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HomeMy WebLinkAbout1601 Rinehart Rd 01-904 02-2054 Plans Expansion WalmartJ 4 i - EbyA � PAUL C. PARKS 121 W. WALNUT '. p$. • A a .J'� �'rl• �L �%.!- -\ ` J r Ate. ROGERS, ARKANSAS 72756 (501) 636-5004 AN ., GROCERY CONSULTANT: , CHRIS M. RHEA 6700 ANTIOCH PLAZA ,9�,''"�� r SUITE 300 .r��'�' MERRIAM, KANSAS 66204 (913) 262-9095 a �`� I tr k ov,• '4 ar GROCERY M.E. & P. CONSULTANT: P , I HENDERSON ENGINEERS INC. ,rt 11627 WEST 79th STREET LENEXA, KANSAS 66214 (913) 492-3377 .3,Y OL LEGEND PRO & CODE INFORM"'ATION INDEX BUILDING CODE SUMMARY A COLUMN LINE FOR ALL COMMERCIAL PROJECTS ARCHITECTURAL MECHANICAL INDICATOR OCCUPANCY REQUIREMENTS: GRADE FLOOR AREAS: T1 TITLE SHEET P1 PLUMBING PLAN ¢ WALL TYPE Name of Project: SANFORD, FLORIDA WAL-MART #857 s MAXIMUM DISTANCE OF TRAVEL .TO AN EXIT (SPRINKLERED N1 GENERAL NOTES P2 ENLARGED PLUMBING PLANS INDICATOR Address: US 17 92 AT AMERICANA BOULEVARD BUILDING): 200 FEET. EXISTING STORE = 104,fi80 SF CS1 CONSTRUCTION SEQUENCING PLAN P3 PLUMBING SCHEDULES Proposed Use: MERCHANTILE D1 DEMOLITION PLAN P4 ENLARGED PLUMBING PLANS & DETAILS ® SECTION DETAIL OCCUPANT LOAD FACTOR: EXPANDED AREA = 103#141 SF TC1 TEMPORARY CONSTRUCTION M1 HVAC PLAN INDICATOR GROUND FLOOR RETAIL SALES: 30 SF/Occupant SP1 SITE PLAN M2 ENLARGED HVAC PLANS SUPERCENTER ELEVATION TOTAL STORE AREA AFTER EXPANSION = 2079821 SF M1` XPANSION � SP2 SITE DETAILS 3 MECHANICAL ROOF PLAN �° ,��.� 1-A2 ate. OFFICE: 100 SF/Occupant � z �aa s `tea , a f3 "_ s>zf9 w10"A u - �c zw sar z..z Y INDICATORAl FLOOR PLAN M4ECHANICALSCL�ED-ULESBcDETAILS 1-A4.1 OCCUPANCY: MERCHANTILE STOCKROOMS: 300 SF/Occupant AZ EXTERIOR ELEVATIONS M5 ENLARGED HVAC PLANS'57' TYPE OF CONSTRUCTION: TYPE IV GARDEN CENTER: 30 SF/Occupant STOCKROOM & OFFICES = 41,495 SF A3 WALL SECTIONS STORE BUILDING IS PROTECTED BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM AND IS SURROUNDED PLAN DETAIL _ - OFFICE AREA = 4,302 SF A4 ROOF PLAN GROCERY MECHANICAL _ • INDICATOR BY 60 FEET MINIMUM OF PERMANENT OPEN SPACE INCLUDING PROPOSED & EXISTING SHOPS. A4.1 ROOF DETAILS GP1 FRONT GROCERY WASTE AND VENT PLAN UNLIMITED AREA CRITERIA IS APPLICABLE. STOCKROOM - 37,193 SF A5 VESTIBULE PLAN _ GP2 REAR GROCERY WASTE AND .VENT PLAN ROOM NAME OCCUPANT LOAD CALCULATIONS: SEASONAL SHOP = 4,982 SF A5.1 ENLARGED PLANS GP3 GROCERY WASTE AND VENT RISER DIAGRAM _ ROOM NAME & BUILDING HEIGHT: ONE STORY SALES: 166,326 SF / 30 5,545 OUTDOOR GARDEN CENTER (NEW) - 9,795 SF A5.2 VESTIBULE PLANS & SECTIONS GP4 FRONT GROCERY WATER & GAS PLAN 1001 NUMBER INDICATOR OFFICE: 4,302 SF 100 = ,�I:3y SALES AREA - 166,326 SF A5.3 VESTIBULE ELEVATIONS GP5 REAR GROCERY WATER & GAS PLAN ` CODES° 1997 SBC BUILDING CODS. A5.4 VESTIBULE DETAILS . � GP6 GROCERY WATER &GAS RISER DIAGRAMS i�� r�� 1994 SBC PLUMBING CODE STOCKROOM: 37,193 SF / 300 = 1f24 A5.5 VESTIBULE MISC. E 0 G OGE Y " VA s PLA` P-1 PAINT COLOR A6 PARTITION TYPES s INDICATOR 1997 SBC MECHANICAL CODE TOTAL OCCUPANT LOAD 5,712 GM2 EARGRO@ERY -HVAC. PLANAl I M Mr A6.1 INTERIOR WALL SECTIONS �7 GM3 RADIO GRILL MECH. PLANS :& DETAILS PLASTIC LAMINATE 1996 NATIONAL ELECTRIC CODE A6.2 MILLWORK & MISC. DETAILS R1 FRONT REFRIGERATION PLAN PL-11 COLOR 1994 NFPA FIRE CODE • BUILDING OFFICIAL: FIRE MARSHAL: A7 DOOR & ROOM FINISH SCHEDULES R2 REAR REFRIGERATION PLAN R I A INDICATOR EGRESS WIDTH REWIRED: A8 DOOR DETAILS R3 REFRIGERATION SCHEDULES LIFE SAFETY CODE (NFPA 101)-- YES DAN EGRESS INCHES REQUIRED (GROUP M) 0.2" PER PERSON SERVED BUILDINGRIAN O OFFICIAL MIKE GIBNENY A9 GARDEN CENTER PLAN R4 REFRIGERATION SCHEDULES B-1 WALL BASE FLORIDA ENERGY CODE -� " �� FIRE PLAN REVIEWER A9.1 GARDEN CENTER DETAILS COLOR INDICATOR - v ( y - 300 NORTH PARK AVE. � �,���� ���� ,�,,.�4 ���..�� _• �� �- �-- MINIMUM CLEAR WIDTH 34 FOR -36 DOOR OPENING Dept. r - 300 NORTH PARK AVE. SANFORD, FL. 32771 CD1 COURTESY DESK do BANK ELECTRICAL 100A DOOR NUMBER = 129.5" FOR 144" FRAME OPENING HC1 HAIR CARE SANFORD, FL. 32771 407-302-2526 E1 LIGHTING PLAN BUILDING IS FULLY SPRINKLED. 407-330-5660 INDICATOR FIRE PROTECTION: (VESTIBULE SLIDING DOORS) PH 1 PHARMACY Ell 1 ENLARGED LIGHTING PLANS TS1 TENANT SPACE E1.2 TENANT LIGHTING PLANS WINDOW TYPE THIS BUILDING IS PROTECTED IN ITS ENTIRETY BY A FIRE SPRINKLER SYSTEM. THE MAXIMUM STORAGE EGRESS WIDTH REQUIRED (IN INCHES)=(OCCUPANT LOAD)x(EGRESS � VC1 VISION CENTER ti INDICATOR PLANNING AND ZONING: HEALTH DEPARTMENT: E1.3 SITE LIGHTING PLANSi---& DETAILS I �� HEIGHT IS 12 FEET WITH THE EXCEPTION OF THE GENERAL MERCHANDISING GM STOCKROOM RM# 141 WIDTH PER PERSON SERVED} T.O.M. ( ) JAY MARDER SEMINOLE COUNTY HEALTH DEPT. GROCERY ARCHITECTURAL E2 POWER PLAN DATUM HEIGHT (STOCKROOM IMMEDIATELY ADJACENT TO THE DOCK DOORS).. THIS STOCKROOM WILL HAVE A STACKING 124$-0" INDICATOR HEIGHT OF 15 FEET, OF CLASS :IV/ COMMODITIES IN FIXED SINGLE AND DOUBLE ROW RACKS. THE PLANNING DIRECTOR ENVIRONMENTAL HEALTH DEPT. GA1 FRONT GROCERY FIXTURE PLAN E2.1 ENLARGED POWER PLANS STORAGE HEIGHT FOR THE ROLLING RACK AREA SHALL NOT EXCEED 12 FEET. SALES: 300 NORTH PARK AVE. 400 W. AIRPORT BLVD. E2.2 TENANT POWER PLANS GA2 REAR GROCERY FIXTURE PLAN_,�„.. 100'-0" -DATUM ELEVATION (5,545) OCCUPANTS x 0.2 = 1,109 INCHES REQUIRED SANFORD, FL. 32771 SANFORD, FL. 32773 GA3 FRONT GROCERY FLOOR PLAN E 3FRONTCHECKQUTS/ ENLARGED YPOWERPLe WALVART STORES INC. ......c 1r - �- INDICATOR 03 i, 407-330--5670 407-665--3000 E2.4 POWER DROP/SPECIAL SYSTEMS CABLE PLAN }y SAM M WALTON DEVELOPMENT COMPLEX EXTERIOR BEARING WALLS N (21) DOORS x 34 714 INCHES PROVIDED GA4 REAR GROCERY FLOOR PLAN GA5 GROCERY INTERIOR ELEVATIONS E2.5 ROOF POWER PLAN 2001 SE 1OTH STREET EXTERIOR NON -BEARING WALLS N (0) DOORS x 46 " = 0 INCHES PROVIDED GA6 GROCERY WALL SECTIONS E2.6 ELECTRICAL DETAILS = BENTONVILLE, AR 72712-6489 (5) BREAKAWAY SLIDING DOORS x 129.5 = 647 INCHES PROVIDED E3. ELE TRICAL SCHEDULES GA6.1 GROCERY WALL SECTIONS t� < .� ,".' � �r , �,, -. STRUCTURAL FRAME N s s;. 26 DOORS PROVIDED 1,361 INCHES PROVIDED �* try- E3. EANELBOARDSCHEDULES ����r GA7 GROCERY DETAILS -���� .���..�.,.:� .���; :;� �- �,,._ 3 � � RAN, ROOF/CEILING CONSTRUCTION N ( ) E32� NELBO�Sheet Contents �``Y D SCE�ULES GA7.1 GROCERY DETAILS �. �_� ._y , .. zrr �E4�ONEI,.,E?DIAGRA NDD' .:AILS .t INTERIOR BEARING AND NON -BEARING PARTITIONS N/A OFFICE & STOCKROOM: GA8 GROCERY FINISH SCHEDULE & TITLE -SHEET Aa EM1 ENERGY MANAGEMENT PLAN r = OCCUPANCY SEPARATION N (43 + 124) OCCUPANTS x 0.2 = 34 INCHES REQUIRED NN0 REFLECTED CEILING PLANS EFP 1 FIRE ALARM PLAN J (3) DOORS x 34" = 102 INCHES PROVIDED GA9 FRONT GROCERY FLOOR COVERING PLAN r GA10 REAR GROCERY FLOOR COVERING PLAN COLUMNS N i ` GROCERY ELECTRICAL a SB1 RADIO GRILL PLANS, ELEVATIONS & DETAILS TOTAL: RE1 FRONT REFRIGERATION ELECTRICAL PLAN �` k. (N = NO GENERAL REQUIREMENTS FOR FIRE RESISTANCE.) - � �� RE1.1 REAR REFRIGERATION ELECTRICAL PLAN , (5,712) OCCUPANTS x .02 = 1,143 INCHES REQUIREDOle)„_y STRUCTURAL REM1 REFRIGERATION ENERGY MANAGEMENT PLAN 192 NVST� .ems t . - 'h z3'r>-••• c r'. t (24) DOORS x 34" = 176 INCHES REQUIRED ��,• � ,S.1. ��0_U:�1DATLO_� PL.�'`.�,.'� GE1 FRONT GROCERY LIGHTING PLAN ISO WEENE0000 (0) DOORS x 46" m S2 FOUNDATION SECTIONS GE1.1, .� .EAR GROCERY LIGHTING PLAN Pro•ect Number: 99127 = 0 INCHES REQUIRED w d. r -r _ j LIFE SAFER SYS1"E.M EMERGENCY LIGHTING AND EXIT SIGNS YES -��.,a.:{� y.. "x T S3 FOUNDATION SECTIONS GE2 sF 0 3�=r �_NT GROCERY POWER LAN FIRE ALARM AND SMOKE DETECTION SYSTEM YES (5) BREAKAWAY SLIDING DOORS 129.5 = 647 INCHES PROVIDED)..-.. I?. 03 OCTOEER 2000 r _ti S4 ROOF FRAMING PLAN GE2.1 REAR GROCERY POWER PLAN PANIC HARDWARE YES 29 DOORS PROVIDED 1,970 INCHES PROVIDED C ) -- - = f`3 S4.1 ENLARGED VESTIBULE FOUNDATION & GE3 GROCERY ELECTRICAL ONELINE DIAGRAM ....x f ROOF FRAMING PLANS AND SCHEDULES OUTDOOR GARDEN CENTER: S5 ROOF FRAMING SECTIONS GE3.1 GROCERY ELECTRICAL PANEL SCHEDULES 9,795 SF/30 SF / OCCUPANT)bf - `k S6 ROOF FRAMING SECTIONS GE4 RADIO GRILL ELEC. PLANS & DETAILS (327) OCCUPANTS x 0>2 - 66 INCHES REQUIRED ,i S6.1 MISCELLANEOUS SECTIONS f 5 GATES x 48" = 240 INCHES PROVIDED S7 ENLARGED PLANS *_z& l . ,� ' MISCELLANEOUS SETl CTIONS AENE WAL#MRT S7.1 BRACING & MISCELLANEOUS SECTIONS S7.2 ROOF FRAMING SECTIONS Copyright® S8 MISCELLANEOUS:,SECTIONS S9 TYP: DETAIL.S & GENERAL NOTES - - . 1p- '111. * . ... . I 17 .. 18 15.2 15 14 13 .. 12 11 10 8 7 . - 8 5. 4.8 4' 3 2 I. 0 -1 -2 . . .- I I I I I l... . . I f - .. B37'-8 a 1 I .- 2 9`-412" 21'-0718° 371 '-8" 1'-7 " 14'-7�8' i 27'_221�6' 3' 8 6" 371-6' . . 38'-0' . 38'-0" 38/- ON 38'-04 . . . 38'-0" 38'-0' 38'-0' . _ 35'--6" - ' 20'-0" I - . 39'-44 48'-On 48'-0" 34'-0' 3'-8JI/1s 21'-10%9 20'-0�8' 1'-7�2� lk 212' 11 " '-8' . 60!_43/4"-8r 85'-lfd' 25!_Dx '-8'1. 112'-0' - 7'-4" 3' lrl-4" ' 4" 71' 8 f�" I I 1 . . !�` �, ti (Nn cNn ti o► .I A .1 I �, I .�`�, ( �1h, I A., , - tii I ti� N N Ir _ . '15 �� �,� �� �� A� �� A �� lb �� - 1 AN, M Ab � All �� � 1+ 1 1 I LID ��>� I " �1 Q- ­ _ - tuL ___--r-_ _____ - ,V,� . . + . - e�P J - + , r_4 , % . % --ii 4w, , __ - - - - - ______jr I --- ­ %/ - t-1110-1 - _�4 - __ - I _______....jr _ . ,7r/- - °�'� _ - - - . c G G c c 1.77 a G G G G m 1 /� I ■ I Q ■ ■ i N ■ 1a� %C�t.� pp 9 8 �'� 0,0 .. 9 98 - p 98 ... J ��{ 8 1•/ 53 J 9il 8 -0 T 9p N s F} a �k ..:.: H i > (nN. , a , 1 •r F' + M: 1. V ::::: d' 98 - I r 00 G' mot'77 1 aq nommommom• i _1 1 f 2 i EI Fe I 5 e L B R N a CONC A N � --- C SL ETNFr /2 EI F e 5 CN ABR CONC. SLAB N 1 r� S 5 TR L ____ I2 CO 0 - ---- p I 4 .EaW: N U INF. / �1 NRE w 6 C i .::: 4 1 . eE.W. IN Q � 1 � w/ 6 0 C 1 l aE.We IN I w/ 4C�1 Oa ...�. N i CF NT S t• JO H 7 1 �� Y LA 0 L N B DED AR A N �► C 0 C S SHA E REA NLY . 0 LY SHA D A O S E AREA N (� HAD D TYP.) \ 9 :: ■ >- �. M a - - 3 - 1 ---- --- _ I / 20 1 I .^. 1. 1 2 5 I - i 1 �4 r :T va o 1 " x 1 -- EIN NR 5 2 U `:= _ i I - O _ l a I I%1.1 �� H 4 N +:....:: CONC. SL B 1 O 1 (n . cn 1 A O A / '^ y� F l V / 1 N I W e• :' Y� \ _ 'l V -� 1 + OF NILa 1 _ !� L! I �� N ✓' rF E EVr^At I 1 T L 8 0 s ��Q .:.:.:.:.:. It _ 10* ..... .... .. ..... ..... ....: ..,� ... i l �,:::; . O St' , ■ sr + 1 + i Q ! . e-o i1'f` �0 9 EIT) / H X 8 (MA ����� C �.� i�.2 O I l I 1 (v c + 1-4 1= 0 REFe 4/ 3 t� '•cr^It i + ' �' W -� REF® SPACE- t -°v I ■ :. Heel < .% I I Y �- I "i N s � MA TER 1 � � . I S K K -� i K a a • I I i REF® NOTE 8 I DWGSr I I .��� mot- xc � r 1 y I J` oT 7r '' ® �® I Ga MFiT H EXI.�T. ::.:: ' % ,� �, .� '�. _, �� ,,� �' /' �/ I I BOO OM OF FTG. - 9�' ®° \ ,,� , ��. t' . 1 - - q# . G.7 W '`� ,/ / ;% ( OrN I • I ( I I 1 ELE . • I (: ,, 4' UNREINF _ _ _ _ _ - `" � 1 I \ tp I I I i I CONC. SLAB I II \ �ti! �/ ( s. . I; . G.5 l //, . .. J -__ 15/S9 \ I I T.F. ELEV. = 9'-4' I � " \ �t . i I . . r- --, r-- --, = - • _ _.____- - _. _---tMATCH-E-XI .)----- -_ �. _ _ I _ _ _1 - _______ - I - _____--_ _ . - 1 -.. ______- -- - '�- - _ '�- - - _i�l f r-'�;�-� #4X 0 _ -- I o �' G.2 0% \_, ® _ _ REFe 4/S3 I - ___-____ - _ - - _ - -�-®_ _ _ - _ _ �I-� _ Y"!� _ _ r�� 1 REENTRANT ,�-- - j _ ---r-- - °`�- _ _ - - _ _ _ - - - - _ - _ - _ _ ��; COR ERS t YP.) I \ - _-��__ _ . - = V I zIi e�v G. 4 - _ _\ , , _ _ .�-_- ---� _ - � - _ram `-- i 7 I I - Q fit' I ; , ( f J (I +r +r +,r �N . _tsl ;-' _ _ '= - - - - - _ _ �( - - � . - _ _ ,_�� ( I I �. ? :1: 97,��. �� . I� i l; R3/S2 'elG s K K 8/S3 K f, 7 I . F F .1 , • (; ; (n 61 1 I. �( 98'-s° 1 9s'-�i cc I I PLAN NOTES: ' ` I �, -I -� '' 1 p , I s(PI• ♦ 1 ( I Il` P 1:1( I .I /! 1 1 1 1 �� ,- III I '' !_ a (.1I 1 , I'll 1. TOP OF S��B REFERENCE EL.=100 0 (MATCH EXIST.) DATUM.- ELEV.=49.51 . �'® �tS' ( 1/S2 ' . 11I i 2. SLAB CONSTRUCTION. 4" UNREINFORCED CONCRETE SLAB WITH THE EXCEPTION OF A 5 f2' UNREINFORCED .o �" 1( I: 1. k zo 00 :,'' � � CONCRETE' SLAB ALONG THE SIDE WALL BETWEEN GRIDS 1 & 4, ALONG THE BACK WALL BETWEEN GRIDS � � r'°� .�� 1 Lo I I „� 1 2 i % . K & M AND IN . SHADED A EAS. REFERENCE SUBSURFACE PREPARATION NOTES ON SHEET . S9 FOR SLAB - _ _ - _ _ , ; � 3 .S I F.G. tea - ,-•"' _ _ I _ �� _ - - SUBBASE® LOCATE REINFORCEMENT 1%2" BELOW TOP OF SLAB (IF USED). - L_ �� :!: I I I .. ,11� ,, s s s 1 s_ 1 ••, , I I 3. VERIFY ALL WALL OPENING DIMENSIONS" AND LOCATIONS WITH ARCHITECTURAL DRAWINGS. - 11 ( - ® 1 s 8 8 s I ----- I 11- 4e REFERENCE SHEET S8 FOR. TYPICAL WALL REINFORCEMENT DETAILS AND WALL REINFORCEMENT AT 5/S2 : ( � ((;:I +s+,, +s� . +�+ -- -- +s+,� I .I. '.11 I I i OPENINGS, UNLESS NOTED OTHERWISE. , ,%_A111, . _ _ . .1 'I 1 I 511 . REFER TO ARCHITECTURAL SHEET SP1 FOR SIZE AND LOCATION OF ALL EXTERIOR PADS AND DOOR ; ; r CONST. ,�._ -� _ � _ -`, � _ _ _ _ Im 11- (I ( 1 STOOPS. • I I (.I,( - - " - _ . . -^ � i t . •-' 6. FIELD VERIFY DIMENSIONS OF EXISTING BUILDING AND COORDINATE WITH DIMENSIONS OF NEW 0� rs ::P�s ° i K - K K � 1 !@ - It:I s+`.._ I (..,( . �. 198'-0 I 2/S3 I CONSTRUCTION. NOTIFY ARCHITECT AND ENGINEER OF ANY DISCREPANCIES OR CONFLICTS. ,o ; ; s . 7. DEVIATIONS FROM CONSTRUCTION JOINT/CONTROL JOINT PATTERN SHOWN MUST BE APPROVED. BY . THE _ �V 1,:1 I ' + I::1 (vc ;1.` ( Iw-T 0 I r _ _ __ WAL-MAR�i CONSTRUCTION MANAGER. �_4 N� ��� e I 1 E.9 - - _ _ - -� W____- _ . - 8e COMPACTOR PADS SHALL BE 7" AIR -ENTRAINED CONCRETE SLAB REINFORCED WITH #4 AT 18" O.C. I :: 1 ( (o E I�; ,� N 1 Ste- I w a �1, �- " " I �. PLACE PAD OVER 6 LAYER OF NO. 57 STONE, OVER A PROPERLY COMPACTED SUBBASE. WHERE SLOPED ;; 4 UNREINF. 5 2 UNREINF 1 � I I 1 123 SLAB IS INDICATED, SLOPE SUBBASE TO MAINTAIN CONCRETE THICKNESS. (::1 I: ;1 CONC. SLAB r SLA _ _ _ _ _ _ _ - - - I I ,7 I REF. 't 9. REFe CIVIL . & ARCH. FOR TRUCK RAMP DIMENSION, TOP OF WALL ELEVATION, AND. PAVING ELEVATION AT ; ; I -1-~ a " - i ( 1 c� I I NOTE 16 al - zo I I I I DOCK. REF® GENERAL NOTES FOR THICKNESS, REINFORCEMENT, AND CONTROL JOINTS. ► I IT ... :: I I I 1 � - i LO A.10. REF. GROCERY ARCH. FOR EXACT LOCATION OF ALL SLOPED SLABS, FREEZER SLABS, REFRIGERATION (;:I (;:( T I a '- � I PITS AND RACK WASHER PITS. �-�' 1 11 I I - 11e ELECTRICAL DISTRIBUTION CENTER REFERENCE ARCH. FOR SIZE AND LOCATION, REFERENCE .7/S3 �A 0 1:11 . I:;( � M FOR ANCHORING DETAIL® . I.,:("I 11 ___ ..... _ 1 I 1-1 12. SHORE ALL EXISTING FRAMING MEMBERS AS REQUIRED TO SAFELY SUPPORT EXISTING DEAD LOADS I- I_, FI--, ��� :I, l - , ° � :: ss+s i ��+s I ss+s � :l , `�s+s . • E.2 _ - - _ _ _______ _ AND DESIGN LIVE LOADS PRIOR TO REMOVAL OF EXISTING BEARING WALLS OR COLUMNS. !IT - - - - q - ;:- --- - �1_- - - -= - F ".I\ 97'-4° I 22 = ffi 13. REF. 9/S8 FOR HEAD CONDITION OF ALL NEW OPENINGS IN EXIST. CMU WALL LESS THAN 7 -0 . �I;:I�`-- CONST. JT.� -� _ _ - >� _ -- I _ _ _ _ ` _ N I �' _ - -� - E N I T14. BEFORE STARTING WORK, COORDINATE LOCATION OF ALL STEEL BEAMS WHICH BEAR ON MASONRY. 1 • I 1 to GROUT AND REINFORCE WALL PER DETAILS AND GENERAL NOTES �' 1 I f :I; 'AS' K I K I� K I 1� ,� `� � I I I � REF. ,� � �.' I ( I 15. REF. ARCH. FOR REFRIGERATION LINE OPENING DIMENSIONS. - PROVIDE LINTELS & REINFORCE JAMBS - I; :I . s+s I 1 I I W I I NOTE 15 N M m +✓ EFRIG RATION D. - - _ - -`� e I :I IT uNNEL cTYP. _�_ - - - �- - ; (n► I . 1 I ( 16. REF. 7/S3 FOR ATTACHMENT OF COMPRESSOR HOUSES TO SLAB. -�, �-� I . ----....-.. . . as I I 1 0 ii7 I I I I i r°je` I; I; I f I► - --- f• !� I (I i _ 1 _ 1 '� I 1, D.7 _ - - - I _ _ _ - _ - - _®f _ :: I.- . IT �,: I I f __ I I W I 1 N ; i REINFORCEMENT 5/S2 1 1 �__ ---- --- I I I ,c I I REF. • I I 1 I I KEY V�IDTH LENGTH THK REMARKS I I I I I -�- 1 -- - -� -_-� I -__ -- I °- I NOTE 16 N. I I I BOTTOM TOP . .. : 1 ---- ____ _� 1 I o 1 V-, is _________ - A 2'-6" 2'-6' 12' 4-#4 EeW -- � I.,( ��' ° ss ss \ss _ ' _ - '.� f s+ cr I Q.j2--ffi _ I ( -# _ , __ I`�s t �' +✓ +� -_ +�r, '��. I e I . (� III I I B... 3'_Or 3'-®' 12" 4 5. �. t I I I �,� �° I;I:I r I i I __ +• r- --• 4ii C 3 6 3 6 • 12 5 5 - E.W 1: ;I CONST. k - _X I - _ - - . C.1P� -_- --____ - - - - _ - _______ - D 5'-0' 5°-0' 16" 6-#5 E.W ®- _ I s K r I J J �' G I, L � +� K K 198,_®i �l t I E 5'-6' 5'-63 16" 6-#5 E.W __ I ..1 .. I ;I; +, , I I I W I I (1;1 .. I I- � � I I F 6'-0" 6'-0" 16' 6-#6 E.W 6-#6 E.W ,1 ( It i N REF. (Nv I . G 6'-6' 6'-6' 16' 8-'#6 E.W 8-#6 E.W (1,1 I CON ROL SLO ED SL B I - NOTE 11 N % ��. .) (1 I. I I H 71-6a 7l_6a 24' 7-#7 E.W 7-#7 E.W I I 1 611# aaA j;1�1 I t Y JOINTS I REF GROCERY I � laro - ---® -- - I I ,a DWG . I � . ' °a J 8'-0a 8'-0' 24" %-#7 EeW 7-#7 E.W �A (; I s- s� s� s I 1 JI F- 1- - _-_____ _ _ _ -�-�-- - �- K 10'-0' 1Qj'-0' 24' 9-#7 E.W 9=#7 EeW - - .-� ---- _ _ _ �__�m__ _ `� . . - C. � m' ( �, -[-- [�! � a l-'-1• J L--I' J i -1 i 99'-®• � 1 � I �' I i 3/S2 I I I L 12 0 12 0 36 12 6 E.W 12 6 E.W CONSTe JTe , . --� I I I M 6 -0 8 0 16 7 6 E.W 7 6 E.W - : , �s� K K K 2/S2 . 1 (1.I i I 11; 11 +�, TYP® 198 #S.W..W. DENOTES SHORT WAY L ;: +. N (I ( I I N 4'-0" 9'-0' 24' 16 L.W. # I I 1 ;i; A I I I 5- 6 Sr a I 11 6 L.W. L.W. DENOTES LONG WAY ,,I�' 12/ 2 I II 1/S2 . III - . : ' 11 .. (n d_ ai , a ! 8 a 5-#7 S.W. 5-#7 S.W. S.W. DENOTES SHORT WAY I;:I It - - - (� P 5 -0 13 -0 -24 ®# ®# WAY 1; i 1 ' 11 I 1 INSU ATED � � I iO 1� _ ® 12 7 L.W 12 7 L.W. L.W. 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PERMITS AND TESTING REQUIRED. ► i I ; ANSUL SYSTEM € _ 48/24 !"\ ANSUL SYSTEM'€ {, �E€ I �= 4 EF-G3 RAG !{ 14 I ��.,��...__..._ ._ �!..__. _....___.v-» ;I{ F;I I - 1 n i MPARTMENT € �� COMPARTMENT . HL� i # ��ttOOD . iIt cIi I �.._� CD jt �;f ,' a 24 28 .14 CD C �;.,1 EH-G1 rl III I I iii.. .-__'---.._-_---.______---.__ _L1_.. 1400 . - y 24/20le-i / 850 I i, ;_ _ MM 10 It 1 �;, I I_.--_» ___.. � � -� � _ � - ®w�,. _ .1 -,. ".-...'i 1------_ _ __-._ j ,._-�-_�-----� t�-Y .�� = �. 1-.----- . R BAKERY EXHAUST I 2NTS O4.03.00 {, _ ; I I , I i �i I % 9 Ii I # € ~ f' I I i l , � : =�� _: _-. -.__, I HOOD I- 1 i f I I -I - _. € i1 i , I } i� duo ? I �' S_ I{ f 2 i A I I - _.-- -- __ _ , c :Ms- _._ III IIfI ,! iI, �. 12" B KERY I !; . III I I}� I DELI FREEZER '� ,/' ; 11a __ ___ ._ I i B114� I - CD f, . 1 ;f I 1 . ' I . ;i; ; f I 'I, I � { I 750 �, . BAKERY `I I I i t --- i 1­1,._ A<-7E�- _ _ ? I `, I } I It- _ � i - m _ ._� I' I 'm I I M( C®DEER I _ I .1 I 1 I ' I - �.�,.v�'>•xaz»rvuVenrx._ _...5..:.:arer:�.a.:.�.�,:.-.ate.,.;-ice.•..._.._. -- - - - ._.•r_'^'-__..::_ - -- - - �� i _ "I i -Liffffifffffffffffffiffili.:i �et� -ai . ear � .l _...._. �,... ......_. ----­---J��-!t­-m � _._._-._....._._._.«_..... ..;w ;z;-- ,._....w..._...._._.. ___.._. __-__._---------___.M .� .__....___--_ --k, - - w_~_ _ - -�, " _~-+� 9- :fair. E I - I I� B S . r/ENT�P TO 0'XN FAN ON } S I I PROVIDE EXHAUST FAN CURB I FUTURE I . I OVEN I } ' ROOF. FLUE SHALL BE TYPE I (18 . I (SIMILAR TO EF-�G3) ON ROOF. CAP dr®__--I I GA. S.S.) OR TYPE II (TYPE "B" S.S.) . i CURB AND EXTEND 8" S.S. VENT i ' I I AS REQUIRED. (TYPICAL OF 2) f . DOWN TO APPROX. 12 ABOVE i i I I 1 . I 1 CEILING FOR FUTURE OVEN. EXTEND I I I 8 VENT UP INTO CURB CAVITY i I I FOR CONNECTION TO FUTURE - 2 EXHAUST FAN. RTU---11 . i REFER TO SHEET GM3 I I FOR WORK IN THIS AREA I I . t; / ,t ----i i; \ / t1 I i i ! \ i ii/� 1\ii d d 1I.' _ N! Ii._ _ d d ' :_.-� .- �--- . RTU-9 i \ . I . � - - 1 I . I I . . !` . IliGROCERY HVACPLAN L I . _ - - ___ _ _ __ _ _ _ 4 - . 1/8 " = 1' - 011 . BAKERY - 1­'] ... . . . ii� ­­ .I,---- .1.11 ­­ I I ... . I . . . - . r` . i ( II.IIF,_ .. .-. _ _ r ._ I I i i / I !/ . I €III , . . I I i .�-_�.. I ; I ; f, I ;III} ;/-1. I II fi H1lA CLAN t I1 I I /;` Il ; /� € I Y i 'II,I _ iIII �! I ! f` } II! I r` fit______ 1 I i i I ___....___. 1 i I / € I I/ I : Y 11 , } i ._. - . ..... IllI; I II H J / ! i 1 i /i ;Ilt i I' i ' / i ; I €I Iif� 11 I ,I€€ I t _.,_,i'=yI t I j f,' i€ I € I { i I€ I 1 . {I (# / i! _.j 1. I t -t---/ - . - - - - - - - - ( ) _ _ .. .... -_ 0 Copyright 0 GROCERY EXHAUST HOOD AIR BALANCE SCHEDULE HOOD ROOM RTU/AHU HOOD EXHAUST EXHAUST O/A CFM MARK LOCATION CFM CFM NOTES RTU-17 EH-G1 BAKERY 750 1250 2000 A AHU-1 EH-G2 DELI 1425 NA 1425 B NOTES: A. HOOD SWITCH SHALL ENERGIZE EXHAUST FAN AND RTU SUPPLY FAN (IF NOT ON) TO SUPPLY THE INDICATED O/A NEEDED FOR EXHAUST HOOD MAKE UP. ACTIVATION OF FIRE SUPPRESSION SYSTEM SHALL SHUT OFF THE RTU, THE HOOD EXHAUST FAN SHALL CONTINUE TO RUN. B. HOOD SWITCH SHALL ENERGIZE EXHAUST FAN. GROCERY i J 4 4 GROCERY HVAC DESICCANT WHEEL UNIT SCHEDULE MANUFACTURER COOLING SUPPLY FAN OUTSIDE SUPPLY REACTIV. ELECTRIC MARK MODEL # CAPACITY EXT. AIR HEAT HEAT (MBH) CFM S.P. CFM (INPU`1) (OUTPUT) (INPUT) V/PH/HZ AHU-1 MUNTERS 400 320 400 480 3 60 AHU-2 S20DGT30GG 402 10000 1.0" 5000 1 MBH MBH MBH GENERAL NOTES: A. UNIT FURNISHED BY OWNER, INSTALLATION BY MECHANICAL CONTRACTOR. B. SMOKE DETECTORS ARE FURNISHED WITH UNIT. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE TO RELOCATE TO DUCTWORK ONLY IF REQUIRED BY LOCAL CODE. PROVIDE WIRING MODIFICATIONS AS NEEDED. C. REFER TO SPECIFICATION SECTION 15700 FOR COMPLETE DESCRIPTION OF UNIT AND ACCESSORIES. D. UNIT ENERGY EFFICIENCY RATING (EER) PER ARI 210 AND 360: EER = 12.2. E. ROOF CURB PROVIDED AND INSTALLED BY GENERAL CONTRACTOR, REFER TO SPECIFICATION SECTION 07721. AIR HANDLING UNIT (AHU-1) IS A CONSTANT FAN UNIT PROVIDING CONTINUOUS EXHAUST HOOD MAKE—UP AIR. UPON ACTIVATION OF FIRE SUPPRESSION SYSTEM, THE HOOD EXHAUST FAN SHALL CONTINUE TO RUN. GROCERY FAN SCHEDULE MARK AREA MANUFACTURER CFM MOUNTING V/PH/HZ RPM/DRIVE NOTES SERVED MODEL E.S.P. BLADE HP (W) SONES EF-03 BAKERY COOK 750 ROOF 120/1/60 1290/BELT A, B, D VCR-120V2B 0.6" CENTRIFUGAL 1 3 HP 110.3 EF—G4 LOCK —UP COOK 350 CABINET 960/DIRECT B, E I GEMINI GC-620 10.25" CENTRIFUGAL 1120/l/60 233 W 13.3 NOTES: A. PROVIDE BACKDRAFT DAMPER, DISCONNECT DEVICE, B. REFER TO SPECIFICATIONS FOR APPROVED EQUALS. C. FAN CONTROLLED BY WALL SWITCH. REFER TO ELECTRICAL DRAWINGS. D. EXHAUST FAN ROOF CURB PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. REFER TO SPECIFICATION SECTION 07721. E. PROVIDE WITH MANUFACTURER'S CEILING GRILLE. I I I S45 I TGW 12/10 TOP OF GRILLES 9'-6"AFF CABINET FAN WITH DAIRY COOLER CEILING GRILLE AND LOCK -UP P VERTICAL OUTLET I I ABOVE CEILING 77 ------ ----- --------------------- - EF G4 i I �♦ STOCKROOM I GTS2 I I I GHS2 I I I I I 1 GROCERY EXHAUST HOOD & FAN SCHEDULE' EXHAUST FAN HOOD MANUFACTURER SIZE FAN MANUFACTURER EXT. HP ELECTRIC MARK LOCATION MODEL LENGTH WIDTH HEIGHT MARK MODEL CFM S.P. DRIVE V PH Hz NOTES CAPTIVE-AIRE CAPTIVE-AIRE 1/3 A, B, C, D, E, EH-G1 BAKERY I #ND -WALL STYLE 5'-0" 4'-0" 2'-0" EF-G1 NCA14BFT 750 0.6" BELT 120 1 Z60 F, G, H, I CAPTIVE-AIRE CAPTIVE-AIRE 1/3 A, B, C, D, E, F, H EH-G2 DELI ND -WALL STYLE 9'-6" 4'-0" 1 2'-0 EF-G2L NCA14BFT 1425 1 Of I BELT 120 1 60 NOTES: A. HOOD & FAN FURNISHED BY WAL*MART, ROUGH -IN AND FINAL CONNECTIONS BY MECHANICAL CONTRACTOR. B. HOOD PROVIDED WITH INTEGRAL DRIP TRAY, LIGHTS, STAINLESS STEEL U.L. LISTED GREASE FILTERS, PRE -WIRED CONTROL PANEL, STAINLESS STEEL BACKSPLASH,- AND STAINLESS STEEL ENCLOSURE PANELS UP TO CEILING. C. MOUNT HOOD WITH BOTTOM OF HOOD ® 6'-6" AFF. D. FIRE SUPPRESSION SYSTEM FOR HOOD SHALL BE ANSUL WET CHEMICAL TYPE FIRE EXTINGUISHING SYSTEM IN COMPLETE CONFORMANCE WITH NFPA 96 AND UL300, SYSTEM SHALL BE CONTAINED IN A STAINLESS STEEL COMPARTMENT LOCATED AT END OF HOOD. E. EXHAUST FAN SHALL BE UP -BLAST AND U.L. APPROVED FOR GREASE EXHAUST, WITH DISCHARGE A MINIMUM 40" ABOVE ROOF. F. EXHAUST FAN ROOF CURB PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. REFER TO SPECIFICATIONS. G. HOOD SHALL BE PROVIDED WITH ADDITIONAL CONTACTS TO ENABLE SYSTEM TO BE INTERLOCKED WITH THE ROOFTOP UNIT SERVING THE SPACE. H. ANSUL COMPARTMENT CONTROLS SHALL BE INTERLOCKED TO SHUT DOWN THE ROOFTOP UNIT SERVING THE SPACE UPON ACTIVATION OF FIRE SUPPRESSION SYSTEM. I. MECHANICAL CONTRACTOR SHALL COORDINATE WITH ENERGY MANAGEMENT CONTRACTOR ALL WIRING BETWEEN EXHAUST FAN, ROOFTOP UNIT AND HOOD. IF ADDITIONAL INFORMATION IS REQUIRED, CONTACT THE RUBY BELL CORPORATION AT (417) 485-3141. .CODE COMPLIANCE NOTES 1. CAPTIVE-AIRE KITCHEN EXHAUST HOODS ARE DESIGNED AND MANUFACTURED IN COMPLIANCE WITH NFPA 96. HOODS ARE TESTED AND LISTED IN ACCORDANCE WITH UL 710 (FILE MH12106). ALL HOODS BEAR THE UL LABEL. 2. CAPTIVE-AIRE KITCHEN EXHAUST FANS ARE DESIGNED AND MANUFACTURED IN COMPLIANCE WITH NFPA 96. FANS ARE TESTED AND LISTED IN ACCORDANCE WITH UL 705 AND UL 762. ALL FANS BEAR THE UL LABEL. 3. CAPTIVE-AIRE KITCHEN EXHAUST HOOD FIRE SUPRESSION SYSTEMS ARE DESIGNED AND MANUFACTURED IN COMPLIANCE WITH NFPA 17A, AND 96. FIRE SUPRESSION SYSTEMS ARE TESTED AND LISTED IN ACCORDANCE WITH UL 300. 1 0 -1 -2 I I I I �I RTU-45 20 TON 40 kW 4000 S/A 400 O/A +-� DB � I 2 M4 y I JI I SKYLIGHT ' y" I / (TYPICAL) II 1k---- \�i I�/------\ I------� 20/10 R/A DUCT PENETRATING R/A i CHASE WALL (TYP OF 9) I I I ROOF CURB PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. SEE ARCH. DWGS. FOR FLASHING DETAILS (RE: SPEC. SECTION 07721) GENERAL CONTRACTOR SHALL r=----- I - ' PROVIDE OPENING THROUGH ROOF DECK AND INSULATION TO ALLOW DUCTS TO PASS THROUGH \�I RE: ARCH. CURB DETAILS. _� ROOFTOP UNIT KEEP TRANSITION AS I / (REFER TO RUN DUCT TIGHT \� CLOSE TO I 30 24 ELBOW i ARCHITECTURAL ; DOWN W/ PLANS FOR DUCT ______ TO BAR JOIST ) r------ ---- �"- - i BULKHEAD AS POSSIBLE ' TURNING SIZES AND LOCATIONS - �. � - - - -. - - - - - , VANES - - - G ROOF F7I -t- -i a I t 2 4" �� I' / ------ --------------- 24 1 L GROCERY \ /l 0/24 FREEZER OFFSET DUCT DOWN AND II ` / I II \ / i I ROUND S/A DUCT 11 --- t I RUN DUCT TIGHT I,--- ,I FULL-SIZE R A BOOT DB1 AHU-2 ROUTE THRU JOIST GIRDER if \\ ' c� TO BAR JOIST ili \\li i (NO CEILING) ®- I / I �_-----� I �_-----� I I OR EXTEND DOWN 12" 2 30 TON --I-- , --1--- , — M4 I I I N BELOW ROOF STRUCTURE 400 MBH(S) ` �' `�' I RECTANGULAR S/A DUCT _ I FOR ROOFTOP UNITS N (FINISHED CEILING) 400 MBH(R) WITH NO FINISHED CEILING, 1 VOLUME CONTROL I 4-GM1 (SIM) I DAMPER (TYP.) FULL-SIZE R/A PLENUM 5000 O/A I I - -" ; I WHERE INDICATED EXTEND DOWN TO RETURN 24/24 R/A IN , CEILING AIR GRILLE (FOR ROOFTOP UNITS BULKHEAD. REFER TO �-.- I WITH FINISHED CEILING) ARCHITECTURAL I ICE CREAM DRAWINGS FOR DETAILS. ; FREEZER — I j GROCERY ROOFTOP UNIT DETAIL NOT TO SCALE --- �\ ,� R/A AT _ _ \� I BOTTOM OF CASE I i i 4 PROVIDE TIE WIRES FOR BOX HANGER (TYP) FLEXIBLE METAL CONDUIT (SIZE AS REQ'D). CLIP TO BOX HANGER AT MAXIMUM 4'-6" SPACING. ROUTE FLEXIBLE CONDUIT UP TO JUNCTION BOX AT BAR JOIST. ADJUSTIBLE T-BAR BOX HANGER TO SPAN 24' LENGTH OF CEILING TILE. (BOX SUPPORT PER NEC ARTICLE 370--23d.) LAY -IN CEILING -STEEL COVERPLATE JUNCTION BOX "KELLUMS' GRIP FLUSH MOUNTED SIZE AS REQUIRED IN LAY -IN CEILING. DROP CORD TO BE TYPE SO - SIZE AS REQUIRED TERMINATE WITH DEVICE AS NOTED ON EQUIPMENT SCHEDULE. MOUNTING HEIGHT TO BOTTOM AS INDICATED, ON EQUIPMENT SCHEDULE. PROVIDE "KELLUMS' GRIP IF J-BOX IS USED. 3 SUSPENDED DROP CORD NTS 12.09.99 E004 JUNCTION BOX ATTACHED TO CONDUIT COOLER ROOF. FILL BOX WITH SEALANT AFTER WIRES ARE INSTALLED. --- SEAL CONDUIT PENETRATION WITH SILICONE SEALANT COOLER ROOF CHROME PLATED THREADED NIPPLE ESCUTCHEON PLATE "KELLEMS" GRIP TERMINATE WITH DEVICE AS NOTED SIZE AS REQUIRED ON EQUIPMENT SCHEDULE. MOUNTING HEIGHT TO BOTTOM AS INDICATED ON EQUIPMENT SCHEDULE. PROVIDE DROP CORD TO BE "KELLUMS" GRIP IF J-BOX IS USE TYPE SO, SIZE AS REQUIRED 2 SUSPENDED DROP CORD MEAT PREP NTS 12.09.99 EG02 I I 1-GE2.1 —T-- I 6'-3" 1 Sc PROVIDE 1 /2' C. STUBBED UP THRU CEILII FOR TELEPHONE BELL. LOCATE BELL 6" BELOW MEAT PREP AREA CEILING. POWER DROP TO OUTLET MOUNTED TO CUSTOMER SERVICE PUSHBUTTON. ROUTE SHELVING UNIT FOR COFFEE GRINDER. ( CONDUIT FROM PUSHBUTTON TO CHIME/TRANSFORMER ON WALL, INSIDE COOLER BOX. SEAL PENETRATION INTO COOLER BOX WITH SILICONE SEALANT. WP CHIME AND LOW VOLTAGE TX +96"— DATA BOX PARTIAL- BAR JOIST (TYP.) 7 � LIGHT FIXTURES (TYP.) ' I r ■ - L OUTLET AT BAR JOIST FOR OVERHEAD OUTLET REEL. OVERHEAD OUTLET REEL FURNISHED BY OWNER, INSTALLED BY E.C. (TYP. OF 4) I RTU-11 1 i I 1 I 1 1 I � i 1 RTU — 9 s � 1 i L--- J FASTENED TO 16.654 —EQUIPMENT BOND EQUIPMENT GROUND CONDUCTOR TO OVERHEAD JUNCTION BOX AND CONDUIT. ROUTE ISOLATED (IG) GROUND CONDUCTOR FROM PANELBOARD IG BUS TO OUTLET GROUNDING LUG. J \ 16.145 TYP. P 14 PICS TV WP, +96, • +78". RE: 3-GE2 S15 531 L4D2 16.650 S-13.1 POWER DROP TO PRODUCE +54" MISTING EQUIPMENT. +8" 302 I S13.2 a - 16.654 4' 5" L4D 1 14L41 -' '--=-----�---1 `~- �- �18 RTU-2 S5 ROUTE CO DUIT UNDER SIB N I JB (BY E.C.) FOR DOOR CLOSER/ SMOKE DETECTOR/HOLDOPEN DEVICE, _��___ __Y1 120 VOLT. RE: SPEC SE41 CTION 0871 ----- �- -,- AND DETAIL 2-GE2.1- B17 SC - - - '-71 PROVIDE 1 /2' C. STUBBED UP THRU nrn mire cno TC'i rounKlr RGi I I n(ATF FRONT GROCERY POWER PLAN 1-GE2.1 C.B. TO 6.501 (PANEL LFS) 4D C.B. TO (PANEL L4D3) 16 6-54 8 P 22 1 L4D2 O I PROVIDE (2) JB'S +12" FOR FIRE DOOR CONTROL CABINET. SURFACE MOUNT CONTROL CABINET +48" CENTERED ON WALL INSIDE FIRE DOOR POCKET. PROVIDE 1 /2" FLEX CONDUIT FROM EACH JB TO THE CONTROL CABINET FOR 120V POWER AND LOW VOLTAGE ALARM/CONTROL INTERLOCK WIRING. SC RE: 2—GE2.1. (TYP.) 16.141 PART 1 /2) RE: 1—GE2.1 ROOF TOP UNIT SCHEDULE ROOF TOP UNIT 9 11 16 17 23 29 45 — NUMBER � C COOLING 5 10 5 20 3 5 20 ® CAPACITY (TONS) HEATING - CAPACITY (KW) 20 - - - 10 20 40 NOTES: 1 SMOKE �ETECTOR AT CEILING, 1 • EACH UNIT IS FACTORY PROVIDED WITH AN HACR RATED M0 MOUN FROM DOOR OPENING. BREAKER. PROVIDE WIRE, CONDUIT & FINAL CONNECTION TO 480V DISCONNECT. PROVIDE CONDUIT AND GROUND (TYP. OF 2 THIS DETAIL) WIRE AS PER N.E.C. 2. EACH UNIT IS FACTORY PROVIDED WITH A GFCI DUPLEX OUTLET. PROVIDE WIRE, CONDUIT & FINAL CONNECTION TO OUTLETS. REFER TO PANEL SCHEDULES FOR CIRCUIT NUMBERS. I KEYNOTES 16.141 MOUNT SECURITY CAMERA (SC) OUTLET TO THE BOTTOM OF THE TOP CHORD OF BAR JOIST IN AREAS EXPOSED TO STRUCTURE, OR ABOVE CEILINGS. DO NOT SWITCH. 16.145 PROVIDE JB AT STRUCTURE FOR PICS TV. ONCE MONITOR MOUNTING BRACKET IS INSTALLED, EXTEND CONDUCTORS IN 1 /2" FLEX CONDUIT DOWN TO MONITOR BRACKET AND TERMINATE WITH A DUPLEX OUTLET ATTACHED ON MONITOR MOUNT. COORDINATE OUTLET PLACEMENT WITH MONITOR INSTALLER. PAINT CONDUIT COMPONENTS TO MATCH MONITOR SUPPORT. 16.483 ROUGH -IN FOR HOOD FIRE SUPPRESSION SYSTEM MANUAL RELEASE STATION. 16.501 120V CIRCUIT FOR EMS BACKBOARD IS FACTORY WIRED. EQUIPMENT CONNECTED TO THIS CIRCUIT INCLUDES, BUT IS NOT LIMITED TO: IOM-EDC4. 16.603 WP JB SURFACE MOUNTED ON WALL 24" BELOW COOLER/FREEZER BOX CEILING FOR CONDENSATE DRAIN HEAT TRACE TAPE. PROVIDE LIQUID-TITE FLEXIBLE CONNECTION TO HEAT TAPE. 16.650 +24" (GFCI IF NOTED) FOR INSECT CONTROL. 16.653 WP DUPLEX OUTLET +48". 16.654 DATA BOX MOUNTED +48" (UNLESS NOTED OTHERWISE) WITH 3/4" C. STUBBED UP TO BAR JOISTS FOR SCALE/LABELER SYSTEM DATA CABLE (ROUTE CONDUIT CONCEALED IN WALLS, UNDER CASES, THRU PITS, ETC., WHEREVER POSSIBLE), CABLE PROVIDED BY OTHERS. 16.655 WP JB SURFACE MOUNTED AT OPENING FOR FREEZER BOX DOOR HEATERS AND HEATED VENT. 16.658 JB (BY E.C.) FOR AHU, 120V GENERAL POWER. 16.659 MAIN ELECTRICAL CONNECTION TO AHU, 480/3. UNIT DISCONNECTING DEVICE PROVIDED WITH UNIT. 16.664 JB ABOVE CEILING FOR EXHAUST HOOD LIGHTS, CONTROLS AND EXHAUST FAN. PROVIDE CONNECTION TO EXHAUST HOOD CONTROL PANEL AND TERMINATE (3) 120V CIRCUITS PER MANUFACTURER'S WIRING DIAGRAM. PROVIDE INTERLOCK WIRING FROM EXHAUST HOOD TERMINAL STRIP TO EXHAUST FAN ON ROOF AND INTERLOCK WIRING TO SHUNT -TRIP BREAKERS. AOL SANFORU FL� WAL* MART STORES INC. SAM M . WALTO N DEVELOPMENT COMPLEX 2001 SE 1OTH STREET BENTONVILLE, AR 72712-645�- Sheet Contents: r FRONT GROCERY POWER PLAN 1 Copyright 0 d a m 0 G GRILLE AND DIFFUSER SCHEDULE (THE FOLLOWING APPLY ONLY WHEN USED ON THE DRAWINGS) MARK SERVICE MANUFACTURER MOUNTING FRAME TYPE MODEL TYPE STYLE ACCESSORIES NOTES CD SUPPLY AIR TITUS CEILING LAY -IN TDC 24" x 24" DIFFUSER CURVED BLADE BORDER TYPE 3 INOTES B,C,E,F CARNES SKT E.H.PRICE SMD/3P KRUEGER _ NAILOR IND. 6500-L METAL AIRE 5700-6 TUTTLE &.BAILEY ML 4 CD1 SUPPLY AIR TITUS CEILING FLANGED (SURFACE MT) TDC DIFFUSER CURVED BLADE BORDER TYPE 1 NOTES C,F CARNES SK E.H.PRICE SMD/1 KRUEGER SH NAILOR IND. 6500-S METAL AIRE L SERIES TUTTLE & BAILEY ME CD3 SUPPLY AIR TITUS CEILING LAY -IN TMS 24" x 24" DIFFUSER CURVED CONE NOTES C,E,F CARNES SFTB E.H.PRICE SCD/31 KRUEGER 1400-FR23 NAILOR IND. 4200 METAL AIRE 5700-6 TUTTLE & BAILEY DMF CD4 SUPPLY AIR TITUS CEILING FLANGED TMS 24" x 24" DIFFUSER CURVED CONE NOTES C,E,F CARNES SF E.H.PRICE SCD KRUEGER 1400 NAILOR IND. 4200 METAL AIRE TUTTLE & BAILEY CD6 SUPPLY AIR TITUS CEILING FLANGED TDC DIFFUSER CURVED BLADE BORDER TYPE 1 NOTES A,B,C,E,F CARNES SKFA E.H.PRICE SMD/1 KRUEGER SHF22 NAILOR IND. 6500-S METAL AIRE 5510-1 TUTTLE & BAILEY ME SAW SUPPLY AIR TITUS DUCT MOUNTED SURFACE 30ORS REGISTER FLANGED MODEL AG-15 NOTES F,G CARNES RTDAH E.H.PRICE 520S W/DMPR KRUEGER 880V NAILOR IND. 61SHD METAL AIRE H4004D TUTTLE & BAILEY T547 SAW1 SUPPLY AIR TITUS PLENUM SLOT SURFACE FL-30-JT DIFFUSER FLANGED MODEL AG-15 NOTES F,G,L CARNES E.H.PRICE JS SERIES KRUEGER NAILOR IND. METAL AIRE TUTTLE & BAILEY DB SUPPLY AIR AES (800)786-0402 DROP BOX REFER TO DETAIL ADB-1 (4-WAY) DIFFUSER DRUM LOUVERS ADB-6 (6-WAY) NOTES M,N CUSTOM CURB CDLD TG TRANSFER AIR TITUS CEILING LAY -IN 50F GRILLE 1/2" EGGCRATE BORDER TYPE 3 NOTES B,F CARNES RAPAH T-BAR E.H.PRICE 80TB KRUEGER EGC-5-TB NAILOR IND. 51ECLO METAL AIRE CC5TB TUTTLE & BAILEY T77D TG1 TRANSFER AIR TITUS CEILING/WALL FLANGED 50F GRILLE 1/2" EGGCRATE BORDER TYPE 1 NOTES B,F CARNES RAPAF E.H.PRICE 8OF KRUEGER EGC-5 NAILOR IND. 51ECLS METAL AIRE CC5 TUTTLE & BAILEY T77D TGW TRANSFER AIR TITUS WALL FLANGED 350RL GRILLE 35 DEG LOUVER NOTES D,F CARNES RACA SERIES FLG E.H.PRICE 535FF KRUEGER 180 NAILOR IND. 6500-S METAL AIRE L-SERIES TUTTLE & BAILEY ME RAG RETURN AIR TITUS CEILING LAY -IN 50F GRILLE 1/2" EGGCRATE BORDER TYPE 3 NOTES B,F CARNES RAPAH-FLG T-BAR E.H.PRICE 80 W/DMPR KRUEGER EGC-5-TB NAILOR IND. 61ECLO METAL AIRE TUTTLE & BAI CRE507L4 RAG1 RETURN AIR TITUS WALL/CEILING FLANGED 25RL GRILLE LOUVER NOTES B,F,J CARNES RSLA E.H.PRICE 535FF KRUEGER S80H-OBD NAILOR IND. 6145HD METAL AIRE SRH-OBD TUTTLE & BAILEY T70D RAGS RETURN AIR FIELD FABRICATED DUCT MOUNTED NOTE K RAG4 RETURN AIR TITUS CEILING FLANGED. 50F GRILLE 1/2" EGGCRATE BORDER TYPE 1 1 NOTES B,F CARNES RAPA E.H.PRICE 80D KRUEGER EGC-5 NAILOR IND. 61ECS METAL AIRE CC5D TUTTLE & BAILEY T77D EAG EXHAUST AIR TITUS CEILING LAY -IN 5OF 24" x 24" GRILLE 1/2" EGGCRATE BORDER TYPE 3 NOTES A,F,J CARNES RAPAH E.H.PRICE 80DTB KRUEGER EGC-5-TB NAILOR IND. 61ECL METAL AIRE CC5TB TUTTLE & BAILEY T77D EAG1 EXHAUST AIR TITUS CEILING FLANGED 25RL GRILLE 30 DEG LOUVER NOTES A,B,F,J CARNES RSLA E.H.PRICE 535FF KRUEGER EGC-5-TB NAILOR IND. 51ECLO METAL AIRE CC5TB TUTTLE & BAILEY T77D EAG3 EXHAUST AIR TITUS CEILING/WALL FLANGED 50F GRILLE 1/2" EGGCRATE BORDER TYPE 1 NOTES.B,F,J CARNES RAPA E.H.PRICE 80D KRUEGER EGC-5 NAILOR IND. 61ECS METAL AIRE CC50 TUTTLE & BAILEY T77D NOTES: A. PROVIDE ACCESS PANEL TO VOLUME CONTROL DAMPER IF OTHER THAN LAY -IN CEILING. B.. FACE SIZE SHALL BE AS SHOWN ON DRAWINGS. C. PATTERN. SHALL BE 4 WAY UNLESS SHOWN OTHERWISE ON DRAWINGS. D. PROVIDE TWO GRILLES, ONE ON EACH SIDE OF WALL MOUNTED HIGH -NEAR CEILING (UNLESS OTHERWISE NOTED). E. USE ROUND NECK SIZE SAME AS BRANCH DUCT UNLESS OTHERWISE NOTED. F. BAKED ENVIRO-THERM #26 WHITE. G. OPPOSED BLADE DAMPER. H. PROVIDE END BORDERS, SLOTTED PLENUM, INSULATION. J. PROVIDE OPPOSED BLADE DAMPER WHERE INDICATED W/OBD. K. PROVIDE R/A GRILLE USING HARDWARE CLOTH (1" x 1" GRID). SECURE WITH CONTINUOUS 1" GALVANIZED STRAPS AND SCREWS 8" OC. L. 1-SLOT, SURFACE MOUNT,WITH MANUFACTURER SUPPLIED INSULATED PLENUM. M. PATTERN SHALL BE 4 OR 6 WAY UNLESS SHOWN OTHERWISE ON DRAWINGS. N. DROP BOX DIFFUSERS SHALL BE FURNISHED. BY GENERAL CONTRACTOR. FAN SCHEDULE MARK AREA MANUFACTURER CFM V/PH/HZ ACCESSORIES SERVED MODEL/TYPE ESP HP OR W MOUNTING BLADE TYPE RPM/DRIVE EF1 FRONT COOK ACE-D 840 120/1/60 BD,BS,DS,FS PUBLIC 120C10D/EXHAUST 0.375" 1/16 HP TOILETS ROOF CENTRIFUGAL 1066/DIRECT * ACME, CARNES, GREENHECK, PENN, BREIDERT EF2 FRONT COOK ACE-D 120 120/1/60 BD,BS,DS,FS JANITOR 70C15DM/EXHAUST 0.125" 1/20 HP CLOSET ROOF CENTRIFUGAL 1295/DIRECT * ACME, CARNES, GREENHECK, PENN, BREIDERT EF3 HAIR COOK ACE-D 500 120/1/60 BD,BS,DS,FS TENANT 120C10D/EXHAUST 0.125" 1/6 HP ROOF CENTRIFUGAL 625/DIRECT. * ACME, CARNES, GREENHECK, PENN, BREIDERT EF4 VISION COOK ACE-D 200 120/1/60 BD,BS,DS,FS CENTER 9OC15DL/EXHAUST 0.125" 1/8 HP LAB ROOF CENTRIFUGAL 951/DIRECT * ACME, CARNES, GREENHECK, PENN, BREIDERT EF5 PHARMACY COOK ACE-D 120 120/1/60 BD,BS,DS,FS TOILET 70C10DH/EXHAUST 0.125 1/25 HP ROOF CENTRIFUGAL 987/DIRECT * ACME, CARNES, GREENHECK,. PENN, BREIDERT EF6 SMOKING COOK ACE-D 1500 120/1/60 BD,BS,DS,FS BREAKROOM 15OC10D/EXHAUST 0.375" 1/3 HP ROOF CENTRIFUGAL 921/DIRECT # ACME, CARNES, GREENHECK, PENN, BREIDERT EF7 REAR COOK ACE-D 1500 120/1/60 BD,BS,DS,FS TOILETS 150C10D/EXHAUST 0.375" 1/3 HP ROOF CENTRIFUGAL 921/DIRECT * ACME, CARNES, GREENHECK, PENN, BREIDERT EF8 REAR JAN. COOK ACE-D 450 120/1/60 BD,BS,DS,FS CLOSET/ 100015DH/EXHAUST 0.375" 1/8 HP FAM.TOILET ROOF" CENTRIFUGAL 1317/DIRECT * ACME, CARNES, GREENHECK, PENN, BREIDERT EF9 UPS COOK GEMINI 185 120/1/60 BD,DS,TS GC-320/EXHAUST 0.25" 77 WATTS CEILING CENTRIFUGAL 1365/DIRECT * ACME, CARNES, GREENHECK, PENN, BREIDERT SF1- CART COOK 3234 120/1/60 DS SF9 STORAGE AC-17D-1/AIR 0.375" 1/2 HP AIR CURTAIN CENTRIFUGAL 1625/DIRECT * MARS 38CH, CARNES VABA035 SF 10- GARDEN ACME 2475 120/1/60 DS SF15 CENTER HAF SERIES 0.0" 1/15 HP PROPELLER FAN PROPELLER 1550/DIRECT NOTES: A. ROOF CURB PROVIDED BY GENERAL CONTRACTOR, COORDINATE INSTALLATION. *B. APPROVED EQUIVALENT UNITS MUST MEET AIR FLOW REQUIREMENTS AS SCHEDULED AND BE RATED AT LESS THAN 10 SONES AT DESIGN CONDITIONS. ACCESSORIES: BD - BACKDRAFT DAMPER BS - BIRDSCREEN DS - DISCONNECT DEVICE FS - FAN SPEED CONTROL MD - MOTORIZED DAMPER (INTERLOCKED) TS - LINE VOLTAGE THERMOSTAT, 85 DEGREES F (ADJUSTABLE, SIMILAR TO PENN CONTROLS PT19AB-1) VD - VERTICAL DISCHARGE DC - DIRECT COUPLING: RE: TB48 ON SHEET MP2 SS - SAIL SWITCH (HONEYWELL.S688A1007) AAON ROOFTOP UNIT SCHEDULE (RK SERIES) (OWNER FURNISHED EQUIPMENT) RTU AREA # SERVED UNIT SIZE TONS BLOWER CFM* OUTSIDE AIR (CFM) ELECTRIC HEATING CAP (KW) ACCESSORIES ECONOM/ OSA DAMPR TYPE 1 GM VESTIBULE 10 3500 350 30 SD FME 2 GROCERY VESTIBULE 10 3500 350 30 SD FME 3 OPTICAL SALES 5 1750 180 20 FME 4 OPTICAL EXAM 3 1050 110 10 FME 5 COURTESY DESK - 5 1750 180 20 FME 6 BANK 3 1050 110 10 FME 7 TENANT SPACE 3 1050 110 10 FME 8 CASH ROOM/PORTRAIT 3 1050 110 10 FME 9 SNACKBAR SEATING 5 2000 200 20 CO2 TPE 10 HAIR TENANT 5 1750 180 20 FME 11 SNACKBAR KITCHEN 10 3500 350 20 SD FME 12 PHARMACY 3 1050 110 10 FME 13 CHECKOUT 10 3500 350 20 SD,CO2 TPE 14 CHECKOUT 10 3500 350 20 SD,CO2 TPE 15 CHECKOUT 10 3500 350 20 SD FME 16 DELI 5 2000 200 20 FME 17 BAKERY 20 8000 2000 40 SD FME 18 SALES 10 1 3500 350 20 CO2 TPE 19 SALES 10 3500 350 20 SD FME 20 SALES 10 3500 350 20 SD FME 21 SALES 10 3500 350 20 SD FME 22 SALES 10 1 3500 350 20 SD FME 23 PRODUCE/SEAFOOD 3 1200 120 10 FME 24 SEASONAL SHOP 10 3500 500 20 SD FME 25 SALES 10 3500 350 20 SD,CO2 TPE 26 SALES 10 3500 350 SD FME 27 SALES 10 3500 350 SD FME 28 SALES 10 3500 350 20 SD,CO2 TPE 29 STAGING AREA 5 2000 200 20 FME 30 SALES 10 1 3500 350 20 SD FME 31 SALES 10 3500 350 SD FME 32 SALES 10 3500 350 SD FME 33 SALES 10 3500 350 20 SD,CO2 TPE 34 SALES 10 3500 350 20 SD FME 35 SALES 10 3500 350 20 SD,CO2 TPE 36 SALES 10 35DO 350 20 SD,CO2 TPE 37 TRAINING ROOM 3 1050 110 10 FME 38 LAYAWAY 5 1750 180 20 Qi SD FME 39 BREAKROOM 5 1750 180 20 FME 40 RECEIVING 10 3500 350 30 SD FME 41 STOCKROOM 10 3500 350 20 SD FME 42 REAR CORRIDOR 5 1750 180 20 FME 43 UPC/MERCH/SECURITY 3 1050 110 10 FME 44 CLAIMS/REAR CORR. 5 1750 180 20 FME 45 GROCERY RECEIVING 10 F40070 400 40 SD FME GENERAL NOTES: A. ROOF CURB PROVIDED BY GENERAL CONTRACTOR, COORDINATE INSTALLATION. B. ALL UNITS ARE 480 VOLT, 3 PHASE, 60 HERTZ UNLESS OTHERWISE NOTED. C. REFER TO HVAC PLAN FOR RTU ORIENTATION AND VERIFY ROOF SLOPE. D. NOVAR CONTROLS UNLESS OTHERWISE NOTED. E. 110 VOLT DUPLEX WEATHERPROOF MAINTENANCE RECEPTACLE. F. AAON ENERGY EFFICIENCY RATINGS (EER) ARE AS FOLLOWS: 20-TON: 11.1 10-TON: 11.1 5-TON: 11.7 3-TON: 11.8 * ESP = EXTERNAL STATIC PRESSURE DOWNSTREAM OF PLENUM, 0.5" UNLESS NOTED DIFFERENT. + THE CARBON DIOXIDE (CO2) SENSORS SHALL MONITOR THE CO2 LEVELS AND LIMIT THE MAXIMUM TO 1000 PPM AS RECOMMENDED BY ASHRAE 62-1989. ABOVE 1000 PPM THE ECONOMIZERS ARE ACTIVATED TO INCREASE THE OUTSIDE AIR VENTILATION RATE ABOVE THE SCHEDULED MINIMUM SETPOINT TO DECREASE CO2 LEVELS BELOW 1000 PPM. ACCESSORIES AND OSA DAMPER TYPES: SD -SMOKE-DETECTORS IN SUPPLY & FME- FULLY MODULATING ECONOMIZER. RETURN FACTORY INSTALLED. TPE- THREE POSITION ECONOMIZER. CO2 -UNIT EQUIPPED WITH RELAY FOR CO2 CONTROL AND EXTERNALLY LABELED "IAQ" IN 3" RED LTRS. RE:EM1 SEE PLANS FOR 3 RUNOUT SIZES O --� 1" MIN. 6" MIN7 t t t I t t i AIRFLOW t t � t t t t .TYPICAL CONICAL, ONTS RANCH FITTING 3.16.99 1622 24V CONTROL CKT THERMOSTAT W f? TIMER _ UNIT HEATER SCHEDULE (ELEC) MARK AREA MANUFACTURER MODEL HEATING CAPACITY V/PH/HZ NOTES KW SERVED AND EQUALS UH1 CART STORAGE MARLEY MUH-30-4 30 480/3/60 A,B UH2 CART STORAGE MODINE PTE-300 UH3 GROG. RECEIV NOTES: A. PROVIDE OPTIONAL VERTICAL LOUVERS FOR DOUBLE DEFLECTION, B. REFER TO 4/M4 FOR THERMOSTAT CONTROL. VOLUME/BALANCE DAMPER SCHEDULE TYPE MANUFACTURER/MODEL NUMBER ROUND AES RUSKIN SISNEROS WM-VCD WMRS-25 BROTHERS SBWM-VCD RECTANGULAR AES RUSKIN SISNEROS ARVCD WMD-25 BROTHERS SBR-VCD NOTE: NO SUBSTITUTIONS ALLOWED, REFER TO SPECIFICATION FOR ACCESSORIES CONTACTS: AES - (800) 786-0402 SISNEROS BROTHERS - (800) 499-0106 THERMOSTAT ON 2x4 HANDY BOX. HONEYWELL #T87F2782, `�-1/2" EMT TO HEATER 35° TO 65° RANGE (SET @ r' ROBERT SHAW #7003-060 60°) WITH LOCKING COVER �} 60 MINUTE TIMER IN 2x4 AND WALL PLATE. (MOUNT ON HANDY BOX. MOUNT 1/2" PLYWOOD AND 1/2" BENEATH THERMOSTAT. POLYSTYRENE SPACER ATTIMER NOT USED IN EXTERIOR WALL LOCATIONS). CART STORAGE. REF. PLANS FOR LOCATIONS. )HEATER THERMOSTAT TIMER NTS 4.03.00 MM23 ROOFTOP UNIT WHEN SHOWN ON PLANS - SUPPLY AND RETURN AIR PLENUMS WITH LINER. SIZE TO MATCH ROOFTOP UNIT CONNECTION. RETURN PLENUM ABOVE BOTTOM OF JOISTS JOIST 3/8" ROD ROLL DUCT TO PROVIDE 3/4" ALL -THREAD FLANGED FRAME. HARDWARE CLOTH (1" X 1 GRID) SECURE FACTORY 6" BELOW INSTALLED WITH CONTINUOUS 1" GALVANIZED JOISTS STRAPS AND SCREWS 8" O.C. MOUNTING TABS PROVIDE 55" X 22" OPENING BOLT 2" X 2" X 1/4" ANGLE OR TOWARD SUPPLY PLENUM FOR UNISTRUT ON BOTTOM CHORD OF BAR 20-TON, 36" X 20" OPENING JOISTS PARALLEL TO MOUNTING TABS ON FOR 10-TON. DROP BOX. 2 DROP BOX NTS 4.03.00 MM0.2 BOTTOM OF STRUCTURE LOADS MUS1 HUNG WITH: OF PANEL f RE: STRUC- ROOF /_ 2"x 2"x 1/4" ANGLE 611 OR UNISTRUT 6„ HANGER STRAP --\ THREADED ROD (TYP) 1" MIN 60" (MAX) 2"x 1/4" ANGLE OR UNISTRUT RECTANGULAR DUCT RECTANGULAR DUCT PERPENDICULAR TO STRUCTURE PARALLEL TO STRUCTURE LOAD RATED FASTENERS I ROOF I OPTIONAL ROUTING IN CONCEALED AREAS --� 31 BOTTOM OF ROUND SUPPLY STRUCTURE AIR DUCT TW I ST STRAP A ��,F- 1 LOADS MUST BE ,, HUNG WITHIN 6 0 54 16 GA. GALV. STEEL OF PANEL POINTS ,,0 BAND (2" WIDE) RE: STRUT 210 ROUND DUCT SUPPLY REGISTER, RE: FLOOR PLAN FOR SIZE. AND LOCATION, MOUNT REGISTERS @ 30°ANGLE IN STOCKROOM AREA AND 15° ANGLE IN SALES AREA, EXCEPT THOSE SHOWN ON BOTTOM OF DUCT ON THE PLAN. PERPENDICULAR TO JOIST PARALLEL TO JOIST UCT SUPPORT AND GRILLE NTS 03.27.00 MMO1 LOAD RATED FASTENERS ROOF 51 HVAC SYMBOLS THERMOSTAT Q TIMER 0 POTENTIOMETER SUPPLY DUCT IN SECTION RETURN OR EXHAUST DUCT IN SECTION ELBOW WITH TURNING VANES NOS NIGHT OVERRIDE SWITCH VOLUME CONTROL DAMPER TEMPERATURE SENSOR CALLOUT l HUMIDITY SENSOR CALLOUT SHEET METAL SCREWS (TYP) 2"x 2"x 1/4" ANGLE OR UNISTRUT ko i 12' LZ-21,23,25 #10W ENTIRE CCT-ALL 4' 19' 22' 21' LZ-15,17,19 E J 0 Y J Y El 0 J 0 LU2-9 IG LZ-23,25 Y J J 0 fIG LU2-10,12 SC 3' LZ-29 WAL-MART PHONE BOARD --, 16.962 PHONE CO. BOARD —� 16.960 ALARM BOARD --� LZ-17,19 I 0 0 LZ-25 E LU2-12 SC 21' A LZ-1 El LZ-27 #10W EN CCT E ELECTRICAL ROOM #1 POWER PLAN SCALE: 1/4"=1'-0" MERCHZUPC POWER PLAN SCALE: 1/4"=1'-0" rf en. A n I' u 15' 1 23' El CO 16.136 TYP IG LU2-11 a El J 0 J 0 MOUNT TO BOTTOM OF IG NEAREST BAR JOIST, TYP SC LU2-5,7 36' FRONT CHECKOUT POWER PLAN SCALE. 1/8 -1 0 23' LY-25 LY-31 l 16' U C 23' 18' LY-21,23,25 y J J Y J Y El 0 J 0 LY-27,29,31 LY-37 #10W ENTIRE LY-29,31 CCT 31 y J Y J #10 GR El J 0 J Y J Y 0 J 0 LU2-7 22' LY-23,25 ELECTRICAL ROOM #2 POWER PLAN SCALE: 1/4"=1'-0 SILVER LD-109 RECOVERY +12" GFI L D - 9 6 WiH CABINET CABINET TOR 1211 17' 1 13' 12' 12' 0 0 LY-35,37 12 Y J ,`� 0 LY-33,35,37 4' ILY-39 13° LZ-64(50/2) 3/4"C,3#8, ELECTRLCAL ROOM #3 POWER PLAN SCALE: 1/4"=1'-O" REFRIGERA ,+ _ A.. +48 T`+0 r�� LD 102 CONNECT TO OUTLETS PROVIDED LD-92 P LD-101(30/2) WITH PROJECTION TV STAND AND LDP-8,10 p or #8W,IG DIVIDE LOAD EQUALLY BETWEEN CIRCUITS LDP-8 AND LDP-10 P FILM JIE J CABINET MACHINE „A LD-100 P LDP-11 LD-94 CEILING FAN FURNISHED P BY OWNER, INSTALLED LD-98 M BY CONTRACTOR PREINSTALLED OUTLET CABINET CF BOX, FURNISH AND B PRINTER POWER CORD AND PLUG INSTALL VARIABLE SPEED P FURNISHED WITH POWER 1"C CEILING FAN SWITCH POLE. MAKE FINAL CONNECTIONS - AS REQUIRED; TYP OF 2 U) METAL J FILM All CABINET FOR REFERENCE INSTALL OWNER FURNISHED PREWIRED LD-57 ONLY, TELEPHONE POWER POLES,TYP OF 2. 6„ IG INSTALLED BY OTHERS METAL LD-97 (50/2 ) 16.147 1 - 2 1 /2 % FILM 3/4"C,#6W, IG IPLEX TWISTLOCK CABINET 'CEPTACLE FLUSH IG )UNTED IN I L I NG FOR 16.226 )MMUNICATIONS SOUND SYSTEM MASTER liCK, TYP tD-105 CONTROL. MOUNT AT TYP16.3511"C COPY PRINT BASE OF SHELVING UNIT STATION CABINET E ,. +26 " E E +26 " 2 4 " x 3 4 SOLID TYP OF 2 16.975 CUBE LD-107 +26"16.147 IG PREINSTALLED OUTLET BOX. FURNISH ROUTE ALL CIRCUITRY THROUGH P AND INSTALL RECEPTACLE, COVER COUNTERS AND WALLS UNLESS PLATE, AND CIRCUITRY. OTHERWISE NOTED. C2 PHOTO �'�4 OWER PLAN SCALE: 1/46.22.8 WME-40OP LDP--3 , 5 LDP-9,11 ELECTRONICS C/O ELECTRONICS POWER PLAN SCALE: 1/8"=1 ' -Q" — KEYNOTES 16.082 INSTALL OWNER FURNISHED PREFABRICATED 16.147 FURNISH AND INSTALL A BLACK COVERPLATE ELECTRICAL DISTRIBUTION CENTER (EDC). ON ALL ISOLATED GROUND RECEPTACLES FED EQUIPMENT AND INTERNAL WIRING ARE FROM UPS PANELS. FURNISH AND INSTALL SHOWN FOR INFORMATION PURPOSES ONLY. A WHITE COVERPLATE ON ALL OTHER THE EDC WILL ARRIVE PREWIRED AND IS AN ISOLATED GROUND RECEPTACLES. ENGRAVE ETL LISTED ASSEMBLY. PANELBOARD AND CIRCUIT POSITION ON ALL ISOLATED GROUND RECEPTACLE COVERPLATES 16.136 FURNISH AND INSTALL TWO JUNCTION BOXES, WITH "0" AND "Y" CONNECTORS 16.156 DISPLAY POWER DROPS: FURNISH AND ABOVE OR BETWEEN TELEPOWER POLES AS INSTALL A 4" SQUARE JUNCTION BOX AT SHOWN ON DRAWINGS. MOUNT JUNCTION BAR JOIST IN THE LOCATION SHOWN. BOXES TO BOTTOM OF BAR JOISTS. APPROXIMATELY 90 DAYS PRIOR TO POSSESSION DATE, A FINAL MERCHANDISE INSTALL TELEPOWER POLES AND PIGTAILS PLAN WILL BE ISSUED BY WAL-MART. IF ; WHEN OWNER SETS COUNTERS. FURNISH AND POWER DROPS ARE AFFECTED BY INSTALL UNISTRUT OR SIMILAR SUPPORTS MERCHANDISING CHANGES, A REVISION OF AND HARDWARE FOR SECURING TOP OF THIS PLAN WILL BE ISSUED SHOWING FINAL TELEPOWER POLES TO BUILDING STRUCTURE LOCATIONS FOR DISPLAY POWER DROPS. AS REQUIRED. METHOD OF ATTACHMENT, FURNISH AND INSTALL CIRCUITRY TO UTILIZING OWNER FURNISHED POLE DISPLAYS AND RACKS WHEN THEY ARE SET EXTENDERS, MUST ALLOW FOR VERTICAL BY THE OWNER. THERE SHALL BE NO MOVEMENT OF POLE. ADDITIONAL CHARGE TO THE OWNER FOR DROPS RELOCATED WITHIN 15 FEET FROM REUSE ALLEXISTING TELEPOWER POLES, WHERE SHOWN ORIGINALLY. REFER TO 0 , AND Y CONNECTORS, AND FLEXIBLE POWER DROP SCHEDULE FOR INSTALLATION CONDUIT PIGTAILS. ADDITIONAL NEW REQUIREMENTS. PREWIRED TELEPOWER POLES, CONNECTORS AND PIGTAILS WILL BE FURNISHED BY 16.157 LABEL POWER DROPS UPON INSTALLATION OF OWNER AS REQUIRED. JUNCTION BOX IN THE FOLLOWING MANNER: ATTACH A 4" X 6" INDEX CARD AND 16.142 FURNISH AND INSTALL (2) 3" CONDUITS FLUORESCENT MARKING TAPE TO BOX. TAPE WITH PULLWIRE TO SALES AREA CEILING TO EXTEND BELOW CEILING LINE. CAVITY. FURNISH AND INSTALL (1) 3" CONDUIT TO BOTTOM OF BAR JOIST. 16.226 ROUTE FLEXIBLE CONDUITS UNDER CABINET TERMINATE CONDUITS WITH BUSHING. STUB FOR DUPLEX RECEPTACLE, CASH REGISTER OUT 6" BELOW CEILING. RECEPTACLE, AND DATA CABLE. 16,303 FURNISH AND INSTALL A 4' X 4' X 3/4" PLYWOOD BACKBOARD FOR TELEPHONE EQUIPMENT, AS SHOWN. FURNISH AND INSTALL ONE (1) 4" CONDUIT WITH PULL WIRE FROM TOP OF TELEPHONE BACKBOARD TO BAR JOISTS, TURN HORIZONTAL WITH SWEEPING ELBOW, AND STUB 1'-0" INTO CEILING CAVITY ABOVE SALES AREA. 16.351 CONDUIT FOR SOUND SYSTEM CABLES, SIZE AS NOTED. STUB UP FROM BELOW SHELVING UNIT TO BAR JOISTS. TERMINATE CONDUIT WITH BUSHING AT EACH END. SOUND SYSTEM CABLES FURNISHED AND INSTALLED BY OTHERS. 16.960 UPON CONTRACT AWARD, CONTACT MR. MARTIN NOSIE OF BELL SOUTH TELEPHONE COMPANY AT (407)327-0447 AND COORDINATE ALL DETAILS OF THE TELEPHONE SERVICE, ESPECIALLY RELOCATION OF THE INCOMING CABLE AND ASSOCIATED TERMINAL BLOCK. DUE TO THE LONG LEAD TIME REQUIRED FOR THE TELEPHONE COMPANY TO OBTAIN NECESSARY MATERIALS FOR THIS WORK, IT IS CRITICAL THAT THIS COORDINATION TAKE PLACE AS EARLY AS POSSIBLE. FURNISH AND INSTALL A 4' X 8' X 3/4" PLYWOOD TELEPHONE BOARD IN THE LOCATION SHOWN. FURNISH AND INSTALL ONE #6 COPPER INSULATED GROUND WIRE FROM THE ELECTRICAL SERVICE GROUND TO THE TELEPHONE BOARD. FURNISH AND INSTALL A 4" TELEPHONE SERVICE CONDUIT. STUB UP AT TELEPHONE BOARD +12" ABOVE FINISH FLOOR AND CAP, INSTALL 24" UNDERGROUND TO BEYOND FOUNDATION OR, IF AREA IS PAVED, TO BEYOND PAVEMENT. VERIFY REQUIREMENTS WITH TELEPHONE COMPANY. ELECTRICAL CONTRACTOR TO COMPLETE ALL REQUIRED TELEPHONE SYSTEM WORK 35 DAYS PRIOR TO OWNER POSSESSION DATE. TELEPHONE SYSTEM INSTALLED BY OTHERS. 16.962 FURNISH AND INSTALL ONE (1) 4" CONDUIT WITH PULL WIRE FROM TOP OF TELEPHONE BOARD TO BAR JOISTS, TURN HORIZONTAL WITH SWEEPING ELBOW, AND STUB 1'-0" INTO CEILING CAVITY ABOVE SALES AREA. 16.964 INSTALL ELECTRICAL EQUIPMENT AS SHOWN. DEVIATIONS FROM THIS LAYOUT MUST BE APPROVED BY THE ENGINEER. LDP-1,3,5 WIREWAYS ARE NOT PERMITTED. GROUPING #10W ENTIRE OF HOMERUN CIRCUITRY INTO LARGE CCT-ALL CONDUITS OR RACEWAYS FOR ROUTING TO .- _ _ _ _ PANELBOARDS IS NOT PERMITTED. 1 16.965 KEEP HORIZONTAL WALL SPACE OCCUPIED BY 1 ELECTRICAL EQUIPMENT TO A MINIMUM (2" DP-7,9,11 MAXIMUM BETWEEN PANELS). 1OW ENTIRE CT -ALL f 16.975 FURNISH AND INSTALL SINGLE GANG BOX AT E LOCATIONS SHOWN FOR ETHERNET(E) DATA CABLES. INSTALL ONE 3/4" CONDUIT WITH PULL WIRE FROM EACH BOX TO BAR JOISTS. TERMINATE CONDUIT WITH BUSHING AT EACH i END. LDP-2,4,6 #10W ENTIRE CCT-ALL ROUTE 1/2" EMT TO JUNCTION BOX TYP ROUTE CONDUIT ALONG SHELVING UNIT BETWEEN. OUTLETS, TYP WAL*MAmT SUPERCENTER EXPANSION STORE #857 SANFORD> FL 11 RECEPTACLES MOUNTED ULIMM +12" TO SHELVING UNIT. -5004 TYPICAL UNLESS NOTED BENCHMARK GROUP KANSAS. 72756 127 W. WALNUT ROGERS. ARKANSAS. 72756 OTHERWISE. JOB NO.:99-5476 DESIGNED BY: RYJ 03 OCTOBER 2000 �E� z z z000 To the beat of my knowledge these plans and specifications comply with the applicable u buitdin codes. FRONT CHECKOUTS/ ENLARGED POWER PLANS E2,10,_ � J J 4 4 s i 4 t I 1 I i 4 4 i 4 4 4 4 4 3/4"C, 3#8, 1#10 OR CONDUIT CONCEALED TO PANEL LD IN.WALL IN EDC1 MOUNT CENTER :OF: !1 TO PANEL LU1 :BOX +40" IN EDC1 i :UPS RECEPTACLE +J IRE: SPEC. 16100 � #YPE4SOONDUCTOR +' PORTABLE CORDZ° BATTERY CABINET 6`-0" LONG TYP e iUPS ELECTRONICS iUPS FURNISHED I ' AND INSTALLED UPS PLUG , RE: SPEC 161001 BY OWNER TYP OF 2 i ELEC/COMM i ROOM S UPS AND DISTRIBUTION DE�-�l L NTS 9.29.9 WMOD IITT1 TTY CT`S FURNISHED AND INSTALLED BY UTIITY COMPANY IN TRANSFORMER. UPS RECEPTACLE RE: SPEC 16100 AND SHEET E2.3 STRAIN RELIEF CONNECTOR CRITICAL POWER PANEL _- t #6 COPPER WIRE 10 GROUNDING ELECTRODE #6, 4 CONDUCTOR TYPE SO PORTABLE CORD 8'-0" LONG L-UPS PLUG RE: SPEC 16050 UPS FURNISHED AND INSTALLED BY OWNER UPS AND DISTRIBUTION DETAIL NTS 9.29.9 WME-110A Fi n1r*maihimii .,.,,.�.;TORS AND TRENCHING BY CONTRACTOR K'_,��U ILIiTY COORDINATION DETAIL NTS 1.20.8 WME-130 MAIN WATER SHUT-OFF VALVE EXTERIOR WALL VERTICAL BUILDING STEEL (1) #3/0 AWG THWN, I3/4"C PVC (EACH) (1) #6 BARE CU., 3/4"C.PVC, ROUTE rTO TELEPHONE EQUIPMENT MAIN SWITCHBOARD "MSWB" NEUTRAL BUS PROVIDE BUILDING STEEL MAIN BONDING JUMPER, GROUND CONNECTOR, O-Z/ (1) #750 KCMIL THWN GEDNEY #QG OR EQUAL EQUIPMENT GROUND BUS x M 2"MIN 6 FINISHED o FINISHED FLOOR GRADE OF BUILDING vl I I�f I ICI f l-1 III�III-III=III- ----- 12" MIN. �III.III^III (1) #4 AWG BARE COPPER, 1/2"C, PVC (1) #6 AWG BARE III- COPPER, 1/2"C, PVC 12" MIN. 2 o z EXOTHERMIC WELD w CONCRETE ENCASED GROUNDING ELECTRODE, #4 AWG BARE CU. CONDUCTOR PLACED HORIZONTALLY MINIMUM 20'-0" ENCASED 5/8°x 10'-0" DRIVEN NEAR BOTTOM OF FOOTING. CONNECT TO PROVIDE 4" GRC WITH FEMALE COPPER -CLAD GROUND REBAR AT 2 SEPERATE CLEANED POINTS THREADED END AND MALE ROD (MIN) WITH O-Z/GEDNEY #ABG-0325 THREADED PLUG COMPRESSION FITTING OR EQUAL. GROUNDING ELECTRODE SYSTEM INSTALLATION SHALL BE IN STRICT COMPLIANCE OF LOCAL CODES AND/OR AUTHORITY HAVING JURISDICTION. ("' � GROUNDING ELECTRODE �DEAIL NTS 12.2.6 WME-108 SHUNT TRIP PUSH BUTTON TO BE INSTALLED IN A LOCKABLE BOX ON THE REAR WALL OF BUILDING. ALL ITEMS TO BE PROVIDED AND INSTALLED BY CONTRACTOR PB RE: 6/E2.3 L.D-118 KEYNOTES 16.081 INSTALL OWNER FURNISHED PREFABRICATED ELECTRICAL DISTRIBUTION CENTER (EDC). EQUIPMENT AND INTERNAL WIRING ARE SHOWN FOR INFORMATION PURPOSES ONLY. THE EDC WILL ARRIVE PREWIRED AND IS AN ETL LISTED ASSEMBLY. UPON AWARD OF CONTRACT, CONTACT DARLINE CASEY OR ERNIE NORTHERN OF HILL PHOENIX AT (800) 899-6973 TO PROCURE FINAL EDC LAYOUT AND ARRANGE FOR DELIVERY. 16.963 ARRANGE ALL REQUIRED WORK ON THE EXISTING SERVICE AND DISTRIBUTION EQUIPMENT SO THAT INTERRUPTION OF SERVICE TO LIGHTS, CASH REGISTER RECEPTACLES, ETC. IS KEPT TO A MINIMUM WHILE STORE IS IN OPERATION. COORDINATE ANY DISRUPTION WITH WAL- MART PRIOR TO DISRUPTION. 16 966 ALL EXISTING PANELS AND TRANSFORMERS ARE LOCATED IN AREAS TO BE DEMOLISHED. INSTALL NEW PANELS AND TRANSFORMERS AND FEED AS SHOWN. CIRCUITRY FED FROM THESE EXISTING FRONT ELECTRICAL PANELS IS CRITICAL TO STORE OPERATION. (ESPECIALLY PANELS LE & LF, WHICH FEED THE CASH REGISTER SYSTEM.) CHANGEOVER WORK ON THESE PANELS SHALL BE COORDINATED WITH THE STORE MANAGER AND DONE AT A TIME WHEN THE STORE I5 NOT IN OPERATION, 16.997 POWER SWITCHING PANEL VENDOR TO INSTALL CURRENT LIMITING FUSES IN POWER SWITCHING PANEL TO LIMIT AVALABLE FAULT TO WITHIN PANEL AIC RATING. ELECTRICAL SERVICE AND METERING NOTES 1. ELECTRICAL SERVICE: (A) COORDINATE ALL SERVICE AND METERING DETAILS INCLUDING RELOCATION OF EXISTING UTILITY LINES (IF REQUIRED) WITH BOB E4 McCORMICK OF FP&L AT (407) 328-1902. M FURNISH AND/OR INSTALL ALL REQUIRED —__�.__ �___.___—__—__—__MATERIAL AND LABOR I N COMPLIANCE WITH TH —_.__.__—__—__—__—__—_®__®__—__—__®__®__—__�__—__®__®__®_ 1---�------ 2 � POWER COMPANY REQUIREMENTS TO PROVIDE A MSWB E4 COMPLETE ELECTRICAL SERVICE AS SHOWN ON ` 4000 DRAWINGS. (MULTIPLE SETS OF SERVICE ENTRANCE CONDUCTORS PER NEC 230-40 & 230- ' 2 EXCEPTION 7). 1i ! 600 600 600 800 800 800 B COMPRESSOR CONTRACTOR TO INSTALL HOUSE #1 CONDUIT AND WIRING RE: 1/GE3 FROM PANEL LD TO MSWB AND PUSH BUTTON BOX FOR COMPRESSOR ; SHUNT TRIP CONTROLS. HOUSE #2 WIRE PER MANUFACTURER RE: 1/GE3 , SPECIFICATIONS PANEL H4B IN EDC4 RE: 1/GE3 PANEL H4A ; IN EDC4 RE: 1/GE3 ; NOTE: TRANSFORMERS SHALL BE GROUNDED IN ACCORDANCE WITH NEC 250-26. THE CONCRETE ENCASED GROUNDING ELECTRODE SUPPLEMENTS THE NEC REQUIREMENTS. CONNECT TO TRANSFORMER CASE. GROUNDING ELECTRODE CONDUCTOR SHALL BE RUN IN CONTINUOUS LENGTH. CONCEAL CONDUCTOR IN WALL IF TRANSFORMER IS MOUNTED ABOVE CEILING. COORDINATE EXIT WITH CONCRETE CONSTRUCTION AND PROTECT FROM DAMAGE. GROUNDING ELECTRODE: NO.4 AWG BARE COPPER, PLACE MINIMUM 20 FT. HORIZONTALLY NEAR BOTTOM OF FOOTING. CONNECT TO REBARS AT 2 SEPARATED CLEANED POINTS (MINIMUM) WITH CADWELD OR EQUAL. 2" MINIMUM CONCRETE AROUND ENTIRE GROUNDING ELECTRODE. 1 TRANSFORMER GROUNDING K',"**�ELECTRODE DETAIL NTS 12.2.6 WME-106 BAR JOIST 3" X 2" X 1/4" STEEL ANGLES BETWEEN BAR JOIST ON EACH SIDE OF TRANSFORMER. MOUNT ANGLE WITHIN 4" OF PANEL POINT (WHERE WEB BRACING ATTACHES TO BOTTOM CHORD). BOLT OR CLAMP ANGLES TO BAR JOIST. DO NOT CUT OR DRILL HOLES IN BAR JOIST. TRANSFORMER CEILING MOUNTING BRACKETS. STEEL ROD, AS FURNISHED BY TRANSFORMER 1/2"THREADED DRILL 5/8" HOLES THROUGH MANUFACTURER OR USE ANGLES AND INSTALL LOCK 2 X 2" X 1/4" ANGLES. WASHERS AND NUTS ON EACH BOLT TRANSFORMER TO BRACKETS SIDE. (TYP.) OR ANGLES. 7r_ TRANSFORMER MOUNTING DETAIL NTS 12.2.6 WME-109 PRIMARY �____________________ _______-_______- SECONDARY AVAILABLE THREE-PHASE FAULT i i CURRENT AT THE SECONDARY TERMINALS OF i 7 - 4"C i THE UTILITY TRANSFORMER IS 21,378 AMPS LLW i 4 - 750KCMIL TRANSFORMER: ' RMS FOR A 1500KVA TRANSFORMER PER ! EACH RE: CIVIL j UTILITY COMPANY INFORMATION. �It DRAWINGS FOR i i 4-700KCMIL AL EXACT SIZE ! i EACH) CT AND LOCATION i 1-1 1/4 % FROM CT'S i REPRESENTS THE AVAILABLE FAULT CURRENT IN i TO METER BY CONTRACTOR i RMS SYMMETRICAL AMPERES AT THE RESPECTIVE i TRANSFORMER, PANEL, OR EQUIPMENT, I i �.________________ _- _---___________ METER MOUNTED ON REAR WALL 3 20 911 H1 H2 H3 7654321 7654321 7654321 fx 0x1 x2 x3 OND SECONDARY NEUTRAL TO GROUNDING ELECTRODE CONDUCTOR AND TO BUILDING STRUCTURE IN ACCORDANCE WITH NEC 250-26. TRANSFORMER NEUTRAL 4 BONDING DETAIL NTS 4.29.7 WME-107 CONNECTED LOADS TABLE LOAD BREAKDOWN EXISTING ADDITIONAL TOTAL LARGEST MOTOR 25 HP HEATING 388.9 KVA 513.8 KVA 902.7 KVA COOLING 355.0 KVA 383.5 KVA 738.5 KVA LIGHTING 186.7 KVA 204.6 KVA 391.3 KVA MISCELLANEOUS 157.8 KVA 428.1 KVA 585.9 KVA KITCHEN 108.3 KVA 108.3 KVA REFRIGERATION 719.7 KVA 719.7 KVA 3 - 3"C, i (B) FURNISH AND INSTALL ALL NECESSARY \ e 4-30OKCMIL, 1 - 1 1/2"C 4,640 ITEMS INCLUDING THE FOLLOWING (IF ST �j ST ST j ST ST � 2'C,4#2/O> - i 1#1/0 GR EACH REQUIRED): TRENCHING AND BACKFILLING, (3 - 31. 1#6GR 3#2/0,1#6GR TD 1#3GR,C,4#3/0, PRIMARY CONDUIT CONCRETE TRANSFORMER (2"C,4#4/0 AL, (2"C,3#4/0 AL, ' 4-400KCMIL AL, 1#4AL OR) 1#4AL OR) 112.5KVA 1#3 IG EACH ( PAD, SECONDARY CONDUITS AND CABLES, C.T. 1#3/0 AL OR EACH) (2 - 2 1/2" C ; CABINET, AND GROUNDING SYSTEM. �_ _ _®__'_"-® L4-250KCMIL AL ---------------, i 18, 105 17,996 18, 10 i 1#1AL OR, 1 - 1 1/4"C, (C) ENERGIZE AND TEST NEW SERVICE BEFORE i TRANSFERRING LOADS FROM EXISTING SERVICE. i i ® #2CU ! 1#1AL IG EACH) 4#3,1#8GR r______ ______ __ _ -_ __-1 ! (1 - 1 1/4"C, 1 1 4 6 i 4#1 AL,1#6AL OR) (D) GROUND SERVICE EQUIPMENT TO COLD r _ _ _ _ _ _ _ _ - _ _ _ 9 i i WATER PIPE AND TO CONCRETE ENCASED >,5621 20,391 20,735 i i i i 1 1 i 2 640 ELECTRODE IN ACCORDANCE WITH NEC 250 AND I r _ - - - - - i i i r ® , GROUNDING ELECTRODE DETAIL. i t HA1 i i HB i i i i HC1P i HC2P i HC3P i LLD i LDP (E) FURNISH AND INSTALL MATERIALS FOR A 800 800 i i i i 22.5 225 225 j 100 I TEMPORARY CONSTRUCTION SERVICE AS FF I — 400 i REQUIRED. 75` �1i i 100 - - -�+ i (F) FOR LOCATION OF GROCERY AREA PANELS AND EQUIPMENT, REFER TO SHEETS GE3 AND 175 ® J t 50 I GE3.1. 4 S _ - - _, i i 2. CONTRACTOR MILESTONE: ALL WORK SHALL BE COMPLETED FOR UPS SYSTEM INSTALLATION 2 WEEKS PRIOR TO POSSESSION DATE. THIS 2"C 4#2/ 0, APPLIES TO BRANCH CIRCUIT WIRING FROM UPS Q 1#6GR 16'9g7 iI (i PANELBOARD TO LOADS SERVED THROUGHOUT THE 0,043 (2"C 4#4/0 AL, s' 8UPSA � STORE. 1#4AL OR) --�--- I SYSTEM ' ' B ARD NOTES HD. 800 400 1� 5 30 2 P - 200 - 1 MAIN SWITCH 0 ELEC/COMMIr ROOM _®__ : , 1. ALL OVERCURRENT DEVICES SHALL BE THERMAL _—__ I - - � _ ®- _ ® _ MAGNETIC CIRCUIT BREAKERS. -- -- --j ' 2. SWITCHBOARD SHALL BE FULLY RATED FOR 8 FAULT CURRENT (RMS SYMMETRICAL AMPERES) E4 AS SHOWN ON THE ONE -LINE DIAGRAM. 16.966 1 - 2 1/2"C, j i 3. HORIZONTAL THROUGH BUS SHALL BE FULL 4#4/0,1#4GR i SIZE. EDC1 (1 - 2 1/2"C, 4FOR SWITCHBOARDS LARGER THAN 2000 AMPERE, GR) 1 - 2 1/2"C, 4-300KAL, . DISTRIBUTION SECTION VERTICAL BUSSING 4#4/0,1#4GR 1#2AL R) SHALL BE 2000 AMPERE MINIMUM. (1- 2 1/2"C, 4-300KCMIL AL, 1 1/4"C, 1#2AL. GR) 3,281 3/4 C,3#8, 3#3,1#4GR 1 #8GR__ _ 3,343 i LU2 LZP 3#2/0,1#6GR .-_ ®____ 100 100 (2"C , 3#4/0 AL,, 225 697 4 5 6 1.- 1 1/2 C, HY -_—_-� � 16.997 1#4AL OR) � E4 E4 E4 3#1/0,1#6GR I ' (1 - 1 1/2"C,TR 225 � � 1� 5 1 - 1 1/4"C"' 30KVA ' 3#3/0 AL, ( 4#3,.1#8GR,1#8 IG, -- 1#4AL OR) (1 1 1/2-C, _ HZ ff t 150 I t 4 6 JJ TZ �112.5KVA 4#1 AL,1#6AL GR, v #8CU E4 E4 1#6AL IG) ! $3, MOUNT BREAKER TY i 75KVA ( 100} WITHIN 10 FEET -#2CU I ! OF TRANSFORMER 4 6 I 2- 2"C,4#3/0, SECONDARY i E4 E4 _=#2CU 2 - 2"C,4#1/0, 1#3GR, 11 1/4"C, , 1#4GR1 - 1 1/4 C, 1#3 IG EACH - 1$#8GR 4#3,1#8GR,1#8 IG, LY 1#4 LG, EACH � 8 KVA 4#3,4-250KCMIL AL LZ (2 - 2 1 2"C LR 3 1 0 - 1 1/2"C, (2 2"C, 1 UPS (1 - 1 1/4'C, 4 # . #8GR 1#8 IG, 4#1 AL,1#6AL OR, 4#3/0 AL, + SYSTEM 4#1 AL,1#6AL GR) \ 1#1AL OR, \ (1 - 1 1/2"C, 1#6AL IG) 300 } 1#2AL OR, I 400 1 1#1AL IG EACH) 100 } 4#1 AL,1#6AL OR, / , / 1#2AL IG EACH 7 100 1#6AL IG) 1 0 '' I E 4 ----® ' S0 , 100 4 5 6 611 ' E4 EA E4 I ! TP 1 -1 1/4 C, 100 I rrn 15KVA 4#3,'1#8GR,1#8 IG, I ' (1 - 1 1/2"C, 100 SEASONAL i 16.963 ELEC/60 ICAL = #8CU t #6ALLIG)6AL GR, I SHOP 16.966 ROOM F 16.963 ELECTR I CAL i S4, MOUNT BREAKER W I THI N 10 FEET 16.966 # \ ROOM 3 1"C,4#6j OF TRANSFORMER MULTI -SECTION P, 1#10 GR,1#10 I-----_.�__®.._—__.___ —__®__ __®__._.___—__®__—__®__®__®___1 WIRE AND CQNDUI SECONDARYTS1 (1 - 11#6ALC, LHC LVC CONNECTING MULT 100 J T#6AL IG 1 C,4#6 lOO 100 PANELS SHALL BE 60} 1#10 GR,1#10 IG SIZE AS THE FEET ONE LINE DIAGRAM (1 - 1 1/4"C, 'I SUPPLYING THE P, FURNISH AND INSTALL 4#4AL,1#6AL OR, NTS 2" EMPTY CONDUIT WITH 1#6AL IG) PULL WIRE FOR FEEDER TO FUTURE BANK NOTE: HEAVY LINES INDICATE NEW EQUIPMENT AND CIRCUITRY. DASHED LINES INDICATE CIRCUITRY INSTALLED BY EDC SUPPLIER. TENANT PHARMACY HAIR VISION SPACE CARE CENTER 2"C,4#3/0, ' 1#6GR (1 - 2 1/2"C, ' 4-250KCMIL AL, 1#4AL GR) 16.081 i 16.963 1#6GR (1 - 2 1/2"C, 4-250KCMIL AL, 1#4AL OR) 5. THE SWITCHBOARD IS PART OF A UL LISTED SERIES RATED SYSTEM THAT REQUIRES THE DOWN STREAM BREAKERS TO BE TESTED WITH THE SWITCHBOARD AS A COMPLETE SYSTEM. THE MANUFACTURER WILL PROVIDE SPECIFIC BREAKER TYPES (CATALOG NUMBERS) TO COMPLY WITH THE TESTS FOR A SERIES RATED SYSTEM. ANY REPLACEMENT BREAKERS SUPPLIED SHALL MATCH EXISTING TYPES (CATALOG NUMBERS) SUPPLIED BY THE ORIGINAL SYSTEM MANUFACTURER. FAILURE TO SUPPLY THE CORRECT BREAKERS WILL VOID THE SERIES RATING OF THE COMPLETE ELECTRICAL SYSTEM. 6. GROUNDING PER DETAIL 2/E4. An WAL*MA111 SUPERCENTER EXPANSION STORE #857 SANFORD, BENCHMARK GROUP (501)636-5004 121 W. WALNUT ROGERS. ARKANSAS. 72756 JOB NO.:99-5476 DESIGNED BY: RMJ 03 OCTOBER 2000 DEC 11 2000 / To the best of mq knowledg®-` these plans and specification9 comply with Lhe applicable minimum building codel9_ ONE LINE DIAGRAMS E4 AND DETAILS 4 GENERAL CONSTRUCTION REQUIREMENTS GENERAL aEcuiHEistN-s 1. ALL WORK SHALL BE DONE IN A SAFE AND WORKMANLIKE MANNER AND IN STRICT ACCORDANCE WITH THE LOCAL GOVERNING BUILDING CODE, NATIONAL ELECTRIC CODE, AND ALL APPLICABLE REGULATIONS AND ORDINANCES HAVING JURISDICTION, 2. THE CONTRACTOR SHALL THOROUGHLY EXAMINE ALL FACTORS REASONABLY AVAILABLE TO HIM, INCLUDING BUT NOT LIMITED TO THE DRAWINGS, PROJECT MANUAL INCLUDING SPECIFICATIONS, SOIL REPORT, SITE SURVEY WITH BOUNDARY AND TOPOGRAPHY, ACTUAL SITE CONDITIONS, LOCAL INFORMATION REGARDING SITE HISTORY AND SEASONAL WEATHER CONDITIONS. SOIL REPORT DATA MAY NOT BE ALL CONCLUSIVE AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO FURTHER INVESTIGATE SITE CONDITIONS AS HE DETERMINES NECESSARY. ANY CONSTRUCTION PERFORMED BY THE CONTRACTOR ON AN EXISTING BUILDING PAD PREPARED BY OTHERS WILL CONSTITUTE ACCEPTANCE OF THE PAD. 3. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE HIM OF ANY RESPONSIBILITY FOR PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. 4. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION OF STRUCTURAL ITEMS, IF ANY DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT EXISTS IN THE FIELD. CONTACT THE WAL-MART CONSTRUCTION MANAGER TO DETERMINE WHAT SHOULD BE DONE TO MATCH EXISTING CONDITIONS AS REQUIRED. BEGINNING OF STEEL FABRICATION MEANS ACCEPTANCE OF EXISTING CONDITIONS. 5. WAL-MART SHALL OCCUPY THE BUILDING DURING CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH WAL-MART ALL CONSTRUCTION PROCEDURES WHICH WILL INTERFERE WITH THE NORMAL DAILY OPERATIONS OF THE STORE. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM WAL-MART FOR ALL INTERRUPTIONS OF UTILITY SERVICES TO THE EXISTING BUILDING PRIOR TO THE INTERRUPTION. ACCIDENTAL INTERRUPTIONS SHALL BE REMEDIED IMMEDIATELY WITH APPROPRIATE FORCES. 6. THE EXISTING BUILDING SHALL BE PROTECTED AT ALL TIMES FROM MOISTURE, DUST AND DEBRIS. INSTALL DUST PARTITIONS AS REQUIRED AND/OR AS SHOWN TO KEEP THE EXISTING PREMISES FREE FROM DUST AND DEBRIS. PROVIDE BARRICADES SEPARATING THE PUBLIC FROM CONSTRUCTION ACTIVITY. 7. ANY DAMAGE TO WAL-MART'S PROPERTY CAUSED BY THE CONSTRUCTION PROCESS SHALL BE REPAIRED/REPLACED AT NO ADDITIONAL COST TO WAL-MART. THIS INCLUDES ALL MERCHANDISE. THE CONTRACTOR SHALL REIMBURSE WAL-MART FOR ALL DAMAGED MERCHANDISE. 8. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING BUILDING SECURITY AT ALL TIMES. THIS INCLUDES KEEPING THE BUILDING SECURE FROM PERSONS, ENVIRONMENTAL ELEMENTS, OR HAZARDS. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE INTEGRITY OF ALL EXISTING SECURITY SYSTEMS. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM WAL-MART CONSTRUCTION MANAGER PRIOR TO THE MODIFICATION OF ANY SECURITY SYSTEM OR THE DISABLING OF SUCH. IF REQUIRED, PROVIDE A BONDED SECURITY GUARD AT CONTRACTOR'S EXPENSE TO MAINTAIN SECURITY OF THE STORE. 9. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA FREE AND CLEAR OF DEBRIS. REMOVE TRASH AND DEBRIS FROM CONSTRUCTION AREA AND DO NOT ALLOW TO ACCUMULATE. NO FLAMMABLE MATERIALS LIQUIDS MAY BE STORE IN THE EXISTING BUILDING OR THE EXPANSION DURING CONSTRUCTION, PROVIDE EXTINGUISHERS AS REQUIRED BY LOCAL AND STATE AUTHORITIES, UL LISTED 2A:20BC DRY CHEMICAL FIRE EXTINGUISHERS, ACCESSIBLE AT ALL TIMES WITHIN ALL CONSTRUCTION AREAS. 10. AT TIME OF POSSESSION, WAL-MART WILL PROVIDE FIRE EXTINGUISHERS IN ACCORDANCE WITH NFPA 10. ONE 2A:10 B/C RATED EXTINGUISHER WILL BE PROVIDED FOR EACH 3000 S.F. AND LOCATED SO THAT TRAVEL DISTANCE TO THE CLOSEST FIRE EXTINGUISHER IS NO MORE THAN 75 FEET. FINAL FIRE EXTINGUISHER LOCATIONS ARE TO BE APPROVED BY THE FIRE MARSHAL. 11, THE CONTRACTOR SHALL MAINTAIN THE REQUIRED NUMBER OF EXITS FROM STORE. MAINTAIN EXITS, EXIT SIGNS AND EMERGENCY LIGHTING AT ALL TIMES AS REQUIRED BY THE GOVERNING AUTHORITIES. 12. COORDINATE CONSTRUCTION SEQUENCING WITH WAL-MART CONSTRUCTION MANAGER AND PHASING SCHEDULE PROVIDED BY WAL-MART. BASED ON THIS PHASING SCHEDULE, DEVELOP A SCHEDULE OF WORK INDICATING THE STARTING AND COMPLETION DATES OF THE DIFFERENT PHASES OF THIS PROJECT. SUBMIT THE SCHEDULE TO WAL-MART FOR APPROVAL WITHIN TEN (10) DAYS PRIOR TO THE SIGNING OF THE CONTRACT, WAL-MART RESERVES THE RIGHT TO REVISE THIS SCHEDULE TO BEST MEET THEIR NEEDS FOR STORE OPERATIONS AT NO ADDITIONAL COST TO WAL-MART. AS THE CONSTRUCTION PROGRESSES, UPDATE WORK SCHEDULE IN WRITING TO THE STORE MANAGER AND CONSTRUCTION MANAGER EVERY 4 WEEKS (OR AS NEEDED TO MAINTAIN STORE OPERATIONS). 13. REMOVE ANY EXISTING ITEMS, SERVICES, FINISHES/OR SURFACES AS REQUIRED FOR THE INSTALLATION OF NEW CONSTRUCTION. PROVIDE FURRING FOR NEW CONDUITS AND PIPING, SHOWN OR NOT, AND FINISH OUT FURRING TO MATCH ADJACENT EXISTING FINISHES. 14. REPAIR, RE-ROUTE AND EXTEND ALL SERVICES, PIPING, CONDUIT OF EXISTING ITEMS AND EQUIPMENT AS REQUIRED DURING THE CONSTRUCTION PROCESS FOR THE COMPLETE INSTALLATION AND OPERATIONS OF NEW EQUIPMENT. THIS INCLUDES ALL ITEMS SHOWN OR NOT SHOWN ON THE DRAWINGS. RESET EXISTING EQUIPMENT OR RELATED ITEMS AS REQUIRED FOR PROPER OPERATION. 15. PATCH, REPAIR AND REFINISH EXISTING CONSTRUCTION AT INTERFACE OF NEW CONSTRUCTION. 16, ALL QUESTIONS RELATING TO THE CONSTRUCTION OF THIS PROJECT SHALL BE DONE IN WRITTEN FORM USING THE "REQUEST FOR INFORMATION" FORM, INCLUDED IN THE SPECIFICATIONS SECTION 01036. THROUGH THE GENERAL CONTRACTOR ONLY. FOLLOW INSTRUCTIONS WHEN COMPLETING AND SENDING THIS FORM. SITE VERIFICATION REQUIREMENTS 1. EXISTING CONDITIONS SHOWN IN THESE PLANS ARE FROM LIMITED FILED OBSERVATIONS BY THE ARCHITECT AND ORIGINAL DESIGN DRAWINGS. ALL EXISTING MATERIAL, DIMENSIONS, ELEVATIONS, AND GENERAL CONDITIONS OF THE BUILDING SHALL BE VERIFIED BEFORE PURCHASE OF MATERIAL AND CONSTRUCTION. NOTIFY WAL-MART CONSTRUCTION MANAGER OF ANY DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS IMMEDIATELY. 2. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES (WHETHER SHOWN OR NOT) PRIOR TO THE SUBMISSION OF HIS BID OR THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE WAL-MART CONSTRUCTION MANAGER OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON DRAWINGS. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND UTILITY SERVICES PRIOR TO ANY EXCAVATION 3. THE CONTRACTOR SHALL VERIFY ALL GRADES AND PROPOSED FINAL GRADES. IF RAMPS, STOOPS OR STAIRS ARE INSTALLED, VERIFY FINAL GRADES SURROUNDING THE NEW CONSTRUCTION AND ADJUST STAIR RISERS, RAMP LENGTHS, ETC, TO ACCOMMODATE THE REQUIRED RAMP SLOPE OR RISER HEIGHTS. ALL RAMPS AND STAIRS SHALL MEET ADA ANO8AT_�IHANDICAP ACCESSIBILITY REQUIREMENTS. IF THERE IS A CONFLICT IN FIELD CONDITIONS, NOTIFY WAL-MART CONSTRUCTION MANAGER PRIOR T NSTRUCTION OR ORDERING OF MATERIALS. 4. THE CONTRACTOR SHALL VERIFY THE EXISTING FINISH FLOOR ELEVATION AT ALL NEW OPENINGS OF THE EXISTING BUILDING PRIOR TO ESTABLISHING THE FINISH FLOOR ELEVATION. THE CONTRACTOR SHALL VERIFY EXISTING FOUNDATION DEPTHS TO INSURE PROPER BLOCK COURSING. ANY DISCREPANCY SHALL BE REPORTED TO THE WAL-MART CONSTRUCTION MANAGER AND THE ARCHITECT PRIOR TO CONSTRUCTION. A DEMOLITION PLAN NOTES DEMOLITION REQUIREMENTS . ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER AND IN STRICT ACCORDANCE WITH OSHA REGULATIONS. 2. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK INCLUDES, BUT IS NOT LIMITED TO, THE DEMOLITION AND REMOVAL OF WALLS, DOORS, FIXTURES, PLUMBING, MECHANICAL AND ELECTRICAL ITEMS INCLUDING CONDUITS AND DUCTWORK AS SHOWN ON DRAWING OR AS REQUIRED FOR THE INSTALLATION OF THE NEW WORK FOR A COMPLETE JOB. REPLACE ANY/ALL FLOOR, WALL OR CEILING FINISHES DAMAGED AS A RESULT OF DEMOLITION, MATCH EXISTING ADJACENT FINISHES. 3. WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR OR A MINIMUM OF 6" ABOVE FINISH CEILING. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING, BRACING AND SUPPORT SYSTEMS FOR EXISTING STRUCTURE AND TO KEEP THE EXISTING STRUCTURE INTACT AND IN A SAFE CONDITION DURING DEMOLITION AND NEW CONSTRUCTION. THE CONTRACTOR SHALL RETAIN A REGISTERED PROFESSIONAL ENGINEER TO DESIGN THE SHORING OR BRACING AND SPECIFY DEMOLITION PROCEDURES. IT IS THE CONTRACTOR'S RESPONSIBILITY FOR MEANS AND METHODS OF DEMOLITION AND NEW CONSTRUCTION. 5. PRIOR TO THE EXCAVATION OF FOUNDATIONS ADJACENT TO THE EXISTING STRUCTURE, PROVIDE ADEQUATE SUPPORT FOR THE SUB -BASE TO PREVENT UNDERMINING OF EXISTING BUILDING. 6. DURING DEMOLITION AND RECONSTRUCTION, THE CONTRACTOR SHALL COORDINATE WITH THE WAL-MART CONSTRUCTION MANAGER ANY REQUIRED SAFETY BARRIERS OR BARRICADES. PROVIDE BARRICADES SO AS TO PRECLUDE INTRUSION OF PUBLIC INTO CONSTRUCTION AREAS. 7. REFER TO WAL-MART SUPPLIED CONSTRUCTION PHASING SCHEDULE FOR PHASING OF DEMOLITION AND NEW CONSTRUCTION. COORDINATE DEMOLITION WITH NEW CONSTRUCTION IN ORDER THAT THE STORE WILL HAVE UNINTERRUPTED WATER, SEWER, ELECTRICAL, GAS AND FIRE PROTECTION SERVICE. 8. REMOVE ONLY AS MUCH EXTERIOR WALL AS CAN BE MADE WEATHER TIGHT IN ONE WORKING DAY. TIE-IN ROOF SYSTEM AT A RATE THAT CAN BE MADE WEATHER TIGHT IN ONE WORKING DAY. THE EXISTING EXTERIOR WALL ADJACENT TO THE EXPANSION AREAS SHALL REMAIN UNTIL THE NEW CONSTRUCTION IS COMPLETE, SECURE AND WATERTIGHT. THE DEMOLITION OF EXTERIOR WALLS SHALL BE DONE IN PHASES. 9. WHEN INSTALLING ROOF JOIST EXTENSION THROUGH EXISTING MASONRY WALLS, REMOVE ONLY ENOUGH MASONRY AS REQUIRED TO INSTALL EXTENSION. CLOSE OPENING AT WALL AND ROOF SO AS TO PRECLUDE INFILTRATION OF MOISTURE INTO BUILDING. 10. ALL DEMO MATERIALS NOT SALVAGED BY WAL-MART SHALL BE REMOVED BY THE CONTRACTOR. COORDINATE WITH WAL-MART STORE MANAGER REGARDING MATERIALS TO BE SALVAGED BY WAL-MART. REFER ALSO TO SPECIFICATION SECTION 02770 FOR SALVAGED ITEMS. 11. REFER TO SHEET TC1 FOR TEMPORARY DUST PARTITION CONSTRUCTION AND SHEET CS1 FOR LOCATION. CONSTRUCT DUST PARTITION PRIOR TO BEGINNING DEMOLITION. RELOCATE EXISTING SALES WALL SHELVING STANDARDS FROM THE WALL BEING DEMOLISHED TO THE TEMPORARY DUST PARTITION, PROVIDE ADEQUATE BLOCKING AND BRACING FOR SUPPORT OF SHELVING AND MERCHANDISE. DO NOT USE TEMPORARY DUST PARTITION AS STORING AND/OR BRACING OF EXISTING BUILDING COMPONENTS. 12. TEMPORARY DUST PARTITIONS ARE AS FOLLOWS. COORDINATE TYPES FOR EACH LOCATION WITH WAL-MART CONSTRUCTION MANAGER. REFER ALSO TO SHEET CS1 AND TC1, BRACE DUST PARTITION SO AS TO PRECLUDE LATERAL MOVEMENT OF PARTITION. TYPE "A" CONSTRUCTED OF 2X4'S AT 24" O.C. BELOW CEILING AND 48" O.C. FROM CEILING TO ROOF DECK, PROVIDE 4'-0"X8'-O" HORIZ. SHEETS OF 1 /2" CD PLYWOOD SHEATHING FLOOR TO ROOF DECK WITH 6 MIL. POLY SHEETING. TYPE "B" CONSTRUCTED SAME AS TYPE "A", EXCEPT 6 MIL. CLEAR POLY SHEETING. FROM CEILING TO ROOF DECK IN LIEU OF WOOD STUDS AND PLYWOOD, OVERLAP SHEETING AT JOINTS A MINIMUM OF 1'-0" AND CONTINUOUSLY TAPE JOINTS. ATTACH SHEETING FROM CEILING TO ROOF DECK FOR DUST PROOF CONDITION. TYPE "C" CONSTRUCTED OF 2X4'S AT 24" O.C. FROM FLOOR TO ABOVE DEMOLITION AREA THEN FRAME 2X4'S AT ANGLE BACK TO EXISTING WALL. PROVIDE 1/2" CD EXTERIOR PLYWOOD SHEATHING. TYPE "D" CONSTRUCTED SAME AS TYPE "A" EXCEPT ADD THERMAL BATT (BLANKET) INSULATION AT STUD SPACE. DUST DRAPES 6 MIL. CLEAR POLY SHEETING. OVERLAP SHEETING AT JOINTS A MINIMUM 1'-0" AND CONTINUOUSLY TAPE JOINTS. ATTACH SHEETING FROM CEILING TO FINISH FLOOR FOR DUST PROOF CONDITION. IF ATTACHMENT TO CEILING IS IMPOSSIBLE, LIGHT FRAMING SHALL BE INSTALLED WITH SHEETING ATTACHED ALL AROUND TO PROHIBIT DUST PENETRATION. 13. CONSTRUCT DUST PARTITIONS A MAXIMUM 6'-0" FROM VESTIBULE WALL AND 4'-0" FROM ALL OTHER WALLS. CONSTRUCT A MAXIMUM OF 40'-0" OF "TEMPORARY DUST WALL" IN 8 HOUR PERIOD. 14. ALL DUST PARTITIONS SHALL HAVE SINGLE ACTING DOORS WITH CLOSURES CLOSING AGAINST GASKETED STOPS ON FRAMES TO REDUCE PASSAGE OF AIR DUST AND MOISTURE. PROVIDE MATS AT DOORS TO REDUCE TRACKING OF DUST. REPLACE OR CLEAN DAILY. 15. SEAL PERIMETER OF DUST PARTITIONS AND DOORS TO PREVENT PASSAGE OF DUST. TAPE FASTEN DEPRESSIONS, JOINTS BETWEEN PANELS AND JOINTS BETWEEN PANELS AND FLOORS, CEILING AND COLUMNS WITH 2 IN. WIDE PRESSURE SENSITIVE TAPE. 16. REMOVE ALL CARPET COLUMN WRAPS. 17. REMOVE EXISTING FEATURE TAPE IF APPLIED ON TOP OF EXISTING TILE. REMOVE EXISTING FLOOR WAX FINISH FOR THE INSTALLATION OF NEW CARPET AND FOR OVERLAY RESILIENT FLOORING. REPLACE ANY LOOSE OR DAMAGED FLOOR TILE TO PROVIDE A LEVEL FLOOR SUBSTRATE FOR NEW OVERLAY FLOOR TILE. 18. REFER TO STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR NECESSARY FLOOR SLAB DEMOLITION FOR THE INSTALLATION OF NEW FOUNDATIONS, PIPING OR CONDUITS. 19. THE CONTRACTOR SHALL USE A WET SAW FOR SLAB SAWING. NO JACK HAMMERS WILL BE ALLOWED WITHOUT PRIOR APPROVAL FROM WAL-MART CONSTRUCTION MANAGER. 20. REMOVE EXISTING CERAMIC TILE, QUARRY TILE AT AREAS TO RECEIVE NEW FLOOR FINISH. PREPARE CONCRETE SUBSTRATE, CEMENT GROUT INFILL DEPRESSED AREAS. FLUSH AND LEVEL FOR NEW FLOOR FINISH FOR SMOOTH TRANSITION TO ADJACENT FLOOR AREAS. 21, SAW CUT AND REMOVE EXISTING SIDEWALKS, PAVING, STOOPS, STAIRS AND FENCING AS REQUIRED FOR THE CONSTRUCTION OF THE EXPANSION. REMOVE ALL EXISTING PAVING AND FLATWORK WHICH INTERFERES WITH THE CONSTRUCTION OF THE NEW ADDITION WHETHER SHOWN OR NOT. AT JOB COMPLETION REPLACE ALL PAVING REQUIRED FOR A COMPLETE JOB. MATCH EXISTING PAVING MATERIAL IN THICKNESS AND REINFORCEMENT. 22. REMOVE EXISTING FLUSH -MOUNTED HIGH CORNICE. CLEAN MASTIC FROM WALL SURFACES. REPAIR WALL WHERE FASTENERS WERE REMOVED. REFINISH WALL. WAL-MART WILL REMOVE EXISTING CEILING SUSPENDED CORNICE AT TIME OF STORE SETUP. 23. WHEN DEMOLISHING AN EXISTING CMU WALL FOR A NEW OPENING REMOVE EXISTING CMU 8 BELOW FINISH FLOOR AND A MINIMUM OF 1'-4" WIDER THAN EACH JAMB FOR THE INSTALLATION OF NEW LINTEL AND TOOTH -IN NEW CMU AT EACH JAMB. 24. THE CONTRACTOR SHALL COORDINATE WITH THE WAL-MART CONSTRUCTION MANAGER IF REMOVING AND RECONSTRUCTING THE VESTIBULE ENTRY AREA. PROVIDE TEMPORARY ENTRANCE WHERE DIRECTED OR INDICATED. ONCE NEW VESTIBULE IS OPERATIONAL, REMOVE TEMPORARY ENTRANCE AND (IF REQUIRED) INSTALL NEW MASONRY INFILL FOR A COMPLETE JOB. 25. WHEN RELOCATION OF TRASH COMPACTORS, BALERS, SATELLITE ANTENNAS AND ATM UNITS ARE REQUIRED, COORDINATE THE SEQUENCE WITH THE WAL-MART CONSTRUCTION MANAGER AND CONTACT THE FOLLOWING: SATELLITE: WAL-MART TELECOM: (501) 277-3504 COMPACTOR/BALERS: WAL-MART RECYCLING: KIM TOLLER (501) 273-8471 & VALINE SCHENKEL (501) 273-8475 ATM UNIT: WAL-MART FINANCE DEPARTMENT: (501) 273-4471 CONTACT THE WAL-MART FINANCE DEPARTMENT, A MINIMUM OF TWO WEEKS PRIOR TO THE MOVE OR DISCONNECTION OF AN ATM UNIT. AT COMMENCEMENT OF PROJECT, COORDINATE WITH WAL-MART TO ENSURE ADEQUATE TIME IS PROVIDED FOR THE RELOCATION OF THESE ITEMS. 26. WHERE EXISTING FLAG POLE EXISTS, REMOVE FROM ROOF PARAPET OR WALL. PATCH, REPAIR AND REFINISH SURFACES TO MATCH EXISTING. 27. AT EXISTING EXTERIOR WALLS TO REMAIN, REMOVE EXISTING ANCHOR DEVISES AT EXISTING SIGNAGE WHICH IS TO BE REMOVED. PATCH WALLS AND FINISH SURFACE TO MATCH EXISTING. 28. PROTECT ALL WATER PIPING AT AREAS OF DEMOLITION, EXPANSION AND REMODEL, WHERE EXISTING PIPING IS SUBJECT TO FREEZING. PROTECT PIPING SO AS NOT TO FREEZE. 29. ALL TEMPORARY PARTITIONS TO BE FIRE RESISTANT MATERIAL. SITE PLAN NOTES SP 1 SITE PLAN 1. POWER WASH (CLEAN) EXISTING SIDEWALKS & GARDEN CENTER SLAB TO REMOVE STAINS, CHEWING GUM AND DIRT. THIS CLEANING SHALL BE EXECUTED 3 DAYS PRIOR TO RE -GRAND OPENING. COORDINATE WITH WAL-MART CONSTRUCTION MANAGER. 2. CLEAN OUT SIDEWALK CONTROL JOINTS AND INSTALL NEW SEALANT IN ALL EXISTING AND NEW CONTROL JOINTS INCLUDING JOINTS BETWEEN SIDEWALK AND BUILDING. 3. NEW SIDEWALKS AND FLATWORK SHOWN ON THE DRAWINGS SHALL BE 4" THICK WITH FIBER REINFORCEMENT AND MEDIUM BROOM FINISH. TOOL ALL CONCRETE EDGES IN CONTACT WITH EXPANSION JOINTS AND BUILDING SURFACES. SLOPE CONCRETE 2% AWAY FROM BUILDING OR AS SHOWN ON THE DRAWINGS. CROSS SLOPE OF ALL SIDEWALKS SHALL BE MAXIMUM 2% SLOPE. PAINT THE EXISTING AND NEW CURB ALONG THE FRONT OF THE BUILDING (6" ON TOP & FACE). 4. CONCRETE FINISH AT DETECTABLE WARNING AREAS & CURB RAMP(S) TO BE COLORED TEXTURED CONCRETE IMPRINT PATTERN - REF. SPECIFICATIONS. 5. RAKE EXISTING SIDEWALK CONTROL JOINTS AND JOINTS BETWEEN SIDEWALK & BUILDING. INSTALL NEW SEALANT AT ALL NEW & EXISTING SIDEWALK CONTROL & EXPANSION JOINTS. 6. RUBBED CONCRETE FINISH AT ALL EXPOSED VERTICAL SURFACES AT CONCRETE RETAINING WALLS & FOUNDATIONS. 7. CONCRETE CURB EXPANSION & CONSTRUCTION JOINT SPACING TO MATCH SIDEWALK JOINT SPACING. PROVIDE EXPANSION JOINT AT ALL CORNERS. FLOOR PLAN NOTES Al - FLOOR PLAN 1. ALL DIMENSIONS ARE TO FACE OF MASONRY OR STUD SHOWN UNLESS OTHERWISE NOTED. 2. ALL INTERIOR DIMENSIONS ARE CRITICAL FOR MERCHANDISE PLANNING. 3. NEW DRESSING ROOMS SHALL BE PROVIDED AND INSTALLED BY WAL-MART. 4. THE CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION BETWEEN THE EXISTING AND NEW FLOOR SLAB ELEVATIONS. VERIFICATION OF EXISTING ELEVATIONS IS CRITICAL PRIOR TO THE PLACEMENT OF THE NEW SLAB. 5. IF THE EXISTING STORE IS FIRE RATED OR IS RETROFITTED TO BECOME FIRE RATED, ALL EXISTING RECESS LIGHT FIXTURES SHALL BE TENTED TO ACHIEVE A ONE -HOUR FIRE RATED ASSEMBLY. TENT ALL NEW LIGHT FIXTURES, AS REQUIRED. 6. CLEAN, PATCH AND REPAIR EXISTING WALL SURFACES SCHEDULED TO BE REFINISHED. ALL EXISTING GYPSUM BOARD SURFACES, WHICH ARE DAMAGED IN ANY WAY SHALL BE REPAIRED PRIOR TO THE APPLICATION OF SCHEDULED WALL FINISH. REMOVE WALL STANDARDS PRIOR TO REFINISHING EXISTING WALLS. FILL ANCHOR HOLES IN EXISTING WALLS WHERE STORE FIXTURES AND STANDARDS ARE REMOVED. COORDINATE REPAIR AND REFINISHING WALLS WITH THE WAL-MART CONSTRUCTION MANAGER/STORE MANAGER. WORK AT EXISTING WALLS SHALL BE DONE IN PHASES. PHASING AS DIRECTED BY WAL-MART CONSTRUCTION MANAGER/STORE MANAGER. 7. PROVIDE VERTICAL GYPSUM BOARD JOINTS (USG #093) ON STOCKROOM WALLS AT 40'-0" O.C. (MAX) AND AT EACH DOOR JAMB OPENING. 8. PAINT ALL NEW & EXISTING COLUMNS (EXCEPT AT STOCKROOMS). WAL-MART WILL INSTALL CARPET WRAPS. CONTRACTOR SHALL INSTALL NEW WOOD BASE AROUND GYPSUM BOARD FURRED COLUMNS (IF APPLICABLE). REF. SPEC. FOR INTERIOR PAINT SCHEDULE. 9. PATCH AND REPAIR EXISTING RESILIENT FLOORING AT AREAS TO RECEIVE NEW OVERLAY RESILIENT FLOORING. (RESILIENT FLOORING FURNISHED BY WAL-MART AND INSTALLED BY CONTRACTOR). WHERE OVERLAY RESILIENT FLOORING ABUTS NEW & EXISTING RESILIENT FLOORING, PROVIDE A 4'-0" WIDE SMOOTH TRANSITION BETWEEN OVERLAY AND NEW & EXISTING FLOORING. MATCH EXISTING GRID PATTERN. 10. THE CONTRACTOR SHALL INSTALL FEATURE TILE STRIP (FURNISHED BY WAL-MART) AT LOCATIONS SHOWN ON THE FINAL CARPET AND TILE PLAN PROVIDED BY WAL-MART. REMOVE EXISTING FEATURE TILE WHERE FEATURE TILE IS NOT REQUIRED BY NEW TILE LAYOUT. PATCH TO MATCH EXISTING FIELD TILE. REMOVE EXISTING FIELD TILE AS REQUIRED FOR INSTALLATION OF NEW FEATURE TILE. 11. WAL-MART WILL PROVIDE RESILIENT FLOORING, FEATURE TILE AND ADHESIVE FOR INSTALLATION BY CONTRACTOR, REVIEW WITH WAL-MART CARPET/TILE PLAN PRIOR TO INSTALLATION. A. INSTALL RESILIENT FLOORING AT EXISTING CARPETED AREAS NOW INDICATED TO BE RESILIENT FLOORING. B. REMOVE EXISTING CERAMIC TILE, QUARRY TILE, AND CARPET AT AREAS TO RECEIVE NEW RESILIENT FLOORING. C. CONTRACTOR SHALL PREPARE SUBSTRATE FOR INSTALLATION OF NEW RESILIENT FLOORING AND FEATURE TILE. D. CONTRACTOR SHALL DETERMINE QUANTITY FOR V.C.T. FLOORING, FEATURE TILE AND ADHESIVE. NOTIFY WAL-MART OF QUANTITY REQUIRED. SUBMIT TILE ORDER FORM. REFER TO SPEC. 09650 RESILIENT FLOORING. E. HOURS: 10:00 P.M. - 7:00 A.M. QUANTITY: 2500 TO 3000 SQUARE FEET THE AMOUNT AND AREAS TO BE DETERMINED AT THE PREPOSSESSION MEETING. 12. THE CONTRACTOR SHALL CLEAN AND WAX NEW RESILIENT FLOORING (EXCEPT NEW RESILIENT FLOORING AT EXISTING BUILDING AREAS). ALL NEW FLOOR TILE SHALL BE PROTECTED FROM SCRATCHING, MARKING, STAINING, ETC. DURING CONSTRUCTION. ANY TILE THAT IS DAMAGED BY CONSTRUCTION AND DOES NOT APPEAR IN NEW CONDITION AT THE TIME OF POSSESSION WILL BE REPLACED BY THE GENERAL CONTRACTOR AT HIS EXPENSE. INSTALL RESILIENT TRANSITION STRIP WHERE FLOOR TILE ABUTS EXPOSED CONCRETE FLOOR. 13. THE CARPET WILL BE FURNISHED AND INSTALLED BY WAL-MART. THE CONTRACTOR IS RESPONSIBLE FOR ALL AREAS UNDER CARPET TO BE LEVEL AND PREPARED FOR CARPET. CONTRACTOR SHALL REMOVE EXISTING CARPET. 14. INSTALL SEALANT IN NEW EXPOSED INTERIOR CONCRETE FLOOR CONTROL JOINTS REFER SPECIFICATIONS. 15. CLEAN ALL EXISTING HVAC GRILLES WHICH REMAIN, PRIOR TO CONTRACT COMPLETION. 16. REMOVE AND REPLACE AREAS OF CEILING PANELS IN EXISTING SALES AREA AS INDICATED ON DRAWINGS. COORDINATE SCHEDULE OF REMOVAL AND REPLACEMENT WITH THE WAL-MART CONSTRUCTION MANAGER AND STORE MANAGER. WHERE PARTIAL REPLACEMENT OF EXISTING CEILING PANELS IS REQUIRED, CLEAN EXISTING GRID SYSTEM. REPAIR AND REPLACE DAMAGED OR MISSING COMPONENTS. REPLACE DISCOLORED, DIRTY AND BROKEN CEILING PANELS. 17. ALL INTERIOR PARTITIONS SHALL BE METAL STUDS AT 24" O.C. UNLESS NOTED OTHERWISE. PROVIDE FIRESTOPS IN STUD WALLS. 18. NIGHT CREWS ARE REQUIRED FOR ANY WORK PERFORMED IN THE EXISTING SALES AREA PRIOR TO POSSESSION. THIS INCLUDES, BUT NOT LIMITED TO, RESILIENT FLOOR REPAIRS, CEILING WORK, PAINTING, ELECTRICAL CHANGEOVER AND ALL PHASES OF WORK WHICH INTERFERES WITH THE STORE'S DAILY OPERATIONS. 3�.XTEN ON A EAS$.OF TH STORE REFER TO S EGIFICATIONS „ .FIRE PROTECTION: 20. THE MOVEABLE SHELVING UNITS WILL BE FURNISHED AND INSTALLED BY WAL-MART. REFER TO STRUCTURAL DRAWINGS FOR THICKENED SLAB UNDER ALL SHELVING UNITS. THE CONTRACTOR SHALL GREASE 2X8'S WHICH ARE USED FOR TRACK FORMWORK. THE BOTTOM EDGES SHALL BE CHAMFERED, SHELVING CONSULTANT SHALL REMOVE FORMWORK JUST PRIOR TO WAL-MART POSSESSION. REFER TO ELECTRICAL DRAWINGS FOR EXACT POWER LOCATIONS. Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 SANFORD, FL AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 1OTH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: GENERAL NOTES 192-NVEST Drawn By: Checked By: Y Revisions: Project Number: 99127 Date: 03 OCTOBER 2000 Copyright I� 17 16 15.1 15 14 13 12 11 10. 10 9.5 9 8.5 8 7 6 5 4.8 4 3 I I I I I I I I I I I I I I I I I f I I I I I I -- - - - - i ---- I I I I I I I I 17.1 16 5. 15 14 13 12 11. 11 0.9 CONSTRUCTION SEQUENCING PLAN I I I I 9 8.5 8 7.5 i 1 "=30'-0" LEGEND OF WORD AREAS 'AREA 1 SITEWORK AREA 8-- SEASONAL SHOP NEW AREA 2 VESTIBULE AS A WHOLE AREA 9 AUTO CENTER -EXISTING AREA 3 VESTIBULE LEFT HALF AREA 10- FOOD TENANT -EXISTING AREA 4 VESTIBULE RIGHT HALF AREA 1 1 ,- CUSTOMER SERVICE -EXISTING ,AREA 5 REAR OFFICE - REWORK EXISTING AREA 12- PHARMACY -NEW AND REAR EXPANSION AREA 13- INTERIOR CONSTRUCTION -SALES /AREA 6 SIDE EXPANSION AREA 14- PARKING LOT ,,AREA 7 GARDEN CENTER -NEW AREA 15 PET WALL -EXISTING ��-I---I-----------I----------4----- -+---+ I I I I I I I I I I I I I I I 7 6.5 6 5 4.7 4 3.8 3.3 3 2.9 2.8 2 1 0 6 6 1 AREA 16- PHOTO LAB -NEW AREA 17� PHARMACY -EXISTING AREA 18 PET WALL -NEW AREA 19- SEASONAL AREA - EXISTING AREA 20-' G.M. DOCK EXPANSION AREA 21 TEMPORARY PHARMACY AREA 22 TEMPORARY ENTRANCE AREA 23 TEMPORARY VISION CENTER AREA 24 TEMPORARY FOOD TENANT AREA 25 TEMPORARY DOCK AREA 26 TEMPORARY PHOTO AREA 27 TEMPORARY PORTRAIT AREA 28 TEMPOARARY CUSTOMER SERVICE Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 &PE/ CE/.TER EXPANSION SANFORD, FL AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 1OTH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: CONSTRUCTION SEQUENCING PLAN 192—NVEST Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER 2000 Copyright HATCHED AREA: REMOVE DOCK APPANDAGE: PARTITIONS, DOORS, CEILING SYSTEMS, MILLWORK, TOILET FIXTURES, MECHANICAL, ELECTRICAL AND PLUMBING. CAP ALL UTILITIES IN THIS AREA. REPAIR SLAB WHERE EXISTING UTILITIES OR STRUCTURE ARE REQUIRED. REMOVE EXISTING SLAB & PREPARE SUBSTRATE FOR NEW PAVING. \ I i REMO 4KW-E F.6 — E.2 — D.7 — o �c 11 10.5 10 9.5 9 8.5 8 I I I I I I I I I I I I —i- -- — I — — ------------ I TRASH COM ACTOR x 9'-4" HIGH M.G. 1—A9 FOR LOCATI RE: MLCHANICAL, N. CAP ALL ABANDONED PATCH & REP LECTRICAL AND PLUMBING UTILITIES IN THIS AREA. JE EXIST. SLAB WHERE UILITIES DEMOLITION PLAN 1 "= 20'0" I I I REMOVE CMJ AS REQUIRED TO PROVIDE I KIMAf AAAC`/lAlr)\/ nm-kil - R MOVE EXISTING SIDEWALK & BLDG. HATC ED AREA: REMOVE VEST BULE CMU WALLS, ALUM STOREFRONT SYSTEM, CEILING SYSTEM, XTENT OF NEW CONSTRUCTION CERAMIC TILE FLOOR, MECHANICAL & ELECTRICAL. FILL ECESSED SLAB WITH G OUT. MATCH EXISTING FINISHED FLOOR LE EL. EXTENT OF NEW CONSTRUCTION REMOVE EXISTING CMU WALL TO ONE COURSE BELOW FINISHED FLOOR TYPICAL WHERE SHOWN DASHED -- -- ,! " / 1 : #31, to ' EXISTING'' S PPiNG.''CENTER 'I W'H ER E ,5H 0 N /-NSHI E D'� , I t y ,.....,.....,.....,...../.... Y ........ . . . .�,.. .. ./,... . �, . . . . .,.. . . . , . .. .., .I . .. . . .. .... .. . ....... . . .. . ... .. . . .'.'.'.'.'.'.'...._�.. . . . . ,...............� ..... le jj- . . . . . . . . . . . . . . . . . . . . . . . . . . . .'...'....... . . . EXTENT OF NEW CONSTRUCTION LEGEND EXISTING MASONRY WALLS TO REMAIN EXISTING PARTITIONS TO REMAIN EXISTING WALLS TO BE REMOVED -------- EXISTING FIXTURES TO BE REMOVED — — EXTENT OF NEW CONSTRUCTION REMOVE EXISTING CARPET ...AREA OF SITE DEMOLITION \\\\ AREAS OF INTERIOR DEMOLITION (04J-6 Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 SUPEHCENTER EXPANSION STORE # 857 SANFORD, FL AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 10TH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: DEMOLITION PLAN 192—NVEST Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER 2000 D1 Copyright U \ REMOVE & RELOCATE EXIST. PHARMACY COUNTERS, I 2X4 AT 16" O.C. W/ DOORS, COILING DOORS, AND SHELVING AS uJ RELOCATE EXIST. 1/2" PLYWOOD BOTH INDICATED ON PLAN COILING SHUTTERS-TYP. SIDES- TYP. 5 -2 1 7 -118 1 -6' 7 -118 1 11 2 -104 3'-0' 2 -8' VER, I TEMPORARY WALL & DUST I PARTITION, EXTEND TO DECK I �-- CMU WALL TO BE RE: 2-TC1 I I REMOVED AT NEW r...--------- --------- --------- -- -- --%I IPHARMACY ROOF DECK 2x4 AT 48" O.C. FULL LENGTH. DO NOT SPLICE ABOVE CEILING CONTINUE 6 MIL. POLY TO DECK — 1/2" CD PLYWD. 4'-0"x8'-O" HORIZ - PROVIDE 2x4 NAILER AT ALL JOINTS INSTALL CONTINUOUS LAYER 6 MIL. POLY SHEETS. TAPE ALL JOINTS 2x4 AT 24" O.C. EXISTING CEILING REMOVE WALL STANDARDS AND REINSTALL ON TEMP. PARTITION AT 48" O.C. WITH 1/2" LAG SCREWS (MIN. (3) SCREWS PER STANDARD) DO NOT USE TEMPORARY DUST PARTITION TO SHORE ROOF JOISTS METAL STUDS MAY BE USED AS AN ALTERNATE AT CONTRACTORS OPTION. NOTES: 1. INSTALL TEMPORARY PARTITION IN SECTIONS APPROXIMATELY 40'-0" PER DAY (COORDINATE W/STORE MANAGER) 2. LOCATE VERTICAL. 2x4'S TO PREVENT INTERFERENCE W/ CEILING GRID OR LIGHT FIXTURES 3. LOCATE HORIZONTAL 2x4 AT 2 INCHES ABOVE CEILING EXCEPT LIGHT FIXTURE LOCATIONS 4. SCREW PLYWOOD 12 INCHES O.C. SEALANT UNDER BOTTOM PLATE CONTINUOUS SEALANT AGAINST PLATE ANCHOR AT 24" O.C.--el TEMPORARY DUST PARTITION 'E' 10 10 WALLS: 2x4'S AT 16" O.C. W/ 5/8" EXT. PLYWOOD SHEATHING ROOF: 2x8'S AT 16" O.C. W/ BRIDGING 1/2" PLYWOOD DECK W/# 15 FELT AND ASPHALTIC ROLL ROOFING FLOOR: 2x12'S AT 12" O.C. W/ DOUBLE 2x12 BEAMS AT 6'-D" Q.C. PERP. ON 60 WOOD POSTS AT 6'-0" O.C. W/ 2 LAYERS 3/4" FLOOR DECK (POSTS SET MIN. 2'-0" INTO GROUND) ROOF DECK CONTINUE PLYWOOD TO DECK WITH R 19 BATT INSULATION FULL HEIGHT / TO DECK EXISTING CEILING 1/2" CD PLYWD. 4'-O"x8'-O" HORIZ- PROVIDE 2x4 NAILER AT ALL JOINTS ----- INSTALL CONTINUOUS LAYER 6 MIL, POLY SHEETS. TAPE ALL JOINTS 2x4 AT 24" O.C. EXTEND OVERHANG I AS REQUIRED > } U Of `y a- RELOCATED PHONE N >- TYP. EXIST. WALL w TO REMAIN- TYP. REMOVE AND ------------ RELOCATE EXIST. SINK & WATER HEATER - EXTEND PLUMBING & ELECTRICAL I It REMOVE & RELO. 'n EXIST. PHONE I EXTEND ROOF JOIST 2'-D" BEYOND WALL - DOORS FOR OVERHANG W/ 2x10 SUBFACIA W/ SOFFIT AND DRIP EDGES 1 I L_ I VI I � J I \ \ 1 \ I L_/ �_J \J I\ 1/8" = 1'-0" COORDINATE LOCATION AND CONFIGURATION OF TEMPORARY DOCK WITH WAL-MART CONSTRUCTION MANAGER AND PHASING SCHEDULE PROVIDED BY WAL-MART. DO NOT USE TEMPORARY DUST PARTITION TO SHORE ROOF JOISTS -2x4 AT 48" Q.C. FULL METAL STUDS MAY BE USED AS AN LENGTH, DO NOT SPLICE ALTERNATE AT CONTRACTORS ABOVE CEILING OPTION. WALL TO BE REMOVED FILL VOID W/INSULATION REMOVE WALL STANDARDS AND REINSTALL ON TEMP. PARTITION AT 48" O.C. WITH 1/2" LAG SCREWS (MIN. (3) SCREWS PER STANDARD) CORRUGATED METAL - CONTINUOUS (LOCATE DUST PARTITION T STORE SIDE OF SALES POINT OF ROOF RST JOIST ST PAN SO AS TO ACCOMMODATE TEMPORARY SHORING.) 6'-0" VESTIBULE 4'-0" ALL OTHERS WHERE PLYWOOD CLOSURE MEETS BOTTOM OF ROOF DECK, CUT PLYWOOD AT SUS-PURLINS, PURLINS AND BEAMS SO AS TO PROVIDE A TIGHT SEAL. APPLY CONTINUOUS SEALANT AT VOID BETWEEN PLYWOOD CLOSURE AND ROOF DECK. NOTES: 1. INSTALL TEMPORARY PARTITION IN SECTIONS APPROXIMATELY 40'-0" PER DAY (COORDINATE W/STORE MANAGER) 2. LOCATE VERTICAL 2x4'S TO PREVENT INTERFERENCE W/ CEILING GRID OR LIGHT FIXTURES 3. LOCATE HORIZONTAL 2x4 AT 2 INCHES ABOVE CEILING EXCEPT LIGHT FIXTURE LOCATIONS 4. SCREW PLYWOOD 12 INCHES O.C. SEALANT UNDER BOTTOM PLATE CONTINUOUS SEALANT AGAINST PLATE ANCHOR AT 24" O.C.. -I"i TEMPORARY DUST PARTITION V 4 3/4"=1 ' -0" f7�7i RELOCATE EXIST. CABINETS, COUNTERS, BINS & SHELVING WORK ROOM RELOCATE EXIST. DOORS 2X4 AT 16" O.C. W/ N 10 GA. 1 X2 WIRE MESH I BELOW LIGHT FIXTURES 'O & SPRINKLER, HEADS-, I II EXIST. WALL � I -TO REMAIN- TYP. / I L RELOCATE EXIST. ELECT. r PANEL - EXTEND WIRING Q AS REQUIRED N a. -moo ®� 11 I , c \ � L �I TEMPORARY WALL & DUST WALL w i 1 FF _- ---- EXIST. WALLS TO BE REMOVED- TYP. 33' -0" EXIST. PHARMACY n TEMPORARY PHARMACY PLAN IJ 1 /4 1 ' -0" THE GENERAL CONTRACTOR SHALL REPAIR/ REPLACE ANY DAMAGED FLOOR TILE DUE TO INSTALLATION OR REMOVAL OF TEMPORARY SECURITY ENCLOSURE. CONTINUOU ALL AROU( 2x WOOD 1/2" CD E SCREW TO OVER 6 MI POLY SHEE CMU WALL 2x4 STUDS AT 24" 0.0 (TYPICAL) CONT. SEALANT I ALL AROUND 2'-0" MAX. (BOTH SIDES) 2x4 TREATED WOOD PLATE TEMP. DUST PARTITION ' C' 3/4,'=1'-0" ROOF DECK CONTINUE 6 MIL. POLY TO DECK----"" EXISTING CEILING 1/2" CD PLYWD. 4'-0"x8'-0" HORIZ.- PROVIDE 2x4 NAILER AT ALL JOINTS INSTALL CONTINUOUS LAYER 6 MIL. POLY SHEETS. TAPE ALL JOINTS 2x4 AT 24" O.C. SALES 2X4 AT 16" O.C. W/ 1/2" PLYWOOD BOTH SIDES L > NEW OPENINGS, MATCH -H SIZE OF EXIST. & o ALIGN W/ EXIST. REMOVE EXIST. WALL BELOW EXIST. OPENINGS RELOCATED CABINETS EXIST ACOUSTICAL CLG. TO REMAIN REMOVE PORTION OF CLG. FOR DEMOLITION I I I I I I I I I I I ______ -'� I EXIST. HEADER TO REMAIN I RELOCATE EXIST. COILING I I { { I SHUTTERS TO NEW II II i OPENINGS II II I II I II { 5'-2 1/2" 5'-2 1/2" TEMPORARY PHARMACY SECTION 8 1 /4"=1'-O" HOT ASPHALT 6X6X18 GA. GALV. SHEET MTL. SEALER DEFLECTOR W/HEMMED EDGES EXISTING PARAPET CONT. SET IN HOT MASTIC & TO BE REMOVED -`-- 2X ATTACHED ATTACH TO EXIST. ROOF W/SCREWS 4'-0" O.C. TO 8'-0" O.C. ANGLE DEFLECTOR NEW WOOD CANT EXISTING DECK AS REQUIRED TO DIRECT WATER & BLOCKING TO EACH END OF NEW CONST. INSTALL CONT. FELT @ , ROOF EDGE AFTER REMOVAL OF FLASHING & GUTTER. 6 MIL. POLY (REINF.) ATTACH FELT TO ROOF & EA, SIDE OF 1/2" TOP OF FACE OF MASONRY WALL. CDX PLYWOOD EXIST. ROOF LIFT FELT AS REQUIRED TO MAKE EXIST/NEW JOIST FACE OF CONNECTION. REMOVE FELT C.M.U. WALL TO MAKE EXIST/NEW ROOF DECK CONNECTION. ATTACHED Q 4'-0" O.C. EXISTING TO REMOVE EXIST. GUTTER - REMAIN FLASHING & DOWNSPOUTS AFTER INSTALLATION OF DEFLECTOR. NOTE: ONLY REMOVE EXIST. WALL & PROVIDE TEMP. FLASHING WHEN STARTING TO SET STEEL, G.C. IS RESPONSIBLE FOR BRACING EXISTING WALL AND KEEPING STORE DRY & SECURE. RAI N D E I-TCTOR PARAPET DETAIL_ 7 6 3/4"=1'-0" 1 "=1'-0" 2x4 AT 48" O.C. FULL LENGTH. DO NOT SPLICE ABOVE CEILING WALL TO BE REMOVED -FILL VOID W/INSULATION 6'-0" VESTIBULE 4'-0" ALL OTHERS REMOVE WALL STANDARDS AND REINSTALL ON TEMP. PARTITION AT 48" O.C. WITH 1/2" LAG SCREWS (MIN. (3) SCREWS PER STANDARD) - DO NOT USE TEMPORARY DUST PARTITION TO SHORE ROOF JOISTS METAL STUDS MAY BE USED AS AN ALTERNATE AT CONTRACTORS OPTION. NOTES: 1. INSTALL TEMPORARY PARTITION IN SECTIONS APPROXIMATELY 40'-0" PER DAY (COORDINATE W/STORE MANAGER) 2. LOCATE VERTICAL 2x4'S TO PREVENT INTERFERENCE W/ CEILING GRID OR LIGHT FIXTURES 3. LOCATE HORIZONTAL 2x4 AT 2 INCHES ABOVE CEILING EXCEPT LIGHT FIXTURE LOCATIONS 4. SCREW PLYWOOD 12 INCHES O.C. SEALANT UNDER CONTINUOUS SEALANT BOTTOM PLATELir AGAINST PLATE ANCHOR AT 24" O.C. TEMPORARY DUST PARTITION ' B' 2 3/4„=1'-O„ TEMP. DUST DRAPE 5 N.T.S. DO NOT USE TEMPORARY DUST PARTITION TO SHORE ROOF JOISTS ROOF DECK 2x4 AT 48" O.C. FULL METAL STUDS MAY BE USED AS AN LENGTH. DO NOT SPLICE ALTERNATE AT CONTRACTORS ABOVE CEILING OPTION. CONTINUE PLYWOOD TO DECK WALL TO BE REMOVED EXISTING CEILING --,,FILL VOID W/INSULATION `y 6'-0" VESTIBULE 1/2" CD PLYWD. 4'-0" ALL OTHERS 4'-0"x8'-0" HORIZ. REMOVE WALL STANDARDS PROVIDE 2x4 NAILER AND REINSTALL ON TEMP. AT ALL JOINTS PARTITION AT 48" O.C. Ij WITH 1/2" LAG SCREWS (MIN. (3) SCREWS PER STANDARD) INSTALL CONTINUOUS LAYER 6 MIL. POLY SHEETS. TAPE ALL NOTES: JOINTS 1. INSTALL TEMPORARY PARTITION IN SECTIONS APPROXIMATELY 40' -0" PER DAY 2x4 AT 24" O.C. (COORDINATE W/STORE MANAGER) 2. LOCATE VERTICAL 2x4'S TO PREVENT INTERFERENCE W/ SALES CEILING RID OR LIGHT FIXT FIXTURES 3. LOCATE HORIZONTAL 2x4 AT 2 INCHES ABOVE CEILING EXCEPT LIGHT FIXTURE LOCATIONS ` 4. SCREW PLYWOOD 12 INCHES D.C. SEALANT UNDER BOTTOM PLATE CONTINUOUS SEALANT L�c AGAINST PLATE ANCHOR AT 24" O.0 TEMPORARY DUST PARTITION 'A' 1 - 3 4"=1 "-0" NOTE: ALL WOOD PRODUCTS SHALL BE FIR F RETARDENT TREATED. N OTE: FOR ADDITIONAL TEMPORARY CONSTRUCTION INFORMATION REFER TO SHEET N1. Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 SUPEHCENTEA EXPANSION STORE # 857 SANFORD, FL AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 10TH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: TEMPORARY CONSTRUCTION 192—NVEST Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER 2000 TC1 Copyright LEGEND C.J. (TYPICAL) RE: 30—SP2 _ E.J. (TYPICAL) RE: 20—SP2 NEW CONCRETE SIDEWALKS & STOOPS DETECTABLE WARNING AREAS Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 SUPEARCENTER • l; STORE# 857 AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 1OTH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: SITE PLAN 192—NVEST Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER 2000 Copyright 11 CONC. FILL TOP 6'-Q" SMOOTH & ROUND 1 /4" S CUT D 6" 0 STL PIPE WITH BOLLARD COVER CONC. SIDEWALK AT VESTIBULE BOLLARDS. BUILDING PAINT P-5 AT ALL OTHER THICKNESS TO LINE d NEW CONC. WALK SHOPPING CENTER CONC. WALK MATCH EXISTING „ LOCATIONS. o :. 1/2" DEEP TOOL CONC. EDGESNEW CONC. STOOP THICK 1 /2 E.J. MATERIAL d °. 1 /2" SEALANT, SLAP 2•%, . , „ CONCRETE CONCRETE BACKER ROD AND 1 /2" JOINT SEALANT, CONCRETE JOINT SEALER SEALANT 1 -6 O CONC. FOOTING •• SIDEWALK EXP. FILLER LINE OF PAVEMENT 1/4" CONTROL JOINT SIDEWALK BACKER ROD AND SIDEWALK DRILL & EPDXY GROU OR GRADE. ALIGN W/ Z CONC. SMOOTH , FILL WITH SEALANT EXPANSION FILLER #4 DOWELS 18" LONG 1 /2" EXP. SLOPE EDGE OF STOOP. = . �� AR UND BOLLARD ° @ 24" O.C. JT, FILLER 2% S OPE 1:20 MAX. I;j 1 1-SP2 d • • • .a q' •d q �- a � d A A•J ° ' n '®n—' .n 'd• � d q q z q q • .a Aw I c� PAVING - i - :. 4X18 SMOOTH DOWELS z »SLOPE PAVEMENT - 0 o 4 GRANULAR FILL 8" • .' ... '•' a• I '�I I � ' � '' •' o FLUSH WITH STOOP 4" GRANULAR EPDXY GROUT 8" MIN. 1/2" DIA. X 24" SMOOTH 4" GRANULAR EXISTING CONC. 11ajl # (MAX.)da' • ; J 5 CONT. TOP 1:20 MAX. ALL BASE - INTO EXIST. CONC. DOWELS @ 24" O,C. BASE PAVING -IIII III II _ m & BOTTOM _ SIDES EXPANSION CAP OR EXPANSION CAP OR I 1= �i a GREASE END OF DWL I b) REF: PLANS q 4 GRANULAR BASE GREASE ONE END COMPACTED SELECT FILL @ �I °. ° ' ' @ NEW CONC. - DOWELS RE: STRUCT. 95% PROCTOR DENSITY •• ' '"''•' SIDEWALK CONTROL JT. /� JT. @ EXISTING WALK S I D EWALK EXP . JT. PAVI N G @ BUILDING STOOP SECTION ST OP AT GRADE EXT. BOLLARD SECT. 3 0 1/2»_1'-0" 2 1/2„=1'-0" 20 1/2"=1'-0„ 1 41/2„-.I,-O„ 1 1 1/2„_1'-O" 1/4"=1'-0„ 1/2„=1'-O" DETECTABLE WARNING AREA PAVING AUTOMATIC PAINT CURB P-5 6" ON TOP SLIDING BOLLARD BEYOND KEYED CONSTRUCTION ENTRANCE PAVING REF. 1-SP2 JOINT DOOR CONCRETE SIDEWALK PAINT CURB Po-5 6" ON FACE 10-0 PAINT CURB RE: 3-SP2 5" THICK CONC. SIDE- % TEXTURED BROOM FINISH TYPICAL & 6" ON T01' WALK REF. STRUCT. CONCRETE SEALANT 3/4" CHAMFERED EDGE EXISTING VERIFY SLAB 8" X 8" CONCRETE CURB CONCRETE SIDEWALK PAVING VERIFY '-0' 3 _0„ SLOPE 27MAX. E.J. WHERE SHOWN ON PLAN. DOWEL TO SIDEWALK AT 21-SP2 BROOM FINISH TYPICAL MAX. 1:20 SLOPE - e d • :' °•� •• e : ' 2'-0" O.C. SEALANT SLOPE SLOPE ° CANOPY COLUMN (TYP.) =III..�'� . - :: .: - :-,' ,�TJ qTi RE: STRUCT. - - - - - co EDGE OF SLAB/ LINE OF CANOPY ABOVE RE: STRUCT. 11'-O" CHAIN LINK GATES W/ SCREENING SLATS TO MATCH BLDG. COLOR I o � CONCRETE PAD WITH TURNED o DOWN EDGES TO BELOW FROST N LINE. ELEV. OF SLAB AT ELEV. - OF ADJACENT PAVING. TOP OF SLAB AT 1" MIN. ABOVE ADJACENT PAVING RE: STRUCT. 11'-0" HIGH CHAIN LINK FENCE W/ SCREENING SLATS TO MATCH BLDG. COLOR EXISTING CMU WALLS BOLLARD (TYP.) °o RE: 2-SP1 0 1'-0» REF. STRUCT. FOR ADDITIONAL INFORMATION BATTERY STORAGE `J `J 1/4"=1'-O" REFER 1-SP1 FOR ORIENTATION SITE PAVING 6 1-#4 CONT. IN CURB #4x2'-O" DOWELS AT 0-C.8" 24" 1'-4" 111=1 I I I' 2 III —II I- - I'II 112 1-#5 CONT. TOP AND GRANULAR BASE 2-5 CONT. BOTTOM W/ CORNER BARS AROUND PERIMETER OF OPENING COMPACTOR SLAB CURB SECTION 1 /4„ D SAWCUT CONTROL JOINT FILL WITH SEALANT 4• —. a • a• s . A. d d 4" GRANT a: BASE A. ° SITE PAVING a a d CD GRANULAR BASE V-0" COMPACTOR SLAB SECTION C SITE PAVING 5" CONCRETE SLAB 4" GRANULAR BASE RE: SITEWORK SPECS FOR PROPER PAVEMENT SUBGRADE PREPARATION, 2-#5'S CONT. NEW PAVING AS"II I III=11l�lj�l►�I �1� 1II=III=III-1' REQUIRED III II-III-III=111�111 II II�II =III II' REINF. CONC, II�II�I1=I��II�I���=III-III=I1 CONC. FLOOR SLAB, 7 I l— REF. STRUCT. I I� I I I I I I— I I I I I� I I� I' I-11 RE: STRUCTURE ill-III-1I111II IIII=III I =1I=1) -I�E_I I- 4" GRANULAR FILL I I-1 I I —I I ICI I I I I —I i' FOUNDATION WALL -"'-" - RE: STRUCT. S I D EWALK SECTION 2 5 1/2„=1'-0" 3/4" TRAFFICABLE EXPANSION JOINT W/ SEALANT MASONRY WALL FLARE EACH SIDE OF RAMP AT 1:12 SLOPE POURED CONC. PAVING 6'-0" (VERIFY) CURB. W/ BEVEL RUB CONC. SMOOTH 8° r 4 DOWEL X 18' 6" " �AX. SLOPE 8% (1'12) (LONG @ 24" O.C. BACKER ROD 00 & SEALANT .I I I III I I I 1• I��I11111=11111=� - - - = #4 CONT. @ �. CENTER 8" a : #5's TOP 4" GRAVEL OR SAND ON #4X8 DOWELS & BOTTOM COMPACTED SUBGRADE @ 24" O.C. (95% PROCTOR DENSITY) 4" THICK CONCRETE INSTALL SEALANT AT PROVIDE COLORED TEXTURED IMPRINT PATTERN SIDEWALK RE: 15-SP2 JT. PRIOR TO POURING CONC. FINISH (RE: SPECS.) SAME AS CURB FOR DETECTABLE WARNING AREAS c; CURB RAM P .,yti CART CURB 26 N.T.S. 21 3/4„=1' 3" x 4" DOWNSPOUT 3" X 4" DOWN OUT WATER TIGHT TRANSITION ADAPTOR CONNECT TO STORM SEWER 1 /4" STEEL PLATE BOOT COVER. REF: 22-SP2 ::': f :':':':' . EXTERIOR CMU o :':':':::•......:I:':•::: . 8" CONCRETE CURBX, I:::;::''' :':':':'::': REMOVEABLE BOOT COV FROM 1/4 GALVANIZED :::.::::I. o STEEL. VERT SIZE WITH I •.'..'.':.'.'.'.' UNDERGROUND .'.'.' f,•,:,• • • 1• COLLECTION SYS PIPE „::::•:-: .... :-:'f''''•'''''-'/•'•'•'•' b AND LOCATION r''''. ' �'...... . e : I.'.'.'.. y ,d FIBER.• REINFORCED::':':::':':': ' � 0 N C R'ET E SLAB �.'.'..'.'.:..':.'. SCREEN PIPE CAP :::.I::':::':: SECTION CLIP ANGLE TO CONC.i:�.:.'.'.':.':.: DETAIL - C . 1. BOOT AT IDE EAC �FCOR�ERCOVER ''::::::::.:I� 1. INS : 3" X 4" DOOWNSPOUT. STAINLESS STEEL HOSE EXTEND DOWN INTO CAST STEEL BOOT COVER "•• :.::::::::::::....::::::•:•:•;•;•'•'•' IRON BOOT. REF. 21-SP2 CLAMP TO SECURE �.....:..:�......'.' SCREEN ..... • ,..I .... 10" 10" I ,1... a 11 I—J I I I I- I I-) I IE I I I — (I—) I I III —I 1 1—I III —III —III —I i t—I GRAVEL I i- BASE "=I I =1 I {-1 I I —III —III=_ BASE =1 III —III III —III I I 1 /2' PRE MOLDED I I I ( (I IEE 1 /2 PRE MOLDED EXPANSION JOINT 1'_0" EXPANSION JOINT AT WALL AT WALL EXTERIOR FACE OF WALL EXTERIOR FACE OF WALL SIDEWALK SECTION 12 SIDEWALK SECTION 15 1/211=1 0 1/2 -1 0 CONTROL JOINT TYP. RE: 30-SP2 CART CURB EACH ICI:. / :: ' Ij �I /• �• ' III SIDE OF ENTRY �� •. �..��i. _41 RE: 21-SP2 DETECTABLE, I WARNING 'A'REA °o EXP. JOINT e I RE: 20-SP2 =o ca N 0- SLOPE PAVEMENT Cn (3) BOLLARDS FLUSH WITH SIDEWALK RE: 25-SP2 N 1' 0 1/2" 11'-0" 11'-0" 1' 0 1/2" 6'-0" 24'-1 " 6'-0" 36'-1" ENTRY PLAN DETAIL I U 1/8„=V-0" CHAIN LINK FENCE EXTENDS FENCE POSTS SLEEVED BOLLARD RE: 2-SP2 FROM BUILDING TO A POINT AND GROUTED INTO RETURN CURB 45' WHERE TOP OF RETAINING WALL RETAINING WALL IS 2'-6" ABOVE SLOPED PAVINGI TOP OF WALL 9'-0"MAX. O.C. l 1'-O" ABOVE FINISH L PAVEMENT BEYOND I OO SLOPE UP ......... ,: TO AT 8q PAV E » M 1'_0" ENT g WIDE x 1'- HIGH CONC. SLAB RE: STRUCT. CONC. CURB W/ BEVELLED TOP PAVEMENT RE: CIVIL RE: STRUCT. VARIES 66'-O'(NO CROSS SLO (OMIT THIS RUN @ SIMILAR) STRUCK WELL DETAILS 1/8"=1'-0" DRAIN PIPE 4 ' REF. CIVIL N CLIP ANGLE ASSEMBLY EACH SIDE 0 I11 G. J d a CONC. CURB REF. STRUCT. ,y� 0 �• COLLECTOR F CV DF CMU �1 °•' .4 •. •- � STEEL BOOT CONC. SLAB.•.,�°: � . -` / 2 2 TOP OF SLAB AT OPPOSITE ° _� 1 1 /2" SIDE OF TRUCK WELL a e 27-SP2 PAVING CONTROL JOINT PAVING EDGE SECTION CAST IRON BOOT TO 8" CONC. CURB W/2" 12" X 12" GRATE ° °. ad . SECTION SECTION UNDERGROUND STORM CHAMFER ° A SEWER - SEE CIVIL DWGS : 4. ° ; B DOWNSPOUT PLAN CONC. PAVING SECTION DETAIL- C.I. BOOT TRENCH DRAIN -PLAN DRAIN DETAIL 31 1/2„=1'-0" 28 __ 1 8 3/4„=V-0" 1 1�4„ FACE OF WALL 1 1 /2" = 1' 0" 1 1 /2" = 1' OPAINT HANDRAILS TO MATCH 4 -0 O.C. MA . VARIES ADJACENT BUILDING COLOR. DOUBLE 1 X 1 X 1 /8 X 4" ° INTERMEDIATE 4" VERIFY 4" POST SPACING REF: PLAN GALV. STEEL CLIP ANGLE = _ ° ° VERT. POSTS @ NOTE: SINGLE HANDRAIL WALL CHAIN LINK FENCE 'Z' ASSEMBLY EACH SIDE ° MOUNTED @ 2'-10" ABOVE C.J.''•.TYP.•' ..18•-SP.2 SLOPE DOWN AREA OF WARPED SLAB -FACE OF BLDG. WALL SLOPE DOWN N a_ 12'-0" n i 31 C-SP2 TRASH.'.' COMPACTOR BY WAL- MART ' 6" DIAMETER STEEL PIPE 6 -0 BOLLARD CONCRETE FILLE a .. - NEW 4„ THICK -------- = END OF TRUCK WELL CONC. STOOP RETAINING WALL ; w • SL E 2%. Cn /\ 1 1-SP2 O SLOPE PAVEMENT FLUSH WITH STOOP (1:20 MAX.) ALL SIDES STOOP AT GRADE BOLLARD LOCATIONS 7 1/4„=1'-0„ 2 3/4„-1'-O„ '-0 -0 Q STOOP AT GRADE CJ 1/4„=1'-O„ N 4" EACH SIDEL_,� CONCRETE CART CURB RE: 21-SP2 EXIT ONLY DOORS 2 4 -0 CONCRETE CART CURB-/ RE: 21-SP2 ENTRY ONLY DOORS CART CURB `J 1 /4"=1 '-O" PAINT CURB 6" ON FACE & 6" ON TOP TYP. PAINTED CURB -SHEET STEEL DOWNSPOUT EXTEND THRU CAP SCHEDULE 40 PVC CAP LOOSE FIT (NO ADHESIVE) CHEDULE 40 PVC PI E RE: SCHED. R SIZE /-REDUCER FITTING FINISH FLOOR 100,=0" ° SITE PAVING RE: CIVIL SCHEDULE DOWNSPOUT PVC PIPE „ 4 x6 12„ DIA. 5"x5" 12" DIA. 6"x6" 12" DIA. 9 x9 15 DIA. FOUNDATION RE: STRUCT. DOWNSPOUT D ETAI L 3/4"=1'-O" ,� : DOWNSPOUT DETAIL o I r 5 3/4„_ V-0„ N 36'-0" ' 4 -O MAX. RAMP AND LANDINGS. HANDRAIL FABRIC DO NOT PAINT ANCHOR WITH (2) 3/8 ° ° o �� 1 1 /4" STD. -- SHALL EXTEND 1'-0" BEYOND — _ SLEEVE ANCHORS a. "' o - w N "' PIPE POSTS- RAMP @ EACH END. N 12" X 12" GRATE B," SECTION �' 31 C-SP2 ' I• I •. EPDXY GROUT 8" DEEP INTO T B NSION R TENSION 1'-0" `- �n " CONCRETE SLAB W BROOM FINISH. MATCHFINISH TRUCK WELL WALL "" { I CURB o CURB I _o CONCRETE C° BAR- TYP. `° I FLOOR AT DOORWAY AND SLOPE 12 X 12 GRATE a' ' • I N SLAB AWAY FROM BUILDING @ >` .. SEALANT 1 % MIN./ 2% MAX. 10 1 /2„ 1,_O„ 2„ a /\ (..:.w... I.: o #4 DOWELS @ T NSION `- - , #3'S © 18" O.C.E.W. x x OVERFLOW VOID 24" O.G. W RE N 1 CHAMFER EDGE 3/4" (TYP.) o d n ° 2'-0" I 4" TYPICAL CLIP ANGLES -----� r ° • `� I • p # 3 STIRRUPS @ 16" O.C. B I • '' .:oo .' : 3.'STIRRUPS'�1, w_ GRADE :: :'� TRUCKWELL DRAI 1 /2" EXPANSION #3�5'.' ®':' ' • 16 ..,O.C:;.. . • I °I' a I�. > GRADE VARIES - RE: CIVIL JOINT FILLER " ' " 1iW.. ' # 5:.®' •12 : '' '1 ° "Ia:. ¢ > „ 1-1 /4 STD ; . _ - -� : " • • " I, : a. RE: CIVIL GRATE - -_ __ o �� 10 MAX. DRAIN P. •VERT; :. ' �' PIPE POSTS- r - Id. I _ SIZE NOTE: PAINT ALL LUM -IIl141�IIIIIIr • 'I . A • z EPDXY GROUT " I TENSION , , z ° RAILS & POSTS SELECT FILL TOP _J z 8 DEEP INTO ` ' WIRE- TYP. '-: # 3'S @ 12" E.F. d d TO MATCH BLDG., 95% PROCTOR 0' CONCRETE g" COMPACTED SELECT7 o `TRUCK 'WELL SLAB DO NOT PAINT CHAIN LINK FABRIC DENSITY '_I �n #5 CONT. TOP & BOT. FILL 95% PROCTOR 1'-0" �` (2) #5 CONT. TOP & BOT. SLOPE 1 % TO DRAIN SECTION 'A' DENSITY LANDING SECTION SECTION GRADE BEAM WHERE CMU BUILDING 2 n RAMP IS ADJACENT— FDWEL HAUNCH STAB & CMU BUILDING WALL AS1g DRAIN DETAILS „ , „1/2"=1'-O" J 1/2"=1 '-0" INTO N IN RE: STRUCT. 8-SP2 1 1 /2 =1 -0 NOTE: SET HIGHEST ELEVATION OF TRASH COMPACTOR PADS AS FOLLOWS: 1. GROCERY, MIN. 10 1 /2" BELOW FINISH FLOOR 2. G.M., MIN. 8" BELOW FINISH FLOOR 31 D-SP2 o . I .. i DRAIN - r `. o CURB vJi 6, » • .' o i SLOPE . . SLOPELl I ., I :'. ': 31C-SP2 N N CD 31 -SP2 DRAIN TRASH COMPACTOR WALL OPENING 8'_0" WALL OPENING BY WAL-MART TYP. GROCERY TRASH COMPACTOR PAD PLANS 3 1/8"=1'-0" RE: 1-SP1 FOR PAD ORIENTATION � J COLOR SCHEDULE P-1 LIGHT GREY P-4 RED P-5 YELLOW REFER SPECIFICATIONS FOR ADDITIONAL INFORMATION. REFER SHEET N1 FOR ADDITIONAL INFORMATION. Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 1 � � • SANFORD, FL AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 1OTH STREET AR 72712-6489 BENTONVILLE , Sheet Contents: SITE DETAILS 192—NVEST Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER 2000 Copyright 6OV-0 1/2" I "-- r \ C-4,1 I;",� //��J `\. � \ :K)---f , t �� i lu I 1�1C 1Qd� � �141 tiJ 17 16 15 14' .1 15 -8 1/8" 30'-11" 37'-6" 1 38'-0" -9 13/16" PROVIDE 4'-O" WIDE F P (FP-1) UNDER COMPACTOR OPENING. DHERE FRP DIRECTLY I TO CMU WALL PER MAf UFACTURERS RECOM- MENDATIONS. PROVIDE EXPANSION ANCHORS SET IN 6" FROM EACH I CORNER. ANCHORS ARE TO HAVE SMOOTH FINISH. 14 371'-8" 13 12 11 10.5 10 9.5 9 8.5 TI yI q�Iy 438'-0" 38'-0" 38' 0" 38' 0" 38' 0" 38'-0" 35'-6" -59'4" l9'-0" 19'-0" l9'-0" 19'-0" 19'-0" 19'-0" I I i --1 I _ I I _25A1. I s'-8" I 1-A5.1 / � - \ /'- � \>� /'� 1 23-A6.2 \ / \ / \ rI I . r,�Ml I . . I F�,l 1. . . I I . I I �r_ : \ : � � .:::: f I ........... ; . ` IF ; l-il :: - . I :: :.::.::]] I . ___ ... I I I I ( ( :: . � i 1� JI I : : I I I I 11 . � I 1�. _.... ,,..I-.-- 1111­111111.1- I - . .._ _ 7�.i CORR . iI R,,:,: 229'-4 1/2" T 48'-0" T 48'-0" 3'-4" 6 0" 3 " Q GFOCERY / / I- - __ __ _t __ '\ \ 317 318 - .DSD DOOR 34'-0" Y1131-8 0 -1INFA 11/1 221'-10 3/8" 20' PROVIDE 4'-0 WIDE-1) UNDER COMPACTOR 0 ENINGFRP DIRECTLY 71'- 1/2" TO CMU WALL PER MURERS RECOM- MENDATIONS. ROVIDION ANCHORS I I SET IN 6 FR M EACH CORNER. ANCHORS ARE TO HAVE SMO TH FINISH. C6- I 11 ' `Q \j N �'' .to-:' CV I •E' J a, - - - - - - - - - - - - - D D DOOR,,:,:.:::::::7altt)1KL4:k:itlq:::::::f:<,,<ttM):,,:tttt,,::;,:,:(1 I I _ STORAGE RACKS I---' :'•\ \1 . : : :: :: :: :: , T I H.7 B BY WAL-MART : II 1. ir I �O N \ V. ni:::::::>:tttcii:::o:utcz::::::-i;,.tuii)»J:i[ultii "xti:c, ...t \1 \ 14 I E1 o I \ \ f: I I 1 1 1 Eill_- - - 315 - I ! - I _ \ N 111 It I 1 .1 , I o f65 _I �`O' 141 F ! 322 I :'. `'..CM ,N 8 ii is :i t7] ........•.•••....••...•.•• .. •..... •...................... ,,i,):C::::::::{tlll3;x.x6:ll(V::::::: i«(d Sl)):{,:tilt ii7x(..!:t :,,, .. _.D, . .. ,...�>,.u....�.,.,....,, , ro ro Of- _. I I �� , ��M\��� ��,\ 321 r T:......rcacii:eacx3:,t«)::... s;cii»:r.2ctctii:rceo:c I I 3 ! I 32O . _ H.2 3� i I :1 - - - - - - _ - d H.1 r IN :.: i � I I 319 '� ,,,, / TRUCKWELL I... -� / - G.9 REF. 1-SP1 AREA 'OF' NEW ,C RP T:" 311 - \� / FURNISFt'.::8t'= tN.:fiX�LLED - G.8 .. " :...,.,... - .. ..... _....:. : : � . :: • • , " BY 1h/AL=MART .....:::I„ ,,:,, >:•���' ••.• .. :: ::::. ..................................................................................... ............ `o : ' _ �I . / I 31 ! 313 I 314 • .. .:......... ......:................1...... , :7 .... ....... I..... I........:.............................:.....:.....:.......................: I................... : 7 _ av ,,, ,,:. -.... -.. 00 @--\ q2\N 14 F-4. `I... j 310 / TRUC WELL (G.4)-,�_1. O _ _ - - --- - - - - - - - / - ) REF. -SP1 .. ..7 . ' - - - - - _, G.2 _ - - :` °;.T _ _ _ - - - - - -, _ GROCERY S S AREA _ II I All E �... I , I I I I I 1 TO :I `n - - I - - - - BY WAL / I II - - - - - - - / I... II i G.1 - - - 0 - - - - - - - / - - . o ,:. / 10r -';- - :. : I 11 @-=/ I = I I I I v I P///,, :.... ' -:: C T. I I �... Il :,:,'...........,„, I ///////// . . �' I i'-===-' .BRING = �m.- / / :I i .......... ........... - r I II 00 F.6 - - - �- - - - 1 . 4 IIfl - -- 0 / If I i ..._........ I 2 EXIST." CUSP: N WISP. ' ! :EXPOSED STRUCT. 11.11 / I I I 1 I -_-_� I I I I O I I NEW FEATURE FL OR TILE FUFFNISHED BY • - -OUS. CL i AINTED ;1 `I... _ = .:/ ... I... I WAL MART & INSTALLED BY NTRACTOR SYSTEM . � - - - - - 1. i I ! - F (TY ICAL) REF. WAL-MART FIN L ..•...; ..._ _._• I . II �. I CD . ... . CAR ET/TILE PLAN - , ,1 Y I II ' 11-A2 I EXISTING NEW FEATURE ,11 I II' 11 _ �� SALES AREA TILE , ' , , • I :! II 17.1 15.3 ' N :. ': o Q :.;:::::::� .. 11• ro `� I 100 I f I X „It o M................................I.....I....._............................. t 2 .............................I,...............: I I I I i I I ff H III - AREA- OF 'NEW GARP•ET ,rURNIS LD '& '1: :. II 1 - - -� NSTAI i Fn (�Y wa,�M- ....... ; �.... IIi f, 130 Q E.2 - - - - - - - - - • / I \ REPLACE A MINIMUM OF 9) CEILING PANELS - - - _ - - - Il•..•. - - E ..... N - II II 'I AT EACH CEILING AT SAL S AREA, USE I --- -_ --- -- - - - �" I CLEAN UNDAMAGED PANES SALVAGED FROM �ffI 1-A6.1 ',l, 7 I I : I : I __"...: I I A [�::11 D.9 - - - 1 I I i I STORE I I :1! I III 1 . t:1 ::11 I !h. _ ....r...:,. ....,, - :..........:... ...:........... ,,,,,,,,,,,, ........ II �- I - i :. . I - ...................................................................................... ............. ........... ........... :.. ... I -- :::: • I ,,,, I II II - - - - - -� -.......................................... @__ _ _ _ - , , - , , I1 'I I . AR A OF NSW:: LET'FU,14NI,S`H1 D &I'll .E . ,GA �.... :' Ln `r , I N ,TALLE BY . W,A -MAR-f I I I I �................ I / I , ' p ......I...I..................................................... (THIRD ROW OF LIGHT FIXIfURES THIS SIDE I• I, III • - 1 . , OF FRONT ACTION ALLEY I 1.`I I1' �E'i11 Il 1€ 11 @-=- -- - - - , - , I - , -I 11 ! CV - - ,,,:,,,,,.. ,,,,,,,,,,, ,,,...,...,...,. ,,,.,,.,,,..,.. ,,,,,,,,,,,,,, .,...,. ,-. SE S NAL SHOP AREA OF NEW CA PET FURNISHED & , ' , " , " - ( I I A 308' :, I N INSTALLED BY WAL MART __................................ : .r_ - - 155 - _ - riQ�' LIQr.11CUGn _ .... .............. .-,!,,. - - - - --`1;­;z .................................................................... ­­­­-, ...... � ... J - - -L - - A-0 F PE$ F 6 &- I :'�:: D W : . I.......I.... .. o REPLACE ALL CEILING PANELS FROM THIR • , I , ' - ' , ' • - ' • I ( M MONITOR - a . N ROW OF LIGHT IXTURES BEHIND FRONT SUPPORT - I I t �% "" " - 14-A2 _ .-. 1 I i 307 �, ACTION ALLEY T FRONT CMU WALL OR TYP. RE: 4-A6.1 , " , " . , ' - , " '11 FRONT BULKHEA S OR PARTITIONS , ' , ' , ' , ' , ' 111 1 11�7•. \\ CD > o : . C.4 , , - 11., ' - I' :: I' I1 I i . I - - .....t .. 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THIS BUILDING IS PROTECTED IN ITS HEIGHT OF 15 FEET OF CLASS IV CONCRETE IMPRINT PATTERN O TV MONITOR, REF. 4-A6.1 FOR SUPPORT ENTIRETY BY A FIRE SPRINKLER SYSTEM. COMMODITIES IN FIXED AND DOUBLE ROW NEW MASONRY WALL V DETAIL L VERIFY EXACT LOCATION WITH LLLLLLLLLL STORE LOSS PREVENTION MANAGER- TYPICAL THE MAXIMUM STORAGE HEIGHT IS 12 RACKS. THE STORAGE HEIGHT FOR THE LLLLLLLLLL NEW ENTRANCE TILE EXISTING INTERIOR PARTITION TO REMAIN LLB LLLLLLL 11 LOCATIONS FEET WITH THE EXCEPTION OF THE ROLLING RACK AREA SHALL NOT EXCEED GENERAL MERCHANDISING (GM) 12 FEET. NEW OVERLAY RESILIENT NEW INTERIOR PARTITION STOCKROOM, ROOM NO. 141, (EXISTINGFTILE FLOORING (EXISTING BLDG.) NEW INTERIOR PARTITION W/ SOUND BATTS STOCKROOM). ®NEW RESILIENT TILE -NEW INTERLOR�PAEZT(TION ,,-JR , TED�1,,W_ FLOORING (EXISTING BLDG.) - . - . - . _ NEW INTERIOR PARTITION W/ WIRE MESH , ' CARPET FURNISHED & ........................•• EXISTING WALL, PARTITION, FIXTURE, • INSTALLED BY WAL-MART ........................•• ETC. TO BE REMOVED a.. * 1�; 1-1 Xv (E �, U 14b4/v� 1 4�16 Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 SUPERCENTER 000ANSION "TORE # 857 SANFORD, FL AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 1OTH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: FLOOR PLAN 192-NVEST Drawn By: v Checked B Y Revisions: Project Number: 99127 Date: 03 OCTOBER 2000 Copyright T.O.M. 1 19' -4" T( R 1 "=20'-0" K t4.20 110 7.19P-1 YH. 4.22 7.14 P-4 P-4 8.02 8.01 --- -- 8.01 3.01 4.04 3.04 4.05 4.20 2.06 LEFT SIDE E LEVATI P-2 1 - 9n -n 4 RIGHT SIDE ELEVATION 1 = 20 -0 G.1 F.6 4.27 I P-1 I O.M. 2.06 ICE[- I\IVCF\ I IUIN LIIVC L�J�/� I IUIN LL I /AIL 10 PRE -MANUFACTURED RAILING & CRANE FURNISHED BY WAL-MART & INSTALLED BY GENERAL CONTRACTOR--,--, DUPLEX RECEPTACLE RE: ELECTRICAL CHAIN BUILDING ROOF---:z= __ GUTTER EXTERIOR WALL ATTACH RAILING & SUPPORT BRACKETS TO EXTERIOR WALL PER MANUFACTURER SPECIFICATIONS PRE -MANUFACTURED CRANE & SUPPORT BRACKETS ATTAC CONC. FILLED BLOCK CELLS PER MANUFACTURER'S SPECIF REFER STRUCTURAL 7 JIB CRANE DETAIL NOT TO SCALE CONTINUOUS SEALANT BEAD PROVIDE LINTEL BEAM ABOVE WALL PENETRATIONS O RE: STRUCT. DO NOT O CUT THE VERTICAL WALL REINFORCEMENT O I O 1 GALVANIZED SHEET O I METAL PIPE HOOD O 6\Q l P -1 � I MASONRY OPENING I � � 7 0 . P��S F� COORDINATE METAL COLLAR & SEALANT W/ REFRIG. LINES. FOAM & SEAL ALL OPENINGS AFTER INSTALLATION OF PIPING. RE: SHEETS R1 & R2 8 REFRIGERATION LINE HOOD N.T.S. 4.27 4.04 4.04 4.20 4.04)( 4.27 4.20 8.02 4.04 8.01 2.05 P-2 P-2 P-2 P-2 T.O.M. OL 120'-8" • 4 ELEVATION 1 " = 20'-0' o KEYNOTES 1.01 SIGNAGE FURNISHED AND INSTALLED BY WAL-MART (TYPICAL). 1.02 EXISTING SIGNAGE TO BE REMOVED BY WAL-MART, CONTRACTOR TO REMOVE ALL REMAINING FASTENING DEVICES AND PATCH WALL TO MATCH ADJACENT WALL. C I G S. 1.03 EXISTING SIGNAGE TO BE REPLACED WITH NEW BY WAL-MART (EXISTING M NOT SHOWN). 1.04 EXISTING SIGNAGE TO REMAIN. K' 1.05 ILLUMINATED TENANT SIGN TO BE PLACED AS INDICATED. TENANT SHALL BE RESPONSIBLE FOR ALL INSTALLATIONS, PERMIT COSTS AND SIGN COSTS. 2.00 EXISTING FENCE TO REMAIN. 2.01 9'-0" HIGH CHAIN LINK FENCING WITH PLASTIC SCREENING SLATS INSTALLED VERTICALLY. 2.02 11'-0" CHAIN LINK FENCE. 2.03 42" HIGH GUARD RAIL WITH CHAIN AT END CONDITIONS SMOOTH CMU Eil LINK FENCE FABRIC, POSTS AT MAX. 9'-0" O.C. i, 18 GA. SHEET METAL DOOR HOOD, , METAL HOOD COVER PAINT ALL EXPOSED 2.04 11 -0' HIGH CHAIN LINK FENCING �oI WITH CLOSED ENDS P-� SURFACES P-1 VISTA TH PLASTIC DVERTICALLY. ING SLATS \ 2" x 2" DRAIN �HOO;D EL. HELVETICA MEDIUM 2.05 BOLLARD, REF. 1-SP2. \ TROUGH 110 -10 r- NUMBERS BY I \ � 1 ltl.� wl = NOTE: (9" PROVIDE METAL HOOD AT a DOORS AS SHOWN ON EXTERIOR BUILDING 0 2. ELEVATIONS. 0 DOOR HOOD DETAIL `J N.T.S. IGH CHAIN LINK N/ PLASTIC SLATS MATCH ^EXISTING L E.I.F.S. S'CAI ALIT IT 1A/ VERIFY g M TYPICAL JOINT PATTERN AT 24" O.C.E.W. (U.N.O.) p E..F.S. JOINT DETAILS CONTROL JOINT ALIGNED WITH MASONRY C.J. 1 �0' HALF SIZE BEND FLANGE OUT 1/2" AND FILL WITH SEALANT Q CONTINUOUS SEALANT INTERMEDIATE 18 GA. STEEL STIFFENER PLATES O 6'-0" O.C. MAX. AT HOODS OVER 8'-6" LONG WAL-MART 2.06 BOLLARD, REF. 2-SP2, (FOR `� REQUIRED PLACEMENT). o DOCK SEAL � z 2.20 ORNAMENTAL METAL FENCE, MATCH Co PRE -FINISHED EXISTING, REF. SHEET A9. SECTIONAL FIN. FL. OVERHEAD DOOR 2.24 12'-0" HIGH CHAIN LINK FENCING 100'-0" WITH PLASTIC SCREENING SLATS OCK BUMPER INSTALLED VERTICALLY. DOCK LEVELER, 2.87 BUS SHELTER. COORD. ALL STEEL ANGLE FRAME, VERIFY DIMENSIONS IN 3.01 CONCRETE RETAINING WALL, CURB SIZE OF ANGLE & ANCHOR CONCRETE AND GUARD RAIL AT TRUCK WELL, REQUIREMENTS W/ DOCK BLOCK -OUT W/ REF. 17-SP2. LEVELER MANUF. MANUF. DOCK DOOR ELEVATION 3.02 EXISTING TRUCK WELL. 3.03 EXISTING TRUCK WELL ENLARGED. 1 /8" = 1'-0" REAR SEASONAL SHOP 1 1 = 20 -0 K H.7 7.14 7.19 P-4 P-1 T.O.M. 119 -4" FIN. FL. 100'-0" 8.02 8.02 4.21 P-1 R EAR ELEVATION 1 Z. 20;-0' G.9 7.19 7.14 C4.04 P-1 P-4 H.4 CIS T.O.M. 1 GM DOCK ELEVATION 1 = 20 -0 FIN. FL. 100' 5 A2. 3.01 8.01 2.05 2.05 GROCERY DOCK ELEVATION I1 " = 20'-0' ELEVATION I U 1 „ = 20'-0" GENERAL NOTES 1. ALL SIGNAGE BY WAL-MART. 3.04 FOUNDATION, REF. STRUCTURAL PLANS. 7.04 METAL PARAPET COPING, PAINT. 2. ALL NEW EXTERIOR MASONRY WALLS SHALL BE 3.05 8"X8" CONCRETE CURB, REF. 7.10 ROOF LINE BEYOND PARAPET. PAINTED WITH MASONRY WATERPROOF SYSTEM. 21/SP2. PAINT COLOR BANDS ON MASONRY. PAINT 7.12 ROOFING, REF. SHEET A4 COLOR BANDS ON E.I.F.S. 4.01 12" CMU TO MATCH EXISTING, PAINT. PAINT EXISTING WALLS WHERE NOTED. 7.13 EXISTING METAL EDGE TRIM. 4.03 EXPANSION JOINT (E.J.). 3. PAINT EXISTING EXTERIOR H.M. DOORS, FRAMES, 7.14 METAL EDGE TRIM, PAINT. METAL DOOR HOODS, RAILINGS, PIPE COLUMNS, 4.04 MASONRY CONTROL JOINT (C.J.), AND EDGE TRIM. MATCH ADJACENT WALL COLOR TYPICAL, REF. NOTE 5. 7.16 -GLAZED CANOPY SYSTEM UNLESS NOTED OTHERWISE. 4. NOT USED 4.05 40"x4O" MAS. OPENING AT TRASH 7.17 MANUFACTURED ROOF PANELS. 5 MASONRY CONTROL JOINTS "C.J." MAX. 40'-0" O.C. COMPACTOR, BOTTOM OF OPENING AT 7.18 EXISTING METAL DOOR HOOD. RE: SHEET A5 FOR ADDITIONAL C.J. CONDITIONS. 48" A.F.F. 6. REPLACE ALL EXISTING MASONRY CONTROL JOINTS 4.06 EXISTING TRASH COMPACTOR 7.19 METAL DOOR HOOD, REF. 9-A2, WITH NEW SEALANT. OPENING. PAINT. 7. AT NEW OPENINGS AT EXISTING CMU WALLS, 4.07 TOOTH IN NEW CMU JAMB UNITS AT 7.20 EXISTING SHEETMETAL HOOD TOOTH -IN NEW CMU TO MATCH EXISTING. NEW OPENING, MATCH EXISTING CMU PAINT TO MATCH ADJACENT BUILDING COLOR. FACING. 7.21 SHEETMETAL HOOD, REF. 6-A3, 8. PAINT ALL EXISTING EXTERIOR BOLLARDS TO PAINT. MATCH EXISTING COLOR. 4.08 INFILL EXISTING OPENING WITH NEW CMU, MATCH ADJACENT CMU. 7.22 EXTEND EXISTING SHEET METAL HOOD 9. INSTALL SEALANT AT EXTERIOR WALL EXPANSION TO 8" BEYOND OUTER MOST DOCK & CONTROL JOINTS, & APPLY EXT. WALL SPECIAL SEAL. MATCH EXISTING. COATINGS PRIOR TO INSTALLATION OF GUTTERS 4.20 8" SPLIT FACED CMU, PAINT. AND DOWNSPOUTS. 7.30 EXISTING EXTERIOR INSULATION FINISH 4.21 8" SMOOTH CMU, PAINT. SYSTEM (EIFS) 4.22 SMOOTH FACE BAND, PAINT. 7.31 EXTERIOR INSULATION FINISH SYSTEM (EIFS), REF. 6-A2 4.23 SMOOTH CMU TOP COURSE (TYPICAL). 7.90 STANDING SEAM METAL ROOF, PREFINISHED 4.25 EXISTING CMU. 8.01 SECTIONAL OVERHEAD DOOR 4.26 EXISTING SPLIT -FACED CMU. 8.02 HOLLOW METAL DOOR AND FRAME COLOR SCHEDULE 4.27 EXISTING SMOOTH CMU. 8.03 EXISTING HOLLOW METAL DOOR AND 4.28 COLOR BAND, PAINT. FRAME P-1 LIGHT GREY 4.30 PARAPET AT FRONT WALL BEYOND. 8.05 ALUMINUM STORE FRONT P-2 DARK GREY 5.00 EXISTING JIB CRANE. P-3 BLUE 8.09 AUTOMATIC BI-PARTING ENTRANCE 5.09 JIB CRANE HOIST AND GUARD RAIL DOORS PROVIDE SMOOTH FACE RED ASSEMBLY. WAL-MART FURNISHED BLOCK BEHIND DOOR AND FRAME P-4 AND CONTRACTOR INSTALLED. ASSEMBLY REF. 7-A2. P-5 YELLOW 7.01 EXISTING METAL GUTTER AND P-9 WHITE DOWNSPOUT. 7.02 SHEET STEEL GUTTER AND DOWNSPOUT, PAINT. RE: SPECIFICATIONS FOR ADDITIONAL INFORMATION. Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 •� • SANFORD, FL AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 1OTH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: EXTERIOR ELEVATIONS 192-NVEST Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER 2000 Copyright COLOR SCHEDULE COL SAWCUT CMU SO TOP OF CMU IS LEVEL W/ MEMBRANE FLASHING TOP OF JOIST CONT. 12" WIDE, TREATED 1 X4 WOOD BLOCKING 22 GA. SHEET METAL PLATE, FASTEN TO METAL EDGE TRIM W/ WOOD BLOCKING ONLY ANCHORS @ 8" O.C. — I (AT BUILT—UP & MODIFIED ROOFING SYSTEM BITUMEN ROOF SYSTEMS, TAPERED INSULATION SET IN FULL BED OF TO FULL THICKNESS PLASTIC CEMENT) OF ROOF INSULATION CONT. SHEET METAL CLIP W/ SLOPE ANCHORS @ 8" O.C. TREATED 2x8 WOOD BLOCKING - rn SHEET METAL SPACER N JOIST BEARING, REF. STRUCT. STEEL J T, SHEET STEEL GUTTER— 5/8° REF. STRU 12"x12" @ REAR OF BLDG EXCEPT 8"x8" AT 1 3/8"± as TLE CONT. ANGLE & (WHERE APPLICABLE) JIL,° EMBED PLATE, C�, ° REF. STRUCT. OUTLET SLEEVE — — — 1 /2" Ox8" C.S. A.B. BENT PLATE GUTTER @ 40" O.C. BRACKETS @ MAX. 3'-0" O.C. W/ METAL DOWNSPOUT, (2) EA. EXPANSION 9"x9" @ REAR OF ANCHORS TO MAS. BUILDING EXCEPT 6"x6" AT TLE SMOOTH FACED CMU (WHERE APPLICABLE) AT GUTTER GUTTER DETAIL 10 1 1/2" = 1'—O" CONT. 12" WIDE, 22 GA. SHEET METAL PLATE— FASTEN TO WOOD NAILER ONLY MEMBRANE FLASHING ROOFING SYSTEM TREATED 2x WOOD BLOCKING 24" X 1 1/2" TAPERED T CONT. SHEET METAL CLIP W/ 2 ROWS INSULATION EDGE STRIP ANCHORS STAGGERED @ 3" O.C. T.O.M. TAPERED INSULATION REF, ELEVS. I TO FULL THICKNESS OF METAL EDGE TRIM W/ 2 ROWS SLOPE ROOF INSULATION ANCHORS STAGGERED @ 3" O.C.— _ AT BUILT—UP & MODIFIED BITUMEN ROOF SYSTEMS, SET IN FULL BED OF PLASTIC CEMENT SHEET METAL SPACER�� JOIST BEARING STEEL JOIST AND GIRDER REF. STRUCTURAL REF. STRUCT. 1 1 /2" Ox8" C.S. A.B. 9I CONT. STL. TUBE & EMBED 40" O.C. PLATE REF. STRUCTURAL BENT PLATE GU R BRACKETS @ MA C.— L- N S WCUT CMU SO TOP W/ EXPAN ORS OP ° OF CMU IS LEVEL W/ AND BOTT ° T P OF JOIST SHEET S R— :d 1 R OF BLDG. EXC 8 AT TLE ° •• ° (WHE PPLICABLE) OUTLET EEVE SHEET STEEL DOWNSPOUT- 9"x9" @ REAR OF BLDG. a° EXCEPT 6"x6" AT TLE & ° "•..° SEASONAL SHOP (WHERE d APPLICABLE) GUTTER DETAIL 1 1 1 1/2" = 1'-0" ALTERNATE METAL EDGE TRIM W/ CONT. CLEAT 9—A3 SIMILAR MATCH EXIST. SIZE & PROFILE TREATED 2x— WOOD BLOCKING W/ 1 /2" 4x8" C.S. A.B. @ 40" O.C. _ T.O.M. d • VARIES RE: ELEVS I WATERPROOFING MEMBRANE 8" SMOOTH CMU TOP COURSE A 9�'TYPICAL E.I.F.S. TO MATCH EXISTING ON 5/8" GYPSUM SHEATHING ON 3 5/8" MTL. STUD FURRING @ 16" O.C. DETAIL @ E.I.F.S. ALTERNATE METAL EDGE TRIM W/ CONT. CLEAT 9--A3 MATCH EXIST. SIZE & PROFILE TREATED 2x— WOOD BLOCKING W/ 1 /2" Ox8" C.S. A.B. @ 40" O.C. I gj—E�� T.O.M. VARIES RE: ELEVS Qd I•I WATERPROOFING MEMBRANE ° ..° 8" SMOOTH CMU TOP COURSE TYPICAL DETAIL @ CMU PARAPET CAP DETAILS 1 1/21' = 1'—O" CONT. SHT. MTL. CLEAT W/ FASTENERS APPROX. 6" O.C. INTO WD. NAILER SHT. MTL. JOINT COVER PLATE 6" WIDE MIN. SET IN TWO BEADS Q„ MPX �2" GPP OF SEALANT 12 '�iN EACH ��N OF Opp f SHT. MTL. PARAPET CAP HIGH DOMED, CAPPED GASKETED FASTENERS CONT. TAPERED WOOD SHIM (E.G. BEVELLED CEDAR SIDING) TREATED 2x WOOD NAILER �- EXTEND WATERPROOFING MEMBRANE 1" MIN. BELOW NAILER & SECURE WATERPROOFING MEMBRANE ALTERNATE PARAPET CAP DETAIL 9 N.T.S. CONTRACTOR OPTION - REF. 8-A3 FOR STANDARD DETAIL C 8-A3 T.O. M. RE: ELEVS. HORIZ. MASONRY REINF. RE: STRUCT. 8" SMOOTH CMU- FILL WITH INSULATION- PAINT P-1 - ANCHOR HOOD WITH (2) 3/8" 0 SLEEVE ANCHORS AT 2'-0' O.C. FLARE TOP OF HOOD FLANGE & FILL WITH CONT. SEALANT---,," 18 GA. SHEET METAL HOOD WITH CLOSED ENDS PAINT P-1 . ENDS OF HOOD TO EXTEND 1 '-4" BEYOND OUTERMOST DOCK DOOR JAMB. PROVIDE INTERMEDIATE 18 GA. STEEL STIFFENER PLATES @ 6'-0" O.C. MAX. GUTTER WITH OPEN ENDS) J BOTTOM OF CANOPY 110'-10" � 1. rik BOTTOM OF CMU 108'-8" 26-A8 \/ DOCK SEAL 4 8-A3 ROOFING SYSTEM METAL DECKING RE: STRUCT. FILL CELLS WITH GROUT - RE: STRUCT. —OVERHEAD DOOR TRACK 25-A8 FINISH FLOOR _ 100'-0" ° DOCK BUMPER ° STEEL ANGLE FRAME— SLOPE DOWN RE: STRUCT. 1/2" PREMOLDED EXPANSION JOINT WITH SEALANT 4. CONC. SLAB e RE: STRUCTURE CONC. PAVING - RE: STRUCTURE ° •' = e ° FOUNDATION RE: STRUCTURE WALL SECTION AT GROCERY DOCK OVERHEAD SECTIONAL DOOR DOCK LEVELER- VERIFY PIT SIZE & ANCHORING REQUIREMENTS WITH MFR. STEEL ANGLE FRAME — RE: ! TPl1 1l1T 3/41' = 1'-0" _ T.O.M. ----- SMOOTH CMU TOP RE: ELEVS o Co COURSE TYPICAL n ROOFING SYSTEM ROOFING SYSTEM .. T.O.M. COL 10—A3 b RE: ELEVS. . — — — — — — — — — — T.O.J. —) RE: STRUCT. JMETAL ROOF DECK JOIST BEARING ON STEEL JOIST. ' 4• P-1 LIGHT GREY P-2 DARK GREY P-3 BLUE P-4 RED GENERAL NOTES 1. ALIGN TOP OF MASONRY WITH TOP OF JOISTS AT NEW REAR WALLS (RE: 10—A3). 2. PROVIDE WATERPROOFING MEMBRANE AS SPECIFIED FOR WALL FLASHING AT NEW PARAPET WALLS. 3. WALL FLASHING AT PARAPET WALLS: PROVIDE WATERPROOFING MEMBRANE AS SPECIFIED WALL FLASHING AND WATERPROOFING, AND WATERPROOFING MEMBRANE 4. PAINT ALL NEW AND EXISTING E.I.F.S. 5. ALL EXTERIOR WALLS SHALL RECEIVE SPECIAL COATING. REFER TO BUILDING ELEVATIONS FOR SPECIFIC COLORS. 6. ALL MASONRY JOINTS SHALL BE TOOLED. 7. MASONRY SHALL BE 8" NOMINAL SMOOTH FACE CMU WHERE COLOR ACCENT STRIPING OCCURS ON EXTERIOR BUILDING WALLS. ry 0 z 0 Q I � I- Z � z bi 0 OVERHEAD SECTIONAL DOOR DOCK SEAL 41, DOCK EDGE LEVELER COORD. BLOCKOUT SIZE & ANCHORING REQUIREMENTS WITH MFR. FINISH FLOOR DOCK BUMPER ° 4 - - ° �, CONC. SLAB Q: RE: STRUCTURE a STEEL CHANNEL &ANGLE FRAME- RE: STRUCT. ° 1/2" PREMOLDED EXPANSION ° JOINT WITH SEALANT Q• "°. CONC. PAVING- ° RE: STRUCTURE " ° ° e FOUNDATION ea RE: STRUCTURE WALL SECTION AT 0. M. DOCK 3/4" = 1'-011 T.O.M. VARIES r� RE: ELEVS 0 0 ROOFING SYSTEM T.O.J. RE: STRUCT METAL ROOF DECK ON STEEL JOIST. .4 SMOOTH COURSE ROOFING _ CMU TOP TYPICAL SYSTEM T.O.M. RE: ELEVS T.O.J. ' RE: STRUCT. METAL ROOF DECK ON STEEL JOIST. RE: STRUCT MTL. ROOF .. ; RE: STRUCTURE *F. I DECK ON R S RUCTURE i STEEL JOIST w Z® Z CK C,o V)I w w w I w w w ° ' I RE: STRUCTURE L Z Z Z :D a- na[ n- m cn m cn m w ``' of L LE V) w w W J I of! SUSPENDED ACOUSTICAL a Q SUSPENDED ACOUSTICAL SHEET STEEL— DOWNSPOUTSUSPENDED ACOUSTICAL CLG. WHERE SCHEDULED ' ' CLG. WHERE SCHEDULED RE: STRUCTURAL I CLG. WHERE SCHEDULED PAINT FP---ll FOR BRACING CLG. �HT. IL CLG. HT. CLG. HT. RE: FINISH i RE: FINISH RE' FINISH SCHEDULE SCHEDULE SCHEDULE I o RE: A2 FOR EXACT RE: A2 FOR EXACT LOCATION OF SMOOTH ¢ LOCATION OF SMOOTH 8 SMOOTH CMU WALL. m CMU BANDS AT FRONT WALL < ca, CMU BANDS AT FRONT WALL FILL CELLS WITH INSULATIO I M PAINT P-1 I 8" CMU WALL. MATCH COURSING " 8" SMOOTH CMU WALL. MATCH 8" CMU WALL. MATCH COURSING =UCn HORIZ. MASONRY REINF. I C I OF EXIST. BLDG. FILL CELLS �- COURSING OF EXIST. BLDG. FILL Z OF EXIST. BLDG. FILL CELLS RE: STRUCTURE i I WITH INSULATION CELLS WITH INSULATION WITH INSULATION I c.� SHEET STEEL I = DOWNSPOUT o M STEEL COLUMN. "' CART CURB WHERE INDICATED RE: STRUCTURE ON PLANS (RE: 21-SP2) � N SMOOTH CMU COURSE ° ¢ 8" SMOOTH CMU COURSE AT CART CURB ONLY =D AT CART CURB ONLY PAINT P-2 m� 'cc W �, #15 BUILDING � PRECAST CONCRETE ! FELT BOND BREAKER �Co SPLASH BLOCK ( ? 0 I �� - � w DOWNSPOUT CONC. SLAB 0 I CONC. SLAB "' CONC. SLAB "' L CONC. SLAB RE: STRUCTURE RE: STRUCTURE RE: STRUCTURE I RE: STRUCTURE I a_ V) ,gkFIN. FL. EL. 100'-0" _FIN. FLR. FIN. FLR. i J _FIN. FLR. • a ° °e 100'-0" ° ¢ ° .° • .d : ° 100-0 °°. a . a 100,- RE: STRUCTURE d G ° d --'�:FINISH GRADE � .••a 4 °. ..' •• 4 RE: STRUCTURE Q• I RE: CIVIL PLANS .d RE: STRUCTURE ° FINISH GRADE NOT USED REAR WALL SIDE ALL S ECTI 0 N RIE:iSH CIVILRADE PLANS SIDE WALL TYP . RE: CIVIL PLANS FRONT WALL TYP . `—T- 3/41P = 1'-0" � 3/4" = 1'-0" 2 3/4" = 1'-0„ 1 3/4" = 1'-01, Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 L% /A 1-9 1 1 f I t4-i SUPEi9CENTEi9 EXPANS/ON STORE # 857 SANFORD, FL AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 10TH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: WALL SECTIONS NEW VESTIBULE 192—NVEST Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER 2000 Copyright I�3 ROOF PLAN NOTES LEGEND ......................... .......................... ......................... .......................... ......................... .......................... ......................... .......................... ......................... .................. � ....... r--- i RTU 171 D.7 CCTV (RE: 27-A4.1) SHADE CLOTH (RE: 1-A9) 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO 6. LAP AND CONNECT NEW ROOFING MEMBRANE TO 10. THICKNESS OF RIGID INSULATION AT AREA OF NEW KEEP THE BUILDING WATERTIGHT AT ALL TIMES. OLD MEMBRANE IN ACCORDANCE WITH MANUFACTURER'S ROOF, DOWNSLOPE SIDE OF EXISTING ROOF, SHALL 2. PATCH AND REPAIR EXISTING ROOF SYSTEM INSTRUCTIONS. BE INSTALLED SO THAT AFTER INSTALLATION OF AT NEW CONSTRUCTION. 7. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS ROOF FELTS, TOP OF NEW FELTS ARE FLUSH WITH 3. IF ROOFTOP UNITS ARE RELOCATED, THE EXISTING FOR ROOF PENETRATIONS NOT SHOWN. PATCH TOP OF EXISTING ROOF FELTS, SO THAT WATER CURB SHALL REMAIN AND BE CAPPED. RE: MECH. THE PENETRATIONS WHICH OCCUR ON EXIST. ROOF. DOES NOT POND AT JOINT BETWEEN NEW ANDEXISTING ROOF. THICKNESS OF ROOF INSULATION 4. REMOVE ANY ABANDONED PLUMBING VENTS, 8. ROOF TOP UNITS SHOWN ON THIS PLAN FOR INFORMATION AT AREA OF NEW ROOF, UPSLOPE SIDE OF EXISTING EXHAUST FANS OR FLUES. PATCH AND REPAIR ONLY. COORDINATE WITH STRUCT. AND MECH. DRAWINGS ROOF, SHALL BE INSTALLED FLUSH OR HIGHER ROOF AS REQUIRED TO MAKE WATERTIGHT. THE EXACT LOCATION OF NEW OR RELOCATED ROOFTOP THAN EXISTING ROOF, SO AS NOT TO POND WATER. 5. PROVIDE WALK PADS AT ALL NEW AND RELOCATED UNITS. REFER TO 12-A4.1. ROOFTOP UNITS. RE: 21-A4.1 AND 22-A4.1. 9. PROVIDE CURB AT ROOFTOP UNITS PER DETAIL 19-A4.1. 11. LAP -SPLICE NEW PARAPET FLASHING AT INTERSECTION OF NEW AND EXISTING ROOF. RETURN METAL COUNTER FLASHING FOR WEATHER TIGHT JOINT (TYP.). 12. SLOPE CRICKETS 1 /2" PER FOOT AT ALL ROOF TOP UNITS & SKYLIGHTS. RE: 20-A4.1. 13. EXISTINGROOFING IS BUILT-UP WITH SILVER COATING. EXISTING PARAPET WITH WATERPROOF MEMBRAIN IS MODIFIED BITIMUN WITN WHITE GRANULAR SURFACE. AREAS OF NEW ROOF(' 16 15.1 15 14 13 12 11 10.5 10 9.5 9 8.5 8 7 6 5 4.8 4 3 2 1 0 -1 -2 MATC EXIST. NEW RTU LOCATIONS I I I I I I I I I ROOFI SYSTEM, BA�E FLASHING I I I I I I I I I I COORD. W STRUCT. SHEET STEEL AND WALL WATERPROOFING. ( gGUTTER SKYLIGHTS 'i4. RE: 10-A3 SHEEf STEEL I I '11_114 l GUTTER ¢ RE OCA EXISTING JIB CRAN , RE:10-A3 1-A4.1 0l ) REF.T2PA _ I I I I I I I I I I I I I 1 A4.1 O.H. t "' d �� ; f ( Q ETl�L HOOD {- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :�°;.� :,, P, .- I RE: 9-A2 'I, f ,� . *11. Syr" 0 1-A4.1 O.H. o. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ _ _ _ _ _ _ _ _ 9`3 . 1. . . . 2'-0" `.-7� . . . . . . . . . . . . . . . . . . . . . . .r.- . . . . . . . . . . . . . . . . . . . . . . I. . . .. . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . �D' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ^ . J . U, -I............ (- II. . a............I..... I..... { f... {..... .I........► ....I........I.......1..... . .....I....I I.....'.0 11.1.........I....................................................................I.....I.........I.. 1IV � e9 'S' . .................................... if. .................. � . . . . . . . .I I i- a i- n i_ a r i n . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 .8 . .I . .37. . . . . . . . . . . . . 38. 44 . 1 . . . . . 26 - . . . MATCH' EXIS .. . . . 11. . . . . . . .................................. o . . f200E .SYS.1' M I . . . . . . . .I. . . . . . . 1. . . .... ......... ........q ........... II. _........_........_........_.. ,.. ao .. H.5 �...............�.... �...N . . . . . . . - - , , , II..........................................................-........- ........ .` ..._....... METAL ... , ....I . ........I .....I ............... { ........... ........ NEW. E � ... ...I ............. .. I.. I I..........I ..I 1.. 1.......... �... I. I...... I I V ' {II{..................................___r HOOD .� . . . . SKYLIGHTS ),(P. . . . . . . `t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .MATCH EXIST, .RE: 7-A3 . . . . . . . . . . . . . . . . . . RE: 9- .4.1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .m. . . . . .... . . . . . I I. o . . . . . .. . . . �;. , * , , * , , ............I.1...... . N I. I 10 /P'S . . . . -. . . _ _ . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ATC1 I . . . - - . . . . . . . . . . -. - RE: A7-A3 0D H.1 II. - ... ...... i I I I@C1 I .I•I. �................. ...........-........ --........ -. ... -..... .- ... .. - - H /�. _ , J I I I i . II.1 .. . I. ........... .............. .I . �. I - I - � . . . . . . . . . . . . . . . . 37.'-4" . . . . . 32`-O" . . . 18'-8' . - G.9 8-A3 EXISTING SATELITE DISH . . . . . . . • • • • �• • . • . • • • • • • . . . . • • • • • • • • TO REMAIN .. .1*.,. . . . . . . . . . . . . . . . . -.1. 1. . . ....... ........................................ - ..... �. .......... .0.................. I I I 1 1 I I I I I I I I I I........{.....�......................................---...................I I I I - - - - - - - - - - - - - - ..... .....I ................ ........... _ _ _ _ _ - _ _ _ - - _ _ _ _ - 3 8,_ 7`-. .........'... .............4 2 -. a.......'..... 2 9'- 4". . . . . . . . . . . . . . . CAMERA LOCATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CAMERA LOCATION -- -- - __REF. -f -- -- -- - -- - .- ..�:............... . . . . .... . . . . . .^ REF. 7-A4.1 - I - I - - I - I- - - - I - I I I - I - I - I - I - ......... .. I ..... J. .................................._ .. I......^ .......i _ I _ I - I - G . ....... I......... ... . ........... ... ............. .... I'. L-- -- --� ...... . �. ............ .................. .................M...............................................I..........I... �,- . ......................................... - -I - - - I -� _i � I I_ I - I - - I _ I 'I.............I I 1 I.. .•. .. .... ........................................ EXIS .I . . . . . a. • I. ... . , -. . ( -' .FBI` - . T G ROOF . . . . . HATC TO -BE -RE OVED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -. . a. . . . . . . . . . . . . . . .- .- .-. .- .-- . . . . . -I -I -I - F (� ( J............... Ln......... ................. . ....... I I I I I I M I I I I I . I-• EXPANSIOIN JOINT. ,I ....... .... ................ _ ............ I I I I I . . REF:- - 1.3=--A4.1. . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L............................................................................... - - - - - - - - - - - - - - - - . ....... ...... ........I...... (.. �......I....................... N............. .'....... .. . ..............�.�....... p..................... 1 I 15.3 I I I I I I I I { { ....................M.........................I.............I I I I r ---� r_ r0__JI r__� ........................r_�. . iI II I. ............a�.........1...................I...........................I. .1. I I Jr L ...... .....I......... . ....._ _ _ _ _ _ _®............ ...I........�... ... .. .. . . ... __ ¢ SHEET ST EL - - - - - I) GUTTER I I I I I I I I j ....................... �........ _........ - - RE:10 A3 I. I - I I - E 1-A4.1 ...... ..... ....... .............................. ..... .... ........ ..I.........\0......... .6......... . ...... ... ..I.... 8-A3 .. .. ...:................i.. ... ..._._...I.................�•. M.......I.. .•...�.... ... \/ I. . . 1. . . . . . . . ►. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................. C,......6......6................... ... .6......6.................. I i W I I I {�.� ...e ....................... Y SINGLE pL - - - - - - - - - - - - o - - - - X . o ...`v......... . ROOF .SYSTEM - . I .: • :.:.:.:.:.:.:.:.:.:.: • : I I J W . �. .. z ...... .. rn ...M....... . U...I.'.......................I.. -�. .. { . EXISTING BUILT-UP 0 a . . . . . . . �.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � 1=. ROOF SYSTEM Tx 0 . . . . . . . � o . . . . . . . . . . . . . . . . . . . . . .$ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I... C�� o.. . I. . . IC7 .� -r w.l........ . I I I I I I I I j.. j......... =.---- .� .. �..... p ..................I.... ....... ...I ...... ,. M . ... =........... 6 - l I .. P.. . . 0'-CD •c� - - - - - - - - - - - - - - - - I _........ - . _........ _........ _..... - - - D . �.� .f - �.....I. . ....... .....@ L_ - -,A.......... I...I..........6.I..........6.. /\ �. __ lip8-A3 �. �. . . . . . . . . .�- . . . . . . . . . . . . . . . . . .19. - •-. • ..{.......... .1 I I I I I I I {. I.....M................... ...........................I......4�7.6.I I. 14 -6d �l'-3.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8KYLICHT TYP.. . . . . . . . . . . . . . I . . -- -- �----) (-- --I I-- --� . . . . . . . . . . . . . . . TYPICAL . - - 1 I. . . . . . . I .RE:. 9-A4,1 . . 11 11 . I, I - - -.-. . . j ... - L J- - - �- J - - -]I %% L- - L- - - - - - . . . . . . .�. . . . .. . . . .. . `. . .. . . ... . . . . . . . . I..... ...I I I I I I I I .I..........I..................................1.... ..........I SINGLE PLY . . . . . . . _ - - - - - - -- - - - - ROOF SYSTEM . . . . . . . . . . . . . . . . . . . . . . . . . C . . . . . . . EXISTING EXPANS10 • - • • • • • • • • • • • • ........ . _ JOINT..... ..... .........I. ....... .. .................. I o .................... ¢:.I.... I.' M . .�...........I... ....-1............. ............. _. �. I EXISTING PARAPET I I I I I I I I I .o . I I.. (- - -} . - - - - - - - - - - - - ,..... �...1 I....I........... I I I I ...... .... �. ........... P...M .... p . ~��� ~~ � _, �_�� � �~~ CAMERA LOCATION - - - `%_ _� _,t ~ �� �~ -1 ROOF EMBRANE 1 %-4� 1 �-�_-`���� `1 REF. 27-A4.1 I I - -) LAP, REF. 12A-A4.1 r - -� / ¢ o . . I. I ti % ( I oP . . �� �� �z �ti �1 'GLAZED I19 ( I I \ cL. I. I. . . . . `-�- -11% N. _ �~��~1�~~~1~L--4%% I CANOPY I I . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . I..............I -_ ~ ti�.� �: �,. - SYSTEM- - _ ._ _ I . I . . -p . . . . . . . m. . . . . . . . . . . . . . . . . . . . _ �_ - - - - - - - - - - 1 ti % ` `� -, -\ ,- \ . . . . . . . - e 1. t*' I . A.8 1 1\\ti 1 ti /)- "-1k I , III �-_ O-If _I _1-1 -- -- �9I[........ ..... ..... ...... ti ti ti 1 ti ti ti loll-,,-~-� �~�\~�l�~�� �~ \~��~��� ~`\~���`�~ I . { I . . . . .TAPER •INSULATION .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -. 191_101 26,_8, . _- . ` �I l \ l -` � l _ • FOR• POSITIVE SLOPE. _ �� \ CAMERA LOCATION ¢ �, 13-A4.1 ' r -I REF. 27-A4.1 1 I z-............................................................ I I I _\\�%\1\w>..... l �1\\�� �~ �~ � �1� -1 �~ ~ 1% ,% �% _ . . . . . . . . . . . . . . . . . . . . - . - - _r. . I. . D. I . . . A.7 \ \ \ Z 1 1 l \ \ 1 \ 1 1 \ U p . . . . . . . . . . . . . . . . . . . . . �. - 7 . . i*_,_, ..- . r � . I. _1 . . . . . . . . . . . r\ 1 1 L 1 1 1 I�� I. I....... .I......... .........i. {. I. I.. I.. I.I. I ............................. . 1 1 \\ 1\\ 1 1\ \ 1 1 Q 1 1 � \ 1 \ \ 1 \ 1. \ 1 1. \ ^ \ \ 1 \ 1 \ 1 \ 1 \ ti , \ . . . . . . . . \ \ \ \ -\ \ \ \ 1 \ ti \ \ 1 - 1 -Q Z \ \ 1 1 % `w \ _` \ �������. \���1�t� �� , I 8-A3 ....... ... 2............. .... ........ ::I ; ... ... , j .. ......................... . ��. . � _\ � � 1 �� . . . . . . . . . . . . /\ 1 \ AR CEN q \ �l ,` \-` �` \ \�, �`t`� �A r l_ - -1. . . . . . . . . . . . . . . . .. . . . . .. . . . . . .. . . . . . . . / �` qR . .. . ... ... . . !�. - -I \ 1 1\ 1\ 1\ 1 1 1 1\ ✓✓ -1 1- 6-A9.1 �� l� \,�-\ � � � ��,`, - I. I . . . . . . . . . . . . . . . . . . . . . . . . . . A.3 I AFA I11 -dA_ " \� % \ti ~~ ~� ~� ~ ~~ ~� �l `� �� �� `� �~ �l I 6-A .4 CAMERA LOCATION �,� CA R LOCATION . . . . . . . . _ I 1 -A5.4 . % \ � 1 , %% \ \ � \ 16- 5.4 ( . . . 1. _ . REF. 24.1 Q REF 2 -A4.1 . . . . - - - I I I C U0 1 6 - 5. 4 ..-....... I ... 1 Imo✓' . _- ___/11-,%-III,_-I_�I,\�\I\%I --\-\-_�\N --­\_- � �.- \% _- _ t I-- -i- -I i I I I I I - a.1 i GLAZED CANOPY SYSTEM - - - - - - - - - - - - - - I - I - I -I - `t BAS FLASHING TO MATCH EXIS ING / Sri ¢ a 14- 4.1. NEW E DM E3 I S ANDING SEAM ( ¢ C METAL ROOF \ C ,n WAL WATERPROOFI G. 0 � I - I .- I Q z C¢ �- 1 I ( ( I I MATCH EXISTING ROOF SYSTLM I I rz H I \ `n I NEW SINGLE I#LY ROOF SYS EM I STANDING SEAM w I _9 I I METAL R OF 17.1 16 15.3 15 14 13 12 11. 11 10.9 10. 10 9.6 9 8.5 8 7.5 7 6.5 6 5 4.7 6 3.8 3.3 3 2.9 2.8 2 1 0 G -2 I ROOF PLAN I 1 20'0" "bx�� �q Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 AI ikliA _� U il - EXPANSION • STORE- • SANFORD, FL AMERICANA BOULEVARD U.S. HIGHWAY 77 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 10TH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: ROOF PLAN 192-NVEST Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER 2000 Copyright i ; i SKYLIGHT 17 OR 18-A4.1 ROOF HATCH WITH INTEGRAL CURB OIL22 -0 T.O.M. METAL COPING W/ BASE FLASHING CONT. CLEAT EA. i SIDE 17 OR 18-A4.1 BASE FLASHING, REF. 15 A4.1 (. WATERPROOFING ROOFING I ° MEMBRANE, EA. SIDE SYSTEM SINGLE PLY ROOFING ON INSULATION I I ° 12" SMOOTH CMU ROOF INSULATION °) .b f: JOIST BR'G a [ ELEV. VARIES REF. STRUCT. METAL DECK ON STEEL 9I— -1� JOISTS, REF. STRUCT. CONT. STEEL ANGLE W/ ° EMBED PLATES, REF. STRUCT. I. -4* . JOIST BR G d ELEV. VARIES REF. STRUCT. 5 PARAPET D ETAI L 1 "=1'-0" MANUFACTURED ROOF SYSTEM- METAL CURB MATCH EXISTING AE CONT. 2 X2"x 1 1/2"x1" LLH STEEL ANGLE 4 SIDES - WELDED T LOWER ANGLE ON 4 SIDES CONT. 4 1 2"x INSULATION 4 1/2"x1 4" LLH STEEL ANGLE 4 SIDES - EXISTING WELDED TO JOISTS METAL DECK EXISTING ROOF STRUCTURE /� SKYLIGHT CURB DETAIL 34 1 "=1'-0" AT EXISTING ROOF 2X TREATED WOOD BLOCKI .� 15 ANCHOR AS REQUIRED �` 1 " REF. STRUCT. FOR GROUTING & REINF. ROOF DECK, - - REF. STRUCTURAL BASE FLASHING, REF. 15-A4.1 3"x3"x1/4" STEEL ANGLE 4 SIDES, EXTEND (2) SINGLE PLY ROOFING SIDES TO SPAN JOISTS _ ON INSULATION MTL. LADDER BRACKET BOLTED TO STEEL ANGLE STEEL LADDER ROOF HATCH SALES SIDE INSTALL SUPPORT MOUNTING ASSEMBLY AFTER INSTALLING PARAPET WALL WATERPROOFING. SET ANCHOR BOLTS IN SEALANT. BED STEEL MOUNTING PLATE IN SEALANT. SEAL PERIMETER OF MOUNTING PLATE TO WALL/PARAPET WATERPROOFING SO AS TO PRECLUDE INFILTRATION OF MOISTURE BEHIND OR UNDER PLATE, PROVIDE URETHANE SEALANT AS APPROVED BY ROOFING MANUFACTURER, SECURITY CAMERA PROVIDED BY WAL-MART (I WAL-MART JIB CRANE VENDOR SHALL------,,, PROVIDE CAMERA SUPPORT MOUNTING T.O.M. ELEV. I) C ASSEMBLY, 10"x 10" STEEL PLATE W/(4) VARIES II �1, MASONRY ANCHORS CONTRACTOR SHALL II II FIELD PAINT SUPPORT ASSEMBLY o LOW VOLTAGE WIRING/CABLE II BY WAL-MART CONTRACTOR SHALL PROVIDE 3/4" CONDUIT, CONNECT TO JOIST BELOW 1 1-A4.1 1 1-A4.1 2'-0" CONTRACTOR TO LOCATE 110V. RECEPTACLE AND THRU ROOF CONDUIT AT JOIST NEAREST TO CAMERA LOCATION 2'-0" PARAPET FLASHING/ GRAVEL STOP 6" e 3„ WATERPROOFING - MEMBRANE AT 1/2" PARAPET ° ° CAMERA SUPPORT Q 6"x10" STEEL ° PLATE. SET IN APPROVED \ SEALANT PLAN PROVIDE TOP OF PARAPET MOUNTING CONDITION WHEN T.O.M. IS LESS THAN 2'-0" ABOVE ROOF MEMBRANE. GENERAL CONTRACTOR SHALL PROVIDE SUPPLIER WITH QUANTITIES OF EACH MOUNTING TYPE REQUIRED 27 CAMERA MOUNT DETAILS 1" = 1'-0" P LAN T.O.M. gk VARIES PARAPET AT VESTIBULE (LIGHT GAUGE METAL FRAMING) `�- - R001= CURB OUTLINE w LL_ a_ 0 0 0 rr � CO RUCT CRICKET 0 TAPERED ROOF SULATION @ 1/2" PER FOOT SLOPE 20CRICKET DETAIL 1 /2"=1 '-0" AHU, COMPRESSOR HOUSE OR CONDENSOR RACKS, SHEET MTL. EXPANSION JOINT COVER STANDING SEAM JOINT FLEXIBLE W/ CLEAT AS SHOWN METAL COUNTER FLASHING WATERPROOF MEMBRANE 9 3/4" W/ GASKETED FASTENERS CLOSURE 1" � 1 1/2" AT 8" O.C. GATT INSULATION SLOP\1/8"/FT. 17 OR 18-A4.1 (MIN. 4" DEPTH) -' EXP. JOINT COVER 2 1/2 MANUFACTURED � i 1/2" 17-A4.1 ROOF SYSTEM METAL CURB — GASKETED FASTENERS FLASHING MEMBRANE �� -VAPOR R TARDER REF. 18-A4.1 INSULA M ETAV SHEET STEEL GUTTE NEOPRENE TAPE GASKET SEALANT-� TO BE FURNISHED BY RTU MANUF. ROOF TOP UNIT (RTU) REF. MANUF. SPECS. MANUF. CURB, C.M.U. PARAPET WALL TREATED WOOD BLKG. MATCH INSUL. THICKNESS op u'�9Q Q \ i DOWNSPOUT, LOCATION VARIES TERMINATION BAR --WATERPROOFING MEMBRANE ROOFING BELOW r EXISTING BLDG. j NEW EXPANSION EXPANSION JOINT R.T.U. CURB DETAIL PARAPET END FLASHING 1 1 1 1/2 = V-01f7 1 -1 -0 1/2"=1'-O„ WATERPROOFING MEMBRANE MECHANICAL UNIT & SHEET SHEET METAL METAL BASE- REFER TO WIRE EDGE TRIM - CONT. MTL. FLASHING WITH MECHANICAL PLAN MESH TERMINATION BAR z CONT. MTL. CLEAT WITH MANUFACTURED CMEMBRANE WATERPROOFING W/SELF TAPPING GASKETED FASTENERS 17 O@ CONC. SCREWS @ 6" O.C. 4" O.C. 1" GAP W/ INSULATION RIGID INSULATION A18-A4.1 CONTINUOUS GALV. METALC.M.U. COUNTER FLASHING 4' .6 WALL MIN. FIBER CANTFLASHING FLASHING MEMBRANE ROODFIINSUNG OLATION MEMBRANE WRAP WATER - PROOFING ROOF SYSTEM OVER METAL i & FLASHING ON INSULATION DECK :' ;: MEMBRANES ROOFING -_._� ,. ; .A;..: , AROUND CORNER - TREATED WOOD (9 1/2" WIDE) _ - _ CONT. WOOD BLOCKING MATCH INSUL. THICKNESS - ANCHOR SHEET METAL FASTEN TO ROOF DECKING TO DECK W/ 3/8" 0 BOLTS EDGE TRIM EXTEND COUNTER 2 PER SIDE FLASHING AROUND CONSTRUCTION AND PROFILE CORNER OF NEW CANT, BLOCKING AND „ Z. 4 X4 X1/4 4 SIDES- ,� ' /_3 X3 X1/4 FLASHING TO MATCH EXISTING WELD TO TOP CHORD OF FOUR SIDES SHEET STEEL ADJ. BAR JOISTS GUTTER - E FLASHING EXHAUST FAN PARAPET END RE: 10-A3 FLASHING 1 4BAS 2 1 1/2"=1'-0" AT BUILT-UP ROOF SYSTEM 1"=1'-0" N.T.S. (MATCH EXISTING) SKYLIGHT------ SHEET METAL WATERPROOFING 3/16" GALV. STL. BARS EDGE TRIM TERMINATION BARW SELF TAPPING MEMBRANE WELDED IN A 6WELDED GRID PATTERN CONC. SCREWS TO TOP OF CURB @ 4" O.C. MIN SPLICING CEMENT 17 OR 18-A4.1 OR WELD (IN -SEAM WATERPROOFING SEALANT EPDM ONLY) MEMBRANE C.M.U. WALL . LAP SEALANT 2X4 PT WRAP WATER - SINGLE PLY ROOF SYSTEM ON INSUI ATION ROOF SYSTEM NAILER PROOFING MEMBRANE MANUFACTURED SINGLE PLY AROUND CORNER METAL CURB ROOF SYSTEM' SHEET METAL EDGE TRIM— �_LOCATE PADS ADJACENT TO EQUIPMENT-' MEMBRANE FASTENERS- INSULATIONS / ICON 1 1� " VERIFY ALL DIMENSIONS BEFORE MIN. 3" FROM EDGE ��/ STEEL ANGLE INSTALLING WALKWAY PADS OF FASTNER TO EDGE METAL DECK OF WATERPROOFING HERE DECK EDGE SHEET STEEL MECHANICAL EQUIP. MEMBRANE OR ROOF. REF. STRUCTURAL IS UNSUPPORTED GUTTER - RE: 10-A3 TERMINATION WALKWAY PADS BASE FLASHING SKYLIGHT CURB DETAIL PA BAR WITH SELF C� �j PARAPET END FLASHING TAPPING SCREWS 2 1 N.T.S. ALSO AT COMPRESSOR HOUSES & 1 51 1/2"=1'-0" AT SINGLE PLY ROOF SYSTEM " 1 '=1'-O" v N.T.S. AT 4" O.C. AT SINGLE PLY ROOF SYSTEM GU �ItK ENSER RACKS fi WAq?Y WATERPROOFING MEMBRANE SHEET METAL SHEET STEEL SHEET METAL FLASHING CLAMPING RING FLASHING GUTTER END WATERPROOFING SEALANT BEA ° ° MEMBRANE- ;r, FASTENERS @ 24" O.C. NOTE: AT EXIST. RIVETS AND SHEET STEEL EXTEND UP AND PARAPET �� ROOFING TEAR SEALANT ° ° GUTTER BEHIND E.I.F.S. _0 SHEET METAL CO E LASHING STRIP P WNT08' SEAL TOP OF G W/ 3-COURSE 17 OR 18-A4.1 MATCH EXIST. BENT PL. GUTTER SECTION OF VERTICA ROOF CEMENT FLASHING ROOF SYSTEM. BRACKETS @ 3'-0" WALK WALKWAY PADS 7'-6"x12'-6" __ AND REINF NT FABRIC MEMBRANE O.C. MAX. & AT PAD CENTER ON 4'-0" OPENING FASTENE 8" O.C. ROOFING o, EACH EXP. JOINT ROOF HATCH JIB CRANE 4" �11N., MEMBRANEME CMU WALL 1 UNDER LIGHT 2'-6"x2'-6" WALKWAY PADS GAUGE PARAPET SPACED 1" APART LOCATED ADJ. TO FILTER ACCESS PANELS AT RTU AND ADJ. TO ROOF HATCH. PROVIDE THIS PAD FOR � M TREATED 2x4 BLOCKING > MTL. DECK STRUCTURAL OR NON-STRUCTURAL CURB FOR DECK PENETRATIONS GREATER THAN 10"x10" 19 CURB DETAILS 1 1 /2"=1 ' - O' METAL EDGE TRIM SMOOTH -; CMU END i � 1 1/2' w Elf 2x4 TREATED 2x4 BLOCKING > BLOCKING MTL. DECK- MTL. DECK 3" 9" NON-STRUCTURAL CURB EXPANSION JOINT CURB FOR DECK PENETRATIONS 10"x10" OR LESS WATERPROOFING MEMBRANE TERMINATION BAR W/SELF TAPPING CONC. SCREWS @ 4" O.C. WRAP WATER- PROOFING & FLASHING MEMBRANES AROUND CORNER i ROOF SYSTEM TYP. PROFILE T SINGLE ROOF ROOF DECK INSULATION 2 PARAPET WALL DETAIL N.T.S. METAL COPING FLASHING MEMBRANE - CONTINUOUS CLEAT-, ROOF ------__ SYSTEM WATERPROOFING LARGER UNITS. FIBER CANT ROOF DECK ROOF SYST / MEMBRANE CONTROL BOX ACCESS METAL D CK MANUF. ROOF INSULATION INSULATION METAL METAL EDGE TRIM LOCATE PADS ADJACENT FILL CURB RTU TO CONTROL BOX DECK ANGLE. REF. STRUCTURAL 2 PARAPET WALL DETAIL % WALKWAY PADS BASE FLASHING FLUE PENETRATION N.T.S. 2 2 NOT TO SCALE 1 " 1 1 /2"=V-0" AT BUILT-UP OR MODIFIED 10 BITUMEN ROOF SYSTEM MANUFACTURED ROOF CURB FLASHING MEMBRANE FIBER CANT ROOF SYSTEM " 4 MIN. I cn w % ROOF CURB DETAIL 17 1 1/2"=1'-0" AT BUILT-UP OR MODIFIED BITUMEN ROOF SYSTEM AHU- REF. MECHANICAL METAL COUNTER FLASHING WITH -WAL-M RT JIB CRANE VENDOR MANUFACTURED GASKETED FASTENER AT 8" O.C. SHALL PROVIDE CAMERA METAL CURB 3 1/2" ACOUSTICAL SUPPORT MOUNTING ASSEMBLY, 17 OR 18-A4.1 BATT INSUL. STEE LATE W/(4) MASONRY BY G.C.- SECURE T "STICK MTL. DECK MANUFACTURED AN 0 S. CONTRACTOR SHALL WITH PINS" ROOFCURB, F D PAINT SUPPORT ROOF SYSTEM 1 1/2" MTL. ROOF DECK PANEL WATERPROOFING SSEM LY. ON INSUL. ON BY G.C.- TACK WEL -TO OR SCREW MEMBRANE-----_ METAL DECK ANGLE FRAME NAIL STRIP —110v. RECEPTACLE - CONTRACTOR TO LOCATE 11 OV. LAP SEALANT- RECEPTACLE AT JOIST NEAREST SINGLE PLY TO CAMERA LOCATION ROOF SYSTEM INSULATIO 2x2x1/4" STL. GLE FRAMING / -LOW VOLTAGE WIRING/CABLE AT CURB BY RB MFR. BY WAL-MART -CONDUIT SLEEVE AND SEALANT REL. ANGLE FRAMING- SECTION BOTH SIDES BY GENERAL CONTRACTOR AHU -1 CURB DETAIL ROOF CURB C,�AO,�u�� 2 4 DETAIL 1 1 /2"=1 '-O" AT SINGLE PLY ROOF SYSTEM SHEET METAL D� GUTTER ENDS SHEET METAL LAP NOTE: SET EXPANSION JOINT AT EACH MASONRY CONTROL JOINT- 45'-0" O.C. MAXIMUM 4GUTTER EXP. JOINT SCALE 1" BLDG. EXP. JOINT LAP GALVANIZED MTL. SEALANT BEAD CLAMPING RING EXPANSION JOINT 6" TYP. ON EACH SIDE FOR TEAR BACK EXIST. SLIP JOINT MOLDED PIPE ROOFING MIN 18" FLASHING INSTALL NEW mi im WATERPROOFING FLANGE SET ROOFING W� i MEMBRANE IN MASTIC ROOF _ Z CLEAT MEMBRANE °° i i CONTINUOUS METAL COUNTERFLASHING; ATTACH TO PARAPET W/SCREWS @ 12"O.C. ROOF SYST EXPANSION JT. COVER METAL D CK NOTE: REFER TO GASKETED FASTENERS ELEC. DWGS. FOR PIPE SUPPORT DTLS. MANUFACTURED METAL CURB ROOF PENETRATION EXPANSION JOINT 1 1 1"=1'-0" 5 1/2"=V-O" (SIM. AT EXPAND-O-FLASH JT.) LAP ,B„ o ROOF SLOPE V-0" 3'-O" FEATHER TO EXPANSION JT. COVER PREVENT TAPER FIBER CANT TAPE BASE NEW ROOF PONDING 27 1/2' 1'-6" FROM CURB END W/ ASTIC MEMBRANE CAP SHEET ---- ___---_------- FLASHING MEMBRANE 6" 6" E.J. COVER -FLATTEN �\ @ END NEW ROOF INSUL. TO EXIST. ROOF MATCH THICKNESS OF EDGE TRIM SET IN EXISTING EXIST. ROOF INSUL. PLASTIC CEMENT LAP "A" ` 1/2" THICKER THAN EXIST. INSUL. CONT. NEW ROOF THICKNESS. TAPER RIDGE IF CLEAT MEMBRANE NECESSARY TO MATCH HEIGHT OF �p EXIST. ROOF MEMBRANE EXIST. TAPER INSUL. ROOF SLOPE TAPER ROOF -------------r ----' ---- TREATED WD. HAILERS ANCHOR BOLT EXPANSION ANCHORS NEW ROOF EXISTING ROOF SHEET MTL. INSULATION INSULATION GUTTER BRACKET GUTTER 1 2 MEMBRANE LAPPING EXPANSION JOINT RE: 10-A3 N.T.S. 6 1 /2"=1'-0" V"6 Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 AF AF SANFORD, FL AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 1OTH STREET ' BENTONVILLE, AR 72712-6489 Sheet Contents: ROOF DETAILS 192—NVEST Drawn By: Checked By: Revisions: ; Project Number: 99127 Date: 03 OCTOBER 2000 Copyright SAW -CUT NOTCH IN NEW PROVIDE REINFORCIN EXISTING CMU CMU FOR C} � COLS. BARS IN GROUT NEW 8 CMU COL SEALANT W/ REMOVE EXISTING COL PROVIDE REINFORCING COL JOINT FILLER NEW 8" CMU WALL EXISTING 12 } BACKER ROD C.M.U. BARS IN GROUT COL - - - FILLED CELLS SAW -CUT NOTCH IN CMU TO REMAIN REINF. BARS CONT. CMU WALL i RE: STRUCTURAL EACH SIDE NEW COLUMN FILLED CELLS NEW COLUMN I TO REMAIN SAW -CUT NOTCH IN CMU ( FOR JOINT FILLER REF. STIR. RE: STRUCTURAL RE: STRUCT. C GROUT FILLED I I FOR JOINT FILLER EXISTING 12" CMU CELLS. RE: STRUCT. STEEL COLUM I EX REMAIN ( EXISTING 12" CMU �'a;:: NEW CMU WALL I SEALANT W/ CONTROL JOINT FILLER TOOTH -IN NEW CMU ^ f E: STRUCT. BACKER ROD MATCH EXISTING •:•: �:; . TO REMAIN .: �:; I (8„ OR 12") W/ I - - .. - COL '"'• • '� - - SEALANT W BACKER REINF. BARS '� COL. I .�:::•; EACH SIDE SEALANT W BACKER ROD AIL } SAW -CUT COL •.:•�-°•••: •: ' / `"° �:�•;',•�. / SEALANT BOTH SIDES - -CUT FILLER EACH SIDE NOTCH IN NEW COL _ - GROUT FILLED TYP. SAW -CUT :�.;'. ROD EA. SIDE::' .;..:: CMU FOR ( TOOTH -IN NEW CMU CELLS. RE: N ( EXPANSION FILLER �..:_.• JOINT FILLER ------_MATCH EXISTING NOTCH IN NEW PROVIDE REINFORCING `. SAW CUT EXISTING STRUCTURAL ROD CMU FOR BARS IN GROUT FILLED (TYP.) I A.:'. C.M.U. AS REQ D I ( " `:� & SEALANT TYP. JOINT FILLER CELLS TYPICAL SEALANT W/ FOR CONTROL EACH SIDE (Typ,) RE: STRUCTURAL } TOOTH -IN NEW CMU •'�•` I BACKER ROD :,>; REMOVE JOINT FILLER - - COL COL - }OLD - MATCH EXISTING EACH SIDE EXISTING" I NEW CMU CMU WALL NEW 8" CMU GROUT FILLED CELLS ( GROUT FILLED CELLS EXISTING CMU I -NEW 8 CMU WALL TYPICAL NEW 8" �, RE: STRUCT. I RE: STRUCT. TO REMAIN I 1" EXPANSION FILLER CMU (RE. A2 12 STEEL COLUMN RE. STRUCT. i NEW 8" CMU NEW 8" CMU SPLIT - EXISTING 12" COL. SEALANT I ORRSMOOTH)ACE V-2" TO REMAIN ' CMU WALL EACH SIDE e• ' ,..:,•: CONTROL JOINT CONTROL JOINT CONTROL JOINT EXPANSION JOINT CONTROL JOINT CONTROL JOINT CONTROL JOINT (TYP.) SEALANT BOTH SIDES- 5 " TYP. NEW CMU WALL PERPENDICULAR6 TYP. NEW CMU © EXIST. CMU 1 "=1'-0" 3 TYP. INSIDE CORNER 1 "=1'-0" TYP. OUTSIDE CORNER `J 1 "=1'-0" EXPANSION FILLER 1"=1'-0" 4 1"=1'-0" 1 -1 -0 1 -1 -0 TO EXISTING CMU WALL A.3 A METAL COPING I PAINT P-4 , <- } I m SPLIT FACE CMU (TYP.)- -� PAINT P-2 ,, PARTIAL ELEV. 1 /8"=1 ' -0" A.3 A T.O.STUD EL. 134'-9" IV T.O.STUD EL. 128'-8" EIFS JOINT TYP. RE: 6-A2 STANDING SEAM METAL ROOF COLOR P-3 NEW EXTERIOR INSULATION SYSTEM PAINT P-1 Q w I UI PAINT BAND P-3 BOLLARDS WITH BOLLARD COVERS RE: 1-SP2 FIN. FL. EL. 100' -0" �-- NEW EXTERIOR INSULATION SYSTEM PAINT P-1 T.O.STUD EL. r� _ 134'-9" Q } METAL COPING PAINT P-4 T.O.STUD EL. 128' -8" EIFS JOINT TYP. RE: 6-A2 NEW EXTERIOR INSULATION SYSTEM PAINT P-1 cri u7 Q E.I.F.S. PAINT BAND P-3 BOLLARDS WITH " BOLLARD COVERS RE: 1-SP2 FIN. FL. EL., 100'-0" SPLIT FACE CMU (TYP.) PAINTFP 22 1 1 PARTIAL ELEV. U HAIR CARE REF. 1-HC 1 I II CART II STORAGE 102 II ............... III 0.9 n n Ti. Ln TRANSLUCENT � o WALL PANELS T.O.STUD EL. METAL COPING ALL SIGNAGE BY 134'-9" 11 METAL EDGE r7 PAINT P-4 WAL-MART T.O.STUD EL. TRIM PAINT P-4 Lri " Q } ILLUMINATED TENANT fFS ;JOINS .T`(P... 128' -8 T.O.M. EL. C J I SIGN RE: 1-A2 RE: 6-A2• T.U.M. EL. 126'-8" RE: 8-A5 - -�- T.O.M. EL. 127'-4" 122'-8" SPLIT FACE CMU (TYP.) NEW EXTERIOR INSULATION PAINT P-1 SYSTEM PAINT P71 SPLIT FACE CMU STEPPED METAL FLASHING PAINT P-3 FOLLOW SMOOTH CMU LINE PAINT P-1 SMOOTH CMU SHT. STEEL "" PAINT BAND P-4 G.UTTER- PAINT r Q 4" x3" SHT. S EEL SPLIT F} CMU <} DOWN POUT AINT P 1 21 A5.4 - J. PAINTFP I - +- [fF E: 1 A5. o 00 E.I.F.S. BAND PAINT P-3 FIN. FL. EL. SPLIT FACE CMU (TYP.) 100'-0" PAINT P-2 CCART CURB BOLLARDS W/ CART CURBS RE: 21-SP2 BOLLARD COVERS RE: 21-SP2 RE: 1-SP2 PARTIAL ELEV. LJ 1/8"=1'-0" -- 4.7 LO LO 3.8 l ¢ Q } N � - • ALL SIGNAGE...BY- FM rNMIZZ �� WAN I RIMS n►►i i�� �� i - . -�� �S� MAIM� • 1 I I�I� 1011111100 I .. IllAlil/ , r.IN1111 0111NVIIII&M MM iiiiiiii VAI 0100, �� r'/Ii�� �� mil• �� 0 /MEEHEO,xS'0wVE`10'AEA1141��Iiri��Iir/I Z- 1/8"=1'-0" TRANSLUCENT WALL PANELS METAL COPING PAINT P-4 r`? C METAL EDGE ¢ TRIM PAINT P-4} S• EEL=--� •GUTTER PAINT P-1 T T.O.STUD EL. Nf 134'-9" METAL COPING PAINT P-4 T.O.STUD EL. _ 128'-8" EIFS JOINT TYP. RE: 6-A2 NEW EXTERIOR INSULATION J�,�- SYSTEM PAINT P-1 � Vi I} Lj LO E.I.F.S. BAND PAINT E 1i BOLLARDS WITH _ BOLLARD COVERS" i RE: 1-SP2 FIN. FL. EL. / \ r> a � : 100 -0 SPLIT FACE CMU (TYP.) -------- PAINT P-2 16 PARTIAL ELEV. 1 /8"=1'-0" 3.3 A A.3 METAL COPING PAINT P-4 T.O.STUD EL. I 134'-9" I '� RE: 9 -A5 ILLUMINA ED TENANT STEPPED METAL FLASHING SIGN RE: 1-A2 FOLLOW SMOOTH CMU T.O.STUD EL. LINE PAINT P-1 128'-8" T.O.M. EL 126'-8" EIFS JOINT TYP. A.3 ALUM STOR RONT 4" 3" SH . STEE SYST M D WNSPO T PAIN[ P-1 SPLIT FACE CMU (TYP.) CART CURB PAINT P-2 RE: 21-SP2 I I I.. 17A5.2 }5 I I �: :::: • : •..:: : : } -- — — — — O-R. — — — 109 <8> I� ICI ......... - - ..:, .� a�...,-,vim✓ `_ — — — — — — _ _ _ _ — — _ _ l as -—.. ........... •. JAN. :.T:' ': — `COURTESY BANK PORT. 106 £ 1 �� DESKS TEN NTTUDIC } I 1 I I BT1 I i SP E 114 T RE: 1 CD 1 ' VISION CENTER REF. 1-VC1 P ' .........:....... .......... ......... ................. ....................... : ,...— . a I 15-A5 �---------------------- - 1 26'-8" 1 33'-9" 2 -10 23' 33'-9" 12 11.7 a 10.9 10.2 C10 VESTIBULE PLAN 1 1/16" = 1'-07 141, WOMEN' MEN' STOP.I ' RET RNS CASH I COUNTIN Q D L 1b8 107 14� 1 1 112 113 } 11 0 0 0 �_----�\ 4------------ 1-- — —------►-----------}— � RE: 6-A2 STANDING SEAM METAL ROOF COLOR P-3 NEW EXTERIOR INSULATION SYSTEM PAINT P-1 Vi I ` L: } rr) Li SMOOTH CMU PAINT BAND P-4 PAINT BAND P-3 BOLLARDS WITH MCID BOLLARD COVERS" 0O RE: 1-SP2 FIN. FL. EL. Nf 100'-0" Q I } N I iCO Al, o SPLIT FACE CMU (TYP.) NEW EXTERIOR INSULATION PAINT P-2 SYSTEM PAINT P-1 1 PARTIAL ELEV. 1 /8"=1'-0" LLLLL ............... LLLL-J. ::......:. �.::.....:... ...:�...: LLLLL .......... ...... , LL ■AL' 2 - :1 .. ... El ...........:... n..........:............ ...... ............}.... .. RADIO K ................... s L i } 4 i CART STORAGE Q I 17-- — — I —1 — — —1 1 (A.1 1 A2 5 I ( I ---- / I I I I �-4" I I I 84-11" 6'-8" 65'-4" 3'-4" 15'-4"\- --2'-�--------I--------- 36'T 1" 51'-4" 6' 2 0'-1" 33 9" 28'- " '-10" 8'-10" I I 9.6 9 r,,.5 8 n,5 7 6.5 6 5 4.7 4 r�,-8 3.3 3 r2.9 2.8 NEW CMU A EXPANSION JOINT (TYP.) 10 1,.=11 —011 COLOR SCHEDULE P-1 LT. TAN P-5 YELLOW PL-1 GREY GLACE P-3 BLUE P-6 GREY B-5 GREY P-4 RED P-7 WHITE RE: SPECIFICATIONS FOR ADDITIONAL INFORMATION GENERAL NOTES 1. ALL INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD/ CMU UNLESS NOTED OTHERWISE. 2. EQUIPMENT SHOWN DASHED IN OTHER INCOME AREAS FURNISHED AND INSTALLED BY WAL—MART. 3. PAINT EXISTING AND NEW EXTERIOR INSULATION AND FINISH SYSTEM (E.I.F.S.). Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 SUPERCENMT EXPANSION STORE- 857 SANFORD, FL AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 10TH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: VESTIBULE PLAN 192—NVEST Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER 2000 I Copyright N I I 0 C 7'-9 5/8" cV a RE: MOUNTING SCHEDULE ON A5.1 FOR GRAB BAR INFORMATION L----30 x 48" CLEAR ANDALEVEL FLOOR 48x 66" CLEAR ANDALEVEL FLOOR ELECTRIC HAND DRYER %ENLARGE :::TOILET PLAN 1 / 1 /4„ = V LAY —AWAY ELEVATION I U 1/4" = 1'-0" CLOTHES RACK- STAINLESS STEEL BAR- BEND AS SHOWN TO HOLD HANGERS 3 EQUAL SPACES 3'-0" 2 EQUAL SPACES = 7'-6" 2'-6" to ¢ 1'-8" C° C aV) I N i Ln a T cV I AY —AWAY ELEVATION I1/4" = 1 '-0" M ERCHZU PC ELEVATION 14 1/4" = 1'-0" 7 M ERCHUPC ELEVATION A'-n" ulr_u 46'-10 1/2" ru r r-� a ram: � i r�r-r'• nv NO^•CEILING PAY TELEPHONE (N.I.C.) 3'-6" '-0" 3'-0" rl P-7 F1 F1 0 0 N N I H.C. C� g-1 �--- B-5 6" HIGH PLASTIC BASE — CUSTOMER SERVICE 8c LAY —AWAY ELEVATION 1/4" = 1 '-0" U 0 Ca OPEN TO SALES AREA (BEYOND) P-7 GYPSUM BOARD CONTROL JOINT 31_0" 6'-0" 3'-6" REFER SHEET A6 N C< I -4'-0" HIGH CLEAR CORNER GUARD I o B-1 � CV FR-5 W' HIGH PI ASTIC BASE CUSTOMER SERVICE & LAY —AWAY ELEVATION 1 1 1/4" � B-1 MERCH/UPC ELEV. 1 0 1 /4" = V-0" II CHANGING DISPENSER 7 -� I HANGING DISPENS \ L- -€-J i �? C13 W M E N a ELECTRIC �, �ol- HAND 32 N m o N DRYER `-' f U FRP BEHIND D.F P-2 ALCOVE I ° CLEAR & GENERAL NOTES 1 REMOVE UPROVIDE NEW t�1.RtiI8FI ' I P. NB,RAMJA I' ILE AND F R.P.ATE. FINISHES. REF. 3-A5.1 2. REMOVE EXI! PROVIDE NEW CAR MI (TILE OR AN DC%ND I OWN 3T. ER3. PROVIDE NEW TOILET ACCESSORIES. MIRRORS, HANDRAILS, HAND DRYERS, BABY CHANGING COMPONENTS. 4. REMOVE TOILET PARTITIONS. PROVIDE NEW AS SPECIFIED. 5. PAINT EXIST. ENTRY DOOR AND CEILING. (P.A. NOTE: REPLACE DOOR IF REG BY SCOPE NOTES OR DRAWINGS.) 6. (P.A. CHECK WITH BMG TO SEE IF THEY WILL BE REPLACING ALL FIXTURES.) 37'-2" 3-A5.1 ALL WALLS 30'-10" 9'-7" 3'-0" 3'-0" 30"x48" CLEAR & LEVEL FLOOR SPACE :::•::• :':':'::Fc;:: T.P.D. T.P.D. T.P . ::::::. . S..D. S. LEVEL FLOORag ° ° ° -.':..:........ H.C. SPACE ELECTRI (MEN 0 T.P.D. N °' HAND 131 DRYER \1_0 1 1 16' 9 3 _ `o 5' DIAMETER CHANGING ALL WALLS 3-A5.1 12 30"x48" DISPENSER CLEAR & U N 7 - „TURNAROUND DIAPER -- DIAPER �� DD2 LEVEL FLOOR CDISPEN E� CHANGING ABLE ING SPACE rn — I ENLARGED TOILET PLAN U 5'-0" 1'4" Nm BARS I T.P.D 12 F 33 GRAB BARS T.P.D. �1 N _o 5'-1" m P-7 -- FILE CABINETS BY WAL-MART (N.I.C.) EQUIF = WAL- J P LAS. LAM. o PL-1 a' ......... .............. .. .. :cV LL B-1 M ERC H/UPC ELEV. 8 1 /4" 1 ' CEILING AS SCHEDULED r i 6'-0" M NT BY 4RT (N.I.C.) N TRAINING ELEVATION 1/4" = 1'-O" 1/2" PLYWOOD 3 x 3 x 1/4 x 4'-0" STEEL ANGLE I GYP. BD. (OR WIRE MESH) 4'-0" H. 1/2" _ STL LINTEL I PLYWD. WAINSCOT OPENING REF. STRUCTURES RE: PLAN COUNTERSUNK 4" X 2'-0' H. 1 /2' o8 F.H. SCREWS o PLYWD. SHIM AT WALLS' d� TOOTH IN NEW CMU © 6" O.C. INTO i W/ 2'- 0 H. BASE OPENING IN EXISTING WALL FRAMIN 4°-0" HIGH CLEAR CMU WALL. 2'-0" H. 1/2" PLYWD. a' CORNER GUARDS BASE WHERE NOTED N — 8'-0" N 0" NTS � 6" HIGH 3 x 3 x 1 4 �- - - �`--2X8 WOOD BASE PLASTIC BASE B-5 x 4'-0" STEEL ANGLE WHERE NOTED —� SECTION A ELEVATION % LAY —AWAY OPENING ELEVATION CORNER GUARD DTL. N.T.S. P-7 WALL TYPICAL • 1 111WIn 1 . `• 7`i m ICI ''�� m � '! ,'� 1 •- - ----- :�' ® ® • • • ' i ►:, ►: ' � �� I " I� fir 0 � - DECORATIVE FRP, o 0 FP 2] ACCENT TILE, Pr 1] FIELD TILE, CT-2 ADJUST FIELD TICE HEIGHT TO MAINTAIN 4'-0" OR LESS cn HEIGHT OF FRP 0 5/8" PLYWOOD �, SUBSTRATE IN LIEU OF M.R. GYP. BD AT BOTTOM 2'-0" o OF WALL it7 N ACCENT TILE, CT-1 1" HIGH COVE NOTE: FIXTURES NOT SHOWN FOR CLARITY TOILET ACCENT TILE ELEVATION F T ° TURNAViZO �J cJn T.F.•S.N.D. T.P.D. r� �Q Q� Ci� J JM ¢ Q N r T T LJ_ "' GRAB N BARS GRAB N BARSLO H.. H.C. T.P.D._ i S.N.D. - T. L co 20'-0" ENLARGED TOILET PLAN U 1/4„ = 1'-0" - STEEL BRACING, COL. REF. STRUCTURAL °O 1 /2" PLYWOOD ON N 3 5/8" MTL. STUDS 24" O.C. co 5. �. ' �`� .• •'; : -: is • .� • .' • .Y� .' •: l I :: •: . ' v LI: ELEVATION AT BRACING 2 1/2" _ 1'-0" 4.8 7,-F;„ rn 8'-6" ��� 26--4 1/4.. 10'-4" 19'-5" 10'-0" FACE OF GROCERY > 814. OFFICE AND STOCKROOM PLAN 1 1 /8" = 1'-0" GROCERY SALES FLUSH LEVER ADJACENT TO WIDE SIDE OF STALL OR LAVATORY 6 C R. C R. o � � Zia 6" 3'-0" 3'-0" 6" TYPICAL TOILET AND GRAB BARS 3/4"=1 '-0" ELECTRIC WATER COOLERS 1 TELEPHONELl 0 0 o z I o o FP2 - o 0 o0 d d QZ F.R.P. ;°� HAND DRYER URINAL HANDICAP o URINAL SANITARY NAPKIN DISPOSAL U CO _ o N a 14" ELONGATED LIP _ HANDICAP GRAB BARS SIDEWALL - 42" LONG BACKWALL - 36" LONG (PROVIDE ANCHOR BLOCKING) WATER HANDICAP CLOSET WATER TOILET PAPER CLOSET DISPENSER o8 ® O> U - o MIRROR TILT MIRROR 74" MIN, A.F.F. STD H.C. do0 N N - \ C) I T M CN INSULATE H.W. LINE & DRAIN @ ACCESSIBLE UNITS TO I ET FIXTURE MOUNTING HEIGHTS 1 /4"=1'-0" SIGNAGE SIGNAGE A 8"" MAX. H.C. SIGNAGE TO WITHIN 8" OF JAMB ON STRIKE F.F. SIDE. DOOR SIGNAGE PLACEMENT 1. ACCESSIBLE TOILET AND BATHING FACILITIES SHALL BE IDENTIFIED WITH A SIGN 2. TACTILE SIGNAGE SHALL BE LOCATED ON THE WALL ADJ TO THE DOOR'S LATCH SIDE AND AT A HEIGHT OF 60" A.F.F.. SIGNS MAY BE PLACED ON THE NEAREST ADJACENT WALL WHEN THERE IS NO WALL SPACE ON THE LATCH SIDE. 3. CHARACTER AND SYMBOLS OF SIGNS SHALL BE IN CONTRAST WITH THEIR BACKGROUND AND SHALL BE EGGSHELL, MATTE OR OTHER NONGLARE MATERIALS OR FINISHES 2X8 FURRING NOTCHED INTO STUD WALL CHANGING PAD DISPENSER 4'-2" 2'-3" FINISHED WALL :':': - — — :JCD . ..-..-.. ..- .......... ....-..-..-:::':': .'.'.:'....'.'.'.'..'.':...'.'.' ':.'.'.'.:'.':::.. ... . f \""/ 6" 2'-8 1/2" 6" Ir MIN. 7 1/2" O of N DIAPER DISPENSER �, DIAPER CHANGING TABLE NOTE: 1. SEE TOILET PLANS FOR LOCATION OF CHANGING EQUIPMENT. THIS DRAWING WILL BE OPPOSITE HAND FOR SOME LOCATIONS. 2. CHANGING TABLE SHALL BE INSTALLED LEVEL USING ONLY THE MANUFACTURER'S HARDWARE. 3. 34" CHANGING SURFACE 54" MAXIMUM SIDE REACH/ 48" MAXIMUM FRONT REACH 4. MAINTAIN 6" MIN. CLEARANCE BETWEEN DIAPER FIXTURES AND FINISH FACE OF ADJOINING WALLS AND FIXTURES (TYPICAL) DIAPER DISPENSER MOUNTING HEIGHTS 1/2"=1'-0" GENERAL NOTES 1. ALL INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD/ CMU UNLESS NOTED OTHERWISE. 2. MOISTURE RESISTANT 5/8" GYP, BD. ON 20 GA. METAL STUDS AT WALLS TO RECEIVE CERAMIC TILE- REF. 3-A5.1. 3. STANDARD TOILET COMPARTMENT DOORS SHALL BE 2'-0" WIDE. 4. HANDICAP TOILET COMPARTMENT DOORS SHALL BE 3'-0" WIDE UNLESS NOTED OTHERWISE. COLOR SCHEDULE P-3 BLUE P-7 WHITE B-1 BLUE/GREY P-5 YELLOW PL-1 GREY GLACE B-5 GREY P-6 GREY CT-1 2X2 CERAMIC TILE FP-1 KEMLIK FRP, WHITE STIPPLE GREY CT-2 4 1/4 X 4 1/4 CERAMIC FP-2 MARLITE 4 X 4 SCORRED TILE, GREY FRP, WHITE RE: SPECIFICATIONS FOR ADDITIONAL INFORMATION WALL FINISH LEGEND ------ PLYWOOD WAINSCOT 24" HIGH - - PLYWOOD WAINSCOT 48" HIGH ------- 6" HIGH PLASTIC BASE Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 SANFORD, FL AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 10TH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: ENLARGED PLANS 192—NVEST Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER 2000 A51 Copyright LING AS SCHED, GYP. BID. EA. E OF 6" MTL JDS AT 16" O.C. C3 __J C) \LANT SIDE NF. BARS CONT. GROUT FILLED _LS. OOTH CMU LIT -FACE CMU OOTH CMU VESTIBULE SECTION 3/8"=V-0" cc Dal I RE: MATCH ZOOF ;TRUCT. 1/2" GYP. SIDE 6" M GYP. BD. - CEILING ALUMINUM STOREFROI SPLIT-FAC FIRST COU SMOOTH C CART CURI RE: 21 -SI VESTIBULE SECTION 3/8"=l'-O" 0 39 ENLARGED VESTIBULE PLAN 1/8" = 1 1-0" 1/2" GYP. BD. ON-`- 3 5/8" METAL STUDS SUSP. GYP. BD.--1- 6 CLG. SYSTEM SIM. 1/2" GYP. BID. EA./ SIDE 6" METAL STUDS ALUMINUM - STOREFRONT ni V) _J_J Li EE 00 _J 0 D M 0 V) n Ld < > ry SPLIT -FACE CMU- FIRSTCOURSECOURSE SMOOTH CMU TYP. MATCH EXIST. ROOF SYSTEM COMPRESSIBLE FILLER TYP. AT DECK FLUTES EXIST. STRUCT. OPEN GRID CLG SYSTEM 1 1 -A5.4 14-A5.4 1 -A6 1/2" GYP. BD. EA. Z-' SIDE 6" METAL STUDS C3 co ALUMINUM - r- STOREFRONT C3 C:) .1 VESTIBULE SECTION 3/8"=l'-O" 6-A5.3 C0 �2 C.J. RE: 7-A5 9 -A5.3 =C0 2-HC1 SPLIT -FACE CMU- FIRST COURSE SMOOTH CMU TYP. - CART CURB----� RE: 21 -SP2 MATCH EXISTING ROOF SYSTEM STRUCT. RE: STRUCT. 1-A6 3 5/8" 20 GA. O.C. 1/2" GYP. BD. EA.­�- METAL STUD SIDE 6" METAL STUDS BRACING @ 48 RE: 3-A6.1 SIM. SUSP. ACOUS. CLG. SYSTEM 00, < Df 4-HCI 2-HC1 ALUMINUM - STOREFRONT SPLIT -FACE CMU----, FIRST COURSE SMOOTH CMU TYP. C) MATCH EXISTING ROOF SYSTEM 3 5/8" 20 GA. METAL STUD DIAL. BRACING @ 48" O.C. RE: 3-A6.1 SIM. SUSP. ACOUS. CLG. SYSTEM II < U CD = 4-HC1 STEEL JOTS_ REF. STRUC 1/2" GYP. SIDE 6" ME 1/4" TEMP GLASS TRAI AUTOMATIC SLIDING DO 3-A6.1 SIM. METAL COPING PAINTFP_-__� OL T.O. STUD" -8 ' "F 128 STEEL TUBE - RE: STRUCT. METAL STUDS - RE: STRUCT. MATCH EXISTING CONTROL JOINT )OFING SYSTEM RE: 6-A2 1/2" THICK — E.I.F.S. ON 1/2" GYP. SHEATHING ON 6" MTL. STUDS PAINT FP_-_11 5/811 20 GA. JAL STUD DIAL. )ACING @ EACH JOIST )SP. ACOUS. G. SYSTEM CONTROL JOINT RE: 6-A2 -4- -1 T. 0. M. 107'-6" SPLIT -FACE CMU PAINT[P---21 21 -A5.4 CART CURB RE: 21 -SP2 FIN. FL. FOUNDATION RE: STRUCT. A l-2 T 15-A5.4 SIM. WATERPROOFING MEMBRANE II ,,--1/2" PLYWOOD SHEATHING AND VAPOR BARRIER ON 6" MTL. STUDS MATCH EXIST. ROOF SYSTEM I II LII II i II II COLUMN, JOISTS RE: STRUCT. I II II 1/2" GYP. BD. ON 6" METAL STUDS PAINT FP _-7I II II I II II II II -STEEL TUBE BEYOND RE: STRUCT. 6" HORIZ. STUD 7-A5.4 I I BRACING (9 48" O.C. SEALANT AND BACKER ROD —SPLIT-FACE CMU PAINT F_-61 /-FIRST COURSE TYPICAL SMOO PAINT TH CMU VESTIBULE SECTION VESTIBULE SECTION VESTIBULE SECTION SECTION Q) KIOSK 3/81'=l'-0" 3/8"=l'-0" 3/8"= V-0" 3/8"=1'-O" ...................... ........... ....... . .. .... . ...... Fn .............................. —LLLLLLLLLLLLLL 7 ------ I - ................... V ............ -LLLLLLLLLLLLLLL ..... ........ ............... . ............... .......... . .............. . .......... .............. . _LLLLLLLLLLLLLLL I ............. RE: 8-A5 -LLLLLLLLLLLLLLL: 1 II CD _LLLLLLLLLLLLb_-_ML5 ... ....... ............. SMO H LLLLLLLLL LLL . ...... . . .. ................ ...................... -LLLLLLLLLLLL ....... LLL (1 OOK): 8" Mu- LLLLLLLLLLLLL . ........ . . .............. . LLL�J+,_�_sLLLLLL ....... : ....... ........ . III . ....... ....................... ')7H 8-811 RADIO GRILL 0C _LL E�T L RE: 1 -SBl ?_ ...... . . ....... -LLLL LL ......... ...... ............. ...... ..... -L.LLL ELL_ ............ 1 1 1,411 1 1 1 _P0 ...... ...... ...... ...... ............. :: r .... . ...... . ... ..... . ...... . .... ICI /: :. . : :. . 00 to �8 r ..... .. . ...... . . ...... . . ...... . to.... .... .... .... .... .... ..... .... .... ...... ...... . .... (A7 ...... ...... .... .... . ............ . ....... . ...... T so E ECT. #2 .... .... : : .... .... .... .... .... .... ...... U ...... : I ............ . 7-1 5.2 . ...... . ...... . RE: 8-A5 F5] . ............ . 9-A,5_2 J ... .... .... .... ............. . ...................... ........... .......... ..................... . ..................... . ..................... . . .......... .............................. . .......... T - K 2 ........... . ....... ............... =-TE XT-L LE?-E 1) for_ N 6 1 4" 6 L rA 61 CONCRE 1 '-2 3/4" 11 I Tmpir 1 11 1.11 I'll I—- I t 7�_TRENCH DRAIN �A 31 CART STORAGE it In RE: PLUMBING < I CART CURB K) 5 11" F120 P­ 00 RE: 21-SP2 1 -A5.3 FLARE OUT CURB 158'41 II _9 - A5 21 6`JJ ULKHEY D .... . ... ...... MOTORIZED CARTS BOVE 4'- 10- BY WAL-MART E: 19-A5.11:11 ..... ... : ............ wt .- n T S H_ V, MU �IL E rAr� ILA L L L J N <L/\ REN N RE ol 0 CART RE . 2 FLARE 711 C.J. RE: 7-A5 - ' Lot I . . . ........ F3 3L-, 3 E. ... ............ ...... ....... FE i! ..... FT ....... ....... - A.; C.J. ..... ........ . ....... : . ....... . ........... ...... ..... .. ......... r2 RE: 8-A5 3-A5.3 2LH XH An P 1­1\ I -.;t - I OTHER INCOME SCHEDULE &Ek tV1.1,7 I-- LVF_ INCR I 8-A5.3 - C) 1 C14 MK EQUIPMENT TYPE FURNISHED BY INSTALLED BY RE; 18 A5.4 L.P. P1r, &I LOSE__ (118A 11 8B), PUBLIC TELEPHONE WAL-MART WAL-MART _JA A. 1 F21 H.C. TELEPHONE WAL-MART WAL-MART 1117 t- _L "`� A SODA MACHINE WAL-MART WAL-MART \XA5.4 71 N r R4 VIDEO GAME -A5.4 RE: 21 -SP2 DOWNSPOUT KIDS' RIDE WAL-MART WAL-MART P. P. RE: 28-SP2 PHOTO DROP WAL-MART WAL-MART UJ < 4'-0- 07 WATER DISPENSER WAL-MART WAL-MART 1 C1`1 1 47'-4" U) 1 4. 331-9s, 281-411 20'-10" -lost 1 F81 ICE COOLER WAL-MART WAL-MART 6'-011 24'-1" W-0. 51'-4 6'-8" GENERAL NOTES 4.7 208 1. ALL INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD/ CMU UNLESS NOTED OTHERWISE. ENLARGED VESTIBULE PLAN 2. EQUIPMENT SHOWN DASHED IN OTHER INCOME AREAS FURNISHED AND INSTALLED BY WAL-MART. Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 I 91 IT, V I Ar AP SANFORD, FL AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 1 OTH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: VESTIBULE PLANS 8c SECTIONS 192—NVEST Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER 2000 A 5.2 Copyright (D A.3 A A.3 4A15-A5.4 O.H. 10. r� r,1.9METAL COPING PAINTP-4LriISri METAL COPING PAINT P-4 1-A5.4 O.H. E.I.F.S. P-1 STANDING SEAM METAL ROOF COLOR P-3 12 6 PROVIDE 2'x4' REMOVEABLE PANEL IN SOFFIT THE OTHER INCOME SPACES 20-A5.4 O.H. E.I.F.S. BAND METAL SOFFIT P-3 PANEL d- GYP. BD. PAINT P-6 A5.4 — SMOOTH CMU PAINT P-6 i n ,---TEXTURED CONCRETE SPLIT —FACE CMU PAINT P-2 11 OTHER INCOME ELEVATION 3/16"=1 '-0" E.I.F. TRAI` WALI E.I.F.' GYP. PAI NT PAINT P-2 7 VESTIBULE ELEVATION METAL COPING PAINT P-4 STANDING SEAM METAL ROOF COLOR P-3 20 E.I.F.S. BAND P-3 d- i Y A.3 I 1—A5..4 PAINT P-6 CMU ADJ. TO H.M. FRAME PAINT P-6 VESTIBULE ELEVATION U 3/16"=1'-0" STANDING S METAL ROOF COLOR P_-3 EXPO PAINT E.I.F.' SPI CMU PAINT P-2 FIST CRS. TYP.v FIRST CRS. TYP.v PAINT FP_-_61 CMU PAINT P-2 PAINT © PAINT P-6 n VESTIBULE ELEVATION `J 3/16"=1'-0" FIRST CRS. TYP. PAINT P-6 6 VESTIBULE ELEVATION V3. 4.7 METAL COPING �, TRA WAI E.I.F E 6» I � C rr� mvv i i my FIRST CRS. TYP. PAINT P-6 VESTIBULE ELEVATION 4.7 I T.O.SMOC __0�F�A�CE CM 120, 0» I O.H. all 14 ,;. r . p WIN---------------------- ------------------- s 1 V W I� ■_ N- I Naomi 66Ni�6� E. e U 3/16"=1'-0" METAL EDGE TRIM PAINT P-4 SPLITFACE CMU PAINT P-1 STANDING SEAM _ METAL ROOF COLOR P-3 In -E.I.F.S. P-1 co I 22—A5.4 O.H. 3.8 I SPLIT —FACE PAINT P-2 CMU'' ILA]UNLU— CONCRETE SPLIT —FACE CMU SMOOTH CMU SPLIT —FACE CMU p.H. RE: 13—A5 FOR---'" MASONRY BANDS ❑ _-- SPLIT —FACE CMU PAINT � —SPLIT—FACE CMU W SMOOTH CMU SPLIT —FACE CMU—' CARI CUKt3---' W SMOOTH CMU RE: 21—SP2 PAINT P-2 PAINT FEE-651 W/ SMOOTH CMU FIRST CRS. TYP. F RST CRS. TYP. FIRST CRS. TYP. PAINT P-6 PAINT P-6 PAINT P-6 OTHERINCOME ELEVATION VESTIBULE ELEVATION VESTIBULE ELEVATION VESTIBULE ELEVATION 4 3 16"=1'-0" / » 3/16 =1 -0 3/16"=1'-0" 3/16"=1'-0" Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 SANFORD, FL AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 1OTH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: VESTIBULE ELEVATIONS 192—NVEST Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER 2000 Copyright O 21 ULIAIL 3/4"=1'-0" 16-A5.4 T.O. S. RE: STRUCT, METAL STUDS RE: STRUCT. BATT INSUL. 1 1/2" E.I.F.S. ON 1/2" GYP. SHEATHING 3"X3" LT. GAUGE ANGLE-CONT. 110'-0" /4" DRIP FACE OF CMU BEYOND -WHERE APPLICABLE 8" 1 1/2" E.I.F.S. 5/8" ON 1/2" GYM SHEATHING 2'-8„ 22 DETA.I 3/4"=1 '-0" wZ z �z Qw �w w 0 CAULK EACH SIDE 00 o� z �ry BUILT-UP LIGHT GAUGE METAL COLUMN (4) 6"x18 GA. MTL STUDS (1) ,,& 3 5 8"x18 GA. �- METAL STUD .040 ALUM. BREAK METAL CLADDING MATCH ALUM. STOREFRONT 1 /2" GYP. BD. CART STORAGE SIDE 97 JAMB DETAIL Z- \.J 3"=1'-0" STANDING SEAM MET. ROOF ON 30# FELT 5/8" PLYWOOD DECKING R19 BATT INSULATION W/VAPOR BARRIER LIGHT GAUGE METAL TRUSSES REF. STRUCT. CEILING AS SCHEDULED METAL STUDS RE: STRUCTURAL 1/2" GYP. BD. BATT INSUL. 3-A5.4 SEALANT ® EA. SIDE SHIM AS REQUIRED ALUM. STOREFRONT SOLID CMU 7 1/8 CAP BELOW " ALUMINUM STOREFRONT W/ GLASS TYP. WOOD SHIMS TYPICAL 20 GA. BREAK METAL AT SPLAY SIDES fj COL 8 TO FRONT EDGE OF TRUSS 16-A5.4 T. 0. S. RE: STRU.>T. C>- METAL STUDS RE: STRUCT. STEEL BEAM RE: STRUCT. G 1 1 /2" E.I.F.S. ON 1/2" GYP. SHEATHING 31 11 BATT INSUL. 3 5/8" STUD BRACKET AT EACH TRUSS 3" X 3" LIGHT GAUGE ANGLE- CONTINUOUS SS H. 110,-O" 3/4" DRIP 2" 1 1 4 FACE OF CMU WALL BEYOND*"-4„ r)n DETAIL v 1 1 /2" = 1'-0" 3-A5.4 SIN. 10 3/8" STANDING SEAM WATERPROOF MEMBRANE METAL ROOF FLASHING P-3 CONTINUOUS /2" PLYWOOD CLEAT ANCHOR DECKING AT 12" O.C. ---30# FELT �--R19 BATT INSUALTION - W/ VAPOR BARRIER LIGHT GUAGE METAL `i TRUSSES RE: STRUCT, TREATED 2X WOOD NAILERS ANCHOR TO TRACK AT 16" Q.C. 1 1/2" EXTERIOR INSULATION AND FINISH SYSTEM ON 1/2" GYPSUM SHEATHING \ `-METAL SOFFIT PANELS DETAIL 1 5 1 1/2" = 1'-0" METAL STUDS STANDING SEAM RIB COVER ,_•-1/2" GYP. BD. CONTINUOUS METAL CLEAT. ANCHOR WITH RINGSHANK ROOFING NAILS METAL EDGE TRIM/DRIP PAINT TO MATCH METAL ROOF N 2X TREATED WOOD GALV. METAL GUTTER-. BLOCKING, ANCHOR PAINT TO MATCH �- TO METAL FRAMING EIFS METAL GUTTER O BRACKET AT 4'-0" O.C. ANCHOR WITH ALUM. STOREFRONT 2- FLAT HEAD COUNTERSUNK SCREWS 1�DETAL ff 3 = 1 -0 1 1/2" EIFS ON 1/2" GYPSUM SHEATHING OVER 6" METAL STUDS SEALANT ON BACKER ROD N \ 107'-6' —00 METAL FLASHING PAINT TO MATCH CMU 6" BATT INSULATION 1 DETAIL 3 9 -A5.4 TRANSLUCENT WALL SYSTEM ; T.O.S. RE: STRUCT. �ri \ I 0 GYPSUM BOARD PAINT P-6 18 D ETAI L 1 1 /2"=1'-0" 6" X 20 GA. STEEL G C JOIST @ 16" O.C. O 6" X 18 GA. METAL RUNNER ATTACH TO WALL WITH 1/2" EXPANSION ANCHORS AT _ 4° NN 4ETAL COPING METAL COPING 'AINT P-4 PAINT P-4 WATERPROOF MEMBRANE /2" PLYWOOD SHEATHING FLASHING FIBER CANT -----_ CONT. CLEAT ANCHOR AT 12" O.C. _ TREATED 2X WOOD NAILERS ANCHOR TO TRACK AT 16" O.C. I--- "ASTENERS WITH 6" METAL STUD --- JEOPRENE WASHERS FASTENERS WITH 1T 16 O.C, NEOPRENE WASHERS VATERPROOF MEMBRANE AT 16" O.C. 4ETAL STUDS 1/2" PLYWOOD SHEATHING ;E: STRUCT ON VAPOR BARRIER /2" PLYWOOD SHEATHING WATERPROOF MEMBRANE - )N VAPOR BARRIER 30#, FELT /rr STANDING SEAM METAL ROOF EXTEND MEMBRANE WATERPROOFING 8" UNDER FELT. 5/8" PLYWOOD DECKING COOTINUOUS 2 X 6 WOOD BLOCKING. CUT TO 4 1/2" LIGHT GAUGE TRUSS ASSEMBLY WATERPROOFING MEMBRANE BEHIND GUTTER 116'-0" B.O.BRACE E.I.F.S. ON 1/2" GYP. SHEATHING D ETA L D 1 1/2" = 1'-0" E.I.F.S. ON 1/2" GYP. SHEATHING ---�_ SEALANT METAL COUNTER - FLASHING MATCH METAL ROOF RAKEWALL TRIM STANDING SEAM METAL ROOFING 30# FELT ----, 5/8" PL OD DECKING LIGHT G UG TRUSSE 6" METAL STUDS INSULATION TBATT D ETAI L AL STUDS 7 1 1 /2" = 1'-0" O.C. BRACE UCT. ABOVE I / Z V Tr. UU. EA. SIDE — 6' MTL. STUDS 6" x18 GA. MTL. I� STUD & TRACK BUILT-UP CEILING BOX BEAM ---'AS SCHED. V-2" WOOD SHIM 31, 8 110'-0" ALUMINUM STOREFRONT W/ GLASS TYP. L, w o o = o� SEALANT EACH SIDE RECEPTOR CHANNEL 1 1/8" w 6 1 / 4" DEFLECTION SPACE J H EAD FXZPf 3 =1 -0„ 7 1/8" _ .040 ALUM REA ' 0 1 0 r- zEXTERIOR = 0 1" 1 1/2" 61, D ETA LIGHT GAUGE METAL CLADDING -METAL TRUSS MATCH ALUM. HEAD ASSEMBLY STOREFRONT �j = 1'-O" 00 ', `' 3" :( METAL SOFFIT SEALANT " PANEL EACH SIDE WOOD SHIMS ALUMINUM STOREFRONT EDGE TRIM W/ GLASS TYP.W z 6" BATT 0 1/2" GYP. B . ON 6"x6" INSULATION o BUILT-UP LI HT GAUGE COL. ANGLE z_ o (2) 18 GA. TRACKS AND (2) 18 GA. JETAL STUDS TUBE STEEL SOLID CMU 1/2" GYPSUM CAP BELOW 6 1/4" BOARD CART STORAGE FOOD SERVICE SIDE TENANT SIDE - 6 METAL STUDS J A M B @ 16" O.C. 1 2 3"=1'-0" c� z SOLID CMU = z CAP BELOW I w METAL TRACK ALUMINUM z N 6 STOREFRONT Q w w -BUILT-UP W/ GLASS TYP. U- Qo v LIGHT GAUGE SEALANT BOTH BOX BEAM SIDES & SEALANT o CD CORNER BEAD BETWEEN CMU AND GYP. BD. � � JAMB CASING BEAD BELOW if 9 'ALUMINUM 3" = 1'-0" STOREFRONT WOOD SHIMS DOUBLE STUDS COLUMN TYP. AT JAMB BEYOND CMU WALL SEALANT REGLET PITCH BREAK TRIM SEALANT AT 'Z' TRIM - CONTINUOUS TAPE SEALANT 'Z' CLOSURE TRIM STANDING SEAM METAL ROOF X 30# FELT 5/8" PLYWOOD DECKING BENT PLATE RE: STRU LIGHT GAUGE TRI�'SSES RE: STRUCT. D ETAI L 1 1/2" = 1'-O" SEAL, STEP FLASI REGLI RAKE STAN! META 30# I 5/8„ DECK] BENT RE: E DETAIL 1 1/2"=1'-O" A) I METAL DE 1'-6„ BATT N UL ION �3 /8" MTL. S U GYP BD. 7/8" FURRING STRIPS 6" METAL STUDS 8„ REFER STRUCT. GYP BD. TREATED WOOD BLOCKING JOIST GIRDER SEALANT JOIST SEAT- 1 1/2" E.I.F.S. ON 1/2" TOP CHORD EXTENSION GYPSUM (SHEATHING TRANSLUCENT WALL SYSTEM EI FhS. ON 172, GYP. SHEA�,HING ON 6 MTL. - COL STUDS 16 O.C. GATT INSULATION ----- 6" METAL STUDS N SEALANT ON -� REFER STRUCT . 4 BACKER ROD 3 5/8" METL STUDS 0 1/2" GYPSUM '- BOARD .'TREATED. WOOD HEAD BLOCKING - "=1'-0" 3 - SEALANT ------1 1/2" E.I.F.S. ON 1/2" GYPSUM SHEATHING -- ---TRANSLUCENT CD WALL SYSTEM w z CONT. 2x WOOD BLOCKING RECEPTOR CHANNEL 1 1/8" DEFLECTION SPACE EXTERIOR 4LUMINUM STOREFRONT All GLASS TYP. RECAST :ONCRETE SILL ELOW LUMINUM TOREFRONT I/ GLASS TYP. EALANT AT ACH SIDE /4" SHIM 1/2" GYP. B COL 1'-2 6" METAL STUD 1 1/2" E.I. .S. _--- ON 1/2" CART STORAGE FOOD SERVICE GYP. SHEATHING 8" SPLIT FACE SIDE TENANT SIDE ? --TRANSLUCENT EXTERIOR SIDE INTERIOR SIDE JAM M B a WALL SYSTEM J A M B 1 - 0 SEALANT /j 3 "- -1 -0 113'-6" 0 _ D 6 ALUM BREAK MTL SILL FLASHING 3 =1 -0, _ Of MEMBRANE 1/2" GYPSUM BD. ON 3 5/8" X 20 GA. GYP. BD. METAL STUDS @ 16 O.C. 6"x 14 GA. METAL RUNNER O O-0 O ATTACH TO WALL WITH EXPANSION 2'-6" X 20 GA. METAL ANCHORS' o STUD HEADERS 110'-0" 6" X 20 GA. METAL RUNNER CHANNEL TOP AND BOTTOM OF 6" METAL STUDS 1/2" GYPSUM BOARD 108'-0" @ CART STORAGE (-)SECTION I 1 / 1 1 /2"=1'-0" ALUMINUM WATERPROOFING STOREFRONT `- ALUMINUM W/ GLASS TYP. '- 111' 1" 1/2" GYP BOARD STOREFRONT W/ GLASS TYP. 1 /4" SHI SEALANT AT SEALANT AT---, C14 EACH SIDE EACH SIDE + 103 -4 102'-4" REATED WOOD = 1/4" SHIM `' L G a a: SOLID 4° CM � � DO•° � CAP BLOCK `�- 3 5/8 ME-TL n d .' `- STUDS N a a PRECAST REFER STRUCT. CONCRETE SILL 1/2" PLYWD 8" SPLITFAC SHEATHING 8" SPLIT FACE CMU BATT INSULATION CMU HALF BLOCK 6" METAL STUDS BELOW SILL VESTIBULE & FOOD SERVICE REFER STRUCT. CART STORAGE TENANT SIDE EXTERIOR SIDE INTERIOR SIDE SIDE 1 1/2" E.I.F.S. SILL (INTERIOR) SILL ON 1/2NPLYWD SILT.._ (EXTERIOR) 14 10 SHEATHI5 3"-1'-0„ 3„ - 1'-0" 3"=1'-011 ; I(qW6C> Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 ; Dallas, Texas 75202 Telephone 214/749-0626 SANFORD, FL AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 10TH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: VESTIBULE DETAILS 192—NVEST Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER 2000 ; A5n4 y�. Copyright 6' f. ROOFING ON ROOFING ON 1 -10 3/8' TYP. PLASTIC BASE INSULATION--,, INSULATION--,, CERAMIC TILE BELOW 3/8" TYP. 1/2" GYP. BD. CERAMIC TILE 1/2" GYP. BD. I I I) 1/2" PLYWOOD METAL DECK- METAL DECK I( 1/2" PLYWOOD REF. STRUC I I REF. STRUC I II a LINE OF BULK- // �l 00 °a HEAD ABOVE N Q \ I 3 5/8" x 20 GA. _ 5 8 x 20 GA. / - m z �_ " 5 1 2 STEEL JOIST / I r14 " "3 X 18 GA STUD ANCHOR TO BAR STEEL JOIST (I II METAL STUD METAL STUD �� �� BEYOND I I JOIST, DO NOT ATTACH TO FLOOR �� BEYOND II -�m �� I I TO DECK STUDS �� ' I 20 GA STUD TRACK W/#12 TEK SCREWS (2) ROWS @24" 1'-10 3/8" TYP. V-10 3/8" TYP. a 1 1 COLUMN SECTION 1'-0" 8" I . I: o RE: 8—A5.6 FOR NOTES & FINISHES I: I, LINE OF CERAMIC TILE I BELOW & ABOVE COLUMN SECTION L— L-LLLL LL-LLL LLLLL- 1 OA-A5.5 0. . L-- L- L- L- L- L� b.Ficr Lc�` N I LLLL_L II �L-LL-L II LLLLL IV-LB�_L II 94_LN_HE6_DL- I1 I I ! ! CE� 114'-0" ®R FIB 100'-0" "-- RAMIC TILE CERAMIC TiLF /2" GYP. BD. 1/2" GYP. B /2" PLYWOOD 1/2" PLYWO( LINE OF BUL HEAD ABOVE '8" x 20 GA. 3 5/8" x 2C METAL STUD METAL STUD CERAMIC TILE CERAMIC TILE 1/2" GYP. BD. 1/2" GYP. BI 1/2" PLYWOOD 1/2" PLYWOC LINE OF BULKHEAD i/8" x 20 GA. 3 5/8" x 20 - METAL STUD METAL STUD - C V-10 3/8" TYP. V-10 3/8" TYP. in COLUMN SECTION J r) J zJw w o 1/2" GYP. BD.-- 1/2" PLYWOOD` 3 5/8" x 20 GA. METAL STUD 1/2" PLYWOOD WITH 1 1/2" PLASTIC LAMINATE SEALED RED OAK CAP; ANCHOR WITH COUNTERSUNK 00 SCREWS WITH PLUG HOLES 6" METAL STUD PROVIDE 1/2" CHAMBER AT CORNERS AS INDICATED SEALANT 1/2" GYP. BD. 1'-10 3/8" 01 1/2" GYP. BD. --- 1 /2" PLYWOOD-,, 3 5/8" x 20 GA. METAL STUD 1'-10 3/8" B 1/2" GYP. BD. --- 1 /2" PLYWOOD 3 5/8" x 20 GA. METAL STUD PLASTIC BASE BELOW CERAMIC TILE N ci 1 /x „TRIM BOARD WITH U ATTACH TO BOTTOM �' 1 4 REVEAL CHORD W/ #12 TEK SCREWS CROWN MOLDING CONT. 3 5/8" x 20 GA. RE: SPECS. (B TRIM) METAL STUD @ MID POINT ON BRACING - PROVIDE 'X'-BRACING 1 x TRIM BOARD WITH AT ONE END 1/4" REVEAL NESTED 4" X 18 GA. STUD & TRACK- SECURE EACH END TO BAR JOIST WITH TEK SCREWS- ATTACH EACH STUD OF BULKHEAD CERAMIC TILE U CROWN MOLDING SECTION TO NESTED STUD & TRACK 3= 1-0" " ' 1 6" x 20 GA. METAL STUDS AT 24" O.C. m A F FF. CROWN MOLDING P-25 cc CROWN MOLDING 8,1 Q,1 1-A5.5 A RE: 6-A5.5 RE: 6-A5.5 P-25 1/2" GYP BD PRINTED P-24 CERAMIC TILE M® I'-10 3/8" A TYP. COLUMN SECTION 8,10,1 1-A5.5 NOTE: ALL CERAMIC TILE TO BE SURFACED APPLIED TO PILASTER. ALL EDGE TILE SHALL HAVE BULLNOSE EDGE. 8,10,1 1-A5.5 CAULK JOINT BETWEEN BASE & CERAMIC TILE. JOINT THICKNESS TO MATCH TILE JOINT THICKNESS, Q PLASTIC LAMINATE _ OF PILASTER & DIAMOND U WALL END CAP DETAIL ENLARGED FLOOR FINISH PLAN 1 1/2" = 1'-O" 1/4" = 1'-0" 4.7 VCT-1 VCT-1 2411 VCT-8 0 0 CN C C VCT-8 C: VCT-6 D: VCT-7 ti' 0 WALL SECTION �l 1/2" = 1'-01' C 5-A5.5 TYP. CERAMIC TILE; COURSES CT-8 3 5/8" 20 GA. METAL STUD DIAG. BRACING @ EA. JOIST BEYOND CERAMIC TILE; 26 COURSES; CT- 2x4 HARDWOOD TRIM TO MATCH TRIM USED AT WALL OPENINGS. P-25 1 /2" GYP. BD. RE: PLANS FOR RATED LOCATIONS USE 5/8" FIRE RATED GYP. BD. AT RATED GYP. BD.; PAINT WALL LOCATIONS, RATED WALL TO COMPLY WITH UL DESIGN #U465 P-24 CERAMIC TILE; 2 COURSES; 1/2" GYP. BD. W/ PLASTIC LAMINATE CT-7 PL-7 CERAMIC TILE; 6 COURSES 1/2" PLYWOOD W/ PLASTIC _ CT-8 LAMINATE PL-6 COLUMN BEYOND B- 6 I -- U WALL SECTION 1/2" = 1'-0" CHANNEL CAPTURE TRACK 6" X 6" LEG X 16 GA. ATTACH TO BOTTOM ATTACH W/ #12 TEK SCREW CHORD W/ #12 TEK 1 L (2) ROWS AT 24 O.C. SCREWS TO METAL ROOF DECK RE: 1-A6 CONT. 3 5/8" x 20 GA. METAL STUD @ MID POINT ON BRACING - PROVIDE 'X'-BRACING AT ONE END — --� LIGHT FIXTURE RE: ELECT. 5" x 20 GA. METAL STUDS AT 24" O.0 A. F. CROWN MOLDING P-25 RE: 6-A5.5 1/2" GYP. BD. PAINTED P-24 3 5/8" 20 GA. METAL STUD DIAG. BRACING @ EA. JOIST 2x4 HARDWOOD TRIM TO MATCH TRIM USED AT WALL OPENINGS. Io 2-4 CID 1/2" PLYWOOD PL-6 coPL-7 PL-6 1 /2" GYP. BD. co Q- i TO METAL DECK NESTED 4" X 18 GA. STUD & TRACK- SECURE EACH END TO BAR JOIST WITH TEK SCREWS- ATTACH EACH STUD OF BULKHEAD TO NESTED STUD & TRACK LIGHT FIXTURE RE: ELECT. 14'-0-0" OL - A.F.F. 7 CV 2x4 TRIM 9._0" A.F.F. 7 WALL END CAP BEYOND RE: 9-A5.5 AT COURTESY DESK OPENING 2x4 TRIM 9' -. 00"_� A.F.F. 7 AT TYPICAL OPENING U WALL SECTION 1/2" = 1'-0" 10.2 10.9 GYP. BD BULKHEAD P-24 al �r tn / ? r� U P-2 Q M ) ¢ / I Q U 1 rn Lq GYP. BD BULKHEAD 2x4 TRIM (TYP. U P-24 Q P-2 I U UU GYP. BD WALL ¢ _ P 2 n:�� I GYP. BD BULKHEAD _ PL- PL- GYP. BD WALL PORT_ STUDIO P-2 P-2 TENANT SPACE PL-7 B-6 PL-6 BANK COURTESY DESK PL-6 PL-7 B-6 TOILETS CT-8 E.W.C. S B-6 Tn a'_n" nF FREF. SHT. A5.1 VISION CENTER VESTIBULE INTERIOR ELEVATION I/.-----------------------------------------------------.---------------------------------------- � 4.7 ENLARGED VESTIBULE TILE Z PILASTER PLAN 1/811 _ L L . _LI_ L:LL LL:LL ..... _LLL-L_L II 12-A5.5 - L__._ L- L L_ L I I O.H. -LLLLL II I I UG I I L - I I _LL I _LLLLL- �II LBLLU K EAD II .r11 LE 9LUL II COLOR SCHEDULE LIGHT TAN B- 1] BLUE/GREY PFL-76 FP-7 MEDIUM BROWN B-4 BLACK — VINYL LL 88 GREEN B-5 GREY U GREEN B-6 BLACK — PLASTIC BASE U LIGHT TAN P-3 BLUE G3 WHITE U LIGHT TAN VCT-1 WHITE ® MEDIUM BROWN VCT-6 PLUM — C VCT-7 GRAY — D VCT-S GREEN RE: SPECIFICATIONS FOR ADDITIONAL INFORMATION KEYNOTES 9.50 CENTER DIAMOND ON COLUMN CENTER 9.51 CENTER DIAMOND BETWEEN COLUMN DIAMONDS 9.52 START FULL GREEN TILE AT FULL WHITE TILE. USE DIMENSIONS GIVEN AS APPROX. LOCATION TO START FULL GREEN TILES. GENERAL NOTES 1. ALL INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD/ CMU UNLESS NOTED OTHERWISE. 2. EQUIPMENT SHOWN DASHED IN OTHER INCOME AREAS FURNISHED AND INSTALLED BY WAL—MART. Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Doltos, Texas 75202 Telephone 214/749-0626 ►1_�!IJ�i ►�1�1;i IMP SANFORD, FL AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 10TH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: VESTIBULE MISC. 192-NVEST Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER 2000 Copyright OPPOSITE SIDE REFERENCE SIDE OPPOSITE SIDE REFERENCE SIDE OPPOSITE SIDE REFERENCE SIDE OPPOSITE SIDE REFERENCE SIDE OPPOSITE SIDE REFERENCE SIDE OPPOSITE SIDE REFERENCE SIDE ALTERNATING DIAGONAL If WHERE NO CLG. CEILING JOIST \ 3 5/8" METAL STUD IS SCHEDULED — — BRACING @ 48' O.C. rr I I WIRE MESH CONTINUE MATERIAL TO ROOF DECK FROM TOP OF STU rr AS SCHED. TO ROOF DECK TO ROOF DECK FIRE BLOCKING I FIRE BLOCKING ( FIRE BL CKING I i \ ( I RUCT. ABOVE CEILING AS �\ Tr rr CEILING AS I I SCHEDULED 4X SCHEDULED CEILING AS I I CEILING AS GYP. BD. EACH SIDE I r METAL STUDS I I • CONT. 2x WOOD SCHEDULED I I (SCHEDULED TO ROOF DECK 20 GA. CLIP ANGLE I I TO ROOF DECK BLOCKING REF. NOTE 17 TYP. @ EA. BRACE I ( FOR VERT. SPACING GYP. BD. EACH SIDE 1/2 PLYWOOD METAL STUDS GYP. BD. EACH SIDE 1/2" PLYWOOD I I SUBSTRATE I TO ROOF DECK CONT. RUNNER I METAL STUDS I I SUBSTRATE I I GYP. BD. : (; EGG METAL STUDS METAL STUDS I: ----1/2" GYPSUM BOARD 0 CEILING AS 3 5/8" 20 GA. MTL. STUDS ` ( SCHEDULED — 16" O.C. TO ROOF DECK 1/2" GYP. BD. EA. SIDE (' I ( 4'—20 GA. STUD AT 0 0 C. ANCHOR TO CEILING JOIST _ — 00 C 6" MTL STUDS AT 16" GYP. BD. EACH SIDE CEILING JOIST STUDS AND OPPOSITE WALL ( I I WHERE D CLG. CEILING AS SEALANT ( IS SCHEDULED METAL STUDS — — — — FIRE BL CKING — 7SCHEDU T.O.M.SIDE CONTINUE MATERIAL TO ROOF DECK BOND BEAM— — ! T..'R 4'-0" A.F.F.I FIRE BLOCKING REF. STRUCTURALNF. BARS CONT.CEILING ASFIRE BLOCKING _00 -GROUT FILLED PARTITION 0 N B RAC I N C GYP. BD. EACH SIDE "'• :*. CELLS. 2 SCHEDULED a a • CEILING AS SCHEDULED ( CONT. 2x WOOD BLOCKING REF. NOTE 17 TO ROOF DECK SMOOTH —FACE CMU CEILING AS N.T.S. 1,� .D,P —METAL ROOF DECK FOR VERT. SPACING GYP BD ON 2CMU WALL RE TRACK16 GA. ATTACH GYP. BD. CLOSURE REW 1"L WHERE EXPOSED TO �" O.C. I I VIEW. ANCHOR GYP. DECK BD. TO CAPTURE TRACK JOIST TINUOUSREF. STRUCT. GYPSUM BOARD ATTACH AT TOP ONLY. :HED. J—MOLD EDGE /OOD SALES AREASTOCKROOM/ SIDE OFFICE SIDE WALL PARALLEL TO DECK SPAN DEMISING WALL 1REF. PERPENDICULAR CONDITION FOR ADDITIONAL NOTES & DIMENSIONS FIRE STOPPING CK "' EXPANDING FOAM RE TRACK NSEALANT—SEAL AIR TIGHT 16 GA. ATTACHBREAK METAL :REW 1"L "L" CLOSURE W/ 1-" O.C. FIRE STOPPING SEALANT— DECKATTACH W/ #12 TEK DSUM BOARD SCREWS 7/8" LONG AT -ACH AT 24 O.C. TO METAL ROOF DECK & CAPTURE ONLY.TRACK v10LD EDGE CONT. 2% 20 GA. METAL STRIP FOR ALIGNMENT OF STUDS METAL STUDS REF. PERPENDICULAR CONDITION FOR ADDITIONAL NOTES & DIMENSIONS WALL PARALLEL TO DECK SPAN FIRE —RATED CONDITION 2" EA.TYP. ROOF SYSTEM ON 3" EA. TYP. @ INSULATION ON WALL BETWEENMETAL ROOF DECK SALES & STOCKROOM M3, METAL ROOF DECK `"' FIRE STOPPING AT ALL VOIDS AT ROOF DECK CHANNEL CAPTURE TRACK 6" X 4" LEG X 16 GA. ATTACH W/ #10 TEK SCREW 1"L(2) ROWS AT 24" O.C. SUM BOARDTO METAL ROOF DECK "ACH AT CONT. 2"x 20 GA. METAL ONLY. STRIP FOR ALIGNMENT vIOLD EDGE OF STUDS 5/8" TYPE 'X' GYP. BD. EACH SIDE OF 6" MTL.STUDS AT 16" O.C. WALL PERPENDICULAR TO DECK SPAN FIRE —RATED CONDITION 2" EA. TYP. ROOF SYSTEM ON 3" EA. TYP. @ INSULATION ON WALL BETWEEN METAL ROOF DECK SALES & STOCKROOM N FIRE STOPPING AT ALL �,VOIDS AT ROOF DECK CHANNEL CAPTURE TRACK; ATTACH W/ #12 TEK SCREWS 7/8" LONG (2 ROWS @ 24" O.C. L0) METAL ROOF DECK CONT. 2% 20 GA. METAL STRIP FOR ALIGNMENT OF STUDS GYP. BD. EA. SIDE OF 6" METAL STUDS AT 16" O.C. YP. BD. CLOSURE WHERE EXPOSED TO VIEW. ANCHOR GYP. BD. TO CAPTURE TRACK WALL PERPENDICULAR TO DECK SPAN NON FIRE —RATED CONDITION CAPTURE TRACK NOTES: 1. USE STUD WIDTH x4"LEG x 18 GA. CAPTURE TRACK @ TYPICAL PARTITION TO DECK OR STRUCTURE. USE STUD WIDTH x 6" LEG x 16 GA. CAPTURE TRACK @ DEMISING WALL BETWEEN SALES AND STOCKROOM/OFFICE AREAS. 2.OPTION: IN LIEU OF CAPTURE TRACK PROVIDE PAIR OF ANGLES, 3" HORIZ. LEG W/ VERT. LEG AND GA. SAME AS CAPTURE TRACK. L _/ I— I n l I— �J N.T.S. /8" TYPE 'X' GYP. BD. ACH SIDE OF 3 5/8" MTL. "UDS AT 16" O.C. TO )OF DECK ABOVE (IST. T.O.M. 4" A.F.F. 'ERIFY) KIST. CMU WALL CEILING AS SCHEDULED GYP. BD. —FACE OF EXIST. CMU WALL 7/8" METAL FURRING CHANNELS @ 16" O.C. ME -AI FIRE 5/g„ BRD. STUD 1-5/ DECK TYPE "X" GYP. ON1-5/8" MTL. S AT 24" O.C. 8" MTL. STUDS 1'-0 3/4"AT 48" O.C. MAX. KKU.L. #U-420 GYP. BD. EACH SIDE METAL STUDS F GYP. BD. 1/2" PLYWOOD SUBSTRATE FACE OF WALL METAL S UpS HOLD 1 2' OFF FACE 0 WALL CLIPPED & BENT METAL RUNNER48" O.C. CONT. METALRUNNER CEILING AS SCHEDULED GYP. BD. FACE OF WALL METAL STUDS HOLD 1/2"OFF FACE OF WALL BB \ CLIPPED & BE METAL RUNNER @ 48" O.C. CONT. METAL`� RUNNER METAL STUDS HOLD 1/2' OFFFACE OF ALL CEILING JOIST FIRE BL CKING CEILING AS •. SCHEDULED GYP. BD1/2" PLYWOOD SUBSTRATE CC CLIPPED & BENT METAL RUNNER@ 48" O.C. CONT. METALRUNNER CEILING JOIST, FIRE BLOC ING CEILING ASCHEDULEDfffFACE OF WALL METAL STUDS HOLD 1/2" OFF DD FACE OF WALL EE 0 XR PLYWOOD SUBATE METAL STUDS TO ROOF DECK METAL STUDS CEILING AS I. SCHEDULED I• FIRE BLOCKING 1/2" PLYWOOD SUBSTRATE GYP. BD. EACH SIDE TO ROOF DECK GYP. BD. METAL STUDS CEILING AS SCHEDULED FIRE BLOCKING 1/2" PLYWOOD SUBSTRATE GYP. BD. EACH SIDE 0 WHERE NO CLG. IS SCHEDULED CONTINUE MATERIAL TO ROOF DECK --CEILING JOIST FIRE BLOCKING CEILING AS SCHEDULED 1/2 PLYWOOD GYP. BD. : I METAL STUDS FM CEILING7 JOIST FIRE BLOCKING CEILING AS SCHEDULED GYP. BD. 1 /2" PLYWOOD i METAL STUDS M1 CEILING (JOIST METAL ROOF DECK I I �— FIRE STOPPING AT ALL I I FIRE BLOCKING VOIDS AT ROOF DECK _ _ — CONT. STL. ANGLE EACH SIDE CMU (1 HOUR RATED) I CEILING AS U.L. # U905 SCHEDULED CEILING AS Fi' GYP. BD. SCHEDULED I I 1 /2" PLYWOOD METAL STUDS 0 L _/ I— I n l I— �J N.T.S. /8" TYPE 'X' GYP. BD. ACH SIDE OF 3 5/8" MTL. "UDS AT 16" O.C. TO )OF DECK ABOVE (IST. T.O.M. 4" A.F.F. 'ERIFY) KIST. CMU WALL CEILING AS SCHEDULED GYP. BD. —FACE OF EXIST. CMU WALL 7/8" METAL FURRING CHANNELS @ 16" O.C. ME -AI FIRE 5/g„ BRD. STUD 1-5/ DECK TYPE "X" GYP. ON1-5/8" MTL. S AT 24" O.C. 8" MTL. STUDS 1'-0 3/4"AT 48" O.C. MAX. KKU.L. #U-420 GYP. BD. EACH SIDE METAL STUDS F GYP. BD. 1/2" PLYWOOD SUBSTRATE FACE OF WALL METAL S UpS HOLD 1 2' OFF FACE 0 WALL CLIPPED & BENT METAL RUNNER48" O.C. CONT. METALRUNNER CEILING AS SCHEDULED GYP. BD. FACE OF WALL METAL STUDS HOLD 1/2"OFF FACE OF WALL BB \ CLIPPED & BE METAL RUNNER @ 48" O.C. CONT. METAL`� RUNNER METAL STUDS HOLD 1/2' OFFFACE OF ALL CEILING JOIST FIRE BL CKING CEILING AS •. SCHEDULED GYP. BD1/2" PLYWOOD SUBSTRATE CC CLIPPED & BENT METAL RUNNER@ 48" O.C. CONT. METALRUNNER CEILING JOIST, FIRE BLOC ING CEILING ASCHEDULEDfffFACE OF WALL METAL STUDS HOLD 1/2" OFF DD FACE OF WALL EE 0 XR PLYWOOD SUBATE METAL STUDS TO ROOF DECK METAL STUDS CEILING AS I. SCHEDULED I• FIRE BLOCKING 1/2" PLYWOOD SUBSTRATE GYP. BD. EACH SIDE TO ROOF DECK GYP. BD. METAL STUDS CEILING AS SCHEDULED FIRE BLOCKING 1/2" PLYWOOD SUBSTRATE GYP. BD. EACH SIDE 0 WHERE NO CLG. IS SCHEDULED CONTINUE MATERIAL TO ROOF DECK --CEILING JOIST FIRE BLOCKING CEILING AS SCHEDULED 1/2 PLYWOOD GYP. BD. : I METAL STUDS FM CEILING7 JOIST FIRE BLOCKING CEILING AS SCHEDULED GYP. BD. 1 /2" PLYWOOD i METAL STUDS M1 CEILING (JOIST METAL ROOF DECK I I �— FIRE STOPPING AT ALL I I FIRE BLOCKING VOIDS AT ROOF DECK _ _ — CONT. STL. ANGLE EACH SIDE CMU (1 HOUR RATED) I CEILING AS U.L. # U905 SCHEDULED CEILING AS Fi' GYP. BD. SCHEDULED I I 1 /2" PLYWOOD METAL STUDS 0 DECK TYPE "X" GYP. ON1-5/8" MTL. S AT 24" O.C. 8" MTL. STUDS 1'-0 3/4"AT 48" O.C. MAX. KKU.L. #U-420 GYP. BD. EACH SIDE METAL STUDS F GYP. BD. 1/2" PLYWOOD SUBSTRATE FACE OF WALL METAL S UpS HOLD 1 2' OFF FACE 0 WALL CLIPPED & BENT METAL RUNNER48" O.C. CONT. METALRUNNER CEILING AS SCHEDULED GYP. BD. FACE OF WALL METAL STUDS HOLD 1/2"OFF FACE OF WALL BB \ CLIPPED & BE METAL RUNNER @ 48" O.C. CONT. METAL`� RUNNER METAL STUDS HOLD 1/2' OFFFACE OF ALL CEILING JOIST FIRE BL CKING CEILING AS •. SCHEDULED GYP. BD1/2" PLYWOOD SUBSTRATE CC CLIPPED & BENT METAL RUNNER@ 48" O.C. CONT. METALRUNNER CEILING JOIST, FIRE BLOC ING CEILING ASCHEDULEDfffFACE OF WALL METAL STUDS HOLD 1/2" OFF DD FACE OF WALL EE 0 XR PLYWOOD SUBATE METAL STUDS TO ROOF DECK METAL STUDS CEILING AS I. SCHEDULED I• FIRE BLOCKING 1/2" PLYWOOD SUBSTRATE GYP. BD. EACH SIDE TO ROOF DECK GYP. BD. METAL STUDS CEILING AS SCHEDULED FIRE BLOCKING 1/2" PLYWOOD SUBSTRATE GYP. BD. EACH SIDE 0 WHERE NO CLG. IS SCHEDULED CONTINUE MATERIAL TO ROOF DECK --CEILING JOIST FIRE BLOCKING CEILING AS SCHEDULED 1/2 PLYWOOD GYP. BD. : I METAL STUDS FM CEILING7 JOIST FIRE BLOCKING CEILING AS SCHEDULED GYP. BD. 1 /2" PLYWOOD i METAL STUDS M1 CEILING (JOIST METAL ROOF DECK I I �— FIRE STOPPING AT ALL I I FIRE BLOCKING VOIDS AT ROOF DECK _ _ — CONT. STL. ANGLE EACH SIDE CMU (1 HOUR RATED) I CEILING AS U.L. # U905 SCHEDULED CEILING AS Fi' GYP. BD. SCHEDULED I I 1 /2" PLYWOOD METAL STUDS 0 I�I�ilrl •' • � mww Alk "Alk AlWlffilmw Es, • ilanrpwh' WAI'Alk IMMS11 V WHERE NO CLG. UDS IS SCHEDULED CONTINUE GYP. BD. AL BRACING @ I I TO ROOF DECK VERTICALLY "X IRE BLOCKING �G CEILING AS I SCHEDULED INSUL. CONT. 2x WOOD )ULED I I % BLOCKING REF. NOTE 17 FOR VERT. SPACING -ER RESISTANT GYP. BD. EACH SIDE 1/2" PLYWOOD SUBSTRATE TILE METAL STUDS 0 0 0 SPLIT —FACE CMU WHERE NO CLG. IS SCHEDULED CONTINUE GYP. BD. TO ROOF DECK FIRE BLOCKING CEILING AS SCHEDULED CEILING JOIST GYP. BD. EACH SIDE 1 /2" PLYWOOD SUBSTRATE METAL STUDS WHERE NO CLG. IS SCHEDULED CONTINUE GYP. BD. TO ROOF DECK FIRE BLOCKING 1111111 CEILING AS SCHEDULED GYP. BD. EACH SIDE 1 /2" PLYWOOD SUBSTRATE METAL STUDS WHERE NO CLG. IS SCHEDULED CONTINUF MATERIAL TO ROOR DECK CEILING OIST FIRE BL CKING CEILING AS SCHED. SCHEDULED GYP. BD. EACH SIDE METAL STUDS 1/2" PLYWOOD SUBSTRATE CEILING JOIST CEILING AS i SCHEDULED FIRE BLOCKING 1 /2" PLYWOOD SUBSTRATE It —GYP. BD. EACH SIDE METAL STUDS CEILING JOIST CEILING S SCHEDU ED FIRE BL CKING GYP. BD. EACH SIDE UP 1/2" PLYWOOD 2SUBSTRATE .-___METAL STUDS CEILING JOIST FIRE BL CKING I I ( CEILING AS `SCHEDULED GYP. BD. EACH SIDE 1 /2" PLYWOOD SU BSTRATE EACH SIDE METAL STUDS 0 SCHEDULED GYP. BD. EACH SIDE I METAL STUDS " (I WHERE NO CLG. f IS SCHEDULED TO NROOF ECTINUE TKRIAL CEILING JOIST FIRE BLOCKING CEILING AS SCHEDULED GYP. BD. EACH SIDE ' METAL STUDS 0 �S =D EACH SIDE UDS CEILING JOIST CEILING AS SCHEDULED I: GYP. BD. EACH SIDE TO ROOF DECK METAL STUDS I I TO ROOF DECK i CEILING JOIST I :� —71 1 — ' — — CEILING AS SCHEDULE IFIRE BLOCKING I GYP. BID. EACH SIDE i METAL STUDS 0 WHERE NO CLG. IS SCHEDULED I CONTINUE MATERIAL LTO ROOF DECK FIRE BLOCKING CEILING AS SCHEDULED GYP. BD. METAL STUDS 0 CEILING JOIST I I FIRE BL CKING (CEILING AS I I' SCHEDULED I I GYP. BD. METAL STUDS 0 PARTITION NOTES 1. UNLESS NOTED OTHERWISE, STUDS SHALL CONTINUE TO ROOF DECK. REF. 1—A6 FOR CAPTURE TRACK CONDITIONS. 2. PROVIDE 1/2" GYP. BD. ON ALL NON —RATED PARTITIONS UNLESS NOTED OTHERWISE. 3. PROVIDE 5/8" TYPE 'X' GYP. BD. ON ALL FIRE —RATED PARTITIONS. 4. REFER TO ROOM FINISH SCHEDULE FOR ALL ROOMS TO RECEIVE F.R.P. FINISH. 5. REFER TO SPECIFICATIONS FOR GYPSUM BOARD SYSTEMS. 6. CONTINUE FINISH MATERIAL TO A MINIMUM OF 4" ABOVE LAY —IN CEILINGS. 7. STOP FINISH MATERIAL AT CEILINGS IN ROOMS WITH GYP. BD. CEILINGS. 8. REFER TO PARTITION KEY SYMBOL FOR STUD THICKNESS, 9. WHERE NO CEILING IS INDICATED, STOP PLYWOOD SUBSTRATE AT 10'-0" A.F.F. 10. REFER SPECIFICATIONS FOR LATERAL BRACING IN STUD PARTITIONS. 11. PROVIDE ALTERNATING LATERAL METAL STUD BRACING FROM ROOF DECK TO WALL STUDS ABOVE CEILING @ 48" O.C. FOR PARTITION STUDS UNDER 6" WIDE, FOR 6" 20 GA. STUDS MAX UNBRACED LENGTH = 20'-0" FOR 3 5/8" & 4" 20 GA. STUDS MAX. UNBRACED LENGTH = 12'-0" 12. WHERE NO CEILING IS INDICATED, CONTINUE GYP. BD. TO DECK. 13. STUD WALL PARTITIONS, 1 HOUR FIRE —RATED SHALL COMPLY WITH U.L. #U465; MASONRY WALLS 1 HOUR FIRE —RATED SHALL COMPLY WITH U.L. #U905. 14. PROVIDE 5/8" PLYWOOD SUBSTRATE FROM FLOOR TO 2'-0" A.F.F. AND 5/8" MOISTURE RESISTANT GYP. BD. FROM 2'-0" A.F.F. TO CEILING ON 20 GA. METAL STUDS AT 16" O.C. AT PARTITIONS WHICH RECEIVE CERAMIC TILE. 15. METAL STUD SPACING SHALL BE 16" O.C. @ 1/2" GYP. BD. & 24" O.C. @ 5/8" GYP. BD. 16. PROVIDE CONTROL JOINTS (REF. DETAIL THIS SHEET) FULL HEIGHT OF PARTITION @ 40'-0" O.C. MAX. PROVIDE JOINT AT LATCH SIDE OF JAMB AT SINGLE DOORS AND BOTH JAMBS AT DOUBLE DOORS & WINDOWS. REF. SPEC. 17. 2x4 WOOD FURRING AT PARTITION TYPES X, Y, Z, SHALL BE SPACED AS FOLLOWS— CONTINUOUS HORIZONTAL FURRING AT FINISH FLOOR, 2'-0", 4'-0", 6'-01, 7'-6", 8'-0", 10'-0" AND 14'-0" A.F.F. PROVIDE A CONT. 2x6 AT 12'-0" A.F.F. 18. PROVIDE BATT INSULATION WHERE INDICATED ON PLANS. 19. PROVIDE CAPTURE TRACK AT ALL PARTITIONS TO ROOF STRUCTURE OR ROOF DECK. 20. BRACE ALL STUD PARTITIONS WHICH DO NOT EXTEND TO ROOF STRUCTURE OR ROOF DECK. REF. 2—A6. 21. NO STUD WALL RECEIVING PLYWOOD SHALL BE LESS THAN 22 GA. PARTITION KEY SYMBOL NUMBER INDICATES STUD NUMBER INDICATES HEIGHT; NO NUMBER STUD OR CMU SIZE INDICATES STUD HEIGHT AS FOLLOWS: TO ROOF DECK 1 — 1 5/8" METAL 2 LETTER INDICATES 2 — 2 1 /2" METAL A6 PARTITION TYPE 3 — 3 5/8" METAL 6 — 6" METAL REFERENCE SIDE g _ g" CMU 12 — 12" CMU OPPOSITE SIDE COLUMN FINISHES PAINT WHITE P-7 AT NEW & EXIST. COLUMNS CARPET WRAP PROVIDED AND INSTALLED BY WAL—MART @ NEW Lij AND EXIST. COLUMNS AT SALES AREA TYPICAL. - (GROCERY NOT INCLUDED) PAINT WHITE P-7 AT NEW & EXIST. COL. BASE CONTROL JOINT 2 LAYERS 5/8" GY B - U.S.G. CONTROL 5/8" GAP JOINT #093 STAPLE APPLIED PROVIDE SOLID BACKUP TO PANEL FACE — ",. EACH SIDE OF CON RO REQUIRES FINISHING JOINT — TYPICAL FIRE RATED PARTITIONS U.S.G. CONTROL PROVIDE SOLID BACKUP JOINT #093 EACH SIDE OF CONTROL STAPLE APPLIED TO PANEL FACE — JOINT — TYPICAL REQUIRES FINISHING NON -FIRE RATED PARTITIONS TYP. ABOVE LATCH SIDE OF SINGLE DOORS, BOTH SIDES OF DOUBLE DOORS, BOTH SIDES OF WINDOWS & AT 40'-0" MAX. O.C. IN ALL GYP. BD. PLASTIC BASE • I i I PARTITION :.I i SCREW INTO VERT. MTL. STUDS I I •: 6" PLASTIC BASE -4'mb Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 Ih�/_l Q ►� I_1i i i s J FL AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 10TH STREET BENTONVILLE, AR 72712-6489 ; Sheet Contents: PARTITION TYPES 192—NVEST Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER 2000 A6 Copyright INTERIOR COLOR SCHEDULE ZT MONITOR BRACKET NOTE: GENERAL CONTRACTOR SHALL FURNISH & INSTALL (5) MONITOR SUPPORT ASSEMBLIES AT LOCATIONS INDICATED ON ELECTRICAL PLANS. ISOMETRIC 2x2x1/4 STEEL ANGLE NUTS BOTH SIDES EACH SIDE OF JOIST OF CHANNEL, W/ FROM LOAD TO PANEL DINT LOCK WASHER @ TOP x6.7 STEEL CHA SIDE OF STEEL S BETWEEN T CHANNEL JOI 3/8" 0 BOLTS, TYP. EA. LENGTH AS REQ'D. END 3/16 1 W/ NUT & LOCK WASHER @ TOP OF CHANNEL CONCENTRATED PANEL POINT LOAD 3, OR GREATER 1 1/2" O.D. STEEL T.V. MONITOR SUPPORT PIPE, THREADED AT BOTH ENDS FURNISHED BY WAL-MART AND INSTALLED BY GENERAL CONTRACTOR MONITOR BRACKET FURNISHED BY WAL-MART AND INSTALLED BY GENERAL CONTRACTOR 12'- 0" A. F. F. PARALLEL TO JOISTS NOTE: PERPENDICULAR PROVIDE JOIST REINFORCING TO JOISTS IN ACCORDANCE WITH THIS DETAIL FOR ALL CONCENTRATED LOADS IN EXCESS OF 200 LBS. THAT ARE NOT SHOWN ON THE STRUCTURAL FRAMING PLAN 4 MONITOR SUPPORT DETAILS 3/4" = 1'-0" 24" PLYWOOD MIN RELOCATED STEEL LADDER. 24"MIN 1 n LA D D E R ATTACHMENT PLAN i u 3/4„=1 '-O" EXIST, EXIST. DECK C STEEL SUSP. SYSTEM EXIST. 12" CMU E _YWD 1 1 WALL SECTION 3/4" = 1'-0„ ROOFING ON INSULATION METAL DECK REF. STRUCT. ROOF JOIST E REF. STRUCT. CONT. 2x NOI WOOD BLOCKI TO BOTTOM C JOIST GIRDER SUSP. ACOUS. SYSTEM AS S( CONT. 2x4 N( FURRING @ F ABOVE FINISHi 4'-011 , 6'-0", 10'-0" & 14 AT 12'-0" A.I SALES 1/2" GYP. BD. EACH SIDE 2x6 BLOCKING AT ALL LADDER SUPPORT BRACKETS, TYP. i I 0 `0' 2'-4 1 /4" 0 i— ROOF HATCH SAFETY EXTENSION BAR PROVIDE 1/2" GYP. BD CLOSURE AT AREAS WITHOUT CEILING METAL LADDER (2'-0" WIDE) 4ND CAGE, PAINT P-6 STOCKROOM 108'-0" ,% WALL S ECTI O N W/ LADDER 3/4" = 1'-0" 20 GA STUD TRACK W/# 12 ROOFING ON TEK SCREWS (2) ROWS @24" TO METAL DECK ROOFING ON - INSULATION INSULATION I I I I) ROOF JOIST BEYOND ROOF JOIST BEYO Il I� RE: STRU T. II II RE: STRUCT. I II �I II I EXTEND 5/8" TYPE I I \ \ NESTED 4" X 18 GA. I I i_'X' GYP. BD. TO ROOF \ STUD &TRACK- SECURE EACH END TO BAR JOIST I I I) - DECK AT FIRE RATED �' \\ \ \ \ NESTED 3 5/8" X 18 GA. \ \ \ WITH TEK SCREWS- ATTACH II I PARTITIONS \ STUD & TRACK- SECURE \ \ EACH STUD OF .BULKHEAD I ( I \ \ \ EACH END TO BAR JOIST ATTACH TO BOTTOM TO NESTED STUD & TRACK I I I _�rr,- \ WITH TEK SCREWS- ATTACH I I CHORD W/ #12 TEK (I I SUSP. ACOUS. ATTACH TO BOTTOM CHORD W/ #12 TEK EACH STUD OF BULKHEAD TO NESTED STUD & TRACK I I SCREWS EXTEND GYP. BD. TO ROOF I) I CEILING SYSTEM SCREWS \ CONT. 3 5/8" x 20 GA. DECK AT FOOD SERVICE @ 14'-0" A.F.F. \ \\ METAL STUD @ MID AND SEASONAL BOX VAT SALES FLOOR \ POINT ON BRACING 1 CONT. 3 5/8" 20 GA. / \ \ PROVIDE 'X'-BRACING ---� 1 /2" GYP. BD. ON METAL STUD @ MID POINT ON BRACING. PROVIDE \ \ \ AT ONE END \ 11I \ 1 I 6f' METAL STUDS 'X'-BRACING AT ONE END \ \ @ 16" O.C. \ 3 5/8" 20 GA. METAL 1\1 \ \I I I GYP. BD. SHALL BE FLUSH W/ADJACENT 3 5/8 20 GA. METAL STUD \\ \ 1 STUD DIAG. BRACING \ I WALL PAINT P_7 DIAG. BRACING @ EA. JOIST \ \\ @ EA. JOIST \I \ \ NJ I PROVIDE NEW AND/OR EXTEND \\\\ 11111=4 ]ill EXISTING SUSPENDED (2� 8"x 18 GA. ACOUSTICAL CEILING SYSTEM \ 'C JOISTS / SUSPENDED CEILING tttlBULKHEAD 114'-O" CLG. EL. Trrrr n rr rrm — SYSTEM AS SCHEDULED EL.- 109 -0 (TYP� VERIFY — — 110'-0" AT FOOD SERVICE & VESTIBULE 1/2" GYP. BD. PROVIDE CONT, 2x WOOD 6" BLOCKING 1" '-2 MIN. (RE: PLAN) BULKHEAD SECTION P-3 BLUE P-7 WHITE P-5 YELLOW P-6 GREY RE: SPECIFICATIONS FOR ADDITIONAL INFORMATION 20 GA STUD TRACK W/# 12 TEK SCREWS (2) ROWS 024" TO METAL DECK ROOFING ON INSULATION KO0--m-------- --------,r- II I I I' II II 3 5/8" x 18 GA. METAL HORZ. STUDS @ 24 O.C. U\ 74 ATTACH BRACING TO I I. �ITt 2x2"x16 GA. ANGLE EXPOSED STRUCTURE \ \ PAINT 2x2"x16 GA. ANGLE @ �� \ LOCATE BRACING THIS 48 O.C.- ATTACH TO TOP \ JOIST AS APPLICABLE AND BOTTOM CHORDS WITH #12 TEK SCREWS I CONT. 3 5/8" x 20 GA. I I. METAL STUD @ MID 110 POINT ON BRACING - PROVIDE 'X'-BRACING 1 AT ONE END 3 5/8" x 20 GA. METAL \ \ STUD DIAG. BRACING @ 48" O.C. \ \ \ I I ATTACH TO HORIZ. STUDS \\ \ 1 /2" GYP., BD. ON NEW SUSPENDED ACOUSTICAL \ \\ \ 3/5" 20 GA. METAL CEILING SYSTEM MATCH \ STUDS AT 16" O.C. EXISTING PAINT P-7 114'-0° CLG. EL � VERIFY cv — ALIGN FACE OF BULKHEAD WITH BAKERY BULKHEAD. RE: GA SHEETS 1'-2" ( BULKHEAD SECTION BULKHEAD SECTION '" 3/4" = 1'-0" NOTE: PROVIDE 5/8" TYPE 'X' 3/ 4" = 1'-0" PERPENDICULAR T0 JOISTS GYP. BD. AT FIRE RATED PARTITIONS. 3/4"=1'-O" RE: PLANS SUSP. ACOUS. CLG. SYSTEM AS SCHED.- 1/2" GYP. BD. - SALES AREA RESILIENT 6"x20 GA. MTL. STUDS W/ 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE. ASSEMBLY TO COMPLY WITH UL. DESIGN #U425. CONT. F.R. TREATED WOOD 2X6 AT 12'-0" A.F.F. 1/2" GYP. BD. CLG. SYSTEM AS SCHED. ALCOVE CONT. F.R. TREATED WOOD 2x4 FURRING @ FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: 2'-0", 4'-0", 6'-0", 7'-6", 8'-0", 10'-0" & 14'-0". 4'-0" HIGH 1/2" PLYWOOD WAINSCOT W/ CHAMFERED TOP EDGE ROOFING ON 1-A6 INSULATION j M L DECK REF. TRUCT. 'I I I (ROOF JOIST BEYOND I I REF. STRUCT. SEAL PENETRATIONS AT GYP. BD. W/ FIRE - STOPPING SEALANT 6"x20 GA. MTL. STUDS W/ 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE. ASSEMBLY TO COMPLY WITH UL. DESIGN #U425. STEE RE: LYWOOD FERED 2'-0" HIGH 1/2 BASE W/ CHAMF TOP EDGE (STO( SIDE ONLY) 1 -*6 SIM. )S W/ UM Y WITH SUSP. ACOUS. CLG. SYSTEM AS SCHED. SALES AREA ALIGN NEW PARTITION W/ EXIST. PARTITION- 1/2" PLYWOOD J/ CHAMFERED BASE 8 SECTION AT CORRIDOR - SECTION AT CORRIDOR SECTION AT CORRIDOR 3/4" = 1'-0" PERPENDICULAR TO JOISTS 3/4" = 1'-0" PERPENDICULAR TO JOISTS 3/4" = 1'-0" PARALLEL TO JOISTS H.1 i ROOFING ON INSULATION -3 5/8" x 18 GA. CONT TRACK. ATTACH TO TOP CHORD OF JOIST WITH # 12 TEK SCREWS @ 12" O.C. (TYP. @ EA. END) ATTACH STUD TO TRACK WITH 3 #8 TEK SCREWS EXPOSED STRUCTURE PAINT P-7 1/2" GYP. BD. ON 3 5/8" 20 GA. METAL STUDS AT 16" O.C. PAINT P-7 ALIGN FACE OF BULKHEAD W/ FACE OF WALL BEYOND PARALLEL TO JOISTS '--METAL DECK REF. STRUCT. OF JOIST BEYON R STRUCT. —PROVIDE GYP. BD. CLOSURE AT AREAS WITHOUT CEILING SEAL PENETRATIONS —JOIST GIRDER REF. STRUCT. --CONT. 2x F.R. TREATED WOOD BLOCKING ATTACH TO BOTTOM CHORD OF BAR JOIST SUSP. ACOUS. CLG. SYSTEM AS SCHED. `CONT. F.R. TREATED WOOD 2X6 AT 12'-0" A.F.F. BREAK ROOM 1/2" GYP. BD. EACH SIDE 6"x16 GA. METAL STUDS AT 16" O.C. CONT. F.R. TREATED WOOD 2x4 FURRING @ FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: 2'-0", 4'-0", 6'-0", 7'-6", 8'-0", 10'-0" & 14'-0". 5 WALL SECTION. 3/4" = 1'-0" ( Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 Aw AV •� - 0 SANFORD, FL AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 10TH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: INTERIOR WALL SECTIONS 192—NVEST Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER 2000 A6®1 Copyright 1 LINE OF 6" PLASTIC BF ALIGN WOOD CAP WITH END CAP AT OFFOSITE SIDE OF OPENING SEALED RED OAK TRIM FROM FLOOR TO BOTTC OF BULKHEAD ABOVE USE CONCEALED FASTE PROVIDE 1/2" CHAMFEF CORNERS AS INDICATED LINE OF 6" PLASTIC B) 1/2" GYPSUM BOARD ( TYPE 'X' @ FIRERATED WALLS) DETAIL TRAM S ITI O N 1/2" GYPSUM BOARD (5/8" TYPE 'X' Q FIRERATED WALLS) ALIGN WOOD CAP WITH END CAP AT OPPOSITE SIDE OF OPENING N SEALED RED OAK TRIM FROM FLOOR TO BOTTOM OF BULKHEAD ABOVE - 3/4" USE CONCEALED FASTENERS PROVIDE 1/2" CHAMFER AT CORNERS AS INDICATED SEALANT CERAMIC TILE (F.R.P. ABOVE RE: 14-A5.1) 5/8" MOISTURE RESISTANT GYPSUM BOARD DETAIL — TRANSITION I V 3» 1, 0" - /2" GYPSUM BOARD EALED RED OAK TRIM ROM FLOOR TO BOTTOM ,F BULKHEAD ABOVE - SE CONCEALED FASTENERS )OUBLE 6" METAL STUDS 'ROVIDE 1/2" CHAMFER AT 'ORNERS AS INDICATED SEALANT CERAMIC TILE (F.R.P. 5/8" MOISTURE RESISTANT ABOVE RE: 14-A5.1) GYPSUM BOARD DETAIL — WALL END CAP 17 3" = 1'-0» 1 g D ETAI L 3" = 1'-0" 1/2" GYPSUM BOARD SEALED RED OAK CAP FROM FLOOR TO CEILING WITH CONCEALED FASTENERS DOUBLE 6" METAL STUDS CENTERLINE OF STUD AND END CAP PROVIDE 1/2" CHAMFER AT CORNERS AS INDICATED 1/2" GYPSUM BOARD WALL END CAP CERAMIC TILE 1/2" GYPSUM BOARD SEALED RED OAK CAP FROM FLOOR TO BULKHEAD ABOVE — USE CONCEALED FASTENERS DOUBLE 6" METAL STUDS PROVIDE 1/2" CHAMFER AT CORNERS AS INDICATED 1/2" GYPSUM BOARD DETAIL — WALL END CAP 19 3" = 1'-0" 1/2" PLYWOOD BACKING, SURFACE MOUNT TO WALL ADJUSTABLE SHEL BY WAL*MART (N.I ING .) PLASTIC LAMINATE COUNTER PL-1 _1 00 1 N I. _12'-011 r- n MANAGERS' WORK STATION Z_ V 3/8»=11-0" 1 3/4" PLYWOOD FLOOR TO CEIL I`-�l X2 CONT. SHELF III CLEAT, TYP. 3 SI__.. 11 REF. ELEVATION DIVIDER SECTION 123" = 1'-0" 1 X 2 EDGING BEYOND 1 X 2 WOOD STI LE 3/4" AC PLYWOOD DIVIDER 2'-8" 4'-10" 7GU N ROOM SECTION GUN ROOM PLAN 143/811 = 1'-O" RE: 1-A5.1 FOR PLAN ORIENTATION REFER PLANS PLASTIC LAMINATE ON 3/4" PARTICLE BD. PL-1 N 1 1 /4" O.D. PIPE AT 4'-0" O.C. MAXIMUM Z P-6 cV TFLANGE ATTACHMENT AT FLOOR 21 DESK 3/4"=1'-0" 21-011 CORNER BRACES OR SOLID PLYWD GUSSET g _ PLAN - 2X4 FRAMING (TYP.)- U 2X4 FRAMING - --------------------- V AT 4'-0" O.C. MAX. (TYP.) 3/4" SEALED PLYWD. SHELVES (OPTION: CD 2- 1X12 #2 PINE)- o a N TAFT STIFFENERS ADDED SHELF IN PLACE (TYP-) SECTION SHELVING UNITS V 1/2"=1'-01' 3/4" PLYWOOD, FLOOR TO CEILING I I7 `-A1 X2 CONT. SHELF CLEAT, TYP. 3 SIDE REF. ELEVATION SHELF SECTION 1 1331 0 1 N 1/2" PLYWOOD SHELVING & STANDARDS PROVIDED BY WAL*MART CLOTHES HANGING BAR- 5/8" DIA. STAINLESS STEEL BAR -PROVIDE ESCUTCHEON PLATE AT TOP. BRACKET TO INTERIOR OF CABINET. S-0" 11 3/4" PART, BRD. W/ 3/4" PARTICLE PLAS. LAM. PL-1 BRD. W/PLAS. HARDWOOD EDGE LAM. 'PL-1" WALL EA. SIDE 3/4" PLYWOOD - 8" WIDE AT CLOTHES n HANGING BAR. 3/4" PART. BRD. - DIVIDER W/ PLAS. LAM. "PL-1" 2'-6" U.N.O. ON PLANS HARDWOOD EDGE 3/4" PART. BRD. ADJ. SHELF W/ o PLAS. LAM. "PL-1" 1 o WORK SURFACE; REF. 4-A6.2 FOR 3/4 PART. BRD. N BOT SHELF W/ TYPICAL NOTES PLAS. LAM. "PL-1" -q- AND MATERIALS RECESSED SHELF 4" STANDARDS BEYOND 71 1 RES. BASE DESK/SHELVING LAYAWAY SECTION 3/41,=1 °-O" 1 3/4"=1'-0" z 3'-6$1 6" 0 CARPET _ 2X4 WOOD 3/4" PLYWD. FEATURE �-- - FRAMING SHELF (SEALED) TILE2(TYP.) U MITER JOINT 0 71 z 0 N MITER JOINT 0 o CARPET -� N 4'-0" 4'-0" 4'-0" 2X4 STIFFENERS 6"X24" FEATURE BETWEEN SHELVES VC-2 TILE (TYP.) ELEVATION E/EV PLAN NOTE: VERIFY SHELF LENGTH WITH PLANS PLAN DETAIL ,_____---CONY. 1 X4 3/4" x 10'-0" HIGH PLYWOOD CONTINUOUS FULL LENGTH OF ADD 2x4 STIFFENERS BINS WHERE NO WALL OCCURS AFTER 2x4 FRAMES ?�7o ARE IN PLACE /., (2) LAYERS 3/4" X 2'-9" DEEP PLYWOOD CONT. e FULL LENGTH OF BINS 1 X 2 WOOD 2x4 STILE BEYOND CD 3/4" AC PLYWOOD 2'-10 1/2" o SHELF, SEALED OUT TO OUT OF 2x4 VERTICALS 1 X 2 EDGING 91_ ,,1'-7 3/8", 2"x4" FLAT FRAME 3/4 AC PLYWOOD CO DIVIDER BEYOND rl � r 2'-4 1 2" � 3/4" PLYWOOD END VIEWS STORAGE BINS N.T.S. 3/4" PART. BRD. W/ PLAS. LAM. "PL-1" 8'-0" N T S M RECESSED DETAIL SHELF - STANDARDS 1 3/4" PART. BRD. W/ 4" PART. D PLAS. LAM. "PL-1 " ,�L PLf1S. LA D ETAI L EQUAL 3'-0" EQUAL N rn N DWR. DWR. DWR. DWR. KNEE SPACE 2 x 4 RESIL. NOTE: ALL EXPOSED WAINSCOT LAM. BASE 1/2" PART. BRD. R IL. WAINSCOT NOTE: ALL EXPOSED " SURFACES BASE PLAS. LAM. "PL-1" SURFACES TO BE 4 PLAS. LAM. "PL-1 " BREAKROOM CABINET BREAKROOM CABINET SECTION ELEVATION 9 3/4"=1'-0" ! 3/8"=1'-0" 3/4" PART. BRD. W/ PLAS. LAM. "PL-1" COUNTER TOP & SPLASH PROVIDE H.C. FAUCET CONTOLS _ PLASTIC LAMINATE "PL-1" & DOUBLE BOWL S.S. SINK H.C. ACCESSIBLE DOUBLE RE: PLUMBING DWGS. BOWL STAINLESS STL. SINK ...... _.. .. (6 1/2" MAX. DEPTH) r; F ' .................. ..... o ' 'N0-8ETAI .: 11 ....... .............. 3/4" PART. BRD. W/ N N N "PL-1" �' N PLAS. LAM. "PL-1" a co a I i (TYP.) N DETAIL % 6" 1 1 /2"=1'-0" EQUAL S-0" EQUAL o ESIL. BASE � PIPING SPACE: INSULATE 7-A6.2 HOT WATER & DRAIN PIPES BREAKROOM CABINET BREAKROOM CABINET SECTION RPLAN 10 3/4"=1'-0" v 3/8"=1'-0" a- (Z) 1 N - REFER TO PLANS FOR LOCATION AND QUANTITY OF FIXTURE BINS. FIXTURE BINS TO BE CONSTRUCTED OF 3/4" PLYWOOD W/ NO VISIBLE KNOTS (SEALED) - BOTTOM ROW DIVIDERS ON TWO FOOT CENTERS. TOP AND MIDDLE ROW DIVIDERS ON ONE FOOT CENTERS. 2'-6" U.N.O. ON PLANS LASTIC LAMINATE ON 3/4' PARTICLE BOARD TO AND BACKSPLASH - PL-1 CONTINUOUS 2x4 BLOCKING P-6 J SEALED HARDWOOD Q Q EDGE 11 N 1 1 /4" O.D. PIPE AT 4'-0" O.C. `V MAXIMUM P-6 FLANGE ATTACHMENT AT FLOOR - SCREW TO FLOOR COUNTER SECTION 4 1 1 /2"=V-O" COLOR SCHEDULE P-3 BLUE PL-1 GREY P-5 YELLOW B-1 BLUE/GREY P-6 GREY RE: SPECIFICATIONS FOR ADDITIONAL INFORMATION GENERAL NOTES 1. ALL INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD/CMU UNLESS NOTED OTHERWISE. �1 Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 i Ar AV • •� • SANFORD, FL AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 1OTH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: MILLWORK & MISC. DETAILS 192—NVEST Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER 2000 Copyright DOO 0 w F- V O ww o v) O 3: I- Of w z� w O X III W J z RTYP ES 1/4" TEMP. 2" CRASH 1/4" TEMP. GLASS TYP. MOTION DETECTOR TYPICAL 1/4" TEMP. GLASS TYP. 2 C RASH BARS Cc? 6" & 24" A.F. TYPICAL F. SLIDE SLIDE R� o N C O BARS @ 6" GLASS TYP. 1/4" WIRE & 24" A.F.F. GLASS @ F TYPICAL RATED DOC 10" BOTTOM STILES B C D E (TYPICAL) 10" BOTTOM STILES (TYPICAL) 0 DP RAIL o SECTIONAL SECTIONAL CHAIN Y z OVERHEAD OVERHEAD - _ CLOSURE • II : ♦� II M N I.iVI\L L/1\ILL - I I.JLL THROUGH SLAB AND SET POSTS WITH NON -SHRINK GROUT n 11 0 1/4" TEMP. -- GLASS TYP. 1/4" WIRE GLASS @ FIRE RATED DOORS F G H J H.M. DOORS & FRAME COILING DOOR I I I I P STACK Q 1/4" TEMP. GLASS, TYP. (1/4 WIRE FIRE DOOR GLASS ® FIRE RATP-n nnnRq 12kP. N 1P. IMPACT TRAFFIC DOORS (PLASTIC) PLYWOOD PLYWOOD GUSSET 1'44- GUSSET o WIRE WIRE CLEAR VIEW _ w � MESH MESH VISION PANEL �� s 3 16 ACRYLIC / 5' 2x WOOD- 2x WOOD O z FRAME FRAME ]E� " 24 HIGH IMP ACT TRAFFIC BUMPER ON T U V EACH SIDE OF DOOR X W-HD = HEAVY DUTY WINDOW 5'-3" TYPES 10'-0" W-MD 2'-O" = MEDIUM DUTY GLASS TYP. EQ. EQ. EQ. 00 Q GLASS TYP. 2'41 EQ. Q Q cv HOLLOW METAL HOLLOW METAL 6'-7 119" VERIFY GLASS TYP. 00I 44-A8 co I co i co I NO UJ 4-A5.4 4-A5.4 O (AUTOMOTIVE) HOLLOW METAL 1/2" GYP. BD. EACH SIDE 3-5/8 METAL �`� STUDS 6" METAL STUD BOX HEADER WOOD SHIMS CAULK EACH SIDE ALUMINUM RECEPTOR �y ALUMINUM STOREFRONT WITH 1/4" TEMP. GLASS HEAD DETAIL 1 1/2" = 1'-0" GLASS co i 0 1` 0 I N LINE OF FIN. FLOOR (OTHER INCOME) ALUMINUM GLASS 4 O (VESTIBULE) ALUMINUM 47'-4" (VERIFY) GLASS TYP--. 1 /2" GYP. BD. EACH SIDE 3-5/8" METAL STUDS 6" METAL STUD BOX HEADER .1 CAULK EACH SIDE HOLLOW METAL FRAME APPLIED METAL STOP 1/4" TEMP GLASS 5 3/4" HEAD DETAIL 2 1 1/2 = 1 -0 I N R17• PI AN O (VESTIBULE) ALUMINUM T (OTHER INCOME) ALUMINUM 1/4" TEMP GLASS APPLIED METAL STOP HOLLOW METAL FRAME 3 JAMB ANCHORS PER JAMB CAULK EACH SIDE DOUBLE STUDS � AT JAMB 1/2" GYP. BD. EACH SIDE 3-5/8" METAL STUDS JAMB DETAIL. 1 1/2" = 1'-0" A. 5 3/4" G LAS' 4-A5.4 I C1 UJ ALUMINUM TRAFFIC DOORS. VISION PANEL -- 3/16" ACRYLIC 34" HIGH STAINLESS STEEL IMPACT LL PLATE ON EACH R S SIDE OF DOOR 5" X 18" STEEL JAMB GUARDS lU I tiLN 11,4UUML) ALUMINUM SILL SIMILAR z 8'-ol, r1ULLUYY Mr-IHL O (VESTIBULE) ALUMINUM 'Co I K CLEAR VIEW PVC PANEL 24" HIGH IMPACT TRAFFIC BUMPER ON EACH SIDE OF DOOR 1• DOOR SCHEDULE NO. UJ SIZE MATERIAL FINISH DETAILS HEAD I,JAMB ITHRSH. ALL DETAILS ON SHEET A8 UNLESS NOTED OTHERWISE w NOTE REF. DOOR FRAME o N o z a- g cn aa.. ��- o I- I g 1 2 13141 100A H (2) 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 21 22 23 CENTER MULL 100B H (2) 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 21 22 23 CENTER MULL 100C H (2) 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 21 22 23 CENTER MULL 100H E 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 21 22 23 100K E 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 1 1 - 102 0 16'-0" x 4'-B" METAL METAL 4 24 19 20 7 103A A 12'-0" x 7'-6" ALUM. ALUM. 1 8 4&10 11 7,12 103B A 12'-0" x 7'-6" ALUM. ALUM. 1 8 4&10 11 7,12 103C B 12'-0" x 7'-6" ALUM. ALUM. 1 2,3 9&4 5 7 103D B 12'-0" x 7'-6" ALUM. ALUM. 1 2.3 10&4 - 5 7 104 D 3'-6" x 7'-0" ALUM. ALUM. 1 13 14.15 17 NO DETECTOR 105 E 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 1 33,34 - 106 E 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 1 2 1 33,34 - 109A H (2) 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 1 1 - 60 14 109E H (2) 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 21 22 23 CENTER MULL 112 E 3'-0" x 7'-0 x 1 3/4" H.M. H.M. 2 1 1 - 113 E 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 1 1 - 115 E 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 1 33,34 - 116 E 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 1 33.34 - 117 E 3'-0" x 7'-0" x l 3/4" H.M. H.M. 2 1 1 - 118A A 12'-0" x 7'-6" ALUM. ALUM. 1 8 4&10 11 7,12 118E A 12'-0" x 7'-6" ALUM. ALUM. 1 8 4&10 11 7,12 118C B 12'-0" x 7'-6" ALUM. ALUM. 1 2,3 4&10 5 7 118D B 12'-0" x 7'-6" ALUM. ALUM. 1 2,3 9&10 5 7 119 D 3'-6" x 7'-0" ALUM. ALUM. 1 13 14&15 17 NO DETECTOR 120 0 12'-0" x 4'-8" METAL METAL 4 24 19 20 7 121 -M (2) 3'-0" x 9'-0" ALUM. METAL 4 6 6 - 122A J (2) 3'-0" x 8'-0" x 1 3/4" H.M. H.M. 2 1 1 - 60 2 122E H (2) 3'-0" X 7'-0" X 1 3/4" H.M. H.M. 2 21 22 23 122C J (2) 3'-0" x 9'-0" x 1 3/4" H.M. H.M. 2 1 1 - 60 2 122D Y 8'-0" x 9'-0" STEEL METAL 4 30 31,32 - 60 2,7 125A F 3'-0" x 9'-0" x 1 3/4" H.M. H.M. 2 1 1 - 125B F 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 1 1 - 60 126 G 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 1 1 - 127 F 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 1 1 - 128 E 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 1 1 - 129 F 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 1 1 - 130 F 3'-C" x 7'-0" x 1 3/4" H.M. H.M. 2 1 1 - 131 E 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 1 1 41 132 E 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 1 1 41 133 F 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 1 1 - 134A J (2) 3'-0" x 7'-0" x 1 3/4" METAL METAL 2 1 1 60 2 134E H (2) 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 21 22 23 134C Y 6'-0" x 9'-0" METAL METAL 4 30 31,32 - 60 2,7 134D Y 6'-0" x 9'-0" METAL METAL 4 30 31,32 - 60 2,7 135A J (2) 3'-0" x 9'-0" x 1 3/4" METAL METAL 2 1 1 60 2 135E H (2) 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 21 22 23 135C Y 8'-0" x 9'-0" STEEL METAL 4 30 31,32 - 60 2,7 135D Y 8'-0" x 9'-0" STEEL METAL 4 30 31,32 - 60 2,7 137 F 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 1 1 - 139 L (2) 3'-0" x 7'-6" CHAIN LINK METAL - - - CHAIN LINK 140 L (2) 3'-0" x 7'-6" CHAIN LINK METAL - - - CHAIN LINK 141 B 0 7'-4" x 8'-8" METAL METAL 4 18 19 20 7 141 C E 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 21 22 23 141D 0 8'-0" x W-8" METAL METAL 4 25 26 6-A3 7,8,10 141E 0 8'-0" x 8'-8" METAL METAL 4 25 26 6-A3 7,8,10 141F 0 8'-0" x 8'-8" METAL METAL 4 25 26 6-A3 7,8,10 142 E 3'-0" x 7'-0" x 1 3/4" HM HM 2 1 1 - 143 -M (2) 3'-0" x 7'-0" PLASTIC METAL 4 6 6 - 144 E 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 1 1 - 147 M 3'-0" x 7'--6" CHAIN LINK METAL - - - CHAIN LINK 148 E 3'-0" x 7'-0" x 1 3/4" HM HM 2 1 - 1 60 149 -M (2) 3'-0" x 9'-0" PLASTIC METAL 2 - 27 28 - 153 E 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 1 1 41 155A A 12'-0" x 8'-0" ALUM. ALUM. 1 3 4 11 7,12 155B E 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 21 22 23 156A L (2) 4'-0" x 9'-6" CHAIN LINK METAL POST 4 REF: SHEET A9 156E L (2) 4'-0" x 9'-6" CHAIN LINK METAL POST 4 REF: SHEET A9 156C L (2) 4'-0" x 9'-6" CHAIN LINK METAL POST 4 REF: SHEEP A9 157 E 3'-0" x 7'-0" x 1 3/4" HM HM 2 1 1 - 159 E 3'-0" x 7'-C" x 1 3/4" HM HM 2 301 R 3'-0" x 7'-0" ALUM. METAL 4 6 6 - 302 S (2) 3'-0" x 7'-0" ALUM. METAL 4 6 6 - 303 S (2) 3'-0" x 7'-0" ALUM. METAL 4 6 6 - 304 R 3'-0" x 7'-0" ALUM. METAL 4 6 6 - 307 -M (2) 3'-0" x 9'-0" PLASTIC METAL 4 6 6 - 308 R 3'-0" x 7'-0" ALUM. METAL 4 6 6 - 309 L (2) 3'-0" x 7'-6" CHAIN LINK CHAIN LINK - - - CHAIN LINK 310 Y 8'-0" x 9'-0" STEEL METAL 4 30 31,32 - 60 2,7 311 Y 8'-0" x 9'-0" STEEL METAL 4 30 31,32 - 60 2,7 312 -M (2) 3'-0" x 9'-0" ALUM. METAL 4 6 6 - 313 J (2) 3'-0" x 9'-0" N.M. H.M. 2 1 1 - 60 2 314 H (2) 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 21 22 23 315 F 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 1 1 - 317 0 6'-U" x 8'-8" METAL METAL 4 18 19 20 6,7 318 E 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 21 22 23 319 0 8'-0" x 8'-8" METAL METAL 4 25 26 7-A3 7,9,10 320 0 8'-0" x 8'-8" METAL METAL 4 25 26 7-A3 7,9,10 321 0 8'-0" x 8'-8" METAL METAL 4 25 26 7-A3 7,9,10 322 0 8'-0" x 8'-8" METAL METAL 4 25 26 7-A3 7,9,10 323 E 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 21 22 23 324 -M (2) 3'-0" x 7'-0" PLASTIC METAL 4 6 6 - 325 H (2) 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 21 22 23 326 Y 6'-0" x 9'-0" METAL METAL 4 30 31,32 - 60 2,7 327 Y 6'-O" x 9'-0" METAL METAL 4 30 31,32 - 60 2,7 ROOM FINISH SCHEDULE NO. ROOM NAME FLOOR BASE WALLS CEILING CEILING HT NOTES 100 EXISTING SALES AREA F1,F2,F7 81,B4,B5 W2,W10,W12 C1,C10 14'-0" 2 101 NEW SALES AREA F2, F5 B1,134,65 W2,W3,W10 C1 14'-0" 102 CART STORAGE F3 B4 W2,W3,W10 C6,C9 13°-6 103 VESTIBULE F10 84 W2,W3,W10 C5,C9 - 6 104 OTHER INCOME F10 B4 W2,W3,W10 C11 12'-6" 105 ELECTRICAL ROOM #3 F3 B4 W2,W3 C5 - 106 JANITOR F3 B4 W2,W3 C5 - 107 MEN F4 B2 W4,W13 C6,C9 108 WOMEN F4 B2 W4,W13 C6,C9 9'-0" 109 CORRIDOR F3 B4 W2,W3 C5 - 110 COURTESY DESK F2 B1,B5 W2,W9,W10 C1 10'-0" 111 RETURN STORAGE F2 B5 W2,W8,W9,W10 C1 10'-0" 112 CASH F2 B1 W2,W10 C6,C9 9'-0" 113 COUNTING F2 B1 W2,W10 C6,C9 9'-O" 114 PORTRAIT STUDIO F1 B1 W2,W11 C1 10'-0" 8,9 115 ELECTRICAL ROOM #2 F3 84 W2,W3 C5 - 116 LOSS PREVENTION F2 B1 W2,W3,W10 C6,C9 9'-0" 117 LOSS PREVENTION CLOSET F3 84 W2,W3 C6 9'-0" 118 VESTIBULE F10 B4 W2,W3,W10 C5,C9 - 6 119 OTHER INCOME F10 B4 W2,W3,W10 C11 12'-6" 120 CART STORAGE F3 B4 W2,W3,W10 C6,C9 13'-6" 121 ALCOVE F3 B7 W2,W8 C5 - 122 CORRIDOR F3 B7 W2,W3,W8 C5 - 123 HALLWAY F3 B7 W2,W3,W5,W8 C5 - 124 ELECTRICAL ROOM #1 F7 B4 W3,W6,W12 C5 - 5 125 BREAKROOM F2 B1 W2,W10 C1 9'-0" 126 SMOKER'S BREAKROOM F2 B1 W2,W10 C1 9'-0" 127 UPC/MERCHANDISING F2 B1 W2,W10 C1 9'-O'° 128 PHARMACY RECORDS F3 B4 W7 C6 12'-0" 129 MANAGEMENT F2 81 W2,W10 C1 10'-0" 130 TRAINING ROOM F2 B1 W2,W10 C1 9'-0" 131 MEN F4 B2 W4,W13 C6,C9 9'-0" 132 WOMEN F4 82 W4,W13 C6,C9 9'-0" 133 SECURITY F3 B4 W2,W3 C5 - 134 CORRIDOR F3 B7 W2,W3,W8 C5 - 135 CORRIDOR F3 B7 W2,W3,W8 C5 - 136 CUSTOMER SERVICE F2 B1,B5 W2,W10 C1 10'-0" 137 LAYAWAY F2 B1 W2,W10 C1 10'-0" 138 JANITOR F3 84 W2,W4,W8 C5 - 139 FIXTURES F3 B4 W2,W3,W5 C5 - 140 CLAIMS F3 B4 W2,W3,W5 C5 - 141 STOCKROOM F3 B3,B4,B7 W2,W3 C5 - 142 PHOTO STORAGE F3 B4 W2 C6 12'-0" 143 ALCOVE F3 B7 W2,W8 C5 - 144 STORAGE F3 B4 W2,W3 C1 10'-0" 146 ALCOVE F2 B5 W2,W4,W10 C1 10'-0" 147 SPRINKLER ROOM F3 B4 W2,W3,W5 C5 - 148 GUN ROOM F3 B4 W7 C8 8'-0" 149 ALCOVE F3 B7 W2,W8 C5 - 151 ALCOVE F2 B5 W2,W11 C6,C9 9'-2" 152 ALCOVE F2 B5 W2,W 11 C6,C9 9'-2" 153 FAMILY TOILET F4 B2 W4,W13 C6,C9 9'-0" 155 SEASONAL SHOP F3 B1,B4 W3,W10 C5,C9 - 2 157 CLOSET F3 84 W2,W3 C6 12'-0" 2 159 ELECTRICAL/COMMUNICATIONS F3 B4 W2,W3 C1 8'-0" BT1 BANK F3 84 W2 C5 - RE: 1-CD1 Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 AMERICANA BOULEVARD U.S. HIGHWAY 17 Sc 92 ROOM FINISH SCHEDULE KEY F1 CARPET (FURNISHED & INSTALLED W1 GLASS (INFILL PANEL) C1 2x4 SUSPENDED ACOUSTICAL TYPE I BY WAL-MART U.N.O.) W2 GYPSUM BOARD C2 2x4 SUSPENDED ACOUSTICAL TYPE II F2 RESILIENT TILE/ FEATURE TILE W3 EXPOSED MASONRY OR CONCRETE C3 2x4 SUSPENDED ACOUSTICAL TYPE III F3 EXPOSED CONCRETE W4 F.R.P. C4 NOT USED WAL*MART STORES INC. F4 CERAMIC TILE W5 CHAIN LINK C5 EXPOSED STRUCTURE SAM M. WALTON DEVELOPMENT COMPLEX F5 ENTRANCE TILE W6 WIRE MESH C6 GYPSUM BOARD 2001 SE 1OTH STREET F6 PAINT W7 PLYWOOD C7 VINYL FACED GYP. BD. BENTONVILLE, AR 72712-6489 F7 EXISTING TO REMAIN W8 48" HT. 1/2" PLYWOOD WAINSCOT C8 PLYWOOD F8 FLOOR MATS AND FRAMES W/ CHAMFERED TOP EDGE AT GYP. C9 PAINT F9 EXPOSED CONCRETE (NOT SEALED) BD. & WIRE MESH WALLS ONLY C10 EXISTING TO REMAIN F10 COLORED TEXTURED CONCRETE WITH W9 PLASTIC LAMINATE WAINSCOT C11 METAL SOFFIT PANELS 24"x24" IMPRINTED PATTERN W10 PAINT C12 EXISTING GRID TO REMAIN - PROVIDE F11 SPECIAL COATING W11 WALL COVERING NEW TYPE I ACOUSTICAL PANELS Sheet Contents: W12 EXISTING TO REMAIN B1 RESILIENT W13 CERAMIC TILE DOOR 8c ROOM FINISH SCHEDULE`. B2 CERAMIC TILE W14 NOT USED B3 24" HT. 1/2" PLY'v'd0OD W/ CHAMFERED W15 EXPOSED METAL STUDS TOP EDGE AT GYP. BD. WALLS ONLY W16 CARPET (FURNISHED & INSTALLED B4 NONE BY WAL-MART) B5 6" PLASTIC BASE B6 EXISTING TO REMAIN B7 2"xB" WOOD BASE GENERAL NOTES A. CONTRACTOR SHALL SEAL ALL WALL PENETRATIONS. 192-NVEST B. REPLACE ANY/ALL FLOOR, WALL OR CEILING FINISHES DAMAGED AS A RESULT OF DEMOLITION. MATCH EXISTING ADJACENT FINISHES. Drawn By: C. PATCH, REPAIR, REFINISH AND MAKE READY ALL EXISTING GYP. BD. SURFACES WHICH ARE DAMAGED IN ANY WAY PRIOR TO APPLICATION OF OF PAINT OR WALLCOVERING. Checked By: Revisions: ROOM FINISH NOTES 1. 4'-0" HIGH X 4'-O" WIDE FRP PANEL WAINSCOT BEHIND MOP SINK ON GYP. BD, WALLS ONLY. PROVIDE J-MOLD TRIM @ ALL EDGES. 2. INSTALL RESILIENT BASE 8'-0" EACH SIDE OF DOORS & OPENINGS. 3. PROVIDE 4'-0" HIGH 1/2" PLYWOOD WAINSCOT WITH CHAMFERED TOP EDGE AT GYP. BD. OR WIRE MESH PARTITIONS ONLY. 4, PROVIDE 2'-0' HIGH 1/2- PLYWOOD BASE WITH CHAMFERED TOP EDGE AT GYP. BD. PARTITIONS ONLY. 5. PLYWOOD TO 10'-0" HT. 6. PAINT METAL ROOF DECK & EXPOSED ROOF STRUCTURE P-7 WHITE. 7. SPECIAL CONCRETE FINISH (AT TLE) 8. VINYL WALLCOVERING TO BE ORDERED (PREPAID BY PCA) AND INSTALLED BY CONTRACTOR ON ALL WALLS. TYPE: BREWSTER WALLCOVERING- PATTERN #PCA-2402. TO ORDER, CALL 1-800-366-1701 (OR 1-617-963-4800), CONTACT TINA MANLEY AT EXT. #7328 OR ROBIN MARKS AT EXT. #7134. CONTRACTOR TO PROVIDE CLEAR CORNER GUARDS AT FRONT ENTRANCE OUTSIDE CORNERS. (PORTRAIT STUDIO) r 9. CARPET TO BE FURNISHED AND INSTALLED BY WAL*MART (PREPAID BY PCA). CONTRACTOR SHALL PROVIDE 4" HIGH RESILIENT COVE BASE, COLOR: BLACK. (PORTRAIT STUDIO) DOOR NOTES 1. NOT USED. 8. EDGE -OF -DOCK LEVELER REQUIRED 2. AUTOMATIC CLOSING DEVICE (INCLUDES CLOSING DEVICE, HOLD OPEN 9. DOCK LEVELER REQUIRED MECHANISM &SMOKE DETECTORS), IF REQUIRED BY LOCAL JURISDICTION, LIFT CLEARANCE TRACKS (VERIFY WITH DOOR SUPPLIER). 10, INSTALL HIGH CLOSING DEVICE TO FIRE ALARM SYSTEM, Project Number: 9 9127 CONNECT AUTOMATIC 11. PAINT DOOR &FRAME P-6 (GREY) ON INTERIOR (TENANT SPACE) SIDE. 3. REPLACE DOORS, FRAME, AND HARDWARE; SIZE FOR EXISTING OPENING. 12. SIGNAGE: PROVIDE 1" HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND. Date: 03 OCTOBF-R 2000 4. NOT USED. TEXT TO READ: "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" 5. NEW DOOR -EXISTING FRAME -RELOCATED 13. SIZE NEW DOORS AND FRAME TO FIT IN EXISTING MASONRY OPENING (V.I.F.) 6. PROVIDE FLEXIBLE STRIP DOOR. 14. N.M. FRAME HEAD &CENTER MULLION TO BE 2" WIDE. ' 7. OWNER FURNISHED AND INSTALLED. NOTE: REFER TO SHEETS HC1, PH1, TS1, VC1 (IF APPLICABLE), GROCERY A7 ARCHITECTURAL, SB1 OR MCDONALD'S SHEETS (IF APPLICABLE) FOR ADDITIONAL DOOR AND ROOM FINISH INFORMATION. Copyright CUSP. ACOUS. CEILING SYSTEEXTEND FRAMING TO ROOF M DECK ABOVE, SIMILAR TO 1 OR 2-A6.1 AS APPLICABLE 1/2" GYP. BD. ON 6" METAL STUDS SMOOTH CMU GROUT FILLED CMU LINTEL RE: STRUCT. OVERHEAD COILING �,;:. r� �� LINTEL: COUNTER DOOR i--� (2) 8" 18 GA. EQUIPMENT ENCLOSURE METAL C-JOISTS W/ • 6" METAL RUNNERS SEALANT BOTH TOP & BOTTOMS SIDES TYP. i HOLLOW METAL I FRAME 109'-0" I CORNER B (TYPICAL) EAD CUSTOMER SIDE SERVICE SIDE 1916 - loop 5/8" PLYWD. CAP ON 5/8" 2x4 WD. BLKG. ON TYPE 'X' 6" MTL. GYP. STUDS BD. ---3 5�8" METAL STUD .I I: �+ BRA ING @ 48" O.C., i SIMILAR TO 1 OR 3-A6.1 6" 20 GA. MTL. STUDS 9" AT CMU- •I i' AS APPLICABLE @ 24" O.C.-ANCHOR TO REF. PLAN ,I I 6" SUSP. ACOUS. CEILING SYSTEM WALL STUDS I 6" 20 GA. MTL. I I; AIR CURTA STEEL CH/ I I REF. STRU CL_G. HT. STUD BOX BEAM I I.. :I I` o OVERHEAD AS SCHED. HEADER EACH SIDE 5/8" TYPE 'X' 9 5/8r, :1 I i - DOOR TRA GYP. BD. I 4 1/4" I I' REF. STRU + +► 5/8" 4 1/4°5 3 8" 5 3 8" 6" 20 GA. CONT. 2x WOOD PLYWD. f CLEAR - --- -- CLEAR -- - I+ +I -- TRACK @ CONDITION, BLOCKING FACING r? VINYL WEA CHAIN CLOSURE TRACK CHAIN CLOSURE HEAD 6 HEAD @ CHAIN CLOSURE 42 1 1 /2"=1'-0" 1 1 /2"=1'-0" COILING COUNTER DOOR TRACK — SMOOTH CMU- GROUT CELL FULL (RE: STRUCT.)U4- rEXP. BOLT ANCHOR SEALANT BOTH SIDES TYP. JAMB ANCHOR HOLLOW METAL FRAME OVERHEAD FIRE RATED COILING DOOR CUSTOMER SIDE I SERVICE SIDE JAMB 43 1 1/2"=1'-0„ NOTE: CHAIN CLOSURE & HARDWARE FURNISHED BY WAL-MART & INSTALLED BY CONTRACTOR CORNER BEAD (TYPICAL)--� -1/2" GYP. BD. CHAIN CLOSURE LOCKING STRIKE AT CHAIN WOOD CLOSURE BLOCKING 1/2" GYP. BD. ON 6" MTL. STUDS �7 JAMB @ CHAIN CLOSURE 1 1/2=1-0 OVERHEAD FIRE RATE 1'-8 1/2" AT 10'-0" OPENING COILING COUNTER DOOR & FRAME I 1'-4" AT 14'-0" OPENING 1/2" GYP. BD. ON HOLLOW METAL I FRAME 6" MTL. STUDS I SEALANT BOTH -------,I WOOD BLOCKING SIDES TYP. "'' 4" MASONRY CAP `D BLOCK SILL 4" SMOOTH CMU 'i Q 00 CHAIN CLOSURE PRE-FAB, POCKET BY CHAIN CLOSURE MFR. CUSTOMER SIDE SERVICE SIDE SILL 3� JAMB CHAIN CLOSURE 44 1 1/2 =1 -0 1 1/2"=1'-O" FIXED GLASS WINDO 5/8"x5/8" APPLIED STOP 2'-7 11/4" 3 LAYERS 3/4" PLYWD. 3 LAYERS 1/2" TYPE 'X' GLUED & SCREWED GYP. BD. ON 2 LAYERS WITH #10 SCREWS- 5/8" TYPE 'X' GYP. BD. 1 ALL SCREWS INTO MTL. on OVERHEAD STUDS DOOR TRACK SECTIONAL H EAD PROVIDED BY OWNER H EAD 3 0 1"=1'-0" 9" AT CMU- 24 3/4"=1'-0tr 5/8" TYPE 'X' GYP. BD. REF. PLAN ON 6" MTL. STUDS VINYL WEATu�o CTDfD 7" 1 9 5/8" METAL DOC DOORS 102 & 120 ONLY _ o _ 2C.M.U. LINTEL REF. STRUCTURAL oc 0 o' o I 1'-6" CLEAR 1 LINTEL SCHED. Ci �i (DOOR AS I DOCK SEAL o t (SCHED[ 4"X4"X1 /4" W/ w 4"x1 /4" 0 H.S.A. C.) U 0 16"O.C. IN i 't i 2'-7 1 4' MORTAR JOINTS oc N N cc CORNER 1/4" GI�ARD- RIEF. CHAMFER I I OVERHEAD SECTIONAL DOOR 13-A5.1- CORRIDORS P. @ I I STOKRMS. I„ 4' H. 1 /21 PLYWi�. (& WAINSCOTf- TYP. AT JAMB CORRIDORS & STOCKRMS. HEAD 31 2 5 1"=1'-0" VERIFY STUD HEIGHT A.F.F. AT 1"=1'-0" EACH JAMB & CENTER OF NEW C.M.U. OPENING TO ENSURE LEVEL HEIGHT 2'-7 1/4" I I GROUT FILLED CELLS 1 1'-11 5/8" 1 1 1'11 5/8" I W/ CONT. REINF. BARS - REF. STRUCTURAL I I L R I I 3 5/8" MTL . STUD I 1 /4" CHAM �R DOCK SEAL L4"X4"X1 /4" W/ 00 4%1 /4" 0 H.S.A. �, 9 5/8" MORTAR JOINTS 9" AT CMU- ' DOCK LEVELER BELOW --- CORNER GUARD- REF. REF. PLAN SECTIONAL OVERHEAD DOOR 13-A5.1- TYP. AT VINYL WEATHERSTRIP CORRIDORS & STOCKRMS. 2' H. 1/2" PLYWD. \ BASE AT STOCKRM. 1 4' H. 1/2" PLYWD. WAINSCOT- TYP. AT 5/8" TYPE "X" CORRIDORS & STOCKRMS. GYP. BD. ON JAM B 6" MTL. STUDS JAM B SILL 32 1"=1'-0" 26 1r,=1' 2 11o=1' 1/2" GYP. BD EXISTING 12" C.M.U. GYP. BD. FURRIN 5/8" X 6" WIDE GYP BD SAWCUT NEW OPENING WHERE SHOWN ON PLAN STRIP AT PERIMETER OF C.M.U. LINTEL; REFER HM FRAME ON GYP BD NEW 4X8X16 C.M.U. TO STRUCTURAL PARTITION ONLY GROUT FILL LINTEL SCHED. 6" METAL STUD (2) 4 5 x 5 x 3/8" f' SEALANT DOUBLE STUDS x OPENING LENGTH TYP. @JAMBS � + 8" MIN. BEARING EA. SIDE EACH SIDE- REF. DOOR & FRAME STRUCTURAL `-' AS SCHEDULED _�_ - DRIP CAP � AT DOOR NO. 317 ONLY, MOUNT FLEXIBLE STRIP DOOR INSIDE OVERHEAD DOOR - EXTEND 1'-0" BEYOND O.H. DOOR WIDTH. RETURN TO WALL AT ENDS. BRUSH WITH ALUMINUM HOLDER ON BOND BREAKER OVERHEAD DOOR TRACK C.M.U. LINTEL REF. STRUCTURAL J_�-� LINTEL SCHED. VINYL WEATHER STRIP L 4"X4"X 1 /4" W/ 4"x 1 /4" O H.S.A. @ 16" O.C. IN MORTAR JOINTS SECTIONAL OVERHEAD DOOR 1 g H EAD 111=1 -0 NEW C.M.U. GROUT FILLED CELLS W/ CONT. REINF. BARS - REF. STRUCTURAL L 4"X4"X 1 /4" W/ 4"x1/4"O H.S.A. @ 16" O.C. IN MORTAR JOINTS ' ECTIONAL OVERHEAD DOOR VINYL WEATHERSTRIP I n JAMB NEW C.M.U. WALL BEYOND SECTIONAL OVERHEAD DO REF. STRUCTL M WIRE MESH METAL STU[ DOUBLE ST 1X1 1/2 N DOOR STOF 1X2 WOOD PLYWOOD C EACH SIDE WIRE MESH 2X4 WOOD 12 JAMB E.I F S. ON CONT. 2x WOOD 142° GYP. BLOCKING S LATHING ON 6" MTL. STUDS @ 16 O.C. M SEALANT ON BACKER ROD 1 RECEPTOR CHANNEL ALUMINUM FRAME ALUMINUM DOOR WITH 1/4" TEMPERED GLASS TYP. 1 HEAD 3"=1'-0" CMU BE 1/4" TE GLASS T ALUMINU FRAME 4 1/2" FINISH PER ROOM FINISH SCHEDULE STUD FRAMING "J" MOLDING (TYP.) C5 X 63W @ 3 5/8" STUD WALL, C7 X 9.8 @ 6" STUD WALL - WELDED, MITERED & GROUND SMOOTH W/ 4 EQ. SPACED ANCHORS PER JAMB ANCHOR TO FLOOR W/ 3"X3"X3/16"XO'-3" CLIP W/ 3/8 EXP. BOLT DOOR AS SCHEDULED 6 JAMB HEAD SIMILAR 111=11-0 CORNER GUARD` WAINSCOT AS VARI€S (SEE PARTITION TYPE) SCHEDULED I • 6" METAL STUDS OR GREATER WIDTH SEALANT EA. SIDE I '' HM FRAME _ N '— HM DOOR 3 JAMB ANCHORS PER JAMB 5 /4" 6" OR MORE METAL STUDS HEAD SIMILAR WAINSCOT AS SCHEDULED VARI S (€ SEE PARTITION TYPE)) FINISH PER ROOM FINISH NEW PARTITION SCHEDULE TYPE 2"X4" FURRING 4,1 3 5/8" METAL STUDS 6" METAL STUDS "J" MOLDING (TYP.) SEALANT EA. SIDE i HM FRAME C8 X 11.5 W/4 EQ. SPACED N 1"X1/16"X3" STRAP •1 1 /8" ANCHORS PER JAMB HM DOOR DEFLECTION WELDED, MITERED, & SPACE GRIND SMOOTH 3 JAMB ANCHORS EXTERIOR ANCHOR TO FLOOR W/ PER JAMB 3"X3"X3/16"XO'-6" CLIP W/ (2) 3/8 EXP. BOLT - DOOR AS SCHEDULED ----______---- 5/8" METAL STUDS JAMB JAMB JAMBZHEAD S I M 4 1/2" / HEAD SIMILAR 3"=1'-0" CONT. WOOD BLOCKING 6" MTL. STUDS GYP. BOARD ----- :..----------- - SEE - CONT. BA( 1/2" GYP. BD. WOOD EA( BLOCKING F— CA SEALANT ON 6 MOTION BACKER ROD z RECEPTOR 1 Q DETECTOR EACH SIDE z CHANNEL DEI ACTIVATION CO APPROACH w o 2 1/8" 4 3/4" SP, SIDE - ALUMINUM of FRAME 0 ALUMINUM - OPERATOR AND---'' DOOR WITH ALUMINUM 1/4" TEMPERED HEADER GLASS TYP. AUTOMATIC SLIDING 4 1/2„ ENTRANCE DOOR JAM B H EAD (Exte.ri_ o r) 14 ALUMINUM STOREFRONT 8 3"=1'-0" 3"=1'-0" ALUM. BREAK METAL ON 4 1/2" 1/2" GYP. BD. ON 6'x20 GA. MTL STUD COL. 1 3/4" 7" ,,1/2" // P. LA4TEM GSS ALUMINUM L N DOOR WITH -- SHIM 1/4" TEMPERED d GLASS TYP. ALUMINUM FRAME ° EMERGENCY BREAKAWAY DOOR TRANSOM (Interior__, 2 3$$=1'-0)$ LINE OF 1/4" TEMP. I CMU CMU BELOW GLASS I I AT S L___ J SHOF TRAN MOTION DETECTOR 71 ACTIVATION ON APPROAC SIDE HOLLOW METAL FRAMs L I EMERGENCY- ALOPERATOR AND EXTERIOR DOORS I I DRIP CAP ONLY I BREAKAWAY I I GROUT FILLED 1" 5 3/ " 1 SEALANT W/ ` DOOR UMINUM /8" C/D PLYWOOD 1 I H.M. FRAME H.M. FRAME 1 5 3 4 I BACKER R0O , HEADER ON METAL STUDS _�-� I i i EA. SIDE ALUMINUM FRAME H.M. DOOR i BACKER ROD AND AUTOMATIC SLIDING EXTERIO I I CORRIDOR SIDE ROOM SIDE JOINTS I I H.M. DOOR I SHIM ENTRANCE DOOR I I 8 5/8" SEALANT EACH SIDE I SEALANT - BOTH SIDES { 8" SPLIT- ALUMINUM EMERGENCY Ell V11— FACE CMU STOREFRONT BREAKAWAY DOOR HEAD/JAMB/SILL HEAD/JAM B H EAD H EAD J A M B ALUMINUM STOREFRONT H EAD 7 5/8 H EAD AUTOMATC ENTRANCIE D `' 1 1/2"=1'-O" FIXED WINDOW 1 1/2" = 1'-0" 2 1"=1'-0" (AT NEW DOOR IN EXIST, CMU WALL) 21 1"=1'-0" 15 3"=1'-0" 3"=1'-0" 3"=1'-0" EXISTING 12" C.M.U. GYP. BD. FURRING 1/2" S VESTIBULE CORRIDOR SIDE FIXED GLASS WINDOW SPLIT -FACE CMU TOOTH NEW C.M.U. WHERE SHOWN ON PLAN INTERIOR SIDE INTERIOR SIDE 1/4" AT SEASONAL �4" IN HOLLOW METAL GYP. BD. 1/2 NEW C.M.U. 6" METAL FRAME REINF. BARS CONT. INTO EXISTING REINF. BARS CONTINUOUS Ij r EMERGENCY 24'-0" TOTAL FRAME WIDTH GUIDE RAIL 5/8" FIRE RATED STUDS IN GROUT FILLED REINFORCING BARS CONT. IN GROUT FILLED CELLS. 11 BREAKAWAY DOORS THRESHOLD BELO SHIM GYPSUM BOARD CELLS IN GROUT FILLED REF. STRUCTURAL 11 TREATED WOOD 1/4" TEMP. GLAZING 1/2" GYP. PLASTIC LAMINATE ON CELLS. REF. STRUCTURA r'_ II BLOCKING GLASS BOARD (2) LAYERS 3/4" A/C 1 4 • ' +' 4 x 4 x 1 BOARD INSULATION 4 x 4 x 1 BOARD INSULATION BLOCKING AT 3'-3" A.F.F. PLYWOOD SMOOTH CMU BLOCKING AT 3'-3" A.F.F. , . TO CENTER OF BLOCKING : _ . CN 2x F.R. 2 ADJUSTABLE MASON Y TO CENTER OF BLOCKING MASTIC INTO PLACE I - -- - _ - ------ TREATED ANCHORS PER JAMB MASTIC INTO PLACE ' •• BOTH JAMBS WOOD ` BOTH JAMBS a J� — DOOR & FRAME FURRING ¢ I I SEALANT oo -i.a 1 /2"x2" OAK TRIM N I I EA. SIDE .' [' a• ' N 3 ADJUSTABLE MASONRY n o 0 0 AS SCHEDULED FLUSH W/ SURFACE, I I 3 ADJUSTABLE MASONRY 1" 3/4" ANCHORS PER JAMB 1" 5 3/4" SHIM " OO MERGENCY 3 1/2" w EMERGENCY ANCHORS PER JAMB BREAKAWAY DOOR BREAKAWAY DOOR RADIUS EXPOSED �, I I GROUT FILLED GROUT FILLED 1 4TEMP. GLASS CORNERS GROUT FILLED " ALUMINUM FRAME H.M. FRAME H.M. FRAME CMU WALL- ALUMINUM FRAME / EXT. FACE OF I I H.M. FRAME U GROUT CELLS .::• BACKER ROD AND BACKER ROD AND AT SEASONAL 5/8" C/D PLYWOOD I I DOOR & FRAME H.M. DOOR H.M. DOOR FULL SEALANT - BOTH SEALANT - BOTH ON METAL STUDS SIDES SIDES SMOOTH CMU SUF i i AS SCHEDULED 8 5/8" SEALANT EACH SIDE SEALANT EXTERIOR SIDE EXTERIOR SIDE EXTERIOR SIDE CENTER MULLION AT EA. SIDE CENTER MULLION AT HEAD SILL J A M g DOOR TYPE H DOOR TYPE H AUTOMATIC SLIDING JAMB AUTOMATIC SLIDING JAMB AUTOMATIC D JAM B JAM B 1 6 JAM B ENTRANCE DOORS 1 0 ENTRANCE DOORS 4 46 1 1/2" = 1'-0" 40 1 1/2"=1'-0" 34 1 1/2" - 28 1"=1'-0" (AT NEW DOOR IN EXIST. CMU WALL) 22 1"=1' r- " - 1 -O " 5 3/4" " 5 3/4° 3 =1 -0 3 -1 0 3 -1 0 H.M. DOOR & FRAME - I I I 3 1/8 4 1/2 1/4" TEMP. GLASS 4 1 2' 1/4" TEMP. GLASS 1 2 IT CORRIDOR SIDE 6" METAL A AUTOMATIC SLIDING AUTOMATIC SLIDING CUT OPENING AND TOOTH -IN ENTRANCE DOOR ENTRANCE DOOR STUDS @ DOOR FRAME BEYOND MASONRY JAMBS TO MATCH 5/8" FIRE RATED 24" O.C. EXIST. H.M. DOOR & FRAME ALUMINUM & GLASS DOOR— -,EMERGENCY EMERGENCY GYPSUM BOARD BREAKAWAY DOOR BREAKAWAY DOOR DOOR & FRAME 7 THRESHOLD SET AS SCHED. Q DOOR AS SCHEDULED IN SEALANT WEATHERSTRIPPING WEATHERSTRIPPING COLORR D EXTERIOR SIDE VESTIBULE SIDE VESTIBULE SIDE SALES CUJ CONC. SLAB ALUMINUM REMOVE FIRST COURSE OF THRESHOLD SET THRESHOLD SET REF. STRUCT. SMOOTH HAND- CRASH BARS GROUT FILLED C.M.U. FOR EXIST. ONC, IN SEALANT IN SEALANT TROWELED SLAB GUIDE RAIL FINISH CONCRETE {NFILL-- F OOR LAB STEEL REINF. 4" SMOOTH ALUMINUM THRESHOLD A�SET NT ALUMINUM THRESHOLD / VING REFER STSTEEL IRUCTURAL RE: STRUCTURAL CRASH BARS OOLED JOINT TO MATCH ENT .. CONC. WALK PA It I :- WITH 1 /2" _ _ _ _ _ _ _ _ - IMPRINT PATTERN JOINTTILE MAXIMUM HEIGHT ----- 4-�� <: — . d -- " ' I a4 ' d • -- a •' GUIDE RAIL 5 THRESHOLD SET •" ' CONCRETE FLATWORK ° i 4 ♦ IN SEALANT COLORED TEXTURED CONC. REINFORCING BARS a ; CONCRETE FLATWORK 1 (24"x24" IMPRINT PATTERN) EPDXY SET INTO EXIST. I I TOOLED JT. LAB- REF. STRUCT. A 2x2x1/4"x4'-0 CONT. F.R. TREATED VINYL COMP. TILE CE AMIC ILL SLAB, MIN. 6" CONCRETE FLOOR SLAB 9 CONCRETE FLOOR SLAB I TO MATCH FIN. FLR. ANCHOR W/ FLAT HEAD 2x WOOD HORIZ. I 4 i IMPRINT 1" COUNTER SUNK SCREWS FURRING, REF. WALL 1' I PATTERN JT. FACE OF DOOR 43" 4" SMOOTH 4" SMOOTH @ 1'-0" O.C., SECT. 5-A6.1 FOR EXIST. FOUNDATION WALL CMU FOUNDATION- CMU FOUNDATION- FRAME FACE OF DOOR STAGGER EA. FACE REQUIRED HEIGHTS A.F.F. TO REMAIN REFER STRUCTURAL REFER STRUCTURALli� FRAME JAMB THRESHOLD THRESHOLD THRESHOLD THRESHOLD THRESHOLD THRESHOLD THRESHOLD 47 1 1/2" = 1'-0" 41 3"=1'-0" TOILET DOOR 35 1 '=1'-0 ° 29 1 "=1'-0" (AT NEW DOOR IN EXIST. EXT. WALL) 23 1 "=1'-0" 17 1 "=1'-0" 1 1 3"=1'-0" AUTOMATIC SLIDING ENTRANCE DOOR 5 3"=1'-0" AUTOMATIC SLIDING ENTRANC VD Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 AR A • SANFORD, FL AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 1OTH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: DOOR DETAILS 192—NVEST Drawn By: Checked By: ; Revisions: Project Number: 99127 Date: 03 OCTOBER 2000 A8 Copyright C 17.1 15.3 15 14 13 GLAZED ROOF SYSTEM ---, GLAZED SIDING SYSTEM T.O. 1 13,-0" SKIRT 111'-0" BOTTOM OF SKIRT FIN. FLR 100'-0" PR. 4'-0"x FENCE HEIGHT CHAIN LINK CHAIN LINK FENCE W/WIND SCREEN GATES W/ PANIC HARDWARE. REF: 7—A9.1 SIDE ELEVATION 7 1/16"=V-0" 122' —0" T.O.M. SIDE ELEVATION Z+ 1/16"=1'-0" T B GLAZED SIDING SYSTEM GLAZED ROOF 9—A9.1 O.H SYSTEM 122'-0 T.O.M. T.O. SKIRT 1 13,-0" Y 11 V-0" BOTTOM OF SKIRT FIN. FLR 100'-0" SIDE ELEVATION -GLAZED CANOPY 0 1/16"=1'—O" "I lr, 11' LIIV(\ FENCE W/ WIND SCREEN FRONT ELEVATION GENERAL NOTES 1. SHADE CLOTH FABRIC, WIND SCREEN FABRIC, ALUMINUM TRUSSES, BRIDGING, BRIDGING CONNECTORS, BOLTS AND NYLON CORD TO BE FURNISHED BY WAL—MART AND INSTALLED BY GENERAL CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST ARISING WHEN REPLACEMENT MATERIAL MUST BE RESHIPPED DUE TO LOSS OR DAMAGE ON THE JOB SITE AFTER ACCEPTANCE OF ORIGINAL SHIPMENT. 2. SHADE CLOTH FABRIC HAS A FLAME SPREAD CLASSIFICATION OF 1, (0-25 FLAME SPREAD INDEX). 3. ALL INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD/CMU UNLESS INDICATED OTHERWISE. 4. CONTRACTOR SHALL FIELD MODIFY ALL 1 " ALUMINUM TRUSSES AS REQUIRED TO CONFORM WITH GARDEN CENTER LAYOUT. 5. REFER TO 1—SP1 FOR CONTROL AND EXPANSION JOINT LOCATIONS AT GARDEN CENTER CONCRETE SLAB. 6. ALL EXTERIOR CONC. SLABS SHALL BE SUPPORTED ON 12' OF TYPE II AGGREGATE BASE. 7. ALL EXTERIOR CONCRETE TO HAVE TYPE V ASTM C-150 CEMENT. R EF: 7 —A9.1 17.1 SHEET STEEL GUTTER PAINT P-1 aj D.S. TYP. PAI T P-1 122'-0" _ T.O.M. I Oa i 00 FIN. FLR SPLIT FACE CMU SMOOTH CMU 100'-0" PAINT P-1 ABOVE BAND BAND, PAINT P-4 REAR ELEUATI 0 N 1/16"=1'-0" PAINT P-2 BELOW BAND 17.1 15.3 15 14 13 3—A9 Ln 15513 I I I I I CD.7)-- 00 @D2 I d- I I I I I I ! N I I v I C.4 I C.2 d- N :B:.7) `ii :B.6 N I N N B.2 B.1 I B A.8 SEA ONAL SHOP 155 PROVIDE 12'-0" V IDE X 9'-4" HIGH - �- MASONRY OPENING IiLp I i RE: STRUCT. FOR LINTELHRESHOLD (T4) LOSET IN oTHRESHOLD TO BE I STALLED JUST I PRIOR TO POSSESSION, VERFY 157ILF_NGHT & LOCATION IWIHT WAL-MART -8� CONSTRUCTION MGR. 157 I- VI I I I 155 71 CD o 17 '-10" 12'-0 1 2" o � II 156A I II - II _ ' " ------EXISTING C M U co— — — — — — — — — — — — II , WALL TO REMAIN o I III I II o Ii I I n i C> I u II------ - - - - - - - - 4- --II------ ------- II oC u — I — — I — I i I t o —(__ _ .... I o CV O Iill— I IT I I I I-0, ( I 156C ----------------------------Ijljl I l I I I I � I -----T-------p----- T- o I CD I!; GARDEN CENTER °I I 1-A2 I CD156N- G) d CV II I I I CD I I I I I Q 00, I II I d ¢ --SCOPE-SCABS -SL�OPESLAB-- - CORE-SL�CB- -SLOPE SLAB--�I� ---I----------------I-----� -�� - o ---- i �� FOR PO FOR POSITIVE I OR POSITIVE FOR POSITIVE II ; ; GAO D E N C t N T E R I `" - I 111 DRAINAGE DRAINAGE I RAI AGE DRAINAGE II Q I `fl /\ N o aj ' I 156 i o I - 13-A9.1 6-A9.1 1111-------�-------- I -- T--¢-----------}-----I + o I° j III I I I I co l Q O it I it I I I I I l - N cD l C" o II I III I I I I CD�u) ( II I- - III I I i i - I i� - I - A. I CD o �II iii 156 i i i i N CD I I lu —a---o- --o o--- E.J. C.J. C.J. C.J. C.J. BA °O \� 6'-6"1 6'-0" 6'-0" 6 -0" 6'-0" 6'-0" 6'-0" 6'-0 6' 0" 6'-0" 6'-0" 10'-0" '-0 6'-0" '-0" 6'-0" 6'-0" C-O" 6'-0" 6' 0" 6' ' 6'-0" 6'4' IAl 2 - » 12'-0" 12" 0" 12'-0" 12`-0' 12'_0" 12'-!)" 12'-0" 12'-0" 712' 0" 12'-0" 9,_111 I R „ I ,15-A9 I <t IEL-0 0 PLAN ------t- 38- � ----- ----�---38�-1------- --- ,------------ o - t- - -- ----- ------- 1/1 6"=1 '-0" Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 SUPERCEMER EXPANSION STORE# 857 SANFOR"D, FL AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 1OTH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: GARDEN CENTER PLAN 192—NVEST Drawn By: Checked By: Revisions: Project Number: 99127' Date: 03 OCTOBER 20:Q0. A9 Copyright Ee SURFACE 1/8" X 1 1/2" DEEP MOUNTED REGLET SAWCUT — GA. GALVANIZED 20 GA. GALV. FLASHING NOTE: FLASHING WILL HAVE TO BE NOTCHED POLYCARBONATE PANEL ABOVE F20 LASHING SCREW TEK #14x1 1/2 UNDER GUTTER CAULK BETWEEN FLASHING z< DOOR CHAIN LINK STANDARD GUTTER W/1" NEO W PTN. AND STORE BUILDING CANOPY FENCING 1/2" THRU BOLT 1004-7038 Ca? 1 -0 O.C. MASONRY ANCHOR WITH STRUCTURE TACK WELD ON SCREW TEK #14x1 HX NEOPRENE WASHER 1'-O" O.C. EXTERIOR SIDE W HD Z PTN. 1004-703 7'-2 1/4"� U SHIM WITH 4"X 1'-4" PROTECTION EA. PURLIN 20 GA. GALV. FLASHING ABOVE = SEALANT EACH PLATE SEALANT PAVING SIDE n2 X 2 X 1 4" ANGLE / 101E,=— 8mm TWINWALL MAIN BUILDING SCREW TEK 14x1 HX # DRIP CAP AT EXTERIOR WEATHERSTRIPPING WITH 1/2R THRU BOLT AL THERMAGLASS W HD Z ©1'-O" O.C. DOOR AND FRAME PANIC EXIT HARDWARE BOTTOM CHANNEL COLUMN EXTERIOR PTN, 0001-6017 ROOF PURLIN 3 X 3 X 1 /4A 1 1 X 1 -4' 8" JAMB ANGLE TRUSS TOP CHORD POST STD GUTTER AND 8 H EAD GATE DETAIL FLASHING AT WALL ROOF TO WALL FLASHING DETAIL WALL FLASHING PLAN DETAIL 22 1 7 1 2 9 " '-D" 1 1/2A = 1'-0" ///, 22 1 1/2" = 1'-0" 1 1/21' = 1'-0" 1 1/2" = 1'-0" _ 1 FIXED POLYCARB PANEL ALIGN FRONT OF FRAME WITH POST/COLUMN 0 CD N z z w w w n- o0 11 = =111 c9 0 m � 00� ry N N 0o d I vi o' o 0 r) Cl w w � m z 0 U) 0 JAMB 0 EXTERIOR z- 1 1 1/2" = 1'-0" POST/COLUMN, SIZE OF COLUMN MAY VARY, ADJUST INTERMEDIATE POST TO MAINTAIN REQUIRED ROUGH OPENING SEALANT (BOTH SIDES) SHIM HOLLOW METAL DOOR & FRAME WEATHERSTRIP H.M. CENTER MULLION AT DOOR TYPE H :ISTING CMU WALL '2" 0 HILTI C-20 'OXY ANCHORS W/ ;REEN TUBE IN HOLLOW :LLS OR 1 /2" 0 _TI C-100 EPDXY ANCHOF GROUTED CELLS CING BAR X 2"X.125 ALUMN. BE UMINUM TRUSS MAIN POST ANCHOR CHAINLINK FABRIC TO TOP CHORD OF TRUSS TRUSS INTERMEDIATE RAIL INTERMEDIATE POST UMINUM MOUNTING 1 5 SECTION AT SIDE TRUSS ;ACKET 1 1/2" = 1'-0" BOLT STOP ASSEMBLY TO CENTER POST. MAINTAIN CLEARANCE BETWEEN BOLT AND GATE FRAME - - 5/16" FLAT STEEL PLATE AT GATE 4" DIA. CENTER POST - STOP ASSEMBLY: 3"x10"x1/4" FLAT STEEL PLATE W/ 3"x3"x1/4" PLATE EA. SIDE OF POST BOLT STEEL PLATE TO GATE FRAME 20 TRUSS CONNECTION DETAIL lb 1 1/2" = 1'-0" coi CHAIN LINK GATE 3" TYP. BOLT EACH STOP _ BOLT STOP ASSEMBLY 1 -- ASSEMBLY TO CENTER TO CENTER POST. --- POST W/2 BOLTS 1 /2"x 1 /4" STRIKER PLATE LENGTH MAINTAIN CLEARANCE AS REQUIRED TO SPAN BETWEEN STOP ASSEMBLY - _ =__ BETWEEN BOLT AND TOP & BOTTOM STOP ASSEMBLIES FLAT PLATE GATE FRAME STRIKER PLATE 4" DIA. CENTER POST 3x4x1/4 ANGLE TOP AND STOP ASSEMBLY =_ == BOTTOM OF STEEL PLATE STOP ASSEMBLY: TYP. EA. GATE 3"x 10"x 1 /4" FLAT STEEL PLATE W/ 3"x3"x1/4" PLATE EA. SIDE OF POST WELD ALL STEEL CONNECTIONS AT - -- STOP ASSEMBLY 7PL P LAN BOLT STEEL PLATE 7N TO GATE FRAME SECURE CHAIN LINK "TRANSOM" TO ADDITIONAL HORIZONTAL FENCE RAIL OR SHADE CLOTH SUPPORT TRUSS AS APPLICABLE 1 SINGLE GATE ELEVATION I I 1/2" = 1'-0" TOPOOF TOP OF RAIRAI L SHADE CLOTH FURNISHED BY ¢WAL-MART AND -NINSTALLED BY o CONTRACTOR15-A .1" TUBULAR TRUSSES AND ATTACHMENTS FURNISHED BY WAL-MART AND INSTALLED BY `r I CONTRACTOR I I I STANDARD CHAIN -LINK FENCE 0 oo o T ' cD I 4"0 STL POSTS ® TRUSS BEARING R I LOCATIONS W/ INTERMEDIATE 3" 0 STL POSTS I POSTS, SEE o I PLAN 1-A10 I LO CONTROL JOINT OR EXPANSION JOINT 6' AS NOTED ON 1-SP1 CONC. SLAB OF POST SHADE CLOTH FURNISHED BY WAL- MART AND INSTALLED BY --CONTRACTOR I \-�-1" TUBULAR TRUSSES I AND ATTACHMENTS FURNISHED BY WAL-MART AND INSTALLED BY CONTRACTOR I l STANDARD CHAIN -LINK I FENCE 4"0 STL POSTS TRUSS BEARING LOCATIONS W/ INTERMEDIATE 3" O STL POSTS, SEE PLAN 1-A10 CONTROL JOINT OR 1 EXPANSION JOINT AS NOTED ON 1-SP1 CONC. SLAB 4'-0" x 9'-6" SWINGING GATE EMERGENCY EXIT SIGNAGE LOCATED BY WAL-MART 4" 5/16" FLAT STEEL PLATE W/ 3"x4"x5/16" STEEL ANGLES (2) STOP ASSEMBLIES MOUNT PANIC HARDWARE TO STEEL PLATE 3/8" ACRYLIC SHEET- ATTACH TO FENCE POSTS & RAILS WITH 1 /4" SELF -TAPPING SCREWS & RUBBER WASHERS @ 1'-O" MAX. O.C. SHADE CLOTH FURNISHED BY WAL-MART AND INSTALLED BY OF POST CONTRACTOR 20-A9.1,/ O.H. LIGHT FIXTURE MOUNTED TO BOTTOM OF TRUSS REF. ELECTRICAL EXISTING CMU WALL 4" 0 POST TYP. SLOPE 1 % MIN. (2% MAX.) I g I SEAL ALL BACKER ROD & CV N JOINTS TYP. SEALANT---, Ll -SLAB TURN DOWN Z SIDEWALK/FINISH GRADE- z I I I I I I I I ® PIER TYP. III I�II REF. 1 O-SP2 III ( EACH POSTooz II I UJ_J FOR CONTINUATION o mz I "' a,� o I I #3 DOWELS EA. C°� I 2 Jam--#3 DOWELS EACH WAY 12"0 CONCRETE I PIER TYP. AT � WAY THRU POST �0 ow r,) L _ _ J THRU POST L- L _ _ J EACH POST END FENCE SECTION FENCE / TRUSS SECTION 2 1/2" = 1'-OA 1/2" = 1'-0" COL I a1Ee04 SOME DOUBLE GATE ELEVATION / 1/2„ = 1'-01, GIRTS PLAN DETAIL 0 FINISHED FLOOR ELEV. - 1000 COLUMN BEYOND, REF. STRUCTURAL ®����r�"�e CHAIN LINK GATE 5/16" FLAT STEEL PLATE AT GATE 3x4x1/4 ANGLE TOP AND BOTTOM OF STEEL PLATE TYP. EA. GATE 1/2"x1/4" STRIKER PLATE LENGTH AS REQUIRED TO SPAN BETWEEN TOP & BOTTOM STOP ASSEMBLIES �- 16 GA. GALVANIZED METAL CLOSURE FLAS­IINT, 1 CANOPY MFR. CONTINUOUS WHERE FENCE OC U ADJACENT TO CANOPY WALLS. 7 1/2" DOOR TRACK ATTACH TO COLUMN WITH 1 /4" LAG BOLTS----,_ I CANOPY COLUMN Cr I a �TERMED. CHAIN LINK NCOLUMN POST �s 4of CHAIN LINK ``' COLUMN POST I 1 PLAN DETAIL I ' I I 4" CONCRETE SLAB, —� CANOPY SECTION I1/2" = 1'-OA "TRANSOM" TO ADDITIONAL HORIZONTAL FENCE RAIL OR SECURE CHAIN LINK SHADE CLOTH SUPPORT TRUSS AS APPLICABLE PAIR OF 4'-0" x 9'-6" SWINGING GATES EMERGENCY EXIT SIGNAGE LOCATED BY WAL-MART r 4" 5/16" FLAT STEEL PLATE W/ 3"x4"x5/16" STEEL ANGLES MOUNT PANIC HARDWARE TO STEEL PLATE 3/8" ACRYLIC SHEET- ATTACH TO FENCE POSTS & RAILS WITH 1 /4" SELF -TAPPING SCREWS & RUBBER WASHERS @ 1'-0" MAX. O.C. 13 -0" 1 1 1'-0" OTTOM OF S I 15-A9.1 4 ° v 4 4 GENERAL NOTES 1. SHADE CLOTH FABRIC, WIND SCREEN FABRIC, ALUMINUM TRUSSES, BRIDGING, BRIDGING CONNECTORS, BOLTS AND NYLON CORD TO BE FURNISHED BY WAL-MART AND INSTALLED BY GENERAL CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST ARISING WHEN REPLACEMENT MATERIAL MUST BE RESHIPPED DUE TO LOSS OR DAMAGE ON THE JOB SITE AFTER ACCEPTANCE OF ORIGINAL SHIPMENT. 2. SHADE CLOTH FABRIC HAS A FLAME SPREAD CLASSIFICATION OF 1, (0-25 FLAME SPREAD INDEX). 3. ALL INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD/CMU UNLESS INDICATED OTHERWISE. 4. CONTRACTOR SHALL FIELD MODIFY ALL 1" ALUMINUM TRUSSES AS REQUIRED TO CONFORM WITH GARDEN CENTER LAYOUT. 5. REFER TO 1-SP1 FOR CONTROL AND EXPANSION JOINT LOCATIONS AT GARDEN CENTER CONCRETE SLAB. 6. ALL EXTERIOR CONC. SLABS SHALL BE SUPPORTED ON 12' OF TYPE 11 AGGREGATE BASE. 7. ALL EXTERIOR CONCRETE TO HAVE TYPE V ASTM C-150 CEMENT. Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 SANFORD, FL AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 1OTH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: GARDEN CENTER DETAILS 192—NVEST Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER 2000 Copyright ONCE A MONEY BAG IS PLACED IN THE DRAWER, THE LID CLOSED AND THE DRAWER IS PUSHED TO THE CASH ROOM SIDE OF THE WALL, THE SPRING LOADED ELBOW CABINET CATCH WILL I TUC' �r- 1 6" METAL STUDS RE: -A6.1 FOR I ATTACHMENT TO i STRIL CTURE I; I: 2'-6" i I i LINE OF WALL BEYOND If B IIIIIIIIIIIIIIIII D 6 P611 /"LA2S" TIPLYWOOD WAINSCOT BEYOND N HARDWOOD CAP, SEALED 3/1/2" GYPSUM BOA RD /2" PLYWOOD LAMINATE PL -8 20 GA. METAL i STUDS © 16" O.C. 2x4 WOOD BUMPER BEYOND SECTION DETAILg1"=1'-01, TOP SIDE TRIM STOPS AT DRAWER NOTCH TO ACCOMMODATE LATCH AND STRIKE THE DRAWER CLOSED UNTI„ THE MONEY BAG IS REMOVED. THEN THE 4 PVC PIPE SLEEVE. LATCH WOULD BE RELEASED AND THE SOMACA "NO -DRAFT" LENGTH REQ'D. TO DRAWER PUSHED BACK, READY FOR RE -USE. METAL SPEAK HOLE MATCH WALL THICKNESS STOCK #318-6834 GYP. BD. ON PLYWOOD PH. # 800-323-9200 CONTRACTOR TO FURNISH SCREW, LENGTH AS REQ'D. CASING ALL AROUND DRAWER ON BOTH SIDES OF WA WALL MOUNT BRACKET ANCHOR TO WALL PER III III MFGR RECOMMENDATIONS CEILING AS SCHEDULEDIII CEILING A5 SCHED. 1/2" PLYWOOD SUBSTRATE (2) 2x10 BLOCKING _ IN STUD WALL _ CAVITY 1/2" GYPSUM BOARD III III ADJUSTABLE MONITOR BRACKET 1/2" GYP. BD ON 6" METAL STUD BOX HEADER LJ III () PROVIDED AND INSTALLED BY 2 1/2" METAL STUDS 1/2" 0 i GENERAL CONTRACTOR III III v DUPLEX OUTLET MOUNTED III II o AT 7 6 AFF. COLUMN U_ RE: STRUCT. II III 0 � III II m DOUBLE BACK TO BACK ¢ co o METAL STUDS IN WALL CMU WALL -- ' III III in ¢ III II REFER 2-CD1 FOR III III 00 MONITOR LOCATION AT COURSTESY DESK. MONITOR BRACKET ELEVATION 19 COL. FURRING DETAIL 201/2n=1°-0" 1 1/2„ = 1'-0" PLASTIC LAMINATE PLASTIC LAMINATE PL-8 ON 3/4" PARTICLE ON 3/4" PARTICLE BOARD PL-8 BOARD N 3/4" 1 /4" CHAMFER AT RECESSED ADJUSTABLE PLAS, LAM. AND SHELF STANDARDS HARDWOOD EDGE N LINE OF SHELF BELOW - = --- (SHOWN DASHED) 1 X 2 HARDWOOD EDGE 1° AK HARDWOOD EDGE WITH CLEAR FINISH WITH CLEAR FINISH ---- 1 1/2" ------ PLAS. LAM. PL-8 LINE OF COUNTER ABOVE ON 3/4" PARTICLE BD. (SHOWN DASHED) DIVIDER SIDES EXIST. CLG. t° 14' - 0" A.F.F. CABINET DIVIDER DETAIL CABINET EDGE DETAIL VERIFY 9 3»=1'-O" 3"=V-O" CONT. PIANO `a ¢ MITERED CORNERS HINGED LID o HINGE WIRE PULL----,,N N CASH �� 1 / I 9 TOP SIDE TRIM PIECES 3/4"x2" 3/4" 8 1/2 \ ROOM 3/4" 2 N0. 2 ELB---6 OW KV # 1260 X CABINET CATC 22 DRAWER BY "IVES" N GUIDES 3/4" 8 5 811 3/411 L' Q 1 /4" PLYWOOD DRAWER BOTTOM END PIECE SHO WOOD 45� N SEPARATED FOR KNEE 6 3/4" ALUMINUM ANGLE CLARITY BRACE--'9„ z 3/4"x3/4"x3/16" 6 1 /8" I- METAL STUDS EA. SIDE 0 3/411 (,� CENTERED BELOW OPNG. W/ Cn TRACK, TOP AND BOTTOM. e DISCONTINUE CENTER STUD RE: 8 1/8" 1'-10" ABOVE OPENING. TOP SIDE TRIM NO SHOWN FOR CLARITY NOTCH DRAWER 2'-3 PLAN 1/2" 1 4" SHIM SPACE / ALL DRAWER CONSTRUCTION SHALL SIDE TO RECEIVE BE 3/4" HARDWOOD OR 3/4" HARDWOOD VENEER PLYWOOD. STRIKE SECTION ELEVATION WITH STAIN & SEAL ALL EXPOSED FRAMING SHOWN PORTIONS OF ASSEMBLY TO MATCH MILLWORK. CASH OFFICE DROP V-11" 8-CD1 2'-0" -- N BUMPER RAIL CCN BY WAL-MART ENCLOSE 24" SECTION AT DRAWER r OPEN SHELVING ELSEWHERE 3 4" ADJUST PLASTIC LAMINATE _ LE� � � P RTICLE BOARD - 11_8n ON 3/4„ PARTICLE BD. 0 1 -6 o S ELVES PL 8 coI M DIVIDER SIDES =_ N N N 3/4" PART LE o '; HARDWOOD TRIM EDGE � BD. DOOR "' �, 3/4" ADJUSTABLE 0 o W/ PLAS. M. -! PARTICLE BOARD EACH SIDE SHELFNA PL-8 d d B-4 EACH SIDE ; -- V-8 1/2" 1 1/2" V-8 1/2" 1 1/2" 1 1/2" 11_7^ 1 1/2" I V-10" 1'-1011 CABINET SECTION CABINET SECTION CABINET SECTION 161 "=1'-0" RE: 1 1-CD1 FOR TYP. NOTES 51 "=1'-0" RE: 11 -CD1 FOR TYP. NOTES PLASTIC LAMINATE ON 3/4" PARTICLE 21-0" 2'-0" BOARD PL-8 6-CD1 7-CD1 SEALED HARDWOOD EDGE (TYPICAL) 1-4 ARDWOOD ED — > PLASTIC LAMINATECD PL-8 PICAL T- CD BUMPER RA ON 3/4" PARTICLE BOARD 11 BY WAL-MAT DIVIDER SIDES ZZA IME PLASTIC LAMINATE- c� ® r � ON 3/4" PARTICLE �' 2^ V-6 5/8" 1'-9 1/4" oO o, V—on BOARD HARDWOOD TRIM EDGE, TYP. ® o d 3/4" PARTICLE N N 3/4" ADJUSTABLE BD. SHELFPATICLE CD CD SHEL ES P BOARD Y' i FP-8 0 B-4 SIDE 1 1/2" 1-7 It 1 1/2" 1 1/2 1 1 711 1 1/2" 1'-7" 1 1/2" 1'-10" DRAWER WITH LOCK V-10" AT CASH DRAWER CAB IRN MARKED O N CABINET S ECTI O N CABINET SECTION RE: 1 1-CD1 FOR TYP. NOTES] 2111=11-01, RE: 1 1-CD1 FOR TYP. NOTES 1 "=1'-0" 1/4" CHAMFER AT (3/4n PLASTIC LAMINATE ON 3/4" PARTICLE /4n 1/4" CHAMFER AT PLAS. LAM. AND BOARD PL-8 PLAS. LAM. AND HARDWOOD EDGE ��FTHARDWOOD EDGE N HARDWOOD EDGE HARDWOOD EDGE WITH CLEAR FINISH WITH CLEAR FINISH PLASTIC LAMINATE PLAS. LAM. PL-8 ON 3/4 PARTICLE ON 3/4" PARTICLE BD. BOARD PL-8 DIVIDER SIDES CABINET EDGE DETAIL CABINET EDGE DETAIL 7 3»=1 °-0" 6 311=i I-011 8'-0" 2'-9 Q0 10 7 /y 6'-8 BULKHEAD 9'-0' A.F.F. v S-6 5/8" 18 0n 3'- 5/8" U I / � I PUBLIC BULKHEAD ' TELEPHONES ABOVE (N.I.C.) 4' HT. PLASTIC LAMINATE AINSCOT i •• WALL MOUNTED MONITOR §BC oOPROVIDED AND INSTALLED. 20—Cn1 — .................. U% I T N V 23'-4 1 / " 5'-5 11211 --- " I URTESY n PLASTIC 6BASE H 5-CD1 DESK 4-10 1 10 i 1 o ¢ � N 4-CD1 I Q �, VINYL BASE 6" IGH 1 FB----41 PLASTIC BAS 1 3-CD 1 L. V 1- LlI.J 1 I %, LJl , "I — v — I ✓ 1 COURTESY DESK ELEVATION FINISHED CEILING RE: A7 BULKHEAD BEYOND -24 OPEN TO SALES AREA BEYOND p-24 0 P-24 � U5 0 0 0 0 0 U U U U U 0 0 U U PL-8 d r0 N _t ) n ) PL-8 0 M .... .. ... .. �.'.............. ...cam i. . .... ...... ...... ..... ..... . .... .... .... ..... ...... ...... ...... .... .. .... .. ..... .... ..... ...... ... ...... .. .. .... .. ...... .. ... .. ..... .... . ..... .. ....'. .. ....'..'.... .. .. .'...' N ............' ..... .... .... ...... B-4 i 1 n 11 1 n 1 11 / 1 -9 1'-4 1 -4 1 -9 1 -4 11 1 n i i^ 1 -4 1 -9' 1 -4" 1'-4" 1'-9" V-4" 1'-9" 1'-4' 1 -4 '-8 '1 -9 3" 6" PLASTIC BASE 1'-9' / B-6 2 /2" COURTESY DESK ELEVATION P-24 co P-24 -24 PL-8 1 c, 0 PL-8 .- 0 \ % o ....'.'.'.'.'.' '.'.'.'... i OPEN .'.'.'..'..'.'.'..'.....:... ........ 1 ::::::::::::::::: o :::_;:::::::: ..:.:.:.:.:.:.:... :.:.:,:,;.:,:.:.:.:,:,:.:.:.:.:.:.:....:.:...:.....:.:.. ..;...:.... ......'.9TCD.1•'. '•'..:.......:.:.:.......:. ....: ,. N ��.a�� ...-..... .... . o ...._.�_._. ..... ............. 6" PLASTIC BASE B-6 B-4 1 I 4'-4" 3 EQ. SP.= 8'-4'° 1 COURTESY DESK ELEVATION �} ' 1/4"=1'-0" 1'-10 3/8" I ¢ I CI I I BULKHEAD 1 ABOVE I I i BANK B 1 _ O I BANK FINISHES: I N I FLOOR- SEALED CON RETE SLAB (SUITABLE FOR TILE/CA PET BY FUTURE TENANT); WALLS- EXPOSED MTI_. STUDS- TO 8' A.F.F. WITH GYP. BD. TO DECK ABOVE. 8' & BELOW DO NOT INSTALL GYP. BD. ON _ BANK SIDE OF NEW PARTITIONS (SUBSTRATE I& FINISH BY FUTURE TEN NT) U.N.O,; CEILING -EXPOSED ST UCTURE (CEILING BY FUTURE TEN NT). I AR6 R6 SAFE FURNISHED mp I L3 - 12 10'-7 5/8" I 12'-8 3/8" 1 15'-0" STORE - RETURN `� ROOM 144 r; STORAGE CASH DRAWER RE 17-CD1 144 B B 111 00 4' HT. PLASTIC LAMINATE PL-8 WAINSCOT ON 1/2" PLY WD. 1 - - 4'-6" 7.5 COURTESY DESKZ BANK FLOOR PLAN 1 1/4"=1'-0/1 rr\ BY WAL-MART CASH °° 113 COUNTING N 1 12 O ................ COUNTER TYP. 1 13 RE: 4-A6.2 I - 1 COUNTER TYP. C", RE: 4-A6.2 ItI 31-0,1 i n -0 0 r_ 13'-6" 0 16'-8 3/8" d I I 10-CD1 19'-0 9/16" 6.5 6 0 N. COLOR SCHEDULE PL- LIGHT TAN B-1 BLUE/GREY PL- MEDIUM BROWN B-4 BLACK — VINYL A. 3) PL— GREEN B-5 GREY P-3 BLUE B-6 BLACK — PLASTIC BASE �2 LIGHT TAN 2 MEDIUM BROWN RE: SPECIFICATIONS FOR ADDITIONAL INFORMATION GENERAL NOTES 1. COUNTERTOPS SHALL HAVE PLASTIC LAMINATE FINISH WITH EXPOSED HARDWOOD EDGES. 2. EXPOSED INTERIOR CABINET SURFACES SHALL RECEIVE PLAS1 LAMINATE. 3. ALL INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD/CML UNLESS NOTED OTHERWISE. 4. ALL INTERIOR ELEVATION DIMENSIONS ARE TO FACE OF FINISH MATERIAL UNLESS NOTED OTHERWISE. !s Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 ; Dallas, Texas 75202 Telephone 214/749-0626 1 _11 T F11 w - I = L AL r M I k_�J f f f EXPANSION STORE# 857 SANFORD, FL AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 1OTH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: COURTESY DESK & BANK 192—NVEST Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER 2000 CD1 Copyright 1 1 i sue® ARIES (SEE PARTITION TYP WAINSCOT AS SCHEDULED- 6" METAL STUDS I ' OR GREATER WIDTH = I• 11 CAULK EA. SIDE 1/2 ULIL CORNER GUARD -------__ — — _ — HM FRAME I-------� N HM DOOR co 3 JAMB ANCHORS IF 3/4 "' PER JAMB WAINSCOT ^Q VARIES (SEE PARTITION (TYPE) SCHEDULE[ GYP. BD. EACH SIDE 3 5/8" METAL STUDS off: 1/2 1/2 CAULK EA. SIDE --- __ HM FRAME L_ - - - __I HM DOOR10 - 3 JAMB ANCHORS PER JAMB Ln JAMB/HEAD S M . 1 �3"=1 ' 1 /2" GYP. BD. ON METAL STUDS (AS SCHED.) CMU LINTEL RE: STRUCT. LINTEL SCHEDULE 1 x WOOD BLOCKING SEALANT EACH SIDE--�, - DRIP CAP (OMIT AT INTERIOR DOOR LOCATIONS) HOLLOW METAL DOOR & FRAME 1" 3/4" r-, H EA D DETAIL �1 1/2"=1-0" 1 /2" GYP. BD. ON METAL STUDS (AS SCHED.) REINF. BARS CONT. IN GROUT FILLED CELLS i' a RE: STRUCT. SEALANT EACH SIDE 3 MASONRY ANCHORS PER JAMB GROUT FILLED HOLLOW METAL DOOR & FRAME 4x4x1 BOARD INSULATION BLOCKING 0 3'-3" A.F.F. 1' 5 3/4" TO CENTER OF BLOCKING MASTIC INTO PLACE BOTH JAMBS I I JAMB DETAIL I I 1 1 /2"=1-0" 1- 5 3/4" H.M. DOOR & FRAME WEATHERSTRIPPING THRESHOLD SET IN SEALANT STEEL REINF. RE: STRUCTURAL g NOT USED 7 5/8" SOLID CMU CAP BELOW ALUMINUM STOREFRONT z z WOOD BLOCKING & SHIM Li o SEALANT BOTH SIDES = SEALANT BETWEEN CMU 0 AND GYP. BD. BELOW 0 IX #8 MTL. SCREWS @ 8" LOCATE AS INDICATED 1 /2" GYP. BD. �6"x18 GA. MTL. STUD & TRACK BUILT-UP COL 711 ALUMINUM BREAK METAL CLADDING JAM B D ETAI L ' 3"=1 -0" 103'-0"1 ALUMINUM STOREFRONT WOOD SHIMS SEALANT BOTH SIDES SEALANT BETWEEN CMU AND GYP. BD. BELOW DOUBLE STUDS TYP. AT JAMB 1 /2" GYP. BD. ON 6" METAL STUDS VESTIBULE SIDE TENANT SIDE JAMB/SILL DETAIL- 1/2" GYP. BD. ON 6" METAL STUDS @ 24" O.C. (2) 6" MTL. STUD HEADER W/ 6" TOP & BOTTOM 2X4 HARWOOD TRIM P-25 log, of) CORNER BEAD (TYPICAL) --__ 3 5/8" METAL STUD BRACING @ 48" O.C.- REF. 4-A6.1 \ + / f 6" SUSP. ACOUS. CEILING SYSTEM CL_G. HT. AS SCHED. CONT. 1 x WOOD BLOCKING CHAIN CLOSURE TRACK CHAIN CLOSURE 6 HEAD @ CHAIN CLOSURE 1 1 /2"=1 '-O" NOTE: CHAIN CLOSURE & HARDWARE FURNISHED BY WAL-MART & INSTALLED BY CONTRACTOR 1 /2" GYP. BD. ON 6" MTL. STUDS ® 16" O.C. GYP. BD. CLOSURE 6" METAL STUD TRACK BUILT-UI BOX BEAM 109'-0' 0 wz Q z <w w _ 0 3:= 00 oD z_0 2 HEAD DETAIL 3 =1 1 -0 11 7 5/8" 0 z z w _ 0 = 0 D 0 z CART STORAGE/ VESTIBULE SIDE JAMB DETAIL \-J 3,p=1 '-0„ 3D. ,L STUDS SCHED. i ;H SIDE ;TOREFRONT .ID CMU CAP BELOW MINUM REFRONT LANT BOTH SIDES LANT BETWEEN CMU GYP. BD. BELOW JBLE STUDS TYP. JAMB GYP. BD. ON METAL STUDS TENANT SIDE wz Q z �w LL- _ 0 3: = ALUMINUM STOREFRONT O z o 1/4" SHIM SEALANT AT EACH SIDE 103'-0" SOLID 4" CMU CAP BLOCK FOOD SERVICE TENANT SIDE 7 5/8" 8" SPLITFACE CMU CART TENANT SIDE STORAGE/ VESTIBULE SIDE SILL DETAIL (INTERIOR) 4 3"=1'-0" 0co 4'-9" U N ROOM FINISH SCHEDULE NO. ROOM NAME FLOOR BASE WALLS CEILING CEILING HT. NOTES HC1 SALON F2 B1 W2 C1 10'-0" 1,2 HC2 UTILITY F2 B1 W2 C1 8'-O" 1,2 ROOM FINISH SCHEDULE KEY F1 CARPET BY WAL-MART W1 GLASS (INFILL PANEL) C1 2x4 SUSPENDED ACOUSTICAL TYPE I F2 RESILIENT TILE/ FEATURE TILE W2 GYPSUM BOARD C2 2x4 SUSPENDED ACOUSTICAL TYPE II F3 EXPOSED CONCRETE W3 EXPOSED MASONRY OR CONCRETE C3 2x4 SUSPENDED ACOUSTICAL TYPE III F4 CERAMIC TILE W4 F.R.P. C4 NOT USED F5 ENTRANCE TILE W5 CHAIN LINK C5 EXPOSED STRUCTURE F6 PAINT W6 WIRE MESH C6 GYPSUM BOARD F7 EXISTING TO REMAIN W7 PLYWOOD C7 VINYL FACED GYP. BD. F8 FLOOR MATS AND FRAMES W8 48" HT. PLYWOOD WAINSCOT (1/2") C8 PLYWOOD F9 EXPOSED CONCRETE (NOT SEALED) W/ CHAMFERED EDGE AT GYP BD C9 PAINT WALLS ONLY C10 EXISTING TO REMAIN B1 RESILIENT W9 PLASTIC LAMINATE WAINSCOT C11 METAL SOFFIT PANELS B2 CERAMIC TILE W10 PAINT B3 24"HT.PLYWOOD (1/2") W/ CHAMFERED W11 WALL COVERING EDGE AT GYP BD WALLS ONLY W12 EXISTING TO REMAIN B4 NONE W13 CERAMIC TILE B5 6" PLASTIC BASE B6 2x8 WOOD BASE ROOM SCHEDULE NOTES: 1. WALLS TO BE PRIMED FOR PAINT. 2. ALL FINAL WALL FINISHES BY TENANT. DOOR SCHEDULE NO. � SIZE MATERIAL FINISH DETAILS 2 NOTE REF. DOOR FRAME o N o o z CL � U C z � 0o HEAD JAMB THRSH. m 1 2 3 4 HC1A P 14'-0" x 9'-0" METAL METAL 4 6-HC1 5-HC1 - 2 HC1 B E 3'-0" X 7'-0 X 1 3/4" H.M. H.M. 2 12-HC1 1 1-HC1 10-HC1 1 HC2 E 3'-0" X 7'-0 X 1 3/4" H.M. H.M. 2 13-HC1 13-HC1 - 1,3 DOOR SCHEDULE NOTES: 1. DOORS & FRAMES TO BE PRIMED FOR PAINT. 2. REFER TO DETAILS FOR ACTUAL DOOR SIZE SCHEDULE SHOWS OPENING SIZE 3. UNDERCUT DOOR 4'-9 3'-0" VERIFY U U N N 8-HC1 GLASS GLASS o 3-HC1 \/ X) co 8-HC1 3-HC1 C:) 0ALUMINUM FRAME ALUMINUM FRAME Q1CBj WINDOW TYPES GLASS 0 I 7-HC1 <9>ALUMINUM FRAME 11.7 11 32'-8' 4'-1 " .... ................ CI A6 WH ...... ................. AS ....... :.. i ... .... .................... . ................................. ( :..:.... . N.I.C. : A.8 — .... :. WASHE. — STYLING...5CATION — - (N.1.C.: UNIT N.I.C. -o', N UTI LITY ......................... . N HC2 :""QRYIR 5—HC1 .......... _ I O.H. .(1I.C. _ m .....------___. m SALON N HC1 ............... : • ............. I 6—HC1 =l:z N — HC2 _ - N r� o i......... B I o .. ............' d- :......:... 1 ........... � CD 9 -2 I ........ 12'-11 5/8" 9'-10 3/8" N ........ ::... ::.....I . ........... ....... CN m ..... 5-HC1 1 HC1 I 11" 31'-9" ...... A.7 :.U.rI NQiOC: N ME o z CD ......... ......... .... I C ................... ......._..................... ........... 8-Hi C1 C14 <@> 4'-9" 7" /PRE-FAB. POCKET STACK P STACK E DOOR TYPES COLOR SCHEDULE P-6 GREY B-1 BLUE/GREY P-25 MEDIUM BROWN RE: SPECIFICATIONS FOR ADDITIONAL INFORMATION HAIR CARE BLOCKING NOTES 1. PROVIDE AT EACH SHAMPOO UNIT: (1) 2X4 ATTACHED TO FLOOR, FRONT EDGE TO BE 6" OUT FROM WALL. (4) 2X4'S ATTACHED TO WALL SURFACE @ 66" A.F.F. TO BOTTOM OF 2X4'S. CONC. SIDEWALK--" ° 2. PROVIDE AT EACH STYLING STATION: FACE OF MASONRY TO BE 1/2" IN FRONT (1) 2X8 IN WALL @ 26 3/8" A.F.F. TO CONCRETE FLOOR SLAB OF METAL STUDS- MASONRY TO FLUSH BOTTOM OF 2X8. (1) 2X4 IN WALL C� 83" A.F.F. TO BOTTOM OUT WITH GYP. BOARD, WINDOWS TO FLUSH OUT WITH FACE OF GYP. BD. OF 2X4. CMU FOUNDATION ( 3. PROVIDE AT UTILITY: RE: STRUCTURAL I CHAIN CLOSURE 5'-0" LONG WOOD BLOCKING PRE—FAB. POCKET BY ABOVE WASHER & DRYER — CHAIN CLOSURE MFR. (1) 2X4 IN WALL @ 60" A.F.F. TO BOTTOM OF 2X4. T(1) H R E S H O L D D TAIL JAM B FLOOR PLAN 2X4 IN WALL 76" A.F.F. TO TOP OF 2X4. 1 01 1/2"=1-0" (AT NEW DOOR IN EXIST. EXTERIOR WALL) 1 1/2"=1'-O" 1/4"=1'-O" Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 1: 1 SANFORD, FL AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 10TH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: HAIR CARE 192—NVEST Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER 2000 Copyright Q� 3'-6"± X 3'-2" 6'-2"± X 3'-2" COILING SHUTTER GYPSUM BD. SHELVING, BRACKETS & GYPSUM BD. COILING SHUTTER TO = 2'-9"± X 3'-2" \ PAINTFP---6] TYP� STANDARDS BY WAL-MART PAINT P-6 TYP. COVER 2 OPENINGS ° COILING SHUTTER \ (2-91'± X 3'-2"REF. PLAN ILING SHUTTER) LAMINATE MTL. TRIM PIECE PLASTIC LAMINATE PL-5 ON 6" MTL. STUDS 1/4" GLAZING. 3/4 3/4" PARTICLE BOARD 3/8" TEMPERED GLAZING SEALED HARDWOOD FINISH AS SCHED. I @ BUTT CONDITION VARIES EDGE W/ 1/2" CHAMFE APPLIED METAL STOP CONTINUOUS 1 X4 WOOD BLOCKING 6" METAL STUD HOLLOW METAL FRAME BOX HEADER r- - - - - - - - ---, 3 JAMB ANCHORS WAL-MART PROVIDED F- CAULK EACH SIDE PER JAMB BASE CABINETS - HOLLOW METAL FRAME CAULK EACH SIDE 1 1/4" O.D. PIPESUPPORTS INSTALLED I L 1 1/2 X 1 1/2" X 14 VAAPPLIED METAL STOP AO JAMB STUDS AT OPEN SPANS OF I CONT. /212 TEK SCREWS COUNTERTOP AFTER I @ EA. STUD 1/4" TEMP GLASS 6" MTL, STUDS N BASE CABINETS ABINCETSNTREP6 VARIES I I FINISH .AS SCHED. REF. GEN. NOTE 0 WDW. HEAD DETAIL 14 WDW. JAMB DETAIL COUNTERTOP DETAIL 1 1 1/2"=1'-O" 1 1/2"=1'-O" SILL SIMILAR 3" = 1'-0" 4 5/8" TYP, SEE PLAN FOR 8" METAL EDGE TRIM- TYP. WIDE LOCATION PLASTIC LAMINATE PL-4 WAINSCOT TS 2 1/2 x 2 1/2 x 3/16" 1' 6 PRIVACY WALL WALL BRACE TO 4'-0" A.F.F.- ; CORE DRILL SLAB & SET N PRIVACY WALL TO EXTEND 1/2" GYP. BD.- TYP. TUBE WITH EPDXY GROUT to BETWEEN CONSULTATION SHELF EDGE BELOW 1 1/2" GYPSUM BD. I WINDOWS TYP. 1 LOCATION 1/2" PLYWOOD 3 5/8" METAL L STUDS - 2X4 WOOD BLOCKING 0 i PLASTIC LAMINATE HATE P - L 4 PHARMACY FR ONT WALL (LING SHUTTER TUBE STEEL WALL BRACE 1 8 PRIVACY WALL DETAIL ELEVATION 3 - 1 -0 BELOW -WAINSCOT - LINE 12 1/4"=1'-0" GYP. BD. EACH SIDE HOLLOW METAL SHELF 1/2" PLYWOOD WHERE COILING SHUTTER TRACK „ SHELF EDGE BELOW 2" RADIUS- TYP. DOUBLE MTL. STUDS JAM B @ SHUTTER 1 1 1 1/2" = 1'-0" NOTED- INCREASE FRAME ' I DOOR BELOW WIDTH FOR PLYWOOD I PHARMACY 6" METAL STUDS 1 /2„ /2,� SALES AREA SIDE 1 CAULK EA. SIDE COILING SHUTTER 3/4" 10 5/8" 0 H.M. FRAME II 2 LAYERS 3/4" PARTICLE BD. H.M. DOOR W/ PL-5 FINISH 3 JAMB ANCHORS CN 3 1/8 I PER JAMB I SEALED HARDWOOD EDGE ( 1 5 SALES AREA 17 DOOR JAMB DETAIL 3 =1 -0 HEAD SIMILAR WALL BEYOND -�- 13-PH 1 SIM. 3'-0" PLASTIC LAMINATE PL-5 ON 3/4" PARTICLE BD. 0 2X4 WOOD BLOCKING 1 1/2" 1/2" V-6 1/4" 3" 7 1/2" , 2 1/2" 3/4" ADJUSTABLE-1 PARTICLE BOARD SHELF PL-5 3/4„ PARTICLE BD - RESILIENT BASEEff-E-171 1 2" GYP. BD. ON 1 /2" 6 ' MTL. STUDS 1/2" PLYWOOD 2'-0 1/2' 16 CASH WRAP SECTION 3/4" X 3/4" WOOD QUARTER ROUND @ ADJACENT WALL - REFER TO PLAN PAINT P-6 EQUAL 1 0 3/4" PARTICLE BD. N ADJUSTABLE SHELF PLASTIC LAMINATE PC-5 '--CABINET END PANEL TO BE CONSTRUCTED USING 3/4" PARTICLE BD. WITH PLASTIC LAMINATE PT-5 CASH WRAP ELEVATION I `-) 3/4" = 1'-0" INISH AS SCHED. 6" MTL. STUDS 10 SHELF @ DUTCH DOOR SHUTTER SILL 1 1/2 =1 -0 9 1 1/2" = 1'-O" CONT. METAL RUNNER I I o 22 GA. 3 5/8" MTL. STUDS 22 GA. 3 5/8" MTL. STUD DIAGONAL BRACING @ 48" O.C.----- ATTACH 6x6-W1.4xW1.4 WWF ATOP FRAMING- INSTALL PRIOR TO INSTALLATION OF DIAG. BRACIN/ ..................................................................................................................... - _.................................................................................................................... n n a .................................................................................................................... o � M = 1 1 M RESILIENT SINK & W.H. BASE CABINETS RESILIENT BASE REFRIGERATOR BASE:-:1 BREF. PLUMBING BY WAL-MART B-1 BY WAL-MART 7 ELEVATION ELEVATION 1/4 =1 -0 I 0 1 N N 14- n I ca 0 1 N ■I • RESILIENT BASE./ B-1 TYP. 5 ELEVATION 1/4 =1 -0 i i� 'd- REFRIGERATOR BASE CABINETS GYPSUM BD.- - BY WAL-MART BY WAL-MART PAINT P-6 TYP. +i `D r' COILING SHUTTER (SHOWN IN PARTIALLY CLOSED POSITION) TYP. SIGNAGE DECALS PROVIDED BY WAL-MART TAPE AND BED GYPSUM BOARD PROVIDE SMOOTH SURFACE WITH NO TEXTURE ON THIS SURFACE i 4-1 1 d- co :- - N 1 F 0 i PAINT TYP. P-7 - N (0 1 .f 1 N 1 HALF0 DOOR r 0 i 0 HALF L DOOR 0 PLASTIC LAMINATE PL-4 a_ B-1 \ 4' RESILIENT BASETYP. /} TYPICAL ALL EXPOSED EDGES TO HAVE METAL EDGE TRIM TYPICAL FRONT ELEVATION a CONT. HEADER (2) 2x8'S WITH 5/8" PLYWOOD SPACER GLUED-" AND --NAILED OR r(2) 18 GA. 8" METAL C-JOISTS 111�1 v I LJ'lJ Ili LirlJL- B-5 4 SIDE ELEVATION 1 /4"=1'-0 ROOM FINISH SCHEDULE NO. ROOM NAME FLOOR BASE WALLS CEILING CEILING HT. NOTES PH1 PHARMACY WORKROOM F1 131 W2,W10 C1 9'-O" PH2 PHARMACY TOILET F2 B1 W2,W10 C6,C9 9'-0" PH3 PHARMACY CHECKOUT F2 131 W2,W10 C1 9'-0" ROOM FINISH SCHEDULE KEY F1 CARPET (FURNISHED & INSTALLED 81 RESILIENT C1 2x4 SUSPENDED ACOUSTICAL TYPE I BY WAL-MART) W2 GYPSUM BOARD C6 GYPSUM BOARD F2 RESILIENT TILE W10 PAINT C9 PAINT DOOR SCHEDULE NO. w m SIZE MATERIAL FINISH DETAILS NOTE w m REF. D00 R FRAME 'z � HEA D JAM B THRSH. _ N U o z 1- o0 Q CL a 1 2 3 4 PH1 CC 3'-6" X 3'-10" X 1 3/4" H.M. H.M. 2 17-PH1 17-PH1 - 1 PH2 CC 3'-0" X 3'-10" X 1 3/4" H.M. H.M. 2 17-PH1 17-PH1 - 1 PH3 E 3'-0" X 7'-0" X 1 3/4" H.M. H.M. 2 17-PH1 17-PH1 - PH4 E 3'-0" X 7'-0" X 1 3/4" H.M. H.M. 2 17-PH1 17-PHI - DOOR NOTES 1. HALF DOOR WITH 6" WIDE COLD . ROLLED STEEL SHELF; 7'-0" HIGH FRAME OPENING, 2. PAINT DOOR FRAMES E CC ltA "H DOOR TYPES HOLLOW METAL HOLLOW METAL WINDOW TYPES GENERAL NOTES NOTE: ALL WINDOWS SHALL HAVE 1/4" TEMPERED GLAZING U.N.O. 1. ALL COUNTERTOPS ARE FURNISHED AND INSTALLED BY CONTRACTOR. 2. SUPPORT COUNTERTOPS WITH TEMPORARY 2 X 4 LEGS UNTIL BASE CABINETS ARE INSTALLED, THEN INSTALL PERMANENT 1 1/4" 0 PIPE SUPPORT LEGS. J. CORE HOLES IN COUNTERTOPS AND CASH WRAP CABINET FOR CABLING. CONSULT WAL-MART FOR LOCATIONS AND SIZE. SEAL EDGES OF HOLES WITH CLEAR POLYURETHANE PAINT. 4. INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD OR CMU U.N.O. 5. ALL PERIMETER WALLS AT PHARMACY WORKROOM TO HAVE ONE LAYER 1/2" GYPSUM BD. TO UNDERSIDE OF C-JOISTS (EXCEPT AT CMU WALLS). 6. ALL PHARMACY INTERIOR WALLS TO BE P-6 GREY PAINT U.N.O. 7. ALL PLASTIC LAMINATE INSIDE PHARMACY TO BE PL-5 U.N.O. 8. INSTALL 1/2" PLYWOOD BACKUP WITH GYPSUM BOARD FACE ON INTERIOR WALLS AS SHOWN OR NOTED ON PLANS. 9. RESILIENT TILE AND ADHESIVE WILL BE FURNISHED BY WAL-MART AND INSTALLED BY THE CONTRACTOR, 10. INSTALL METAL EDGE TRIM AT ALL EXPOSED EDGES OF PLASTIC LAMINATE WAINSCOT. SIGNAGE COLOR SCHEDULE SIGNAGErl P-6 I GREY FPL-1 GREY B-1 BLUE/GREY - - - - P 7 WHITE PL 4 BLUE B 5 GREY -6" I I ABOVE CEILING FRAMING PLAN - ZA PL-5 GREY - - 2 ----- ---- +� 1 4" - 1-014-4MAX. 18 GA. 8 METAL o / - Ln C-JOISTS @ 24" O.C. H.C. SIGNAGE TO WITHIN - - - - - - - - - - - 8" OF JAMB ON STRIKE EXTEND 1/2" GYP. BD. I I I EXTEND 1 /2" PLYWOOD CORE HOLES IN COUNTERTOP FOR rF.F. SIDE. o TI I TO BOTTOM OF C-JOISTS O U/S OF C-JOISTS CABLING. CONSULT WAL-MART FOR DOOR 3-PH1 LOCATION & SIZE. SEAL RAW EDGES 1'-0 1/4 I —A.--LAY-IN ELECT LIGHT FIXTURE- �� OF HOLES WITH CLEAR POLYURETHANE SIGNAGE PLACEMENT REF RE: SPECIFICATIONS FOR ADDITIONAL INFORMATION SUSPENDED ACOUSTICAL CEILING SYSTEM 1/2" GYP. BD.- -H TAPE AND BED SMOOTH - NO TEXTURE THIS SURFACE ATTACH E'ND JOILT I I TO CMU 7 IT I 8" 18 MET L C- OISTS 24" O.0 -t. I I I (OR -6" X 18 G . METAL STUDS BACK TO 3ACK @ 24" .C.) B IDGING PER FR'S. SPECS. I T -1 I- T -I I T -1 T -1 I- 1 I- ONT. " MET L C-J IST R NNER ATTACH 6x6 INSTALL PRI 1.4xW1.4 WWF ATOP FRAMING - R TO INSTALLATION OF DIAG. BRACING I I I 42'-0" PAINT TO MATCH COUNTERTOP 0 C, WOOD BLOCKING 12'-10" 29'-2" SUSPENDED ACOUSTICAL CEILING GRID TEE @ THIS SIDE & ENDS 7'-4" 5'-6" 9" 2'-9" 8" 2'-9" 1'-8" " V-8 1/2"2,_9� T-9 1/2" 9 1/2" 2�_9„ 9 1/ " CEILING SYSTEM _ _ ( I F- 1 _ 1 1-PH1 LINE OF SOFFIT COILING SHUTTER ASSEMBLY- MOUNT I I ( TO MTL. WALL FRAMING 1 C° BEYOND I j CEILING EDGE ANGLE - - - - - - - - „ -� - - - - 1,-61 - ABOVE L-- 1 ( I PH I- CONT. HEADER - - - - - - - - I (2) 2 X 8'S WITH - - - - - - - II 5/8 PLYWD. SPACER GLUED AND NAILED CASH WRAP `-.2 .. ..... ._......................................... . g PH2 `D :BASE.* CABINETS: _1 BY CONTRACTOR _ = I = HOLLOW METAL FRAME (I OR :BY WAL-MART n II 0, (2) 18 GA. 8" METAL II o' �� = 48" x 30 .- °' II C-JOISTS i 15-PH 1 ° CLEAR & / = 5-PH 1 OPP. LEVEL FLOOR REFRIGERATOR ' ( GUIDE FOR SHUTTER W/ II `�' 1 /2;; GYP. BD. ON �- AREA BY WAL-MART 00 11'-6" 11'-1" \\\ PHARMACY 10 10 0 LOCKING DEVICE II _1 1 2 PLYWOOD ON = o CHECKOUT PH3 8" PILL BAY FILLING STATION °O 6;' MTL. STUDS C6 B6 ^ FURNISHED BY FURNISHED BY . WAL-MART- TYP. WAL-MART- TYP. o o CD 14-PH1 PRIVACY WALL BEYOND 'r :.........; :.............. : :.......... °_ COUNTERTOP PROVIDED PAINT P-7 I :....:....: H C `n = Z....: d BY CONTRACTOR n _ RE: 12-PHI .. _. C. �., .:....•:•. I ` o WALL SHELVING TUBE STEEL WALL BRACE , 6 2" 3, 4„ " & STANDARDS 1 1/4" O.D. PIPE I I ,PHARMACY /\ WORKROOM ; W.H. BELOW PROVIDED BY SUPPORTS INSTALLED - - - - - - - I I I 2 A co o7-PH1 PH1 � z , COUNTER 0 WAL-MART AT OPEN SPANS OF I I METAL EDGE TRIM 1 r 5 -7 1/2 ........ BARS ,....:...., ,....; ;....;....; „ COUNTERTOP AFTER I) I I I BEYOND �' I /RE: A5.o��p/ USE 20 GA;"'" I 1/4" PIPR BASE CABINETS ARE 13-P 1 N PLACE- PAINT P-6 I I.i I PLASTIC LAMINATE �`t��� MTL. STUDS IGER R � REAR A 0 10 SUPPORT- REF. GEN. NOTE 2- TYP REF. GEN. NOTE 2 I I o I I I I PL-4 BEYOND 0 C° = z 5 PH4 10 - 14 BY WAL-M RT THARMACY oO / : TOILET r AA 06 ---PLASTIC BASE BASE CABINETS PROVIDER I I I ( ( PLASTIC LAMINATE ON _ P.i2_......................................... ....'................ ................ .............................._T-- - _.........?....................:....:..T BY WAL*MART-- —�� I) ( I 118-P 1 PLYWOOD ON B.1 II _ 6/2" MTL. STUDS GYPBD I (I I PAINT P 6 11 O BASE u WALL SECTION PHARMACY FLOOR PLAN 8 1 v 3/4 =1 -0 1/4" = 1'-O„ 1 /4"=1 ' -0" 1. ACCESSIBLE TOILET AND BATHING FACILITIES SHALL BE WAL—MART FURNISHED ITEMS IDENTIFIED WITH A SIGN. 2. TACTILE SIGNAGE SHALL BE LOCATED ON THE WALL ADJ (GENERAL CONTRACTOR INSTALLED U.N.O.) TO THE DOOR'S LATCH SIDE AND AT A HEIGHT OF 1. COILING SHUTTERS 60" A.F.F.. SIGNS MAY BE PLACED ON THE NEAREST 2. UPS POWER EXTENSION ADJACENT WALL WHEN THERE IS NO WALL SPACE ON THE LATCH SIDE. 3. MALE INLET PLUG 3. CHARACTER AND SYMBOLS OF SIGNS SHALL BE IN 4. UNDER COUNTER CABINETS FURNISHED & CONTRAST WITH THEIR BACKGROUND AND SHALL BE INSTALLED BY WAL-MART (EXCLUDING CASH WRAP) EGGSHELL, MATTE OR OTHER NONGLARE MATERIALS OR 5. WALL SHELVING, BRACKETS & STANDARDS FINISHES FURNISHED & INSTALLED BY WAL-MART. 6. CARPET TOILET PAPER HOLDER 7. PILL BAYS & FILLING STATIONS TO BE WITHIN 12" OFF FRONT EDGE OF WATER 1 CLOSET. C R. W.C. FLUSH LEVER ADJACENT TO WIDE SIDE OF STALL OR LAVATORY. OPTION: PUSH BUTTON ON TOP 3, 0" 6" OF TANK. W.C. & GRAB BARS 3/4"=1 ' -O" HANDICAP GRAB BARS SIDEWALL - 42" LONG BACKWALL - 36" LONG TILT MIRROR (PROVIDE ANCHOR BLOCKING) 74" MIN. A.F.F. TOILET PAPER HOLDER LAV. WATER 0) o CLOSET TOILET FIXTURE INSULATE N.W. LINE & DRAIN MOUNTING HEIGHTS l / \I Iv� � ��L'V�✓ �q-516- Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 SUPERCENTER STORE# 857 SANFORD, FL AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 10TH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: PHARMACY 192—NVEST Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER 2000 PH1 Copyright i i e 101 NOTE: CHAIN CLOSURE & HARDWARE FURNISHED BY WAL-MART & INSTALLED BY CONTRACTOR 1 /2" GYP. BD. ON 6" MTL. STUDS @ 16" O.C. GYP. BD. CLOSURE CHAIN CLOSURE "'_� PRE-FAB. POCKET BY CHAIN CLOSURE MFR. JAMB DETAIL 1 1/2"=1'-O" CORNER BEAD (TYPICAL)---Z 01 1 /2" GYP. BD. CHAIN CLOSURE -LOCKING STRIKE AT CHAIN CLOSURE --1/2" GYP. BD. ON 6" MTL. STUDS @ 16" O.C. JAMB DETAIL 1 1 /2"=1'-O" 1 /2" GYP. BD. ON 6" METAL STUDS © 16" O.0 6" (2) 6" MTL. STUD HEADER W/ 6" TOP & BOTTOM 2X4 TRIM 109' -0" HEAD DETAIL 1 1 /2"=1'-O" , �;' in LINE OF CMU BEYOND DOOR AS SCH WEATHERSTRIP THRESHOLD S IN SEALANT It F 3 /4" CV a EDULED DING -- THRESHOLD DETAIL 4 1 1 /2"=1' 1 /2" GYP. BD. ON METAL STUDS (AS SCHED.)----- REINF. BARS CONT. IN GROUT FILLED CELLS RE: STRUCT. SEALANT EACH SIDE N 3 MASONRY ANCHORS PER JAMB GROUT FILLED HOLLOW METAL DOOR & FRAME 4x4x1 BOARD INSULATION BLOCKING Ca? 3'-3" A.F.F. 1 TO CENTER OF�BLOCKINGMASTIC INTO P BOTH JAMBS JAMB DETAIL 1 1/2"=1'-0" 3 5/8" METAL STUD 1 /2" GYP. BD. ON METAL BRACING ®48'O.C. RE: 4-A6.1 STUDS (AS SCHED.) CMU LINTEL RE: STRUCT. SUSP. ACOUS. LINTEL SCHEDULE CEILING SYSTEM CLG. HT. J1, 1 x WOOD BLOCKING AS SCHED. IRV SEALANT EACH SIDE-­� CONT. 1 x WOOD DRIP CAP — BLOCKING (OMIT AT INTERIOR 4_ DOOR LOCATIONS) 5 3/4" CHAIN CLOSURE TRACK HOLLOW METAL DOOR & FRAME CORNER BEAD 1" 5 3/4" (TYPICAL) CHAIN CLOSURE HEAD DETAIL Z 1 1/2"=1'-0" ROOM FINISH SCHEDULE N0. ROOM NAME FLOOR BASE WALLS CEILING CEILING HT. NOTES TS1 TENANT SPACE F2 B1 W2,W10 C1 10'-0" 1 ROOM FINISH SCHEDULE KEY F1 CARPET BY WAL-MART W1 GLASS (INFILL PANEL) F2 RESILIENT TILE/ FEATURE TILE W2 GYPSUM BOARD F3 EXPOSED CONCRETE W3 EXPOSED MASONRY OR CONCRETE F4 CERAMIC TILE W4 F.R.P. F5 ENTRANCE TILE W5 CHAIN LINK F6 PAINT W6 WIRE MESH F7 EXISTING TO REMAIN W7 PLYWOOD F8 FLOOR MATS AND FRAMES W8 48" HT. PLYWOOD WAINSCOT (1/2") F9 EXPOSED CONCRETE (NOT SEALED) W/ CHAMFERED EDGE AT GYP BD WALLS ONLY B1 RESILIENT W9 PLASTIC LAMINATE WAINSCOT B2 CERAMIC TILE W10 PAINT B3 24"HT.PLYWOOD (1 /2") W/ CHAMFERED W11 WALL COVERING EDGE AT GYP BD WALLS ONLY W12 EXISTING TO REMAIN B4 NONE W13 CERAMIC TILE 85 6" PLASTIC BASE B6 2x8 WOOD BASE ROOM FINISH NOTES GYPSUM BOARD WALLS TO BE PAINTED P-7 C1 2x4 SUSPENDED ACOUSTICAL TYPE I C2 2x4 SUSPENDED ACOUSTICAL TYPE II C3 2x4 SUSPENDED ACOUSTICAL TYPE III C4 NOT USED C5 EXPOSED STRUCTURE C6 GYPSUM BOARD C7 VINYL FACED GYP. BD. C8 PLYWOOD C9 PAINT C10 EXISTING TO REMAIN C11 METAL SOFFIT PANELS DOOR SCHEDULE NO. SIZE MATERIAL FINISH DETAILS w NOTE REF. DOOR FRAME N � a z ii g U f= D_ z �- � q L HEAD JAMB THRSH. g 1 2 3 4 TS1 E 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 2—TS1 3—TS1 4—TS1 1 TS4 P 10'-0" x 9'-0" METAL METAL 4 5—TS1 6&7—TS1 2 DOOR SCHEDULE NOTES: 1. DOORS & FRAMES TO BE PRIMED FOR PAINT. 2. REFER TO DETAILS FOR ACTUAL DOOR SIZE I SCHEDULE SHOWS OPEN SIZE P E STACK DOOR TYPES COLOR SCHEDULE P-7 WHITE B-1 BLUE/GREY RE: SPECIFICATIONS FOR ADDITIONAL INFORMATION GENERAL NOTES 1. ALL INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD/CMU UNLESS NOTED OTHERWISE. 6 Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 I sA, STORE# 85 .1 SAN-FORD, FL AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 10TH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: TENANT SPACE 192—NVEST Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER 2000 TENANT SPACE 1 1 /4"=1'-0" Copyright i WALL MOUNT BRACKET ANCHOR TO WALL PER III MFGR RECOMMENDATIONS ma ---CEILING lxzl��� (2) 2x10 BLOCKING IN STUD WALL All CAVITY ADJUSTABLE MONITOR o III I MOUNTING BRACKET DUPLEX OUTLET MOUNTED 2 -0 Y AT 7'-6" AFF, III DOUBLE BACK TO BACK III III METAL STUDS IN WALL z o III III o o EDGE OF WALL AT 0O ~ VISION CENTER. co II II Q II II oo Q MONITOR BRACKET ELEVATION U1/2" = 1'-O" 3UM BOARD ON IETAL STUDS AT O.C. TO DECK PLYWOOD NG AS _DULED 10" X 18 GAUGE iL STUD HEADER 9'-0. _ A. F. F. BULKHEAD DETAIL 1/2" GYP. 1 2 1/2" MET COLUMN RE: STRUCT CMU WALL 6 COL. FURRING DETAIL- 1 1 /2"=1 '-0" GYP. BD. EACH SIDE 3 5/8" METAL STUDS CAULK EA. SIDE H M FRAM E HM DOOR — 3 JAMB ANCHORS PER JAMB � JAMB DETAIL 1/2" 00 i 'J 3"=1'-0" HEAD SIMILAR 61'-11" 34'-0" 10'-4" 8'-7" 9'-0" 10 1/2" 33'-1 1/2" 1'-6" 7'-4" 1'-6" � > A6 A6 00 C-)WALLMOUNTED MONITOR BRACKET CDT m - > PROVIDED AND INSTALLED V ............................................................ i U BY G.C. RE: 8—VC1 _ 00 RESILIENT I `n CARPET pi B N PRETEST N nFal m VC6 m ¢ VC3............ ..... - ........ 0 A 12 — ............ EXAM 1 N - _ . � � 8 B3 3r rr �........................ _ = VC8 12 E........... 12 B3 ................ . ........ •.... VC8 BULKHEAD © B3 :................... .............. .... ............. : 7'- 0" A.F.F. m SHELVES I `-' RE: 4-VC1 ........ ....... i N m L ...... ....... ...... FIXTURES N.I.C.' OPTICAL SALES NOTE: WAL-MART- TYP. i VC1 DO NOT EXECUTE WAL CHANGES TO PRETEST ROOM IF WALLS ARE - :::......' EXAM 2 ALREADY FRAMED VC9 ¢ BULKHEAD r u ........... 12 :..7..-0 A. F. F. 12 RE' _ 4-VC 1 VC9 •• B3:: B3 -------FIXTURES N.I.C. PROVIDED BY = —_ WAL-MART- TYP. .............. N c0 FM UTILITY NEW 10" SLAT WALL ` r " VC 12 3 -s N N CONTACT N m VC5 Q RESIL T ....................................................................................................................................................................................................................................................................................I CARPET TILE:...............................................I........... ............. I B I B Cvc12 B — — 17'-3" 6-VC 1 20'-9" 5'-10" 4'-8" 12'-O" 10 9.5 9 8.5 SUSP. ACOUS. CEILING SYSTEM 1/2" GYP. BD. ON 1 3 5/8" MTL. STUDS,;' :I .I ;I 6" MTL. STUD BOX HEADER - 2X4 TRIM 107-0" CORNER BEAD (TYPICAL) ROOM FINISH SCHEDULE NO. ROOM NAME FLOOR BASE WALLS CEILING CEILING HT. NOTES VC1 OPTICAL SALES F1 131 W2,W11 C3 10'-0" 1 VC3 LAB F2 B1 W2,W10 C3 8'-2" 2 VC5 CONTACT F1 131 W2,W11 C3 8'-2" 1 VC6 PRETEST F1 B1 W2,W11 C3 8'-2" 1 VC8 EXAM #1 F1 131 W2,W11 C3 8'-2" 1 VC9 EXAM #2 F1 B1 W2,W11 C3 8'-2" 1 VC12 UTILITY F2 B1 W2,W10 C3 8'-2" 2 ROOM FINISH NOTES 1. CARPET & TRANSITION STRIP FURNISHED & INSTALLED BY WAL-MART. 2. PAINT WALLS P-7 . ROOM FINISH SCHEDULE KEY F1 CARPET BY WAL-MART W1 GLASS (INFILL PANEL) F2 RESILIENT TILE/ FEATURE TILE W2 GYPSUM BOARD F3 EXPOSED CONCRETE W3 EXPOSED MASONRY OR CONCRETE F4 CERAMIC TILE W4 F.R.P. F5 ENTRANCE TILE W5 CHAIN LINK F6 PAINT W6 WIRE MESH SUSP. ACOUS. F7 EXISTING TO REMAIN W7 PLYWOOD CEILING SYSTEM F8 FLOOR MATS AND FRAMES W8 48" HT. PLYWOOD WAINSCOT (1/2") CLG. HT. F9 EXPOSED CONCRETE (NOT SEALED) W/ CHAMFERED EDGE AT GYP BD WALLS ONLY 108'-2" B1 RESILIENT W9 PLASTIC LAMINATE WAINSCOT B2 CERAMIC TILE W10 PAINT B3 24"HT.PLYWOOD (1/2") W/ CHAMFERED W11 WALL COVERING EDGE AT GYP BD WALLS ONLY W12 EXISTING TO REMAIN B4 NONE W13 CERAMIC TILE 85 6" PLASTIC BASE B6 2x8 WOOD BASE 4 BULKHEAD DETAIL AT HEADER USE 2-10" C JOIST AT JAMB USE DOUBLE STUDS .s GYPSUM BOARD ON METAL STUDS RE: PARTITION TYPES WOOD BLOCKING BACKER ROD AND SEALANT (BOTH SIDES) ALUMINUM FRAME SYSTEM GLAZING 1Vb. NOTE: ALIGN STOREFRONT TO FACE OF GYPSUM BOARD AT 3 5/8" STUD ONLY HEAD DETAIL 1 1/2"=1'-O" NOTE: ALIGN STOREFRONT TO 1/2" FACE OF GYPSUM BOARD 4KAT 3 5/8" STUD ONLY ALUMINUM DOOR FRAME OR GLAZING RE: PLAN SEALANT BOTH SIDES (TYPICAL) C1 2x4 SUSPENDED ACOUSTICAL TYPE I C2 2x4 SUSPENDED ACOUSTICAL TYPE II C3 2x4 SUSPENDED ACOUSTICAL TYPE III C4 NOT USED C5 EXPOSED STRUCTURE C6 GYPSUM BOARD C7 VINYL FACED GYP. BD. C8 PLYWOOD C9 PAINT C10 EXISTING TO REMAIN C11 METAL SOFFIT PANELS DOOR SCHEDULE NO. Ld SIZE MATERIAL FINISH DETAILS w NOTE REF. DOOR FRAME z HEAD JAMB THRSH. m o g � N C) o O z V g o U ¢ Q 0- d. L 1 2 3 4 VC3 G 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 5-VC1 5-VC1 1 VC8 E 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 5-VC1 5-VC1 1 VC9 E 3'-0" x 7'-0" x 1 3/4" N.M. H.M. 2 5-VC1 5-VC1 1 VC12 E 3'-0" x 7'-0" x 1 3/4" H.M. H.M. 2 5-VC1 5-VC1 1 DOOR NOTES 1. DOOR & FRAME TO BE PAINTED P-7 . 1 /4" TEMP. GLASS (TYP.) E: WALL TYPIE--- - i JAM BZS I LL DETAIL 2 1 1/2"=1'-0" U " " rr > o I VISION CENTER FLOOR PLAN 1/4" = 1'-O" IN DOOR TYPES 10 SIGNAGE GNAGE 8" MAX. H.C. SIGNAGE TO WITHIN 8" OF JAMB ON STRIKE F.F. SIDE. SIGNAGE PLACEMENT RE: PLAN I N Raymond H. Harris Architect Registration No. AR0014269 211 N. Record St. Suite 222 Dallas, Texas 75202 Telephone 214/749-0626 1 �191 F11 � ill / I -� L I r MIL -1 DRANMON STORE# 857 SANFORD, 3_VC, FL \� AMERICANA BOULEVARD U.S. HIGHWAY 17 & 92 TEMPERED GLASS VCA ALUMINUM WINDOW TYPES COLOR SCHEDULE P —61 GREY B-1 BLUE/GREY P-7 WHITE PROVIDE SOL 1 /4"=1 ' -0" 1. ACCESSIBLE TOILET AND BATHING FACILITIES SHALL BE IDENTIFIED WITH A SIGN 2. TACTILE SIGNAGE SHALL BE LOCATED ON THE WALL ADJ BATT INSULAI TO THE DOOR'S LATCH SIDE AND AT A HEIGHT OF GENERAL NOTES 60" A.F.F.. SIGNS MAY BE PLACED ON THE NEAREST ADJACENT WALL WHEN THERE IS NO WALL SPACE ON THE LATCH SIDE. 1. INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD 3. CHARACTER AND SYMBOLS OF SIGNS SHALL BE IN OR CMU WALL U.N.O. CONTRAST WITH THEIR BACKGROUND AND SHALL BE EGGSHELL, MATTE OR OTHER NONGLARE MATERIALS OR 2. ALL PAINTED WALLS TO BE P-7 WHITE U.N.O. FINISHES 3. CARPET AND TRANSITION STRIPS TO BE FURNISHED AND INSTALLED BY WAL-MART. PER HOLDER 12" OFF TO PET. 4RESILIENT TILE AND ADHESIVE TO BE FURNISHED BY .THIN GE OF WATER WAL-MART AND INSTALLED BY THE CONTRACTOR. 5. PROVIDE BATT INSULATION FOR SOUND -PROOFING ' 6 C. FLUSH LEVER ADJACENT IN ALL TOILET WALLS. TO WIDE SIDE OF STALL OR LAVATORY. OPTION: 6. ALL EQUIPMENT SHOWN DASHED TO BE FURNISHED PUSH BUTTON ON TOP AND INSTALLED BY WAL-MART. 6" OF TANK. 7. EXTEND WALLS TO UNDERSIDE OF DECK WHERE W . C. GRAB BARS INDICATED AND/OR NOTED ON PLANS. 3/4"=1 ' -0" HANDICAP GRAB BARS SIDEWALL - 42" LONG BACKWALL - 36" LONG TILT MIRROR (PROVIDE ANCHOR BLOCKING) 74" MIN. A.F.F. Ir TOILET PAPER z INSULATE H.W. LINE & DRAIN HOLDER It LAV. - - o C WATER of - 0 o CLOSET TOILET FIXTURE MOUNTING HEIGHTS WAL*MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 1OTH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: VISION CENTER 192—NVEST Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER 2000 Copyright Q� 1 /4"=1'-0" _ M I 00 _ 00 I 10 M I 00 00 I 00 r� I - M I I j t0 it I iA I I r100 j 10" t n �I I 1 1 t ; 1 ; p 1 I------------------------------------------------- ------------------------------------------------ J - r I I ol SALES AREA X44", IF o� " 6'-ck - 5 FRONT GROCERY FIXTURE PLAN 1,/ 8" = 1 1-0" 71•d 0 I 0 M _ {E .......E It *-I�t M = r------- , 00 0 0 REFRIGERATED CASE GEND — PROTO 192 QTY. NO. DESCRIPTION MFR. OR SUPPLIER MODEL NO. FURN. BY RECVD. BY INSTALLED BY 24' R90 M/D BEER HILL PHOENIX 05DM RE: SPECIFICATION SECTIONS ®1010 AND 15650 204' R98 M/D DELI OR DAIRY TYLER L6DM 16' R102 DELI PROMO ISLAND HILL PHOENIX 031C 8' R106 SERVICE MEAT TYLER LLM 8' R107 SERVICE SEAFOOD TYLER LLF 108' R108 DUAL/MED. TEMP COFFIN HUSSMANN LW, LWU 36' R109 SERVICE DELIHUSSMANN NEBCH 80' R110 M/D FRESH MEAT HUSSMANN M5G 24' R113 MED. TEMP CAKE KYSOR/WARREN B3A3 72' R115 M/D PRODUCE TYLER ' L6DM 421' R119 M/D REACH -IN FRZ., ICE CREAM ZERO ZONE RMZC30 24' R120 M/D DAIRY REAR LOAD TYLER L6DMR BAKERY EQUIPMENT LEGEND — PROTO 192 BAXTER QTY. NO. DESCRIPTION MFR. OR SUPPLIER MODEL NO. FURN. BY RECVD. BY INSTALLED BY 1 B7 30" X 72" S.S. TABLE UNIVERSAL STAIN. 6-SLSB-30 WM GC GC 2 B15 30" X 96" S.S. TABLE UNIVERSAL STAIN. 8-SLSB-30 WM GC GC ; 5 B17 PASTRY CASES WAL-MART - WM WM WM 1 B21 WASH RACK DISPLAY SPEC. NSF WM GC ES 1 B22 30 QT. MIXER HOBART D-300 WM GC ES 1 826 SCALE/LABELER HOBART SP21500 WM GC ES 3 B41 BAKERY HAND SINK UNIVERSAL STAIN. FMHS-1412 WM GC GC 1 B50 AUTOMATIC DONUT SYSTEM A. SHORTENING FILTER/FILLER BELSHAW BELSHAW MARK VI EZ MELT .IM GC ES 1 B51 DONUT GLAZER BELSHAW HG18 WM GC ES 1 B60 BREAD SLICER: GRAVITY DISPLAY SPEC. BERKEL/GMB WM GC ES 1 B61 DONUT FINISHING TABLE DISPLAY SPEC. DT-8 WM GC ES 1 B65 30" X 96" S.S. TABLE, NO BKSP. UNIVERSAL STAIN. 8SLS-30 WM GC GC 1 B83 POT RACK (CEILING MOUNTED) UNIVERSAL STAIN. 24" X 12" WM GC GC 1 B88 30" X 96" S.S. TABLE - UNIVERSAL STAIN. 8CBT-30BD WM GC GC 1 8111 30" X 96" S.S. TABLE W/ SINK UNIVERSAL STAIN. 8CBT-30BD WM GC GC - B112 NOT USED - - - - 1 B114 RACK OVEN (GAS) BAXTER OV21OGM2B WM GC ES 20 B119 OVEN RACKS DISPLAY SPEC. NSF WM GC ES 1 8122 PROOF BOX (4 RACK) BAXTER PC201M38 WM GC ES 1 8123 BAKERY POWER WASH SINK METCRAFT POWER SOAK WM GC GC - B124 NOT USED - - - B125G NOT USED- - B126 NOT USED - - - - 2 B128 ECONO PROOFER BELSHAW EP-18/24 WM GC ES PRODUCE EQUIPMENT LEGEND — PROTO 192 QTY. NO. DESCRIPTION MFR. OR SUPPLIER MODEL NO. FURN. BY RECVD. BY INSTALLED BY 1 P2 WRAPPER HEAT SEAL, 50 WM GC ES 1 P3 30" X 96" S.S. TABLE UNIVERSAL STAIN. 8-SLSB-30 WM GC GC 1 P7 PRODUCE HAND SINK UNIVERSAL STAIN. FMHS-1412 WM GC GC 1 P8 PRODUCE 3-COMPARTMENT SINK UNIVERSAL STAIN. 3N-1824-2D24 WM GC GC 1 P12 SCALE/LABELER HOBART SP1500 WM GC ES 1 P13 R/O WATER FILTRATION EQUIPMENT WAL-MART WM WM ES 1 P14 PRODUCE MISTING SYSTEM WAL-MART - WM RC RC 1 P16 ICE FLAKER HOWE 1000 RL WM RC RC 1 P17 ICE STORAGE BIN HOWE CP750 WM RC RC SEAFOOD EQUIPMENTLEGEND- — PROTO 192 QTY. NO. DESCRIPTION MFR. OR SUPPLIER MODEL NO. FURN. BY RECVD. BY INSTALLED BY 1 S5 ROUND LOBSTER TANK AQUARIA LB6 WM WM WM 1 S7 SEAFOOD HAND SINK UNIVERSAL STAIN. FMHS-1412 WM GC GC . 2 S13 SCALE LABELER HOBART SP1500 WM GC ES 1 S15 LOBSTER STEAMER W/ STAND HOBART HSF3 WM GC ES. 2, 1 S16 S21 30" X 72" POLY TABLE SEAFOOD SINK UNIVERSAL STAIN. UNIVERSAL STAIN. 6MCTB-30 FDS2030-2D24 WM _ WM GC GC GC GC 1 S22 DISPOSAL IN-SINK-ERATOR SS-200 WM GC GC SERVICE DELI EQUIP ENT LEGEND — PROTO 192 QTY, NO. DESCRIPTION MFR. OR SUPPLIER MODEL NO. FURN. BY RECVD. BY INSTALLED BY 4 D2 SLICER HOBART 1812 WM GC ES 4 D4 SCALE/LABELER HOBART SP1500 WM GC ES 3 D7 DELI HAND SINK UNIVERSAL STAIN. FMHS-1412 WM GC GC 1 D10 DELI 3-COMPARTMENT SINK UNIVERSAL STAIN. N-2028-2D20 WM GC GC 1 D11 SANI-SEALER WRAPPER WHIN-HOLT W1­ISS-1 WM GC ES 1 D16 8 FT. HOT CASE W/ ROTISSERIE CUSTOM DELI'S CUSTOM WM GC GC 1 D24 ROTISSERIE CUSTOM DELI'S DDR-42 ' WM GC GC 1 D26 DELI FRYER KEATING OF CHIC. 20TS WM GC GC 2 D27 DELI FRYER KEATING OF CHIC. 24TS WM GC GC 1 D28 FILTER AND DUMP STATION KEATING OF CHIC. 24CF WM GC GC 1 D34 30" X 72" S.S. TABLE UNIVERSAL STAIN. 6-SLSB-30 WM GC GC 2 D36 30" X 96" S.S. TABLE UNIVERSAL STAIN. 8-SLSB-30 WM GC GC 1 D37 30" X 48" S.S. TABLE UNIVERSAL STAIN. 4-SLSB-30 WM GC GC 1 D38 30" X 480. S.S. TABLE, NO BKSP. UNIVERSAL STAIN. _ 4-SLS-30 WM GC GC 1 D39 30" X 72 S.S. TABLE, NO BKSP. JUNIVERSAL STAIN. 6-SLS-30 WM GC ][GC� ABBREVIATION KEY — PROTO 192 EQUIPMENT NOTES: ES - EQUIPMENT SUPPLIER OW - .OWNER 1. ALL FINAL CONNECTIONS BY G.C. GC - GENERAL CONTRACTOR WM - WAL-MART RC - REFRIGERATION CONTRACTOR GEN ER,AL NOTES 1. DIMENSIONS OF REFRIGERATED CASES ARE TO THE OUTERMOST POINTS OF THE CASES; ENDCAPS AND BUMPERS ARE CONSIDERED PART OF THE CASE, WHERE THEY OCCUR. 2. COOLER/FREEZER BOX PANELS WHICH ARE EXPOSED TO THE DELI WORK ROOM, BAKERY, DRY PRODUCE PREP, AND MEAT HOLDING COOLER ARE TO HAVE A WHITE ENAMEL FINISH. ; COOLER BOX PANELS WHICH ARE EXPOSED TO THE MEAT PREP ROOM ARE TO HAVE FACTORY APPLIED KEMLITE FRP FINISH (GLASBORD-P WITH SURFASEAL.) 3. REFRIGERATION CONTRACTOR SHALL FURNISH AND INSTALL STAINLESS STEEL TRIM TO CLOSE ANY GAPS THAT ARE LEFT BETWEEN THE END CASES AND LONG CASE RUNS AFTER THE CASES ARE SET IN THEIR FINAL POSITION. GROCERY CONSULTANTS: CHRIS M. RHEA 6700 ANTIOCH PLAZA, SUITE 300 MERRIAM, KS 66204 BRR JOB NUMBER: 96200199/0728 ELM WALwMAmT WAL* MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 1OTH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: FRONT GROCERY FIXTURE PLAN Drawn By: BTS Checked By:' Revisions: Project Number: 99127 Date: 03 OCTOBER, 2000 GA1 (GAS) Copyright® M I CORRIDOR 4 3 2 — — 1 MG25 00 66'-3" 12'-2" STOCKROOM 1 M FLORAL Cn SINK ' �. ........ _........._.........................._.........................................._.._.._...._.........._......._...._._.._.._......._._._...�. ...__............_..............._............................................_..._..._.........._.....__........._..._...__.. - ....... PR._...EP _ o R90: 24' M/ BEER (0 DM) 1 0 ° ° I 24'-4 " 00 I = 72"x108" DOOR I BEVERAGE ALCOVE 7'-4" C'J r�l i------I s I O I j I C c I 11' H. DAIRY COOLER UJ — N I W — — — — — — — — — 1 M I 1 W RO WATER DISPENSER x c0 , LOCK —UP I ROOM n 10'-10" 24'-0" CLEAR OPENING DAIRY 0 3 " D EP RA iY AC -� --------------------------- M9 R120: 24 EAR -LOAD I 3 INE CO RS: MG 19 I " 4'-0" 26'-5" 10'-5" 24'-3" 18'-101" 10'-41" 9'-6J" 22'-101" •\� _.... :. _..... _. _ ............. ............. ._.......... ...._ `n ..... ............. _.......... ............. — 01 f 2' DUAL TEM �RTD877MED.—'lt"f— CO FIN WITH ENDS COFFIN NTH ENDS �o ( (LWU90) (LWU138) I (LWU138) LWU138) -^ M i0d I (0 I EYEWASH I IJ6 2� Ip)Q Iwo 72'-3" €I c0 i1 ° 00 —1 --2 - I MG4 a MG5 \\ \ \ I \ I \ I \ 1 \ STOCKROOM _\ \ — H.5 H.4 s r I ^ \ s \ \ \ — — — — — — G.9 i I ^ R98: 72 M/D DAIRY (L6DM) � il</ I I CORRIDOR AW ! ! - :I 5'-10" 6'-0" 6 2 to M i STOCKROOM W t ; J s1 ° 10 w , r'1cV ° 72"X108" ° C-4 `° z ^ i DOOR I �� I I66 �.00 III m m I t 0) € ti u :I w III I I UJ i f m M I O ir € M 1 1 — i .ICK = i m m I i rn I SALES AREA i 96 BM I I joo 96" BM 96" BM €(D .I I I �z 14'H. ICE CREAM FREEZER 7 D"OOR ® n i ° ° I • +c0 I ! 1 it 1 N "" 0 o M w 96" BM 96" BM o -1 € _I n 00 ' I N i ao UJ m m ° e N O —I — — — — — --- — — — — — I — It i 14'H. MEAT & 0 1 I DELI COOLER I q I w I s—is1 € I m I 1 g 72"x108" ® I DOOR I d� ° I 94 96 1 i BM BM 1-GA1®— t 1-GA1 t I I I I I I ° ° I —1 I 11 I --- 6'-94" 11'®1 in 4'-6 j" 7" 18'_0" MEAT PREP EQUIPMENT LEGEND — PROTO 192 CITY. NO. DESCRIPTION MFR. OR SUPPLIER MODEL NO. FURN. BY RECVD.. BY INSTALLED BY 2 M1 MEAT SAW HOBART 5801 WM GC ES 1 M2 SLICER HOBART 1812 WM GC ES 2 M4 CUBER/TENDERIZER HOBART 403 WM GC ES 1 M5 MIXER/GRINDER HOBART 4346 WM GC ES 1 M10 DRIP TABLE UNIVERSAL STAIN. DT-304834 WM GC GC 4 M11 30" X 72" POLY TABLE UNIVERSAL.. STAIN. 6MCTB-30 WM GC GC 4 M13 BOAT RACK ® 5' A.F.F. WAL—MART — WM GC GC 2 M14 MEAT PREP HAND SINK UNIVERSAL STAIN. FMHS-1412 WM GC GC 1 M16 MEAT PREP 3—COMPARTMENT SINK UNIVERSAL STAIN, 3N-2028-2D20 WM GC GC 1 M18 HAND WRAP STATION A: HAND WRAP B: SCALE/LABELER HOBART HWS-4 ULTIMA 2000 WM GC ES 1 M33 AUTO MEAT WRAPPER HOBART UWS WM GC ES 1 M34 LABELER HOBART CLA WM GC ES MISC. GROCERY EQUIPMENT LEGEND — POTO 192 QTY. NO. DESCRIPTION MFG. OR SUPPLIER MODEL NO. FURN. BY RECVD. BY INSTALLED BY 2 MG3 BATTERY CHARGER GNB TCII-1260OT-1 WM WIVI ES 1 MG4 BALER CRAM —A —LOT 60 WM WM ES 1 MG5 COMPACTOR CRAM —A —LOT COM-11 WM WM ES 1 MG23 3—DOOR S/C FLORAL CASE (RE: 1—A1 FOR LOCATION) ZERO ZONE 3RMCP30 FLSC WM RC RC 1 MG25 DSD DESK WAL—MART — WM WM WM 20 MG28 STYLELINE GLASS DOORS COM. REFRIG. DR. G1 OW RC RC 20 MG29 STYLELJNE 36" DEEP SHELVING COM. REFRIG. DR. MILK —MART OW RC RC 1 i I � ' 1 GROCERY CONSULTANTS: CHRIS M. RHEA 6700 ANT16CH PLAZA, SUITE 300 MERRIAM, KS 66204 BRR JOB NUMBER: 96200199/0728, i T :11/11 u WAL* MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX ` 2001 SE 1OTH STREET BENTONVILLE, AR 72712---64.89 Sheet Contents: REAR GROCERY FIXTURE PLAN Drawn By: BTS Checked By: Revisions: ; Project Number: 99127 Date: 03 OCTOBER, 2000 GA2 Copyright I 1 1 I 1 I I 1-GA4 qW t 1 I I it e 1 it it 1 1 1 SALES AREA I I I 300 ( it ! t 1 1 I f I 1 ! 1 I 1 I 1 I 1 1 I 1 t ! . j I I I t I I 7,-7" I I tee- <,- ��- �,- �.- w- �.-^ ��- ��- iv- �- ��- ��- i'- i ice- w- < - e e e e e \ e e e e e e e \ e e e e e e e e e e e e e/ il--------------�--------------- 1----------------- ---------------- L_------ - _ 1--------- I I fie,•' I; I 3.56 t------ - I I1 Iii i i i i i 98.67' _... I I...... ...... --- __....... ._......... ...... _.._ ._....._... ...._.... __ . ..... -- -= .._ I I ------tc--->.---�c---t'c-L__R--_.�__.�--�. --� -- � -- � -�-- 1 ( ee ! ee fee fee / ee ee ! ee ! ee / \e f ee / ♦e / ee fee fee ! ee ! ee / ee / ee I 10'-6" w^ �� �- - ��-�-. - ��- �.-- <.-- w- ��- ��^ �-- < - < ` X�- e e e e e e \ e e e . e . e �'! i1-._.=._.-y-'1---?i---'1--'.�.==.=1�.-'+-y-=1-- / 1 1 e\ III I I 1 1 I I I1 IL__________--1_______________1_----..-____-_--_._1_____-.---______--L---______-_____ 1 ___-----_________________ ________ _-----_ _ t l 1 � III I I I I I I I s i III I I I I I It ...._ �==T ==7c-==>��-=T==•-1r�-7c-�T =!}c--�+-..-�"%=-_F_e��r���=T R=---r�=-T =-(�c='=T =-Ic -='F_-�-'_- -�'R---�[=--1 1 1 e / e f e / e / e / e / e ! e / e / e /♦ / e f e / e I e e \ e e l e \ e \ e e e e e ! C I e e e e e e e e e e e e e e e e e e e e e e \ e e \ 1 1 / e / ♦ / e / e / e f e / e / \ / e / e / e / e,/ ♦ / e / e / \ / e / \ / e / e / e / \ / e / ♦ / e / e 1 e --Y --y-- ' -----'�--�---i-=-i�--'!---`c�---�--" -- "---+--- y =j-__v II ------ I 1\ l III I I I I I CIOa I t � ewe I III I I I I I it I I ' }i V c v M t I 1 1 I I I 14:- /"- FREEZER FLOOR I 1 FRONT GROCERY FLOOR PLAN 1/ 8" = 1'-0" II I I I I �o� • 1-GA4 I� III i i MEAT & DELI I ' I C I 3.54 V) I I -0 I I 323 I 32 98.60 it li 3.56 I "I 6.53 r--------p. =O I 6 I j 98. I � I I I I I--------- I ------------ O II 1 -- -� --------------------- W ,I I -�----- -,---- W !! /� J!/ ! 1 . _ �n �� : �� , GA7 1 cam, - OWNER FURNISHED AND CONTRACTOR INSTALLED 8'-0" X 16'-0" PREFABRICATED ELECTRICAL DISTRIBUTION CENTER (E.D.C.) /-1" Q � ENLARGED SEAFOOD DEPT. PLAN 2- 1 /4" = 1'-0" .00"'ANFOO""'RD, ti FL WAL* MART STORES INC. SAM M . WALTO N DEVELOPMENT COMPLEX 2001 SE 1OTH STREET BENTONVILLE,' AR 72712--648C KEYNOTES GENERAL NOTES Sheet Contents: 2.50 CHAINLINK FENCE TO 14'-0" A.F.F. (02821) 1. REFRIGERATIOPIT DIMENSIONS ON PLAN ARE INSIDE CLFAR NDIMENSIONS; SPOT ELEVATIONS FRONT GROCERY 3.54 6" H. X 6" W. CONT. CONCRETE CURB AT BASE INDICATE LEVEL OF BOTTOM MOST POINT OF P.V.C. OF COOLER/FREEZER BOX; RE: 1-GA7.1. (03300) PIPE WHERE IT CONNECTS TO A CONCRETE PIT; FLOOR PLAN 3.56 CONCRETE REFRIGERATION PIT; RE: 4-GA7. (03300) P.V.C. PIPE TUNNELS TO SLOPE DOWN TOWARDS COMPRESSOR HOUSES AT 1" PER 20'-0" RUN. 5.50 4"0 CORE DRILLED, STANDARD PIPE BOLLARD; - 2. STUD WALL DIMENSIONS ARE TO THE FACE RE: 13-GA7. OF THE STUDS. 6.53 8"0 SCHED 40 P.V.C. PIPE; LAY PIPE IN TRENCH 3. G.C. TO INSTALL WAL-MART FURNISHED WALL BETWEEN CONC. PITS; APPROX. PIPE LENGTH MOUNTED SOAP DISPENSERS, ONE AT EACH NOTED BESIDE KEYNOTE; RE: 3-GA7 FOOD PREP HAND SINK; RE: 10810; WAL--MART TO PROVIDE PAPER TOWEL HOLDERS. 6.54 10*0 SCHED 40 P.V.C. PIPE; LAY PIPE IN TRENCH BETWEEN CONC. PITS; APPROX. PIPE LENGTH 4. REFERENCE SHEET Al FOR ALL DOOR NOTED BESIDE KEYNOTE, RE: 3-GA7 NUMBERS, Drawn By: BT3 6.57 2X8 WOOD BASE AND 48" PLYWOOD WAINSCOT; Checked By: Vv�7 RE: 3-GA7.1 (06100) Revisions: 7.50 HATCHED AREA INDICATES EXTENT OF INSULATED FREEZER FLOOR; RE: 2-GA7 (07210) 9.50 7/8" FURRING CHANNELS W/ FRP ON 1/2" WATER RESIST. GYP. BD. TO 4" ABOVE FIN. CLG. (09260) 9:51 SUSPENDED BULKHEAD; 3 PARTITION LEGEND STUDSAT 2 GROCERY WALL SECTIONS. IONS. 4O.0RE: (09260) 9.52 PROVIDE CHASE WALLS AROUND REFRIGERATION PIT AND PIPING; 3 5/8" STUDS W/ 1 /2" MOIST. RESISTANT GYPSUM BOARD TO JUST ABOVE FINISH CEILING CMU WALL (RE: ARCHITECTURAL DWGS.) 9.74 6" X 25 GA. METAL STUDS WITH 1 /2" MOISTURE RESISTANT GYPSUM BOARD TO 12" ABOVE£ FINISHED CEILING. ( UR ATED PART1110N WITHrt FIRE" _ STOPPING, ATADECK" 9.75 3•-5/8" STUDS W/ 1/2" GYPSUM BOARD ONE SIDE FROM TOP OF COOLER BOX TO DECK. - CHAIN .LINK FENCE 9.76 MASTIC FRP (FP-2) TO EXPOSED COOLER PANEL WALLS. 9.77 FURR OUT COOLER WALL FROM TOP OF CONC. METAL STUD WALL CURB TO 10'-0" A.F.F. W/ 1 /2" PLYWOOD ON 6" STUDS; WIDTH OF FURR OUT AS NEC. Project Number: 99127 TO CONCEAL WATER PIPING. COOLER/FREEZER BOX WALL (BY OWNER) J Date: 03 OCTOBER, 2000 9.79 INSTALL FRP CLOSURE PANEL ABOVE PASTRY CASES TO FINISHED CEILING AFTER CASES HAVE BEEN INSTALLED. PARTITION TYPE INDICATOR oPPosl ODE FIRST MATERIAL INDICATOR IN DESCRIP- 9.80 PREMANUFACTURED TRENCH DRAIN; RE: 11-GA7 AND GROCERY PLUMBING. REFM CE SIDE TION IS SAME SIDE AS INDICATOR SIDE GA3 X (REFERENCE SIDE) OPPOSITE MATERIAL IN DESCRIPTION ON OPPOSITE 9.81 LOCATE TOP OF DRAIN TO BE 2" BELOW FINISHED SIDE OF INDICATOR FLOOR; RE: 9-GA7 SIM., AND GROC PLUMBING. SEE SHEET A6 FOR PARTITION TYPES. 15.50 EXHAUST HOOD; RE: GROG. HVAC (15500) Convrtaht0 4.8 I I i i 1 ' i I ' I ' � I 1 ' i i i I ii i i I i i i i I 4 3 2 1 0 ®1 e-2 I I I I .. I -------�— �-- ---_ ®_ _ I®_ -- _-- -- --- ®- _--- - _ O-------1-------1--------L--------L-------�- 6.53 ' 38' i i 3.56 _ 6'-8" 4 00"-� 14'-2" € I E 'I ----_-_---------�y. --- 8.8 ' 98— 77' .- I 3.56 E� 6.53 I1 I' �I N I........................il I. i ..�.:...®.. Sim. 1—G-t f-i Ci I I�' to I� I SALES AREA I 1-GA3 REAR GROCERY FLOOR PLAN 11I 809 ® ;'—o" <........................ I I' I` II I I ` r 98.83' :..................I 56'�� I -GA3 WAL* MART STORES INC. SAM M . WALTO N DEVELOPMENT COMPLEX 2001 SE 1 OTH STREET - BENTONVILLE, AR 72712--648S KEYNOTES 3.54 6" H. X 6" W. CONT. CONCRETE CURB AT BASE Sheet Contents: OF COOLER/FREEZER BOX; RE: 1-GA7.1. (03300) " REAR GROCERY 3.56 CONCRETE REFRIGERATION PIT, RE: 4-GA7. (033oo) FLOOR PLAN 5.50 4"0 CORE DRILLED, STANDARD PIPE BOLLARD; RE: 13-GA7. (05500) 6.50 2x8 WOOD BASE AND 24" H. PLYWOOD WAINSCOT; RE: 3-GA7.1 (06100) 6.53 8"0 SCHED 40 P.V.C. PIPE; LAY PIPE IN TRENCH BETWEEN CONC. PITS; APPROX LENGTH OF TUNNEL NOTED BESIDE KEYNOTE; RE: 3-GA7 6.57 2x8 WOOD BASE AND 48" H. PLYWOOD WAINSCOT; Drawn By: BTS RE: 3-GA7.1 (06100) Checked By*6 7.50 HATCH AREA INDICATES EXTENT OF INSULATED Revisions: FREEZER FLOOR; RE: 2-GA7. (07210) 9.51 SUSPENDED BULKHEAD; 3 5/8" X 25 GA. METAL STUDS AT 24" O.C.; RE: GROCERY WALL SECTIONS (09260) 9.53 3 5/8" METAL STUDS W/ 1 /2" GYPSUM BOARD ONE SIDE; WALL TO 12'-0" A.F.F. (09260) 9.70 4" W. PAINTED LINES; COLOR TO BE P-5; (09900) 15.52 EYEWASH; RE: GROC. PLUMBING PARTITION LEGEND CMU WALL (RE: ARCHITECTURAL DWGS.) 1 HOUR RATED PARTITION WITH FIRE ; STOPPING AT DECK — — CHAIN LINK FENCE Project Number: 99127 METAL STUD WALL Date: 03 OCTOBER, 2000 COOLER/FREEZER BOX WALL (BY OWNER) PARTITION TYPE INDICATOR OPPOSIJE SIDE FlRST MATERIAL INDICATOR IN DESCRIP- R CE SIDE TION IS SAME SIDE AS INDICATOR GA4 X (REFERENCE SIDE) OPPOSITE SIDE MATERIAL IN DESCRIPTION ON OPPOSITE SIDE OF INDICATOR ' SEE SHEET A6 FOR PARTITION TYPES. ' Copyright 0 t V) C J 5 REAR WALL INTERIOR ELEVATION 1/ 8" = is -;.On" 9.55 —i 9.55 y. ® rnw�,wn,......o..w.......an-- O) $ M 1 $ (D --------- ---------- --------- ----------- M/D DAIRY B-1 SIDE WALL INTERIOR ELEVATION 4 ,/ 8" = 1'-0" Lel 3 SIDE WALL INTERIOR ELEVATION 1/ 8" = 1'-O" +--«...w «w—wean,w.--+we,w.--r—.w..w.xw---xM------O oa.--wiw+w.+wa—. --- « «...�........»...»....«...«... ...,.. ,».w....«.«o.«.a..«...��-- 0 � B M/D DELI 9.54 P-7 4 Q 4 FRONT WALL INTERIOR ELEVATION 2 , 8" =1'-0" 0 1 /8" 1'-0" Q 16q M 1-1/2" = 1'-0" V, ggnugg F' =Jgfr.xltyr (� i. r I n GROCERY CONSULTANTS: CHRIS M. RHEA 6700 ANTIOCH PLAZA, SUITE 300 MERRIAM, KS 66204 BRR JOB NUMBER:96200199/0728 S A N F 00% "a = REs FL i WAL* MART STORES INC. SAM M. WALTON KEYNOTES DEVELOPMENT COMPLEX 2001 SE .10TH STREET BENTONVILLE, AR 72712-6489 6.58 PROVIDE 1X6 TRIM ALONG TOP AND SIDES OF PASTRY CASES TO SEAL GAP; RE: 7-GA7.1. ; 8.52 FLEXIBLE PLASTIC TRAFFIC DOOR. (08381) Sheet Contents: 8.53 FLEXIBLE ALUMINUM TRAFFIC DOOR. (08381) GROCERY 9.54 GYPSUM BOARD L J NTSAT 30' 0 O.C. RAND WERE SHOWN ON INTERIOR ELEVATIONS INTERIOR ELEVATIONS; PAINT (P-7) (09260) 9.55 CONTROL JOINT IN GYPSUM BOARD (09260) 9.67 EXTEND BASE 2'-0" BEHIND CASE ON EACH SIDE OF DOOR. 15.51 REFRIGERATED CASE (15650) ' 15.53 COOLER DOOR (15650) Drawn By: BTS Checked By: Wt�;, RESILIENT BASE SCHEDULE B-1 4" RUBBER/VINYL Revisions: B-5 6" PLASTIC RE: SPECIFICA71ONS FOR ADDITIONAL INFORMATION (09678) 2--1 COLOR SCHEDULE P-7 WHITE P-3 BLUE RE: SPECIFICATIONS FOR ADDITIONAL INFORMATION (09900) , -1 FRP WALL PANEL SCHEDULE FP-1 KEMLITE FRP, WHITE FP-2 MARLITE 4" X 4" SCORED FRP, WHITE FP-3 MARLITE 4" X 4" SCORED FRP, BLACK FP-4 MARLITE 4" X 96" PVC BORDER, RED Project Number: 99127 Date: 03 OCTOBER, 2000 NOTE: ALL FRP PRODUCTS FURNISHED BY OWNER, INTSALLED BY G.C.; RE: 09542 , GA5. GENERAL NOTES 1. PAINT SALES AREA SIDE OF ALL DOOR FRAMES P-7 WHITE Copyright �- 3-5/8" X 20 GA. METAL STUDS AT 24" O.C. TYP. STUD CONNECTION: (3) #8 SCREWS 1 /2" PLYWOOD R/A 1 /2= GYPSUM BOARD 3-5/8" X 25 GA. METAL 1 /2" GYPSUM BOARD; STUDS AT 24" O.C. SEAL TIGHT AROUND DUCKWORK 1/2" GYPSUM BOARD FREEZER BOX BY OWNER o 3-5/8 X 25 GA. METAL r { { STUDS AT 24" O.C. SEAFOOD COOLER 319 REFRIGERATED CASE a BY WAL-MART. 1 1/4" X° 3/4" REFRIG. PIPE �{1 INSULATION ATTACHED TO BACK OF CASE BY REFRIG. AT, CONTRACTOR; RE: 15650 5 H. QUARRY BASE -- - HOLD GYPSUM BOARD aj 8" OFF FINISH FLOOR SECTION AT SEAFOOD COOLER 1/ 2" = 1'-0" NESTED 3-5/8" X 20 GA. STUD AND TRACK; SECURE EACH END TO BAR JOIST WITH TEK SCREWS; ATTACH EACH STUD OF BULKHEAD TO NESTED STUDS -� 3-5/8" X 25 GA. METAL STUD BRACE AT EACH BAR JOIST 2X2 X 18 GA. CONT. STEEL ANGLE 1/2" GYPSUM BOARD CAKE DECORATING 304 i I I { Sri jL------------- J 3 5/8" X 25 GA. METAL STUDS AT 24" O.C. 1/2" GYPSUM BOARD Lit -on SALES AREA 300 REFRIGERATED CASE u BY WAL-MART. SEAL BACK OF CASE TO FLOOR W/ SILICONE SEALANT -Z SECTION AT CAKE DECORATING 6" X 18 GA. DEEP LEG TRACK •- 3-5/8" X 20 GA. METAL STUDS AT 16" O.C. •- TYP. STUD _ CONNECTION: (3) #5 SCREWS' , 6" X 25 GA. METAL STUDS AT 24" O.C. 1 /2" GYPSUM BOARD •i --- 3 5/8" X 25 GA. METAL 0 o STUDS AT 24" O.C. -- 1/2" GYPSUM BOARD 1'-0" -- 2 X 4 USDA APPROVED LAY -IN CEILING r---------------, 1 r--------------ri MARU'IE PANEL (FRP#2) ON 1 /2" GYPSUM BOARD DRY PRODUCE PREP i i i i SALES AREA A (EXTEND RFP 8" BEHIND 305 i i ii 300 �I 0I CASE AND STOP) 1 1 1 1 "v, o I I I 1 I I I I 1 FRP ON 1/2" WATER RESIST. GYPSUM BOARD 1 1 i l 1 L-------------- IJ 4". H. RESILIENT BASE r; SECTION AT SEAFOOD CASE 1/ 2" = 1'-O" 6" X 25 GA. METAL STUDS AT 24" O.C, 3 5/8" X 25 GA. METAL STUDS AT 24" O.C. — DELI COOLER 314 6" X 18 GA. NESTED 3-5/8" X 20 GA. DEEP LEG TRACK STUD AND TRACK; SECURE EACH END TO BAR JOIST NTH TEK SCREWS; ATTACH EACH STUD OF BULKHEAD TO NESTED STUDS 1 /2" GYPSUM BOARD F_ 3 5/8" X 25 GA. METAL 0 o STUDS AT 24" O.C. 1/2"' GYPSUM BOARD 2 X 4 USDA APPROVED LAY -IN CEILING 1/2" GYPSUM BOARD 5" H. QUARRY BASE SECTION AT DELI 3-5/8" X 25 GA. METAL STUDS AT 24" O.C. 2x4 USDA APPROVED LAY -IN CEILING •--•\ NESTED 3-5/8" X 20 GA. STUD AND TRACK; SECURE EACH END TO BAR JOIST WITH TEK SCREWS; ATTACH EACH STUD OF BULKHEAD TO NESTED STUDS 3-5/8" X 25 GA. METAL STUD BRACE AT EACH BAR JOIST 2X2 X 18 GA. CONT. STEEL ANGLE 1 /2" GYPSUM BOARD 3 5/8" X 25 GA. METAL 0 o STUDS AT 24" O.C. FRP PANEL ON 1 /2" MOISTURE RESISTANT 1/2" GYPSUM BOARD GYPSUM BOARD 1'-0" MARUTE PANEL (FRP #2) ON 1/2" GYPSUM BOARD { 7 i GA7. i { o `® BAKERY SALES -AREA 303 i � N 300 PASTRY' � CASE � {` { . i I { SEAL BACK OF CASE TO FLOOR W/ SILICONE SEALANT A SECTION AT BAKERY CASES 3-5/8" X 20 GA. METAL STUDS AT 24" ' O.C. TYP. STUD CONNECTION: (3) #s SCREWS I 1 /2" GYPSUM BOARD BRACE WALL TO COOLER- W/ 20 GA. METAL CUP ANGLE AT 48" O.C. 3-5/8" X 25 GA. METAL STUDS AT 24" O.C. 0 P 1 /2" GYPSUM BOARD PAINT P-7 2'-6" 1 /2" GYPSUM BOARD 3-5/8" X 25 GA. METAL STUDS AT 24" O.C. MARLITE PANEL (FRP #2) FROM FLOOR TO 0) UNDERSIDE OF SOFFIT DELI COOLER SALES AREA 314 FRO 0 PLASTIC BASE (09678) 5" H. QUARRY BASE----..6"H. SECTION AT BAKERY DISPLAY ALCOVE MI GROCERY CONSULTANTS: CHRIS M. RHEA 6700 ANTIOCH PLAZA, SUITE 300. MERRIAM, KS 66204 BRR JOB NUMBER: 96200199/07280( 13"'k A IN F®R& WALE MART STORES INC. SAM M. WALTON • ; DEVELOPMENT COMPLEX 2001 SE 10TH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: GROCERY WALL SECTIONS Drawn By: BTS Checked By: -� Revisions: ' REFRIGERATED CASES "' REFERENCE GA1, GA2 AND MANUFACTURER'S ' CATALOG CUT SHEETS FOR DIMENSIONAL • ; DATA; DO NOT SCALE OFF WALL SECTIONS. copyright© - ; 1 /20 = 1' —on 1 /2" = 1'-O" i t Al NESTED 3-5/8" X 20 GA. STUD AND TRACK; SECURE EACH END TO BAR JOIST WITH TEK SCREWS; ATTACH EACH STUD OF BULKHEAD TO NESTED STUDS — 3-5/8" X 25 GA. STUDS AT 24" O.C. 1 /2" GYPSUM BOARD 3-5/8" X 25 GA. METAL STUDS AT 24" O.C. III I 1 /2" GYPSUM BOARD I IIIII METAL FLASHING AND I ( SEALANT BY REFIG. III I �• — =mac CONTRACTOR IIIII I IUII I DAIRY COOLER Idl) I f —" SALES AREA 313 III I I 300 REFRIGERATED CASE BY WAL—MART. I -z SECTION AT DAIRY CASE 1 /2" = 1'—O" 6" X 18 GA. DEEP LEG TRACK SEAL BTW. STUDS W/ METAL TRACK - 2 3 5/8" X 18 GA. CONT. ' TRACK; ATTACH TO JOIST — CHORD W/ #12 TEK SCREWS AT 12" O.C. (TYP, EA, END) 3'-6" o_ R/A 3-5/8" X 20 GA. METAL STUDS AT 24" O.C. TYP. STUD CONNECTION: (3) #8 SCREWS 1/2" GYPSUM BOARD 6" X 25 GA. METAL STUDS AT 24" O.C. 3-5/8" X 25 GA. METAL STUDS AT 24" O.C. 3-5/8" X 25 GA. METAL I I STUDS AT 24" O.C. STOCKROOM I REFRIGERATED CASE tD I BY WAL—MART. 24" H. PLYWOOD WAINSCOT, RE: 3—GA7.1 w l I — — — 1 1/4A. X 3/4" REFRIG. PIPE HOLD GYPSUM BOARD I ( INSULATION ATTACHED TO 8" OFF FINISH FLOOR ° _ _ — — _ _ ( BACK OF CASE BY REFRIG. f CONTRACTOR; RE: 15650 °%� 2x8 WOOD BASE SECTION AT STOCKROOM 1/ 2"- = 1'-0" 51UU AND TRACK; SECURE EACH END TO BAR JOIST WITH TEK SCREWS; ATTACH EACH STUD OF BULKHEAD TO NESTED STUDS 3-5/8" X 25 GA. METAL STUD BRACE AT EACH BAR JOIST 2X2 X 18 GA. CONT. STEEL ANGLE 1 2" GYPS UM BOARD 3-5/8" X 25 GA. STUDS AT 24" O.C. DAIRY COOLER 313 n n. II II� II illl II II11 II li COOLER BOX MFR. TO COORDINATE SIZE OF OPENING WITH GLASS DOOR MFG. II (Lii II Ilil 4 SECTION AT DAIRY COOLER 1 2" = 1'-0" 2 3 5/8" X 18 GA. CONT. TRACK; ATTACH TO JOIST — CHORD W/ #12 TEK SCREWS AT 12" O.C. (TYP. EA. END) 3'-6" 1 /2" GYPSUM BOARD; SEAL TIGHT AROUND DUCKWORK MEAT AND DELI COOLER 323 to 00 is z HOLD GYPSUM BOARD— — 8" OFF FINISH FLOOR 6" x 6" CONC. CURB — — RE: 1—GA7.1 3-5/8" X 20 GA. METAL STUDS AT 24" O.C. TYP. STUD CONNECTION: (3) #8 SCREWS 1 /2" GYPSUM BOARD 3-5/8" X 25 GA. METAL STUDS AT 24" O.C. R/A ° of 1/2" GYPSUM BOARD I 3-5/8" X 25 GA. METAL STUDS AT 24" O.C. REFRIGERATED CASE BY WAL—MART. I I 1 1/4" X 3/4" REFRIG. PIPE INSULATION ATTACHED TO BACK OF CASE BY REFRIG. (�77 CONTRACTOR; RE: 15650 Wlo --- _ — —I 1 SECTION AT MEAT & DELI COOLER 1 / 2" = 1'-0" an ® GROCERY CONSULTANTS: WAL EXPANSION' STORE01"57 N F H u, FL WAL* MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 1OTH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: GROCERY WALL SECTIONS Drawn By: BTS Checked By: Revisions: : Project Number: 99127 Date: 03 OCTOBER, 2000 GA6.1 REFRIGERATED CASES REFERENCE GA1, GA2 AND MANUFACTURER'S CATALOG. CUT SHEETS FOR DIMENSIONAL DATA; DO NOT SCALE OFF WALL SECTIONS. Copyright® a 0 1 ROUND OFF TOP 4*0 PIPE BOLLARD, WELD TO BASE PLATE AND FILL WITH CONCRETE; PAINT P-5 FREEZER FLOOR STEEL SLEEVE; GROUT FILL AROUND BOLLARD 8"x8"x1 /2"TH. BASE PLATE WITH (4) 1/2" x 4" LONG EXP. BOLTS --- CONCRETE CURB FINISHED OPENING OF COOLER/FREEZER BOX OR STUD WALL 2" 1 CORNER OF WALL ® a• ° d 1 M t ... d PLAN SECTION FOR INTERIOR OF FREEZER BOX ONLY 4 BOLT MOUNTED BOLLARDS AT FREEZER CORE DRILLED BOLLARD 3 4" = ,'-0" " _ " / 13 , 2 _ ,_o / ... .2 ..» . __....- )R :T 'LAB TILE 9 DRAIN DETAIL AT STOCKROOM/PREP AREAS 1" = it —on ROUND OFF TOP 4" DIA. PIPE BOLLARD; CORE DRILL ALL BOLLARDS EXCEPT ON INTERIOR OF FREEZER BOX; BOLLARDS TO BE INSTALLED AFTER WALLS ARE ERECTED PAINT: P-5 CONCRETE FLOOR SLAB 8" DIA. CORE DRILL CONCRETE FILL ........ COOLER WALL PREFIN. W/ FRP BY OWNER .:.°..... CUT BOTTOM 5" OF VERTICAL = FRP TRIM (TRIM FURN. BY OWNER) ......... 3/8" MAX. ..,........ SILICONE SEALANT #2 W/ FINGER COVE 4-3/4-A. FRP STRIP SCREW TO BASE OF -COOLER ......... WALL W/ O.S. FACE IN 5" COVED QUARRY BASE; ADHERE TO ;.;.:.;.:.;.;.:.; SUBSTRATE PER SPEC. SECTION 09330 6" x 6" QUARRY TILE FLOOR .°........ RE: 09330 FOR MORTAR AND GROUT FOR WALK-IN COOLERS/FREEZERS MEAT PREP ROOM 8 QUARRY TILE BASE DETAIL 1:2 i NOTE: CONCRETE CURBS ARE TO BE FORMED AFTER WALLS, COOLERS, ETC. ARE IN PLACE, USING FACE OF WALL OR BOX AS SIDE FORM. PROVIDE WATERPROOFING PER 1-GA7.1. DOOR OPN'G WIDTH + 1'-4" " 4"0 CORE -DRILLED PIPE FREEZER BOX AND BOLLARD; RE: 13-GA7 DOOR BY OWNER o EQ. EQ. o e A ' Il w {Si -k•— mr• vrcwwanwn - ' _ .+. s.' S 1 .... .................. ....... ..... ' I 1 I 1 :. .':❖. • d 1 1 I. •• b i W _ 6"W.x6"H. CONCRETE 2 COOLER/FREEZER BOX AND 3 CURB; RE: 1-GA7.1 „ » 2 DOOR BY OWNER 4"0 BOLT MOUNTED PIPE 4"0 CORE -DRILLED PIPE BOLLARD; RE: 14-GA7 BOLLARD FOR COOLERS; 6"W. x 6"H. CONCRETE CURBS: RE: 13-GA7 SEE DETAIL 1-GA7.1 AND FLOOR PLANS FOR EXACT LOCATION 4"0 BOLT MOUNTED PIPE BOLLARD FOR FREEZERS; RE: 14-GA7 7 DETAIL AT SINGLE ACTING FREEZER DOOR DETAIL AT COOLER/FREEZER SLIDING DOOR / 1,2_,_0 3'-0n 99.92 y—n» ICE STORAGE BIN I I o FLOOR DRAIN; RE: i PLMBG. DWGS. N 3 3 i 3 SLOPE FLOOR I --- _.. ----- _ ------- TO DRAIN --- STUD WALL; RE: GA3 100.00 FLOOR DETAIL AT ICE MACHINE 12 ,/ 4" = ,'-0" FRP ON MOIST. RESIST. - GYPSUM BOARD J-MOLD AND SEALANT 55' H. PLYWOOD n PREMANUF. TRENCH DRAIN; TOP OF DRAIN TO BE SET 1 /2" ABOVE SLAB TO MAKE DRAIN FLUSH WITH QUARRY TILE FLOOR. 1 CONCRETE SLAB AT TRENCH DRAIN 1 1" = 1'-0" 1 /2" CD PLYWOOD ON 3-5/8" METAL. STUDS; EXTEND PLYWOOD 1" PAST 'TOP OF PLATE 1 /4" GALV. PLATE 3/4"x1" STEEL BAR; WELD TO EMBEDED ANGLE - 8"0 OR 10"0 PVC PIPE; SET TOP OF PIPE 6" BELOW FIN. FLOOR AT OPPOSITE END AND d SLOPE 1" IN 20'-0" TO 'THIS POINT 4. 3 5/8" METAL STUD BOX BEAM TO SPAN PIT OPENING. FIN. FLOOR ELEV. 0 z o$ O® RE: FOUNDATION DETAILS. 0 oa Zz 5 COVED QUARRY BASE o IN LATEX MORTAR BED ' N W N d. q a •° ' 2'-0" 7 QUARRY TILE BASE DETAIL PIT AND CHASE . -WALL DETAIL 1:2 » _ , » -- 1 5 NOT USED ALL DRAINS AND CLEANOUTS ON THE SALES FLOOR ARE TO BE FLUSH WITH THE TOP OF CONC. SLAB; DO NOT SLOPE FLOOR TO THESE DRAINS DRAIN DETAIL AT SALES FLOOR CASES 1 o 1" _ 1'-0" 3-5/8" METAL STUDS AT 16" O.C. W/ 1 /2" CD PLYWOOD 12'-0" H. 8"0 OR 10"0 PVC PIPE o REFRIGERATION LINES; 1' ;.... RE: , -R1 6-GA7 REFRIGERATION PIT; RE: STRUCTURAL DETAIL .... AND 6-GA7. DOTTED AREA INDICATES 1 /4" GALV. STEEL COVER PLATE, TO BE INSTALLED .: p... FLUSH WITH TOP OF FLOOR SLAB AFTER REFRIGERATION LINES ARE IN TUNNEL; PROVIDE HOLES ON EACH END SO PLATE CAN BE LIFTED OUT I 2'-0" 5 PIT AND CHASE WALL DETAIL 1/ 2" = 1'-0" 1" 2" f+ (2) 2x12 PRESSURE TREATED TRENCH SUBSURFACE TO 2" 8"0 OR 10"0 SCHED. 40 PVC REFRIG. BLOCKING AT PERIMETER; AT FACE OF FREEZER FACE OF FREEZER BELOW BOTTOM OF PVC; TUNNELS; SET TOP OF PVC AT DOOR OPENINGS, CUT DOWN FILL WITH GRANULAR MATERIAL 6" BELOW FIN. FLR. AND SLOPE BLOCKING 3/4" AND NAIL 3/4" 2 2X12 PRESSURE TREATED PLANS O (4) 2X12 PRESSURE TREATED EMS CONDUIT DOWN 1" PER 20' TOWARDS RISERS; X3" OAK BLOCKING FLUSH BLOCKING AT PERIMETER , » n RE: GROC. ELEC.) RE: SPOT ELEVATIONS ON GA3 WITH TOP OF SLAB, BLOCKING AT PERIMETER. 1-1/2- X 1-1 /2 X 1 /4 STEEL ( E •) AND GA4. ANGLE FRAMING CONT. AROUND SUB -SLAB EXTRUDED POLYSTYRENE EXTRUDED POLYSTYRENE OUTSIDE FACE RIGID INSULATION 2 LBS. PIT; RE: STRUCTURAL a a d a , a a ' " RE: STRUCTURAL DRAWINGS C RIGID INSULATION (2 LBS. OF FREEZER PER CU. FT. DENSITY) PER CU. FT. DENSITY) a a o z V•• I I( =III EXTRUDED POLYSTYRENE N N o e a RIGID INSULATION (2 LBS. a z o¢ a a 4 -1 11 _ _\� ::� i I+) I (- PER CU. FT. DENSITY) a' �. e. : 44 q a c a'. to N ° a, N A It r— J ----------- _I III— `��� N a m :: :: co (0 cy Ld W 0 LaJ 4 n » ; - I C I —I I( —I I I- G ,. 'q a N N a I ( 8 � OR 10 � SCHED. 40 PVC REFRIG. '• -•' .o � \_ a . ' 4 .' a .- a ..4 .•v . n � P TUNNELS; SET TOP OF PVC AT I III-1 I I —III III III III —I ICI I I III— a N a a 6" BELOW FIN. FLR. AND SLOPE -1 I I I .I. 1=111 I I (— I I —I I —III I I I-1 I I—) L. I d 0 -------- _ r ..d DOWN A PER 20' TOWARDS RISERS; _ � � � 6 MIL. POLYETHYLENE 6 MIL. POLYETHYLENE VAPOR RETARDER WITH C° RE: SPOT ELEVATIONS ON GA3 I III-1 I I —I I III III III —I I III III :• ° .a ' • •.' ' : a ,. • ° • 1 —1 � �� AND GA4. • ' � a VAPOR RETARDER WITH ' » v ELECTRICAL CONDUIT SUBSURFACE; RE: FDN. i 2'-0" TAPED JOINTS 2 -0 TAPED JOINTS CID ° RE: FOUNDATION DETAILS FOR REFRIGERATED 11" SUBSURFACE PREP NOTE 8 6 MIL. POLYETHYLENE CASES (TYP.) 2"-0" TVAPOR APED RETARDER WITH FOR SLAB AND REINFORCINGJOINTS RE: FOUNDATION PLAN FOR SLAB AND REINF. A B REFRIGERATION PIT REFRIGERATION TRENCH DETAIL- INSULATED FREEZER SLAB INSULATED FREEZER SLAB AT EXTERIOR WALL 1" = 1'-0"3 _2- 1/2 1 -0 3/4" 1 -0 - - 1 3 4 - 1 —O / 4" CONC. FLOOR SLAB U WALE' MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE.1OTH STREET BENTONVILLE, AR 72712--6481 Sheet Contents: GROCERY DETAILS s Project Number: 99127 Date: 03 OCTOBER, 2000 W7 Copyright N OT U SED Z 3/8" EXPANSION F - - BOLTS AT 48" O.C. 1/8" BENT STEEL PL. CONT. VERTICAL TO COVER PLUMBING VENT EXTERIOR CMU WALL 3/8" EXPANSION BOLTS AT 48" O.C. NOTE: REFERENCE GROCERY WASTE AND VENT PLANS FOR LOCATION OF VENTS REQUIRING PROTECTIVE COVER; DISREGARD DETAIL IF NO REFERENCE IS FOUND. PIPE PROTECTOR 8 3" = 1'-0" DOOR AS SCHEDULED BY G.C. OR COOLER DOOR (BY OWNER) RUBBER OR CAST ALUMINUM THRESHOLD (08710) SEALED CONCRETE OR VCT QUARRY TILE RE: ROOM FINISH SCHED. SECTION THRESHOLD DETAIL AT QUARRY TILE 4 3" = 1'-O" SEAFOOD/MEAT SERVICE CASES (BY WALMART) BACK RAIL OF CASE; REFR. CONTRACTOR TO SHIM AS REQ'D. CASE COND. DRAIN PIPE BY REFR. CONTRACTOR. METAL CLOSURE TRIM TIGHT TO FLOOR Irr QUARRY TILE FLUSH WITH I I DRAIN GRATE; CHIP SLAB M FLOOR/CONDENSATE DRAIN; RE: 1-GP1 8'-O" 1'-0" 2'-3" SLOPE 1: 32 —'- —SLOPE 1: 96 DETAIL AT' SEAFOOD DRAIN 1" = 1'-O" 1x6 SEALED HARDWOOD TRIM; FASTEN TO STUD WALLS ONLY ROUND EDGE 1 /2" SEAL GAP BETWEEN EACH SIDE OF PASTRY CASE AND ADJACENT WALL WITH 1 x HARDWOOD TRIM. 7 TRIM AT PASTRY CASE 1 1/ 2" = 1'-0" 1/2" GYPSUM BOARD -� ARIE$ METAL STUD WALL SEE FLOOR PLAN o �W o 1/2" FIRE-RET. v PLYWOOD WAINSCOT ? w OVER GYPSUM BOARD-- ®o N SET PLYWOOD ON SEALANT BED ---� L 3"x3"x1 /4"x4'-0" CORNER GUARD. ANCHOR TO CORNER W/ 1/4" X 2" COUNTER SUNK FLAT HEAD SCREWS ® 1'-8" O.C. RE: 1-A5.1 FOR LOCATIONS r 2x8 BASE ;r CONTINUOUS CAULK WAINSCOT DETAIL 1 1 / 2" = 1'-0" 6 NOT USED 61ftlei1.14:UZ67 N 0 2/FREEZER PREMANUFACTURED FREEZER/COOLER PANEL FUNNEL DRAIN; RE: GP1 6" x 6" CONCRETE CURB; RE: 1-GA7.1; LEAVE GAP AT DRAIN 2 CURB DETAIL AT FUNNEL DRAIN U_ J w Cn w FE 8" X 16 GA. METAL STUDS ON EACH END W/ CONT. TRACK AT - BOTTOM AND AT TOP JUST ABOVE BEND OF REFRIG. LINES z 3/4" C-D PLYWOOD; 0- TERMINATE WHERE VERTICAL RISE OF . ® REFR. LINES ENDS 2 INTERMEDIATE 6" X 16 GA. METAL STUD TO MAINTAIN 1 2'-0" MAX. STUD SPACING -� iv VERTICAL REFRIGERATION LINES MOUNTED TO UNISTRUT; UNISTRUT TO BE BOLTED TO CMU WALL AT MAX. 6'-0" O.C. W/ 3/8" EXPANSION BOLTS; RE: R1 & R2 8 3/4" 0 PLYWOOD PIPE ENCLOSURE 5 NOT USED STOCKROOM COOLER/FREEZER PREMANUFACTURED FREEZER/COOLER PANEL SEALANT POLYETHYLENE BETWEEN CURB AND z P COOLER WALL o 6" x 6" CONC. CURB I #4 x 6" AT 24" O.C. FUNNEL DRAIN; RE: GP1, RE: 2-GA7.1 FOR CURB DETAIL CURB DETAIL 1 " = 1'-0" s' WAL* MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 10TH STREET BENTONVILLE, AR 72712®-648� Sheet Contents: GROCERY DETAILS : Project Number: 99127 Date: 03 OCTOBER, 2000 GA7.1 T; Copyright T I 1 /2" GYPSUM BOARD SOFFIT AT 6'-9" [J i 1 /2" GYPSUM BOARD DELI SOFFIT AT 9'-4" COOLER ti 1/2" GYPSUM BOARD DELI Z CEILING AT 10'-2" FREEZER a: U z I W U A � — W J W X Mo W W o 2 N U F N W = W Z W 1\ U 0)Cl , V) 0w' WQ C W h N N .� x _J 4z NOTE: REFERENCE FRONT GROCERY LIGHTING PLAN FOR LIGHT FIXTURE TYPES AND EXACT LOCATIONS; REFERENCE FRONT GROCERY HVAC PLAN FOR EXHAUST HOOD AND CEILING GRILLE LOCATIONS. REAR GROCERY REELECTED CEILING PLAN 1 /2" GYPSUM BOARD o 0 SOFFIT AT 6'-9" ® o 0 EAFOO PRE 0 0 0 10'-0" HIGH U.S.D.A. APPROVED Q LAY -IN CEILING PANELS o IN ENVIRONMENTAL ALUMINUM GRID 0 0 SALES AREA 1/2" GYPSUM BOARD (NO CEILING) SOFFIT AT 9'-4" 1 /2" GYPSUM BOARD- 1/2" GYPSUM BOARD I SOFFIT AT 7'-2" 10'-0" HIGH U.S.D.A. APPROVED SOFFIT AT 9'-4" LAY -IN CEILING PANELS IN ENVIRONMENTAL ALUMINUM GRID 0 0 0 0 0 o 0 0- 0 0 0 O O 0 �_ amass �_ _®111-1M =111M0,.E 1lIII! MIN 'i==i,== 'ii7�����1 ■ NE 011011010I �� N 1 )OM ING , EDC CORRIDOR CORRIDOR NO CEILING](NO CEILING) �MIN -MMIMMI �a�M W1 101 01 COOLER 0 o I OUTLINE OF TALL BAKERY EQUIPMENT; COORDINATE CEILING GRID WITH EQUIPMENT FLUES AND PIPING IN THIS AREA 3 2.8 2 1FRONT GROCERY REFLECTED CEILING PLAN ,8"_1-" PRODUCE COOLER d e ROOM FINISH SCHEDULE ROOM NAME 19 tole] WALLS NOTES • • �013 onSALES e© � AREA BONN on 8 ME No DELI WORK ROOM CAKE. DECORATING �DRY PRODUCE PREP UMMMEMHE MEN MOOMMEMIUME MEN - PRODUCE NONE�SEAFOOD ��©O� ■��0■ ®�� E "- PREP -NOMMENIMM MAN MOGMEMMUM MEN STOCKROOM =PLUMBING MECHANICAL STOCKROOM o o�■�to�o��o�oo���HENN ME minims ■EMNO N NNE IMEMEM■ MEM AMEN COOLER =�DELI COOLER 'DELIDAIRY ®- _ - _ ©MM MIMMU ONE MMM ME©MMI B NNE , COOLER COOLER HOLDING'PRODUCE COOLER _®�w��o�■©��s■© DONNEMEAT • PREP ROOM MEAT AND DELI COOLER ACE CREAM FREEZER ,iGROCERY FREEZER ROOM FINISH NOTES: 1. PROVIDE 2x8 WOOD BASE AND PLYWOOD WAINSCOT AT ALL STUD WALLS; RE 3-GA7.1. 2. PAINT GYP. BOARD TO 6" BEHIND TOP AND SIDES OF FIXTURE CASE. 3. PROVIDE 4'-0" H. FIBER REINFORCED PANEL WAINSCOT BEHIND MOP SINK; EXTEND 2'-0" MIN. BEYOND SINK SIDES. 4. ALL 2X4, LAY -IN CEILINGS IN THE GROCERY SECTION TO CONSIST OF U.S.D.A. APPROVED PANELS IN ENVIRONMENTAL ALUMINUM GRID (09511) 5. EXPOSED COOLER/FREEZER PANELS TO HAVE FACTORY FRP PANEL FINISH BY OWNER. 6. EXPOSED COOLER/FREEZER PANELS TO HAVE FACTORY WHITE ENAMEL FINISH BY OWNER. 7.. REFERENCE SPECIFICATIONS, GA9 AND GA10 FOR RESILIENT VINYL TILE PATTERNS. 8. PROVIDE CONTINUOUS SILICONE CAULK BEAD WITH FINGER COVE AT FLOOR/WALL JUNCTURE. 9. GYPSUM BOARD WALLS IN STOCKROOM TO BE TAPED AND SANDED, BUT NOT PAINTED. 10. RE: 7-GA7 OR 8-GA7 FOR QUARRY TILE BASE DETAIL. 0. WAL* MART STORES INC. ; SAM M . WALTO N DEVELOPMENT COMPLEX 2001 SE 1OTH STREET BENTONVILLE, AR 72712--648� Sheet Contents: GROCERY. FINISH SCHEDULE & REFLECTE CEILING PLANS Drawn By: BTS Checked By: ; Revisions: i REFLECTED CEILING LEGEND Project Number: 99127 Date: 03 OCTOBER, 2000 ° 2' X 4' RECESSED FLUORESCENT FIXTURE GA8 ® RETURN AIR GRILLE r ® SUPPLY AIR DIFFUSER Copyright m ------- rr l E 40'-6" I -------- I II 1 I II - t li �I I I fl �--------� VCT-3 i I i; I VCT-4 II II li �I I� I I I �I I • II 11 �j ILI VC-1 ,,-- /..- ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ a 1 i VCT-1 II I I I I 1 ;'L---------''--�---------1-----------------L----------_•----_--L--------------- L-------------"I ----- -_-_ IIi"—________---T--------------`-T_—_____--__--__—T____—_—•--•---'-_--T'--.—_------------r--------------TII-. � / i (I-- — � � III 1 I I I I III � I' it \i' I� III I I I I I III � � \ I � : I i II I I 1 I I / 1 I I --.1c--T __lc__-1'c--—_-1r__•K_—.T—_—(''c---tr_.—Ic---R---ic•_—�c--'T --ir---ic---n --f�_—p-.... ... . .... _ •�"_—�__�-'_�_—^' --_ ri i //_-s>/ .��%/%1 _r/ _ //-vi' //_'// f VCT-1 I t----------.—__..L----.-------------L-------_—.--------L_.—_.--'------._--- L-------------L' �� 1 ��-------------�--- I° it — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----.-----® -----_ \ I I --Ic---'F---t�♦ ♦ , ♦ ! ♦ , ♦ , ♦ , ♦ , ♦ ! ♦ , ♦ .! ♦ / ♦ / ♦ / ♦ / ♦ / ♦ 1 ♦ / ♦ / ♦ / / ♦ / ♦ ! ♦ / ♦ /` ♦ ! ♦ / ♦ ! ♦ , is �I 2' O" 16'-6" _ i �� (TYP•) 2-GA9 r' / /' r' r r r' r r' r r / r r r'- - - r> - /� - rr- - rr- r� - rr- rr- L?--------� ! ♦ / ♦ / ♦ l ♦ / ♦ / ♦ / •♦ ! ♦ / ♦ / ♦ l ♦ / ♦ ! ♦ l ♦ l ♦ l ♦ l ♦ 1 ♦ ! ♦ /, e l ♦ l ♦ 1 ♦ 1 ♦ l ♦ / ♦ l ♦ ! ♦ I' I 'i-—..`�-----=1---'L---a1-- `i-------'L'--�-- `i---—---i1-__'t_—y--- — -�1—_ SL---'+---'1---—y---`+---'L-- I , III k` r.... --—_____— —___ ---------------T— — — — — — — — — — — — — T — — — — — — — — - - - - T— - - ------------r- T VCT-4 VCT-3 1 Iq I I I I I f --1 dl Fes. 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"•:a3:,tfiY'<:: :'iTcs� i w•xr.„ca< �� Y.. ..l �� .. .: - ■� ..ya:»}. )::,.: b:..3 SP:{5 KICK PLATE; COORDINATE EXACT LOCATION WITH REFRIG. CASE INSTALLER RESILIENT TILE TERMINATE TILE MIN. 2" BEYOND THE KICK PLATE OF THE CASE RESILIENT TILE AT CASES (TYP. 2 3 4" = 1'-0" V r GROCERY CONSULTANTS: CHRIS M. RHEA 6700 ANTIOCH PLAZA, SUITE 300 ' MERRIAM, KS 66204 BRR JOB NUMBER: 96200199/072E Slope WAL*MAOL SUPERCSIffER 0"ANFU0q""""D, FL WAL* MART STORES INC. SAM M . WALTO N DEVELOPMENT COMPLEX 2001 SE 10TH STREET BENTONVILLE, AR 72712®6489 i Sheet Contents: FRONT GROCERY FLOOR COVERING PLAT` i Drawn By: BTS Checked By:° Revisions: i QUARRY TILE LEGEND • : • : • . QUARRY TILE QT-3: ABRASIVE TEXTURE SURFACE ','•••••'••, QUARRY TILE QT-1: RAISED PATTERN SURFACE KEYNOT ES QT-1 DOTTED AREA INDICATES QT-1 QUARRY TILE FLOOR. (09330) QT-3 DOTTED AREA INDICATES QT-3 QUARRY TILE FLOOR. (09330) VCT-1 VINYL COMPOSITION TILE: 12" X 12" TILE, WHITE (09650) Project Number: 99127 VCT-3 VINYL COMPOSITION TILE: 12" X 12" TILE, SLIP RESISTANT, WHITE (09650) Date: 03 OCTOBER, 2000 VCT-4 VINYL COMPOSITION TILE: 12" X 12" TILE, SLIP RESISTANT, BLACK (09650) ' 9.67 EXTEND 4" H. RESILIENT BASE, B-1, 2'-0" BEHIND CASE ON EACH SIDE OF DOOR. (09650) GA9 9.68 DOTTED LINE INDICATES EXTENT OF 6" PLASTIC BASE, B-5 (09678) 15.53 STAINLESS STEEL INSULATED FLOOR WITH DIAMOND TREAD SURFACE, FURNISHED AND INSTALLED BY OWNER Copyright® 4 3 2 4.8 0 —2 F-VI Ed- O 1—GA;— — ra I . . ..... ...... L — — — — — — — - L -L REAR GROCERY FLOOR COVERING PLAN 1 1/8*9 = 1 f— Off ............ ........... I . .... 7� ............ II �- --O ................... ........................ O ...................... h ..... ....... I I —GA9 KEYNOTES VCT-1 VINYL COMPOSITION TILE: 12" X 12" TILE, WHITE (09650) VCT-3 VINYL COMPOSITION TILE: 12" X 12" TILE, SLIP RESISTANT, WHITE (09650) VCT-4 VINYL COMPOSITION TILE: 12" X 12" TILE, SLIP RESISTANT, BLACK (09650) 1, GROCERY CONSULTANTS: CHRIS M. RHEA 6700 ANTIOCH PLAZA, SUITE 300 MERRIAM, KS 66204 BRR JOB NUMBER: 96200199/07280( SANFOR"'D, FL WAL* MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 1 OTH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: REAR GROCERY FLOOR COVERING PLAN Drawn By: BTS Checked By:� Revisions: 0 4 9 INTERIOR ELEVATION 1 4" = 1'-0" I I l I I I I I 1 I SEALED HARDWOOD CAP AND TRIM — 2x4 FIRE RATED BLOCKING BUMPER RAIL BY WAL—MART 3" X 3" X 3/16" TUBE (SEE PLAN) 3 5/8" X 20 GA. METAL STUDS AT 16" O.C. i 1/2" GYPSUM BOARD 3 5/8" X 20 GA. METAL TRACK " 8 IN I LKIUK LLLVA I IUN 1/ 4" = 1'-0" NLZo 1 tU )-0/0 A LV tM. J I VU AND TRACK; SECURE EACH END TO BAR JOIST WITH TEK SCREWS; ATTACH EACH STUD OF BULKHEAD TO NESTED STUDS 3-5/8" X 20 GA. METAL STUD BRACE AT EACH BAR JOIST 2X2 X 18 GA. CONT. STEEL ANGLE 3 5/8" X 9" X 1/2" BASE ANCHOR TO FLOOR W/ (4) 3/8"0 ADHESIVE ANCHORS 2x4 TYPE 1 LAY —IN (OPEN GRID) 1/2" GYPSUM BOARD 3" X 3" X 3/16" TUBE (PAINT COMPLETELY TO DECK) 3 5/8" X 20 GA. METAL STUDS AT 16" O.C. 3 5/8" X 20 GA. METAL STUDS AT 16" O.C. 2x4 USDA APPROVED LAY —IN CEILING 9'-4" A.F.F. 4 4 VINYL/RUBBER (B-4) T ZIE RADIO GRILL SERVING AREA DINING AREA SECTION SB1 SB3 SECTION AT KNEE WALL KNEE WALL PLAN DETAIL BULKHEAD 1-1/2" 1,-0" 5 3" 1—O 1/ — 42" = 1'-0" = , — RADIO GRILL ROOM FINISH SCHEDULE ROOM NAME FLOOR BASE WALLS CEILING CEILING HT. NOTES 0 0 w W a O C9 0 g < W z 0 F m .. z a: U W a in a z z d U ® W !ai fn .- N Ix (n W m F- W ix F f, S W Z P - Q 0 Q 0.}W a}W a v = O ~ D z � N ce a z s w a a. N Z a. a. (n 0 0 s •t 0 (L h 1-- .t O I 0 i z w 9 pit v w 9 a i a w A A o r 0 0 1 2 1 2 3 1 2 3 4 5 6 7 1 2 3 S61 SERVICE AREA 2 2 3 4 ]2] 1. SB2 UTILITY ROOM 2 2 3 4 1. SB3 DINING AREA 1 1 3 1 2 5 6 7 1 2 2., 3., 4., 5. ROOM FINISH NOTES: 1. ALL TYPE 2 2x4 LAY -IN CEILINGS TO CONSIST OF U.S.D.A. APPROVED PANELS IN ENVIRONMENTAL ALUMINUM GRID (09511). 2. ALL RESILIENT BASE IN THE DINING AREA TO BE SUPPLIED BY CONTRACTOR AND INSTALLED BY FOOD SERVICE EQUIPMENT SUPPLIER (TO BE INSTALLED AFTER WAINSCOTING.) FURNISH 4" H. BLACK RUBBER OR VINYL BASE. 3. PLASTIC LAMINATE WAINSCOTING IN RADIO GRILL DINING AREA IS SUPPLIED AND INSTALLED BY FOOD SERVICE EQUIPMENT SUPPLIER. 4. PAINT ALL GYPSUM BOARD WALLS IN THE RADIO GRILL DINING AREA WHITE, FROM 4!-0" A.F.F. TO ROOF DECK. 5. RE: 1-GA9 FOR EXTENT OF 6" H. PLASTIC BASE AT ENTRY TO DINING ROOM AREA, TO BE USED IN LIEU OF RESILIENT BASE, Z M aX Z. W N N J 2 a vi TYP. V,.—CT 5 TYP. RADIO GRILL EQUIPMENT LEGEND -- PROT0 192 QTY. NO. DESCRIPTION MFR. OR SUPPLIER MODEL NO. 1 1 ICEE MACHINE ICEE BLA 1 2 POPCORN MACHINE GOLD MEDAL #2214 2 3 CASH REGISTER NCR #2113 1 4 HOT DOG GRILL W/ SNEEZE GUARD GOLD MEDAL 8023 1 5 HOT DOG BUN WARMER GOLD MEDAL 8117 1 6 NACHO CHIP WARMER GOLD MEDAL 2186 1 8 CONVECTION COOKIE OVEN 011S SPUNKMEYER OS-1 1 9 COFFEE DISPENSER (REGULAR) BUNN SYSTEM 1 23050.007 1 10 ICED TEA DISPENSER BUNN—OMATIC TD4T 2 11 SOUP KETTLE APW/WYOTT RW—IV 1 12 SOFT DRINK & ICE DISPENSER REMCOR TJ90S—BC 1 13 ICE MACHINE W/ BIN HTB555 SCOTSMAN CME656AE-32A 2 16 MICROWAVE OVEN * AMANA CRC18T2 1 17 FOOD WARMER W/ DRAIN AMER. PERM. WARE TM 90UL 1 18 SANDWICH REFRIGERATOR TRUE TSSU-48-12 1 19 DROP —IN HAND SINK GRAINGER 31­1329 1 20 UNDERCOUNTER FREEZER TRUE TUC-27F 1 21 3 COMPARTMENT SINK UNIVERSAL STAINLESS 3N18-2D18 3 25 WIRE SHELVING (4 SHELVES) AMCO 1 26 MOP SINK RE: PLUMBING SPECS — 1 28 ICE MAKER WATER FILTER JERRY WATER SYSTEMS IM 2 1 29 BEVERAGE DISPENSER WATER FILTER JERRY WATER SYSTEMS BM 2 2 31 SUPPLY CABINET FABRICATED BY ES — 1 35 COFFEE WARMER BUNN—OMATIC RWS1 1 37 CLEANING SUPPLY CABINET FABRICATED BY ES — 1 39 TOASTER STAR MFG. ST02 1 40 CAPPUCINO MACHINE CECILWARE GB2—LD 1 43 COOKIE DISPLAY OTIS SPUNKMEYER E002 1 46 HAND SINK (WALL MOUNTED) ADVANCE 7PS60 1 48 PREP SINK UNIVERSAL STAINLESS 1N-18—LD18 1 49 COTTON CANDY MACHINE GOLD MEDAL 3015 1 50 3—DOOR UPRIGHT FREEZER TRUE T-72F 1 51 FRYER KEATING OF CHICAGO 14TS 1 52 FILTER AND DUMP STATION KEATING OF CHICAGO a 14CF 1 55 PRETZEL WARMER WISCO JJ851H 1 56 GRIDDLE STAR MFG. 536CHSA RADIO GRILL EQUIPMENT NOTES: 1. ALL EQUIPMENT FURNISHED BY WAL—MART, EXCEPT ITEM #26 MOP SINK TO BE BY G.C. 2. ALL EQUIPMENT RECEIVED BY G.C. 3. ALL EQUIPMENT INSTALLED BY E.S., EXCEPT ITEM #26 MOP SINK TO BE BY G.C. 4. REFERENCE SHEET GM3 FOR MECHANICAL AND GE4 FOR _ELECTRICAL PLANS AND DETAILS 5. EQUIPMENT SUPPLIER (ES) SHALL FURNISH AND INSTALL FRONT AND BACK SERVICE COUNTERS, 36" H. ICEE WALL 'AND BEVERAGE COUNTER IN ADDITION TO WHAT IS SCHEDULED TO BE FURNISHED OR INSTALLED BY (ES) ABOVE. 7 INTERIOR ELEVATION 1 4" = 1'-0" FLOOR TILE LEGEND DOTTED AREA INDICATES QT-1 QUARRY TILE CT— VINYL COMPOSITION TILE: 12" X 12" TILE, FLOOR. (09330) BLACK (09650) B-4 4". VINYL/RUBBER BASE, BLACK (09678) CT-1 VINYL COMPOSITION TILE: 12" X 12" TILE, 6-5 6" PLASTIC BASE (09678) WHITE (09650) 4 3 FLOOR COVERING PLAN , 8" =1'-0" / Ih=� I Iz [B6 I iX in m o f5 o I I� REFLECTED CEILING LEGEND RETURN AIR GRILLE SUPPLY AIR DIFFUSER ° 2' X 4' RECESSED FLUORESCENT FIXTURE 2 X 4 TYPE 2 (USDA APPR'D) LAY IN CEILING AT 10'-0" A.F.F B — — — — I I I I ° ° ° ° 0 0 SIM.j 4SB1 SE RVI(E AREA L u ROM L J l _1 _ I !_ —1— __I_ _j_ -1 1 1 1 ° I I I I 1 1 ° 1( ° I l ° I I 1 t- _t t 4 - -I- -1- _t -I- I I I I I I I I DINING ANEA I I I I I I 1-11 A. I I I I I I I 1 1 1 1 1 I I- — I-- -I- — }-- -f — i- -{- 4--4 — -}- - -I ° I I ° 1 1 o 1 1 ° 1 1 ° I l ° _ ! I _i_ I _1_ I I I i I I I I ®I� l. l I I I I I I®I I I I I I I I I I I I I I I i l l l l l I I I I I I I I OPEN GRID CEILING SYSTEM 4 (TYPE 1) AT 14'—O" A.F.F. 3� REFLECTED CEILING PLAN j 1/ 8" = 1'-0" 49'-11" L 24'-5" 6'-0" 4'-94" s 11 11 Fa OJJ7 39 B6 18 1 56 51 511 120 1 8 M 50 B6 46 Li_,G Lv 1 —I 26 1 ( � - ( 48 21 31 31 B3 L _ — � `°-ANSUL ELEC. — 6—S61 8—SB1 42" X 72" (I ® I PANE SERVICE AREA EXHAUST HOOD HEADER AT I i UTILITY. ROOM 7—SB1 SB1 7'-6" A.F.F. I I SB2 r49 Q 16 5 16 B3 BEVERAGE RACK — 1 (BY VENDOR) J 2 ❑ 143 ( 55 4-1 I I F 1 5 25 13 --—— — — — — —— M 2 28 34" H. TRAY SLIDE - — DTRASH 12, 10 9 40 ONDIMEN B3 36" HIGH29 COUNTER 5 ICEE WALL ( SB1 RAILING BY WAL—MART 34" H. BEVERAGE COUNTER W/ 32 11. TRAY SLIDE 0 0 0 0 0 0 0 0 0 ol 0 0 0 of 0 0 0 u u O O n oo n n 0 �oooo FT L 4 RADIO GRILL FLOOR PLAN 1 1 4" = 1'—O" / DINING AREA SB3 oo ol000 oeo 0 0 0 0 k, GENERAL NOTES 1. CONTRACTOR: INSURE PROPER EQUIPMENT OPERATION WITH WAL—MART RADIO GRILL SET—UP SUPERVISOR. CHECK THOROUGHLY FOR LEAKS AND CORRECT AS NECESSARY. 2. WALLS, FLOORING, CEILING, ELECTRICAL/MECHANICAL REQUIREMENTS, AND FINAL CONNECTIONS ARE BY CONTRACTOR. ALL RADIO GRILL FURNITURE (UNLESS NOTED OTHERWISE,) INCLUDING SEATING, TABLES, CABINETRY, AND COUNTERTOPS, IS TO BE FURNISHED AND INSTALLED BY EQUIPMENT SUPPLIER. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR CONTRACTOR SUPPLIED EQUIPMENT AND FIXTURES. 25 4r-9" i RN A.7 3. REFERENCE SHEET A6 FOR WALL TYPE INFORMATION. .e ! J _Y' � `��'��` L7 .,mod ✓ jt: �f Fll �y A GROCERY CONSULTANTS: CHRIS M. RHEA 6700 ANTIOCH PLAZA, SUITE 300 MERRIAM, KS 66204 BRR JOB NUMBER: 96200199/072E WAL* MART STORES INC. SAM M . WALTO N DEVELOPMENT COMPLEX 2001 SE 10TH STREET BENTONVILLE, AR 72712-648S Sheet Contents: RADIO GRILL PLANS, ELEVATIONS AND DETAILS IC-oPYH9ht S-i6 0 Q. J 17 16 152 15 14 13 12 11 10 G 7 6 5 4.8 4 3 �2 1 on-2 i 837'-871s" i I I I I IT T 15'-73/° I 3 1'_8a I 22 9`-4Y2' I 21`-0 16' 1`-7 14'-7 f8' I 27''21YIs' 3' 8 s' 37'-6' 38'-0"L 38'-0" 38'-09L 38'-0° 38'-0" 38'-0' 38'-0° 35'-61' - I° 20'-0° ' 39'-4" O 48,_011 48,_®11 34'-0" 13'-81yls 21`-10 ' 20'-0%8' 1'-7%2' 3 a ,_ a /_ a ,_ a 212` 11/4" '-8" 60'-4 / 8 85 10 25 0 dL N N r_ n 8 , ® ,_ n ,_ n, a , l a I 112 0 7 4 3 4 4 71 8/2 I Dto ��t I ��� '+ +A /AO N N (n cn \ \ ET-F L ___r-1 4 �r? Lo _ h s� 98--0 98,7PJ�r 98 -� 98 -0 98 -0! 981"0 98 -0 98 - 98 ®_ 98 -0,_ cr,a � I F � - 94'-O° N 5l2° CONIC° S AB REINF. I I-^- ---- 1--T-- ---- I CO TROL i- _ 5%2" CINC. SLAB REINF. �\ I w/ #4@16" O.Q.E.W. IN JOINTS '� 5 2" UNRETNF. I w/ #4R16°` O.C.E.W• IN I s+c� ,\ SHADED AREA ONLY (TYP.) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CONIC. SLAB SHADE AREA ONLY + ___- 00 — 9 L '-4' I I I REF, OTE $ \ e ®Q �� 51 ° CONIC° LAB REINF. w12 4Q16° Q.C.E.W. IN SHADED AR A ONLY �' �' c, T 5 ° CONIC. �� I I - ----- ---- ----- ---- / °•�e° cn I- M I �-- UNREIN SLAB r 6xs�j\ EEXI $.) 0 m l k ++ I `�s+� III iss "At �- �C e4� ` ° / `�$ ®° MATCH I -- REF 4/S � +,a F vo �C NOTE $ 91, CONST. .� ��ACE- KDWGS° _FMASTERREF° - - STMATH EXI BO / / % I I I I I I j T OM OF FTG° - _ ffi� 94' 0' I I I ELE I I I I ( <`-i� i I. I'I 1 4" UNREINF CONC. _ -_- _ -- SLAB s T.F. ELEV.= 9'-4" I I I ���`. 'I t� '-011TCH-€XI #4x _� _ I 5/59 \ I \ \ 4/S3' _ � =I _ _ — REENTRANT CORNERS (TYP.) ----REF-- I I \ co I - -° CONST. J�'°- I I _ ' I. 3/ S2 - 1 IIKF co I I PLAN NOTESa I;:I Asa+s1-o� �K�' 8/S3 co i 1. TOP OF SLAB REFERENCE EL.=100'-0" (MATCH EXIST.) DATUM ELEV.=49.51. I i �+,��� I;I;i 2. SLAB CONSTRUCTION: 4" UNREINFORCED CONCRETE SLAB WITH THE EXCEPTION OF A 5l2" UNREINFORCEDzo CONCRETE SLAB ALONG THE SIDE WALL BETWEEN GRIDS 1 & 4, ALONG THE BACK WALL BETWEEN GRIDS II — r -' I I ° I I I I I 1/S2 _ _ _ _ _ K & M, AND IN SHADED AREAS. REFERENCE SUBSURFACE PREPARATION NOTES ON SHEET S9 FOR SLAB _ (�]_ _ _ f � _ ,�7 ' I ZI SUBBASE. LOCATE REINFORCEMENT 1®2" BELOW TOP OF SLAB (IF USED).L+T 3. VERIFY ALL WALL OPENING DIMENSIONS AND LOCATIONS WITH ARCHITECTURAL DRAWINGS® I 0 4. REFERENCE SHEET S8 FOR TYPICAL WALL- REINFORCEMENT DETAILS AND WALL REINFORCEMENT AT 5/S2 ( I J I OPENINGS, UNLESS NOTED OTHERWISE. 5. REFER TO ARCHITECTURAL SHEET SP1 FOR SIZE AND LOCATION OF ALL EXTERIOR PADS AND DOOR (, ,I I9�-�' I I CONST. I I;;I ,�T• 13 -t S2 I --% ( o0 _ STOOPS.rl (I 6. FIELD VERIFY DIMENSIONS OF EXISTING BUILDING AND COORDINATE WITH DIMENSIONS OF NEW sm a- s CONSTRUCTION. NOTIFY ARCHITECT AND ENGINEER OF ANY DISCREPANCIES OR CONFLICTS. 7® DEVIATIONS FROM CONSTRUCTION. JOINT/CONTROL JOINT PATTERN SHOWN MUST BE APPROVED BY THEI, _ 981-0 _ _ �-' _ _ WAL-MART CONSTRUCTION MANAGER. �-� r -� 8. COMPACTOR PADS SHALL BE 7" AIR -ENTRAINED CONCRETE SLAB REINFORCED WITH #4 AT 18' D.C. - - �— - — - ° PLACE PAD OVER 6" LAYER OF NO. 57 STONE OVER A PROPERLY COMPACTED SUBBASE. WHERE SLOPED f I f SLAB IS INDICATED, SLOPE .I 5 UNREINF. n'� �`, \ N~ i 1/S3 '' 4" UNREINF. SUBBASE TO MAINTAIN CONCRETE THICKNESS. CONIC. SLAB 2" 9° REF. CIVIL & ARCH. FOR TRUCK RAMP DIMENSION, TOP OF WALL ELEVATION, AND PAVING ELEVATION AT DOCK. REF. GENERAL NOTES FOR THICKNESS, REINFORCEMENT, AND CONTROL JOINTS. I 10• REF. GROCERY ARCH. FOR EXACT LOCATION OF ALL SLOPED SLABS, FREEZER SLABS, REFRIGERATION Ii I, .I I I - --- ------ - a, ( -Lo _ PITS, AND RACK WASHER PITS. 11. ELECTRICAL DISTRIBUTION CENTER REFERENCE ARCH® FOR SIZE AND LOCATION. REFERENCE 7/S3 �� rs� I„I FOR ANCHORING DETAIL. 12. SHORE ALL EXISTING FRAMING MEMBERS AS REQUIRED TO SAFELY SUPPORT. EXISTING DEAD LOADS FI-1 r AND DESIGN LIVE LOADS PRIOR TO REMOVAL OF EXISTING BEARING WALLS OR COLUMNS. - - - - - - J I 13. REF. 9/S8 FOR HEAD CONDITION OF ALL NEW OPENINGS IN EXIST. CMU WALL LESS THAN 7'-0°. `�-® 1�r 14. BEFORE STARTING WORK, =- - = _== I CONST. I, ;I -I JT.r - +r +r \�\ \, +� = I ' Lo I F 97'-4° I +r iv � Lo COORDINATE LOCATION OF ALL STEEL BEAMS WHICH BEAR ON MASONRY. - GROUT AND REINFORCE WALL PER DETAILS AND GENERAL NOTES. I; I 15. REF. ARCH. FOR REFRIGERATION LINE OPENING DIMENSIONS. PROVIDE LINTELS & REINFORCE JAMBS �+ - � - - _ _ _ RE o AT OPENINGS PER 9/S8® +p EFRIG RATION & , \ NO E 15 ry I I I { I I I I F I �':I I � , I IT & TUNNEL (TYP.Lo I _ �-_ _ =-� I I pr• co I IJ e co �-' REINFORCEMENT 5/S2 III I I KEY WIDTH LENGTH THK BOTTOM TOP REMARKS I ! I I I I i I _ I L ____ _ _ I ---- ---- _ _-- _-_ ---- t ---- --_ - 1/S31 1J _ A 2 6 2 6 12 4-#4 E.W T y III I - I B 3'-0" 3'-0" 1211 4-*15 E.W C 3'-6° 3'-611 12" 5-#5 E.W - - - -I - -� - - Tl +K E 5'-6" 5-6 16 16 6- 5 E.W I I I � �+' CONST° JT° F;R. I a Kt�K. �" { I l ®�1I N I 98 -0 ,I, _ iv F 6'_0f1 6'-0" 16" 6-#6 E.W 6-#6 E.W I - E LI SLOPED REF. er I 61 7 7,_6a 24a 7- 7.E.W 7- 7 E.W J 8,0® 24a77E.W 77E w J� � ` 4".x.$ JAM I I ` ° L 12'-0" 12'-0" 36° 12-#6 E.W 12-#6 E.W � �r �9 -� M 6,_011 8'-0° 161 7-#6 E.W 7-#6 E.W- Ts� I _ cTY. RE DWG s� r I GROCERY I s 1( NOTE 11H CONST'. JT._ u 3/S2 (� I I I I +s �� 2/S2 TYP. , F N _# _# i i I ,_ a r_ a a 5 6 S.W. 5 6 S.W. S•W. DENOTES HORT ,WAY _ +d N 4 0 9 0 24 11 #6 L.W. 11 #6 L•W. 1UN"bENOTESL'LONG :WAY ' ' I L 'I' I 12/ 2 I ,��3 '' I ( 98 -0 Ii 5 #7 RS°Wa So =DENOTES SHORT WAY: I:;I !� 127 LeW 12a#7_L�gW. LaWeDNOTES Y . I —f — — IoNG�WA — — — — (;I I I - i - - I 'I ii I ' ® I® S "UNREINF. I I C• SLAB I I INSU ATED \ FRE ZER SLA (TYP.) �- �n I 1/S2 _ �v In I NIC6 e i T.F. ELEV.=98'-0" , (MATCH EXIST.) u 4/S3 � J - - - - - - - - - - - - - ——_ _ — — `� — — 1 I _ — ---—----------- _— _— __ ------ — s - - - - -- - - fi - - - - - -� — - - - - - I - syy - / _ V REF.1/S7 —\�\� N 12/ 3 ti� ____ _._J—= =-t_: : _. +s �+ E+++� N �+ �+ c N\ N +r. 98'-0° + 99 —� + 99 —0 TYP + 99 —0 ¢ 99 —� f 9)+� �` I — 13/S2REF. — -f" F 98'- ° — — — — ` - 's+s $ I II +' I i ��� mot' 9/S3 >'� — — — — — — — _ F- i 97'-4° - - - - CONST. — _ JT. 8 — S3 r - 9s'-s' I +s +_ — F— — 9s'-�'"�` Ga�O ®° Lo �+ I I I I I I i I I i 4 UNREINF. ('7a 14 I N 4" UN EINF° ( CONC. I SLAB — — 5/S9 I I n I I LQ N I I I E_. E E E c��+�+ E E E E '- 98'-0 98'-0' 98'0°; 0' 98'-8' 0' 98'-0° 981- ' 2:8 - - - - I I - - I( - - - - N - - - - - I r----® — _ e_ -- -- .— L F I I I �_ �s�+� I00 - - co -- R LI ,-------- -- I,— __ ®r - - - -- -9F- k IL - - - - - - - - - - - -- - - - I N "REF. 1 S4°1 8 _ I i 66 -10 I I 24 -3 - -- I I I I REF. 2/S4°1 � I I 1'-2146,-4" 37'-60 38'-0" 38'-0° 12'-2' 25'-10" 10" 33'-9" 3 ° 17'-3° 20'-9°190" 19'-017'-9" 17_9a `" " -0° 13'-8 34,_40 34'-00 ° 1-2(N•T.S•) 125'-0° 26'-8° " _r'Tu.(N.S 36'-1° 5 -Oa 6_4 82'-01 (N.T S.) I I (17.1)15 12 11J Qll 1PJ.9 Q.2J10 Q6 (9) 8.5 � 8 g Q. (7 0 6,5 (L)� 5 Q. Ms 4 w z 1 SCALE:. ' /, _ 1-#4 CANT. NEW 8" CMU WALL REF. 7/S8 FOR CMU #4 DOWEL x 3'-0" AT 2`-0® WALL REINF. DIAGRAM 4'-0' O.C. ®�- 0 Y2" EXP. JT, #4 x 10"-0' AT EACH DOWEL MATERIAL, TYP. i REF. ARCH. FDR REF. FOUND. PLAN FOR SLAB PAVING LOCATION I THICKNESS AND REINF. (TYP.) & ELEV. _-- --- I FIN. FLR®=100'-0" (MATCH EXIST.) BOND BEAM CONT. w/ 2-#5 (TYP.) REF. ARCH. FOR PERIMETER INSULATION REQUIREMENTS (TYP.) GROUT ALL CELLS PROVIDE HORIZ, JOINT REINF. AND/ OR SOLID BELOW FIN. ADDITIONAL BOND BEAMS AS SHOWN FLR. ELEV. (TYP.) IN CMU WALL REINF. DIAGRAM SECT, 7/S8 LEVELING MORTAR BED BELOW FIRST COURSE #5 92 18" O.C., TYP. T.O.F. ELEV. REF. PLAN 3' CLR® 2'-01 3-#5 CONT. BOTTOM, TYP. TYPICAL s FMoil n e SCALE: 4'=1'-O' U.O.N. REMOVE 1'-0' OF EXIST. SLAB REMOVE EXIST. A^ WALL V i I I NEW SLAB 1 i EXIST. w J i i SLAB MIL I I ao 3-#4 CONT. K #4x 1'-6' DOWELS in 36' O.C. DRILL & SET INTO EPDXY GROUT EXIST. STEMWALL > K (EMBED=6') TO REMAIN . EXIST,NEW SLAB STEMWALL NOTE: PLACE LEAN CONC, FROM, BOT. OF FOOTING TO FROST DEPTH IF FOOTINGS ARE PLACED DURING COLD WEATHER. REF. SPECIFICATIONS FOR COLD WEATHER CONC. REQUIREMENTS. (t OF -COLUMN & FOOTING REF. PLAN FOR COLUMN SIZE REF. 2/S9 FOR I BASE PLATE 1Y2' NON -SHRINK GROUT j BELOW COLUMN BASE PLATE PLACED IMMEDIATELY AFTER I ENCASE COLUMN IN COLUMN IS PLUMBED (TYP.) I CONCRETE BELOW FIN. FLR. I r I � j T.O.F. ELEV® REF. PLAN REF. SCHED® FOR STEEL IN TOP OF TT 3" a FOOTING (IF REQ'D.) CLR N v U REF® FOOTING I SCHEDULE FOR 4-3/"o ANCHOR FOOTING SIZE & BOLTS, REF® 2/S9 m u REINFORCING REF. SCHED. TYPICAL INTERIOR f' �` � t 3-� i t' FOOTING t - SECTION �..�.�....i REF. MASONRY WALL OPENING DETAIL 6/S8 4`-0" #4 DOWELS @ 24' O.C. 7F MATERIAL 2' CLRI I Mu #5 HORIZ. in TYP. I 12' O.C. EA. FACE REF, GENERAL NOTES I #5 VERT. AT 12' O.C. EA> HO FOR LOADING DOCK FACE w/ STANDARD ACI OK SLAB i #4 Q 12" O.C. TURN DOWN SLAB TO TOP & BOTTOM FOOTING DEPTH I GRID 1'_211 I It OF FENCE — KEY TO EXTEND OVER TOP OF WALL cv t Q CONTROL OR CHAIN LINK FENCE REF, I SP1 I CONST. JOINT ' GRID -- --- --- I 1'-0" ABOVE PAVEMENT P OF WALL 2' VARIES REF. SP1 CLR. OR EXTERIOR GRADE SECTION i % I i I TYP. 1'_2 1 I #4 HORIZ. AT 12'O.C. i -- #4 VERT. AT 12' O.C. w/ STD. ACI HOOK Po INTO FOOTING TOE 2'-4" J� I 3 1 O #4x2'-9' DOWELS 12 FREE -DRAINING 1 N STONE WRAPPED o I 1 ®�AT 24' D.C. IN FILTER FABRIC 1 - I 5 2-#4 CONT. IN CURB G�IDGRID--- 2' WEEP HOLES AT---``�- i L - co 8'-0' O.C. i 1REF. GENERAL NOTES 2" �, FOR TRUCK DOCK SLAB j I 1 5-#4 CONT. TOP & CLR I 1-2 3-#4 3-#4 CONT. BOTTOM i ---' #4x4'-O' AT 12" O.C. i 2"x4" SHEAR ® CL w 0j KEY " . . ? co 0 � 1YZ'X1Y2" KEY AT N � a N VERT® CONTROL AND IF N uj CONSTRUCTION JNTS. GRID -- ---- --- -------- SPACE AT 15 -0 D.C. I N m MAX. 2 3" CLR. I 3 CLR' CONTINUE HORIZ. I TYP. 2'_8a pe 1i_2n °� REINF. THROUGH V #4x2,-O' ATA4JOINT 12" O.C. I i ECT1® REF. 3/S2 FOR PEDESTAL REINF. BUMPER PAD REF. ARCH. 021, t a , — ti A ; 7'-4' 4" CMU WALL 1 BEYOND I I GALVANIZED L3x3x1/ EMBEDDED ANGLE w/Y2"Ox4" H.S.A. in 18" N 1 i O.C., TOOL JOINT AT EDGE u) --- OF ANGLE 1 I I 1------------------- 11 3-#5 CONT. AROUND PIT w/ CORNER BARS PROVIDE #4x4'-O" DOWELS FROM EXTERIOR WALL #4x4'-O" AT 12" O.C. (3 SIDES) � 2_ , J 2" CLR 1 v I 1 SLOPE DOWN Y2" u� #4x4'-O' DOWELS #4 12" 12' O.C. O.C.E.W. z`-W N 8 #4x4'-O' AT 2'-0' 12' O.C. (3 SIDES) N� NOTE: VERIFY ALL DIMENSIONS WITH DOCK LEVELER MANUFACTURER DOCK LEVELER F.F. E REF. F REF. SECTION @2 DOCK LEVELER PIT FOR INFORMATION NOT SHOWN CMU WALL BEYOND REF. ARCH. FOR — BUMPER PAD BEYOND WALL & FTG. CMU WALL i T i BEYOND #4x2'-O" DOWELS AT 162 O.C. (3" MIN.) j 1 #4x5'-O" DOWELS AT 16' Q.C. (3" MIN.) � — 1 1 I I #4 WIDTH OF DOOR 2-#5xCONT. LAP WITH REINF. IN BOND BEAM BEYOND REF. 1/S2 SLAB SECTION AT DOOR L3x3x-g w/Y2"0x4" --✓� HEADED STUD ANCHOR 12' O.C. TOOL JOINT Q EDGE OF ANGLE REF.6/S2 FOR INFORMATION NOT SHOWN 1'-0' 8" tX15 1 . UML WALL NEW SLAB REF. PLAN 2-#4 CONT. MC 12x10.6 WITHY2" DIA. x 4'HEADED STUD ANCHORS AT 12' O.C. TOOL JOINT AT EDGE OF CHANNEL 2-#4 WITH CORNER BARS F.F. ELEV. REF. PLAN 00 1-6 #4 c 12" O.C. #4 CONT. t) VERIFY DIMENSIONS WITH DOCK LEVELER MFR. SLAB (/ I % ° t MATCH EXIST. SLAB AT EXISTING SHOP a a 4 a { L1®2"x1%2"xi/" 110 CONT, WITH �/4 x 4" HEADED STUD ANCHOR Q 6' O.C. Q PERIMETER 6' #4x4'-0" DOWELS 2'-0" 12" O.C. b F N VARIES _ FIN. FLR.= _REF. GROCERY DWGS. REF.PLAN A. 4 CONT® WITH z -,1 MATCHING CORNER ,� �� BARS g �� REF. GROCERY DWGS. ao i FOR SIZE AND LOCATION OF PVC PIPE ` #4 Q 12" O.C. YJ i WATERSTOP #4 HORZ. Q 12" O.C. w\ MATCHING CORNER e BARS 2-#4 � #4 Q 9' O.C. REFRIGERATION )17"7"ALE:3/'=1'-0" U.O.N. REF, ARCH. FOR FENCE POST BEYOND. #4 DOWELS x AS za° REQ'D. AT 18" O.C. fff NOT REQ'D. IF PAVING IS WITHIN 6' OF SLAB 'i REF. ARCH. FOR PAVING REF. ARCH. 3'-7" 1'-0' 3'-0" 31-Y 11 p" CJJ REF. ARCH. FOR TEXTURED CONCRETE DETECTABLE WARNING AREA KEYED CONST. JOINT 2x8 WOOD SLEEPER w/ 15' TRACK AND GROUT'TO BEVEL. REMOVE AFTER BE PROVIDED BY WAL-MART CONC. FLOOR HAS HARDENED. I REF. FOUNDATION PLAN FOR TRENCH LOCATION I f ( o 3-#4 CONT. I 1'-0" I 1'-0' #4 AT 16' O.C. 2-#4 CONT. Q 12' O.C. - 7" CONC. SLAB REINF. w/ #4 Q 16' 0®C.E.Wo TO BE LEVEL WITHIN i/" PLUMB %2" EXP. MATERIAL >i < c-, ®®� COMPACTED SUBGRADE REF. 1/S2 COMPRESSOR p j t fi, HOUSE .C. , //:CMU WALL (BEYOND) REF. ARCH. FOR SLIDING DOORS & THRESHHOLD TEXTURED CONC. SLAB, REF. PLAN PREMANUFACTURED #4 Q 16' O.C. FOR SLAB THICKNESS AND REINF. DRAINAGE SYSTEM I REF. MECH. I �— #4x3'-0' DOWELS Q 244 O.C. co _ I N 1-#4 CONT. 4-#4 CONT. 6„ Q MIN. CONST® JT. REF. DRAIN NOTE:MIN. 6" CONC. 3D/S9 BELOW DRAIN N N N 2" 5" 2" 2" 5" 12" Y � NEW COLUMN REF. PLAN 3/' BASE PLATE, SEE ABOVE #3Q16" O.C.E.W. —� GROUT CELLS - BELOW COLUMN TO TOP OF FTG. EXIST. CMU WALL TO BE REMOVED REMOVE & REPOUR EXIST. SLAB AS REQUIRED FOR FOOTING ENLARGEMENT DRILL & EPDXY #3 DOWELS Q 24' O.C. (8" MIN. PENTR,) FIN. FLR. ELEV. REF. FOUND. PLAN 4-3/"0 HILTI HY150 THREADED RODS INTO EXISTING WALL 0 MIN. PENTR.) CONST. JT. REF. 3D/S9 TEXTURED CONC. SLAB, REF. PLAN CONCRETE FOR SLAB THICKNESS AND REINF® FLATWORK #4x3'-0" DOWELS Q 24" O.C. ao I #4 DOWELS x 4'-0" Q 16" O.C. 2'-06 1-#4 CONT. �N REF. 13/S3 FOR ® INFO, NOT SHOWN STOREFRONT STOREFRONT ARCH. REF. ARCH. REF. ARCH. REF. ARCH. PRECAST CONC. SILL FOR ELEV. FOR ELEV. : REF. ARCH® zkREF. . PRECAST CONC® SILL 1-#4 CONT. REF® ARCH. 8' CMU WALL REINF. #5 Q 48' Q.C. �:.: ': #4 DOWEL x 3`-0' AT 2r_0" 4'-0' O.C.r'. w/ f2" EXP. JT. #4 x 10'-0' AT EACH DOWEL #4 x 4'-0' DOWELS MATERIAL, TYP, Q 4'-0" 2'-03 b F REF. ARCH. FOR REF. FOUND. PLAN FOR SLAB THICKNESS AND REINF. (TYP.) PAVING LOCATION FIN. FLR.-100'-0" & ELEV. _ _ _ _ FIN. FLR.=100'-0" ------- tMATCH EXIST.) ><(MATCH EXIST.) BOND BEAM CONT. REF. TYPICAL FOR INFO. NOT SHOWN w/ 2-#5 (TYP.) REF. ARCH. FOR PERIMETER INSULATION REQUIREMENTS (TYP.) #4 Q 18" O.C. w/ GROUT ALL CELLS PROVIDE HORIZ. JOINT REINF. AND/ OR STD. ACI HOOK SOLID BELOW FIN. ADDITIONAL BOND BEAMS AS SHOWN FLR. ELEV. (TYP.) IN CMU WALL REINF. DIAGRAM SECT. 7/S8 #4 Q 12" O.C. LEVELING MORTAR BED BELOW FIRST COURSE T.Q.F. ELEV. #5 Q 18' O.C., TYP. T.O.F. ELEV. REF. PLAN REF. PLAN 3 " CLR® °e 3" CLR® co ( U 1,-8® 11-8" MU CONT®, CONT CO ' OPTIONTYPICAL TYP: T.W. ELEV. REF. ARCH. 4" SOLID `:.:®•`' CAP BLOCK. FULLY GROUTED REF. ARCH. 8" BOND BEAM t.,/ 9-# ii rnNT_ %2" EXP. JT� MATERIAL PAVING-- REF® ARCH.\ #6 DOWEL, REF. 7/S8 FOR LAP LENGTH #6 DOWELS -� Q 32" O.C. EA. FACE #4 DOWELS Q 32" O.C. REF. 1/S2 REF. NOTE 8 4�'°b1ab4lnC ASTM C-33 #57 GRADED CRUSHED STONE 8' r-#5 Q 12" O.C.. _.. 2-#G Q 48" O.C. VERT. REINF. w/ MATCHING FTG. DOWELS #4 DOWEL x 4'-0' AT 4'-0' O.C. 30-0" rh FIN. FLR. ELEV® REF. PLAN BOND BEAM REINF. PROVIDE HORIZ. REINF: AS INDICATED IN CMU WALL REINF. DIAGRAM. (TYP.) #5 Q 18' O.C. T.O.F. ELEV. REF. FDN® PL 3-#5 CONT. J 3" 3' CLR. CLR. 2'-0" NEW S f .iSi= WALL f Y r I I •• � a, e e e s kj ( ri �. A 3 6 i P .: +n.. s�R.s'uae;c...... ...vuurc. _.+.e.�•+vn. v.: �v�..u.mu ma. ..�am:.. v....:ua.rau .ru 3a.n+ux....n. ra.v:. ,.:r,�vwev: -. xx ....s ia.«,tom-. .. '�oaM. SANFORD, FL Drawn By: TRS Checked _ Revisions: Project Numbe99127 lop-INq g 7 6 17 16 15.2 15 14 13 12 11 10 I I 2 9'-4Y2„ 0�115r_7��� 1'-7 i4`-7fa° 1.I 27'-211�6« 3r 18 6« 37r_6„ 38s_0« 38'-0" 38'-0° 38'-0« 38'-0° 3$'-0« 38'-0« 35'-6° " 20,_0„ 39r_4« 48'-0« 48r_0® ala 3 ED. S .=14'-7% 5 Efl° SPA.=30`- 1" 6 Efl. SPA.=37'-6" 6 ED. SPA.=38'-0° 6 Efl. SPA.=38'-0° 6 Efl. SPA.=37'-6° 6« 6« 6 Efl. SPA.=37'-6° 6 EQ. SPA.=38'-0" 6 EQ. SPA.=38°-0° 6 EQ. SPA.=38'-0° 6 EQ. SPA.=35'-6" 1314 ED. SPA. 7 Efl• SPA.=39'-4' 9 ED. SPA.=48°-0° 9 ED. SPA.=48'-0« 4r_2,1=20,_0�, I I I I 117'-4® ALONG LINE J I i I n r ALONG LINE K 4 19 -4 41 °-20 GA MIL. ESIGN JOISTS ALONG LINE 4.8 FOR AXIAL TENSION lI ! CANOPY DECK REF. IOPRESS DICATED,OAPPLI D TO I I LO I I SPECS® & GENERAHE TOP CHORD I I REF® NOTE 8 I 1 e C° _NOTES - :+ I 1 _ _ ... - - +; .. _ : N-9:6G-6N-9: K . . r. _ .. ..... .... +,. 9.2 - ::::�36G: 6N-.9. K..... :.•:36G:6N:�9® K. - : 36G. 6.... K.: �:- 6G 9. K .2 3 6 9 K 6G 6 �4 N .3 � RT G 5 8 7K. � _ _ . ELEV. 6.. - - - . ST. BRG - 4 -9N 5 5K J 4 G _ .4 �4N 7�.8 36G 7N G ... .. r_ 1 ° t 117 1 . �2 / .� 12 . 6.. r% o ..... .......... g . .. •...•- ' '-_ . . .. 0)C 1_....... :..... :. RT. -4.2 - : W1 x2 . S� .t....,.... 10. 0. _ - - I . ...... S .... IR.... :: :::.:. x R U.4.. .. .. .. .......-.. O.Pm... cn 10.T0 .-. H.7 - a ..n...._....co �.. - .....� . ........tom .. U1 3 ri - `�. 1 ...L.. `�. = z .._...� .._ y.. - - - - .. ::ra .: art: .. . .... . ... . ...... ...... . �..� ........... .. ... co T.B. ELEV. / N . .. . ly 0 ._ « c� .. c'7 ..... . ...... ... ...... ..... 117 4 >.. o ...... . ...... ... . ...... ...... .. ®co :.R. �::::::::::: ,. 9 R U _ - .....� ...r :. -:•.:•:. :. x HANSING RACKS .......:.:: 5.:T:Q : .................®... . -.5 ..0 cn ......... :::::::: ...... c� N r, o c� ►. REINF.. QZSTS. P.ER �. .. A REflUIRED .. ... ...... ...... . .........::.::.::": :.:_::,:_:::::- :.:.:-.:.:.::.:.:..:.:..:.:.::.:.:..:.:..:.:.::.:. :.:.:::::::....... \ 3/58.....:.::.:.:..:.:.::.:.:..:.:.::.:.:..:.:.::.:.:.:.:.....................................:.:...:.::..:..:._.::.:._..;N :.:.:: ......:... H.2 N:.:..::.:.:.:::.::.:.:..:.:.:............:_.............................................::.:.:..:..:. :::::: .. : _._:f A L . - ---- -- _ _ 11 L_ __ _ _ - � _ � JST. BRG. ELEV,�. 36�� 7N 11.5K 44G 9N 11.5K 44G I I I 1 I I i I H.1=117'-81J @ 5° SEATS I I i I In ( L I I I I I I I I I i I I I I 1 I I ( 1 I I 4G-4N-13.5 I I I I• IRTU 35 I { I I 1 I I { I I I i 1 I I I I I I I I 1 I I I I I I I I I I I I I I I 1 I' 110/'S5 I W1 x2 (MATCH EXIST.) 1 I I 1 r 110 QN I I i i I I I I I I I 1 11 I I I 1 I I 1 I I I { I I 1 I 1 i i I I I ( I 7/ 5 I I I I I I I I I I� I I I i I ! I I I I I T.B. ELEV. I I I I I 1 { I I I I I I I i i I 1 I I I I 1 I I I 1 I I I I I I R I U-16 I I I I I I I I I I TY LL _ r_ �� 1 I I I ! I I I f ! I I I I I i I( I I 16 TON ! I I l I I 1 I i I I I =117 8 I I 1 1 1 I I 1 1 I I 1 I I ( I I 1 I I I I I X IJ.7 I 1 I l l F I I ! I I I REFj. i i I I { I ! I I I I I I I I l I I I I I I I I I I I I i I N M I I ! l I i i R�F. J3/S4.1 I I I S16.1 I I I I I I I I I f I I I I I I I I i I { I I I I I I I I I �^ 13/ I o-� G.5 I I I I i I I I I I I I I I ( I f I I I I I I I I I I I I I I I I I I I I I I I ! I I I I I 26 12 26 SP 6K 2 i RT 34 x i I I I I I I I �- I I I i I I I III i I I ( I I I I I I I { I I I l I l f I I I ( I i I I I ! I I I I I I I 110 ITONI I I I I I I II I I I I I I I I I I I 1 i I I _ I I _ I I I ( I I I I I � x -I- I --I- -I T I - -1-�1 -�- -TI ---I- - Imo- =t r rt�(- 1�t- Ln I I I I I I I I I I I I I � 4X, .: - - - - G.1 -- - 1 I_ I I _I I I i_ I i- �I- -I I I I I 1- I I- I II I I i I I ( { I 1 I 1 1 I I I I I I ! I xxX=F=j = t -- -I - t- r- I -t --t Fit - 1--I - t -t- - -�--i �-t- I I I f I I I ! I I i I I I I I I i I I I I I 44 11N -i-44G-9N-10.2K P44G-9N'-10.2K LO •, I I 11 I I I I I I I I �I;lF.1� i*1 XIEXIST. STRUCTURE I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I RF. I I I I I I I I I i I I l I 'I; Wl X2 , I I 1 I I I I I I I I I I I I I I I I I. I I I I 1 1 3YS6. I I I ! I I I I { I I I I �I; ; - TO BE REMOVED I I I I I I I I I { I I I I I I I I I I I I I II I ( I I I I I I I I I I I I I I I I I I { I I �I I;; w+ I I { I I I I I I I I I I ( I I I I 1 I I I I l I I I I I I RTU- 2 I I { I { I I I I I I { I I I I I; I U 33 �' ° AH -2 F. 8 �, I t { I I I ! I I I ! I I I I I I i I I I I I I I I I I I i I I I I I 1 I i I I I I ! I ,\.I 1 T N N 22 7 :-, I i I I I I I ! I I 1 I I I I I ( I I I i t I lii I { ! I I I I 1 T N I I I I I i I I. I I ! I I I I �'I I; ; to N 2 7 22 SP 2 7 60 I I" I I I I I I I I I I I I I I i I ( I I I I I I I I I ! I I I I 1 ( I I- I I- I 1 -"-C I I I_ I _ I I _i I I I;�N � F.6 - - - - - I I i I i I - i i I T i i i i i �i. ; h ��� I I I I I I I I XI ; r� U) V N LO Y� � I I 110/S5 I I; ; N N N +� \ , REF. ! i 3%56.1 PLAN NOTES i i I �i, N N N 44G-11N-10.1K 44G-9N-10.1rC 44G-9N-10.1K I I { 1 I I 3/S6.1 I I 1 I 1 I I 1. FIELD VERIFY DIMENSIONS & ELEVATIONS OF i i i i i i i� � W1 x2 xb° x�° x�° xp° x(p° x�° li i i i i RTU-30 RTU-31 I I 1 Ix EXISTING BUILDING AND COORDINATE WITH 1 I I I I I'' 1 I { I I 10 TON 10 TON DIMENSIONS & ELEVATIONS OF NEW CONSTRUCTION. I I { I I 1 ; NOTIFY ARCHITECT AND ENGINEER OF ANY I _ I I 6K1 o I 1 DISCREPANCIES OR CONFLICTS. I I 1 I 2. SHORE ALL EXISTING FRAMING MEMBERS AS I I ! ! I I 1 �I r It I I I I I I i it REQUIRED TO SAFELY SUPPORT EXISTING DEAD I I I I 1 1 L01 m � 1 I I I I I I I REF. i I R F. i i i i of r n! 1%' 2 G A. T I I LOADS AND DESIGN LIVE LOADS PRIOR TO �I ; � x TYRE ' B" TL REF. REMOVAL OF EXISTING BEARING WALLS &COLUMNS. I I 3 S6, I 1 I I r c� ROOF EC 3/S6.1 I I 3/S6.1 Il I 1 3. STEEL JOIST MANUFACTURER SHALL PROVIDE AN I 1 i i I I (DI; : N +' � I I I I I I NI; ; (TY .) - tsr1n I I I 1 I I I I ADDITIONAL ROW OF BOTTOM CHORD BRIDGING NEAR I 1 1 I I I xr'I; 10 1 -1 Y-2 11 ! I 21-0 Y16° ! 341_011 13'-811®6«f 21r_10 a" 720'-OYa' 1'-7®2 6 ED. SPA.=34'-0° 6 EQ. �PA.=35-7%6n ! 4 EQ. SPA 20'-0 _ 1 32G 6 - N-5.5K I I , I LO Ll I N N LO - J ST. BRO . _o ELEV. LO 3 2G - - N 6.7K 6 I r _ 1 = 7 2 11 02 00 I = � RT 45 .� 2 1 T N 31 K1 I a- co 1/S5 320-6N-10,2K _ II I I I I UNIT SIZE POINT LOAD (�) THE FIRST BOTTOM CHORD PANEL POINT AT EACH RTU-28 I 1 I I 1 -4 � +' I I I # . i RTU-26 END AS REQUIRED TO RESIST THE REQUIRED 10 TONI I ' I 1 1r ; �C° T N9 I I I FF�TU-�5 3 TON 400 10 TON I I I I I I e; I::__ ____ _ - �I 10 T N i _UPLIFT FORCE GIVEN IN THE GENERAL NOTES. _ _- = =- - 5 TON 400# - - 4. REF. 8/58 FOR SPECIAL JOIST LOAD DIAGRAMS. I I I I I;; -_ E.2 aN - I i i i i i i I 10 TQN 600# REF. IMECH. FOR 5. JOIST MANUFACTURER NOTE: JOIST -GIRDER PANEL ! 1�1�55 I i, 44G-11N-11.9K 44G-9N-11.9K 44G-9N-11.9K `-' 132G-614-11.9K EXACT LOCATION POINT LOADS INCLUDE ADDITIONAL LOADS FROM I I 1 I �I, �- LO I i i i i i 20 TON 1000 OF R U 27 WHICH I I I I Ni,' WAS OVERED BY RTU s & SOFFITS, U.O.N.UONADD OTHER LOADS WHERE I I I 1 I x1; ; W1 x2 CD , ° - � i i i i i i INDICATED ON THE PLAN. GIRDER SELF WEIGHT IS U-9 NOTE: VERIFY UNIT SIZES ON THIS SHEET TEXT ON PLAN NOT INCLUDED IN PANEL POINT LOADS. 1 1 I 1 I 1I;; x x x x x I i I I �I I; II I I I I I I MATCH THOSE SHOWN ON THE MECHANICAL REF. 13/S6.1 FOR 6. REF. SHEET S8 FOR WALL REINF. DETAILS AT ALL I I I I 1 JOIS REINF. DRAWINGS. POINT LOADS GIVEN ABOVE OPENINGS IN NEW & EXISTING CMU (U.O.N.). � i i i i i i INDICATE THE AMOUNT OF LOAD TO BE 7. JOIST MANUFACTURER NOTE® BRIDGING NOT SHOWN I I- I I - APPLIED TO JOISTS AT VARIOUS LOCATIONS ON PLAN. MANUFACTURER SHALL PROVIDE STANDARD _ - _--p - - Y-- - BRIDGING COMPLYING WITH THE APPLICABLE STEEL -T I I 1 I I 1 n; ® °° D.7 I I 1. I 1 1 AROUND THE RTU AS GIVEN ON THE PLAN. JOIST INST. SPECS. OF LATEST ADOPTION, TYPICAL I I I I I I';.L X 2 K1 1 FOR GRAVITY AND UPLIFT LOADS SUPERIMPOSED ON I I 1 I 1 i. ; CO 26 12 26 SP INDICATES TOP OF BOND BEAM ELEVATION , ALL JOISTS. DIAGONAL BRIDGING SHALL BE PROVIDED ; °,� � I ! I I I ' AT ROOF BETWEEN GRID LINES. (REF. CMU BETWEEN ADJACENT JOISTS WHENEVER BOTTOM 1 i i i i i NI ; .4 AH -1 WALL REINF. DIAGRAM ON S8 FOR BOND BEAM I CHORD HORIZ. BRIDGING IS DISCONTINUOUS. I I I I I (0 � ° D.2 STEP DETAIL.) 8. FRAMING IN SHADED AREA IS DESIGNED FOR 10 PSF INDICATES CONCENTRATED POINT LOAD. REF. LIVE LOAD IN ADDITION TO ROOF LIVE LOAD SPECIFIED I I N i I 1 1 I IBY CODE (FOR WEIGHT OF MERCHANDISE SUSPENDED i i i 10/;S5 I i; ; 44G-9N-10.4K N I I I I I I RTU LOAD SCHEDULE FOR POINT LOADS NOT - I !_ I _ ;� G_IVEN ON -PLAN. _ I _ _ � - FROM BOTTOM CHORD OF JOISTS). � 44G-1 - .4K x x �z N-10.4K 9. ALL NEW JOISTS HAVE BEEN DESIGNED FOR AN _ �o IiIIII IIIII III1I IIIII 1IIII IIIII II II ADD-iN i',,,, W1 x2 xITIONAL 4 PSF TO SUPPORT SPRINKLER PIPING UP TO 8 IN DIA. EACH SPRINKLER MAIN PIPE GREATER THAN I R F. x�1 R F. 4° IN DIA. SHALL BE SUPPORTED BY TWO JOISTS. A It 3/SS�1 I �I THE 6.1 3SS.1 SINGLE JOIST SHALL NOT C LOAD FROM SPRINKLER MAINS UNDER ANY ; ; i ; ; �i I, X N I I I I 1 I I -4- +� 24 7 CIRCUMSTANCES. I I I I I I I 1 C.4 1 I 1 I I i Le - - - i i i i i RTU-18 I RTU-19 I� 1 I RTU-20 RTU-21 RTU-22 I I I I I r 1 cn 7/ 5 °- 0, ! I I I I II 10 TON 10 TON i I 10 TON I 10 TON 1--1-- 10 TON I 1 -I I 1 e 1 Tl P. ►�- C.2 - - - - i i i I i I - - - - - - - - - i i i 10/55 I I I I I I REF. REF. 1 I I 44G-11N-9.GK 44G-9N-9.6K 44G-9N-9.6K I I i I I I 3/S6.1 1 3/S6.1 ! I i i i I i Ni;ix I I xl; W1 x2 I I i I I I I I I I T -1 +1 ON I I I I I I I I I I - N I I I I I I B.7 I I I l I i l I i I (LonI I; ; ��� � 7 I REF. I �I REF. ¢I REF. al �1 V X�� 2 I I I w 3/S6.1 w 3JS6.1 N N N - 3/S6® - - - - - - - I I -I I I I; ; 07 CD co B. 6 (� } - - - - I I I I - i I I I I I I I I I I I I I I I I I I I 1 I ( I I I I I I I I 1 I I 1 �' ; �f Lti LL t� LL U) I I I I I I I I I I I i I I I I I i I t I I I 1 I I I I I I I I 1 I J I I I I I"I I I I I I I'; R U_ 5 +� K1 I I I I 1 I I I I I I II I I { I I I I I I I I I I i ! I I Q-•I I 1 I I ~ �1 �! I 1 I r,l I �I I 1 i I I Nli ; 1 T N REF. 2/S7 1 11 I I I I I I 1 I I I I i I f I I I U71 I I I I i I I I I I N I I I I I I I I I I I I I I I I I I I®{ RTU-121 { I I I I I I I i i I { I I I I I �I I I I I i I xi N 1 3 Tp I I I 1 I ®1 RTIU-1 1 1 F° 1 1 RTU-141 �° I I U)I i }- I I i I I �I ; +' ,24G-3N-10.9 101 TON i i �;� i 1 10 iTONi Hf i i I �i i i i i i i i; �N 3/ 6 tt ROOF FRAMING 'PLAN. SCALE: P=20'-0 3 G-GN-10.4K R U^ 3 fT, 3/S5 e I H.5 HA JST. BRG. ELEV. ffG =118`-3%H zo 0 _ JST. BRG. ELEV. =119'-10 4 -- u ID JST. BRG. ELEV. =120'-101,4« I �r LINE B SPECIAL EMBED SPACING BTWN. 2.8-1, N REF. 2A/S5 er � N LO _ ■w1w I 1 N JST. BRG. ELEV. =121'-51/4°_ A.3 ! I N 121' 4° I I 34'-00 1`-2° GE'-4 p cS=; .�� �: '?*_e.� :r u..:::�.; „E�'a. f;:w;�r_ -t ti,�g •' .2e :t..�fx1 _:. ..�.�"smr.iY?. R e ct Number: r 01 Date: OCTOBER 2000 : �I W Wf= IBM Y-n° A.3 10 i 1`-2° ALL DIMENSIONS ARE TO FACE OF CMU WA I .S 4° )NCRETE ATION i 26'-8%z' 1,-2° .Fi'-4' BELOW WWW I WI CD CC0 W. W W. (� (n ®N QN 3/S6 x II II I i ' i (0 W 1 c0 x Ik 00 Ao1 4/SG I, W16x31 11/S6 00 --- ------------------- T.O.S. ELEV.=112'-6" ---- A — 6/S6 I U 0 ALL DIMENSIONS ARE TO FACE OF CMU 4' I 2'-10' 23:-10' 11Y71.6 (10.9 33'-9° I ULKNEAD REF. 1/S4 II 11 8 S7.1 RTU-1 36G-5N-7.1K 10 TON FA II VESTIBULE .f E k I B f # f FOUNDATION OUDA#O PLAN �:°' >: W Jf W /®o 6JI �' r^`W v/ LO 4 o N 7/S7 m` BELOW 3/S6 4/S6 U-P11 Po co ' � I x x f -4 ---k- - W24x 8 I TS12x8xg 11/ 6 ------------------------------ ------ T.O.S.EV.112'-6° ---------------- _ 6/56 — e _ _ — — _ A T.Q.S. ELEV.=110'-O" I `-=-_ ' 0 . (01 � o i e (n-J f LU tn f 1'-21i I f 33'-9' 28'-4' 20'-10' f 1 8'-10° CM SCALEo 11 EQ. SPA.=58'-8' M] all ""Iffil LO U) BULK EAD j REF. 1/S4 36-6N-5.7 2.9 2,8 :3: TS10x4x1/T ` cn �J 1 U)® o W o ®o k 20'-10' 8'-10' SANF=ORD, FL Sheet Contents: ENLARGED VESTIBULE FOUNDATION AND ROOF FRAMING PLANS Drawn By: Checked B Revisions: TRS ; SAD Project Number: 99127 Copyright ; a J a a a NOTE: I 1'-2" t OF COLUMN CMU COURSES DO NOT ALWAYS NOTE: EMBED SPACING COINCIDE w/ BEARING ELEV. CHANGES SECTION 2A , 8' I 1'-2q 110 l,-2e ULREINF. DECK CONNECTION REF. j (1 qDIAGRAMANDSCHED FOR —4 @ SIM1) I DECK DIAPHRAGM CONN. 8' VERT, WALL REINF, & TOP OF WALL ELEV. DETAIL 1/S8 FOR SIZE I I EMBED fE REF. 4/S8 8" j SPACING & SPACING (TYP,) SPACE e 32' O.C. REF. ARCH. j C SECTION 2A REF. 1/S5 HORIZ. JOINT REINF. ; ;' TOP OF WALL ELEV. I T.W. ELEV. I _ q 1 2 AT 8' O.C. IN PARAPET (TYP.) :: ; ANGLE To I 3'1 4 EMBED, TYP. g q 1 q 1�2 0�2 REF. ARCH. ,`,: ` :' i L5x3x1/ CANT. (LLH) REF. ARCH. 0 BOND BEAM REINF. w/ I BOND BEAM REINF. w/ I 8' 1 L5x3x /4 CONT. # 2- 5, FULLY GROUT 2 :: I 2-5 FULLY GROUT 2 ' I (LLH) SIZE 'A" COURSES ABOVE AND I PROVIDE FULLY GROUTED CUT COURSES ABOVE AND E:. ®�--_I ffi� TS4x4 7 q 1 COURSE BELOW, TYP® TYP. I BLOCK ABOVE BOND BEAM AS 1 COURSE BELOW, TYP. :., i i TS5x5 8 ' TOP OF BOND BEAM ELEV. 4 TYP. I REQUIRED TOP OF BOND BEAM ELEV. .:'::- I o i __� TS6x6 9 " REF. PLAN I REF. PLAN :• I TYP. /6 z�Iz T57x7 10 2 :. a --�---------------- "A" TS8x8 11 ' JOIST BEARING ELEV. ----------- ----- --- LO REF. PLAN I ::. : :: JST. BRG. ELEV. JOIST BRG. ELEV. CAP REF PLAN REF. PLAN —EL EMBEDDED IE ALIGN TOP EDGE ti > I �` I REF. CMU WALL WITH TOP OF METAL DECK. REF. Q CONT. CONT I EMBED DETAIL T.W. ELEV. REF® ARCH. BOND BEAM REINF. w/ 2-#5, FULLY GROUT 2 COURSES ABOVE & 1 COUSRE BELOW, TYP® TOP OF BOND BEAM ELEV. REF. PLAN TOP OF BEAM ELEV. REF. PLAN TYP. U.N.O. Y® 2Y2 JOIST k.jll SEAT 11-2__� EMBED P_ REF. 8' 4/S8 t I REF. ROOF FRAMING '' j PLAN FOR ROOF DECK & JOIST I >s 4 5 FIELD 6' NEW BENT Ux2x1/4 (LLH) VERIFY"` NEW L3x3x1/ CANT. CONT. w/ 1%2'xy13' HORIZ. 1' E'XP. SPLICE TO EXIST. SLOTTED HOLES Q 4'-0" O.C. IJTJ DECK ANGLE I NEW MTL. DECK NEW MTL. DECK REF. PLAN REF. PLAN T.B. ELEV. REF. PLAN --- - - --- --- .. i NEW STEEL BEAM REF. PLAN NEW JOIST, 1l2' REF. PLAN 2—L3%2x372X78x3'-2" FOR JOIST DRAG STRUTS. CONTINUITY ANGLES ARE ON BOTH SIDES OF JOIST PROVIDED BY JOIST MANUFACTURER. MINIMUM YIELD STRESS (Fy) OF ANGLES SHALL BE 50 ksi. NOTE TO JOIST MANUFACTURER: PROVIDE SIMILAR TOP CHORD THICKNESS (WITHIN % °) TO ACCOMMODATE WELDIPG OF ANGLES AS SHOWN CONTINUITY ANGLES DESIGNED FOR AXIAL LOAD ONLY. JOIST MFR. TO DESIGN JOISTS TO ACCOMMODATE ANY MOMENTS DUE TO ECCENTRICITIES REF® PLAN BETWEEN TOP CHORD AND CONTINUITY ANGLE iTE w/ 'ION STL. JSTe REF. PLAN REF. CMU WALL REINF. DIAGRAM AND SCHEDULE FOR VERT. WALL REINF. SIZE AND SPACING 5' SEATS EA. ANGLE AT DOUBLE BRACE �e CONDITION PROVIDE UNISTRUT BOTTOM CHORD EXTENSION & THREADED ROD AS REO'D IF UPLIFT BRACE INTERFERES w/ TO HANG LIGHT FIXTURES NEAR DUCT OR LIGHT FIXTURE PLACEMENT, COLUMN LINES, LAP UNISTRUT MIN. REMOVE BRACE & WELD NEXT TO 2'-0'. PROVIDE ONLY @ LIGHT FIXTURE BRACE ON OPPOSITE SIDE OF GIRDER. PROVIDE BRACING FOR BOTTOM CHORD CONNECT ANGLES TOGETHER AT MID— OF JOIST GIRDER AS REQ'D BY SJI. WELD LENGTH w/ El/4'x6'x0'-6" AS REO'D BY SJI AFTER ALL ROOF DEAD LOAD HAS BEEN APPLIED 2-3/'0 A325 BOLTS IN- 1%2' HORIZ. SLOTTED HOLES IN GIRDER SEATS. HAND TIGHTEN & WELD NUT TO BOLT GIRDER SEAT ONLY ------------------ L6x6x%2x0'-i w/'Yq" STIFF. 1E3/'x6'x0'-6' DQ NOT WELD TO BOTTOM CHORD OF GIRDER 4 NEW COLUMN REF. PLAN STL. JST. REF. PLAN >I ` lyz" 1% J 1/�" j t3/gx6xD'-6° TYP. DO SIZE "A" NOT WELD JOIST GIRDER or---Q TS5x5 11" TO STABILIZER PLATE, TYP. TS6x6 12' oL__!o 'i TS7x7 13" TS8x8 14" q.1 q IQ_ EXISTING DECK ANGLE, FIELD VERIFY ORIENTATION T.B. ELEV. REF, PLAN EXIST. STL. JOIST NEW STL. BEAM REF. PLAN EXIST. CMU MALL TO BE REMOVED REF. ROOF FRAMING PLAN FOR ROOF DECK AND JOIST STL. JOIST GIRDER NEW STL. BEAM w/ WEB EXTENSION REF. PLAN OF BEAM I . REF PLAN STL. CONN. P_ — EXIST. STL. COL. JST. BRG. ELEV. REF. PLAN 1f2" I I I I I t-- REF. PLAN FOR TOP OF BOND BEAM ELEV. ,,--REF. CMU WALL REINF. DIAGRAM AND SCHEDULE FOR VERT. WALL REINF® SIZE AND SPACING REF. SHEET S8 I i STL. JOIST, REF®---° FOR VERTICAL I I I PLAN WALL REINF. I j I CONN. PLATE I STL, BEAM Q i REF. PLAN 2Y2' EXIST. JST. SEAT — 5" @ EXIST. LONG SPAN JOISTS. CONTRACTOR TO FIELD VERIFY NEW 38' STIFFENER ® PLATE EA. SIDE OF EXIST. GIRDER SEAT. o i i o CENTER ON COLUMN. I I I EXIST. 6' DEEP ® I ' GIRDER SEAT CONTRACTOR TO FIELD VERIFY DEPTH Date:Project Number: 99127 DETAILJOUST DRAG STRUT J 4 a 4 STRUCTURAL DECKING, REF. ARCH. 3-#10 TEK SCREWS (TYP. MTL. STUD CONN.) II ELEV.=113'-7" Ei Jill I h oil 11II 110 ®I I T.S. ELEV. I I ®II I; ' II II II =112'-6" STL. BEA REF. PLAN I E.I.F.S. REF. ARCH. I I I I I I I I ELEV.=110'-2" i III I� 3% "-18 GA. MTL-. STUD @ 12' O.C. STOREFRONT -- REF. ARCH. BRIDGING PER MFR. RECOMMENDATIONS (TYP.) 6"-16 GA. MTL. STUD C 12" O.C. (TYP., U.O.N.) L2x2xl8 GA. CONT. (TYP.) L4x4xi/4 T.S. ELEV. REF. PLAN TUBE, REF. PLAN L4x4x1® w/ 1/" STIFF F_ TUBE, REF. PLAN REF. PLAN %2" CAP w/ 4—%'o A325 BOLTS STL. COLUMN - REF. PLAN COL. I , ONO BEAM ELEV. it -On , 119'-4" WOOD MEMBER REF. ARCH. :� TOP OF PARAPET C6x8.2 Q 48" O.C. i I REF. ARCH. OND BEAM w/ 2-#5 INFILL w/ 6"-18 i SHEATHING ONT. FULLY GROUT GA. MTL. STUDS I REF. ARCH. NE COURSE ABOVE @ 24" ND BELOW FOR ENTIRE REF. ROOF DIAPHRAGM ENGTH OF CANOPY (TYP.) ; I E.I.F.S. CONNECTION DIAGRAM FOR ACHMENT AND I REF. ARCH. SPACING ENT Ili/" CONT. ! i i Is 2@12 EACH %8 2 i MTL° ROOF DECK sru0 REF. PLAN ---------------- ----- MTL. ROOF DECK ' REF. PLAN L5x3x1/4 CONT. I STL. BEAM C12x20.7 i REF. PLAN E®2'x4'x0'-4' i STL. JOIST Q 3 6 " 0.C, i I I REF. PLAN , Is 2@1z EACH " 2 I \T.O.S. ELEV. STUD/ L5x3xl/ j OND BEAM ELEV. (LLH) CONT. 1 STL. BEAM 112'-8" ! i REF. PLAN OND BEAM w/ 2—#5 BOND BEAM ELEV. ONT. FULLY GROUT =107'-6`° NE COURSE ABOVE OR ENTIRE LENGTH 1/"O TAPCON ANCHOR F CANOPY (TYP.) VBOND. w/ 1" MIN. EMBEDMENT MBED I_ REF. 4/S8 12" O.C. BEAM 3x3x1/4 CONT. w/ 2—#4 CONT. �LE �S E�C T �IO �N S�I D�E (02 SCALE: �9"=1'-0" " STIFF. F_ aCH SIDE I j an � k f �e �', t i � S I C `, f t sk 1'-0" WOOD MEMBER I REF. ARCH. i TOP OF PARAPET I REF. ARCH. C6x8.2 Q 48' O.C. I SHEATHING INFILL w/ 6"-18 ! I REF. ARCH. GA. MTL. STUDS i 24" Q.C. I I I REF, ROOF DIAPHRAGM CONNECTION DIAGRAM FOR ATTACHMENT AND REF. ARCH. SPACING EACH lie 2 ! i fs 2�12 STUD —'---------------------- MTL. ROOF DECK L5x3x1/ CONT. i REF. PLAN (LLH) I REF. 2/S6 STL. BEAM REF. PLAN STL. JOIST ' REF. PLAN 3-#10 TEK ELEV. VARIES SCREWS REF. ARCH. 6" MTL. STUD I 316 2@12 RAFTER (TYP.) T.O.S. ELEV® 112',6" EACH %s 2 ! STL. BEAM sruD L5x3xl/ REF® PLAN (LLH) CONT. U_ REF. ARCH. FOR ELEV. ELEV. REF. 1/S6 BOND BEAM w/ 1—#5 CONT. FULLY GROUT ONE COURSE ABOVE & BELOW FOR ENTIRE LENGTH OF CANOPY (TYP.) { �� BEAM 1 t DETAIL i c� 3 GRID EV2"x4"x( a 36" 0, COLUMN REF. PLi 8" wl STRUCTURAL DECKING, I REF. ARCH. ELEV.=113'-7" i- 2 - - - -- STL. BEAM i REF. PLAN ------------ i 3p "-18 GA. MTL. STUDS @ 12' O.C. I E.I.F.S. !L REF. ARCH. i ALLOW FOR %2" VERT. DEFLECTION STORE FRONT REF. ARCH. SCALE. V/9"=1'-0" C12x20.7 MTL. DECK REF. PLAN GIRDER SEAT GIRDER BOTTOM CHORD PE�/"x6"x0'-8" STL. BERM REF. PLAN 3 k i s - me � 2-L3x3x1/xl'-8" FOR JOIST DRAG STRUTS. CONTINUITY ANGLES ARE nm RnTP gTnpq ner f.TRnpp PRn\/TnF'n REF. 1/S6 B.O.S. ELEV.=112'-6" •3—#10 TEK SCREWS (TYP. a MTL. STUD CONN.) ELEV.=110'-2" 6"-18 GA. MTL. STUDS @ 12" O.C. REF. ARCH. 2", 2" i '/ 2 c� Ell"x4"xl'-0"--- c� w/ 2—V2"0x0'-6"--- m H.S.A. T.O.S. ELEV. -- ----- REF. PLAN BOND BEAM w/ 2—#5x4'-0" BEAM BEARING. FULLY GROUT TWO COURSES ABOVE ' AND ONE BELOW BOND BEAM REF. CMU WALL REINF. DIAGRAM FOR WALL REINF. AND SPACING (TYP.) B[S f i t t AM i i II WALL 1 t REF. ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHED. FOR ATTACHMENT TYPE, SIZE & SPACING TS7x5xyl6x4'-5" @ - CENTER OF EA. JOIST SPACE SANFORD. FL 0 ggigg Drawn By: TRS Checked By: SAD Revisions: Project Number: 99127 Date.- OB_ Copgright i a a 9 i d NEW STL. JOIST—, SUBSTITUTE REF. PLAN STAGGER 6' OFF NEW JOIST, EXCEPT La EXP. JOINT & EXIST. WALL MTL. DECK REF. PLAN NEW STL® JOIST REF, PLAN NEW STL. GIRDER REF. PLAN lag I. GIRDER I. WALL t 4'-0' 1 EXIST. MTL. DECK EXIST. STL. JOIST `—EXIST. CMU WALL TO BE REMOVED NEW JOIST F 'EXISTS FRONT WALL SCALE. 3/4'=1'-0" U.O.N. 11 NEW L2x2xi/ x25,-vi EA. SIDE CENTERED ON MIDDLE OF SPAN EXIST. STL. JOIST REF. PLAN NEW 112'6x25`-0" STL. BAR EA. SIDE CENTERED NA® ON MIDDLE OF SPAN NOTE. REINF. JOIST PRIOR TO PLACEMENT OF RACKS %00 STL. BAR x 5'-0' EA. SIDE OF SEAT ON THE SAME SIDE OF JOIST AS RACK REF. ARCH. FOR ELEV. NEW BOND BEAM > NEW 12' CMU WALL REINF. w/2-115 CONT. NEW L3x3xi/4 CONT. EXIST. MTL. DECK EXIST. MTL. DECK TO BE REMOVED TO REMAIN /2' O HILTI HY--2 DRILL & EPDXY 1-Y 5 EXP. ANCHORS DOWEL & 4$" O.C. In 4€ 11 O.C. INTO INTO EXIST. BOND BEAM GROUTED CELLS K & GROUTED CELLS (MIN. 12" PENTR.) MATCH EXIST. GROUT SPACING EXIST. 12" CMU WALL u isl EXIST. STL. JOIST REF. PLAN EXISTING STL. BAR WEB T GIRDER WALL I-- I I.Ir t.r n-r, rnrr.r I YL, Y4 J 11—. l/dl %Ll L-i REF. PLAN FRONT E EXP..JOINT/SIDE WALL %'0 STL. BAR x 3'-0" EA. SIDE OF SEAT ON SIDE OPPOSITE OF NEW RACK NEW L2x2xil AS SHOWN (3 TOTAL THIS SIDE OF JOIST) E 1' EXP. l 5" JOINT NEW L3x3x%4, CONT. I REF. 9/S5 (LLH) SPLICE TO EXIST.. I MTL. DECK I ' REF. PLAN L6x6x'/ZxO'-B'— w/-'" STIFF. F- STL. JOIST GIRDER REF. PLAN 4 4 STL. BEAM REF. PLAN -------------------------------- I I NEW MECH. UNIT NOTE. REINF. JOIST PRIOR REINF. ONLY REQUIRED i I TO PLACEMENT OF NEW RTU AT END OF JOIST NEW I MECH. UNIT IS LOCATED %2'0 STL. BAR x 8`0' I r-A rlrmr- Inr- nrAIT- ,—EXISTING STL, JOIST REINF, DETAIL AT NEW RTU REF. 9/S5ioll I 2-34'0 A325 BOLTS IN 13/ir,'I HORIZ. SLOTTED I 15' '1' EXP. HOLES IN GIRDER SEATS. 1 JOINT HAND TIGHTEN & WELD i NEW L5x3xl/ CONT. NUT TO BOLT. REF. JST. (LLH) SPLICE TO EXIST. MFR. FOR GAGE I I MTL. DECK I THIS SIDE REF. PLAN I f/ ONLY 1' PLATE w/- Y" STIFF. R- STL. JOIST GIRDER REF. PLAN --•.j ar,r.,ar� .-"s STL. JOIST REF. PLAN STL. BEAM w/ WEB EXTENSION REF. PLAN *74 M-4- "W"I'll-Illm-Tox-fa �vlfflfj Cp as i� N t N N N LAW ,` T.F. ELEV.=98'-O' (MATCH EXIST.) REF. 4/S3 - 14/S2 "'T.F. ELEV.=98'-O' (MATCH EXIST.) REF. 4/S3 i • f # ... r ..— . ' F I F0 ,0 D '� SCALE. 1'=20'-O" 2-%`0 HILTI HIT HY150 ANCHORS (EMBED=G") INTO GROUTED CMU, EA. SIDE 1° RTNS. L3x3x1/4xO'-B' C12x2O.7 F • : i i Y 3 i f' 3 i 15°3 i 2t 142 I to i 00 I N 2'-4"x3'-8" CONC. I PEDESTAL REINF. i r' w/ 10-#6 DOWELS B.7 ----------------------- ---- zo #3 TIES 8' O.C. FOOTING � I co co � — I I w .- Ji co ii t GLAZED 1'-2' i I" 1'-1' t FOOTING CANOPY COLUMN 120'-8' L7 U) N REF. GLAZED CANOPY N N MANUFACTURER FOR GLAZED CANOPY ROOF FRAMING .02 �I EXIST. CMU WALL 1 1 1 1 i 1 1 1 1 i 1 f O/S7 TYP. 1 i 1 i i 1 i i 1 i i i i NEW W16x26 BELOW REF. 9/S7 1 1 1 I i —1Y2'-22 GA. TYPE "B" MTL. RaOF DECK, TYP. 1 i 1 I 1 I i I i I 1 I I GARDEN CENTER FRAMING PLAN SCALE. 1'=20'-O" L3x3x1/ (LLF ) CONT. w/3/" O � HILTI HIT HY150 ACHORS C 24' Q.C. w/ 1 6%Z" EMBEDMENT INTO GROUT FILLED CELLS NEW STL., JO�,ST METAL DECK REF. PLAN REF. PLAN i ------ ---------------------- PILASTER #4 (P 6,_0" O.C. 6r' STL. BEAM REF® PLAN 1/' B0T. I_ REF. SECTION B.O.S. ELEV. REF® ARCH. =T a/ 1° 12'x16" FULLY ;EAM JUTED CELLS OF PILASTER DRILL & EPDXY TO EXIST. STEM WALL FIN. FLR. (EMBED® 8') EXIST° 12" CMU GROUT MIN. 1 CELL ABOVE BEAM SOLID %"0x0'-4' H.S.A. 24" O.C. CMU SOAPS EA. SIDE AS REQ`D. STL. BEAM REF. PLAN f�l/'xl1" --EXIST. CMU TO BE REMOVED LINTELr LL s EXIST, EAM PACK BEAM w/ GROUT AFTER PLACING BEAM o _y 7 E EA. CELL w/ MATCHING ■ ■.DOWEL • ` VERT. STEEL OMITTED FOR CLARITY E78'x1'-1"x0'-4" w/ 2-y2'x5" N H.S.A. o® C12x2O.7 SECTION 8I �6tl 1,_0}0 MIN. U 2'�4' I 8' , 6' I T.S. ELEV.= REF. ARCH 2`-4"x3`-8' CONC. "_vd ZPEDESTAL REINF. N 10-#6 DOWELS L #3—TIES @ 8" O.C.------- -- - --- - Go e 00 � 00 "JW" t GLAZED CANOPY COLUMN i 4� y i S } ti L i 6 . ... r. e t ..,., ,. le..... So- ,. . ...,... ,u..,• ..,, r. . ,...<.., SAM-ORD, FL Dram By: TRS Checked By: SAD Project Number: 99127 im! I Copyright N �9 #4 DOWELS AT 16" O.C. 2'-0' d N 5-#5 TOP & BOTTOM #3 TIES AT 1$" Q.C. TS8x8xV SLOTTED BOTH ENDS ADD #4 @ 1611 O.C.E.W. TOP EXTEND MIN. 15'-0' FROM FA. COLUMN EA. DIRECTION moo ME — 2-#6 DOWELS TS8x8xs/4 ---/ \ SLOTTED BOTH ENDS TTx14"x2'-0" STL. COLUMN REF. PLAN BASE PLATE REF. 2/S7.1 GRADE BEAM FUiamlia REF. 1/S9 FOR BLOCKOUT SECTION �_ OF COLUMN & FOOTING i � I i I I i f � i I i � I i � I i I � I i i I � I i I , I , S 1 ENCASE IN CONCRETE 1%2° NON -SHRINK GROUT, PLACE IMMEDIATELY AFTER COLUMN IS PLUMMED -"—BASE (7 %z°x15"x2'-4° — - w/ 6-1 /2" O ANCHOR oil BOLTS (EMBED=18") 2" ol . ....... ... NEW L3x2xl/4 (LLH) CONT. NEW TS21/2x2Y2xl/— x0'-6° @ EA. EXIST. JOIST NEW DECK REF. PLAN EXIST. PARAPET TO BE REMOVED EXIST. DECK & EDGE ANGLE NEW JOIST REF.K EXIST. JOIST —J PLAN Il< TO REMAIN L4x4x1/ xO'-9" w! 2- 3/4"O THRU BOLTS EXIST. CMU WALL LOCATED @ EA.7,>qTO REMAIN SAM—ORD, k GRID REF. ARCH. FOR ELEV. < EMBEDDED L ALIGN TOP EDGE w/ TOP OF BOND BEAM REINF. I MTL. DECK. REF. 4/S8 FOR SIZE, SPACING, w/ 2-45 CONT. AND PLACEMENT WITHIN GROUT FILLED CELLS. DO NOT PLACE HEADED STUD ANCHOR IN VERT. CMU JOINT, TYP. L5x3xl/4 CONT. (LLH) REF. 1/S8 FOR >< CONNECTION OF DECK TO ANGLE EA. EMBED 4 TYP. > > - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T.O. BOND BEAM ELEV. REF. PLAN MTL. DECK REF. PLAN BOND BEAM REINF.7-� w/ 2-115 CONT. 4 FULLY GROUT 2 COURSES ABOVE > . . . . . I COURSE BELOW > > < BOLTED X-BRIDGING > BY JOIST MFR. > STL. JOIST, REF. PLAN. BEAM Q SIM. GRID REF. ARCH. FOR ELEV. > BOND BEAM REINF. w/ 2-*15 CONT. K > > > < EA. < EMBED ,:>716-74 >< > T.O. BOND BEAM ELEV. REF. PLAN > BOND BEAM REINF. > I U­< w/ 2-45 CONT. > K FULLY GROUT.2 >< COURSES ABOVE & 1 COURSE BELOW K > JOIST GIRDER > REF. PLAN > > CMU WALL---' REF. 7/S8 > < FOR REINF. > > EMBED IL > REF._� > K K 4/S8 FOR SIZE, TYP. > ................ .EMBED PLATE. REF. 4/S8. -L5x3xl/4 CONT. (LLH) REF- I/S8 FOR CONNECTION OF DECK TO ANGLE MTL. DECK--\ REF. PLAN T_Typ. ZED FOR T. FOR K- JOIST. USE ,IEF. PLAN PROVIDE BRACING FOR BOTTOM CHORD OF JOIST GIRDER AS REQ'D. BY SJI. WELD AS REQD. BY SJI AFTER ROOF DEAD LOAD HAS BEEN APPLIED. REF. 1/S7.1 ELEV.=112'-8' NOTE: RFF. I/S7.2 FO BOND BEAM REINF. INFO NOT SHOA GRID GRID 1/_2" REF. JOIST MFR. REF. JOIST MFR. Bs Cg Brl 69 JOIST MFR. NOTE- JOIST MFR. NOTE - DESIGN JOIST BOTTOM CHORD FOR REF. ARCH. DESIGN JOIST BOTTOM CHORD FOR REF. ARCH. - I T AN ADDITIONAL 6 KIP AXIAL LOAD W K AN ADDITIONAL 6 KIP AXIAL LOAD FOR ELEV. FOR ELEV. > < DUE TO WIND/SEISMIC. PROVIDE DUE TO WIND/SEISMIC. PROVIDE 1 : . .. " MIN. ANGLE THICKNESS FOR I :Y16' MIN. ANGLE THICKNESS FOR < Ylr BOND BEAM REINF. ' D BEAM REINF. > < BOTTOM CHORD. > < BOTTOM CHORD. BON w/ 2-:*5 CONT, Rj wl 2-415 CONT. A+L A -JOIST GIRDER I JOIST GIRDER, R:7F. CMU WALL CMU WALL PLAN. BEAM Q 3IM. REF. PLAN T--. < , I REF. 7/S8 A A: K l< I REF. 5/S I FOR REINF. I MTL. DECK FOR REINF. I MTL. DECK K REF. PLAN < REF. PLAN T.O. BOND BEAM T.O. BOND BEAM ELEV. REF. PLAN LO ELEV. REF. PLAN PLAN REF' I . PLAN BOND BEAM REINF ; ><I II FOR ELEV. BOND BEAM REINF. FOR ELEV. > K >< >.... wl 2-115 CONT. w/ 2-*5 CONT. < S FULLY GROUT 2 FULLY GROUT 2 COURSES ABOVE > COURSES ABOVE AF ER ALL ROOF + L TO > AFTER ALL ROOF & I COURSE BELOW > 1 0 T /L __<CHANNE 4. 2 & 1 COURSE BELOW I DEAD LOAD HAS 2 > K"I EAD LOAD HAS %a 2 CHANNEL > 4 ��Wfs �4 BEEN BEEN App A P P IIIFE I > l< STL. COLUMN K _� - .I-( STL. COLUMN > _t_Ki I REF. PLAN l< CBX11.5 STL. JOIST REF. PLAN > C8x11.5 STL. JOIST F1 K REF. PLANI I BEYOND K x L3x3xl/4xO'-B' >1 > 1 L33 xl/4xO'-8' REF. PLAN >I I 2 EA. JOIST EMBED L REF. s EMBED L REF 4/S8 FOR SIZE, 4/S8 FOR SIZE, KI I CBxll.5 BTWN. TYP. >< JOISTS (LOCATE TYP. 4;. BOT. CHORD 2 > T.O. BOND BEAM > T.O. GIRT. T.O. BOND BEAM T.O. GIRT. PANEL POINT) ELEV.=112'-8' > REF. SHT. S7.1 ELEV.=112'-8' REF. SHT. S7.1 > F > > < BOND BEAM REINF. > WIND GIRT BOND BEAM REINF. WIND GIRT > < w/ 2-115 CONT. > K REF. SCHED. w/ 2-45 CONT. REF. SCHED ON SHT. S7:1 FULLY GROUT 1 ON SHT. S7.1 FULLY GROUT I > COURSES ABOVE COURSES ABOVE REF. I/S7.1 REF. I/S7.1 V STL. COLUMN REF. PLAN MITER CUT END @ 45* (TYP.) rUn TYP. Cali US 'al 2-3/4"0 A325 BOLTS (TYP.) T.O. GIRT rb� - ------------ REF. EL -------------- WIND GIRT REF. SCHED. L4x4xYi3XO'-G' W/ 2-13/16uxl" HORIZ. SLOTTED HOLES, USE L4x4x%XO"-10" Q TS12xG 1) 1 ff LD 9 A.7 A.3 25'-0" 25'- 0 ilglifflawAiril T.O. GIRT G I Gl - ELEV.=112'-6" 10/S7.2 TYP. SCALE: 1'=20'-0' 3.3() 2.8 3.8 n (4.7) LOCATE ROOF DIAPHRAGM GRID CONNECTORS @ GI D.C. IN TWO DECK FLUTES @ P_ 1/-2' MTL. DECK LOCATION. REF. ROOF REF. PLAN DIAPHRAGM SCHED. FORI SIZE & TYPE OF CONNECTORS. 89 62 '_ REF. ARCH. BTWN. JOISTS 2@12 FOR ELEV. > TS5x2x3/lcx3-6' IK BOND BEAM REINF.-4., , i (LSV) w/ 2-*5 CONT. > Kj SECTION l< REF. 1/S7.1 CMU WALL li I > MTL. DECK REF. 7/S8 l< FOR REINF. REF. PLAN z U 0 EA. > ENO L2 zlyli _?_ - - - - - - - - - - - - - - - - - - - - - - - - - T.O. BOND BEAM < ------- ---- no .1 ELEV. REF= PLAN > / -------------- - BOND BEAM REINF.---Z >> A w/ 2-*5 CONT. 4 SIDES FULLY GROUT.2 i 4 fE COURSES ABOVE > <I 1311 CAP & 1 COURSE BELOW > < > STL. COLUMN >I IREF, PLAN _STL. JOIST REF. PLAN EMBED L REF 4/S8 FOR SIZE, TYP. 2 NOTE: T.O. BOND BEAM I T.O. GIRT. REF. 1/S7.1 FOR ELEV.=112'-8" > > REF. SHT. S7.1 INFO NOT SHOWN >> BOND BEAM REINF. I I WIND GIRT W/ 2-#5 CONT. >I i I REF. SCHED. FULLY GROUT I >I I ON SHT. S7.1 COURSES ABOVE > REF. I/S7.1 DE WALL ZE'ECTION WIND COLUMN (o8' �.5) n6.5 7 n (7.5) 8 n (5) . ng A. j 2 5'- 0' y 2 0'- O"k REF. PLAN T.Q. GIRT G4 r G4 ELEV.=112'-6" 10/S7.2 TYP. 29'-8' 281-411 331-911 22-9' 17'-9" 19/_011 19/_011 191-011 191-09 20'-9' N.T.S. T.O. COLUMN REF. PLAN T.O. GIRT Gl GI Gl Gl Gl Gl Gl GI G1 01 ELEV.=112*'-G' 10/S7.2 J_ TYP. SCALE. 1'=20'- FRAMING AT GRID 11,7 SCALE-. I"=20'-O" 20/_8 Drawn By: TRS Checked By-, SAD Revisions: Pr ject Number: 99127 01 Date: 3 OCTOBER 2000 RM, FULL PENTR. WELD Lei �; � ;.�•;; i I a i RUV s unr�� uur�cr � � i � ®o o® o®® o®® ® o 0 o a o® o® o 0 0® e o o e o a o--------------------1J1 i :, ( l i I I PROVIDE L2x2xi/4 FIELD VERTICAL AT EACH NOTE: I I ,; •::: ,•. : • • I I � I � I � I � I SIDE OF JOIST AT ALL LOCATIONS WHERE PROVIDE JOIST REINFORCING IN ElEl:.;�.: ::•,.. f I SEC. 2 I I I I CONCENTRATED LOAD DOES NOT OCCUR WITHIN ACCORDANCE w/ THIS DETAIL FOR �I �, REF. PLAN FOR i i i 3' OF PANEL POINT. INSTALL ANGLE WITH ALL CONCENTRATED LOADS IN EXCESS LI UNIT WEIGHTS ONE END AT LOCATION OF LOAD AND OTHER OF 150 lbs. THAT ARE NOT SHOWN ON `�!t i `�Ic~n Q �-'Ic 4°-Q1° TQ Fir^�S T EM6'ED BOND BEAM OMITTED �' L-i - -----------------i-' i------------------- I THE STRUCTURAL FRAMING PLAN. .0 .10 ��0 v�o FOR CLARITY i I i -- END AT A PANEL POINT ON THE t7PPQSITE ' ul-D "� I I ! I L4x3x /4 (LLV) TYP. CHORD, TYP. T-0" MTN. CONNECTORS TO JOISTS PERIMETER STRUCTURAL STEEL MEMBERS (36/7 PATTERN) NOTES: 1. POWDER ACTUATED FASTENERS SHALL NOT BE USED IF BASE MATERIAL (e.g. TOP CHORD OF JOIST) IS LESS THAN 1/' THICK. 2. AIR ACTUATED FASTENERS SHALL NOT BE USED IF BASE MATERIAL IS LESS THAN fa' THICK. eaffr'rarsk' NOTES: 1. REINFORCE AND SOLID GROUT EACH FULL CELL WITH 2-#5 VERTICAL FROM TOP OF FOOTING TO BOND BEAM AT ROOF ELEVATION. 2. PROVIDE DOWELS FROM FOOTING TO MATCH VERTICAL REINFORCING. REFER TO CMU WALL REINFORCING DIAGRAM FOR DOWEL NOTES. 3. PROVIDE #2 TIES AT 8" Q.C. I I L 6'-0' MAX. L4x3xi/4 (LLV) TYP. I L5x5x7/6 TYf . L5x5x7/6 TYP. SKYLIGHT SKYLIGHT (N T CENTERED RETW. JISTS) R.T.U. VARIES , 6' O.C. AROUND REF. SPEC. FOR REF. SPEC. FOR PERIMETER OF STRUCTURAL CURB STRUCTURAL CURB I OPENINGS L4x3xl� ` ANGLE TO 61 O.C. (L.L.V.) i �% JOIST M a=1El1 a�I�R • ' I I• W 6�1hi l 11 WHEN TOP OF WALL IS LESS THAN 2'-0" ABOVE JOIST BEARING, PROVIDE 1-#3 x 2'-6' w/ STD. ACI 180° HOOK TO LAP CMU WALL VERT. REINF. 18' MIN. IN EA. VERT. REINF. CELL BOND BEAM AT TOP OF WALL w/ 2-#5 CONT. HQRIZ. JOINT REINF. REF. GENERAL NOTES USE LOW LIFT METHOD OF GROUTING (MAX. GROUT LIFT = 5'-0'). SPLICE VERT. REINF. IN 6'-0' TO 8'-0' LENGTHS. BAR POSITIONER AT 8' MAXIMUM ABOVE TOP OF GROUT LIFT. (TYP.) SPACE AT 32" O.C. MAX. HOLD TOP OF EACH GROUT LIFT 2' DOWN BELOW TOP OF BLOCK TO PROVIDE KEY FOR NEXT LIFT. (TYP.) FIN. FLR. ELEV. REF. PLAN L1 fZxl%zx®s REF. ARCH. FOR LOCATION OF CONTROL JOINTS. PROVIDE VERT. WALL REINF. IN FIRST CELL EACH SIDE OF CONTROL JOINT. BAR SIZE TO MATCH VERT. WALL REINF. PER SCHEDULE )TE: WHERE CONTROL JOINT DOES NOT OCCUR AT CORNER„ 1. PROVIDE CORNER BARS TO MATCH AND LAP WITH BOND BEAM REINF. OR PROVIDE 90° HOOK. 2. EXTEND HQRIZ. JOINT REINF. TO END OF WALL IN BOTH DIRECTIONS SO THAT IT LAPS AT THE CORNER. 3. PROVIDE VERT. WALL REINF. IN THE CORNER CELL. I J TOP OF BOND BEAM ® ELEV. REF. PLAN w ® ~ NOTES: 1. EMBEDS SHALL BE SPACED @ 48" Q.C. U.O.N. 2.EMBEDS SHALL BE PLACED w/ LONG DIMENSION VERTICAL, UNLESS NOTED OTHERWISE. 3. $- PLATE VARIES REF. FRAMING PLAN AND DETAILS. POSITION PLATE WITHIN GROUTED COURSES. 4. DO NOT PLACE H.S.A. IN VERTICAL CONTROL JOINTS. Q �—f-!"x4"x0'-8' w/ CONT. EDGE c�a 22°x0'-5" H.S.A., ANGLE .: TYPICAL U.O.N. N F.M. I_ SEE JST. DIAGRAM #1 WAL*MART STORE # 857 I 'a ANFOR"D, FL Drawn By: T S Checked By: SAD Revisions: Project Number: 99127 Date: .:; 0 Copyright Wliiilll STL. COLUMN 11/z° EXP, JT I I 4-*4x5'-0", TYP. a ALL SLAB —--------- OPENINGS SPREAD FOOTING REF. 1/S1. f ti 4- 1%6'0 HOLES --- FOR 4-3/'0 ANCHOR BOLTS (TYP.) STL. COLUMN REF. PLAN 0 1%2" I �1%2' iz® i2. PROJECTION AS REIQ'D. GROUT MAY BE BEVELED OR FORMED, BUT SHALL EXTEND A MIN, OF 1%2' BEYOND FACE OF BASE PLATE® Ham. TOP OF FOOTING OR PEDESTAL �///x %10 TACK HEAD OR GROUT PLACEMENT r$' AMAGE THREADS Ak1nI It"9n 8" ^1 "- r'%YAP%r%Ana i/'xll/° DEEP TOOLED OR FORMED JOINT SAWCUT EXIST. SLAB Wgx2'-0" SMOOTH 2'-O" BEYOND END OF REF. 3A DOWELS @ 24' O.C. GREASE ONE END & %2'Ox2'-O' SMOOTH TOPPING SLAB. DRILL & EPDXY SET #4 DOWELS CENTER ON JOINT DOWELS a 12" O.C. PROVIDE GREASE CAP JOINT SEALANT x2'-O" @2 24" O.C. (EMBED=8') & GREASE ONE END. CENTER ON JOINT BACKER ROD zo 3�' COMPRESSIVE � EXIST. SLAB 2'-O" 21-02 BROOM FILLER MATERIAL FINISH CONSTRUCTION JOINT T® JTJ EXPANSIONSIT T (EXP. T®, i/°x1i/' DEEP TOOLED " OR FORMED JOINT J2' Ox2'-O' SMOOTH REF, 3A %2'Ox2'-O' SMOOTH REF. 3A GREASE ONE4ENDC& TEXTURED DOWELS a 24' O.C. CENTER ON JOINT CONCRETE GREASE ONE END & CENTER ON JOINT 1/ °xll/' DEEP TOOLED SLAB OR FORMED JOINT ,.�F � I 00 2'_0" 2'-Ow . 2'-08 I L �j0I—rq9 CONSTRUCTION I (CONST. 'T®) CONSTRUCTION JOINT (CONST. T®) 1/'x11/' DEEP TOOLED OR FORMED JOINT SAWCUT CONTROL JOINT. FILL / %' WITH SEALANT AT EXPOSED j2'Ox2'-O' SMOOTH DOWELS Q 24" Q.C. REF. 3A JOINTS AND FILL WITH SUBFLOOR GREASE ONE END & TEXTURED FILLER UNDER TILE AND CARPET. v :p ,A. CENTER ON JOINT CONCRETE REF. SPECIFICATIONS , s a SLAB 1/"x11/" DEEP SAWCUT CONTROL JOINT zo la999D Laadsa Structural Steel: Roof Dead Load................................................................................REF Roof Live Load........................................20 psf + 8 7/S9 psf (Ponding-) = 28 S1 All structural steel shall be ASTM A-36, except tube columns which shall be ASTM A-500, Grade B and steel M7 Place a minimum of 1-w5 vertical bor at all masonry wall intersections and Roof Live Load for Ponding Water ................. psf 8 psf $ pipe columns which shall be ASTM A-53, Grade B. Headed stud anchors shall be ASTM A-108 (Grade designations corners, at the ends of all masonry walls, and so that the maximum spacing between the vertical reinforcing bars in the Will vary from joist to joist. Use this value in lieu of more accurate 1010 to 1020 inclusive) with a minimum yield stress of 50 ksi. masonry walls does not exceed 4'-0" on center, unless otherwise detailed. ponding analysis. Roof Snow Load S2 Structural steel shall be detailed, fabricated, and erected in accordance with AISC specifications. M8 Reference lintel schedule for typical masonry lintel reinforcement. Extend .................................................................................N/A Ground Snow Load............................................................. ........N/A S3 All shop and field welding shall be executed by certified welders in M9 reinforcement 2'-0" minimum beyond each end of lintel. All horizontal joint reinforcement sholl be ladder type (Reference Spec Importance Factor...................................................................... Wind Loads: .1.0 accordance with the latest edition of the American Welding Society specifications. Section 04220). Lap all horizontal joint reinforcement 6" minimum. Basic Wind Speed............ �� �'�� "��"� ' 100 mph """""'°°""" ' S4 Shop connections shall be welded unless noted otherwise. Field Reinforcement shall be spaced at 8" on center below finished floor and in parapets, and 16" on center above finished floor. Importance Factor......................................................................:... 1.0 S5 connections shall be as indicated on the drawings. All erection bolts be ASTM A-307. M10 Provide temporary bracing and shoring for all masonry walls to resist all Exposure..................................................................................... Exp. C shall Allpermanent bolts shall be ASTM P A-325, lateral loads during construction until the masonry has been properly Design Wind Pressure .(MWFRS)................................................26.6 sf P Design Wind Pressure(Walls) S6 Design of connections shall be performed by the fabricator under the anchored to the building structure and has reached a minimum compressive strength, ...................................................25.1 Net Roof Uplift..........................................................................23.1 psf psf supervision of a registered engineer. Connections shall conform to AISC specifications, be M11 Masonry construction requires special inspection. Reference Wal-Mart Seismic Criteria: and shall capable of supporting the maximum load of the Specifications, Section 04220 for requirements. Zone 0 S7 member for the span shown and the material specified. M12 Contractor shall provide grouted cells or CMU wall embed plates to All welds shall be performed using E70 electrodes. All fillet welds shall be 1/4" unless otherwise noted. S8 All structural steel, except embedded items, shall be painted with one shop coat of rust inhibitive paint. All structural steel permanently exposed to the weather shall be hot -dipped galvanized, unless otherwise noted. S9 Structural drawings shall not be reproduced in whole or in part for shop Fc�and�ti�nsg drawing submittals. S10 Provide double nuts and double washers for steel column anchor bolts to Fl The foundations have been designed using an allowable soil bearing. value g g 9 allow for adjustment in base plate elevation. Use half -height nuts under 1 �� base plate when steel column anchor bolts are 1-/4 diameter: Provide 1- of 2,000 psf for spread footings and wall footings bearing on engineered fill in accordance with the soils analysis report no. 26-0535 dated December %2" non -shrink grout under base plate after erection. Non -shrink grout 16, 1999, as prepared by QORE Property Sciences Tampa, Florida, where indicated on plans shall be non-metallic with a minimum F2 Contractor shall verify that the subgrade has been prepared in accordance with the Foundation Subsurface Preparation Notes. Notify Architect of any S11 compressive strength of 5,000 psi after 28 days, Provide L5x3x�/4(LLV) field -fabricated frame between joists at openings in discrepancies. yeti roof greater than 10"x10", unless otherwise noted. F3 Footing excavations and preparation shall be performed in accordance with S12 Provide %2"x8"xO'-10" bearing plates with 2-%2" diameter H.S.A. for steel beams the geotechnical report, and shall be approved by the geotechnical engineer bearing on masonry, U.O.N. Fill cells with grout and provide 1-06 vertical reinf. prior to concrete placement. with dowels from foundation, U.O.N. F4 Slabs -on -grade have been designed in accordance with the "Design of Slabs on Grade", ACI 360 R-91. Floor slabs shall be constructed in accordance Ste Joists and Jcais Girder® with the "Guide for Concrete Floor and Slab Construction", ACI 302.1 R-89, "Concrete Floors on Ground", Portland Cement Association, and the ACI J1 Steel joists shall be welded to supporting members unless noted otherwise. F5 Building Code, ACI 318-95. Slabs shall rest on a layer of crushed stone as presented in the Foundation J2 Steel joists and joist girders shall be bolted to supports at column locations, Hangers supporting mechanical equipment from joist chords shall be located Subsurface Preparation Notes. Granular fill beneath the floor slab shall be moist at the time of concrete placement, but not wet. Any standing water at the joist panel points or joist shall be reinforced r ° P J per Joist reinforcing detail. Unless noted otherwise, hangers shall not be to the on the surface of the vapor barrier shall be removed or dried prior to attached edge of chord angles. Hangers shall be centered on joist chord. F6 concrete placement. All footings shall be placed a minimum of 18" below lowest adjacent finished J3 . Joists and Joist ggirders shall resist the net uplift pressure on the roof, acting alone, shown in the design loads. grade. J4 Special joists and joist girders that require specific orientation shall be tagged at one end. Define location of tagged end on erection drawings. J5 Diagonal bridging shall be provided between adjacent joists whenever bottom = chord horizontal bridging is discontinuous. J6 Steel joists designated as "SP" shall be designed by the manufacturer to Cl Concrete work shall be executed in strict accordance with the latest support the mechanical unit loads indicated on the roof framing plan in American Concrete Institute Building Code (AC1318-99). addition to the dead and live loads indicated in the design loads. C2 Minimum concrete compressive strength (f'c) at the end of 28 days shall be J7 The live load deflection limit shall be L/360 for joists and L/240 for girders 3,000 psi, except for sidewalks which shall be 3 500 p p , psi. Portland Cement with the exception of girders at side walls, which shall have a live load limit of shall conform to ASTM C-150. Aggregate shall conform to ASTM C-33 (H.R.). For all other concrete properties, refer to the job specifications. J8 L/360. Limit joist girder seat width to a maximum of 11 inches. C3 See architectural and mechanical plans for verification of all depressions, J9 Joist girder manufacturer shall consider the effects of the twisting forces on a girder induced when unequal length joists bear on opposite sides of the same C4 openings, cast -in -place accessories, etc. 1-1/4" deep girder. Any additional bottom chord bracing required to resist the torsional sawed or formed control joints shall be provided where shown effects must be designed and specified by the girder manufacturer, on the Drawings or so that the total area enclosed by such joints does not J10 Joist girders with shear collectors shall have a minimum top chord width of 7 exceed 250 square feet (reference job specifications). inches, C5 All floor slabs shall be constructed to have a minimum flatness and a J11 Where joists are parallel to and near walls, 50 feet or less in length, provide a minimum levelness as given in the job specifications. maximum V2" camber, and for joists greater than 50 feet in length, provide CISTruck dock slab shall be 7" concrete reinforced with #4 at 18" on center a maximum /4 camber. each way. Provide control joints at 15'-0" on center maximum. (Refer to Metal Decks job specifications for concrete strength, slump, and air content. Reference foundation subsurface project notes on this page for truck dock slab base. D1 Metal roof deck shall be painted, Type "B" (wide rib) as shown on the roof framing plan, The roof deck is required to act as a diaphragm. Refer to the c��ac�ret Ara r� eyed See connect®rss roof diaphragm connection detail on sheet S8 for attachment pattern options. Al Shear connections shall be Nelson fluxed shear connector studs or D2 D3 All metal deck panels shall span across a minimum of three joists. Provide two layers of roof deck where single span conditions exist. Make approved equal. Studs shall be automatically end welded in the shop or in diaphragm connections after placement of both layers of roof deck. the field. All stud welds shall be made in accordance with D4 Long span deck connection to structural steel shall be *12-24x102" HWH Traxx/5 recommendations of the Nelson Stud Welding Division, Lorain, Ohio. Shear self -drilling screws with neoprene washers spaced at 12" O.C., or at contractor's %, connectors shall be manufactured of C-1015, C-1017, or C-1020 cold option, puddle welds at 12" O.C. may be used instead of screws. Long span drawn steel conforming to ASTM specification A-108-58T, deck sidelap connections shall be o/8" fillet welds, 1%2" long spaced at 18" O.C., A2 Concrete anchors shall be Hilti HIT HY150 Epoxy Anchors or I ISL Heavy P y y or for 18 gage or thinner deck, a button punch at 12" on center may be used instead of welding. Duty Anchors, or approved equal. All anchors in hollow blocks shall be Hilti HIT HY20 Epoxy Anchors with screen sleeves. g Ml All concrete block shall be ASTM C-90, Grade N-1, with a minimum compressive strength of 1,900 psi, average net area. R1 All reinforcement shall conform to ASTM A-615 Grade 60. M2 All mortar for unit masonry shall be ASTM C-270, Type S, with a minimum R2 Reinforcing steel shall be designed, detailed, fabricated and placed in 28-day compressive strength of 1,800 psi. All grout should correspond to the requirements of ASTM C-476, with a minimum 28-day compressive accordance with the latest ACI Detailing Manual (SP-66) and CRSI Manual of Standard Practice. strength of 2,000 psi. Portland cement (ASTM C-150) shall be used in all R3 Corner reinforcing bars shall be used at all corners and intersections. See M3 mortars and grout instead of masonry cement, All concrete masonry tested in typical detail, accordance with ASTM E-447 shall have a R4 Splices in reinforcement shall occur at points of minimum stress and lap 30 M4 minimum 28-day compressive strength (f'm) of 1,500 psi. All head and bed joints shall be completely filled with mortar. All R5 bar diameters minimum unless noted otherwise, Except as provided in the ACI Code (318-95), all welding of reinforcement reinforcement shall be completely surrounded by mortar or grout, and shall shall conform to "Recommended Practices for Welding Reinforcing Steel, M5 have a minimum mortar covering of %" from the exterior face. All vertical cells, bond beams, and lintels containing reinforcing bars shall Metal Inserts, and Connections in Reinforced Concrete Construction" (AWS D12.1). be completely filled with grout. Masonry walls shall have cured to a R6 Provide one *4x4'-0" diagonal bar at all re-entrant corners. See foundation sufficient strength, or shall be adequately braced and shored, to resist the lateral pressure of the grout during placement. Shore all horizontal masonry plans. beams and lintels for 28 days after grouting or until the masonry reaches a compressive strength of 1,800 psi prior to removing the shores and braces. M6 A continuous bond beam shall be placed as the top course of all concrete masonry walls. Bond beams shall be reinforced with 2-05. Vertical wall reinforcement sholl penetrate 6" minimum into the bond beams. accommodate overhead doors in accordance with specification section 08360. Contractor to coordinate locations of grouted cells or plates with overhead door manufacturer. M13 Concrete masonry shall be laid in running (common) bond. M14 Refer to CMU reinforcing diagram, CMU wall vertical reinforcing schedule, and details on sheet S8 for CMU wall reinforcing requirements at openings, control joints, lintels, and ends of walls. Refer to wall sections and details for miscellaneous bond beam locations, Unless specifically indicated otherwise in the drawings and/or specifications, the limits of this subsurface preparation are considered to be that portion of the site directly beneath and 10 feet beyond the building and appurtenances. Appurtenances are those items attached to the building proper and typically include, but not limited to the building sidewalks, garden center, porches, ramps, stoops, truck well/docks, compactor pad, etc, The subbase and the vapor barrier, when required, does not extend beyond the limits of the actual building and appurtenances. Establish the final subgrade elevation at 16 inches below the finished concrete elevation when using a 4-inch slab, or 17.5 inches below the finished concrete elevation when using a 5.5-inch slab to allow for the slab thickness and 12 inches of granular material over a 10 mil vapor barrier. The granular material shall meet the requirements of ASTM D-2321. The contractor shall be responsible for obtaining accurate measurements of all cut and fill depths required. Strip and remove existing vegetation, debris, uncontrolled fill, all loose, soft, firm or disturbed natural soils, and other deleterious materials, Any remaining pockets of organic material shall be undercut and replaced with structural fill. Following stripping, exposed soil areas shall be roofrolled with a loaded tandem axle dump truck or similar equipment. Proofrolling shall continue for a minimum of 8 passes, and until soils at a depth of 12 inches have achieved a minimum of 95 percent of the maximum dry density as determined by a Modified Proctor Test (ASTM D-1557). Any unstable areas identified in the proofrolling process shall be undercut and replaced with structural fill in maximum one foot loose lifts, The preferred soils used for fill material shall not contain more than 10 percent by weight material that is finer than a No. 200 sieve. However, material containing up to 35 percent by weight passing a No. 200 sieve may, be used provided that its plasticity index does not exceed 30, and the subgrade is at least 2 feet above groundwater level. Compacted fill shall be placed in loose lifts not exceeding 6 inches in thickness. All materials shall be compacted to the following-* MATERIAL PERCENT DENSITY (ASTM D1557) MOISTURE CONTENT Fine-grained 95 minimum (below one foot) -2 to +2 percent of optimum 98 minimum (upper one foot) Granular 95 minimum -2 to +2 percent of optimum Note: Fine-grained soils are soils with less than 10Y by weight passing the No. 200 sieve The foundation system shall be continuous strip footings at the walls and isolated spread footings at column locations. This foundation subsurface preparation does not constitute a complete site work specification. Information covered in this preparation governs over the contract specifications. Refer to the site work specifications and the geotechnical report by QORE, Inc. dated December 16, 1999, Report No. 26-0535-1, for specific information not covered in this preparation. The geotechnical report is for information only and is not considered as a design specification. 20 BAR 0 20 BAR 0 30 BAR 0 1`6" MIN. 1'-6' MIN. JOIST SPACING jL f VARIES REF. ARCH. & VARIES MECH. PLANS , JST® L5x3x1/ N.T.S. � =20 PSF I I I I t I------i_----------------- -I------- L-----------------I--- t 1 I N.T.S. V l t—a _WAl NOTE: COORDINATE w/ ARCH. & MECH. FOR EXACT SIZE & LOC. OF ROOF OPGS. (TYP.) . I _----- - I --- ----I------ ------- ---------1--------- I ' r , xas, Copyright 0 r' Qo r- Ln n Ln Ln 0 x 0-) N 0 Q U) M WATER SUPPLY INFORMATION STATIC: 52.0 PSI RESIDUAL: 37.5 PSI AT 1150 GPM INFORMATION DERIVED FROM WATER REPORT SUPPLIED BY ALTERNATIVES IN ENGINEERING DURING A FLOW TEST VISIT ON 7/6/00. THIS WATER SUPPLY IS AVAILABLE FROM THE PUBLIC SYSTEM AT THE BASE OF RISER AND INCLUDES A (5.5 PSI) STATIC AND A (3.0 PSI) RESIDUAL LOSS FOR BACKFLOW PREVENTION DEVICE. THIS IS BASED ON AN 8", AMES MODEL 3000SS. SAFETY FACTOR IS NOT INCLUDED. O KEYNOTES FIRE PROTECTION NOTES 3. LIGHTING, DUCTWORK AND POWER DROP LOCATIONS TAKE PRECEDENCE OVER FIRE PROTECTION LINES AND SPRINKLER HEAD 15.001 ROUTE WATER LINE THROUGH JOIST SPACE. 15.006 PROVIDE 8" FIRE SPRINKLER SERVICE; STUB UP 12" 1. PROTECT THE BUILDING BY A WET PIPE LOCATIONS. CONTRACTOR SHALL ROUTE LINES COORDINATE LOCATION WITH HVAC AND OTHER TRADES AFF. VERIFY EXACT LOCATION AT EXACT JOB SITE. SPRINKLER SYSTEM IN ACCORDANCE WITH TO ACCOMMODATE THESE SYSTEMS. PRIOR TO INSTALLATION. RE: CIVIL ENGINEER DRAWINGS SPECIFICATIONS, THE NATIONAL FIRE CODES, 15.007 PHARMACY: EXTEND FIRE SPRINKLER HEADS DOWN TO THE LOCAL FIRE MARSHAL AND A.I.E. 4. WHEN FIRE SPRINKLER DRAWINGS AND 15.002 MOUNT SHUTOFF VALVE ABOVE ACCESSIBLE CEILING AT PHARMACY ACOUSTICAL CEILING HEIGHT. REFER TO CALCULATIONS ARE REQUIRED TO BE SEALED BY 12'-0" AFF. SUSPEND SIGN FROM CW LINE NEXT TO "TENANTINSTALLATION ARCHITECTURAL DRAWINGS. 2. THE FIRE PROTECTION SYSTEM MATERIALS AND A MECHANICAL ENGINEER, IT SHALL BE THE VALVE ABOVE CEILING TO READ AS FOLLOWS: SHALL COMPLY WITH NFPA 13, FIRE SPRINKLER CONTRACTOR'S WATER SUPPLY SHUTOFF VALVE". 15.008 VALVE AND CAP (2) 1/2" CW @ 56" AFF FOR STATE AND LOCAL CODES, AND FACTORY MUTUAL RESPONSIBILITY. CONNECTION TO FUTURE ICE MAKER. ENGINEERING REQUIREMENTS. BASE SYSTEM 15.003 3/4" CW DOWN TO AQUARIUM HOSE BIBB (HB5) AT 12" 15.009 FILLMASTER WATER STORAGE TANK AND PHARMTAP DESIGN UPON WATER FLOW TEST DATA SHOWN ON 5. FOR SPRINKLER DRAWINGS SUBMITTAL PROCESS, AFF. PROVIDE SHUTOFF VALVE WITH PRESSURE TYPE FILTRATION SYSTEM: FURNISHED BY WAL-MART, CIVIL DRAWINGS, IF NOT SHOWN, CONTRACTOR REFER TO SPECIFICATIONS. VACUUM BREAKER 60" AFF. INSTALLED BY CONTRACTOR. WHEN RELOCATING UNIT, SHALL OBTAIN HIS OWN FLOW READINGS FOR CONTRACTOR SHALL HAVE IT PROPERLY CLEANED PURPOSE OF DESIGN. PROVIDE RISER SHUT 15.004 REFER TO CIVIL DRAWINGS FOR SIZE OF SANITARY PRIOR TO INSTALLATION. INSTALL UNDER COUNTER OFF VALVES (0 S & Y), BACKFLOW PREVENTERS SEWER DOWNSTREAM OF CLEANOUT. PER MANUFACTURER'S SPECIFICATIONS. AND FIRE DEPARTMENT SIAMESE CONNECTIONS AS REQUIRED AND IN LOCATION AS DIRECTED 15.005 PROPERLY CAP, PLUG AND CONCEAL ANY PIPING LEFT 15.010 FILLMASTER DISPENSING UNIT: FURNISHED BY WAL- BY LOCAL FIRE CODES. PROVIDE AN EXTERIOR IN PLACE. CAP ABANDONED SEWER PIPING A MINIMUM MART, INSTALLED BY CONTRACTOR. MOUNT TOP OF MOUNTED ALARM AND A VANE TYPE FLOW OF 8" BELOW FINISH FLOOR. PATCH AND REPAIR UNIT AT 66" AFF. CENTERLINE OF UNIT SHALL BE 6" DETECTOR IN MAIN SPRINKLER RISER. THE SLAB. RE: ARCHITECTURAL PLANS. REMOVE UNUSED FROM CORNER OF WALL. VANE DETECTOR SHALL BE FOR THE EXCLUSIVE WATER AND VENT PIPING ABOVE CEILING. USE OF WAL-MART INC. IN SALES AREA WITH CEILING, ALIGN NEW SPRINKLER HEADS WITH EXISTING TO PROVIDE A UNIFORM PATTERN. 17 16 15 14 13 12 11 0• 10 9 8 7 6 5 4 3 2 1 0 -1 -2 l NEW 3" DOMESTIC WATERI RE: CIVIL DWGS. 158'-0" 72 -4 15.006 103'-0" 84'-0" NEW 8" FIRE RISER 15.004 RE: CIVIL DWGS. SIM PTWO WAY CLEAN 4 OUT. INVERT RNEW SAN E: CIVILDWGSSHUT-OFF VALVE ELEV = 41.01 NEW SAN SEWER IN VERTICAL , SPRINKLER Y RE: CIVIL DWGS INVERT 6'' TWO WAY K - 4 VTR } ------15.004-------------------ELEV- -- - -- CLEAN OUT - - - - - - - - - - - - - - - - - - - -- - 1 '' FIXTURE -!-,V-,�- E.D.C. 'PRIMER SECURITY UPC/MERCH. CLAIMS I I o STOCKROOM ® - NEW 2 1/2' I ` �L�AL,-- - - - - - - - --- - - - - - -H 0 STOCKROOM _ _ - - - �-® ` COMMNICATION -_ �________ _____________ _____________., 1 6' COND. H.7 - ROOM FAMILY RECORDS PHOTO I 1 PIPING RECEIVING 4UN RAGE ❑❑❑❑❑❑ I 1 TOILET JANITOR I TIF� I ` I e 0 j I DAIRY COOLER ` 3 4" -- ---------�-1 11 F I XTURES - - - - - - - - - - - 1,. - ------ H O YAWAY WOMEN I I L� 1� BREAKROOM ❑ I 1 ROOM 9 I I °N 4 TRAININGI CUSTOMER ❑ I 0 P4 BREAKROOM I I O u I SERV ICE MEN (SMOKING) I I\ Q 0 FPWH / I-- - I= i L---------+---------------------------------------- r 1 ,I FCO I i� 2 1 II ° ° a O i� P4 I ❑ 1\, I 1 RE: 1-GP2 I 11 I i ii I P4 I I 4„I 1 1 ' ° ��� �� i I , rr - - - - Tr - J -;1 I rr i� I 1 PHOTO LAB REMOVE FIRE RISER. II IL _ _ �� 71 1 I I 11 I P �' ii I 1 CONNECT EXIST. II 1 11 /� MAINS_ TO NEW RISER. -- L \1 15.005 _____---- II II 1=a==j1 4,. I II l v� I i u I7 1 FCO IJ G�OCE Y - ,1 1� , 1 F EEZ R 1 II ° II i I II ° ° REMOVE PLUMBING / TO EWC AT LAYAWAY = r = n id lir' I I I 1 BEING DEMOLISHED I I L-\ 'Il 111 1 11 I 1 15.005 I� - r IIII 1 II REMOVE PLUMBING I I I 1 I II TO JANITOR'S CLOSET I ICE CREAM 1 BEING DEMOLISHED I ° LI \ I FREEZER o 1 I,q L All I Ll II I I IL I 1 ------------------------------- - - - - -- ___ o II I \ o a 1 r,- i rr = I,, - r �r NEW GROCERY I 1 REMOVE PLUMBING SHOWN DASHED. TYP it 1 I II'1 I FCO SALES AREA I MEAT DEL „' I I I I IF a 1 C OLER ' 15.005 REMOVE PLUMBING �' I I1 i - �I 1 ° ° ° REMOVE PLUMBING ° I ° TO TOILETS II - - - - -I� IF _ TO PHOTO LAB BEING DEMOLISHED. I 'r I u I IL �I BEING DEMOLISHED 15.005 1 1 I I II 1 I I L_ 15.005 I; ;I I II 1 IL - - EXIST 1 1/2" REMOVE PLUMBING �I U I1 I ' II NEW R I SALES AREA MISTING r TO BREAKROOM / T i TO REMAIN TOILETS AND SINK I1 MODIFY EXISTING PROVIDE FIRE 1 I I I BEING DEMOLISHED I' FIRBISPRINKLERI SPRINKLER Y•_ ' I I I I 15.005 II PIPIVG AS REO?,D PIPING FOR MEAT c_ E. - i - - EXIST ° I ° ° °� _ _ _ _ =FOR MOD€L D, NEW AREA. PR P ' 1 I I I FCO r / AREAIS. , L- E - i I I TYP I I I NEW i 1 FCO I I 1 F.F.E. = 49.51 11 SALES AREA13 I1 11 I 1 1 MEAT 1 I I I II II 1 HOLDING r 1 I I 1 1 t 1 II 1 COOLER 1 - - a GP11 GP2 i GP4 GP5 I I I �_ 1 SEAFOOD I ! ---- - - - - -� ri I� 1 COOLER 1 1 1 1 ABANDON I I I I i SEAFOOD (- , P4 1 IN PLACE 11 I FREEZER , I � o II II 1 I I it II 1 i I I 11 I I I OOD RE: 1/M3 o o t = - - - --=r-_-1--- o NEW GAS • 1 J I l l l i FCO l` EDC METER 1 REMOVE PLUMBING TO 11 11 I �� NEW GAS LINE 1 I SEASONA� SHOP II ADJACENT BUILDINGS 1 1 I �� ❑ ❑ RE: CIVIL DWGS 1 - - - - - - - - BEING DEMOLISHED. I I 1 I I >> I I I II 1 II I I I I 15.005 II II I II � 1 1 I II I II I � 1 I 1 I I I I I I I 1 III 11 1 II 1 - - I I I 1 SUMP 2" PUMPED DRAIN i I 1 DRY °p _ 1 I SHUT-OFF VALVE P3 PUMP (P4) EXIST C.W. ROUTE WITHIN EXIST C.W. REMOVE PLUMBING TO II ° II 1 °�� I r C 1 I IN VERTICAL I ' DROP 3/4" WATER LINE LINE FIELD VERIFY LINE FIELD VERIFY III I �i PRODUCE , JOIST SPACE SNACKBAR do TOILETS ROUTE BELOW FROST LINE i 1 1 1/2" DOWN TO 2 DOWN WALL TO SERVE LINE IS 3/4" MIN. LINE IS 1" MIN. BEING DEMOLISHED. III II 1 �� PREP 1 FROM IRRIGATION METER I I BELOW CANOPY PET WALL REMOVE EXISTING REPLACE IF REO'D TO REPLACE IF REO'D TO , BY CIVIL CONTRACTOR I - - - - - - - / OBTAIN 1" WATER SIZE. I CONNECT NEW 15.005 III II I i� �\ i/ PIPING NOT BEING REUSED. OBTAIN 3 4' WATER SIZE. II it � _ _ _____ _ � � RE: CIVIL DWGS. I 2" _ NEW 2" NEW 1 1/2' CONNECT TO TO EXIST. III II 1 FCO i M IFD1' 16'-0" 15.00 15.00 EXIST. TYP - - - - _ _ _ _ _ = II I � - - - - - - - - - - - = J o t rF - - - - SERV E I �-- - - - - - - - - - - - - - - -;CONNECT - - - - - - - - - - - ------------------------- � ,' 111 �L_ I --------r----- �' D I P ODU _ REMOVE PLUMBING 6 I� I 1 - - - r - E EXI T. I PET WALL TO PHARMACY _ _ _- - - - - - - _ - - - r° - - - - - - - ° ° i ° U I I I ` - ® ❑ _ p CAKE DECORATING C OLE FPW BEING DEMOLISHED \ , II 1 ❑ ❑ ® 1 I 1 1/2" 1 1 () (S d 1 1/4" DOWN W/ I 15.005 I I ' CONTRACTOR TO MOUNT ALL ` ' --� RE: ARCH. DWGS. NEW � \ REMOVE GREASE INTERCEPTOR DELI c� VACUUM BREAKER - + - I P I 1 1/2" TENANT ISOLATION VALVES \ III AND ASSOCIATED PIPING I COOLER DELI BAKERY 1 SIMILAR TO 10/P4, I I '- - - - - I i - - - - - NEW -1 114" - mil I 1 0 I I ABOVE ACCESSIBLE CEILINGS �' ` III FROM SNACKBAR -I WORK BAKERY EXPOSED ON I I z+- I 1 I TYPICAL III BEING DEMOLISHED. r H ELI LI EEZER ROOM AK FREEZER INSIDE OF WALL I -, ��- _ y II II I I ,L L\,,r\/, �� \ 111 1 - \'/ I o `� I I r ° I 1 - I .,®, r II r===� �, FD1 W/ I II 1 r------------ - - - - - EXI� -J -- - - - - - - - - - II \ \ CAP OFF FOR 15.002 PRIMER I I 1 FPWHT1 4" D WN TO 4 I 1 I U 3 4" II o O I , , , , / , 0 ® ® II , FUTURE USE / I\ ELOW SH DE CLOT . 1 II L---------------- - - - - ----------- - - - -'- - - 1-1 2- - - - - - - - -� I 11 I _� I FD5 I I I I = _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ - _ _ _ _ _ - - - 1 I ® ® II ❑ ( _ 0 0 O O 0 0[::] HAIR CARE I FCO 1 1/4" FCO i o B1 0 0 0 0 o I y 3„ VTR Aft I 0 0❑ 080 ❑O moo I 1 2 HOSE REEL I I i I ®® v �/ ® 44 1 BANK FCO I 00 I GM3 GM3 1 114" - ROUTE BELOW I , 10 FD5 JANITOR ❑ COURTESY DESK Z Z 1 1/4" 1 0000 1 --�- --------- - - - - -e FROST LINE TO FPYH -�- - ARDENENTER I II p�SION MIT& MINIMUM L BY CIVIL CONTRACTOR P4 �' i ��// C7 INVERT=30" BFF I I1 I ELECTRICAL I1 FD5 FCO 3" VTR RE: CIVIL DWGS. 1 TYP OF 4 I CART STORA E MEN TENANT ROOM R I 4' I I I I I VE -- _ GM I - - CASH COU�ITI G SPACE I I II° VESTIBULE o WOMEN I STOR.URN STOR ° ° II CART STORAGE �'E-L-EC-TRICAL 0 s" I I II ❑ PORTRAIT GROCERY II - _ - -� -� - -- --=°-- o--- '- A I 1 -�--�--�--�-� _`_� I 1 OTHER INCOME ❑ I ROOM #3 LOSS VESTIBULE OTHER INCOME i 4" 4" 4" 4" '--I I ❑ I PREVENTION ❑ ------- �,� TWO-WAY s 4" UP. PROVIDE i _ � PLUMBING PLAN A j CLEANOUT CLEANOUT 12"AFG.---------------_____ \• J 33'-9" RE: CIVIL DWGS CONNECT STORM TO DOWNSPOUTS 1„ 20'-0„ THIS LINE, SITE BLDG. CONTRACTOR INSIDE FROM EDGE OF BUILDING 8" STORM DRAIN WITH FLEXIBLE RUBBER BOOT. 1 CONTRACTOR BEYOND. INVERT ELEV. RE: ARCHITECTURE FOR P2 TYPICAL 46.51 DOWNSPOUT LOCATIONS. GENERAL NOTES 1. COORDINATE WATER METER LOCATION AND INSTALLATION WITH AUTHORITY HAVING JURISDICTION AND CIVIL DRAWINGS. PROVIDE BACKFLOW PREVENTER PER "SPECIALTY PLUMBING FIXTURE SCHEDULE" AND AS REQUIRED BY AUTHORITY HAVING JURISDICTION. 2. SANITARY SEWER PIPING SHOWN IS BASED ON 1/4" PER FOOT FALL FOR ALL PIPING SMALLER THAN 4" AND 1/8" PER FOOT FALL FOR ALL PIPING 4" AND LARGER. COORDINATE BUILDING SEWER LOCATION AND INVERT ELEVATION WITH CIVIL DRAWINGS. 3. IF REQUIRED BY AUTHORITY HAVING JURISDICTION PROVIDE ADDITIONAL TRAP SEAL PRIMERS AT NO EXTRA COST. 4. PROVIDE ACCESS DOORS TO VALVES THAT ARE NOT READILY ACCESSIBLE. 5. INSTALL VTR'S A MINIMUM OF 60" FROM PARAPET WALL AND A MINIMUM OF 10'-0" FROM ROOF TOP EQUIPMENT WITH OUTSIDE AIR INTAKE. 6. REFER TO RISER DIAGRAMS AND PLUMBING FIXTURE SCHEDULE FOR ALL PIPING AND PIPING SIZES NOT SHOWN ON PLAN. 7. FOR PIPING ROUTED IN EXTERIOR WALLS, ROUTE PIPING ON THE INTERIOR SIDE OF INSULATED WALL TO PROVIDE FREEZE PROTECTION. 8. FIELD ADJUST WATER CLOSET FLUSHING MECHANISM FOR PROPER FLUSHING OPERATION. CONTACT FLUSH VALVE MANUFACTURER FOR INSTALLATION INSTRUCTIONS. 9. PROVIDE SEISMIC BRACING BASED ON APPROPRIATE SEISMIC ZONE REQUIREMENTS, LOCAL AND NATIONAL CODES. CONTRACTOR'S RESPONSIBILITY INCLUDES STRUCTURAL ENGINEER'S CERTIFICATION ON DETAILS SUBMITTED FOR PERMITTING. 10. LOCATION OF FLOOR CLEANOUTS HAVE BEEN COORDINATED WITH MERCHANDISE PLAN. LOCATE PER DIMENSIONS SHOWN ON PLANS. ADJUST CLEANOUT COVERS FLUSH WITH FINISH FLOOR. 11. VERIFY EXISTING SEWER AND VENT PIPE SIZE AND ELEVATION AND THAT PROPER SLOPE IS AVAILABLE BEFORE CUTTING FLOOR SLAB FOR NEW SEWER PIPING. 12. EXISTING WATER PIPING SIZES AND LOCATIONS HAVE NOT BEEN FIELD VERIFIED. THEY ARE TAKEN FROM ORIGINAL BUILDING PRINTS. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY LOCATION AND SIZES OF ALL EXISTING PIPING THAT IS BEING CONNECTED TO OR MODIFIED. 13. FLOOR CUTS SHALL BE STRAIGHT AND CLEAN. REPLACE REMOVED SLAB WITH CONCRETE FLUSH AND SMOOTH WITH ADJACENT. COORDINATE WITH GENERAL CONTRACTOR. REFER TO SITE SPECIFICATIONS FOR EXCAVATION, BACKFILL AND COMPACTION FOR UTILITIES. 14. PLUMBING CONTRACTOR SHALL PROVIDE ONE YEAR WARRANTY FOR PROPER SEWER SYSTEM OPERATION. 15. STORE MUST BE KEPT IN OPERATION. ARRANGE ALL REQUIRED WORK TO KEEP DISRUPTIONS TO STORE OPERATIONS TO A MINIMUM. COORDINATE ANY DISRUPTIONS WITH WAL-MART CONSTRUCTION MANAGER. 16. INSTALL FIRE SEAL WHERE PIPING PENETRATES A FIRE WALL. REVISIONS: DATE I DESCRIPTION BENCHMARK GROUP (501)636-5004 121 W. WALNUT ROGERS, ARKANSAS, 72756 JOB NO.:99-5476 DESIGNED BY: EJM 03 OCTOBER 2000 SEP 29 �0 � To the best of my know) ge these plans and specifications comply with the applicable minimum building codes. • PLAN M 3iq„ T ,y WC2 `\�� L2 1/2" ,J IWH PHARMACY WATER RISER NTS RE:1/P1 2 " "PUMPED DRAIN FROM PET WALL 3" VTR JIB I 12" 2" PUMPED r 2"1 i DRAIN I _COFI I I I I I L2 I I 1 �/ WC2 I S2 I I FD1 W/ PRIMER q„ FCO r A (: D PHARMACY DWV RISER NTS N n O x m N O d � h A / 3/4" WH v i � N; RESIDENTIAL WASHER N LAUNDRY ' i r SINK x 1 J> � ' SHAMPOO SHAMPOO I BOWL BOWL HAIR CARE WATER RISER NTS 3" VTR �1 N 2"1 1.1 I 'L f FD8 W/PRIMER I I � SHAMPOO I 2 BOWL I ` SHAMPOO BOWL 3'• FCO� V FD5 HAIR CARE/CART STORAGE DWV RISER N T S T 1' WH4-M � IIfIEFT � OUNT UNDER , P4 COUNTER. ROUTE T&P o I DISCHARGE LINE TO FD1 FCO 4" VTR ' FCO PHARMACY l 1 31 4" WC2 L2 S2 ' 15.010 2" FD1 W/ T' P1 O PRIMER ,1.. Ll VTR _ r7r7r7r] O V WH3-MOUNTED ON 4" CMU FD3 W ON FLOOR. ROUTE T&P PRIME1 RESIDENTIAL WASHER RA N P4 DISCHARGE LINE TO FD8 BOX WITH 2" TRAPPED RAC II LINE. 1/2" HW & CW WITH II SHUT-OFF VALVES @ 48" AFF II TR II II LAUNDRY SINK &FAUCET. II 1/2" HW & CW LINE. II FIAT MODEL ##SF-1-F LAUNDRY I AIR CARE II TUB, A-15 OVERFLOW, N0. � II A-3 FAUCET BLOCK AND N0. II A-1 FAUCET, SUPPLY STOPS. II 0 F 4 W FCO NOTE: SHAMPOO BOWLS PROVIDED BY TENANT, INSTALLED BY CONTRACTOR. FINAL CONNECTIONS BY CONTRACTOR. 12 P2 CART STORAGE I OTHER INCOME I FD5 I I II II II II 'PED RESIDENTIAL iER DRAIN BOX JANIT( WH1-MOUNT ON H P4 KEEPING PAD. R DISCHARGE LINE GM VESTIBULE II II --------------- I' r � wH SS 1 Ew1 _ , ! 9 JANITOR DWV RISER NTS 3" VTR J 12„ W SS JANITOR DWV RISER NTS 12 11 � 1096 a ESTIBULE AREA PLUMBING PLAN IX SINK v< ,y i I i SINK I I� SINK x SINK ;VISION CENTER WATER RISER NTS 3" VTR )I iL, lb 12 ,. FC6- ;INK N 1 �Y I i VISION CENTER DWV RISER NTS WHA PROVIDE ACCESS . i ;> EWC EWC I ' i I LS A XX 4 WC1 i" HB1 I� 1., WC1 � � � x UR1 WC1 �l� UR2 HB 1 IWC2 WC1 WC2 FPWH FRONT TLTS WATER RISER NTS I N I 3" VTR EWCI JiL I EWC q, 2° 1 A FCO 13 Z �1 'L 12�'r 1 L4^I 1� I I L 4 'L I I 2„ r I WC1 UR1 q I WC1 I UR2 FD1 I WC1 I 1 WC2 WC1 1 YCO� WC2 FD1 FRONT TLTS DWV RISER NTS 4" 3" 0 0 — HW, CW LINES I� I� WASTE 20" 18" FINISHED FLOOR NOTES: 1. SHAMPOO BOWLS TO HAVE 1 1/2" STUB -OUT. 2" WASTE. 2. TENANT PROVIDED SHAMPOO BOWL WITH INTEGRAL VACUUM BREAKER. 3. RE: ARCHITECTURAL FOR LOCATIONS. VERIFY FOR ROUGH -IN. 012 SHAMPOO BOWL CONNECTIONS NTS O4.03.00 MP02 Q0 I- L0 n 0 0 x G) N 0 m m PLUMBING FIXTURE SCHEDULE (THE FOLLOWING APPLY ONLY WHEN USED ON THE DRAWINGS) MARK FIXTURE MFGR CATALOG NUMBER TRIM RUNOUT SIZES (MINIMUM) NOTES CW HW WASTE* VENT WC1 WATER CLOSET AMERICAN STANDARD CADET 2292.100 1.6 GPF PRESSURE ASSISTED TANK / TYPE WITH LOCKING TANK COVER. 1/2" - 4" 2" G APPRVD EQUAL: CRANE 3-835, GERBER 21-312 SEAT: OLSONITE 10-CCAM, BEMIS 1655C, BENEKE 527 CENTOCO 1500-CC, SPERZEL 150-ECH WC2 WATER CLOSET HANDICAPPED AMERICAN STANDARD CADET 2168.100 1.6 GPF PRESSURE ASSISTED TANK TYPE WITH LOCKING TANK COVER. 1/2"�, - 4" 2° F,G APPRVD EQUAL: CRANE 3-838, GERBER 21-318 SEAT: OLSONITE 10-CCAM, BEMIS 1655C, BENEKE 527 CENTOCO 1500-CC, SPERZEL 150-ECH UR1 URINAL AMERICAN STANDARD ALLBROOK 6541.132 1.0 GPF SENSOR OPERATED FLUSHOMETER, LOW CONSUMPTION UNIT WITH SOLENOID, SENSOR, AND PLUG-IN STYLE POWER CONVERTER. 1" - 2" 1 1/2" - APPRVD EQUAL: CRANE 7-209, GERBER 27-770 FLUSH VALVE: SLOAN REGAL 186-ESS, ZURN AQUAFLUSH ZESS-6003-ES-S CARRIER: JAY R. SMITH 637, JOSAM 17810, WADE W-400-AMII, ZURN 1222 UR2 URINAL HANDICAPPED AMERICAN STANDARD ALLBROOK 6541.132 1.0 GPF SENSOR OPERATED FLUSHOMETER, LOW CONSUMPTION UNIT WITH SOLENOID, SENSOR, AND PLUG-IN STYLE POWER CONVERTER. 1" - 2" 1 1/2" - APPRVD EQUAL: CRANE 7-209, GERBER 27-770 FLUSH VALVE: SLOAN REGAL 186-ESS, ZURN AQUAFLUSH ZESS-6003-ES-S CARRIER: JAY R. SMITH 637, JOSAM 17810, WADE W-400-AMII, ZURN 1222 L1 LAVATORY AMERICAN STANDARD DECLYN 0321.075 0.5 GPM FLOW AERATOR & STRAINER 1/2" 1/2" 1 1/2" 1 1/2" - APPRVD EQUAL: CRANE 1-318-V, GERBER 12-314 FAUCET: AMERICAN STANDARD 5402.102H, CHICAGO 802A-315 DELTA 21T101 CARRIER: JAY R. SMITH 700, JOSAM 17100, WADE W-520, ZURN 1231 L2 LAVATORY HANDICAPPED AMERICAN STANDARD DECLYN 0321.075 0.5 GPM FAUCET 1/2" 1/2" 1 1/2" 1 1/2" A APPRVD EQUAL: CRANE 1-318-V, GERBER 12-314 FAUCET: AMERICAN STANDARD 7402.102H, CHICAGO 895-317 DELTA 27T804 CARRIER: JAY R. SMITH 700, JOSAM 17100, WADE W-520, ZURN 1231 L3 LAVATORY BRADLEY LAV. SYST. MG-2/IR 0.5 GPM FLOW AERATOR, FAUCET, DRAIN & CARRIER RE: SPEC SECTION 15410 1/2" 1/2" 1 1/2" 1 1/2" - L4 LAVATORY BRADLEY LAV. SYST. MG-3/IR 0.5 GPM FLOW AERATOR, FAUCET, DRAIN & CARRIER RE: SPEC SECTION 15410 1/2" 1/2" 1 1/2" 1 1/2" - EWC ELECTRIC WATER COOLER OASIS P8AM GREY VINYL, FINAL COLOR SELECTION BY OWNER 1/2" - 1 1/2" 1 1/2" - APPRVD EQUAL: HAWS HWBFA8, ELKAY EBFSA-8, HALSEY-TAYLOR HAC8FS-Q SS1 SERVICE SINK (TERRAllO) STERN- WILLIAMS MTB-2424 3/4" 3/4" 3" 2" C,E APPRVD EQUAL: FIAT MSB-2424, FLORESTONE MSR-2424 FAUCET: FIAT 830AA, STERN WILLIAMS T-10-VB, FLORESTONE MR-371 HOSE/BRACKET: FIAT 832AA, STERN WILLIAMS T-35, FLORESTONE MR-370 MOP HANGER: FIAT F889CC, STERN WILLIAMS T-40, FLORESTONE MR-372 SS2 SERVICE SINK (SAM'S TMA) UNIVERSAL STAINLESS FMHS-16 SINK AND FAUCET FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR. COORDINATE PRIOR TO INSTALLATION 1/2" 1/2" 1 1/2" 1 1/4" I S1 SINK(LOUNGE) 2-COMPARTMENT ELKAY CR-3322 4 HOLES, 4" APART 1/2" 1/2" 2" 1 1/2" - APPRVD EQUAL: JUST CDL-2233-B-GR, KOHLER 3283-4 STAINLESS STEEL FAUCET: DELTA #100, KOHLER K15171, JUST J900, ELKAY LK-4101 DRAIN: ELKAY LK-35, KOHLER K8801, JUST J-35 S2 SINK (PHARMACY) ELKAY D-11719 13 HOLES, 4" APART, 2.2 GPM FLOW WITH AERATOR 1 1/2" 1 1/2" 2" 1 1/2" - 1-COMPARTMENT APPRVD EQUAL: JUST CSL-2117-8-GR, KOHLER 3260 STAINLESS STEEL FAUCET: AMERICAN STANDARD 6275.000, KOHLER K13328-5, CRANE CH-8034 ELKAY LK-2442 DRAIN: AMERICAN STANDARD 4311.023, KOHLER 7715, JUST J-35SS S3 PHOTO LAB SINK BY WAL*MART SINK AND FAUCET FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR COORDINATE PRIOR TO INSTALLATION 1/2" 1/2" 2" 1 1/2" - S4 FLORAL SINK 1/2" 1/2" 2" 1 1/2" - SINK VISION CENTER SINK 1/21' 1/2" 1 1/2" 1 1/2" - EW1 EYEWASH WALL MOUNTED HAWS 7260BT WALL MOUNTED 1/2" - 1 1/2" 1 1/2" B APPRVD EQUAL: SPEAKMAN SE-580-PT, BRADLEY S19-220, ENCON 01030401 EW2 PHOTO LAB EYEWASH WALL MOUNTED BY WAL*MART WALL MOUNTED 1/2" - 1 1/2" 1 1/2" B HB1 HOSE BIBB WOODFORD MODEL 24P POLISHED CHROME FINISH WITH VACUUM BREAKER, BACKFLOW PREVENTER AND LOOSE TEE KEY 3/4" - - - D,H APPRVD EQUAL: CHICAGO 387-6-E27 HB2 HOSE BIBB WOODFORD MODEL 24 BRASS W/VACUUM BREAKER-BACKFLOW PREVENTER AND WHEEL HANDLE. 3/4" - - - D,H APPRVD EQUAL: ACORN 8121-CR HB3 MIXING HOSE BIBB AMERICAN STANDARD 8341.076 WITH INTEGRAL VACUUM BREAKER 3/4" 3/4" - - E,H APPRVD EQUAL: CHICAGO 305-VBR HB4 FLOOR HYDRANT J.R. SMITH 5810E-H BRONZE BOX, HINGED, LOCKING, HEAVY DUTY COVER, INTEGRAL FLASHING FLANGE, INTEGRAL VACUUM BREAKER, MILD CLIMATE, AND TAPPED DRAIN HOLE IN BOX - 3/4" - - D,E,H APPRVD EQUAL: WADE 8602-F, ZURN Z-1360-5 HB5 HOSE BIBB WOODFORD MODEL 21P POLISHED CHROME FINISH AND LOOSE TEE KEY 3/4" - - - - AQUARIUM APPRVD EQUAL: CHICAGO 387-6 FPWH FREEZE PROOF WALL HYDRANT WOODFORD B65P WITH INTEGRAL VACUUM BREAKER 3/4" - - - D APPRVD EQUAL: JOSAM 7F00, J.R. SMITH 5509QT, WADE W-8600-175, ZURN Z-1500 FPMHB FREEZE PROOF MIXING HOSE BIBB WOODFORD HCB67 WITH INTEGRAL VACUUM BREAKER 3/4" 3/4" - - D,E APPRVD EQUAL: JOSAM 71650, J.R. SMITH 5560, WADE W-8606-HC-1, ZURN Z-1325-5 NOTES: A. TRIM WITH OFFSET TAILPIECE, 5/8" ARMAFLEX INSULATION ON EXPOSED HOT WATER AND DRAIN LINES. (HOLD ALL EXPOSED PIPING AS HIGH AS POSSIBLE.) B. MOUNT EYEWASH 36" AFF TO TOP OF HEAD SPRAY. C. LOCATE 2 MOP HANGERS SIDE BY SIDE IN REAR JANITOR ROOM. D. MOUNT @ 42" AFF (UNLESS NOTED OTHERWISE). E. PROVIDE DUAL -CHECK VALVES ON HOT & COLD WATER SUPPLIES (WATTS #7 OR EQUAL). F. FLUSH CONTROL HANDLE TO BE LOCATED ON SIDE OF TANK WHICH COINCIDES WITH THE OPEN SIDE OF THE ACCESSIBLE STALL. G. WATER CLOSET SHALL BE EQUIPPED WITH SLOAN FLUSHMATE FLUSHOMETER ONLY. NO EXCEPTIONS ALLOWED. H. PROVIDE SCREW -ON TYPE BACKFLOW PREVENTER (WATTS #8A OR EQUAL) ON FAUCET SPOUT HOSE END. I. FOOT OPERATED, FLOOR MOUNTED SERVICE SINK. * BELOW SLAB WASTE PIPE TO BE 2" (MIN). ELECTRIC WATER HEATER SCHEDULE MARK AREA SERVED MANUFACTURER KW MIN V/PH/HZ NOTES MODEL NO. TANK SIZE WH1 FRONT TOILETS/ A.O.SMITH/ELJF-40 4.5 40 GAL 208/1/60 B,C,D,E VISION CENTER/ STATE/P6-40-20LS 4.5 FRONT JANITORS CLOSET RHEEM/81SV40D 4.5 WH2 BREAKROOM A.O.SMITH/ELJF-6 2.0 6 GAL 120/1/60 C,E STATE/P6-6-10MSK 2.0 RHEEM/81VP6S 2.0 WH3 HAIR TENANT A.O.SMITH/DRE-80-15 15 80 GAL 480/3/60 B,D,E STATE/SB6-82-15-SFE 15 RHEEM/ES85-15-T 15 WH4 PHARMACY A.O.SMITH/ELJF-6 2.0 6 GAL 120/1/60 C,E STATE/P6-6-10MSK 2.0 RHEEM/81VP6S 2.0 WH5 REAR OFFICE AREA/ A.O.SMITH/ELJF-40 4.5 40 GAL 208/1/60 B,C,D,E PHOTO LAB STATE/P6-40-20LS 4.5 RHEEM/81SV40D 4.5 NOTES: A. PROVIDE MANUFACTURER'S WATER HEATER SUPPORT PLATFORM. B. PROVIDE HOUSE KEEPING PAD. C. PROVIDE HEAVY DUTY HEATING ELEMENT. REFER TO SPECIFICATIONS. D. PROVIDE AMTROL "THERM-X-TROL" ST-12(OR EQUAL)LEX� S-I-ON TANK, 4.5 GAL. PRECHARGE, 40 PSI PRECHARGE. ` E. F. 105 F OUTLET TEMPERATURE. 140 F OUTLET TEMPERATURE, FLU~� PROVIDE THERMOSTATIC MIXING VALVES AS REQUIRED. FLOOR/ROOF DRAIN SCHEDULE MARK FIXTURE DRAIN DESCRIPTION MANUFACTURER CATALOG NO. FD1 FLOOR DRAIN 3" LIGHT DUTY GENERAL USE W/ 5" DIA. NICKEL BRONZE GRATE WADE 1103-STD5-1 J.R.SMITH 2O05-AO5NB JOSAM 30003-5A ZURN ZN-415-5B WATTS FD-100-A5 FD2 FLOOR DRAIN JHUB DRAIN AS SPECIFIED ON DRAWINGS. FD3 FLOOR DRAIN CASE DRAIN. 2" AND Y (SEE PLANS & DETAILS). LIGHT DUTY W/ 10" ROUND LOOSE SET NICKEL BRONZE GRATE. NO FLOOR SLOPE REQUIRED. SET TOP ELEVATION TO FINISHED FLOOR. WADE 1104-STD10-1 J.R.SMITH 2O05-A10NB JOSAM 30000-10A ZURN ZN-415-10B WATTS FD-100-A8 FD4 FLOOR DRAIN LIGHT DUTY GENERAL USE W/ 8" DIA. NICKEL BRONZE GRATE WADE 1103-STD8-1 J.R.SMITH 2O05-AO8NB JOSAM 30003-8A ZURN ZN-415-8B WATTS FD-100-A8 FD5 TRENCH DRAIN IMEDIUM DUTY W/SLOTTED GALVANIZED STEEL GRATE SMITH/ACO 9930-G (9935-G) ZURN Z-886-FG (Z-887-FG) FD6 TRENCH DRAIN HEAVY DUTY W/SLOTTED GALVANIZED STEEL GRATE (W/CATCH BASIN WHERE INDICATED ON PLAN) SMITH/ACO 9930-GHD (9935-GHD) ZURN Z-886-RFG (Z-887-RFG) FD7 TRENCH DRAIN HEAVY DUTY W/SLOTTED STAINLESS STEEL GRATE GROCERY AREA. PROVIDE FLOAT -TYPE BACKWATER VALVE FOR FLOOR DRAINS IN MEAT PREP AREA. SMITH/ACO 9930-SSHD (9935-SSHD) ZURN Z-886-RFS (Z-887-RFS) FD8 FLOOR DRAIN ILIGHT DUTY FLOOR DRAIN W/4" DIAMETER FUNNEL WADE 1103-STD5-1-EF4 J.R.SMITH 3510-05NB JOSAM 30003-5A-F4 ZURN ZN-415-5B-Z4 WATTS FD-100-EF-5 FD9 FLOOR DRAIN LIGHT DUTY TRASH DRAIN W/6" DIAMETER HINGED NICKEL BRONZE SOLID COVER AND SECONDARY STRAINER WADE 1103-VD6-1-27 J.R.SMITH 2O05-HO5NB JOSAM 30003-6G ZURN ZN-415-6D WATTS FD-100-VD-5 FD10 FLOOR DRAIN HEAVY DUTY POLISHED BRONZE GRATE, REMOVABLE SLOTTED SEDIMENT BUCKET & SECONDARY STRAINER. PROVIDE FLOAT -TYPE BACKWATER VALVE FOR FLOOR DRAINS IN MEAT PREP AREA. WADE 1320-27-8-31 J.R.SMITH 2243-PB JOSAM 36343-20 ZURN ZB-539 WATTS FS-760-5-21 FD11 FLOOR DRAIN 3" HEAVY DUTY W/HEAVY DUTY TRACTOR GRATE, REMOVABLE SEDIMENT BUCKET & SECONDARY STRAINER. WADE 1213-27-8 J.R.SMITH 2142-FBS JOSAM 36213-81-88 ZURN Z-505-Y-S WATTS FD-340-5-21 FD12 FLOOR DRAIN 3" LIGHT DUTY GENERAL USE W/5" DIAMETER NICKEL BRONZE GRATE AND ANTI -FLOOD RIM WADE 1103-ER5-1 J.R.SMITH 2O05-F37NB JOSAM 30003-6E1 ZURN ZN-415-5I WATTS FD-100-ER-5 FS1 FLOOR SINK FOOD SINK DRAIN W/SLOTTED SEDIMENT BUCKET & 3 1/2" X 8 1/4" ELONGATED FUNNEL WADE 9140-EG8-27 J.R.SMITH 3151-25 JOSAM 49040AS-18-31 ZURN 1901-23-8 WATTS FS-740-1-5-G-1 FS2 FLOOR SINK FLOOR SINK W/SEDIMENT BUCKET & 3 1/2" X 8 1/4" ELONGATED FUNNEL, ACID RESISTANT FINISH [WADE 9144-64-EG8-27 J.R.SMITH 3431-25 JOSAM 49340A-18-31 ZURN 1901-23-8-33 WATTS FS-740-1-5-G-1 RD1 ROOF DRAIN COATED CAST IRON BODY, BOTTOM OUTLET, NO HUB DRAINS WITH POLYETHYLENE DOME, MEMBRANE CLAMP, ADJUSTABLE EXTENSION COLLAR, SUMP RECEIVER, UNDERDECK CLAMP, AND 2" EXTERNAL WATER DAM (WATER DAM AT SECONDARY DRAINS ONLY) J.R.SMITH 1015-R-C JOSAM 21500 ZURN Z-100-EA-R-C WADE W-3000AE (USE IF AIR CONDITIONING CONDENSATE PIPING IS REQUIRED) PLUMBING SYMBOLS SS SANITARY SEWER - - - - - - - - - PLUMBING VENT ®�� T & P RELIEF VALVE - GW GREASE WASTE --III UNION WHA WATER HAMMER ARRESTOR RD ROOF DRAIN LINE C- - ELBOW - TURNED DOWN Q FD1 FS1 FLOOR DRAIN FLOOR SINK ORD OVERFLOW ROOF DRAIN LINE 01---- ELBOW - TURNED UP O RD ROOF DRAIN - DOMESTIC COLD WATER ;. TEE - TURNED DOWN 0 ORD OVERFLOW ROOF DRAIN - - - DOMESTIC HOT WATER RETURN i0i TEE - TURNED UP FCO FLOOR CLEANOUT - - - - - - DOMESTIC HOT WATER GATE VALVE YCO YARD CLEANOUT G NATURAL GAS OR PROPANE "�' BALL VALVE ---11- FPWH FREEZE PROOF WALL HYDRANT A COMPRESSED AIR PLUG VALVE HB HOSE BIBB CD CONDENSATE DRAIN CHECK VALVE ---11 WCO WALL CLEANOUT F FIRE PROTECTION SUPPLY Hx SHUT-OFF VALVE IN VERTICAL LINE RO REVERSE OSMOSIS WATER GAS PRESSURE REGULATOR 3. 16.99 SPECIALTY PLUMBING FIXTURE SCHEDULE (THE FOLLOWING APPLY ONLY WHEN USED ON THE DRAWINGS) MARK FIXTURE FIXTURE DESCRIPTION NOTES MANUFACTURER/CATALOG NUMBER WHA WATER HAMMER ARRESTOR CONFORM TO PDI WH-201, ANSI A112.26.1M, ASSE 1010; PRECHARGED SUITABLE FOR OPERATION IN TEMPERATURE RANGE OF -400 TO 4500 F AND MAXIMUM 250 PSIG WORKING PRESSURE. JOSAM SERIES 75000-S PRECISION PLUMBING PRODUCTS (PPP) MIL-D-82036 SIOUX CHIEF MANUFACTURING CO. HYDRA-RESTOR JAY R. SMITH HYDROTROL JUNIOR WILKINS MODEL 1200 SERIES FCO FLOOR CLEANOUT DURA-COATED CAST IRON, ADJUSTABLE TO FINISH SURFACE. ZURN Z-1403-A JAY R. SMITH 4420 JOSAM 58490 WADE W-8530A WCO WALL CLEANOUT THREADED DRAINAGE FITTINGS DURA-COATED CAST IRON, ADJUSTABLE TO FINISH SURFACE. ZURN Z-1470-A JAY R. SMITH 4470 JOSAM 58540 WADE W-8590A WC01 WALL CLEANOUT EXPOSED CAST IRON DURA-COATED CAST IRON, ADJUSTABLE TO FINISH SURFACE. ZURN ZANB-1468 JAY R. SMITH 4472 JOSAM 58890 WADE W-8470-R6 YCO YARD CLEANOUT DURA-COATED CAST IRON, ADJUSTABLE TO FINISH SURFACE. ZURN Z-1474 JAY R. SMITH 4880 JOSAM 58680 WADE W-8300-MF --- VALVES JBRASS BALL VALVES WITH PLASTIC JACKETED LEVER TYPE HANDLE. RED AND WHITE 5044 OR 5049 CRANE 9302 OR 9322 NIBCO T-580 OR S-580 APOLLO SERIES 70 --- BACKFLOW PREVENTER INCLUDE TWO INDEPENDENT -ACTING CHECK VALVES, TWO SHUT-OFF VALVES, AND REQUIRED MEANS FOR TESTING FOR EACH ASSEMBLY. WATTS 007QT OR 709 HERSEY FDC OR MODEL 2 FEBCO 805Y --- REDUCED PRESSURE BACKFLOW PREVENTER PROVIDE SHUT-OFF VALVES AND TEST COCKS; INSTALL DRAIN LINE TO APPROVED RECEPTOR APPROVED BY AUTHORITY HAVING JURISDICTION. A WATTS 909 SERIES HERSEY FRP II OR 6CM FEBCO 825Y --- WATER PRESSURE REGULATOR PROVIDE BRONZE BODY VALVE WITH SHUT-OFF VALVES AND SET TO MINIMUM 45 PSI AT BAKERY AND SNACKBAR. WATTS 223 WILKINS 500 SPENCE D34 TMV THERMOSTATIC MIXING VALVE HEAVY CAST BRONZE BODY VALVE, BI-METALLIC THERMOSTAT ELEMENT, LIMIT STOP SET AT 1050F, AND LOCKABLE STAINLESS STEEL CABINET. MINIMUM FLOW RATE 0.5 GPM TO 5 GPM LEONARD C-210-AF-BR-STSTL LAWLER 310-SC SYMMONS THERMIXER SERIES 5B --- TRAP PRIMER PROVIDE ALL BRONZE PRIMER VALVE WITH REMOVABLE OPERATING PARTS, INTEGRAL VACUUM BREAKER, AND GASKETED ACCESS COVER. ZURN Z-1022 JAY R. SMITH 2699 JOSAM 88250 WADE W-2400 NOTES: A. USE WHERE REDUCED PRESSURE TYPE BACKFLOW PREVENTER IS REQUIRED. PUMP SCHEDULE MARK SERVICE MANUFACTURER CATALOG NUMBER HP VOLTS PHASE GPM HEAD DESCRIPTION P1 SUMP PUMP PACIFIC LP2000 (AUTOMOTIVE SOUTHWEST SYSTEM INCLUDES: SUMP BASIN (FIBERGLASS, 18 INCH DIAMETER CENTER) INDUSTRIES 1/2 120 1 35 20 FT BY 30 INCH DEEP), 1/4 INCH DIAMOND TREAD PERFORATED COVER, NATIONAL ACCOUNT CONTACT: AND LEVEL SWITCH (2900-20-WA WIDE ANGLE MERCURY FLOAT SWITCH). SCOTT RICHARDSON @ 1-800-358-9095 P2 SUMP PUMP GOULDS GL3887-WS051BF PROVIDE SUMP BASIN AND COVER (TYPE AS SHOWN ON DETAIL), ZOELLER 6292 (TRUCK WELL 1/2 POWER CORD (MINIMUM 15 FT, WATER AND OIL RESISTANT, UL ABS SJ-5W OR COMPACTOR 120 1 120 1OFT APPROVED), AND LEVEL SWITCH (DIAPHRAGM -TYPE PRESSURE GRUNDFOS SE 50 PAD) OPERATED WITH 6 INCH LIQUID LEVEL DIFFERENTIAL SETTING). P3 DOMESTIC 4.4 GAL DIAPHRAGM TANK FACTORY MOUNTED BOOSTER GRUNDFOS ME 2CRE8-20 (2) 1-1/2 480 3 120 28 PSI 15 PSI MINIMUM SUCTION PRESSURE TRANSDUCER (DRY RUN) PUMP PROTECTION, CONTROL PANEL: UL LISTED, NEMA 3R EXPOSURE ALARM OUTPUT CONTACT, AUTOMATIC PUMP ALTERNATOR AUTOMATIC NO -FLOW SHUT-OFF (WITH TANK INSTALLED) MANUAL RESET. P4 SUMP PROVIDE SUMP BASIN AND COVER (TYPE AS SHOWN ON DETAIL), PUMP GOULDS GL3887-WS051BF 1 ?/? 120 1 50 20 FT POWER CORD (MINIMUM 15 FT, WATER AND OIL RESISTANT, UL (PET WALL) APPROVED), AND LEVEL SWITCH (DIAPHRAGM -TYPE PRESSURE OPERATED WITH 6 INCH LIQUID LEVEL DIFFERENTIAL SETTING POWER CORD FURNISHED W/PUMP, LENGTH AS 2" PLUMBING REQUIRED WITHOUT VENTSPLICE. STEEL PLATE COVER BOLTED DOWN WITH GAS-TITE GASKET. RE: ELECTRICAL SEAL OPENINGS AND CRACKS WITH SILICON. FLOOR SLAB 2" PUMP - USE SAND DISCHARGE BACKFILL UNION PUMP: REFER TO SPECIFICATONS FIBERGLASS BASIN WITH OPENINGS FOR VARIOUS PIPES---,, I INLET 12" CHECK VALVE ADJUST TO SUIT FIELD CONDITIONS. ( 1 SUMP PUMP :DNTS 03.27.00 MP21 5000 DRY PIPE WITH TRIM 2" MAIN DF PIPED OUT`. BUTTERFLY WITH TAMPE 1" AUXILII PIPE SUPP( FLOOR MOUP TANK WITH COMPRESSOE Qc a x 6 a C z r,� inns v rnnu TEM 11 DRY FIRE RISER NTS 07.19.00 7503 3/4" PRESSURE TYPE VACUUM BREAKER (WATTS #80OM4 OR APPROVED EQUAL) 1/2" FLEX HOSE, PART #601020-2 12" 1/2" i.d. x 2'-0" WITH 1/2" NPT BOTH ENDS. 1/2" NPT X 3/8" NPT MALE THREADED _ HOSE ADAPTER W/ WATERING WAND -- - (NELSON 2626 WITH PROPER CONNECTOR FITTINGS)(TODAY'S MERCHANDISE 877-419-8271)--,, 1 1/4" WATER LINE SECURE TO WALL OR CANOPY COLUMN HOSE REEL -SECURE REEL TO COLUMNS WITH U-BOLTS, OR TO WALL WITH EXPANSION BOLTS —CL 96" AFF 1 — --CL 78" AFF �'--1 1/4" BALL VALVE -- -- CL 60" AFF 3/4" (HB2) WITH VACUUM WHEEL HANDLE BREAKER-BACKFLOW PREVENTER AND WHEEL HANDLE. HOSE REEL: REELCRAFT #7850 OLP. OP N REEL TO BE SELF RETRACTING WITH 50' OF 1/2" i.d. WATER HOSE AND ADJUSTABLE BRASS SPRAY NOZZLE. (REELCRAFT INDUSTRIES, INC. 2482 E. BUSINESS 30, COLUMBIA CITY, IN 46725. (800) 444-3134) GARDEN CENTER HOSE REEL NTS 03.13.00 MP01 2"� VTR J� 1/2" ,I \ I \ \ I I ' FD1 FOR I S3 1 `.� EW2 W/ PRIMER 3 EW2 \� ? PROVIDE BRANCH TAILPIECE CONNECTION FOR SILVER FCO S3 RECOVERY UNIT c PHOTOLAB WATER RISER ON HOTOLAB DWV RISER NTS TS 4' NOTES: 1. ALL HORIZONTAL WATER AND VENT PIPING TO BE ROUTED WITHIN WALL. ROUTE VERTICAL LINES WITHIN CHASE WALL. 2. ALL DRAINAGE PIPES, AND FITTINGS ON THIS DETAIL TO BE PVC. 3. SINK AND EYEWASH FURNISHED BY WAL*MART. PHOTOLAB PLUMBING PLAN 1/4" = 1'-O" HOLD PIPE AGAINST INSIDE FACE OF WALL. (TYPICAL ALL EXTERIOR WALL WATER DROPS) FREEZE -PROOF WALL HYDRANT W/ UNION ELBOW. COORDINATE LENGTH OF CASTING SO THAT VALVE IS ON INTERIOR FACE OF WALL. NOTE: INSTALLATION SIMILAR FOR FREEZE PROOF MIXING HOSE BIBB (FPMHB) EXTERIOR FACE OF WALL. ( :9 WALL HYDRANT(FPWH) NTS 11.16.99 MP03 16" SQ. CONC. PAD TROWEL TOP SMOOTH AND EDGE. OMIT IF IN SIDEWALK FINISHED GRADE ° °• 4.' e F. a. YARD CLEANOUT (YCO) 8 NTS 11.16.99 MP11 HW SUPPLY TO r BALL VALVE(TYP) -� SYSTEM SEE PLAN DELECTRIC UNION(TYP) r--_1 �T E---j CW SUPPLY TO WATER HEAT TRAP DOWN TO MID i `® HEATER SEE PLAN POINT OF HEATER TANK. ( — 1 WALL ANGLE SUPPORTS(TYP) I 9 EXPANSION TANK FOR WATER HEATERS _ J WATER OVER 20 GALLON HEATER GALVANIZED SHEET METAL DRAIN PAN ---------- --! (MIN 24 GA. 1 1/2" DEEP) - SUPPORT PLATFORM DELETE WALL BRACKETING FOR PIPE FULL SIZE UNDERCOUNTER APPLICATIONS. WITH AIR GAP PROVIDE 4" HOUSEKEEPING PAD FOR FLOOR MOUNTED APPLICATIONS. 0% WATER HEATER NTS 11.16.99 MP05 1 1/2' La FCO CO O L2 O FD1 WC2 EW 1 ROUTE DRAIN TO SS1 FCO ' FAMILY WH5 - MOUNT ON FLOOR. TOILET ROUTE T&P DISCHARGE VT P4 LINE TO SS SS1 O FD1 I LA AW Y i SS- I i JANITOR ' 2" 1 CUSTOMER SERVICE 8 - - - - - - - - - - - ' PHARMACY 1 1/2" RECORDS C .L PHOTO MANAGEMENTSTORAGE EW 1 ssi .� WH ��\J L2 � `y WC2 'y �y I, ,I I. � I I. E, IEWC EWC 1/2 L4 L4 L4x \/ WC1 3/4�" /C UR1 'x WC1 /1 HB1 2,%< WC1 UR HB1 WC2 1" WC1 X 3/4" WC2 REAR OFFICE/TOILET AREA WATER RISER NTS 3" VTR I 1 I 12, 1 3" VTR I 2 ! I \ I � co 3" VTR JIB I 13" NI \\\ I \I \ 4. rl I \l i �1 \\2•• L4 L4 2.. 1 I 1 \ 1 I 1 L4 I 1 1 I I UR1 I I WC11 I I I UR2 WC 1 i WC1 WC1 REAR OFFICE/TOILET AREA DWV RISER Fir NTS GUN ROOM WOMEN BREAKROOM HB1 (SMOKING) 16A " FF FD1 L4 WC1 WC1 WC1 O WC2 L4 EWC FCO FCO 1 UR L4 L4 WC1 EWC rVT WC2 O HB1 R FD1 MEN 16" AFF REAR OFFICE AREA PLUMBING PLAN 1/8" = 1'-O" 4' Q----------------------- SS WH2 - MOUNT UNDER P4 COUNTER ROUTE T&P DISCHARGE LINE TO FD1 S1 FD1 W/ PRIMER LOCATE UNDER COUNTER WC2 11 to& VTR WC2 �FCO \T OJ o- o- 17 16 15 14 13 12 11 10. �u�o RAGE R FIXTURE INSTALL 1" RIGID POLYSTYRENE ►r..'! OR EQUAL INSULATION BETWEEN S41 DB(4-WAY) Y 1, SENSOR OR I 11111i" rA)`1_ AT Akin PVTPPTnPT I- , STOCKROOM DB (4-WAY) NEW RECEIVING 2 RT 10-TON NE 10 TI x S40 84" AFF CONTR INSTALL 1" RIGID POLYSTYRENE RTU35 - - - - - - R EQUAL INSULATION BETWEEN NEW I SEWS I i� I I I - - - - - - - - - - - I I I I I I < _ - E - I I I I I I I I I I I I I I I I I LT I I I I _ I I I I I I I I I �n -- �❑ I I - i DB(4-WAY) I RTU24 • I I NEW I 10-TON M4 1 - 16 I Y F I IIQ 5. 8i I I I T r �F _ I I SEASONAL SHOP FFFFTT I I1 1 I I I I C - I S24 I 1 I I MOUNT 6" - _ _ _ - ABOVE DOOR I I 1 I I I , ---- _ - ---- I / } S F15 - 1- I "I I _ _ - - - I- - - - - - - - I----_-----.J SF 13 SF 14 SF12 t SHT M1 a r r r r i r r r r r r r - - - - ----------------+ GARDE CENTER r r i r r SF11 - - - - - _ - - SF10 ; 11� � I I I I I Imo' `J I Ins Ierinris KEY NOTES GENERAL NOTES 15.201 PROVIDE FIRE OR CEILING RADIATION 15.205 MODIFY/REPLACE EXISTING DUCTWORK FOR 15.209 NOT USED 1. FLEXIBLE DUCTWORK IS NOT PERMITTED. DAMPERS PER AUTHORITY HAVING I RTUS 19 AND 22 PER INSPECT CONDITION OF EXISTING FLEXIBLE 5. DUCT SIZES SHOWN ON DRAWINGS ARE NET FREE JURISDICTION. PROVIDE ACCESS TO SPECIFICATIONS AS SHOWN. DUCT CONNECTORS AND REPLACE DAMAGED AREA. INCREASE RECTANGULAR SHEET METAL DAMPERS AS REQUIRED. FLEXIBLE DUCT WITH EQUIVALENT TYPE OF SIZE AS REQUIRED FOR LINER. REFER TO 15.206 REMOVE EXISTING ROOF MOUNTED EXHAUST 15.210 REMOVE RTU AND ALL ASSOCIATED DUCT AS REQUIRED. ALL OTHER EXISTING SPECIFICATIONS FOR INSULATION THICKNESS. 15.202 PROVIDE VERTICAL SUPPLY AND RETURN FAN AND ALL ASSOCIATED DUCTWORK. DUCTWORK AND AIR DEVICES. INSTALL DUCTWORK NOT SHOWN TO BE MODIFIED SHALL 6. PROVIDE VOLUME CONTROL DAMPERS AT BRANCH DUCT SAME SIZE AS UNIT OPENING. EXTEND FURNISH AND INSTALL CURB COVER PER NEW RTU PER SCHEDULE ON EXISTING REMAIN AS IS. TO 24" BELOW ROOF JOISTS AND CAP FOR DETAIL 3 M3. / CURB, PROVIDE CURB ADAPTER IF DUCTS TO DIFFUSERS. PROVIDE ACCESS AS FUTURE TENANT FINISH -OUT. REQUIRED. 2. REFER TO STRUCTURAL DRAWINGS FOR EXACT REQUIRED. LOCATE VOLUME CONTROL DAMPER IN 15.207 REMOVE EXISTING RTU, ASSOCIATED LOCATIONS OF ROOFTOP EQUIPMENT. OFFICES AND TENANT SPACES AT A MINIMUM OF 15.203 SUPPORT FAN FROM LIGHTING SUPPORT DUCTWORK, CONTROLS, ETC. COORDINATE 3 FEET AWAY FROM DIFFUSERS AND A MAXIMUM CHANNEL AS REQUIRED. MOUNT CENTERLINE ROOF REPAIRS WITH GENERAL CONTRACTOR. 3. HVAC CONTROL SYSTEM IS UNDER SEPARATE OF 5 FEET ABOVE THE CEILING. REFER TO o FAN AT 10'-0"AFF. PROVIDE CURB COVER PER DETAIL 3/M3. CONTRACT. REFER TO ENERGY MANAGEMENT VOLUME DAMPER SCHEDULE FOR APPROVEDMANUFACTURERS. 15.208 REMOVE EXISTING RTU AND REPLACE WITH DRAWINGS FOR EQUIPMENT CONTROLS NOT SHOWN 15.204 REMOVE UNIT HEATER CONTROLS, WIRING, NEW UNITS PER RTU SCHEDULE. ON HVAC DRAWINGS. 7. DUCT SUPPORT AND GRILLE DETAIL IS ETC. COORDINATE ROOF REPAIRS WITH PROVIDE CURB ADAPTER AND COORDINATE APPLICABLE THROUGHOUT THE STORE. DUCTWORK GENERAL CONTRACTOR. LOCATION OF NEW UNITS WITH THE 4. LIGHT FIXTURE LOCATIONS TAKE PRECEDENCE SHALL NOT BE SUPPORTED FROM BRIDGING. DO EXISTING LOCATIONS. CONNECT NEW RTU OVER DIFFUSER AND GRILLE LOCATIONS. NOT USE FASTENERS THAT PENETRATE ROOF TO EXISTING SUPPLY AND RETURN AIR LOCATE DIFFUSERS AND GRILLES TO DECK. RE:1/M4 DUCTS, VERIFY RTU ORIENTATION. ACCOMMODATE LIGHTING LAYOUT. 8. PROVIDE FIRE/SMOKE AND/OR CEILING RADIATION DAMPERS WHERE SHOWN ON PLANS AND PER AUTHORITY HAVING JURISDICTION. PROVIDE ACCESS TO DAMPERS AS REQUIRED. l REFER TO ARCHITECTURAL DRAWINGS FOR VERIFICATION OF RATED. ELECTRICAL/ I 9. FURNISH AND INSTALL SEISMIC BRACING BASED COMMUNICATION I I 4 I ( ( I I I ON APPROPRIATE SEISMIC ZONE REQUIREMENTS ROOM M2 r Y/\ PER SMACNA PUBLISHED SEISMIC DETAILS, _ - _ - - - _ _ _ LOCAL AND NATIONAL CODES. CONTRACTOR'S ______}______�__________ - -------------------- RESPONSIBILITY INCLUDES STRUCTURAL I E.D.C. SPRINKLER 4 I �I SECURITY EwUPC/MERC CLAIMS ° I ° n ° o ° �` ENGINEER'S CERTIFICATION ON DETAILS T- ®I �T _To I ❑ SUBMITTED FOR PERMITTING. RT ®: PHARMACY t RTU44 I ❑ �� 10. REMOVE OR RELOCATE EXISTING HVAC l NEW FAMILY PHOTO NEW ' EQUIPMENT, DUCTWORK, AND PIPING AS ( 5-TON TOILET RECORDS STORAGE 5-TON 0❑❑❑❑❑ I �` INDICATED ON THE DRAWINGS AND AS REQUIRED I JANITOR ANAGEMENT UN I RTU45 BY DEMOLITION. REMOVE EQUIPMENT, I eTOO I NEW DUCTWORK, PIPING, ETC., BEING ABANDONED. ® AY W Y I DAIRY COOLER 20-TON �� ALL REMOVED MATERIALS NOT BEING REUSED RTU37 ffi�B WOMEN �Tu39 FIXTURES �ARE FOR CONTRACTOR'S SALVAGE UNLESS NOTED rPEw �;�vEw I ROOM � . OTHERWISE. CONTRACTOR SHALL TAKE THE 3 TON o, 5-TON BREAKROOM I SALVAGE VALUE OF THE MATERIAL INTO TRAINING CUSTOMER ❑ I ,� CONSIDERATION WHEN MAKING HIS BID. I n SERVICE 15.210 MEN 11. STORE MUST BE KEPT IN OPERATION. ARRANGE �i ° ° I ° . ' ALL REQUIRED WORK TO KEEP DISRUPTIONS TO O IT-Till 11 1 STORE OPERATIONS TO A MINIMUM. Il « , I ° COORDINATE ANY DISRUPTIONS WITH WAL-MART IF - /' III , I ' CONSTRUCTION MANAGER. HI fr � j11 rr i 11 5 M11111 1111HI1111111IT111111111 II ri I III I I I �' 12. WHERE DEMOLITION INTERRUPTS EXISTING ' _ _ - - - - _ _ _ _ _ _ _ _ _ = - - i III I 11114 II 1 CONTROL CIRCUITRY, THERMOSTATS OR II I l CONTROL PANELS, PROVIDE LABOR AND I�' MATERIALS TO RELOCATE, AS REQUIRED. ° 13. CLEAN ALL EXISTING DIFFUSERS AND RETURN ° ° 1 FIELD VERIFY DUCT Ili CLEARANCES WITH EXISTING 1 I AIR GRILLES TO REMAIN. ` STRUCTURE. I 1 r,J II AHU2 l OCER I 14. INSTALL NEW FILTERS ON NEW AND EXISTING 30-TON F EEZE ,I 1 1 RTUS WITH DUCTWORK MODIFIED UNDER THIS GM 1 GM2 CONTRACT, NO MORE THAN ONE DAY PRIOR TO ° T ° 0! 131 1 1° 1 x'' Ir II ® I I STARTING TEST & BALANCE PROCEDURES. -� FILTERS SHALL BE 2" THICK EQUAL TO FARR IIIITTT r II 1 .2p j1 �I i i I 30/30 . U ,T �V� 15.210 I I I 15. MECHANICAL FAILURE OF NEW RTUS, PRIOR TO ICE CREAM ACCEPTANCE BY OWNER, SHALL BE REPAIRED BY II l ° i u 31FREEZER �1 � - - - CONTRACTOR THROUGH WARRANTY AGREEMENT W 11 ll I I i WITH MANUFACTURER. PROPER OPERATION OF II I ALL EXISTING RTUS WHETHER RELOCATED OR lIILFF I 1 NOT IS THE RESPONSIBILITY OF THE WAL-MART HVAC DEPARTMENT. TWO WEEKS PRIOR TO TIT T 1111L MAT I I SCHEDULED TEST AND BALANCE DATE, NOTIFY 111 11 a I I E I I WAL-MART 111 IK al l OLE 1 THE EXISTING CRTUS HWITH ADUCTWORK IMODIFIED r1r I I IE I �1 I I UNDER THIS CONTRACT ARE IN WORKING ORDER �I GROCERY L-7 AT THE TIME OF TEST AND BALANCE. PROVIDE I, jll it SALES AREA ❑ 1 �. HVAC TECHNICIAN WITH A LIST OF THE RTUS jIj_ _ 15.206 RTU29 I WITH MODIFIED DUCTWORK. CONTACT WAL-MART 1 O$ 1 I �i II 5-� N ii NEW I HVAC MAINTENANCE DEPARTMENT AT 501 273- 6590 OR 6568 FOR NAME AND PHONE NUMBER OF r 1 .206 1l1 li 1 I WAL-MART HVAC TECHNICIAN. REFER TO 10- 1 1 N I 11 II MEAT SPECIFICATIONS. PREP �Y 1 I r- 16. RTUS BEING ADDED TO EXISTING ROOF SHALL ° 11131 I BE INSTALLED AS EARLY AS THE UNITS ARRIVE I 11i I AT THE JOB SITE. III MEAT 1 A $ II HOLDING 1 17. IF RTUS ARE INSTALLED BEFORE ROOFING IS N u old To E N R ill COOLER I COMPLETED, THE MECHANICAL CONTRACTOR I I SHALL BE RESPONSIBLE FOR ANY DAMAGE WHICH 1) ° ° 11 OCCURS DURING THE ROOFING PROCESS, ON E IRE NIT it ESPECIALLY TAR ON COILS. WHEN UNITS ARE T1 !I III LI I 7 LOCATED ON THE ROOF, THEY SHALL BE SET 1 111 SEAFOOD I �- 1 r II COOLER I -<' DIRECTLY ON THE CURB. DO NOT SET UNITS Ill I ON ROOF. DO NOT USE ROOF FOR STORAGE FOR AHU1 I ANY LENGTH OF TIME. 1 � 20 11 I IlI 30-TON I l SEAFOOD 111 ® FREEZER ® I 18. EQUIPMENT DRAWN WITH DASHED LINES IS OOD I EXISTING. EQUIPMENT DRAWN WITH SOLID xI I FlF R °I ltl PROF L I NES IS NEW OR RELOCATED. II I I 1�6 C I III �` EDC l 19. INSTALL FIRE SEAL WHERE PIPING AND DUCTWORK PENETRATE A FIRE WALL. TTT �� R t5 os 15. s 1 .20>� I II I I ® NEw I 20 . TYPICAL CONICAL BRANCH F I TT I NG DETA I L I S III REMOVE EXISTING RTUs II )3 -TON l APPLICABLE THROUGHOUT THE STORE RE: 3/M4. R 0 T '1 U II AND ALL ASSOCIATED N I I DUCTWORK, CONTROLS, It G- N-j 1 1 1 1 Y-klI AND AIR DEVICES. IN II I 21. INSULATE WITH DUCTWRAP THE TOP OF ALL NEW 1AIRIII ADJACENT BUILDINGS �� 1 SALES AREA DIFFUSERS TO PREVENT III BEING DEMOLISHED. /i I II CONDENSATION. RY I ° 11 ° ° D �� PRODUCE dD15I I I I I I I I I I IdDS116' I 111 RTU17 PREP l 22. EXPOSED SPIRAL DUCTWORK LOCATED WITHIN 111 --_-_-_- NEW ; I SALES AREA SHALL HAVE CONCENTRIC 11 �, �� ` - 20-TON �, TRANSITIONS. 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Ir. .. ail/l �� It� D 11 --- Bow - -- r----------------- - - - --� HAIR CA ® E ° 1 u 1 NEW 1 , IIIIL -TO l 2 I ® II o --- II I 3 M5 I ®RT ® ❑O o80 08o OLIO o❑ r __s.:z T ----- r Flo I GM3 1 NEW �ol� 0 JANITOR_! TENANT o 0 0 0 o Ttig COURTESY=DESK BANK SPACE ❑o ❑ 8 ❑ l p� ' t o 0 0 0 0 � o ®O° 1 3 11 A O O O O - - -- II , SETON ®UC41 ® NEWS ®; NEW ® ® ` o0 0000 II GM-�tEWa pN 3-TON ELECTRICAL a l CART STORA ° VESTIBULE 3-T1 RTUMEN NEW NEW ROOM #2 �1 VISION ❑ 3-TON 3-TON I I II _ _ _ I CART STORAGE I II RTU 1 CENTER WOMEN - - - CASH COUNT I G RTU2F-TI 11 I NEw-------------------- ----- STOR. NEW , 10-TON ❑ --------________®_- __-- _-__ 10-TON ° ❑❑❑❑ II m ❑ I 1 II ❑ 1 ELECTRICAL 3 3 PORTRAIT GROCERY II u RETURN STOR. 1 I MOTHER INCOME ❑ I ROOM ##3 LOSS OTHER INCOME - - - - - - - ; M5 M2 PREVENTION I VESTIBULE - - - - - - - - - - - - - - - - - - - - I1l ------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 2 1 M2 M2 1 HVAC PLAN 1 = 20 -0 REVISIONS: DATE DESCRIPTION BENCHMARK GROUP (501)636-5004 121 W. WALNUT ROGERS, ARKANSAS, 72756 JOB NO.:99-5476 DESIGNED BY: DLS 03 OCTOBER 2000 SEP 2 9 2000 To the best of my knowledge these plans and specifications comply with the applicable minimum building codes. I. HVAC PLAN N 0 co 0 x N lY m A.6 10 9 8 7 6 ELECTRICAL/ - COMMUNICATION DISCHARGE ROOM IN PLENUMF` i -10' DI W/ UPC/MER H . CD6 9 9 EF9 185 CFM SECURITY A 1 " 20o CFM CLAIMS MOUNT ABOVE CD6 9/9 10'-0" AFF E.D.C. k6O" CEILING 210 CFM TY 0 2 TG1 8/8g' SPRINKLER 10'-0" AFF AG 4/ 4 ' 14'-0" AFF 8" 4 M 8" —� }__ _ 60" AFrF DB(2-WAY) u l AFF I 1550 CFM I B -WAY l 0 — �---- �" RTU43 14" " EAG3 6/6 ,NEW Tnni RTU44 7 JANITOR " 6" UP TO CART STORAGE NEW EF2 SF5 II U ON ROOF ` II EAG3 6/6 SF6 MOUNT GM 120 CFM 12'-0" AFF II VESTIBULE 10'-0" AFF UH2 II Li CD6 6/6 SF7 + 100 CFM II 10'-0" AFF SF8 RE:ARCH DWGS �� ROUTE DUCT DB(6-WAY) 2 FOR EXACT i ROUTE TIGHT TO 2600 CFM M4 SF9 LOCATION TYP DOWN „ JOIST TYP 60" AFF 6„ ELECTRICAL ROOM #3 14 � I LIE][ II S1 RTU1 ❑ 84" AFF NEW 10 TON I II u I II I II CD4 I I ❑ I OTHER INCOME soo CFM I I I 0 A .—.—._ o 0 GM VESTIBULE HVAC PLAN 4 )REAR OFFICE AREA HVAC PLAN SCALE: 1/8 =1 —0 (D' A.3 D.3 u ' 3 D3L TEMPORARILY MOUNT SENSOR BANK OU TEISY DESK 00 CFM IN TENANT SPACE. FINAL GYP OF LOCATION OF SENSOR TO BE >„ LJ RT 5 FIN DETERMINED BY TENANT SHT M1 NE Li 5 ON 15.201 RTU6 CD6 9/9 1 v, 1 vu 12" NEW 200 CFMr5 �' 8 '' 3 TON TYP OF 2 �' I 8 0 a y" FL 14" UP TO F15-20;7 18" DN TO 15.202 NEW EF1 SHT M1 RAG 24 24 S8 SHT M1 RAG4 8/8 ON ROOF 200 CFM MEN SS 1 DN W 60" AFF WOMEN 60" AFF DAMPER 1 RE:1/M2 6" RAG4 8/8 8„ 150 CFM 14" 10„ — — — — COUNTI G in" STORAGE RETURN RE:1/M2 10" ROOM CD /6 CD 6/6 D6 9/9 CASH 150 CFM EAG3 10/10 CD6 9/9 420 CFM 200 CFM TYP OF 2 3 COURTESY DESK TOILET HVAC PLAN SCALE: 1/8"=1'-0" � llill7a!!1B■ 10 CFM .121 MON V W/ CD6 6/6 100 CFM 10'-0" AFF 71 6" ELECTRICAL ROOM #2 10" II II II MOUNT 2 I I 12' -0" AFF 2 I I UH 1 ROUTE DUCT DB(6-WAY) TIGHT TO JOIST � ti-► OQO� FM TYP ROUTE DOWN 60" AFF 16" �� 1 a - < RTU2 LOSS NEW S2 I I 4 u u PREVENTION 10 TON 8a" AFF II II II II 12" GROCERY I I 12" VESTIBULE II OTHER INCOME 0 GROCERY VESTIBULE HVAC PLAN CART STORAGE CD4 600 CFM TYP OF 2 RE:ARCH DWGS FOR EXACT SF1 LOCATION TYP SF2 SF3 SF4 I I I I I I I IIL� 0 L74' SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" 17 16 15 14 13 12 I I I I I Ln rq N N O X m N O CO T ROOFTOP EQUIPMENT PIPING RUNOUT CONDENSATE DRAIN GAS PIPE SIZE EQUIPMENT RUNOUT DOWNSTREAM OF REGULATOR 3 TON RTU 1" 1/2" 5 TON RTU 1" 3/4" 10 TON RTU 1 1/4" 3/4" 20 TON RTU 1 1/4" 11� AHU 1 1/4" 1 1/4" NOTES: 1. MAINTAIN 5'-0" MINIMUM CLEARANCE FOR ALL ROOFTOP PIPING FROM RTU FOR GENERAL ACCESS. 2. RUNOUT SIZES ARE FOR INDIVIDUAL PIECES OF EQUIPMENT WITH A MAXIMUM 10'-0" LENGTH OF PIPE. REFER TO ROOF PLAN FOR COMBINED LINE SIZES. 20'-0" fm fu To 6" BATT INSUL. ON SECURITY RODS SHEET METAL SCREWS TO CURB (TYP) 3/4" PLYWOOD 20 GA. GALV. METAL OVER 15# FELT 1/2" DIA. STEEL SECURITY RODS RIGIDLY \ WELDED TO FRAMING 6" O.C. MAX. SPACING EACH DIRECTION. (TYP.) 3 CURB COVER NTS 3.16.99 1461 60" MIN. ROUTE PIPING TO ALLOW FULL OPENING OF ALL EQUIPMENT ACCESS PANELS. UNION TEE W/CAPPED 1/8" PRESSURE GAGE CONNECTION PRESSURE REGULATOR. VENT TO DISCHARGE DOWN. SET TO 7 IN. W.C. ROOFTOP DELIVERY PRESSURE. UNIT RE: SPECIFICATIONS 20 GA. GALVANIZED PIPE STRAP (LEAVE PIPE FREE TO MOVE) GAS #6 X 1" GALVANIZED COCK WOOD SCREW 6 X 6 X 12 TREATED WOOD (USE 4 X 4 X 12 10'-0" MAX. FROM IF CONDENSATE SYSTEM ROOF PENETRATION NOT REQUIRED) OR EQUIPMENT ROOF 3" DIRT LEG ISOLATION PAD AS (FULL SIZE) REQUIRED TO ACCOMODATE ROOF TYPE 2DGAS CONNECTION SUPPORT NTS 4.03.00 MTO1 T) N 0 0 x N 0 0 m m GRILLE AND DIFFUSER SCHEDULE (THE FOLLOWING APPLY ONLY WHEN USED ON THE DRAWINGS) MARK SERVICE MANUFACTURER MOUNTING FRAME TYPE MODEL TYPE STYLE ACCESSORIES NOTES CD SUPPLY AIR TITUS CEILING LAY -IN TDC 24" x 24" DIFFUSER CURVED BLADE BORDER TYPE 3 NOTES B,C,E,F CARNES SKT E.H.PRICE SMD/3P KRUEGER NAILOR IND. 6500-L METAL AIRE 5700-6 TUTTLE & BAILEY ML 4 CD1 SUPPLY AIR TITUS CEILING FLANGED (SURFACE MT) TDC DIFFUSER CURVED BLADE BORDER TYPE 1 NOTES C,F CARNES SK E.H.PRICE SMD/1 KRUEGER SH NAILOR IND. 6500-S METAL AIRE L SERIES TUTTLE & BAILEY ME CD3 SUPPLY AIR TITUS CEILING LAY -IN TMS 24" x 24" DIFFUSER CURVED CONE NOTES C,E,F CARNES SFTB E.H.PRICE SCD/31 KRUEGER 1400-FR23 NAILOR IND. 4200 METAL AIRE 5700-6 TUTTLE & BAILEY DMF CD4 SUPPLY AIR TITUS CEILING FLANGED TMS 24" x 24" DIFFUSER CURVED CONE NOTES C,E,F CARNES SF E.H.PRICE SCD KRUEGER 1400 NAILOR IND. 4200 METAL AIRE TUTTLE & BAILEY CD6 SUPPLY AIR TITUS CEILING FLANGED TDC DIFFUSER CURVED BLADE BORDER TYPE 1 NOTES A,B,C,E,F CARNES SKFA E.H.PRICE SMD/1 KRUEGER SHF22 NAILOR IND. 6500-S METAL AIRE 5510-1 TUTTLE & BAILEY ME SAW SUPPLY AIR TITUS DUCT MOUNTED SURFACE 30ORS REGISTER FLANGED MODEL AG-15 NOTES F,G CARNES RTDAH E.H.PRICE 520S W/DMPR KRUEGER 880V NAILOR IND. 61SHD METAL AIRE H4004D TUTTLE & BAILEY T547 SAW1 SUPPLY AIR TITUS PLENUM SLOT SURFACE FL-30-JT DIFFUSER FLANGED MODEL AG-15 NOTES F,G,L CARNES E.H.PRICE JS SERIES KRUEGER NAILOR IND. METAL AIRE TUTTLE & BAILEY DB SUPPLY AIR AES (800)786-0402 DROP BOX REFER TO DETAIL ADB-1 (4-WAY) DIFFUSER DRUM LOUVERS ADB-6 (6-WAY) NOTES M,N CUSTOM CURB CDLD TG TRANSFER AIR TITUS CEILING LAY -IN 50F GRILLE 1/2" EGGCRATE BORDER TYPE 3 NOTES B,F CARNES RAPAH T-BAR E.H.PRICE 80TB KRUEGER EGC-5-TB NAILOR IND. 51ECLO METAL AIRE CC5TB TUTTLE & BAILEY T77D TG1 TRANSFER AIR TITUS CEILING/WALL FLANGED 50F GRILLE 1/2" EGGCRATE BORDER TYPE 1 NOTES B,F CARNES RAPAF E.H.PRICE 80F KRUEGER EGC-5 NAILOR IND. 51ECLS METAL AIRE CC5 TUTTLE & BAILEY T77D TGW TRANSFER AIR TITUS WALL FLANGED 350RL GRILLE 35 DEG LOUVER NOTES D,F CARNES RACA SERIES FLG E.H.PRICE 535FF KRUEGER 180 NAILOR IND. 6500-S METAL AIRE L-SERIES TUTTLE & BAILEY ME RAG RETURN AIR TITUS CEILING LAY -IN 50F GRILLE 1/2" EGGCRATE BORDER TYPE 3 NOTES B,F CARNES RAPAH-FLG T-BAR E.H.PRICE 80 W/DMPR KRUEGER EGC-5-TB NAILOR IND. 61ECLO METAL AIRE TUTTLE & BAI CRE507L4 RAG1 RETURN AIR TITUS WALL/CEILING FLANGED 25RL GRILLE LOUVER NOTES B,F,J rCARNES RSLA E.H.PRICE 535FF KRUEGER S80H-OBD NAILOR IND. 6145HD METAL AIRE SRH-OBD TUTTLE & BAILEY T70D RAG3 RETURN AIR FIELD FABRICATED DUCT MOUNTED NOTE K RAG4 RETURN AIR TITUS CEILING FLANGED 50F GRILLE 1/2" EGGCRATE BORDER TYPE 1 NOTES B,F CARNES RAPA E.H.PRICE 80D KRUEGER EGC-5 NAILOR IND. 61ECS METAL AIRE CC5D TUTTLE & BAILEY T77D EAG EXHAUST AIR TITUS CEILING LAY -IN 50F 24" x 24" GRILLE 1/2" EGGCRATE BORDER TYPE 3 NOTES A,F,J CARNES RAPAH E.H.PRICE 8ODTB KRUEGER EGC-5-TB NAILOR IND. 61ECL METAL AIRE CC5TB TUTTLE & BAILEY T77D EAG1 EXHAUST AIR TITUS CEILING FLANGED 25RL GRILLE 30 DEG LOUVER NOTES A,B,F,J CARNES RSLA E.H.PRICE 535FF KRUEGER EGC-5-TB NAILOR IND. 51ECLO METAL AIRE CC5TB TUTTLE & BAILEY T77D EAG3 EXHAUST AIR TITUS CEILING/WALL FLANGED 50F GRILLE 1/2" EGGCRATE BORDER TYPE 1 NOTES B,F,J CARNES RAPA E.H.PRICE 80D KRUEGER EGC-5 NAILOR IND. 61ECS METAL AIRE CC50 TUTTLE & BAILEY T77D NOTES: A. PROVIDE ACCESS PANEL TO VOLUME CONTROL DAMPER IF OTHER THAN LAY -IN CEILING. B. FACE SIZE SHALL BE AS SHOWN ON DRAWINGS. C. PATTERN SHALL BE 4 WAY UNLESS SHOWN OTHERWISE ON DRAWINGS. D. PROVIDE TWO GRILLES, ONE ON EACH SIDE OF WALL MOUNTED HIGH -NEAR CEILING (UNLESS OTHERWISE NOTED). E. USE ROUND NECK SIZE SAME AS BRANCH DUCT UNLESS OTHERWISE NOTED. F. BAKED ENVIRO-THERM #26 WHITE. G. OPPOSED BLADE DAMPER. H. PROVIDE END BORDERS, SLOTTED PLENUM, INSULATION. J. PROVIDE OPPOSED BLADE DAMPER WHERE INDICATED W/OBD. K. PROVIDE R/A GRILLE USING HARDWARE CLOTH (1" x 1" GRID). SECURE WITH CONTINUOUS 1" GALVANIZED STRAPS AND SCREWS 8" OC. L. 1-SLOT, SURFACE MOUNT,WITH MANUFACTURER SUPPLIED INSULATED PLENUM. M. PATTERN SHALL BE 4 OR 6 WAY UNLESS SHOWN OTHERWISE ON DRAWINGS. N. DROP BOX DIFFUSERS SHALL BE FURNISHED BY GENERAL CONTRACTOR. FAN SCHEDULE MARK AREA MANUFACTURER CFM V/PH/HZ ACCESSORIES SERVED MODEL/TYPE ESP HP OR W MOUNTING BLADE TYPE RPM/DRIVE EF1 FRONT COOK ACE-D 840 120/1/60 BD,BS,DS,FS PUBLIC 120C10D/EXHAUST 0.375" 1/16 HP TOILETS ROOF CENTRIFUGAL 1066/DIRECT * ACME, CARNES, GREENHECK, PENN, BREIDERT EF2 FRONT COOK ACE-D 120 120/1/60 BD,BS,DS,FS JANITOR 70C15DM/EXHAUST 0.125" 1/20 HP CLOSET ROOF CENTRIFUGAL 1295/DIRECT * ACME, CARNES, GREENHECK, PENN, BREIDERT EF3 HAIR COOK ACE-D 500 120/1/60 BD,BS,DS,FS TENANT 120C1OD/EXHAUST 0.125" 1/6 HP ROOF CENTRIFUGAL 625/DIRECT * ACME, CARNES, GREENHECK, PENN, BREIDERT EF4 VISION COOK ACE-D 200 120/1/60 BD,BS,DS,FS CENTER 90C15DL/EXHAUST 0.125" 1/8 HP LAB ROOF CENTRIFUGAL 951/DIRECT * ACME, CARNES, GREENHECK, PENN, BREIDERT EF5 PHARMACY COOK ACE-D 120 120/1/60 BD,BS,DS,FS TOILET 70C10DH/EXHAUST 0.125" 1/25 HP ROOF CENTRIFUGAL 987/DIRECT * ACME, CARNES, GREENHECK, PENN, BREIDERT EF6 SMOKING COOK ACE-D 1500 120/1/60 BD,BS,DS,FS BREAKROOM 150C10D/EXHAUST 0.375" 1/3 HP ROOF CENTRIFUGAL 921/DIRECT * ACME, CARNES, GREENHECK, PENN, BREIDERT EF7 REAR COOK ACE-D 1500 120/1/60 BD,BS,DS,FS TOILETS 150C10D/EXHAUST 0.375" 1/3 HP ROOF CENTRIFUGAL 921/DIRECT * ACME, CARNES, GREENHECK, PENN, BREIDERT EF8 REAR JAN. COOK ACE-D 450 120/1/60 BD,BS,DS,FS CLOSET/ 10OC15DH/EXHAUST 0.375" 1/8 HP FAM.TOILET ROOF CENTRIFUGAL 1317/DIRECT * ACME, CARNES, GREENHECK, PENN, BREIDERT EF9 UPS COOK GEMINI 185 120/1/60 BD,DS,TS GC-320/EXHAUST 0.25" 77 WATTS CEILING CENTRIFUGAL 1365/DIRECT * ACME, CASES, GREENHECK, PENN, BREIDERT SF1- CART COOK 3234 120/1/60 DS SF9 STORAGE AC-17D-1/AIR 0.375" 1/2 HP AIR CURTAIN CENTRIFUGAL 1625/DIRECT * MARS 38CH, CARNES VABA035 SF10 GARDEN ACME 2475 120/1/60 DS SF15 CENTER HAF SERIES 0.0" 1/15 HP PROPELLER FAN PROPELLER 1550/DIRECT NOTES: A. ROOF CURB PROVIDED BY GENERAL CONTRACTOR, COORDINATE INSTALLATION. *B. APPROVED EQUIVALENT UNITS MUST MEET AIR FLOW REQUIREMENTS AS SCHEDULED AND BE RATED AT LESS THAN 10 SONES AT DESIGN CONDITIONS. ACCESSORIES: BD - BACKDRAFT DAMPER BS - BIRDSCREEN DS - DISCONNECT DEVICE FS - FAN SPEED CONTROL MD - MOTORIZED DAMPER (INTERLOCKED) TS - LINE VOLTAGE THERMOSTAT, 85 DEGREES F (ADJUSTABLE, SIMILAR TO PENN CONTROLS PT19AB-1) VD - VERTICAL DISCHARGE DC - DIRECT COUPLING: RE: TB48 ON SHEET MP2 SS - SAIL SWITCH (HONEYWELL S688A1007) AAON ROOFTOP UNIT SCHEDULE (RAC SERIES) (OWNER FURNISHED EQUIPMENT) RTU # AREA SERVED UNIT SIZE TONS BLOWER CFM* OUTSIDE AIR (CFM) ELECTRIC HEATING CAP (KW) ACCESSORIES ECONOM/ OSA DAMPR TYPE 1 GM VESTIBULE 10 3500 350 30 SD FME 2 GROCERY VESTIBULE 10 3500 350 30 SD FME 3 OPTICAL SALES 5 1750 180 20 FME 4 OPTICAL EXAM 3 1050 110 10 FME 5 COURTESY DESK 5 1750 180 20 FME 6 BANK 3 1050 110 10 FME 7 TENANT SPACE 3 1050 110 10 FME 8 CASH ROOM/PORTRAIT 3 1050 110 10 FME 9 SNACKBAR SEATING 5 2000 200 20 CO2 °;° TPE 10 HAIR TENANT 5 1750 180 20 FME 11 SNACKBAR KITCHEN 10 3500 350 20 SD FME 12 PHARMACY 3 1050 110 10 FME 13 CHECKOUT 10 3500 350 20 SD C.02 14 CHECKOUT 10 3500 350 20 SDQ2� 15 CHECKOUT 10 3500 350 20 SD FME 16 DELI 5_.. 2000 - -200 `20 _ _,..... FME 17 BAKERY 20 8000 2000 40 SD FME 18 SALES 10 3500 350 20 SD tC0 _' 19 SALES 10 3500 350 20 SD FME 20 SALES 10 3500 350 20 SD FME 21 SALES 10 3500 350 20 SD FME 22 SALES 10 3500 350 20 SD FME 23 PRODUCE/SEAFOOD 3 1200 120 10 FME 24 SEASONAL SHOP 10 3500 500 20 SD FME 25 SALES 10 3500 350 20 SD C"f 26 SALES 10 3500 350 SD FME 27 SALES 10 3500 350 SD FME 28 SALES 10 3500 350 20 SD CO2 29 STAGING AREA 5Z000 200 20 FME 30 SALES 10 3500 350 20 SD FME 31 SALES 10 3500 350 SD FME 32 SALES 10 3500 350 SD, FME 33 SALES 10 3500 350 20 SD C'Q2j 34 SALES 10 1 3500 350 20 SD FME 35 SALES 10 3500 350 20 SD ,CO2 36 SALES 10 3500 350 20 SD k02r 37 TRAINING ROOM 3 1050 110 10 FME 38 LAYAWAY 5 1750 180 20 FME 39 BREAKROOM 5 1750 180 20 FME 40 RECEIVING 10 3500 350 30 SD FME 41 STOCKROOM 10 3500 350 20 SD FME 42 REAR CORRIDOR 5 1750 180 20 FME 43 UPC/MERCH/SECURITY 3 1050 110 10 FME 44 CLAIMS/REAR CORR. 5 1750 180 20 FME 45 GROCERY RECEIVING 10 4000 400 40 SD FME GENERAL NOTES: A. ROOF CURB PROVIDED BY GENERAL CONTRACTOR, COORDINATE INSTALLATION. B. ALL UNITS ARE 480 VOLT, 3 PHASE, 60 HERTZ UNLESS OTHERWISE NOTED. C. REFER TO HVAC PLAN FOR RTU ORIENTATION AND VERIFY ROOF SLOPE. D. NOVAR CONTROLS UNLESS OTHERWISE NOTED. E. 110 VOLT DUPLEX WEATHERPROOF MAINTENANCE RECEPTACLE.l� F. AAON ENERGY EFFICIENCY RATINGS (EER) ARE AS FOLLOWS: 20-TON: 11.1 10-TON: 11.1 5-TON: 11.7 3-TON: 11.8 * ESP = EXTERNAL STATIC PRESSURE DOWNSTREAM OF PLENUM, 0.5" UNLESS NOTED DIFFERENT. + THE CARBON DIOXIDE (CO2) SENSORS SHALL MONITOR THE CO2 LEVELS AND LIMIT THE MAXIMUM TO 1000 PPM AS RECOMMENDED BY ASHRAE 62-1989. ABOVE 1000 PPM THE ECONOMIZERS ARE ACTIVATED TO INCREASE THE OUTSIDE AIR VENTILATION RATE ABOVE THE SCHEDULED MINIMUM SETPOINT TO DECREASE CO2 LEVELS BELOW 1000 PPM. ACCESSORIES AND OSA DAMPER TYPES: SD -SMOKE DETECTORS IN SUPPLY & FME- FULLY MODULATING ECONOMIZER. RETURN FACTORY INSTALLED. TPE- THREE POSITION ECONOMIZER. CO2 -UNIT EQUIPPED WITH RELAY FOR CO2 CONTROL AND EXTERNALLY LABELED "IAQ" IN 3" RED LTRS. RE:EM1 SEE PLANS FOR RM RUNOUT SIZES 0 J a --� 1" MIN. 6" MIN. I I I I I 1 AIRFLOW j I 1 I I TYPICAL CONICAL 03 BRANCH FITTING NTS 3.16.99 1622 24V CONTROL CKT _ THERMOSTAT W R TIMER 0[�_ UNIT HEATER SCHEDULE (ELEC) MARK AREA MANUFACTURER MODEL HEATING CAPACITY V/PH/HZ NOTES KW SERVED AND EQUALS UH1 CART STORAGE MARLEY MUH-30-4 30 480/3/60 A,B UH2 CART STORAGE MQDINE PTE-300 UH3 GROC. RECEIV NOTES: A. PROVIDE OPTIONAL VERTICAL LOUVERS FOR DOUBLE DEFLECTION. B. REFER TO 4/M4 FOR THERMOSTAT CONTROL. VOLUME/BALANCE DAMPER SCHEDULE TYPE MANUFACTURER/MODEL NUMBER ROUND AES RUSKIN SISNEROS WM-VCD WMRS-25 BROTHERS SBWM-VCD RECTANGULAR AES RUSKIN SISNEROS ARVCD WMD-25 BROTHERS SBR-VCD NOTE: NO SUBSTITUTIONS ALLOWED, REFER TO SPECIFICATION FOR ACCESSORIES CONTACTS: AES - (800) 786-0402 SISNEROS BROTHERS - (800) 499-0106 THERMOSTAT ON 2x4 HANDY BOX. HONEYWELL #T87F2782, ® �1/2" EMT TO HEATER 35° TO 65° RANGE (SET @ ' ROBERT SHAW #7003-060 60°) WITH LOCKING COVER " AND WALL PLATE. (MOUNT ON 60 MINUTE TIMER IN 2x4 1/2" PLYWOOD AND 1/2" HANDY BOX. MOUNT POLYSTYRENE SPACER AT BENEATH THERMOSTAT. EXTERIOR WALL LOCATIONS) TIMER NOT USED IN REF. PLANS FOR LOCATIONS. J CART STORAGE. (',_� HEATER THERMOSTAT/TIMER NTS 4.03.00 ROOFTOP UNIT WHEN SHOWN ON PLANS — MM23 SUPPLY AND RETURN AIR PLENUMS WITH LINER. SIZE TO MATCH ROOFTOP UNIT CONNECTION. RETURN PLENUM ABOVE BOTTOM OF JOISTS JOIST 3/8" ROD — ROLL DUCT TO PROVIDE 3/4" ALL -THREAD FLANGED FRAME. HARDWARE FACTORY CLOTH (1" X 1" GRID) SECURE 6" BELOW WITH CONTINUOUS 1" GALVANIZED JOISTS INSTALLED STRAPS AND SCREWS 8" O.C. MOUNTING TABS PROVIDE 55" X 22" OPENING BOLT 2" X 2" X 1/4" ANGLE OR TOWARD SUPPLY PLENUM FOR UNISTRUT ON BOTTOM CHORD OF BAR 20-TON, 36" X 20" OPENING JOISTS PARALLEL TO MOUNTING TABS ON FOR 10-TON. DROP BOX. 0N� DROP BOX TS 4.03.00 MM02 BOTTOM OF STRUCTURE LOADS MUS HUNG WITH] OF PANEL F RE: STRUCI ROOF 2"x 2"x 1/4" ANGLE OR UNISTRUT 6" HANGER STRAP --\ THREADED ROD (TYP) 1' MINL> 60" (MAX) - -- 2"x 1/4" ANGLE OR UNISTRUT RECTANGULAR DUCT RECTANGULAR DUCT PERPENDICULAR TO STRUCTURE PARALLEL TO STRUCTURE LOAD RATED OPTIONAL ROUTING FASTENERS IN CONCEALED AREAS ROOF I --\ 51 BOTTOM OF / ROUND SUPPLY STRUCTURE —/ AIR DUCT TWIST STRAP �-F- l LOADS MUST BE c, HUNG WITHIN 6" 5� 16 GA. GALV. STEEL ` R OF PANEL POINTS BAND (2" WIDE) RE: STRUT Tb ROUND DUCT SUPPLY REGISTER, RE: FLOOR PLAN FOR SIZE AND LOCATION, MOUNT REGISTERS @ 30-ANGLE IN STOCKROOM AREA AND 15° ANGLE IN SALES AREA, EXCEPT THOSE SHOWN ON BOTTOM OF DUCT ON THE PLAN. PERPENDICULAR TO JOIST PARALLEL TO JOIST UCT SUPPORT AND GRILLE NTS 03.27.00 MM01 LOAD RATED FASTENERS ROOF 51 51 SHEET METAL SCREWS (TYP) 2"x 2"x 1/4" ANGLE OR UNISTRUT HVAC SYMBOLS oT THERMOSTAT 0 TIMER 0 POTENTIOMETER SUPPLY DUCT IN SECTION RETURN OR EXHAUST DUCT IN SECTION ELBOW WITH TURNING VANES NOS NIGHT OVERRIDE SWITCH VOLUME CONTROL DAMPER O TEMPERATURE SENSOR CALLOUT O HUMIDITY SENSOR CALLOUT 6" UP T NEW EF5 ON ROOF Q0 L0 Lo m; 4" DRYER VENT UP THRU ROOF. VERIFY EXACT LOCATION. TENANT RESPONSIBLE FOR FINAL DRYER VENT CONNECTION AT DRYER AND DRAFT INDUCER 1 _rm I F REQU "'"c 88" AFF 05 PHARMACY HVAC PLAN SCALE. 1/4"=1'-O" 2 ysC AIR CARE HVAC PLAN ALE:: 1/4"=1'-O" PROVIDE PREFAB DRYER VENT AT OUTLET, WITHOUT BIRDSCREEN. (FIELD FABRICATED DRYER VENT DAMPER IS PROHIBITED). 2'-0" MIN. OR PER BLDG. CODE ROOF OFFSET AS REQUIRED - CEILING SHEETMETAL VENT STACK TOTAL DEVELOPED LENGTH NOT TO EXCEED 25 FT SHEETMETAL STORM COLLAR SECURED WITH WATER -TIGHT SEAL TO VENT STACK BASE FLASHING REFER TO ARCH PLANS NOTE: REFER TO ARCHITECTURAL DWGS FOR ROOFING DETAILS 4" VENT PIPE (CAP AND SEAL WEATHER TIGHT FOR FUTURE TENANT DRYER VENT CONNECTION 24" AFF) 04 DRYER VENT NTS 3.08.99 1422 ( 7-�3 ------ 0- m VISION CENTER HVAC PLAN SCALE: 1/4"=1'-O" Q D3 25 C�M YP 0 2 TE SPP ANT CE RTU7 NEW 3 TO 14" 12" 14" 12" i AG 24 24 /ul TENANT SPACE HVAC PLAN Y nn n /n m I- 0 f- m m SCALE: 1/4"=1'-O" r`i RE: 1—GP2 RE: 1—GP2 -- -- — -- — — -- — — — -- -- qw VACUUM I 4" I BREAKER -\ DISPOSAL PRE -RINSE S22 UNIT SWING FCO FCO MEAT & DELI SPOUT 1 �'—R" COOLER z _ N SOLENOID VALVE S21 LEVER HANDLE DRAIN BALL " CLEANOUTS IN VALVE FLOW CONTROL ENDS OF PIPES (TYP) WATER VALVE I 3" P-TRAP (TYP) R HAMME ARRESTOR 1/�°° CW 2" AIR GAP (MINIMUM) FLOOR INLET 6" SEWER LINE (DIRECT) CONNECTION FOOD SINK DRAIN 4" GW LINE CONNECTION NOTES: 1. VACUUM BREAKER, SOLENOID VALVE, FLOW CONTROL VALVE, AND MANUAL REVERSING SWITCH (REFER TO ELECTRICAL DRAWINGS) PROVIDED BY DISPOSAL MANUFACTURER, INSTALLED BY THE CONTRACTOR. 2. ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED TO SUIT FIELD CONDITIONS AND MEET LOCAL CODE REQUIREMENTS. INSTALL UNIT _ PER MANUFACTURER'S RECOMMENDATIONS. SEAFOOD PREP SINK WITH DISPOSAL 5 NTS 09.22.99 MPH-1 SET TOP OF DRAIN GRATE FLUSH WITH FINISHED FLOOR. VERIFY FLOOR FINISH MATERIAL. ELEVATION AND SLOPE FLOOR AS SHOWN ON ARCHITECTURAL FLOOR DRAWINGS 4 _ a a v FLOOR DRAIN BODY WITH 3" OUTLET (CAULK OR PUSH -ON). MEMBRANE CLAMPING COLLAR AND SEDIMENT BUCKET PIPE INCREASER FOR COMBINATION WASTE & VENT DEEP -SEAL P-TRAP LOCATE FLOOR DRAIN WHERE SHOWN ON DIMENSIONED PLUMBING FLOOR PLAN. 4 OPEN FLOOR AREA DRAIN NTS O4.03.00 MP09 NO I N n ('r'r00 -rn (1nn1nCK1C n -rC* LAR LJCA TE FLOOR DRAIN INHERE SHOWN ON DIMENSIONED PL UIMBING 7LOOR PLAN. 3 REFRIGERATED CASE DRAIN NTS O4.03.00 MP08 3" FD3 SLOPE PAVEMENT SLOPE PAVEMENT OR GRADE AWAY OR GRADE AWAY FROM MANHOLES FROM MANHOLES CONCRETE 4" SAMPLING PORT, ADJUSTMENT TN/0 24" DIAMETER CAST IRON TOP SIMILAR TO YCO RINGS TO SUIT MANHOLE RINGS WITH HEAVY DEPTH OF DUTY GAS -TIGHT COVERS 24% 24% 8" INTERCEPTOR. CONCRETE PAD 4 I 1 n'-1 n" 19'-1" GROCERY SALES AREA FINISHED FLOOR ELEV.=49.51' 0'T I o FD3------------------ N 2'-5 CO o I r4" 4" 3"VTR q OPEN ON TOP 24" `, \ — —FDSI i �f I�COOLER 00 I FREEZER KEYNOTES MIN. I �- _ _ D8 — — _ r -4 2" VENT 2" VENT. RE: PLAN FOR AYCO RE: PLAN - I FS1 ; 12" VENT 15.502 COORDINATE DRAIN ELEVATION AND LOCATION � �' � CONTINUATION I (W/O GW- I BELOW GRADE WITH FLOOR SLOPE. REFER TO ARCHITECTURAL. 6" FUNNEL) I r""' ' (TYP OF 2) �i . I G2 3 VTR U a� 4 LIQUID MIN4 CIA TEE 15.502 LEVEL I 4 3" VENT GENERAL NOTES 4" INLET -� LIQUID BAFFLES --� I (14'-0"AFF) 5'- 0 O 1000 GALLON LEVEL GREASE 1. DO NOT INSTALL PIPING WITHIN COOLER PANELS. 2" VENT V SEAL WATERTIGHT , 4,> INTERCEPTOR INSTALL EXPOSED PIPING IN PREP AREAS A MINIMUM OF HOLE - I I 'SS 4 SS 2 I 1" FROM WALL AND 6" ABOVE FINISH FLOOR TO ALLOW N ° 4" OUTLET YCO GP1 FOR CLEANING. REINFORCED I SAMPLING 8 PRECAST a 6 n BED OF UNDISTURBED I REFER TO SHEET GM3 PORT P4 2. PROVIDE BACKFLOW PREVENTION ON THREADED SAND B CONCRETE EARTH OR ACKFILL COMPACTED FOR WORK IN THIS AREA SIM EQUIPMENT, HOSE BIBBS, AND ALL FAUCETS WITH " it I I I I THREADED SPOUTS. REFER TO PLUMBING FIXTURE VARIES 17 4.— 6" 17 SCHEDULE. - p 3. PROVIDE ESCUTCHEON PLATES FOR PLUMBING PENETRATIONS THROUGH GROCERY CEILINGS AND WALLS. DETAIL SHOWS GENERAL SCHEMATIC REQUIREMENTS. CONTRACTOR SHALL SUBMIT PROPOSED GREASE INTERCEPTOR INSTALLATION PLANS AND SPECIFICATIONS TO 4. PROVIDE AIR -TIGHT SEAL AROUND PIPING LOCAL AUTHORITIES FOR THEIR APPROVAL BEFORE ACQUISITION OF INTERCEPTOR. I PENETRATIONS THROUGH COOLER/FREEZER WALLS AND PROVIDE INTERCEPTOR WITH ADEQUATE STRUCTURAL STRENGTH TO ACCOMODATE I CEILINGS. FINISH WITH ESCUTCHEON PLATE. VEHICULAR TRAFFIC AT INSTALLATION LOCATION. � I I 5. PROVIDE CHECK VALVE IN HOT AND COLD WATER PRE --CAST GREASE/OIL INTERCEPTOR _ ®, _, I I SUPPLY TO THREE COMPARTMENT SINKS, PREP SINKS, 2 NTS 03.27.00 MP07 4 SERVICE SINKS, AND MIXING HOSE BIBBS. 3 0 1 6. REFER TO OFFSET TRAP DETAIL FOR COORDINATION OF FRONT GROCERY WASTE AND VENT PLAN DRAINS NEAR FOOTINGS WHERE REQUIRED. 1 1/ 8"=1'-0" FRONT GROCERY WASTE & VENT PLAN Project Number: 99127 Date: 03 OCTOBER, 2000 I Copyright COLUMN CAST IRON FLOOR DRAIN BODY WITH OUTLET (CAULK OR PUSH -ON), MEMBRANE CLAMPING COLLAR AND SEDIMENT BUCKET. CONCRETE FLOOR SLAB a � j PIPE INCREASER FOR COMBINATION WASTE & VENT-/ 4.8 I 3"VTR G20 1<1<1 x FCO P13 DISPENSER I � � I � RE: 1-P1 i SS 4„ FCO � I � I � I � I I I I I I I I � I � II I II �,I I I I I I I I I I I i I � I � I I I I , I , I , FCO . I I < a I I I I I I, DEEP -SEAL; P-TRAP I; COLUMN FOOTING — I I I I I I I r NOTES: � I � I 1. LOCATE FLOOR DRAIN WHERE SHOWN ON DIMENSIONED PLUMBING FLOOR PLAN. I I 2. PROVIDE OFFSET TRAP ONLY WHERE LARGE FOOTINGS ARE ENCOUNTERED. I � 2 OFFSET TRAP NTS O4.03.00 MP10 I, I � I I I I I I I � I I I I I i � I I I � i � I it I I 4 3 REFER TO CIVIL DRAWINGS FOR 1'-6" CONTINUATION 2-WAY CLEANOUT 2-WAY CLEANOUT INVERT ELEV.= 40.01'��i I INVERT ELEV.= 44.48' SEE ARCHITECTURAL DRAWINGS chi, o FOR PROTECTIVE PIPE COVERING i 6" I OFFSET VENT 311V i f B OOW SLAB G19 I 4" i 6 3"VTR FCO CD FCO 4 WITH AT 3" SS1 CD FCO FCO GRADE DOOR. 00 I � �i I � ED3 FD8 3"VTR 3 6„ I I '4 I I o 64') � v DAIRY COOLER f T F-1 6" LOCK -UP ROOM 9'-11" UW ---- --- ----\\\ FD3 + + FD3 L �i I ++ 6 00 I I C° I FD3 4 r-- —— — — — — — — — — — — — — — - r---------- — — -- — — FD3 l + j „ ------ » i 3'-9" LO - - - - - - ' I 4» FCO 4 3" I -T- FD3 ---»---- EW1 FCO CD C FCO' 6» FCO 4„ �" 20'-9" I 3"VTR G16 4„ » » `n - FD3 TYP 5 -1 19, -0" 4" 5 -2' 8'-0 12 -0 4 I - _ � I v 3 0 GP1 - -- ____---- - --I --------------------------------------------------------_� ---- FD3 - -- ----------- ------ FD3 FD3 - ---- !F7 I li it 1 1 1 4 / REFRIGERATION G17 3"VTR PIPE TUNNEL (TYP) i� FD3---------------�- 4 , -F, F_ I 31f 3FD3 FD11-11 o� „ „i 6 I 4„ 6 I I I � � F;T- 5 I I I I i I I `f' FD3 3" 4 1 FD3 II i o I I; C0 i 0- 8-10" 0 — — — — — E — — I I � I � I � � I I � � I I I I I I I I I I I RE: 1-GP1 r UNUUF K Y 5ALL5 AKLA FINISHED FLOOR ELEV.=49.51' FD3 6 " II 4„ I 0 + 3 FD3 v) 0 (n U f 4'-3„ - 82'-0" I I N I I SEE ARCH. DRAWINGS FOR PROTECTIVE PIPE COVERING 4 �\ G15 � 4" FCO 4>� 4 FCO FD11 I I I I 4" I OM FCO �` I I / I I H I / FCO Irvi+- I � I � i 4" TYP 8 P4 YCO I !� 4"SS 4 �,-0„ 0 2000 GALLON GREASE INTERCEPTOR 0 2 STOCKROOM ' l SAMPLING ----- PORT GW YCO 0 4" 2" VENT - I - BELOW GRADE O 4" I SEE ARCH. DRAWINGS FOR PROTECTIVE PIPE COVERING f 4" fN 4" 14'-8" 11 0 1-GP1 I J W *'M ANE A m =A RNT SUPERCENMR EXPANSION STORE # 857 SAA NFORD, FL WAL* MART STORES INC. SAM M . WALTO N DEVELOPMENT COMPLEX 2001 SE 10TH- STREET BENTONVILLE, AR 72712-6489 . Sheet Contents: REAR GROCERY WASTE & VENT PLAN Drawn By: Checked By: ►� �. Revisions: ) ) Project Number: 99127 Date: 03 OCTOBER, 2000 GP2 Copyright j G15 3"VTR 3"V %4aQ FD9 i� I III 3" VTR 9 I 3„V JII, REFER TO 1-P1 FOR CONTINUATION 3"V I I 1 I2"V G16 3"VTR II ail. I I I 6„ I TWO-WAY 6" ,I I I FCO 1 CLEANOUT 6„ I2 V FD11 I I Jig 3"VTR I » I ¢ SS1 3» » G19 6 s CQ EW1 FD3 3 3"V FCO I FD3 `►� „ I f� 2 �o III 4 , \ 4 / 4„ G17 3"VT✓J�I„ /� 4"FD3 FCO 1 „ F R I 4 3 D8 FD3 I FD3 ¢» I FCO pl 4" FD3 I /co 3"VTR JiL I G20 I I I I I I 2"V I I I I I P13 I 2" (DISPENSER) FCO 3" FCO 4" RE: 1-P1 FD3 FD3A FCO 4 4" FD3 I I 3"V FCO 4" FD3 t 3" FD3 " FD11 4 FCO FCO ¢" 4" FCO h Jib 3"VTR G14 I '� YCO FCO . I ¢" I . �4 Yv ® I 1 / FD11 FD3i� 4" FD3 4" FD3 � ss 4 FCO ~ 6" CC 4" 6�1 Lei 2000 GALLON GREASE INTERCEPTOR 2" VENT BELOW GRADE SAMPLING PORT I�+TCO ,v 4" FCO IIL FD8 4 II „ 3 VTR Ji 4» Jli, 3 " V T R c12 G13 I 1 FCO I I I R 13"V \ I. 3"V I FD11 4„ ¢„ I `a I I 1-1/2"V FD8 3" o M16 I 4 4" 4» ' I /3" FD10 FS1 4�, FD3 3» 6„ 4» FD3 "jl V®.` M14 2 FD3 3 4» \ FCO FD3 4" 6 e�l� 4� FD7 �2 FD3 3„ FD3 4» FD8 >31 G7 3"VTR III FD3 \ FCO FD3 I \<1 1-1 /2"V G11 3»VTR ) � <6' FD8 S7 FCO I ,' 3»V 2 1 1 FD10 ¢» 1 3"V I 3 1 I 3„ /•' . 3"VTR FD3 i " �� FD3 FD3 � FCO ► r4)' . JII I `. IL ,� FCO I �Iy�o FD3 3» I 4» FD1 -y 4» 4" S22 I I P7 I JI �» FCO 6" i i 2 FD3X ¢» i 3"VTR G8 I 6 4 I ¢" i Ij, \I FD3 i sS �� » S21 I 1 �4" )IG5� FS1 4 FS1 i/ 19 FD3 I ' I � 6 I 1» G10 3»VTR I1� FC4' 4,> » i FD3 3» (FUINNOEL)„ FCO���3VTR JFD3 3 V i /' ~ FD1 6„ » 2 VI �1 FD3 I �\ 6„ t P8 1 XD3 I 6» I FS1¢FD3 4" 3V 3,> FD3 \ FCO �' 32»V FD3 4" v1 III3"VTR G9 4' 4" 6„1FD3 4 iJI FD3 �o ISS1 3 4" FD10 4" 3„ �� FD3 I FCO 4" � FCO FD3 I 4 4" 3" I I FD3 FD3 4» J I FD3 FCO ¢,> 3 3„V I 4» �, 4„ 1-1 /2"V r`� FD3 I 4 I I �0 3» r 4» FD8 FD3 4" FD3 G4 I 4» of FD3 4 �4" ¢ 3"VTR ail, B41 FD10 FD3 r.I 4" n I J, FD3 �a 3" V FCO i e 4" 1 I 2» s ¢" I 3" 4 FCO B111 I III 3"VTR 4„ FD8 FD3 �,1 \ i J1� FD3 4 Y ~`� J" l 1n(33 1� 1\ FD10 /�• I 2„ 3"V 4„ „moo/ 1 4" 1 4 FCO / B41 FD10 4" "I 1 2" \ Go BELOWGRADE G1 I'I 3"V ENT FD3 3 FCO �� � 1-1 /2"V 4" /'' � I 3 VTR Ai- FD3 FD3 B41 1000 GALLON 1 4" I t 4 GREASE 3"VI FD10 3"V 2» 3 VTR G2 I is INTERCEPTOR FD10 ^•,.' t 3» V 4 f I I I B123 FCO YCO.'' FD3 „ I ¢'�� 4 I FS1 ¢„ 4„ ¢„ SAMPLING YCO 3 I <�, I1 B123 „ FD8 �' PORT 4„ J ' 0 4 I �` 3 V I �i 3 V L 1 �p FS1 4„ JI I� D7 D7 \\ ¢" RE: 4-GM3 I I FD8 FD3 � 1 4„ „ I 4 a 4„ 4» 3"V.'' i FCO 2" 3"V @ S 4 r „�'I 4" 4„ 4" ,.'� RE: 14'-04-GM3 RE: 4-GM3 FCO 3 i 44 FD10 , 4" " FD1 �4" 4" r FD3 FCO FS1 I D10 GROCERY WASTE AND VENT RISER DIAGRAM FD8 (WITHOUT FS1 FUNNEL) NOT TO SCALE i� I, �(r I ; i BRR JOB NUMBER: 96200199/072800 SANFORD, FL WAL* MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX i 2001 SE 1OTH STREET BENTONVILLE, AR 72712-6489 , Sheet Contents: GROCERY WASTE I i VENT RISER DIAGRAM I I I I � I I i I I I I Project Number: 99127 Date: 03 OCTOBER, 2000 Copyright GP3 1 RE: 1-GP5 - - - - - - - - _ - - - - - RE: 1-GP5 I i I GROCERY PLUMBING EQUIPMENT CONNECTION SCHEDULE MARK FIXTURE BRANCH SIZES (MINIMUM) ROUGH -IN NOTES RO CW HW WASTE VENT REQUIREMENTS B114 RACK OVEN 1/2" 3/4" ROUGH -IN @ 89" AFF A, E, F, G 1-1/4" GAS CONN. (290 MBH) - ROUGH -IN @ 94" AFF B122 PROOF BOX 1/2" 1/2" ROUGH -IN @ 87" AFF A, E, F, G B123 PRE -RINSE 1/2" 1/2" 3" 2" REFER TO WAL*MART PROVIDED EQUIPMENT INFORMATION A, D, F FOR ACTUAL ROUGH -IN HEIGHT REQUIREMENTS. SWING SPOUT (2) 3/4" 3/4" B41, ST P7 HAND SINK 1/2" 1/2" 1-1/2" 1-1/2" ROUGH -IN WATER AND WASTE PIPING @ 15" AFF A, C, H D7, M14 D10, M16 ` 3-COMPARTMENT 3/4" 3/4" 3" 2" REFER TO WAL*MART PROVIDED EQUIPMENT INFORMATION A, D, F ` P8 SINK FOR ACTUAL ROUGH -IN HEIGHT REQUIREMENTS. B1'I "1 COUNTERTOP 1/2" 1/2" 2" 1-1 /2" REFER TO WAL*MART PROVIDED EQUIPMENT INFORMATION A, C, H SINK FOR ACTUAL ROUGH -IN HEIGHT REQUIREMENTS. P13 R.O. EQUIPMENT 3/4" REFER TO WAL*MART PROVIDED EQUIPMENT INFORMATION E, F, G, I R.O. DISPENSER 3/4" E, F, I, K, L FOR ACTUAL ROUGH -IN HEIGHT REQUIREMENTS. P14 PRODUCE MISTING 1/2" REFER TO WAL*MART PROVIDED EQUIPMENT INFORMATION E, F, J SYSTEM FOR ACTUAL ROUGH -IN HEIGHT REQUIREMENTS. P16 ICE FLAKER 1/2" 3/4" ROUGH -IN @ 90" AFF A, E. F, G S15 LOBSTER 1/2" 1" ROUGH -IN @ 38" AFF A, E, F, G STEAMER S21 3-COMP. SINK 3/4" 3/4" 3" 2" REFER TO WAL*MART PROVIDED EQUIPMENT INFORMATION ACTUAL ROUGH -IN HEIGHT REQUIREMENTS. A, D, F S22 DISPOSAL 1/2" 2" 1 2" IFOR �A, B, F NOTES: A. EQUIPMENT & TRIM FURNISHED BY WAL*MART, ROUGH -IN & FINAL CONNECTIONS BY PLUMBING CONTRACTOR. B. PROVIDE 2" P-TRAP W/ CLEANOUT PLUG AND ESCUTCHEON. C. PROVIDE 1-1/4" P-TRAP W/ CLEANOUT PLUG AND ESCUTCHEON. D. PROVIDE CHECK VALVES ON HOT & COLD WATER SUPPLIES. E. PROVIDE DOUBLE-CHECK BACKFLOW PREVENTER ON WATER SUPPLY. F. PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL SHUT-OFF VALVES. G. PROVIDE DRAIN LINE FROM GROCERY EQUIPMENT, END OVER FLOOR DRAIN WITH 2" AIR GAP COORDINATE SIZE & MATERIAL WITH GROCERY EQUIPMENT SUPPLIER. H. PROVIDE CHROME PLATED ANGLE SUPPLY, 3/8"xl2" FLEXIBLE RISER, WHEEL HANDLE WITH ESCUTCHEON. I. EQUIPMENT & TRIM FURNISHED BY WAL*MART, ROUGH -IN BY PLUMBING CONTRACTOR. R.O. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATIONS OF DRINK DISPENSER & WATER FILTRATION EQUIPMENT, AND ALL FINAL CONNECTIONS. J. EQUIPMENT & TRIM FURNISHED BY WAL*MART. REFRIGERATION CONTRACTOR TO INSTALL MISTING SYSTEM. SUPPLY SIDE ROUGH -IN AND FINAL CONNECTION BY PLUMBING CONTRACTOR. K. PROVIDE 1-1/4" P-TRAP AT 12"AFF WITH 1-1/4" TO 3/4" REDUCER FOR CONNECTION TO R.O. WATER DISPENSER DRAIN. L. PROVIDE 3/4" i.d. FEMALE FITTING AND SHUT-OFF FOR R.O. DISPENSER WATER CONNECTION AT 182'AFF. BAXTER/GAS PRESSURE VACUUM BREAKER (WATTS #80OM4 I 3/4" COPPER OR APPROVED EQUAL) i I 3/4" MALE GARDEN HOSE FITTING HOSE PROVIDED BY WAL-MART WATER TEMPERING VALVE I I I EQUAL TO LEONARD F — — — — —j TM-20-E-RFOMWM WITH INTEGRAL CHECKSTOPS I N I I WALL I I I CHART I I I------� ,-----, SHUT OFF VALVE (TYP) i I I r _ — _-I IGUN RACKI SANITIZ:"�� MIXING VALVES� n I-----� I I jj F — N I SANITIZER I I I I I I DEGREASER) T I ! I I I I I I SANITIZER SYSTEM \�— — J L (STATION, HOSE & BRACKET) PROVIDED ( II AND INSTALLED BY I I WAL-MART HOSE PROVIDED lU�, FLOOR BY WAL-MART 50" -� TEMPERED HOSE STATION - SANITIZER ELEVATI ON SCALE: 3/4" = 1'-O" 12.06.99 MP19 62" CLEARANCE WALL CHART EXACTA TIZER POT & PAN SWING SPOUT GROCERY SALES AREA I c I I it 3/4" HW BELOW SLAB. INSTALL IN SAME TRENCH WITH REFRIGERANT LINES. HB4 ' 2 GP4 25'-0" 29'-0» 3/4" HW BELOW SLAB. 3/4" HW BELOW SLAB INSTALL IN SAME TRENCH (TYPICAL OF 3) WITH REFRIGERANT LINES.—� i ----- - o,-------------------------------- ------------ ---- O I I HB4 N GP4 PRODUCE CASE CLEANOUT SYSTEM—\ 1/2" � 1/2" �+---------------------- - -----� ---------------------- -----+ u 15.507 ROUTE PIPING THRU SPACE 15.507 ABOVE FLOOR & BELOW CASES *GARDEN HOSE WASHER RISER PIPE PRE -RINSE *3/4 MGH 3/8" MPT SPRAY ADAPTER\n/4 Y *MALE -RUN TEE 3/8" MPT r^I A M V RE: 1-P1 2" GAS UP THRU ROOF %,X, �N GP4 REFER TO SHEET P1 ` 4 FOR CONTINUATION 3 ❑ GP6 GP4 B123 � I I vhL_vL_ M i —iy-r ' / I — I / 4 (,.,Ab U 14'-0"AFF JUST OUTSIDE WALL) 14'-0"AFF ABOVE 1" CW & 1" HW CEILING FOR @ 14'-0 AFF FUTURE CONNECTION TO OVEN (290 MBH) 'FER TO SHEET GM3 WORK IN THIS AREA - - _ - RO - P14 15.507 1 3/4"_ - t''ULlUk t 0 _(D ADJACENT BUILDING INSTALL FLOOR DRAIN HOLE IN HYDRANT FLUSH WITH BOTTOM OF BOX FINSIHED FLOOR CONCRETE FLOOR SLAB WATER SERVICE LINE i INTEGRAL (RE: SPECIFICATIONS FLASHING FOR PIPE MATERIAL) FLANGE / SOFT COPPER DRAIN LINE SAME SIZE AS DRAIN OUTLET MINIMUM THREE CUBIC FEET OF CRUSHED ROCK AROUND END OF DRAIN LINE a C Q. O . d . FLOOR 2 HYDRANT (HB4) NTS O4.12.00 MPH-3 * THESE FITTINGS ARE PROVIDED BY SANITIZER SYSTEM WALMART AND INSTALLED BY CONTRACTOR. (STATION, HOSE & BRACKET) PROVIDED MPT = MALE PIPE THREAD AND INSTALLED BY MGH = MALE GARDEN HOSE THREAD WAL-MART FGH = FEMALE GARDEN HOSE THREAD KEYNOTES FLOOR rf- o - - -- - TRIPLE SINK - SANITIZER ELEVATION FRONT GROCERY WATER AND GAS PLAN 15.507 PROVIDE 1/2" R.O. WATER WITH SHUT-OFF VALVES TO PRODUCE CASE CLEANOUT SYSTEM. 4SCALE: 3/4" = 1' - 0" 12.06.99 MP23 1/8" = 1' -0'> LOCATE SECONDARY VALVES FOR CLEANOUT SYSTEM AT CASE KICKPLATES. SANFORD, FL WAL* MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 1OTH STREET BENTONVILLE, AR 72712---6489 Sheet Contents: FRONT GROCERY WATER & GAS PLAN Project Number: 99127 Date: 03 OCTOBER, 2000 GP4 : Copyright RE: 1-P1 RE: 1-GP4 4 3 2 1 0 -1 -2 I I I I 29'- 0" 3/4" HW BELOW SLAB I 3/4" HW BELOW SLAB. INSTALL IN SAME TRENCH WITH REFRIGERANT LINES. REAR GROCERY WATER PLAN 1 1/ 8"=1'-0" ICE CREAM FREEZER i"—3/4" & DELI �� I � 2-1/2" I COOLER iI 1" 3/4" III COORDINATE LOCATION AND ELEVATION OF WATER PIPING WITH REFRIGERATION CONTRACTOR RE: 1-GP4 F EXPANSIONSUPERCENMR STORE # 857 WAL* MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 10TH STREET BENTONVILLE, AR 72712-64-89 ' Sheet Contents: REAR GROCERY WATER PLAN Drawn By: Checked By: Lam. Revisions: Project Number: 99127 Date: 03 OCTOBER, 2000 Copyright GP5 3/4" IRE: 1-P1 FPWH 3/4 3/4" � Qo 2-1/2" 3/4" I III SS / 3/4» - �o �'A I 3/4" FPMHB 9 HB3 P4 �. SIM 3/4" 3/4"-/ 3/4" HW BELOW SLAB -2-1/2" HB4 I P13 (DISPENSER) 2" GAS UP THRU ROOF REFER TO SHEET P1 FOR CONTINUATION (TOTAL GAS LOAD = 820 MBH) 1-1/2" / G 2-1/2�\\.`. HOT WATER TO FIXTURES HOT WATER RECIRCULATION LINE COLD WATER COLD WATER WALL ANGLE , SUPPORTS (TYP) EXPANSION , TANK I BUTYL DIAPHRAGM BUILDING EXTERIOR WALL COMPRESSOR HOUSE WALL THERMOMETER TEMPERATURE AND PRESSURE RELIEF VALVE BY TANK MANUFACTURER (TYPICAL) FFF I I WATER ----------i 1IN I iIN 1 1IN I HEATER MFR. , -- --- I - -- --- - ----- I - SUPRT I RECLAIM WATER HEATER IS PLAT ORM i NEAT i i i' HEAT i i i HEAT I DOUBLE -WALL TYPE HEAT ' I I RECLAIM I I I RECLAIM I RECLAIM i I i l EXCHANGER (A HEAT TRANSFER WATER i I I WATER I I WATER STRAINER I i BLANKET SURROUNDS THE WATER AIR CHARGING VALVE i HEATER i i HEATER i i �-� HEATER i i TANK, USING REFRIGERANT HOT FILL TANK WITH AIR TO MATCH WATER PRESSURE CHECK VALVE i i i i i i i i i GAS AS THE HEAT SOURCE). ` LJ I I I I I I I UNION (TYPICAL) WATER LINES FROM BUILDING RELIEF VALVE DISCHARGE LINE TO COMPRESSOR HOUSE BY PLUMBING CONTRACTOR. _� I I i I I FULL SIZE OF VALVE OUTLET. 3 4" ROUTE FINAL CONNECTIONS TO T I r' 1_1-T i I I T i COMPR SISORODE HOUISSE AND COMPRESSOR HOUSE BY ' TERMINATE WITH PIPE END 1 I, PLUMBING CONTRACTOR. FACING TOWARD GROUND. RECIRCULATION DRAIN VALVE PUMP 3/4" 3/4 - 1" �� NOTES: (TYPICAL) EW1 � 2-1 /2" 3/4„ 1. ALL EQUIPMENT, PIPING, VALVING, INSULATION, AND HEAT TRACE INSIDE OF THE COMPRESSOR HOUSE IS BY THE COMPRESSOR HOUSE MANUFACTURER. VVI VI VL.V II VIV VVI VIVf_V IIVIV ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED TO SUIT FIELD CONDITIONS AND MEET LOCAL CODE REQUIREMENTS. INSTALL UNIT PER MANUFACTURER'S RECOMMENDATIONS. PLUMBER TO PROVIDE BACK FLOW VALVES. BAKERY POWER WASH SINK NOT TO SCALE 1-1 /4" INSTALL VALVED AND CAPPED 1-1 /4" GAS ABOVE RADIO GRILL FOR FUTURE CONNECTION (240 MBH) 3/4" � ' / 3/4" 2. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ELECTRICAL HEAT TAPE AND INSULATION FOR ALL WATER PIPING BETWEEN THE COMPRESSOR HOUSE AND THE BUILDING. HEAT RECLAIM WATER HEATERS 2 ' NTS O4.03.00 MP17 3/4„ 3/4„ 2-1/2" , P13 3/4" (EQUIPMENT) 3/4" HW BELOW SLAB 1 ' e% 1-1 /2" HB4 `\1-1 /4" N.3/4„�\ 3/4" CHECK 2-1/2" VALVE TEMPERING 1-1/4" '< „ VALVE � 3/4„ I 3/4„ 1-1/2 M16 1/2" EXPANSION 3/4 TANK M 14 p 1 /2„ ;, 3/4» 1-1/4" ` 1" 3/4 `I M14 ,,'HOT WATER RECIRCULATION ".11BALANCING VALVES 1-1 /4" BRANCH OFF TOP OR SIDE OF GAS PIPE MAIN 8114 G (290 MBH) SUSPEND PIPE FROM PROVIDE GAS SHUT-OFF COCK STRUCTURE ABOVE G AND GROUND JOINT UNION VALVE AND CAP 1-1/4" GAS WITH PIPE HANGERS FULL SIZE OF BRANCH PIPE ® 14'-0"AFF ABOVE CEILING PER SPECIFICATIONS FOR FUTURE CONNECTION TO OVEN (290 MBH) SEE PLAN FOR PIPE SIZE. USE BLACK STEEL PIPE WITH SCREWED FITTINGS GAS TRAIN FURNISHED WITH EQUIPMENT PROVIDE 6" DIRT LEG PIPE REDUCER FROM BRANCH FULL SIZE OF BRANCH PIPE SIZE TO UNIT CONNECTION SIZE, AT UNIT CONNECTION STUB FOLLOW MANUFACTURER'S RECOMMENDATIONS FROM EQUIPMENT INSTALLATION MANUAL. ,3BAKERY GAS RISER DIAGRAM NOT TO SCALE GROCERY WATER HEATER SCHEDULE MARK ENERGY AREA MANUFACTURER / MODEL TANK BTU/HOUR RECOVERY SOURCE SERVED CERTIFICATION SIZE WH-G1 REFRIGERANT (3)THERMA-STOR 119 291,813 624 TOTAL GPH WH-G2 HOT GAS GROCERY MODEL III-1 GALLON BTU/HOUR ® 10OF RISE WH-G3 ASHRAE 90.1 EACH TOTAL NOTES: A. RECLAIM WATER HEATERS ARE FURNISHED BY OWNER AS PART OF THE REFRIGERATION PACKAGE. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTION TO WATER HEATER LINES AT COMPRESSOR HOUSE, B. EACH WATER HEATER FURNISHED WITH 6KW, 480 V, 30 ELECTRIC BOOSTER HEATING ELEMENT. C. PROVIDE AMTROL AST-42 "EXTROL" EXPANSION TANK, 17.5 GAL. CAPACITY, 55 PSI PRECHARGE. D. RECOVERY CAPACITY SHOWN INCLUDES 77% OF TANK CAPACITY FOR FIRST HOUR RATING. HB4 RO • 3/4" 3/4" 1-1/2" 3/4" 3/4" HW BELOW SLAB TEMPERING VALVE 1/2„ S7 HB4 3/4" �. S22 S15 S21 N. N. N. N. H84 t N. HB4 1 /2" PIPING BELOW PRODUCE CASES 1/? PRODUCE CASE CLEANOUT SYSTEM - ' GROCERY WATER RISER DIAGRAM i NOT TO SCALE 3/4" TEMPERING VALVE - /A" COMPRESSOR HOUSE #1 3/4" 1 /2" ` 1-1 /2" -Pp 1-1/2" P7 3 /4" 1-1 /4" 3/4" ' 3/4" TEMPERING 1-1 /4" VALVE ��SS1 2 \"» 2 �o 3/4" 3 /4" 1-1 /4„ 3/4 1 /2„ 1-1 /4» I \ 2" VALVE AND CAP 1 /2" �o C� 8 WATER LINE 41 0111 14'-0"AFF ABOVE ' CEILING FOR FUTURE 1-1 /4"--,\\\ 3/4" CONNECTION TO OVEN 2„ 1" 1-1 /4"� '� 1 /2" -� B122 \ � B123 3/4 N\\ 1 ",3/4" -1-1 /4" B41 1 "CW & 1 "H W 0 14'-0"AFF (RE: 5-GM3) B114 WAL* MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 1OTH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: GROCERY WATER GAS RISER DIAGRAMS Project Number: 99127 Date: 03 OCTOBER, 2000 GP6 Copyright "I FLUORESCENT ' -- LIGHT FIXTURE 24/30 ELBOWS W/ TURNING VANES 30/24 R/A DUCT IN ---- BULKHEAD. REFER __jIll TO ARCHITECTURAL I DWGS. FOR DETAILS. I I I I RETURN AIR AT BOTTOM OF CASE K I ^_----' �- 24/30 20/10 R/A DUCT PENETRATING R/A Q CHASE WALL. z ry � GROCERY FREEZER 4 SECTION AT GROCERY FREEZER NOT TO SCALE T. FLUORESCENT LIGHT FIXTURE SECTION AT JOIST GIRDER NOT TO SCALE GREASE EXHAUST FAN HINGED BASE ON VENTED CURB r— \ z 0 I I JOIST II I I I I = I I I GREASE EXHAUST DUCT 16 GAUGE BLACK GREASE i i STEEL, WELDED LIQUID TIGHT COORDINATE EXHAUST i i AS REQUIRED UP THROUGH STRUCTURE. HOOD i I FIRE RATED DUCT WRAP RE: SPECIFICATIONS BUILT-IN 3" I AIR SPACE ON i i STAINLESS STEEL CEILING BACK OF HOOD ENCLOSURE PANELS L LIGHTS RE: SCHEDULE BAFFLE-TYPE 16" U.L. CLASSIFIED FOR HOOD SIZE GREASE FILTERS INTEGRAL DRIP TRAY I I _ 00 48" BACKSPLASH � I— (PROVIDE FULL LENGTH BACKSPLASH COOKING IF REQUIRED BY IEQUIPMENTI AUTHORITY HAVING FLOOR JURISDICTION) 6" MINIMUM ON OPEN SIDES NOTE: TOTAL EXHAUST HOOD ANSUL FIRE PROTECTION SYSTEM BY SYSTEM TO BE IN COMPLETE WAL*MART, MECHANICAL CONTRACTOR CONFORMANCE WITH NFPA-96, UL300 SHALL BE RESPONSIBLE FOR ALL AND ALL LOCAL CODE REGULATIONS. PERMITS AND TESTING REQUIRED. 2EXHAUST HOOD NTS O4.03.00 MM10 II\� -- � II II\ /II II\ /II �,--•- , I I =al � Ii i � I I\ /I GROCERY SALES AREA � I � I -/ / 1 FF__====/ 171 I AHU-1 E30 TON 400 MBH(S) 400 MBH(R) 10000 S/A ' 000 O/A F-_ - \\ ,I RUN DUCT TIGHT TO BAR JOIST I I DB MEAT & DELI COOLER LYI M4 \ RTU-29 R/A AT -A—I 5 TON BOTTOM ---- \ 20 kW S29 OF CASE 2000 S/A (TYPICAL) I / 200 O/A I i 20/10 R/A DUCT X \ / 1 I PENETRATING R/A �`'-" CHASE WALL ` (TYP OF 11) �-r ❑ I I I I I I I r I � i I � � ] 0 o /------\�I -f MEAT PREP I Q r MEAT ,CD HOLDING NCOOLER 24/24 R/A DUCT IN - EAD. REFER TO ARCHITECTURAL RAWINGS FOR DETAILS. O � O �W OU W b KEEP TRANSITION AS CLOSE TO ARCHITECTURAL BULKHEAD AS I STOCKROOM POSSIBLE I I\ /I II II \ / I II I H U1 UF I}- - - - � 1i \\II I i 30/24 ELBOW I�-------� I z DOWN W/ ' I Il� TURNING VANES -- I -4 - iO OFFSET DUC DOWN AND 3 _I ROUTE THRU JOIST GIRDER n+� d o DB1 r-------II i\ /I I F( I�/ \ 10 CD3 � � 30024 'O SKYLIGHT RUN DUCT TIGHT F\ , SEAFOOD(TYPICAL)TO BAR JOIST PREP i = EDC 2 F �I GM1 I I DELI EXHAUST HOOD ==o EH-G2 12/12� ------------� ��----------------------- / loll o CD3 --- ------ ------ 400 r v SAW 12/8 500 CFM- (12'-0"AFF) UUWIV I U AFFKUX. 1'L AbUvt CEILING FOR FUTURE OVEN. EXTEND 8" VENT UP INTO CURB CAVITY FOR CONNECTION TO FUTURE EXHAUST FAN SET RTU-23 SPACE SENSOR S23 _ FIRE AT 657 \1 1 111 - SUPPRESSION 14 1 \ I 1,����'I (ffl 17 „ SYST. MANUAL I I II CD � RELEASE I I 1r_z7 450 X STATION (BY WAL-MART). 16" INSTALL AMIN. - r , 10'-0" FROM RAG RTU-23 F; I HOOD. 3 TON 2 10 kW GM 1200 S/A 12/10 GREASE GTS1 EXH. DUCT UP GHS1 TO EF-G2 o o - - -z /// F7 I / X / I i 30/28 14" VA. S.S.) UK I YFE II ( 1 YFE AS REQUIRED. (TYPICAL OF 2) i PRODUCE PREP 12" CD 450 I' PRODUCE COOLER I K II U- I L REFER TO SHEET GM3 I FOR WORK IN THIS AREA \II I 1 If I I I I I 1 FRONT GROCERY HVAC PLAN / O ���ADJACENT BUILDING 0 E ; I I 1. I I+ I i HENOERSON ENGINEERS INC. I . 11627 W. 79TH STREET LENEXA, KS 66214 BRR JOB NUMBER: 96200199/072800 (; I WAN"MA11% I� i I Ir SUPERCEMER I: EXPANSION I I I STORE # 857 S A N F 0 R OLD` i 1► FL la I I I• WAL* MART STORES INC. SAM M. WALTON I� DEVELOPMENT COMPLEX 2001 SE 10TH STREET BENTONVILLE, AR 72712-6489 i i. Sheet Contents: i, FRONT GROCERY I HVAC FLAN ' I I I� Drawn By: Checked By: 1► Revisions: I I ( I I. I i I I' I� I I i i I Project Number: 99127 Date: 03 OCTOBER, 2000 I' I� I GM1 I , I , i I Copyright 1' GROCERY EXHAUST HOOD AIR BALANCE SCHEDULE HOOD ROOM RTU/AHU HOOD EXHAUST EXHAUST O/A CFM MARK LOCATION CFM CFM NOTES RTU-17 EH—G1 BAKERY 750 1250 2000 A AHU-1 EH—G2 DELI 1425 NA 1425 B NOTES: A. HOOD SWITCH SHALL ENERGIZE EXHAUST FAN AND RTU SUPPLY FAN (IF NOT ON) TO SUPPLY THE INDICATED O/A NEEDED FOR EXHAUST HOOD MAKE UP. ACTIVATION OF FIRE SUPPRESSION SYSTEM SHALL SHUT OFF THE RTU. THE HOOD EXHAUST FAN SHALL CONTINUE TO RUN. B. HOOD SWITCH SHALL ENERGIZE EXHAUST FAN. GROCERY AIR HANDLING UNIT (AHU-1) IS A CONSTANT FAN UNIT PROVIDING CONTINUOUS EXHAUST HOOD MAKE—UP AIR, UPON ACTIVATION OF FIRE_ SUPPRESSION SYSTEM, THE HOOD EXHAUST FAN SHALL CONTINUE TO RUN. ROOF CURB PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. SEE ARCH. DWGS. FOR FLASHING DETAILS (RE: GENERAL CONTRACTOR SHALL SPEC. SECTION 07721) PROVIDE OPENING THROUGH ROOF DECK AND INSULATION TO ALLOW DUCTS TO PASS THROUGH RE: ARCH. CURB DETAILS. ROOFTOP UNIT (REFER TO — PLANS FOR DUCT SIZES AND LOCATIONS) ROOF ROUND S/A DUCT (NO CEILING) ---I FULL—SIZE R/A BOOT OR -- EXTEND DOWN 12" 1RECTANGULAR S/A DUCT — I BELOW ROOF STRUCTURE (FINISHED CEILING) (FOR ROOFTOP UNITS II VOLUME CONTROL WITH NO FINISHED CEILING) DAMPER (TYP.) FULL—SIZE R/A PLENUM WHERE INDICATED EXTEND DOWN TO RETURN CEILING AIR GRILLE (FOR ROOFTOP UNITS WITH FINISHED CEILING) 2 GROCERY ROOFTOP UNIT DETAIL NOT TO SCALE GROCERY FAN SCHEDULE MARK AREA MANUFACTURER CFM MOUNTING V/PH/HZ RPM/DRIVE NOTES SERVED MODEL E.S.P. BLADE HP (W) SONES TF—G1 BAKERY COOK GEMINI 500 INLINE 120/1/60 100/DIRECT A, B, C #GN-640 0.125" CENTRIFUGAL 350W 1.6 EF—G3 BAKERY COOK 750 ROOF 120/1/60 1290/BELT A, B, D #VCR-120V213 0.6" CENTRIFUGAL 1/3 HP 10.3 EF—G4 LOCK —UP COOK 350 CABINET 120/1/60 960/DIRECT B, E GEMINI GC-620 0.25" CENTRIFUGAL 233 W 3.3 NOTES: A. PROVIDE BACKDRAFT DAMPER, DISCONNECT DEVICE. B. REFER TO SPECIFICATIONS FOR APPROVED EQUALS. C. FAN CONTROLLED BY WALL SWITCH. REFER TO ELECTRICAL DRAWINGS. D. EXHAUST FAN ROOF CURB PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. REFER TO SPECIFICATION SECTION 07721. E. PROVIDE WITH MANUFACTURER'S CEILING GRILLE. N] I , � I � � l --- -- 7-------- c l D B 1 PAHU-2 30 TON I M4 400 MBH(S) 400 MBH(R) GROCERY HVAC DESICCANT WHEEL UNIT SCHEDULE MANUFACTURER COOLING SUPPLY FAN OUTSIDE SUPPLY REACTIV. ELECTRIC MARK MODEL # CAPACITY AIR HEAT HEAT EXT. AHU-1 MUNTERS (MBH) CFM S.P. CFM (INPUT) 400 V/PH/HZ 480 3 60 (INPUT) 400 (OUTPUT) 320 AHU-2 S20DGT30GG 402 10000 1.0" 5000 MBH MBH MBH GENERAL NOTES: A. UNIT FURNISHED BY OWNER, INSTALLATION BY MECHANICAL CONTRACTOR. B. SMOKE DETECTORS ARE FURNISHED WITH UNIT. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE TO RELOCATE TO DUCTWORK ONLY IF REQUIRED BY LOCAL CODE. PROVIDE WIRING MODIFICATIONS AS NEEDED. C. REFER TO SPECIFICATION SECTION 15700 FOR COMPLETE DESCRIPTION OF UNIT AND ACCESSORIES. D. UNIT ENERGY EFFICIENCY RATING (EER) PER ARI 210 AND 360: EER = 12.2. E. ROOF CURB PROVIDED AND INSTALLED BY GENERAL CONTRACTOR, REFER TO SPECIFICATION SECTION 07721. — 1 — 2 I S45 GROCERY EXHAUST HOOD & FAN SCHEDULE EXHAUST FAN HOOD MANUFACTURER SIZE FAN MANUFACTURER EXT. HP ELECTRIC MARK LOCATION MODEL LENGTH WIDTH I HEIGHT MARK MODEL CFM S.P. DRIVE V/PH/Hz NOTES CAPTIVE—AIRE CAPTIVE—AIRE 1/3 A, B, C, D, E, EH—G1 BAKERY #ND —WALL STYLE 5'-0" 4'-0" 2'-0" EF—Cl NCA148FT 750 0.6" BELT 120/1/60 F, G, H, I CAPTIVE—AIRE ICAPTIVE—AIRE 1/3 A, B, C, D, E, F, H EH—G2 DELI #ND —WALL STYLE 1 9'-6" 4'-0" 2'-0" EF—G2 NCA14BFT 1425 0.6" BELT 120/1/60 NOTES: A. HOOD & FAN FURNISHED BY WAL*MART, ROUGH —IN AND FINAL CONNECTIONS BY MECHANICAL CONTRACTOR. B. HOOD PROVIDED WITH INTEGRAL DRIP TRAY, LIGHTS, STAINLESS STEEL U.L. LISTED GREASE FILTERS, PRE —WIRED CONTROL PANEL, STAINLESS STEEL BACKSPLASH, AND STAINLESS STEEL ENCLOSURE PANELS UP TO CEILING. C. MOUNT HOOD WITH BOTTOM OF HOOD ® 6'-6" AFF. D. FIRE SUPPRESSION SYSTEM FOR HOOD SHALL BE ANSUL WET CHEMICAL TYPE FIRE EXTINGUISHING SYSTEM IN COMPLETE CONFORMANCE WITH NFPA 96 AND UL300. SYSTEM SHALL BE CONTAINED IN A STAINLESS STEEL COMPARTMENT LOCATED AT END OF HOOD. E. EXHAUST FAN SHALL BE UP —BLAST AND U.L. APPROVED FOR GREASE EXHAUST, WITH DISCHARGE A MINIMUM 40" ABOVE ROOF. F. EXHAUST FAN ROOF CURB PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. REFER TO SPECIFICATIONS. G. HOOD SHALL BE PROVIDED WITH ADDITIONAL CONTACTS TO ENABLE SYSTEM TO BE INTERLOCKED WITH THE ROOFTOP UNIT SERVING THE SPACE. H. ANSUL COMPARTMENT CONTROLS SHALL BE INTERLOCKED TO SHUT DOWN THE ROOFTOP UNIT SERVING THE SPACE UPON ACTIVATION OF FIRE SUPPRESSION SYSTEM. I. MECHANICAL CONTRACTOR SHALL COORDINATE WITH ENERGY MANAGEMENT CONTRACTOR ALL WIRING BETWEEN EXHAUST FAN, ROOFTOP UNIT AND HOOD. IF ADDITIONAL INFORMATION IS REQUIRED, CONTACT THE RUBY BELL CORPORATION AT (417) 485-3141. CODE COMPLIANCE NOTES 1. CAPTIVE—AIRE KITCHEN EXHAUST HOODS ARE DESIGNED AND MANUFACTURED IN COMPLIANCE WITH NFPA 96. HOODS ARE TESTED AND LISTED IN ACCORDANCE WITH UL 710 (FILE MH12106). ALL HOODS BEAR THE UL LABEL. 2. CAPTIVE—AIRE KITCHEN EXHAUST FANS ARE DESIGNED AND MANUFACTURED IN COMPLIANCE WITH NFPA 96. FANS ARE TESTED AND LISTED IN ACCORDANCE WITH UL 705 AND UL 762. ALL FANS BEAR THE UL LABEL. 3. CAPTIVE—AIRE KITCHEN EXHAUST HOOD FIRE SUPRESSION SYSTEMS ARE DESIGNED AND MANUFACTURED IN COMPLIANCE WITH NFPA 17A, AND 96. FIRE SUPRESSION SYSTEMS ARE TESTED AND LISTED IN ACCORDANCE WITH UL 300. _2 I I I I I I RTU-45 20 TON 40 kW 4000 S/A I 400 O/A DB _+_I µ— I 2 � M4 E J �_;J� CABINET FAN WITH TGW 12/10 TOP OF GRILLES 9'-6"AFF DAIRY COOLER CEILING GRILLE AND LOCK -UP VERTICAL OUTLET ROOM ABOVE CEILING ------------------------------ EF—G4 I � i STOCKROOM 0- IT �— 1, I GTS2 I GHS2 — I I r RUN DUCT TIGHT Rvv AN I �i \4 � I � OQ00-S-/� 5000 O/A I I I I II\ /II I I I I I .I \I I� SKYLIGHT (TYPICAL) 7, �4 III /-20/10 R/A DUCT I E`JETRATING jA CHASE WALL (TYP OF 9) KEEP TRANSITION AS � I � 24/24 R/A IN BULKHEAD. REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS. II\ /II \ / I I I R/A AT ------� BOTTOM OF CASE / (TYPICAL) I\ /I ICE CREAM FREEZER 1 — 1� DELI �I R I IJI I I I I I I I I RE: 1-GM1 REAR GROCERY HVAC PLAN 1 1/ 8"= 11— 0" SANFORD, FL WAL* MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 1OTH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: REAR GROCERY HVAC PLAN a Drawn By: Checked By: Lx-. Revisions: a Project Number: 99127 Date: 03 OCTOBER, 2000 GM2 Copyright i O 2 GM RTU-11 VALVE AND CAP " 1-1 4GAS REFER TO SHEET GP4 / REFER TO SHEET GP1 " ' © 14-0FOR FUTURE FOR CONTINUATION 10/8 GREASE 10 TON CONNECT FULL SIZE FOR CONTINUATION NO HEAT R/A PLENUM TO RAG. (RE: 1—GP4) FD8 co 1-1/2"V S846 SB48 SB21 EH—SB1 EXHAUST DUCT 3500 S/A TRANSITION &OFFSET SYSTEM SB19 B21 I'3"�/ rS1350 O/A AS REQUIRED. 1 2' 1 1-1 /2 V SB17 - FS1 SS1 13'-4" /[ANSUL COM��TMENT I I _ / — _ _ Q i— �/ — _ _ 1„ _— .. .. 1-1/2 V _ 4- _ 4 — I— x 14" CD3 ®❑00� ` ❑ ® X I L �J 1 /2" ®❑ ❑ i SB46 rl- - J ���IF I I �R� �( I� ❑ i, + -+TI-- —► ---t �r---- I- 00 0 ,�' X r—, r ® — ------r----T- - -ram-T--r�,-----4- -, 3 875 , 48 2 (TYP OF 4) EF—SB1 RAG I 1 I 20/181 I r----� ❑,CT, ❑ ❑---- I t/ �I I ❑.� O n ROUTE HORIZONTAL 2 DUCTWORK JUST ABOVE CD3 r--=----�� SEATING AREA CEILING r-----=�i 500 Z(TYPlOF 4)ii---� !- �a 16 I I I® I SKYLIGHT (TYPICAL) S9 H VAC PLAN ,3 8 1 " = 1'-0" / NO 90 DEGREE BENDS ALLOWED. NO MORE THAN 2-45 DEGREE RADIUS BENDS PER TURN ARE ALLOWED IN EXHAUST DUCT FOR CANOPY HOOD. GREASE EXHAUST HOOD RTU-9 3 5 TON 20 kW ?000 S/A 200 O/A 2 GM CO2 BUILT—IN 3" AIR SPACE ON BACK OF HOOD -----. RE: SCHEDULE FOR HOOD SIZE --' INTEGRAL DRIP TRAY 48" BACKSPLASH (PROVIDE FULL LENGTH BACKSPLASH IF REQUIRED BY I� JOIST I i F I I FL --I-I r- ICOOKING IEQUIPMENTI AUTHORITY HAVING III FLOOR JURISDICTION) 6" MINIMUM ON OPEN SIDES NOTE: TOTAL EXHAUST HOOD ANSUL FIRE PROTECTION SYSTEM BY SYSTEM TO BE IN COMPLETE— WAL*MART, MECHANICAL CONTRACTOR CONFORMANCE WITH NFPA-96, UL300 SHALLBERESPONSIBLE FOR ALL AND ALL LOCAL CODE REGULATIONS. PERMITS AND TESTING REQUIRED. —FIRE SUPPRESSION SYSTEM MANUAL RELEASE STATION PROVIDED WITH HOOD. (INSTALL MINIMUM 10'-0" FROM HOOD.) `—COORDINATE RETURN DUCT WITH STRUCTURE HIGH WALL AND ASSOCIATED ANGLE BRACING. BLANK OFF UNIT RETURN AIR A 7 OPENING A MAXIMUM OF 3" IN THE SHORT DIMENSION (IF REQUIRED) TO AVOID WALL PENETRATION GREASE EXHAUST FAN HINGED BASE ON VENTED CURB GREASE EXHAUST DUCT 16 GAUGE BLACK STEEL, WELDED LIQUID TIGHT COORDINATE AS REQUIRED UP THROUGH STRUCTURE. FIRE RATED DUCT WRAP RE: SPECIFICATIONS STAINLESS STEEL ENCLOSURE PANELS CEILING LIGHTS 16" U.L. CLASSIFIED BAFFLE —TYPE GREASE FILTERS 6 EXHAUST HOOD NTS O4.03.00 MM10 1/2" 2 WATER PLAN RE: 1—GP6 / 1" SB21 1/2" SB48 _3/4» / SB46 \ .' _ '• ROUGH —IN AT 3/4" SB19 1 /2"_ 20" AFF BELOW 3/4" COUNTER SB29 SB12 —THERMOSTATIC MIXING VALVE FOR HAND SINK 110° HOT WATER (LOCATE ABOVE CEILING) �,- WATER RISER DIAGRAM I NOT TO SCALE SNACK BAR EXHAUST HOOD AIR BALANCE SCHEDULE HOOD AHU HOOD EXHAUST O/A CFM MARK LOCATION CFM NOTES SNACK AHU-1 EH—SB1 BAR 900 900 A,B NOTES: A. HOOD SWITCH SHALL ENERGIZE EXHAUST FAN. GROCERY AIR HANDLING UNIT (AHU-1) IS A CONSTANT FAN UNIT PROVIDING CONTINUOUS EXHAUST HOOD MAKE—UP AIR. B. UPON ACTIVATION OF FIRE SUPPRESSION SYSTEM, THE HOOD EXHAUST FAN SHALL CONTINUE TO RUN. SB29 SS1 1/2" SB13 :• ROUTE FILTERED WATER SUPPLY FROM SB29 IN CABINET UP THRU CABINET TOP TO EQUIPMENT. COORDINATE ALL FINAL CONNECTIONS WITH EQUIPMENT SUPPLIER (TYP OF 3) SNACK BAR EXHAUST HOOD & FAN SCHEDULE EXHAUST FAN HOOD MANUFACTURER SIZE FAN MANUFACTURER EXT. HP ELECTRIC MARK LOCATION MODEL LENGTH WIDTH HEIGHT MARK MODEL CFM S.P. DRIVE I V/PH/Hz NOTES SNACK CAPTIVE—AIRE CAPTIVE—AIRE 1/3 A, B, C, D, E, EH—SB1 I BAR #3924ND WALL MOUNT 6'-0" 3'-3" 2'-0" 1 EF—SB1 NCA14BFT 1 900 0.6" BELT 120/1/60 F, G, H NOTES: A. HOOD & FAN FURNISHED BY WAL*MART, ROUGH —IN AND FINAL CONNECTIONS BY MECHANICAL CONTRACTOR. B. HOOD PROVIDED WITH INTEGRAL DRIP TRAY, LIGHTS, STAINLESS STEEL U.L. LISTED GREASE FILTERS, PRE —WIRED CONTROL PANEL, STAINLESS STEEL BACKSPLASH AND STAINLESS STEEL ENCLOSURE PANELS UP TO CEILING. C. MOUNT HOOD WITH BOTTOM OF HOOD © 6'-6" AFF. D. FIRE SUPPRESSION SYSTEM FOR HOOD SHALL BE ANSUL WET CHEMICAL TYPE FIRE EXTINGUISHING SYSTEM IN COMPLETE CONFORMANCE WITH NFPA 96 AND UL300. SYSTEM SHALL BE CONTAINED IN A STAINLESS STEEL COMPARTMENT LOCATED AT END OF HOOD. E. EXHAUST FAN SHALL BE UP —BLAST AND U.L. APPROVED FOR GREASE EXHAUST, WITH DISCHARGE A MINIMUM 40" ABOVE ROOF. F. EXHAUST FAN ROOF CURB PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. REFER TO SPECIFICATIONS. G. ANSUL COMPARTMENT CONTROLS SHALL BE INTERLOCKED TO SHUT DOWN THE ROOFTOP UNIT SERVING THE SPACE UPON ACTIVATION OF FIRE SUPPRESSION SYSTEM. H. IF ADDITIONAL INFORMATION IS REQUIRED, CONTACT THE RUBY BELL CORPORATION AT (417) 485-3141. CODE COMPLIANCE NOTES 1. CAPTIVE—AIRE KITCHEN EXHAUST HOODS ARE DESIGNED AND MANUFACTURED IN COMPLIANCE WITH NFPA 96. HOODS ARE TESTED AND LISTED IN ACCORDANCE WITH UL 710 (FILE MH12106). ALL HOODS BEAR THE UL LABEL. 2. CAPTIVE—AIRE KITCHEN EXHAUST FANS ARE DESIGNED AND MANUFACTURED IN COMPLIANCE WITH NFPA 96, FANS ARE TESTED AND LISTED IN ACCORDANCE WITH UL 705 AND UL 762. ALL FANS BEAR THE UL LABEL. 3. CAPTIVE—AIRE KITCHEN EXHAUST HOOD FIRE SUPRESSION SYSTEMS ARE DESIGNED AND MANUFACTURED IN COMPLIANCE WITH NFPA 17A, AND 96. FIRE SUPRESSION SYSTEMS ARE TESTED AND LISTED IN ACCORDANCE WITH UL 300. TO SHEET GP1 CONTINUATION 1 WASTE AND VENT PLAN 1/ 8" = 1'-0" r., I > 1,. 2"V,' I i I Mid I , 3"V, ;' i 2"V 1— 1 /2"V 1 ,' 13 V I 3 HENOERSON ENGINEERS INC. ��' I I I SS1 4» 11627 W. 79TH STREET RE: 1—GP3 > I I RE: 1—GP3 LENEXA, KS 66214 1 3 V i SB21 , FS1 3"V i FS$ 4 FD-1 BRR JOB NUMBER: 96200199/072800 4" G� 3 RE: 1—GP3 SB46 FCO 4„ 4 FD8 I 1-1 /2"V I FD8 3 IWAL^ ART _lU I SB19 FCO FD8 , 2Fco 4„ EXPANSION 4" FD8 4" 4" 3° s STORE # 857 FCO RE: 1—P2 4 WASTE & VENT RISER DIAGRAM NOT TO SCALE RADIO GRILL PLUMBING EQUIPMENT CONNECTION SCHEDULE MARK FIXTURE BRANCH SIZES (MINIMUM) ROUGH —IN NOTES CW HW WASTE VENT REQUIREMENTS S131 ICEE DISPENSER 1/2" IND. 1/2" CW: ROUGH —IN © 1" AFF A, B, C, G, I, 5/8" WASTE: ROUGH —IN @ 6" AFF J, N S139 COFFEE BREWER 1/2" A, B, C, G, I SB12 BEVERAGE 1/2" IND. PROVIDE BACKFLOW PREVENTER ON WATER LINE A, B, C, G, DISPENSER SERVING CARBONATOR PER LOCAL CODE REQUIREMENTS I, K, 0 SB13 ICE MAKER 1/2" IND. 1/2" CW: ROUGH —IN ® 79" AFF A, B, C, G, 3/4" WASTE: ROUGH —IN Q 47" AFF H, M SB17 HOT FOOD IND. A, B, L WARMER SB19 COUNTERTOP 1/2" 1/2" 1-1/2" 1-1/2" 1/2" HW & CW: ROUGH —IN © 9" AFF A, B, D, E HAND SINK 1-1/2" WASTE: ROUGH —IN ® 14" AFF SB21 3—COMPARTMENT 3/4" 3/4" 3" 2" 3/4" HW & CW: ROUGH —IN @ 18" AFF A, B, C, 0, SINK 3" WASTE: ROUGH —IN @ 22" AFF P SB28 WATER FILTER 1/2" 1/2" CW: ROUGH —IN ® 78" AFF A, B, C, F (ICE MAKER) SB29 WATER FILTERS 3/4" 3/4" CW: ROUGH —IN @ 20" AFF INSIDE DRINK CABINET A, B, C, F SB40 CAPPUCCINO 1 /2" A, B, C, G, I DISPENSER SB46 HAND SINK 1/2" 1/2" 2" 1-1/2" 1/2" HW & CW: ROUGH —IN @ 9" AFF A, B, D, E (WALL MOUNTED) 2" WASTE: ROUGH —IN @ 12" AFF SB48 PREP SINK 3/4" 3/4" IND. 3/4" HW & CW: ROUGH —IN @ 18" AFF A, B, C, P NOTES: (ALL EQUIPMENT MAY NOT BE USED.) A. REFER TO WAL—MART SUPPLIED EQUIPMENT INFORMATION FOR ACTUAL ROUGH —IN REQUIREMENTS. B. EQUIPMENT & TRIM FURNISHED BY WAL—MART, ROUGH —IN & FINAL CONNECTIONS BY PLUMBING CONTRACTOR. C. PLUMBING CONTRACTOR SHALL PROVIDE SHUT—OFF VALVES. D. PROVIDE 1-1/4" P—TRAP WITH CLEANOUT PLUG AND ESCUTCHEON. E. PROVIDE CHROME PLATED ANGLE SUPPLY, FLEXIBLE RISER, AND WHEEL HANDLE WITH ESCUTCHEON. F. PLUMBING CONTRACTOR SHALL MAKE FINAL PLUMBING CONNECTIONS DOWNSTREAM OF WATER FILTERS. G. PROVIDE DUAL —CHECK BACKFLOW PREVENTER (WATTS #7 OR EQUAL) ON COLD WATER SUPPLY. H. PLUMBING CONTRACTOR SHALL PROVIDE 1/2" FILTERED WATER SUPPLY FROM S1328. I. PLUMBING CONTRACTOR SHALL PROVIDE 1/2" FILTERED WATER SUPPLY FROM S1329. J. PLUMBING CONTRACTOR SHALL PROVIDE 5/8" INDIRECT DRAIN LINE TO FUNNEL DRAIN. K. PLUMBING CONTRACTOR SHALL PROVIDE 1" INDIRECT DRAIN LINE TO FUNNEL DRAIN. L. PLUMBING CONTRACTOR SHALL PROVIDE 1/2" INDIRECT DRAIN LINE TO FUNNEL DRAIN. M. PLUMBING CONTRACTOR SHALL PROVIDE 3/4" DRAIN LINE FROM ICE BIN, 5/8" DRAIN LINE FROM ICE MAKER, AND 3/8" CONDENSATE DRAIN LINE TO FUNNEL DRAIN. N. INSTALL SHUT—OFF VALVE PARALLEL TO FLOOR. 0. IF PLUMBING PLAN SHOWS THE 3—COMPARTMENT SINK INDIRECTLY CONNECTED TO FD-5, THEN WASTE ROUGH —IN HEIGHT DOES NOT APPLY. P. PROVIDE CHECK VALVES ON HOT & COLD WATER SUPPLIES. Q. NO COPPER OR BRASS PIPING SHALL BE INSTALLED DOWNSTREAM OF CARBONATOR BACKFLOW PREVENTER. WAL* MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 1OTH STREET ' BENTONVILLE, AR 72712-6489 Sheet Contents: RADIO GRILL MECHANICAL PLANS ' & DETAILS ' Drawn By: ; Checked By: IeT- Revisions: Project Number: 99127 Date: 03 OCTOBER, 2000 Gm Copyright i SLOPE 15.701 �— L 15.704 15.705 15.704 TOP OF BOX 36" MINIMUM EVAP. FAN/ COIL BOX WALL � UNIT SHORT RADIUS TRAP SHALL BE ONE—PIECE CONSTRUCTION. HOLD AS HIGH AS POSSIBLE. DRAIN PAN UNION —�� SCHRADER VALVE 3/4" COPPER DRAIN LINE + 3/4' PVC (W/HEAT TAPE & INSULATION IN FREEZER BOXES) PVC DRAIN TRAP OUTSIDE 15.704 1 15.700 3/4" COPPER TO 3/4" PVC CONNECTION OUTSIDE OF WALL AIR BREAK 41 2" PVC DRAIN HEADER 3 EVAPORATOR FAN/COIL UNIT NTS 03.27.00 MR02 REFRIGERAT ELECTRICAL MOUNTED ( 71- - .A9/A 1 A7 �, / �A5/A6— MTD-4 LTB-5 SME130B 4 LWU138 R2 .-- PARENT LTB-1 LTA-6 RMZC30 RMZC30 --------- - - -- -T -- - - - --------------------=-- Tt 132 -I —7 i I I — — I I D1----------- tl I '/-- — — LTB-2 RMZC30 RE: 11=R2 LTA-12 RM ZC30 LTB-6 LWU138 END LTA-9 i MEAT i PREP MTC-11 M5G MTD-5 0 WK1800 + U 0 U RMZC30 i i 4 i t------- --------------------- - - - -r-------\--- - - - - - - - - - - - - - - - - - - -I-All Al2-�- � � -------- --- ------------ I I a--------- ----------------------------------- ♦ ------ 1�i . - � LTA-8 I LTA-11 2 LTA-10 LTA-5 RMZC30 RMZC30 R1 RMZC30 RMZC30 R2 7EN �-MTC10 MSG �- --% !3i85 i MEAT J ; LTB-5 i 15.712 HOLDING ��; 00 (0 � I /,' p U V U N PARENBT i i MTC-9 '' m r- Lo MTC-10 i WKE130B 0 U U 01_� , I , M50 i rn¢ LTB-5 i MTC-8 - I Q 15.712 LW8 -�T M5G - - - - - - - ---------------- - - - - - - - - - -- -- - - - - - -- ----- - -- I I I r� A7 -- --- ------------- y--------------- -------------------------- ---- I LTA-7 LTB-2 RMZC30 RMZC30 MTD-2 L6DM i 2 R1 MTD-1 L6DM L SEAFOOD 2 1- --- MTC-8 COOLER �- 0 M5G - �,n L I\I o (.)1 LWU138 ,� �� U U I-J MTC- 7 15.711 LTB-1 LLM ,� p RMZC30 RUN LINES IN BASE OF CASE d� ! m o co CT e6\ o II 8� 15.707 -� 133— 55--- m N Nm I 15.700 LTB-3 I SME130B A5/A6 A11 /Al2 A9/A10/A8 I SEAFOOD FREEZER (TYPICAL) MTC-7 V I - [I[[-� - �LLF -� r�: I ► I I ' Ll 4 i R2ZI LTA-3 1000RL I_TA- 4 RMZC30 o� a t� m U Y o U Q m TOMPRESSOR I HOUSE #1 rT,�\ RE: -71—R2 SHIM COMPRESSOR HOUSE TO LEVEL AFTER INSTALLATION REFRIGERATION LINES PENETRATE BUILDING AT 7'-2" ABOVE CONCRETE EQUIPMENT PAD (RE: R3, R4) 1 E. RACK REFRIGERATION PIPING JUST BELOW BAR JOIST (TYPICAL) 15.701 NOTE: THE WORK ON THIS SHEET IS NOT PART OF THE GENERAL CONTRACTOR'S CONTRACT AND IS FOR INFORMATION ONLY. PRODUCE PREP KEYNOTES �0Q ?ITCH _ PVC ^IDENS,1TE SRAIN ?rR 0 FEET TOWARD DRAIN. PROVIDE COPPER PIPING N C WITH ELECTRIC HEAT TAPE AND INSULATION ON MTC-2 j j 6 CONDENSATE, LINES EXPOSED TO FREEZING. 031M MTC - 5 '� \ / l / / / �✓ � 6 U Q 15.701 PITCH REFRIGERANT LINES BACK TO I �\ / I 01 U ___ NEBCH ____ / COMPRESSORS AT 1" PER 20 FEET. LOCATE L I HIGHEST POINT OF REFRIGERANT LINES JUST _ BELOW BOTTOM OF JOIST. ROUTE THROUGH WEBS � / IN JOIST GIRDER WHERE POSSIBLE. NEBCH ! � ���_�� \ / r--------- ------------------ MTC-6 B3A3 I / 15.704 PROVIDE AIRTIGHT SEAL AROUND PIPING AND BOLT PENETRATIONS THRU COOLER/FREEZER BOX WALLS OR CEILINGS. PRODUCE 15.712 � �� � MTC-4 / / �� _ -- ���� 15.700 C0i COOLER � -- �I � � 15.705 SUPPORT EVAPORATORS WITH BOLTS THRU ROOF L6DM i TO 1 5/8" X 1 5/8" X 10 FT. LONG 14 GA. I / , I �� I t., ` I GALVANIZED UNISTRUT SPANNING THREE DO NOT ATTACH - - - - - - MTD-3 COOLER/FREEZER CEILING PANELS. PROVIDE -- ----------- 4 �- - - - RUN LINES IN I UNISTRUT TO CASE --- --- � -- WK210A DOUBLE NUTS ON EACH BOLT. DROP PIPES IN WALL ��I R2 BASE OF CASE Q �, (TYPICAL) 15.712 TYPICAL - - 15.707 TERMINATE 2 CONDENSATE DRAIN OVER FLOOR ( )_ ' DRAIN OR SERVICE SINK. .O MTC-3 I N -�- • ❑ I I i 15.710 COORDINATE WALL OPENINGS FOR REFRIGERATION 0 III �. R_ i SM108A X C� _ LINES WITH ARCHITECTURAL &STRUCTURAL. DELI 15.700 15.707 DROP LINES 15.707 15.711 INSTALL WAL-MART FURNISHED MISTING SYSTEM COOLER l r DOWN IN CHASE-C6 C6 % INCLUDING CONTROL BOX. REFER TO PLUMBING I C4 \ 4 5 5 4 DRAWINGS FOR SUPPLY WATER CONNECTION TO C3 C2 C3 C2 I / CONTROL BOX. C2 ClCO - A2 % - - A2 A2 15.712 REFRIGERANT LINES IN PVC PIPE BELOW FLOOR. _\ 15.707 , j� -� Al LTA-1 PVC PIPE PROVIDED BY GENERAL CONTRACTOR. REFRIGERATION SUCTION LINES SPACED BOLTS TO FLOOR ONLY 15.700 I I LLE136C 8 O.C. MOUNTED ON UNISTRUT (TYPICAL) DELI FREEZERL, ] __ I BAKERY GENERAL NOTES Fn�� L_ - - FREEZER LINE RACKING BEHIND - - � - - - °° / B LTA- 2 O 2REFRIGERATED MTC-1 BAKERY1. REFRIGERANT SUCTION AND LIQUID LINES ARE SHOWN BOXES SME130B WK100A COOLER COMBINED AS A SINGLE LINE PER CIRCUIT, REFER TO NTS 10.15.99 MR01 I I I REFRIGERATION SCHEDULES FOR SIZES. i %a I -- -------------------- 2. AT ALL POINTS WHERE SUCTION LINES RISE 48" OR 4 MORE, PROVIDE A SHORT RADIUS SUCTION LINE TRAP AT O 2 0 1 0 THE BASE OF THE RISER. 3. PROVIDE PVC DRAIN LINE FROM EACH CASE DRAIN SAME SIZE AS CASE OUTLET TO FLOOR DRAIN. 4. PROVIDE INTERMEDIATE SUCTION LINE TRAP IN WALL OR �j FRONT REFRIGERATION PLAN VOID SPACE AT THE MIDPOINT OF A SUCTION LINE DROP WHICH EXCEEDS 16'-0". REFER TO INTERMEDIATE 1/8" = 1' -0" SUCTION LINE TRAP DETAIL, 5. NEUTRALIZATION WALLS ARE SHOWN ON THE ARCHITECTURAL DRAWINGS. REFER TO NEUTRALIZATION WALL PENETRATION DETAIL. L SANFU'RD, FL WAL* MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 10TH STREET BENTONVILLE, AR 72712--0489 i Sheet Contents: ' FRONT . REFRIGERATION PLAN ; Drawn By: Checked By: Revisions: - Project Number: 99127 . Date: 03 OCTOBER, 2000 R1 Copyright i REFRIGERAN- SPACED 4' MOUNTED 01 (TYPICAL) INTERMEDIATE S LINE TRAP AT MIDPOINT OF RI REFRIGERATED CASE (TYPICAL) 2 I I I INTERMEDIATE SUCTION LINE TRAP 4 NTS O4.03.00 MR05 ELEVATION PVC JACKET FOR ALL REFRIGERATION LINES EXTERIOR SUILDING 'TYPICAL; PIPING INSULATION (BEYOND)-- ✓ OUNTED 1ASE STUDS �— CUSH—A—CLAMP FIRMLY CLAMPED TO PIPE (TYPICAL) WALL OR BUILDING STRUCTURE—"�' P LAN 5/8" x 1 5/8" GALVANIZED UNISTRUT P-1000, 10'-0" MAXIMUM ON CENTERS 3 VERTICAL REFRIGERANT LINE SUPPORT NTS O4.03.00 MR04 NYLON WIRE TIE (PANDUIT #BT4LH-1) (TYPICAL) SCHEDULE 40 PVC PIPE PIPING INSULATION AT EACH NYLON WIRE TIE, APPROX. 10" LONG (I.D. OF PVC PIPE APPROX, SAME AS O.D. OF INSULATION i v IVI I U ) I I 6\� U' wK1800' I KEYNOTES e,\ ; _ N 7 O 0 m /'- LTB-7 \0.)P CO m m 15.700 PITCH 2" PVC CONDENSATE DRAIN 1" PER 10 /• PIPING INSULATION i \ 00 LWU138 ' MTC-11 c� v c`c� / o r � PARENT � ' M5G � °A,(-) `� �' � � o FEET TOWARD DRAIN. PROVIDE COPPER PIPING _ \v ��I �.�� I r WITH ELECTRIC HEAT TAPE AND INSULATION ON r RE: 1—R1 RE: 1—R1 CONDENSATE LINES EXPOSED TO FREEZING. 15.701 PITCH REFRIGERANT LINES BACK TO 1 5/8" x 1 5/8" GALVANIZED TIGHT TO UNISTRUT COMPRESSORS AT 1" PER 20 FEET. LOCATE HIGHEST POINT OF REFRIGERANT LINES UNISTRUT P-1000, 10' —0" BELOW BOTTOM OF JOIST. ROUTE THROUGH WEBS MAXIMUM ON CENTERS. IN JOIST GIRDER WHERE POSSIBLE. NOTE: FOR OVERHEAD LINES, UNISTRUT HORIZONTAL, TRAPEZE HUNG FOR PIPING BEHIND CASES, UNITSTRUT VERTICAL, WALL —MOUNTED 15.707 TERMINATE 2" CONDENSATE DRAIN OVER FLOOR DRAIN OR SERVICE SINK. 2 HORIZONTAL REFRIGERANT LINE SUPPORT REAR REFRIGERATION PLAN 15.710 COORDINATE WALL OPENINGS FOR REFRIGERATION NTS 03.15.00 MR03 LINES WITH ARCHITECTURAL & STRUCTURAL. 15.712 REFRIGERANT LINES IN PVC PIPE BELOW FLOOR. PVC PIPE PROVIDED BY GENERAL CONTRACTOR. \1 BRR JOB NUMBER: 96200199/072800 STORE # 857 SANFORD, FL WAL* MART STORES INC. SAM M . WALTO N DEVELOPMENT COMPLEX 2001 SE 1OTH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: REAR REFRIGERATION PLAN Drawn By: • Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER, 2000 No Copyright BRR JOB NUMBER: 96200199/072800 STORE # 857 SANFORD, FL WAL* MART STORES INC. SAM M . WALTO N DEVELOPMENT COMPLEX 2001 SE 1OTH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: REAR REFRIGERATION PLAN Drawn By: • Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER, 2000 No Copyright Customer: WaI*Mart Supercenter Store No.: 857 Location: Sanford, FL KYSOR//WARREN Sales & Service : (888) 899-9184 En ineerin 800 866-5596 Prepared By: Kimberly Bizzell Quote No.: 527420 Date: 8/25/00 Order No.: Version : 192 EXP Right Hand Standard Proto as of 6 30 00 5vstem Information No. Model 1 06CCO18 2 06CC228 3 06CC550 4 06CC665 5 06CC665 6 7 8 Total HP Capacity (btuh) RLA 5.0 22,852 9.6 7.5 30,584 14.9 15.0 57,4241 23.0 20.0 74,2171 36.0 20.0 74,2171 36.0 67.51 259,294 Refrigeration Information Refrigerant R-22 Suction Temp. 'F -22 Condensing Temp. 'F 120 Req'd Capacity (btuh) 233,592 Available Capacity (btuh) 259,294 Req'd S'cooler Cap. (btuh) 60,889 % Excess Capacity 11.00% THR (btuh) 390,120 Available HR btuh 195,060 C'7r�+„I1Infnrmnfinn Rack A TC500-068-DL-4-NHE-A Compressor Specifications Contactor Circuit Breaker Wire Size Unloader or Inverter Suction Filter Disch Vibrasorb New Model FPI TD Weight No. Fans 42BF35AK TED134020WL 14 YES BRL-052 10 15 1580 4 42BF35AK TED134030WL 12 YES For Racks: A Discharge Header Size 42BF35AK HH83XB414 10 1 1 YES 42CF35AK HH83XB437 6 1 ES 42CF35AK HH83XB437 6 YES Physical Information Rack Dimensions (depth x length) 43" x 153" Rack Weight Receiver Type Horizontal Receiver Dimensions (dia x Ig) 12 3/4" x 122" Receiver Pump Down Capacity * 473# * ® 80% full and 90' liquid. ***NON -LOOP PIPING Condenser Specifications Size FLA MCA 110" x 55" 13.2 14.03 Rack Components Discharge Line Size (2) 1 3/8, Oil Separator S-5202 Discharge Regulator N/A Heat Reclaim Valve(s) I H2O - 12D13B Split Cord Valve(s) Solenoids - 50/50 Drop Leg Line Size (2) 1 1/8 Drop Leg Press Reg Valve ORIT-15 65-225 Liquid Line Drier C144X Sight Glass 1 1/8 Liquid Header Size Hot Gas Header Size N/A Suction Cross -over Size N/A Subcooler Model SC7 - FP5X12-30 Subcooler TX Valve(s) (2) Sporlan Misc. ' 7725 Suction Accum. 46 Total Heat of Available Heat MOPDRe' ction (btuh) Reclaim (btuh 15 390,120 195,060 60 3 SINGLE PT. MCA 472 MOCP 600 Power Specifications Rack ICond Line Voltage 460/60/3 460 60 Control Volta e 208/60/1 208 60/ 460V Electrical Rati g Minimum Circuit Ampacity 128.5 Maximum Overcurrent PD 150 208V Electrical Rating (Two Feeds) Novar MCA 1.25 Novar MOPD 15 Controls MCA 12 Controls MOPD 15 Controller Type Compressors Novar Defrost Novar Condenser Novar Line -Up Information Electrical Circuit Control Values Suction (ods) liquid (ods) Ckt No. Size I Model C rcuit Description Heat Exchanger TX Valve Load BTUH Eva 'F) Defrost Fan volts) Fan (amps) Lights (amps) A/S (amps) Defrost (amps)* Liquid Solenoid Suction Control Est. Horiz. Run (ft) Vert. Riser Horiz. Trunk Horiz. Branch Main Branch 1 15 x 29 x 10 2 LLE-136C Bakery Freezer None EGVE-1 1 2-ZP 23,800 -20 Electric 208 1 8.80 -- -- 23.0 3? MB10 SORIT-15 149 1 1/8 1 3/8 1 2 2 9 x 15 x 10 SME-130B Deli Freezer None EGVE-1-1 2-ZP 10,200 -20 Electric 208 1 3.30 -- -- 15.7 1? M810 SORIT-12 242 7 S 1 1 8 1 2 3 HOWE 1000RL Ice Machine None 9,500 +05 Off Cycle -- -- -- -- -- SOV SOV 88 5/8 7/8 1/2 4 5 D RMZC30 - 5DRS Reach In Frozen Seafood None 7,340 -11 Electric 115/1 1.70 2.91 10.47 16.83 (1?) M610 SORIT-12 108 5 8 7/8 1/2 5 5D 5D 4D 3D RMZC30-17DRS M/D Reach -In Freezer None 25,116 -11 Electric 115 1 5.78 10.18 35.70 35.1 (3?) MB10 SORIT-12 99 1 1/8 1 3/8 1/2 6 5D 5D 4D RMZC30-14DRS M/D Reach -in Freezer None 20,572 -11 Electric 115/1 4.76 8.24 29.26 29.2 (3?) MB10 SORIT-12 100 7/8 1 1/8 1/2 7 5D 5D 4D RMZC30-14DRS M D Reach -In Freezer None 20,572 -11 Electric 115 1 4.76 8.24 29.26 29.2 3? MB10 SORIT-12 125 7/8 1 1 8 1/2 8 5D 5D 4D 3D RMZC30-17DRS M/D Reach -In Freezer None 25,116 -11 Electric 115 1 5.78 10.18 35.70 35.1 3? M810 SORIT-12 137 1 178 1 3 8 1/2 9 5D 5D 4D 3D RMZC30-17DRS M D Reach -In Freezer None 25,116 -11 Electric 115 1 5.78 10.18 35.70 35.1 3? MB10 SORIT-12 117 I 1 8 1 3 8 1/2 10 5D 5D 4D RMZC30-14DRS M/D Reach -In Freezer None 20,572 -11 Electric 115 1 4.76 8.24 1 29.26 29.2 3? MB10 SORIT-12 118 7/8 1 1 8 1/2 11 5D 5D 4D RMZC30-14DRS M/D Reach -In Freezer None 20,572 -11 Electric 115 1 4.76 8.24 29.26 1 29.2 3? M810 SORIT-12 143 7/8 1 1/8 1/2 12 5D 5D 4D 3D RMZC30-17DRS M D Reach -In Freezer None 25,116 -11 Electric 115 1 5.78 10.18 35.70 35.1 3? MB10 SORIT-12 155 1 1 8 1 3 8 1/2 13 Spare Circuit SOV SOV Total req d btuh 233,592 -20 Revisions Rev Description Date B Updated walk-in cooler and freezer loads. 6 00 kowb Customer: Wal*Mart Supercenter Store No.: 857 Location: Sanford, FL nformation No. Model HP Capacity (btuh) RLA 106CC018 5.0 21,153 9.6 2 06CC337 10.0 38,574 16.6 3 06CC675 20.0 77,811 36.0 4 06CC675 20.0 77,811 36.0 5 6 7 8 Total 55.0 215,349 Refrigeration Information Refrigerant R-22 Suction Temp. 'F -25 Condensing Temp. 'F 120 Req'd Capacity (btuh) 190,076 Available Capacity (btuh) 215,349 f eq'd S'cooler Cap. (btuh) 51,557 % Excess Capacity 13.30% THR (btuh) 330,492 Available HR btuh 165,246 r`irt,m+ Infnrmn+inn Compressor Si Contactor 42BF35AK 42BF35AK 42CF35AK 42CF35AK Taditional___N_7777� *All electric defrost 208-230 Volt Subcooled to 50 Degrees ** Shipped Loose for Field Installation KYSOR//WARREN Sales & Service : (888) 899-9184 En ineerin 800) 866-5596 Rack B TC400-055-DL-4-NHD-B fications Circuit Breaker Wire Size Unloader or Inverter Suction Filter Disch Vibrasorb New Model FPI TD Weight No. Fans TED13402OWL 14 YES BRL-052 10 15 1580 4 TED13403OWL 12 YES For Racks : B HH83XB437 6 YES HH83XB437 6 YES Physical Information Rack Dimensions (depth x length) 43" x 123" Rack Weight Receiver Type Horizontal Receiver Dimensions (dia x Ig) 12 3/4" x 104" Receiver Pump Down Capacity * 402# * ® 80% full and 90° liquid. Prepared By: Kimberly Bizzell Quote No.: 527420 Date: 8/25/00 Order No.: Version : 192 EXP Right Hand Standard Proto as of 6 30 00 ***NON -LOOP PIPING Condenser Specifications Size FLA MCA 110" x 85" 13.2 14.03 Rack Components Discharge Header Size Discharge Line Size (2) 1 3/8 Oil Separator S-5202 Discharge Regulator N/A Heat Reclaim Valve(s) H2O - 12D13B Split Cond Valve(s) Solenoids - 50/50 Drop Leg Line Size (2) 1 1/8 Drop Leg Press Reg Valve ORIT-15 65-225 Liquid Line Drier C144X Sight Glass 1 1/5 Liquid Header Size Hot Gas Header Size N/A Suction Cross -over Size N/A Subcooler Model SC5 - FP5X12-22 Subcooler TX Valve(s) (2) Sporlan Misc. 17725 Suction Accum. Total Heat of Available Heat MOPD Rejection (btuh) Reclaim (btuh 15 330.492 165,246 Power Specifications Rack Cond Line Voltage 460/60/3 460/60 Control Voltage 208 60 1 208 60 460V Electrical Rating Minimum Circuit Ampacity 107.2 Maximum Overcurrent PD 125 208V Electrical Rating (Tw Feeds) Novar MCA 1.25 Novar MOPD 15 Controls MCA 12 Controls MOPD 15 Controller Type Compressors Novar Defrost Novar Condenser Novar Line -Up Information Electrical Circuit Control Values Suction (ods) iquid (ods) Ckt No. Size Model ircuit Description Heat Exchanger TX Valve Load (BTUH) Evap ('F) Defrost Fan (volts) Fan (amps) Lights (amps) A (amps) Defrost (amps)* Liquid Solenoid Suction Control Est. Horiz. Run (ft) Vert. Riser Horiz. Trunk Horiz. Branch Main Branch 1 5D 5D 4D 3D RMZC30 - 17DRS M/D I.C. Reach -In None 27,258 -23 Electric 115 1 5.78 10.18 35.70 35.1 3? MB10 SORIT-20 153 1 3/8 1 5 8 1/2- 2 5D 5D 4D 3D RMZC30 - 17DRS M D I.C. Reach -in None 27,258 -23 Electric 115 1 5.78 10.18 35.70 35.1 3? MB10 SORIT-20 191 1 3/8 1 5 8 1/2 3 8 x 17 x 10 SME-130B Seafood Freezer None EGVE-1-1 2-ZP 10,499 -20 Electric 208 1 3.30 -- -- 15.7 1? M810 SORIT-12 179 7/8 1 1 8 1 2 4 2 Ends LWU138 Dual Temp Coffin Ends None 4,050 -20 Electric 115 1 2.80 -- -- 9.2 1? MB10 SORIT-12 70 1/2 5 8 1/2 5 24 LW8& 2 LWU138 Parent Dual Temp Cases None 16,040 -20 Electric 115 1 7.94 -- 1.86 27.89 3? M810 SORIT-12 79 8 & 5 1 1 8 1 2 6 2 Ends LWU138 Dual Temp Coffin Ends None 4,050 -20 Electric 115 1 2.80 -- -- 9.2 1? M810 SORIT-12 80 1/2 5 8 119 7 24 LW8& 2 LWU138 Parent Dual Temp Cases None 16,040 -20 Electric 115 1 7.24 -- 1.86 27.89 3? MB10 SORIT-12 89 8 & 5 1 1 8 1 2 8 17 x 18 x 16 SME-260C lice Cream Freezer None EGVE-2-ZP I 23,555 -20 Electric 208 1 3.60 -- -- 16.0 37 M810 SORIT-12 130 1 '1/8 1 3/8 1 2 9 17 x 30 x 16 BME-390C Grocer Freezer JNone SVE-4-ZP 34,326 -20 Electric 208 1 5.4 -- -- 23.2 3? MB10 SORIT-15 138 1 3 8 1 5 8 1 2 10 End, 12, End LWU90 & LWU138 Parents &uEhd'emp Coffin Case & En s None 12,150 -20 Electric 115 1 7.60 -- -- 33.4 1? M810 SORIT-12 338 8 & 5 1 1 8 1 2 11 2 Ends LWU138 Dual Temp Coffin Ends None 4,050 -20 Electric 115 1 2.80 -- -- 9.2 1? MB10 SORIT-12 153 1/2 5 8 1/2 12 16 2 LWU138 Parent Dual Temp Cases None 10,800 -20 Electric 115 1 6.20 -- -- 32.2 1? MB10 SORIT-12 155 8 & 1 1 1/8 1/2 13 Spare Circuit SOV SOV Total re d btuh 190,076 -23 Revisions Rev Description Date By Updated walk-in cooler and freezer loads. 6 7 00 kowb NOTE: THE WORK ON THIS SHEET IS NOT PART OF THE GENERAL CONTRACTOR'S CONTRACT AND IS FOR INFORMATION ONLY. GENERAL NOTE: THE INFORMATION ON THIS SHEET IS SUPPLIED BY KYSOR WARREN, AND DESCRIBES THE COMPRESSOR RACKS, HOUSES, AND ALL REFRIGERATION CIRCUITS. THE EQUIPMENT WILL BE PURCHASED BY OWNER, AND IS TO BE INSTALLED BY THE REFRIGERATION CONTRACTOR; REFER TO SPECIFICATIONS. CONTRACTOR SHALL VERIFY ALL INFORMATION BEFORE INSTALLATION WITH KYSOR/WARREN. I Iona Motes *All electric defrost 208-230 Volt Subcooled to 48 Degrees ** Shipped Loose for Field Installation 3 Exhaust Air Damper Trolley Rail lights 8' -2" RACK B 1' 6" Lifting Diagram House #1 Operating Weight= 33,180 lbs. Lifting Weight= 30,C �8'-5 11/16" ---, 4'-0 3/4" 50'-2" 225kVA Defrost Transformer Panels 208V NOVAR MDO Flooring CH1L CHIACH1F 450V Contactor Box SWeatmiser CH Panel and Defrost Terminations 2" Wall studs DO NOT PENETRATEH Oversize Map Pocket _Door 12'-4" 2 [--1'-7 1/2" 23 I g» Hot Hot Hot Water Water Water 12'-9" 10'-sift RACK A 1' 6" ki'-7 1/2- 2' f Intake Air Damper BRR JOB NUMBER: 96200199/072800 WAL* MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 1 OTH STREET ! ; BENTONVILLE, AR 72712--6489 �. I, Sheet Contents: i i. REFRIGERATION SCHEDULES Drawn By: Checked By: 0-0- Revisions: Project Number: 99127 Date: 03 OCTOBER, 2000 r� Customer: Wal*Mart Supercenter Store No.: 857 Location: Sanford, FL KYSOR//WARREN Sales & Service : (888) 899-9184 Engineering 800 866-5596 Prepared By: Kimberly Bizzell Quote No.: 527420 Date: 8/25/00 Order No.: Version : 192 EXP Right Hand Standard Proto as of 6 30 00 Svstem Information No. Model 1 06DR820 2 06DR228 3 06DM337 4 06EM450 5 06EM450 6 06EM450 7 8 10 Total Rack C TC600-069-DC-4-NHF-C Compressor Specifications Capacity (btuh) 52,084 RLA 15.7 Contactor 42BF35AK Circuit Breaker TED13403OWL Wire Size 12 Unloader or Inverter Unloader Suction Filter Disch Vibrasorb YES New Model BRL-102 FPI 10 TD 15 Weight 3150 No. Fans 8 69,663 19.8 42BF35AK TED13404OWL 10 YES For Racks: C 90 414 221 42BF35AK TED134045WL 10 YES 111,926 33.9 42CF35AK HH83XA463 8 YES 111,926 33.9 1 42CF35AK HH83XA463 8 YES 111,926 33.9 42CF35AK HH83XA463 8 YES 547,939 Refrigeration Information Refrigerant R-22 Suction Temp. `F +13 Condensing Temp. 'F 120 Req'd Capacity (btuh) 490,571 Available Capacity (btuh) 547,939 Req'd S'cooler Cap. (btuh) 112,721 % Excess Capacity 11.69% THR (btuh) 376,299 Available HR (btuh) 1 388,150 Physical Information Rack Dimensions (depth x length) 43" x 180" Rack Weight Receiver Type Horizontal Receiver Dimensions (dia x I ) 12 3/4" x 148" Receiver Pump Down Capacity 576# * ® 80% full and 90' liquid. ***NON -LOOP PIPING Condenser Specifications Size FLA MCA 220" x 85" 26.4 27.23 Rack Components Discharge Header Size Discharge Line Size (2) 1 5/8 Oil Separator S-5203 Discharge Regulator N/A Heat Reclaim Valves) N/A Split Cond Valves) Solenoids - 50/50 Drop Leg Line Size (2) 1 3/8 Liquid Line Drier C144X Sight Glass 1 3/8 Liquid Header Size Hot Gas Header Size N/A Suction Cross -over Size N/A Subcooler Model SC12 - FP5X12-50 Subcooler TX Volve(s) (2) Sporlan MISC. #7725 Suction Accum. 46 Total Heat of Available Heat MOPDRej ction (btuh) Reclaim (btuh 30 776,299 388,150 60 3 SINGLE PT. MCA 476 MOCP 600 Power Specifications Rack Cond Line Voltage 460/60/3 460/60 Control Voltage____ 208/60/1 208/60 460V Electrical Rating Minimum Circuit Ampacity 167.8 Maximum Overcurrent PD 200 208V Electrical Rating (Twa Feeds) Novar MCA 1.25 Novar MOPD 15 Controls MCA 12 Controls MOPD 15 Controller Type, Compressors Novar Defrost Novar Condenser Novar Circuit Information Line Si king Line -Up Information Electrical Circuit Control Values Euction (ods) Tiquid (ods) Ckt Heat Load Fan Fan Lights A/S Defrost Liquid Suction Est. Horiz. Vert. Horiz. Horiz. No. Size I Model (Circuit Description Exchanger TX Valve (BTUH) Evap ('F) Defrost (volts) (amps) (amps) (amps) (amps)* Solenoid Control Run (ft) Riser Trunk Branch Main Branch 1 7 x 14 x 10 WK-100A Bakery Cooler EGVE-1-C 7,762 +20 Off Cycle 115 1 4.20 -- -- MB10 SORIT-12 208 1 2 7 8 1 2 2 16' 031M Deli Promo Case None 25,392 +15 Electric 115/1 6.00 4.04 3.54 15.4 (1?) MB10 SORIT-15 348 7/8 1 3/8 1/2 3 9 x 15 x 10 SM-108A Deli Cooler EGVE-3 4-C 9,450 +20 Off Cycle 115 1 6.30 -- -- MB10 SORIT-12 306 1 2 7 8 1 2 4 12 8 L6DM - 20 M D Deli None 33,000 +15 Off Cycle 115/1 3.00 9.70 -- -- MB10 SORIT-15 313 7 8 1 3/8 5 8 5 8 8 8 12 NEBCH - 36 Service Deli None 13,860 +20 Off Cycle 115/1 3.70 12.1 -- -- MB10 SORIT-12 287 5 8 7 8 1 2 6 12 12 83A3 Med. Temp Cake None 24,000 +20 Off Cycle 115 1 3.18 2.96 -- -- MB10 SORIT-12 287 7 8 1 1 8 1 2 7 8 8 LLM LLF -16 Service Meat Seafood None 3,680 +15 Off Cycle 115 1 -- 1.20 2.00 -- MB10 SORIT-12 166 1 2 5 8 1 2 8 12 12 M5G -24 M D Fresh Meat None 36,000 +15 Off Cycle 115/1 8.40 9.24 M810 SORIT-15 131 1 1 8 1 3 8 5 8 9 8 x 17 x 10 WKE-130B Meat Holding Cooler None EGVE-1-1 2-C 9,727 +20 Electric 208 1 2.20 -- I -- 17.4 1? MB10 SORIT-12 111 1 2 7 8 1 2 10 12 8 M5G -20 M D Fresh Meat None 30,000 +15 Off Cycle 115/1 7.00 7.68 MB10 SORIT-15 111 7 8 1 1 8 1 2 11 12 12 12 M5G - 36 M D Fresh Meat None 54,000 +15 Off Cycle 115 1 12.60 13.86 -- -- MB19 SORIT-20 56 1 3 8 1 5 8 5/8 12 12 12 L6DM - 24 M D Deli None 39,600 +15 Off Cycle 115/1 3.60 12.60 -- -- M810 SORIT-15 56 1 1 8 1 3/8 5/8 13 12 12 L6DM - 24 M D Deli None 39,600 +15 Off Cycle 115/1 3.60 12.60 -- -- MB10 SORIT-15 102 1 1 8 1 3 8 5/8 14 12 12 12 L6DM - 36 M D Deli None 59,400 +15 Off Cycle 115/1 5.40 18.90 -- -- MB19 SORIT-20 124 1 3/8 1 5/8 7 8 15 2 LWU138 Med Temp Coffin Ends None 14,850 +15 Electric 115/1 2.60 -- 5.62 41.2 1? MB10 SORIT-12 179 5/8 7 8 1 2 16 12 8 8 L6DM - 28 M D Dairy None 40,600 +20 Off Cycle 115 1 4.20 13.10 -- -- MB10 Sorit - 12 167 1 1 8 1 3/8 5/8 17 12 12 L6DMR - 24 IM/D Dairy Rearload None 34,800 +20 Off Cycle 115/1 3.60 12.60 -- -- MB10 Sorit - 12 206 7 8 1 3 8 5/8 18 2 LWU138 Med Temp Coffin Ends None 14,850 +15 Electric 115/1 2.60 -- 5.62 41.2 1? MB10 SORIT-12 201 5 8 7 8 1 2 19 Spare Circuit SOV SOV 20 Subcooling Circuit 2 MB10 PORT 11-11 Total req d btuh 490,571 +15 Customer: Wal*Mart Supercenter Store No.: 857 Location: Sanford, FL Svstem Information No. Model 1 06DM337 2 06EM450 3 06EM450 4 06EM450 5 6 7 8 10 Total Tadiflonalo es *All electric defrost 208-230 Volt Subcooled to 75 Degrees ** Shi2eed Loose for Field Installation KYSOR//WARREN Sales & Service (888) 899-9184 Engineering 800 866-5596 Rack D TC400-055-DC-4-NHD-D Compressor Specifications HP 10.0 Capacity (btuh) '102,083 RLA 22.1 Contactor 42BF35AK Circuit Breaker TED134045WL Wire Size 10 Unloader or Inverter Unloader Suction Filter Disch Vibrasorb YES New Model BRL-092 FPI 10 TD 15 Weight 2480 No. Fans 6 15.0 129,265 33.9 42CF35AK HH83XA463 8 YES I For Rack(s): D 15.0 129,265 3.3.9 42CF35AK HH83XA463 8 YES 15.0 129,265 33.9 42CF35AK HH83XA463 8 YES 55.01 489,878 Refrigeration Information Refrigerant R-22 Suction Temp. 'F +18 Condensing Temp. 'F 120 Req'd Capacity (btuh) 438,660 Available Capacity (btuh) 489,878 Req'd S'cooler Cap. (btuh) 101,159 % Excess Capacity 11.68% THR (btuh) 679,948 Available HR (btuh) 339,974 Circuit Information �Ckt . Size 12 12 12' 2 12 12' 12' 3 21 x16 x I Z 4 8 x17 x10 5 40 x17 x10 6 17 x 34 x 16 8 12' 12 12' 9 28 x65 x11 10 12 12 11 12 Rev I Physical Information Rack Dimensions (depth x length) 43" x 123" Rack Weight Receiver Type Horizontal Receiver Dimensions (dia x Ig) 12 3/4" x 104" Receiver Pump Down Capacity * 402# ® 80% full and 90' liquid. Line -Up Information Model C rcuit Description Heat Exchanger TX Valve L6DM -36 M D Produce None L6DM -36' DA/D Produce None WK---210A Produce Cooler None EGVE-1-1 2 SME-1308 Seafood Cooler None EGVE-1-C Meat Pre None EGVE-1 1 2- FOK-11800 KE-2108 Meat Deli Cooler None EGVE-2-C L6DM - 36' i M/ D Dairy i 'done L6DM - 36' M/D Dairy None 3 ADT312AJ Dairy Cooler 20 doors None EGVE-3-C 05DM - 24 Beer None Spare Circuit Subcoolinq Circuit mevisions Description cooler and freezer loads. NOTE: THE WORK ON THIS SHEET IS NOT PART OF THE GENERAL (CONTRACTOR'S CONTRACT AND IS FOR INFORMATION ONLY. GENERAL NOTE: Date Total req'd btu THE INFORMATION ON THIS SHEET IS SUPPLIED BY KYSOR WARREN, AND DESCRIBES THE COMPRESSOR RACKS, HOUSES, AND ALL REFRIGERATION CIRCUITS. THE EQUIPMENT WILL BE PURCHASED BY OWNER, AND IS TO BE INSTALLED BY THE REFRIGERATION CONTRACTOR; REFER TO SPECIFICATIONS. CONTRACTOR SHALL VERIFY ALL INFORMATION BEFORE INSTALLATION WITH KYSOR/WARREN. Prepared By: Kimberly Bizzell Quote No.: 527420 Date: 8/25/00 Order No.: Version : 192 EXP Right Hand Standard Proto as of 6 30 00 ***NON -LOOP PIPING Condenser Specifications Size FLA MCA 165" x 85" 19.8 20.63 Rack Components Discharge Header Size Discharge Line Size (2) 1 5/8 Oil Separator S-5203 Discharge Regulator N/A Heat Reclaim Valves) N/A Split Cond Valves) Solenoids - 50/50 Drop Leg Line Size (2) 1 3/8 Liquid Line Drier C144X Sight Glass 1 3/8 Liquid Header Size Hot Gas Header Size N/A Suction Cross -over Size N/A Subcooler Model SC10 - FP5X12-40 Subcooler TX Valves) (2) Sporlan Misc. #7725 Suction Accum. Electrical Load BTUH) Evap ('F) Defrost Fan (volts) Fan (amps) Lights (amps) A/S (amps) Defrost (amps)* 52,200 +20 Off Cycle 1 115/1 5.40 1 18.9 -- -- 52,200 +20 Off Cycle 115/1 5.40 1 18.9 -- -- 19,656 +25 Off Cycle 115 1 8.40 -- -- -- 9,727 +20 Electric 208 1 3.30 -- -- 15.70 1 44,200 +30 Off Cycle 115/1 12.60 -- -- -- 35,129 +20 Electric 208 1 8.80 -- -- 45.2 1 52,200 '20 1 Off Cycle 1 115/1 _4o i8.9 1 -- , -- 52,200 +20 Off Cycle 115/1 5.40-- 87,644 +20 Off Cycle 1 115 1 37.80 -- -- -- 33,504 +20 Off Cycle 1 115/1 4.00 -- -- -- + Total Heat of Available Heat MOPDRej ction (btuh) Reclaim (btuh 20 679,948 339,974 Power Specifications Rack Cond Line Voltage 460/60/3 460/60 Control Voltage 208 60 1 208 60 460V Electrical Rating Minimum Circuit Ampacity 132.3 Maximum Overcurrent PD 150 208V Electrical Rating (Twc Feeds) Novar MCA 1.25 Novar MOPD 15 Controls MCA 12 Controls MOPD 15 Controller Type Compressors Novar Defrost Novar Condenser Novar Line Siking Circuit Control Values uction (ods) Uquid (ods) Liquid Solenoid Suction Control Est. Horiz. Run (ft) Vert. Riser Horiz. Trunk Horiz. Branch Main Branch MB19 SORIT-20 217 1 1 8 1 5 8 1 5/8 MB19 SORIT-20 241 1 1 /8 1 5/8 5/8 MB10 SORIT-12 228 5 8 1 1 8 1 2 MB10 SORIT-12 138 1 2 7 8 1 2 MB10 SORIT-12 106 7 8 1 1 8 5 8 MB10 SORIT-15 65 7 8 1 1 8 5/8 M819 SORIT-20 i 0 1 1 /3 MB19 SORIT-20 246 1 1/8 1 5/8 5/8 MB19 SORIT-20 260 1 1 3 8 2 1 $ 7 8 MB10 SORIT-15 297 1 7 8 1 378 5/8 SOV SOV 2 MB10 PORT 11-11 i iona Notes *All electric defrost 208-230 Volt Subcooled to 75 Degrees ** Shipped Loose for Field Installation 3 8'-2" 44'-2" Oversize Map Pocket Exhaust Air Damper ladder 112.5kVA fu - Transformer Trolley Rail Defrost Trolley Rail Panels / Door lights , 1/ 208V 9/ Ight Switch 2' 20 -691 --I 2- 4), 1-- 2,- 9 2)- 9 --� 27- 41! I- ~- NOVAR NOVAR 2'- 8" 1 „ , I 3 RACK 3D" MDO Flooring RACK "C" 2 ---� 29-4" f-- Air ake 1' 6» 1' 6» , Damper CH2L CH2F 460V 1 ifting Diagram House #2 Operating Weight= 32,630 lbs. Lifting Weight uut to uut raneis ited. base ately 86" earest end BRR JOB NUMBER: 96200199/072800 a� WAL* MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 10TH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: r REFRIGERATION SCHEDULES Drawn By: Checked By:K Revisions: Project Number: 99127 Date: 03 OCTOBER, 2000 Copyright wl J' H.7 �- TYP OF 3 H.4 - E - TYP OF 3 D. - GY/ 17 16 15 14 13 12 11 10. 10 ( s 1 ( q � n n n L ------------ j 1_G LIGHTING PLAN 1 SITE LIGHTING 1 E1.3 SCALE: 1 20'-0" KEYNOTES 16.011 MOUNT EMERGENCY LIGHT BATTERY PACK ON INTERIOR WALL 12" BELOW CEILING OR BAR JOIST, WHICHEVER IS APPLICABLE. CONNECT BATTERY AND REMOTE HEADS AS SHOWN. WHERE REMOTE HEADS ARE SHOWN AT CANOPY, WALL MOUNT DIRECTLY BELOW CANOPY. 116-021 INSTALL OWNER FURNISHED FLEXIBLE MODULAR WIRING SYSTEM FOR EXIT AND EMERGENCY LIGHTING. 16.906 SALES AREA LIGHTING CIRCUITRY: (A) EXISTING SALES AREA LIGHTING ROW WIRING SHALL REMAIN IN THE EXISTING SALES AREA LIGHT ROWS THAT ARE TO REMAIN. EXTEND ROW WIRING TO NEW FIXTURES AS SHOWN. PROVIDE NEW HOME RUNS TO MATCH CIRCUITRY SHOWN ON DRAWINGS. (B) WIRE ALL SALES AREA LIGHTS IN CIRCUIT SEQUENCE SHOWN. (C) ROW WIRING IN NEW SALES AREA LIGHT FIXTURES SHALL BE #12W. PROVIDE HOMERUNS SIZED AS SHOWN. LIGHTING GENERAL NOTES 1. DO NOT SWITCH ANY EXIT SIGNS, EMERGENCY LIGHTS, OR NIGHT LIGHTS. 12. EMERGENCY LIGHT MOUNTING: IN AREAS OF OPEN STRUCTURE, MOUNT TO BOTTOM OF BAR JOIST. IN AREAS WITH CEILING, WALL MOUNT 1'-0" BELOW FINISHED CEILING. IN LAY IN CEILING, INSTALL IN LOCATION SHOWN. 3. EXIT SIGN MOUNTING: WALL MOUNTED, CENTER 1'-0" ABOVE DOOR. CEILING MOUNTED, INSTALL IN LOCATION SHOWN. 4. EXISTING LIGHT FIXTURES TO REMAIN ARE SHOWN DASHED. INSTALL NEW OR RELOCATED LIGHT FIXTURES, SHOWN SOLID. 5. REUSE EXISTING FIXTURES WHEREVER POSSIBLE. INSTALL NEW FIXTURES, OF THE TYPE INDICATED, AS REQUIRED. 6. RELOCATE EXISTING LIGHT FIXTURES AS SHOWN AND AS REQUIRED TO CLEAR NEW CONSTRUCTION. 7. IF CEILING GRID IS SCRATCHED DURING LIGHT FIXTURE REMOVAL, TOUCH UP SCRATCHES WITH SPRAY PAINT. 8. VERIFY VOLTAGE BEFORE RELOCATING ANY EXISTING FIXTURES. 9. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURING THAT ALL NEW AND RELOCATED LIGHT FIXTURES WORK PROPERLY. REPLACE DEFECTIVE OR DAMAGED COMPONENTS AS REQUIRED. 10. COORDINATE EXACT LOCATIONS WITH STRUCTURE, EXISTING SPRINKLERS, EXISTING AND NEW DIFFUSERS, ETC, 11. REFER TO ENERGY MANAGEMENT DRAWINGS FOR LIGHTING CONTROLS. 12. PROVIDE LABOR AND MATERIALS TO MAINTAIN BRANCH CIRCUITS TO EXISTING LIGHT FIXTURES THAT ARE TO REMAIN. WHERE EXISTING CIRCUITS ARE ROUTED IN AREAS BEING DEMOLISHED, RE-ROUTE IN NEW CONSTRUCTION AND RECONNECT. 13. IN AREAS OF OPEN STRUCTURE, MOUNT LIGHT FIXTURES TO BOTTOM OF BAR JOIST, UNLESS NOTED OTHERWISE. 14. FURNISH AND INSTALL UNISTRUT AS REQUIRED TO MOUNT FIXTURES TO BAR JOIST. 15. MOUNT SEASONAL SHOP FLUORESCENT LIGHTS TO BOTTOM OF LOWEST BAR JOIST. SUSPEND FIXTURES, USING UNISTRUT, AS REQUIRED TO MAINTAIN LEVEL ROWS. 16. MOUNT FIXTURES DESIGNATED "ABJ" ABOVE THE BAR JOISTS. FOR FIXTURES PARALLEL TO BAR JOISTS, MOUNT TO THE BOTTOM OF THE TOP CHORD OF THE BAR JOISTS USING UNISTRUT. FOR FIXTURES PERPENDICULAR TO BAR JOISTS, MOUNT DIRECTLY TO THE BOTTOM OF THE TOP CHORD OF THE BAR JOISTS. COORDINATE FIXTURES TO ROUTE THROUGH THE WEBBING OF THE BAR JOISTS. DO NOT FASTEN TO ROOF STRUCTURE. REVISIONS: DATE DESCRIPTION BENCHMARK GROUP (501)636-5004 121 W. WALNUT ROGERS. ARKANSAS, 72756 JOB NO.:99-5476 DESIGNED BY: RMJ 03 OCTOBER 2000 these plans and specikcatiotm comply with the applicable minimum hnil�itnn nndaa. LIGHTING PLANE 1 NOTE: LIGHT FIXTURES AND CIRCUITRY SHOWN DASHED ARE ELECTRICAL/PROVIDED PREWIRED WITH EDc. COMMNLCATION � y ��---� ROOM i FIXTURE EDC 1 HC 1P-37 SPRINKLER ❑ P / E CH , r ��}- ri SECURITY OV� F1HC2P-19, r HI �� ��aEl 1 11 ° 21,23 3 "'{ �'" 3 \ CLAIMS i O — - --- (— - ---� -- 'IT �,�( NIGHT LIGHT, TYP TYP 16 3 L 19 TYP fliq fill/ O w ` w 1-TYP HC2P-23 ❑ ❑ ❑ ❑ ❑ � I 17 3 e PHARMACY GUN M�AN�GM N RECORDS STORAGE ROOM c2P FAM LY - i1 °2 17 0 TYP - - - _ _ 3 8 0 O Ft WOMEN �KIRWp AY W Y — - MEN CUSTOMER TR INI G JANITOR "RVCE 17 BREAKROOM K (SMOKING) 4 REAR OFFICE LIGHTING PLAN SCALE: 1/8 -1 0 TYP OF 13LE 10 0 0 BANK 1 JOURI E SY CONTRACTOR TO PROVIDE E K 83 3/4" EMPTY CONDUIT FROM O O Li Y,PANEL HY FOR LIGHTING i BRANCH CIRCUITRY REQUIRED BY FUTURE TENANT 17 •17 19 NIGHT LIGHT TYP DO NOT SWITCH J I I MOUNT TO BOTTOM MEN 17 17 ❑ OF BAR JOISTS ' 1 83 HZ-9 WOMER❑ RETURNS 0 AGE CASH COUNTING TYP 1 COURTESY DESK LIGHTING PLAN 3 SCALE: 1/8"=1'-0" 12.28.9 WME-1020L SUSPEND TO ELECTRICAL 12'-0" AFF ROOM #2 10 JANITOR O 0 HY-3 10 ii 20 20 20 20 SUSPEND TO CART STORAGE 12'-0" AFF 20 20 20WAO'MART SUPERCENTER EXPANSION u u CART STORAGE STORE #857 ELECTRICAL ROOM #3 � SANFORD, FL VESTIBULE VESTIBULE ii REVISIONS: HZ-7 i O i ii 1g �i DATE DESCRIPTION ❑ ❑ ° � i i❑ 20 20 20 20 20 20 20 1 LOSS 0000 PREVENTION 20 O� � OTHER INCOME � ' OTHER INCOME i i 20 20 20 2 20 20 20 O 0 0 0 i. ° BENCHMARK GROUP (501)636-5004 ° - - - - - - - - - - - - - - - - - - - - \-MOUNT 121 �. IIAINUT ROGERS, ARKANSAS, 72756 JOB N0.:99-5476 DESIGNED BY: RMJ MOUNT FIXTURES ° ° ° ° CEILING. XTYP EOF04 03 OCTOBER 2000 TO CEILING G.M. VESTIBULE LIGHTING PLAN GROCERY VESTIBULE LIGHTING PLAN To the best of my knowledge SCALE: 1/8"=1'-0" 7.20.0 WME-1001L SCALE: 1 / 8 " =1 ' -0 " 7.21 .0 WME -1000 L these plans and specifications oomply with the applicable minimum buildina codex. ENLARGED El. 1 LIGHTING PLANS O N W 0) T) O-) O O X N O E3 Q0 Q T) W 0 0 x G) N 6) 0 m m 75 m SECURE MOUNTING BRACKET TO TRUSS AND LIGHT PER MANUFACTURER'S RECOMMENDATIONS (TYP BOTH SIDEc� Cu^nE- fli ^T" T""cc- LIGHT FI MOUNTING 40" �2C LIGHT FIXTURE-7 WIRE -MESH STRAIN RELIEF FITTING. KELLEMS OR EQUAL L I GHT F I XTURE --/' WATERTITE HUB CONDUIT r �SHADE CLOTH LIGHT DETAIL NTS 12.2.6 WME-5 4 - 3/8" MOUNTING BOLTS, TO MATCH HOLE PATTERN ON LIGHT FIXTURE MOUNTING PLATE. APPLY SEALANT AT WALL PENETRATIONS. RE: SECTIONS 7000, OF DIVISION 7 SPECIFICATIONS. 3/16" PLATE. BRAKE EXTERIOR EDGES, PRIME AND PAINT SECTION ELECTRICAL CONDUITS/DEVICESTANDN TELEPHONE CONDUIT/OUTLET DOOR BUSHING @ BAR OPENING �_. JOIST LEVEL II CORD WITH GROUNDING TYPE 0 ATTACHMENT PLUG o FURNISHED AS REQUIRED. `o t v PHONE OUTLET -' TRUCK DOCK LIGHT DETAIL NTS 6.8.9 WME-8A RECEPTACLE AS SHOWN ON PLANS rf+� fiV HC3P-22(20/2) 1"C,#10W ENTIRE CCT T I HC3P-18(30/2) 1"C.#6W ENTIRE CCT T I 1 HC3P-14(30/2) t 1 "C, #6W 1 ENTIRE CCT t � x ♦ J / / 1 1 T � I 1 t \ t ♦ t KEY ® NEW PARKING LOT LIGHTS SECURITY / / CIRCUIT ♦ / L ONLY JuSECURITY CIRCUIT / ONLY / 1 1 I $ � 1 I T t i I � t I � 1 i \ � t HC3P-13(30/2) 1"C,#6W HC3P-9(30/2) HC3P-5(30/2) ENTIRE CCT 1"C,#6W 1"C,#6W ENTIRE CCT ENTIRE CCT I _ 1 1 / / 1 1 i I I .�- I t I 1 t 1 1 t\ t 1 � \ U (� POLE LOCATIONS BASED ON CIVIL DRAWINGS RECEIVED 9/18/00 HC3P-22(20/2) 1"C,#10w ENTIRE CCT T -17(30/2) #6W RE CCT \ I i t HC3P-1(20/2) 1"C,#lOW ENTIRE CCT 1 PERFORM PARKING LOT LIGHTING AND ROADSIDE SIGN WORK PER SITE PLAN. 1 SITE LIGHTING PLAN NTS 1 - A W Sm cD r- 7t Ln N w Lo O X N O Q (n lY �rvr.4ttl5r'v, vx,�� tk k+ � .A 1/2" CONDUIT FURNISHED AND INSTALLED BY CONTRACTOR. REFER TO ELECTRICAL PLANS FOR CIRCUIT SURFACE MOUNTED POWER IDENTIFICATION BOX, FURNISHED BY OWNER, INSTALLED BY CONTRACTOR. VERIFY BOX LOCATION. NO MORE THAN THREE POWER J BOXES PER CIRCUIT. 0 i v FIN. FLOOR FLEXIBLE CABLE TO MOTORIZED RACK BASE, FURNISHED BY OWNER, INSTALLED AND TERMINATED BY CONTRACTOR. 2 ELEVATION - MOTORIZED RACK POWER NTS 12.2.6 WME-112 15 i4 13 72 / - hNUM JUNUIIUN buA ANU F'KUVIUt UNt 0 / IG 2.6 i QUADRAPLEX RECEPTACLE WITH BOX AND / IG LD-110 I COVER. VERIFY LOCATION WITH STORE PLANNING PRIOR TO INSTALLATION. E E2.6 1 I I ` RECEIVING "r - 1� E2.6 IG LR-6 LR-22 J I J _ LR-20 I L — _ _ _ C I I i I 16.131 16.251 1"C WITH PULLWIRI TO BAR JOISTS iI,II TO REMOTE GARDEN CENTER CHECKOUT. RE: CIVIL DRAWINGS 6 li I E2.2 I L 1 I II I TO TRUSSES. MAKE FINAL CONNECTIONS TO PORTABLE REGISTERS,TYP. 3/4% TO ABOVE CEILING FOR DATA CABLE HOFFMAN A806CH LOCKABLE ENCLOSURE SURFACE MOUNTED +18" TYP OF 2 11 10. 10 Y STOCKROOM ENCLOSURE t�,% ONLY iIG LZ-13 LZ-11 E J I I I i ELECTRICAL I I 5 I I E COMMN I CATION I E2. 1 SECURITY CONDUIT 2.6 ONLY PCUVM t\ � • o/ L.7 1 1 SECURITY CONDUIT "6 ONLY MOUNT WITHIN ENCLOSURE jpt I LY-19 A W Sm cD r- 7t Ln N w Lo O X N O Q (n lY �rvr.4ttl5r'v, vx,�� tk k+ � .A 1/2" CONDUIT FURNISHED AND INSTALLED BY CONTRACTOR. REFER TO ELECTRICAL PLANS FOR CIRCUIT SURFACE MOUNTED POWER IDENTIFICATION BOX, FURNISHED BY OWNER, INSTALLED BY CONTRACTOR. VERIFY BOX LOCATION. NO MORE THAN THREE POWER J BOXES PER CIRCUIT. 0 i v FIN. FLOOR FLEXIBLE CABLE TO MOTORIZED RACK BASE, FURNISHED BY OWNER, INSTALLED AND TERMINATED BY CONTRACTOR. 2 ELEVATION - MOTORIZED RACK POWER NTS 12.2.6 WME-112 15 i4 13 72 / - hNUM JUNUIIUN buA ANU F'KUVIUt UNt 0 / IG 2.6 i QUADRAPLEX RECEPTACLE WITH BOX AND / IG LD-110 I COVER. VERIFY LOCATION WITH STORE PLANNING PRIOR TO INSTALLATION. E E2.6 1 I I ` RECEIVING "r - 1� E2.6 IG LR-6 LR-22 J I J _ LR-20 I L — _ _ _ C I I i I 16.131 16.251 1"C WITH PULLWIRI TO BAR JOISTS iI,II TO REMOTE GARDEN CENTER CHECKOUT. RE: CIVIL DRAWINGS 6 li I E2.2 I L 1 I II I TO TRUSSES. MAKE FINAL CONNECTIONS TO PORTABLE REGISTERS,TYP. 3/4% TO ABOVE CEILING FOR DATA CABLE HOFFMAN A806CH LOCKABLE ENCLOSURE SURFACE MOUNTED +18" TYP OF 2 11 10. 10 Y STOCKROOM ENCLOSURE t�,% ONLY iIG LZ-13 LZ-11 E J I I I i ELECTRICAL I I 5 I I E COMMN I CATION I E2. 1 SECURITY CONDUIT 2.6 ONLY PCUVM t\ � • o/ L.7 1 1 SECURITY CONDUIT "6 ONLY MOUNT WITHIN ENCLOSURE jpt I LY-19 KEYNOTES 16.131 FURNISH AND INSTALL A 3/4" EMPTY CONDUIT FOR SPEAKER FROM SALES AREA ATTIC SPACE TO BAR JOISTS IN SEASONAL SHOP. FURNISH AND INSTALL A 3/4" EMPTY CONDUIT FOR SPEAKER FROM SEASONAL SHOP BAR JOISTS TO 4" ABOVE EXTERIOR GARDEN CENTER DOOR. 16.147 FURNISH AND INSTALL A BLACK COVERPLATE ON ALL ISOLATED GROUND RECEPTACLES FED FROM UPS PANELS. FURNISH AND INSTALL A WHITE COVERPLATE ON ALL OTHER ISOLATED GROUND RECEPTACLES. ENGRAVE PANELBOARD AND CIRCUIT POSITION ON ALL ISOLATED GROUND RECEPTACLE COVERPLATES 16.150 MOUNT ISOLATED GROUND RECEPTACLE AND ETHERNET JUNCTION BOX ON SIDE OF SOFTLINES DESK AND DIRECTS DESK AT +24". ROUTE 3/4" LIQUID -TIGHT FLEXIBLE CONDUIT FROM STRUCTURE, SUPPORTED WITH KELLUM GRIP. VERIFY LOCATION OF SOFTLINES DESK WITH STORE PLANNING PRIOR TO INSTALLATION. 16.161 PROVIDE SCHEDULE 40 PVC 2'-0" BELOW GRADE TO 5'-0" BEYOND BUILDING FOR NEW LANDSCAPE IRRIGATION SYSTEM. VERIFY EXACT CONDUIT SIZE AND TERMINATION POINT WITH CIVIL DRAWINGS BEFORE INSTALLATION. 16.251 VERIFY LOCATION OF AUTOMATIC DOOR OPERATOR BEFORE INSTALLATION. ROUTE CONDUIT CONCEALED IN AREAS OF NEW CONSTRUCTION, EXPOSED ON EXISTING WALLS. WAL*MART SUPERCENTER EXPANSION STORE #857 SANFORD, FL REVISIONS: DATE DESCRIPTION BENCHMARK GROUP (501)636-5004 121 W. WALNUT ROGERS, ARKANSAS. 72756 JOB N0.:99-5476 DESIGNED BY: RMJ 03 OCTOBER 2000 � e SEP 2 9 2000 ff 999ply With Ile applicable POWER PLAN gg eW. E2 QD L0 N Ld O N O X 00 N O Q to FIXTURE IF V UT:T� FURNISH AND INSTALL SMOKE DETECTOR AT STRUCTURE, 5'-0" FROM DOOR. SMOKE DETECTOR TO HAVE 120VAC CONTROL RELAY,TYP. I SEC C NTROL INSECT CONTROL DIRECT CONNECT TO CONTROL UNIT FURNISHED WITH DOOR TYP RECEIVING +60" LD-4 INSECT CONTROL ALL DEVICES IN VESTIBULE SHALL BE FLUSH MOUNTED WITH CONCEALED CONDUIT (30/3) LD-69 MOUNT ON LOSS PREVENTION TV MONITOR SUPPORT PIPE 6" ABOVE MONITOR BRACKET. VERIFY LOCATIONS WITH SET-UP SUPERVISOR LD-2,4 B-9 (30/3) TO COMPACTOR RECEIVING POWER PLAN SCALE: 1/8"=1'-O" ELECTRICAL/ COWNTCATTCN MOUNT TO BOTTOM nr PAP rnTCT ' " '"'^`"..'"` COUNTER TO FULL HEIGHT WALL (VERIFY LOCATION) TYP OF 2 RER/08U ICE POWER PLAN SCAL 5-0" STOCKROOM MOUNT ON LOSS PREVENTION TV MONITOR SUPPORT PIPE 6" ABOVE MONITOR BRACKET. VERIFY LOCATION WITH WAL-MART SET-UP LPTV SUPERVISOR. SENSORMATIC MOUNT 2'-0" ABOVE CEILING LZ-2,4,6 LZ-42 LZ-8 1 7—R .I 14 C2,+60 +9'-0" INSECT7 E2.6 '�'[x U LZ-26,28 iI CONTROL BOTH VIA C2 Ii LZ-28 SF LZ-30,32,34 SF ALL VIA C2 S5i HZ-10 (50/3) / 3/4"C,3#8 1 i 1 #10 GR LZ-32,34 SF Ufi II CART LZ $ VESTIBULE LZ-4 _SF STORAGE LZ-34 i LZ-10,12 16.205 i i SF +21'-0" ❑ I❑ LZ-12 I PAY _ LZ-22,2 16.251 PHONE LZ-18 Z +42" LZ-16,18 II TYP OF 4 LZ-14, II LZ-24� i OTHER INCOME 16, 18 o J J G.M.VESTIBULE POWER PLAN SCALE: 1/8"=1'-O" 7.20.0 WME-1001P .,—WATER HEATER ON PLATFORM ABOVE SINK r LZ-48 ELECTRICAL 4 ROOM #3 E2.3 LZ-40 HAND DRYER +43" TO BOTTOM OF UNIT. TYP OF 2 LZ-44 #10W EF (ON ROOF) MOUNT DEVICES WITHIN CABINET WORK AT 8"AFF. ROUTE ALL LY-52,54 CONDUIT CONCEALED AT BASE OF #10W ENTIRE CABINET. COORDINATE CASH CCT-BOTH REGISTER LOCATIONS WITH CONSTRUCTION MANAGER. LU2-6, 8'1 G PROVIDE 2" PVC CONDUIT WITH PULL WIRE BELOW GRADE FOR J J J J J J FUTURE FUEL SALES DATA CABLING. LZP-2 4 6 STUB CONDUIT TO LOWER EDGE OF #10W ENTIRE 14WW LZP-4,6 1 PLYWOOD DATA BACKBOARD. CONDUIT CCT-ALL LZP-6 SHALL EXTEND BEYOND CURBLINE, COORDINATE WITH CIVIL DRAWINGS. MOUNT ON LOSS PREVENTION TV LD-16 COURTESY DESK POWER PLAN SCALE: 1/8"=1'-0" 7.13.0 WME-1020P MOUNT TO BOTTOM OF BAR JOIST INSECT CONTROL R/O WATER 1 - 1 1/2"C WITH�PULL WIRE TO TELEPHONE BOARD IN ELECTRICAL ROOM #2. TERMINATE EACH END WITH BUSHING. LY-46,48 16.975 TYP LY-58 I LPTV MONITOR SUPPORT PIPE 6" ABOVE MONITOR BRACKET. VERIFY SENSORMATIC LOCATION WITH WAL—MART SET—UP MOUNT 2'-0" SUPERVISOR. LY-70(20/2) ABOVE CEILING LY-74(20/2) LY-2,4,6 LY-78,80 LZ-42 LY-80 ICE MAKER/ J LY-6 J BAGGER/ MERCHANDISER —-`__ALL DEVICES IN VESTIBULE EMA SHALL BE FLUSH MOUNTED +6600"" INSECT +60" 1+9 —0 WITH CONCEALED CONDUIT 5 E2.3 CONTROL ELECTRICAL ROOM #2 LY-40, 42 LY-4 HY-16 (50/3) li LY-28,30,32 16.904 3/4"C,3#8 II ALL VIA C1 1 #10 GR 1 S6 LY-32 LY-36,38 Ii / LZP-10 L Y - 4 2 LY-10,12 14 �I UH CART #10W ENTIRE LY-34 #10W ENTIRE I STORAGE CCT 16.205 V I A C 1 LY-38 CCT 14 II ❑ LY-12,14 ❑ LY-24,26 J +21'-0" LOSS ° PREVENTION VESTIBULE I' PAY i WP II LY-14 LY-20 PHONE GFI 16.251 Ii LY-18,20 LY-26 +44" TYP OF 4 II LY-16,18,20 +42" I I I #10W ENTIRE LY-22 , 24, 26 OTHER li CCT-ALL #10W ENTIRE J J CCT-ALL INCOME 0 ❑ ❑ 1 GROCERY VESTIBULE POWER PLAN SCALE: 1/8 =1 -0 7.20.0 WME-1000P SF n LY-30,32 KEYNOTES 16.147 FURNISH AND INSTALL A BLACK COVERPLATE ON ALL ISOLATED GROUND RECEPTACLES FED FROM UPS PANELS. FURNISH AND INSTALL A WHITE COVERPLATE ON ALL OTHER ISOLATED GROUND RECEPTACLES. ENGRAVE PANELBOARD AND CIRCUIT POSITION ON ALL ISOLATED GROUND RECEPTACLE COVERPLATES 16.176 MOUNT RECEPTACLE WITHIN WATER COOLER CABINET. COORDINATE LOCATION WITH PLUMBING CONTRACTOR, 16.201 THE EXISTING WAL-MART CANOPY SIGN WILL BE RELOCATED BY OTHERS. DISCONNECT POWER FROM EXISTING SIGN WHEN IT IS READY TO BE MOVED. MAKE FINAL POWER CONNECTIONS WHEN SIGN IS INSTALLED IN NEW LOCATION. COORDINATE WITH SIGN INSTALLER. 16.205 TENANT SIGNS FURNISHED AND INSTALLED BY OTHERS AND CONNECTED BY CONTRACTOR. COORDINATE WITH OWNER SIGN DEPARTMENT. MOUNT JUNCTION BOXES TO WALL IN ATTIC SPACE WHERE SHOWN ON DRAWINGS. NOTIFY CONSTRUCTION MANAGER WHEN BUILDING IS READY TO RECEIVE SIGNS. 16,251 VERIFY LOCATION OF AUTOMATIC DOOR OPERATOR BEFORE INSTALLATION. ROUTE CONDUIT CONCEALED IN AREAS OF NEW CONSTRUCTION, EXPOSED ON EXISTING WALLS. 16.253 LINE VOLTAGE THERMOSTAT PROVIDED BY MECHANICAL CONTRACTOR, INSTALLED BY ELECTRICAL CONTRACTOR. 16.306 FLUSH MOUNT SINGLE GANG JUNCTION BOX 3'-0" AFF FOR TIMECLOCK. INSTALL 3/4" CONDUIT WITH PULLWIRE TO BOTTOM CHORD OF BAR JOIST. (TIMECLOCK BY OTHERS). 16.499 MOUNT RECEPTACLE UNDER SINK FOR SINK'S AUTOMATIC FLOW SENSOR PLUG-IN TYPE TRANSFORMER. TRANSFORMER FURNISHED WITH SINK. MOUNT JUNCTION BOX UNDER SINK FOR URINAL AUTOMATIC FLUSH TRANSFORMER. TRANSFORMER FURNISHED BY VENDOR AND INSTALLED BY CONTRACTOR. PROVIDE LOW VOLTAGE WIRING AS REQUIRED BETWEEN TRANSFORMER AND URINAL SENSORS. COORDINATE EXACT LOCATIONS AND REQUIREMENTS WITH MANUFACTURERS RECOMMENDATIONS PRIOR TO INSTALLATION. 16.904 FURNISH AND INSTALL A 4" SCHEDULE 40 PVC CONDUIT FROM 6" ABOVE COUNTER TO ABOVE SALES AREA CEILING. EXTEND CONDUIT 4'-0" INTO SALES AREA CEILING CAVITY. 16.951 EXISTING OUTDOOR TRASH COMPACTOR WILL BE RELOCATED BY OTHERS. RELOCATE THE EXISTING OUTDOOR DISCONNECT SWITCH AND CONTROL SWITCHES. PROVIDE CIRCUITRY AS SHOWN. POWER CONNECTION TO COMPACTOR, CONTROLS, AND CONTROL CIRCUITRY WILL BE MADE BY OTHERS. THE GENERAL CONTRACTOR SHALL CONTACT THE WAL-MART RECYCLING AND RECLAMATION DEPARTMENT AND COORDINATE RELOCATION OF THE TRASH COMPACTOR. CONTACT MS. VALINE SCHENKEL AT (501) 273-8475 OR MS, KIM TOLLER AT (501) 273-8471. 16.952 BALER WILL BE RELOCATED BY OTHERS. RELOCATE THE EXISTING BALER DISCONNECT SWITCH AND PROVIDE CIRCUITRY AS SHOWN. THE GENERAL CONTRACTOR SHALL CONTACT THE WAL-MART RECYCLING AND RECLAMATION DEPARTMENT AND COORDINATE RELOCATION OF THE BALER. CONTACT MS. VALINE SCHENKEL AT (501) 273-8475 OR MS. KIM TOLLER AT (501) 273-8471. 16.953 FURNISH AND INSTALL A HUBBELL #1281MO WEATHERPROOF PUSH BUTTON IN FLUSH SWITCH BOX OUTDOORS AT RECEIVING AREA, AND A 120 VOLT, EDWARDS A.C. BUZZER #1065-N5 IN STOCKROOM AS SHOWN. 16.972 FURNISH AND INSTALL SINGLE GANG OUTLET BOX AT LOCATIONS SHOWN FOR SATELLITE(D) CABLES. INSTALL ONE 3/4" CONDUIT WITH PULL WIRE FROM EACH BOX TO BOTTOM OF BAR JOIST. TERMINATE CONDUIT WITH BUSHING AT EACH END. 16.974 FURNISH AND INSTALL A 4' X 4' X 3/4" PLYWOOD PANEL FOR DATA SYSTEM EQUIPMENT IN LOCATION SHOWN. INSTALL DEVICES AND CIRCUITRY AS SHOWN. FURNISH AND INSTALL TWO(2) 2" CONDUITS FROM TOP OF DATA SYSTEM PANEL TO BAR JOISTS. 16.975 FURNISH AND INSTALL SINGLE GANG BOX AT LOCATIONS SHOWN FOR ETHERNET(E) DATA CABLES. INSTALL ONE 3/4" CONDUIT WITH PULL WIRE FROM EACH BOX TO BAR JOISTS. TERMINATE CONDUIT WITH BUSHING AT EACH END. WAL*MART SUPERCENTER EXPANSION STORE #S57 SANFORD, FL REVISIONS: DATE DESCRIPTION s >i BENCHMARK GROUP (501)636-5OD4 121 W. WALNUT ROGERS. ARKANSAS. 72756 JOB NO.:99-5476 DESIGNED BY: RMJ 03 OCTOBER 2000 SEP 2 0 000 To the best of my kxlowledge #here plans and specifications comply with the applicable minimum building endae. ENLARGED POWER PLANS ji TYP 16.14 TYP 16.97 LP-10 LR-10 PANEL "LR" WITH TRANS- S2, DRY +60" FORMER "TR" ABOVE PIPE SYSTEM COMPRESSOR _ LR-35, 37 lffi_� �-J- - - - - - - - u �- - LR-14 LR-18 L -?- - - - - - - - - - - --- - WP ,GFI _ +2'-0" SC 1/1 MOUNT TO BOTTOM " +44 OF TRUSS +44 --- -- -$- WP,GFI t I WP GFI +44" ' - - - - - - - - +2 , -01 1 - - - - - - - - # WP,GFI ' - - - - - - - - +2' -O„ - - - - - - - WP JUCTION BOX AT BOTTOM OF TRUSS FOR FUTURE RETRACTABLE LZ-42 ( WP RECEPTACLE FOR AIR FLOW AN. LOCATE EACH RECEPTACLE SIDEWALL (TYP OF 3) LR-37 I DIRECTLY ABOVE FAN. RE:1/M1 J J FOR EXACT LOCATION. TYP OF 8 - SENSORMATIC, CONTROL PANEL FURNISHED AND INSTALLED BY OTHERS. CONNECT 6 LEXAN CANOPY POWER PLAN RECEPTACLE IN CONTROL PANEL. SCALE. 3/32"=1'-O" 16.220)TYP ---------------------------- 12" 6" MAX 6" MAX J LPTV 14'-0" +90" MOUNT TELEPHONE AS CLOSE TO DOOR FRAME LVC-9 AS POSSIBLE LVC-4 + 0"lr 6.221 +12" +12" IG 3'-7" +12" +12" +46. IG IG 7„ 16,147 6" T I +12"TYP IG LtI G LVC-12 LV -11,13 :D E E *Gn4 �--- i---IG ----�LVC-3 IG IG lop TE MINATE CONDUITSIG ATA i IN SURFACE MOUNTED IG LP-2 _ DATA o_ ��, 6" 6"X4" JUNCTION LP-13,15 TLP ; IGW LU2-3 J +46" i �� LVC-1 BO AT +3'-0" L) EF ON MOUNT 2'X 2' PLYWOOD LP-5 LU2-1,3 IG,+46" �� LVC-6 IG LU2-13 ( BACKBOARD FOR PHARMACY FLUSH FLOOR WIRING DEVICES �\ �� 16.975 ROOF} ABOVE SC MOUNT ABOVE M CEILING LP-1 CHARGERS, +48" +66 CEILING, +66" SHOWN ARE PART OF A (3) �` �� FAX LP-4 TYP OF 3 J LP-11 SERVICE FLOOR BOX. RE: SPEC 7'-9 IG IG +46„ -SECTION 16100, TYP OF 6. 0 i w +42" SC +24 , 6"X 6"X 4 0 i - S4C S LP-8 J-BOX WITH 1 - 2 1/2" 1 �� c° J IG E +72" PANEL - ° ° J CONDUIT TO ABOVE 1"CONDUIT WITH LP IG CEILING VISION CENTER PULLSTRING. TYPICAL _ LP-3 LP-6 TO ALL DATA BOXES ````` (25/1 +46",GFI PVCEL 10W W TER -HEATER LP-9,11 ° M D UNDER SIN DATA/FAX v IG D _� LVC-5,7 16.972 � Fr IV y DATA MOUNT 1'-0" MOUNT ALL DEVICES AT +16" ABOVE CEILING LVC-3 UNLESS OTHERWISE NOTED VISION CENTER POWER PLAN IG PHARMACY POWER PLAN 4 SCALE: 1/4"=1'—O" 5.2.0 WME-219P 5 SCALE: 1/4"=1'-O" 10.29.9 WME-313P TENANT SIGNAGE MOUNT CENTERED 1'-6" ABOVE 1/2"C WITH PULLSTRING MOUNT RECEPTACLE HORIZONTALLY TO ABOVE CEILING FOR CENTERED BETWEEN BACKSPLASH FUTURE USE, TYP OF 5 AND WINDOW TRIM, TYP OF 6 ------------- -----------IG-----\ \Na�LP-15 q [T F --- +7'-6"- PROVIDE 3/4"C TO ABOVE CEILING FOR SPEAKER WIRES Q0 r` LO N N W N O N O x 00 N O m C� LHC-21 HY-4(30/3) #10W ENTIRE LHC-15�J (30/2) #low LHC-12 PANEL LHC LHC-20,22 a LHC- LHC-1 L.n�-4, o LHC-2,4,6 DRYER NEMA 14-30R +48" WASHER +48" LHC-7,9 LHC-11, 16.460 TYP ID J M" LHC-18 +20" G HAIR CARE 16 147 LHC-8 IG C-24 HC-1 MOUNT CENTERED 1'-6" ABOVE DOOR J i J a DUPLEX RECEPTACLE FLUSH MOUNTED LHC-16 IN CEILING FOR TELEVISION EF (ON LHC-19 11 ROOF) n n � _ COFFEE 4,c�� �. 0 L MAKER 3 HAIR CARE POWER PLAN SCALE. 1/4"=1'-O" 7.28.9 WME-609P - - +36" IG IG -- DATA " - - - - - - EF (ON LVC-17 DATA - - - - M ROOF) - +12" 6' -0" 15 -9" ` LVC-10 °' 16.222 16.147 TYP DATA; 1 3/4" EMPTY CONDUITS 'ANELBOARD TO ABOVE AND TERMINATE WITH 90° ELBOW INTO TENANT SPACE TENANT SPACE POWER PLAN SCALE: 1/4"=1'-O" 7.27.0 WME-508P 3/4"C TO ABOVE CEILING TYP OF 3 CATEGORY 5 DA- SOLID UTP CAB[ BY CONTRACTOR ALL PLA' POR' STUI BE � 13'-C PORTRAIT STUDIO POWER PLAN SCALE: 1/4"=1'-O" 7.27.0 700P RVIVIMI. +12' 3'-7" 7" 6" I LVC-7 16.47 TYP +12" SINGLE RJ45 CAT 5 OUTLET KEYNOTES 16.147 FURNISH AND INSTALL A BLACK COVERPLATE ON ALL ISOLATED GROUND RECEPTACLES FED FROM UPS PANELS. FURNISH AND INSTALL A WHITE COVERPLATE ON ALL OTHER ISOLATED GROUND RECEPTACLES. ENGRAVE PANELBOARD AND CIRCUIT POSITION ON ALL ISOLATED GROUND RECEPTACLE COVERPLATES 16.220 INSTALL OWNER FURNISHED WIREMOLD V24GB SERIES PLUGMOLD FED FROM SURFACE DEVICE BOX. 16.221 FURNISH AND INSTALL A RECESSED SINGLE GANG BOX WITH WIREMOLD V2448 SINGLE GANG DEVICE BOX AND BLANK COVERPLATE TO SERVE PLUGMOLD STRIP. 16.222 FURNISH AND INSTALL A RECESSED SINGLE GANG BOX WITH WIREMOLD V2448 SINGLE GANG DEVICE BOX TO SERVE PLUGMOLD STRIP. FURNISH AND INSTALL A RECEPTACLE AND COVER PLATE IN THE DEVICE BOX. 16.460 PROVIDE JUNCTION BOX ABOVE CEILING, 1/2" CONDUIT DOWN INSIDE WALL AND TRANSITION TO 1/2" FLEXABLE METAL CONDUIT EXTENDING 24" OUT FROM WALL FOR CONNECTION TO QUADRUPLEX RECEPTACLE & BOX ON SIDE OF STYLING BAR. STUBOUT SHALL BE +31" AND 12" IN FROM RIGHT-HAND SIDE OF STYLING BAR. VERIFY ACTUAL LOCATION WITH TENANT. 16.477 ALL RACEWAYS SERVING VISION CENTER EXAM ROOMS SHALL BE EMT WITH PROPERLY INSTALLED COMPRESSION OR SET SCREW TYPE FITTINGS WITH AN INSULATED GROUND CONDUCTOR TO COMPLY WITH NEC ARTICLE 517. 16.972 FURNISH AND INSTALL SINGLE GANG OUTLET BOX AT LOCATIONS SHOWN FOR SATELLITE(D) CABLES. INSTALL ONE 3/4" CONDUIT WITH PULL WIRE FROM EACH BOX TO BOTTOM OF BAR JOIST. TERMINATE CONDUIT WITH BUSHING AT EACH END. 16.975 FURNISH AND INSTALL SINGLE GANG BOX AT LOCATIONS SHOWN FOR ETHERNET(E) DATA CABLES. INSTALL ONE 3/4" CONDUIT WITH PULL WIRE FROM EACH BOX TO BAR JOISTS. TERMINATE CONDUIT WITH BUSHING AT EACH END. WAL*MART SUPERCENTER EXPANSION STORE #857 SANFORD, FL REVISIONS: DATE DESCRIPTION BENCHMARK GROUP (501)636-5004 121 W. WALNUT ROGERS, ARKANSAS, 72756 JOB N0.:99-5476 DESIGNED BY: RMJ 03 OCTOBER 2000 t SEP20Mf) T,jAa but of my kuawl0 ffiosa plans and speciiicationi comply +with the applicable minim=,bx lding codex. TENANT POWER PLANS E_2 . 2 KEYNOTES 19 00 v� Ln N w 0 CV 0 x 0) N M 0 m D ry 12' LZ-21,23125 #10W ENTIRE CCT-ALL 4' I 19 L 22 L 21 15 `' LZ-15,17,19 0 rY J Y 0 J 0` LU2-9 IG Y LZ-23,25 J J 0 El IG LU2-10,12 SC 3' .—.._ 110 LZ-29 WAL-MART PHONE BOARD 16.962 PHONE BOARD 16.96C ALARM BOARD 18' LZ-17,19 I El 0❑ LZ-25 D El LU2-12 SC 21' LZ-19 El • k • , , • ' A SCALE: 1/4"=1'-O" nA° IAIAu IAu '1 MERCH/UPC POWER PLAN SCALE: 1/4"=1'—O" U LZ-27 #10W EN CCT El IPLEX TWISTLOCK CEPTACLE FLUSH 1UNTED IN TILING FOR )MMUNICATIONS �CK, TYP 16' 0❑ 23' El CO 16.136 TYP IG LU2-11 El ID J 0 J 0 MOUNT TO BOTTOM OF IG NEAREST BAR JOIST, TYP SC LU2-5,7 36' 7 FRONT CHECKOUT POWER PLAN SCALE. 1/8 -1 0 ❑ta 23' LY-31 16' LY-25 23' 18' LY-21,23,25 Y J 0 J Y J Y 0 J 0 LY-27,29,31 LY-37 LY-29,31 #10W ENTIRE CCT 31 Y J Y J # 10 GR El El J 0 J Y J Y El 0 El J 0 LU2-7 22' El LY-23,25 El ELECTRICAL ROOM #2 POWER PLAN SCALE: 1/4"=1'-0" SILVER LD-109 RECOVERY +12" GFI LD-96 "- CABINET WiH REFRIGERATOR,+12" CABINET F 11A" LD-92 P LD 102 LD-101(30/2) P 41 #8W,IG P FILM CABINET MACHINE „C„ LD-100 P LD-94 S 17' I 13' 12' 12' U LY-35,37 12' Y J El J 0 LY-33,35,37 4' 13' LZ-64(50/2) 3/4"C,3#8, SC LY-39 ELECTRICAL ROOM #3 POWER PLAN SCALE: 1/4"=1'-0" LDP-5 +48" +48 CONNECT TO OUTLETS PROVIDED WITH PROJECTION TV STAND AND LDP-8,10 DIVIDE LOAD EQUALLY BETWEEN CIRCUITS LDP-8 AND LDP-10 J LDP-11 CEILING FAN FURNISHED P BY OWNER, INSTALLED LD-98 M BY CONTRACTOR PREINSTALLED OUTLET CABINET CF BOX, FURNISH AND B PRINTER POWER CORD AND PLUG INSTALL VARIABLE SPEED P FURNISHED WITH POWER CEILING FAN SWITCH POLE. MAKE FINAL CONNECTIONS AS REQUIRED, TYP OF 2 U) METAL FILM CABINET FOR REFERENCE INSTALL OWNER FURNISHED PREWIRED ONLY, TELEPHONE POWER POLES,TYP OF 2. INSTALLED BY OTHERS METAL LD-97(50/2) FILM 3/4"C,#6W, IG CABINET 16.226 LD-105 COPY PRINT STATION CABINET E" +26" E OE+26" 24"x34" SOLID TYP OF 2 16.975 CUBE LD-107 +26"16.147 IG PREINSTALLED OUTLET BOX. FURNISH ROUTE ALL CIRCUITRY THROUGH P AND INSTALL RECEPTACLE, COVER COUNTERS AND WALLS UNLESS PLATE, AND CIRCUITRY. OTHERWISE NOTED. PHOTO LAB POWER PLAN SCALE: 1/4" = 1'-0" 6.22.8 WME-400P LD-57�® IG 1 - 2 1/2"C IG I SOUND SYSTEM MASTER 4 CONTROL. MOUNT AT 1"C BASE OF SHELVING UNIT TYP16.351 ELECTRONICS TYP LDP-3,5 +48' + LDP-9,11 , LDP-6 01 Y 16.136 LD-59 IG ELECTRONICS C/O �� ELECTRONICS POWER PLAN SCALE: 1/8"=1'-0 n 16.082 INSTALL OWNER FURNISHED PREFABRICATED 16.147 FURNISH AND INSTALL A BLACK COVERPLATE ELECTRICAL DISTRIBUTION CENTER (EDC). ON ALL ISOLATED GROUND RECEPTACLES FED EQUIPMENT AND INTERNAL WIRING ARE FROM UPS PANELS. FURNISH AND INSTALL SHOWN FOR INFORMATION PURPOSES ONLY. A WHITE COVERPLATE ON ALL OTHER THE EDC WILL ARRIVE PREWIRED AND IS AN ISOLATED GROUND RECEPTACLES. ENGRAVE ETL LISTED ASSEMBLY. PANELBOARD AND CIRCUIT POSITION ON ALL ISOLATED GROUND RECEPTACLE COVERPLATES 16.136 FURNISH AND INSTALL TWO JUNCTION BOXES, WITH "0" AND "Y" CONNECTORS 16.156 DISPLAY POWER DROPS: FURNISH AND ABOVE OR BETWEEN TELEPOWER POLES AS INSTALL A 4" SQUARE JUNCTION BOX AT SHOWN ON DRAWINGS. MOUNT JUNCTION BAR JOIST IN THE LOCATION SHOWN. BOXES TO BOTTOM OF BAR JOISTS. APPROXIMATELY 90 DAYS PRIOR TO POSSESSION DATE, A FINAL MERCHANDISE INSTALL TELEPOWER POLES AND PIGTAILS PLAN WILL BE ISSUED BY WAL-MART. IF WHEN OWNER SETS COUNTERS. FURNISH AND POWER DROPS ARE AFFECTED BY INSTALL UNISTRUT OR SIMILAR SUPPORTS MERCHANDISING CHANGES, A REVISION OF AND HARDWARE FOR SECURING TOP OF THIS PLAN WILL BE ISSUED SHOWING FINAL TELEPOWER POLES TO BUILDING STRUCTURE LOCATIONS FOR DISPLAY POWER DROPS. AS REQUIRED. METHOD OF ATTACHMENT, FURNISH AND INSTALL CIRCUITRY TO UTILIZING OWNER FURNISHED POLE DISPLAYS AND RACKS WHEN THEY ARE SET EXTENDERS, MUST ALLOW FOR VERTICAL BY THE OWNER. THERE SHALL BE NO MOVEMENT OF POLE. ADDITIONAL CHARGE TO THE OWNER FOR DROPS RELOCATED WITHIN 15 FEET FROM REUSE ALL EXISTING TELEPOWER POLES, WHERE SHOWN ORIGINALLY. REFER TO "0" AND "Y" CONNECTORS, AND FLEXIBLE POWER DROP SCHEDULE FOR INSTALLATION CONDUIT PIGTAILS. ADDITIONAL NEW REQUIREMENTS. PREWIRED TELEPOWER POLES, CONNECTORS AND PIGTAILS WILL BE FURNISHED BY 16.157 LABEL POWER DROPS UPON INSTALLATION OF OWNER AS REQUIRED. JUNCTION BOX IN THE FOLLOWING MANNER: ATTACH A 4" X 6" INDEX CARD AND 16.142 FURNISH AND INSTALL (2) 3" CONDUITS FLUORESCENT MARKING TAPE TO BOX. TAPE WITH PULLWIRE TO SALES AREA CEILING TO EXTEND BELOW CEILING LINE. CAVITY. FURNISH AND INSTALL (1) 3" CONDUIT TO BOTTOM OF BAR JOIST. 16.226 ROUTE FLEXIBLE CONDUITS UNDER CABINET TERMINATE CONDUITS WITH BUSHING. STUB FOR DUPLEX RECEPTACLE, CASH REGISTER OUT 6" BELOW CEILING. RECEPTACLE, AND DATA CABLE. 16.303 FURNISH AND INSTALL A 4' X 4' X 3/4" PLYWOOD BACKBOARD FOR TELEPHONE EQUIPMENT, AS SHOWN. FURNISH AND INSTALL ONE (1) 4" CONDUIT WITH PULL WIRE FROM TOP OF TELEPHONE BACKBOARD TO BAR JOISTS, TURN HORIZONTAL WITH SWEEPING ELBOW, AND STUB 1'-0" INTO CEILING CAVITY ABOVE SALES AREA. 16.351 CONDUIT FOR SOUND SYSTEM CABLES, SIZE AS NOTED. STUB UP FROM BELOW SHELVING UNIT TO BAR JOISTS. TERMINATE CONDUIT WITH BUSHING AT EACH END. SOUND SYSTEM CABLES FURNISHED AND INSTALLED BY OTHERS. 16.960 UPON CONTRACT AWARD, CONTACT MR. MARTIN NOSIE OF BELL SOUTH TELEPHONE COMPANY AT (407)327-0447 AND COORDINATE ALL DETAILS OF THE TELEPHONE SERVICE, ESPECIALLY ; RELOCATION OF THE INCOMING CABLE AND ASSOCIATED TERMINAL BLOCK. DUE TO THE LONG LEAD TIME REQUIRED FOR THE TELEPHONE COMPANY TO OBTAIN NECESSARY MATERIALS FOR THIS WORK, IT IS CRITICAL THAT THIS COORDINATION TAKE PLACE AS EARLY AS POSSIBLE. FURNISH AND INSTALL A 4' X 8' X 3/4" PLYWOOD TELEPHONE BOARD IN THE LOCATION SHOWN. H, FURNISH AND INSTALL ONE #6 COPPER INSULATED GROUND WIRE FROM THE ELECTRICAL SERVICE GROUND TO THE TELEPHONE BOARD. FURNISH AND INSTALL A 4" TELEPHONE SERVICE CONDUIT. STUB UP AT TELEPHONE BOARD +12" ABOVE FINISH FLOOR AND CAP. INSTALL 24" UNDERGROUND TO BEYOND FOUNDATION OR, IF AREA IS PAVED, TO BEYOND PAVEMENT. VERIFY REQUIREMENTS WITH TELEPHONE COMPANY. ELECTRICAL CONTRACTOR TO COMPLETE ALL REQUIRED TELEPHONE SYSTEM WORK 35 DAYS PRIOR TO OWNER POSSESSION DATE. TELEPHONE SYSTEM INSTALLED BY OTHERS. 16.962 FURNISH AND INSTALL ONE (1) 4" CONDUIT WITH PULL WIRE FROM TOP OF TELEPHONE BOARD TO BAR JOISTS, TURN HORIZONTAL WITH SWEEPING ELBOW, AND STUB 1'-0" INTO CEILING CAVITY ABOVE SALES AREA. 16.964 INSTALL ELECTRICAL EQUIPMENT AS SHOWN. DEVIATIONS FROM THIS LAYOUT MUST BE APPROVED BY THE ENGINEER. LDP-1,3,5 WIREWAYS ARE NOT PERMITTED. GROUPING 7 #10W ENTIRE OF HOMERUN CIRCUITRY INTO LARGE CCT-ALL CONDUITS OR RACEWAYS FOR ROUTING TO r - - - - - - - - - - - - - PANELBOARDS IS NOT PERMITTED. 9 J I I 48 1 P I— FI 16.965 KEEP HORIZONTAL WALL SPACE OCCUPIED BY ELECTRICAL EQUIPMENT TO A MINIMUM (2" LDP-7,9,11 MAXIMUM BETWEEN PANELS). #10W ENTIRE 1 CCT-ALL I 16.975 FURNISH AND INSTALL SINGLE GANG BOX AT J 1 LOCATIONS SHOWN FOR ETHERNET(E) DATA j I CABLES. INSTALL ONE 3/4" CONDUIT WITH PULL WIRE FROM EACH BOX TO BAR JOISTS. TERMINATE CONDUIT WITH BUSHING AT EACH I I END. i I I 2 PHOTO 1 E2.3 LAB I I 1 I I LDP-2,4,6 O 1 #10W ENTIRE ----- - - - - -- - CCT-ALL LDP-4 ROUTE 1/2" EMT TO JUNCTION BOX 16.156 TYP J 16.157 o TYP ❑ W SUPERCENTER EXPANSION STORE #857 SANFORD, FL REVISIONS: DATE DESCRIPTION "-ROUTE CONDUIT ALONG SHELVING UNIT BETWEEN OUTLETS, TYP p RECEPTACLES MOUNTED _ +12" TO SHELVING UNIT. TYPICAL UNLESS NOTED BENCHIURK GROUP (5O1)636-5004 121 W. WALNUT ROGERS, ARKANSAS. 72756 p ❑ o o OTHERWISE. JOB NO.:99-5476 DESIGNED BY: RYJ 03 OCTOBER 2000 SEP 2 9 21 00 .+'o the beat of my kuu*Addgt, these plans and gpe0lheiationa comply with the applicable minimmm bedding codes. FRONT CHECKOUTS/ ENLARGED POWER PLANS E2 o-- Ln N w O N O x N O Q ry i7 1fi 15 14 i3 I l l STOCKROOM I E RECEIVING 0 12' SEASONAL J J J 11' 10' 14' 29 LR-17 SEASONAL ° LR-15 11' 10' 14' SEASONAL SHOP LR-13,15,17 ° 5'-6" 0"P"L REFER TO SHEET E2.4 FOR CIRCUIT IDENTIFICATION rGFITYP OF 3 -0„ i2 1i O• 10 � � 7 6 5 Q 3 2 1 0 —1 —2 ELECTRICAL/I COMMNICATION ^ ^ ROOM FIXTURE 111E 12 ¢ r-1 EDC1 E 172 SPRINKLER SECURITY UPC/MERCH. CLAIMS 1 n 127 126 ❑ �..__ 113 STOCKROOM PHARMACY PHOTO ��, ❑ 114 RECORDS STORAGE 129 E28 115 E ❑❑�❑❑�❑❑ JANITOR 16 ANAGEMENT UN 122 00 DAIRY COOLER E 101 ® 96 E E1o2 O FAMILY WOMEN FIXTURES ° E103 TRAINING TOILET BREAKROOM ROOM E to4 L Y s7W EY CUSTOMER ❑ 0 L 105E 107 124 9 SERVICE MEN BREAKROOM ❑ \ E 106 E E E E 98 (SMOKING) -- --- ---- I — ----------- J J I J ❑13�I BOOTWALL 13I ° 1 0 O O O O ❑ 1 LDP-12, 14, 16 51' I ❑( I II I II 18 ' 1 PHOTO I I I 1 ELECTRONICS LAj-E�7 I E2.3 LDP-14 II TYP E YJ II 2 J 64 65 0i a FABRICS I I I I COUNTER II I 8 LDP-19,21,23 1 JI I1 ° 10' #10W ENTIRE CCT-ALL LDP-23 10 1 I 1 I I ELECTRONICS 1 II I OCER Y J LDP-21 ° 3' 1 77 ° C/o El 67 , 68 I 2' II I FREEZER E ,2 ' ° I II TYP 16.136 J 0 — — — rLDP-16SPORTING °6 GOODS C/0 4' 10' 7' 10' 106' 4'rj�4' ° ° 8' LD-65 ELLECTRONICS BILE IG BATTERIES J J VIDEO J MUSIC II 9' 9' 9' I I 26' ° ° ° 6, ° 6. I MEAT DELI II I COOLER 12' J 5' AUTO APPEARANCE o LDP-13,15,17 3/4"C #8W ENTIRE LD-104,106,108 CCT-ALL #8W ENTIRE CCT-ALL COLOR CHIP LDP-15,17 CEILING BOARD J FANS I 9' J PAINT g J 3/4"C 5❑ MIXER LD-61,63 16.137 J G #8W ENTIRE J SEASONAL 5' IG CCT-BOTH 10' J SEASONAL 3/4"C 11' °5 LR-11 ° 20' 7' SEASONAL J —�r- Ak SEASONAL LZP-17,19 °10 TOYS 15' 15' ° 17' f 11 LIVE Y J 73,74 FIS LR-25 [D E 3' J 0 SEASONAL J 2 LR-27 SHOP C/0 14' E2.4 IG C I 130 LR-19,21,23 ° '} 1 � i ETyER 1 1 . i I I GARDEN CE TER ---------------------� I i I , ¢ 1 0 0� I I I I I TO REMOTE GARDEN CENTER CHECKOUT RE: 1/E2 3' BLOOD J PRESSURE° 5 II II GROCERY ° I ° SALES ° II ° I I EAT i I I HOLDI qG OOLE LD-67 ° ° II #10W ENTIRE ° ° II 11' I CCT I I SEE GROCERY SHEETS FOR ❑ POWER DROPS IN THIS AREA LAMPS i1 SALES AREA II LOCATIONS SHOWN ARE APPROXIMATE. II PROVIDE WIRING TO CONNECT TO DISPLAY II SEE GROCERY SHEETS I X WITHIN 15 OF LOCATION SHOWN. I FOR EXACT LOCATION MEAT OF HOBART BOXES PREP I El REFER TO SHEET E3 FOR 10' 16.15616.157 TYP II POWER DROP SCHEDULE II ° X FOR DISPLAY WIRING J ii DRESSINGH10 ROOM LY-41 II H REMOVE POWER DROPS TO EXISTING COUNTERS AND II DISPLAYS AS REQUIRED i I i ICE C AM ° SEASONAL EZER II RE SEAFOOD J LZ-33 LZ-31 , 33 I I COOLER 10' #10W ENTIRE II J J CCT 31 II SEAFOOD 10' SEASONAL LZP-9 LZP-3 II FREEZER I CARDS ICARDS1 I J— J J J J J I DIVIDE JEWELRY CASE LOADS I 8 LZPI-19 COSMETICS COSMETICS LZP-1,3 EVENLY BETWEEN TWO CICUITS II HE II II LZP-7,9 16' I LZP-11 , 13 JEWY J Y C/o COSMETICS I >> J J 58QE II—E]QE 57 8' 10' 9' 9' 8' 0 J 0 I II II II 15' II II IG it II II II LZP-5,7,9 LZ-35 I 11 7' 10' II ° II �� II i/ LZP-15,17,19 �I �i�— — _ — ��� �#10W #10W ENTIRE I i� 1———— — — — — —— - _ - - - - - - - - - - J CCT 17,19 31 5 3 I 1 ���i < #10 cR QE 0 0 0-_ SERVICE 29 27 25 23 21 19 17 15 13 11 9 7 O L- — Tr — — — — ° O °@ 0 0 0' 0 0 0 0 0 0 0 OE DELI - - - - - El I) El E) E) ED 18 O El El E) a El El❑ -- --.D _❑❑ CAKE DECORATING ® Fi DELI x Oil IF :Fj 'HARMACYJ 30 ® 6 4 2 COOLER DELI BAKERY H5 0 28 26 24 22 20 16 14 12 10 8 O (9 O WOR 0 0 O O O O O (9) O O O ° ID o DELI Rood ❑ �AK FREEZER OOt FRONT °CHECKOUTS 0 u 0 ° ° ° ° ° u 54 u u 0 0 FFU EED II II u ❑❑oo HT o❑ iAIR CAREET COURTESY DESK I TENANT ❑❑, oo�� oo�� o� ® o °� _ _ SPACE 01?0 08°0 8HOO GO ❑oo ❑°o II JANITOR ❑ T - II CART STORA E u E II VESTIBULE 173 VISION CENTER u El ELECTRICAL I OTHER I NCOMF 11 n ROOM #3 191 92 94 BANK 190 91 93 Cr MEN CASH 78 = _ = MEN 117 118 COUNT I G E E 121 E STORAGE RETURN PORTRAIT STORAGE LOSS PREVENTION -' POWER DROP/SPECIAL SYSTEMS CABLE PLAN SCALE: 1"=20'-0 0 °0000 — ELECTRICAL ROOM #2 it it CART STORAGE VESTIBULE ° II m ❑❑❑❑ ❑ EL 11 OTHER INCOME ❑7 r_� DC4 PRODUCE PREP 131111uwzoTfwmv*"'m BAKERY FREEZER E 132 KEYNOTES 16.136 FURNISH AND INSTALL TWO JUNCTION BOXES, WITH "O" AND "Y" CONNECTORS ABOVE OR BETWEEN TELEPOWER POLES AS SHOWN ON DRAWINGS. MOUNT JUNCTION BOXES TO BOTTOM OF BAR JOISTS. INSTALL TELEPOWER POLES AND PIGTAILS WHEN OWNER SETS COUNTERS. FURNISH AND INSTALL UNISTRUT OR SIMILAR SUPPORTS AND HARDWARE FOR SECURING TOP OF TELEPOWER POLES TO BUILDING STRUCTURE AS REQUIRED. METHOD OF ATTACHMENT, UTILIZING OWNER FURNISHED POLE EXTENDERS, MUST ALLOW FOR VERTICAL MOVEMENT OF POLE. REUSE ALL EXISTING TELEPOWER POLES, "0" AND "Y" CONNECTORS, AND FLEXIBLE CONDUIT PIGTAILS. ADDITIONAL NEW PREWIRED TELEPOWER POLES, CONNECTORS AND PIGTAILS WILL BE FURNISHED BY OWNER AS REQUIRED. 16.137 FURNISH AND INSTALL TWO JUNCTION BOXES, WITH "B" AND "G" CONNECTORS ABOVE THE PAINT MIXER TELEPOWER POLE AS SHOWN ON DRAWINGS. CONNECTORS WILL BE FURNISHED BY OWNER. MOUNT JUNCTION BOXES TO BOTTOM OF BAR JOISTS. PREWIRED TELEPOWER POLES AND FLEXIBLE CONDUIT PIGTAILS WILL BE FURNISHED BY OWNER. INSTALL TELEPOWER POLES AND PIGTAILS WHEN OWNER SETS COUNTERS. FURNISH AND INSTALL UNISTRUT OR SIMILAR SUPPORTS AND HARDWARE FOR SECURING TOP OF TELEPOWER POLES TO BUILDING STRUCTURE AS REQUIRED. METHOD OF ATTACHMENT, UTILIZING OWNER FURNISHED POLE EXTENDERS, MUST ALLOW FOR VERTICAL MOVEMENT OF POLE. 16.156 DISPLAY POWER DROPS: FURNISH AND INSTALL A 4" SQUARE JUNCTION BOX AT BAR JOIST IN THE LOCATION SHOWN. APPROXIMATELY 90 DAYS PRIOR TO POSSESSION DATE, A FINAL MERCHANDISE PLAN WILL BE ISSUED BY WAL-MART. IF POWER DROPS ARE AFFECTED BY MERCHANDISING CHANGES, A REVISION OF THIS PLAN WILL BE ISSUED SHOWING FINAL LOCATIONS FOR DISPLAY POWER DROPS. FURNISH AND INSTALL CIRCUITRY TO DISPLAYS AND RACKS WHEN THEY ARE SET BY THE OWNER. THERE SHALL BE NO ADDITIONAL CHARGE TO THE OWNER FOR DROPS RELOCATED WITHIN 15 FEET FROM WHERE SHOWN ORIGINALLY. REFER TO POWER DROP SCHEDULE FOR INSTALLATION REQUIREMENTS. 16.157 LABEL POWER DROPS UPON INSTALLATION OF JUNCTION BOX IN THE FOLLOWING MANNER: ATTACH A 4" X 6" INDEX CARD AND FLUORESCENT MARKING TAPE TO BOX. TAPE TO EXTEND BELOW CEILING LINE. SUPERCENTER EXPANSION STORE #857 SANFORD, FL REVISIONS: DATE DESCRIPTION D BENCHMARK GROUP (501)636-5004 121 W. WALNUT ROGERS, ARKANSAS, 72756 J0BNO.:99-5476DESIGNED MJ OCTOBER2000 03 SEP 2 9 2000 To the best of 1nq knowledge $hese ]plans and specificatlolu �romplq with the applicable sutxzlmum building codes. POWER DROP/SPECIAL E 2 SYSTEMS CABLE PLAN F3 r� Ln N w Qo 0 N O X N O m n, FY C�� E - !oi 17 16 15 14 0ROOF POWER PLAN 1 SCALE: 1"=20'-0" RE: ARCHITECTURAL PLANS GFI DUPLEX RECEPTACLE WITH WEATHERPROOF BOX AND COVER GUTTER ROOF LINE _ SEAL 1/2" EMT I-- PENETRATIONS CONDUIT _ RE: ROOF , , POWER PLAN ® i FOR CIRCUIT _ J I i I I 3 HOIST POWER DETAIL NTS 1.29.8 WME-131 10'-0' PROVIDE A TEMPORARY COVER FOR OPENING i TO STEEL JOIST IN TWO PLACES OUTDOOR SENSOR ASSEMBLY MAST NTS 12.2.6 WME-105 KEYNOTES 16.168 EACH NEW ROOFTOP UNIT IS EQUIPPED WITH A FACTORY INSTALLED HACR RATED CIRCUIT BREAKER DISCONNECT. PROVIDE CIRCUITRY AS SHOWN. ROUTE ALL CONDUITS WITHIN CURB. 16.939 EXISTING SATELLITE ANTENNA SHALL REMAIN. EXTEND EXISTING POWER CIRCUITRY FROM SATELLITE AUXILIARY ELECTRONICS UNIT (AEU) ON ROOF TO NEW PANEL LU1. FEED AS SHOWN. RECONFIGURE CIRCUIT SO THAT GROUND IS ISOLATED FROM RACEWAYS AND ENCLOSURES. REPLACE ANY GROUNDED WIRING DEVICES WITH ISOLATED GROUND DEVICES OF SAME CONFIGURATION. VERIFY CONTINUITY OF RACEWAY SYSTEM GROUND, AND REPAIR AS REQUIRED; OR FURNISH AND INSTALL AN EQUIPMENT GROUND WIRE IN THE RACEWAY AND BOND TO ALL ENCLOSURES AS PERMITTED BY NEC. COORDINATE RELOCATION OF SATELLITE COMMUNICATIONS EQUIPMENT WITH MS. STACEY SIMONS OF WAL-MART TELECOMMUNICATIONS DEPARTMENT AT (501) 277-3504, ALL CONTROL AND SIGNAL CABLES WILL BE FURNISHED AND INSTALLED BY WAL-MART. 16.956 NEW RTUS ARE EQUIPPED WITH A FACTORY INSTALLED GFI DUPLEX RECEPTACLE. PROVIDE CIRCUITRY AS SHOWN. ROUTE ALL CONDUITS WITHIN CURB. 16,958 FURNISH AND INSTALL ENGRAVED NAMEPLATE AT EACH RTU MAINTENANCE RECEPTACLE INDICATING THE CIRCUIT NUMBER. ATTACH TO RECEPTACLE COVER OR BOX, OR TO RTU, USING RIVETS OR SCREWS. EXERCISE CAUTION WHEN INSTALLING SO THAT THE RTU IS NOT DAMAGED IN ANY WAY. WAL*MAn -1 SUPERCENTER EXPANSION STORE #857 SANFORD, FL REVISIONS: DATE DESCRIPTION BENCHMARK GROUP (501)636-5004 121 N. WALNUT ROGERS, ARKANSAS, 72756 JOB NO.:99-5476 DESIGNED BY: RYJ 03 OCTOBER 2000 SEP 2 2000 To the beat of my knowlaelel® these plans and specificationa Comply with the applicable m1nimum building codex. ROOF POWER PLAN E 2 * 5. 196" AFF MAX Lo Q0 N w N 0 x m N 0 m n, 75 n, 3/4% ROUTED CONCEALED FOR NEW CONSTRUCTION, EXPOSED FOR EXISTING WALLS 4"x4"x2 1/8" BOX 4"xC x2 1/8" BOX FIRE ALARM HORN/ WITH COVER STROBE BY OTHERS HORN/STROBE AND SECURITY SYSTEM CONDUITS NTS 12.2.6 WME-133 3/4"CONDUIT THRU OUTSIDE WALL TO STOCKROOM & ROUTED TO BAR JOIST. CEILING (2)4"x4"x2 1/8" 4'x4 x2 1/8' BOXES SURF BOX SURFACE �2 in. ACE MOUNT -CONDUIT COOLER SEAL DOORWAY All OVERHEAD VIEW MEAT PREP AREA FLOOR MEAT PREP AREA ELEVATION PLAN VIEW HORN/STROBE CONDUIT (MEAT PREP) NTS 12.2.6 WME-129 4" OR 4-11/16" SQUARE JUNCTION BOX, DEPTH TO SUIT WIRE COUNT. SC (SECURITY CAMERA) RECEPTACLE ONLY WHERE SHOWN ON CONDUIT TO OTHER PLANS. RECEPTACLE TO BE MOUNTED ON RECEPTACLES COLUMN FACING REAR OF STORE SC RECEPTACLE SHALL BE MOUNTED AT THE SAME ELEVATION AS THE BOTTOM CHORD OF JOIST 3/4" CONDUIT TO BAR JOISTS. 4"x 4"x 2 1/8"BOX SURFACE MOUNTED ON TERMINATE WITH BUSHING -------COLUMN, TYP. BOXES SHALL BE MOUNTED CORRESPONDING TO HORN/STROBE SHOWN CONDUIT FOR ON FA1. COLUMN 3/4" FLEXIBLE J-BOX RECEPTACLE CONDUIT LOCATE BOTTOM OF BOX 12'-0" J-BOX COLUMN AFF, TYP 3/4" FLEXIBLE CONDUIT TOP VIEW 1/2" CONDUIT & BOX EXPOSED ON RECEPTACLES TO BE MOUNTED COLUMN. CONCEAL CONDUIT AND USE ON COLUMN FACING REAR OF STORE FLUSH BOX ON WRAPPED COLUMN , +74" AFF ('��COLUMN HORN/STROBE CONDUIT 3/4" CONDUIT ROUTE TO BOTTOM - CHORD OF BAR JOISTS OUTSIDE CASH OFFICE DOOR. 3/4" CONDUIT ROUTE TO 1'-0" ABOVE BAR JOISTS AND TURN 900 AWAY FROM WALL FOR GUN ROOM. HANDY BOX WITH COVER------- AT CASH OFFICE CONCEAL CONDUIT AND FLUSH MOUNT BOX INSIDE WALL NTS N ELEVATION OF INTERIOR GUN ROOM/CASH OFFICE SECURITY SYSTEM CONDUIT (GUN ROOM / CASH OFFICE NTS 12.2.6 WME-122 1.20.8 WME-137 2'-p„ ACCESSORY (TAN) N �- BACP FACP �i (GREY) (RED) r— Lr) cN 4 " 0 0 0 _ o 0 0 5" 5" 1'-4 1/2" 4'-0" 3/4 % ROUTED TO BOTTOM CHORD OF CEILING BAR JOISTS OUTSIDE RESTROOM DOOR. BOX MUST BE ON-\ WALL FACING STALLS 4"x 4 " x 2 1/8" BOX FLUSH MOUNTED MOUNT BOX 80" OPPOSITE AFF WATER CLOSET % AND STALLS 0 FLOOR STROBE CONDUIT (RESTROOMS) NTS 12.2.6 WME-121 REFER TO ARCH ELEVATIONS FOR EXACT LOCATION OF SIGN EXTERIOR WALL 37'-8" 3/8" FLEX CONDUIT 5' LONG SUPPLIED WITH LETTER, STUBBED THROUGH AND CAULKED BY ®� SIGN INSTALLER. t A O A 5' -0"4" X 4 JUNCTION BOX SUPPLIED AND INSTALLED 5'-10" 5'-4" 5'-2" 6'-0" 1 3/4" BY CONTRACTOR. FINAL CONNECTION AT EACH 2'-0"3'-10" 2'-O" INSTALL SIGN CIRCUITCHARACTER BY J-BOX WITHIN 3'CONTRACTOR. ELEVATION OF WALL PENETRATION SECTION NTS NTS TYP OF EACH CHARACTER SIGNAGE ELECTRICAL ROUGH --IN DETAIL �r NTS C x4"x2 1/8" WEATHER PROOF BOX 2" ABOVE DOOR 3/4" CONDUIT ROUTED FROM BAR JOIST TO CENTER OF VIEW INSIDE DOOR, THRU WALL FREEZER -COOLER TO 4"x4"x2 1/8" WEATHER PROOF BOX ABOVE DOOR CONDUIT SEAL 4 in. EXTERIOR OF FREEZER -COOLER STROBE CONDUIT (FREEZERS/COOLERS) 1 NTS 12.2.6 WME-128 _____3"x3" PANDUIT WITH COVER 6'-0" LONG 24 VOLT �- POWER SUPPLY (TAN) �- 120V OUTLETS (TYP 3 PLACES) �-- RE: PANEL SCHEDULES CONTRACTOR TO LABEL BREAKER AND INSTALL HANDLE LOCK -ON DEVICES. FACP MOUNTING DETAIL NTS 12.2.E WME-117 3/4" C. ROUTED CONCEALED FOR NEW CONSTRUCTION EXPOSED FOR EXISTING WALI IN AREAS WITH NO OPENING MOUNT J-BOX AT +84" AFF 4 in 12.2.6 WME-132 ROUTE CONDUIT TO BOTTOM CHORD OF BAR JOISTS AND TURN 90 DEGREES FROM WALL. IN AREAS WITHOUT CEILING, ROUTE TO BAR JOIST AND TURN 90 DEGREES FROM WALL. CEILING 3/4 % ROUTED CONCEALED FOR NEW CONSTRUCTION, EXPOSED FOR EXISTING WALLS FAAP SWITCH BOX 6" SECURITY : 7- PANEL 48" FLOOR FAAP, SECURITY PANEL MOUNTING DETAIL NTS 6.25.8 WME-127 CONTRACTOR TO COORDINATE WITH LOCAL SITE OFFICIAL FOR REQUIREMENTS OF EITHER THE P.I.V. (POST INDICATOR VALVE) OR THE O.S.& Y. (OUTSIDE STEM AND YOKE) VALVE AT MAIN FIRE SERVICE ENTRANCE AND ANY SPRINKLER VALVE REMOTE FROM BUILDING. TAMPER SWITCH N 3/4" LIQUID co TIGHT CONDUIT 3/4" GALVANIZED RIGID CONDUIT (GRC) P.I.V. POST INDICATOR VALVE O.S.&Y. OUTSIDE TO NEAREST ELECTRICAL STEM & YOKE ROOM OR PUMP ROOM. STUB THRU FLOOR 24" TO A 4" SQUARE BOX WIITH PULL STRING. TAMPER SWITCH CONDUIT DETAIL NTS 4" x 4" x 2 1/8" BOX FIRE ALARM HORN/STROBE BY OTHERS 4 in. HORN STROBE CONDUIT (INTERIOR OPENINGS) NTS 12.29.9 WME-120 12.2.6 WME-124 PROVIDE 2 MOUNTING BOLTS WITH HEX -HEAD NUTS AND OVERSIZED WASHERS EACH SIDE OF DOOR. PAINT EXTERIOR SIDE OF BOLTS TO MATCH DOOR. WALL DOOR RAIL LIMIT SWITCH SQUARE D #9007-054B2 WITH #9007-EA-1S ARM DOOR PROVIDE PLATE TYPE BRACKET, PLAN VIEW APPROX. 1"H x 12 GA. SHEET METAL, FORMED TO FIT AND MOUNTED TO DOCK DOOR APPROX. 8" AFF. FIELD VERIFY MOUNTING HEIGHT TO OPERATE LIMIT SWITCH PROPERLY. FANS SHALL BE ON WHEN DOOR IS OPEN CART STORAGE SUPPLY FAN CONTROL NTS 12.5.6 WME-101 3/4" LIQUID TIGHT 1 1/4"C TO ABOVE CEILING SUPERVISORY (TAMPER) CONDUIT INSTALLED IN SALES AREA, OR TO BAR SWITCH, (BY SPRINKLER BY CONTRACTOR JOISTS IN STOCKROOM BY CONTRACTOR) SWITCH CONTRACTOR MUST BE LOCATED IN THE 12 O'CLOCK WATER FLOW SWITCH POSITION (BY SPRINKLER CONTRACTOR) 3/4" FLEXIBLE CONDUIT INSTALLED BY CONTRACTOR 4" SQUARE J-BOX INSTALLED BY 1" PIPE SLEEVE, CONTRACTOR CAULK AND MAKE WATER TIGHT SPRINKLER RISER EMPTY CONDUIT WITH PULL CONTRACTOR SHALL PROVIDE 3/4" STRING FOR SUPERVISORY CONDUIT TO ALL SPRINKLER WATER SWITCH AT BACKFLOW DEVICE AND VALVE TAMPER SWITCHES WHEN REQUIRED. COORDINATE WITH CIVILS. FIRE ALARM TAMPER AND 09 FLOW SWITCH CONNECTIO14 DETAIL NTS 12.2.6 WME-126 SURFACE MOUNT 3/4" CONDUIT INTERIOR ELEVATION SECURITY SYSTEM CONDUIT (OVERHEAD DOORS) NTS 12.2.6 WME-123 CMU BOND ON ALL FIRE EXIT DOORS ROUTE CONDUIT TO BOTTOM CHORD OF BAR BEAM INTERIOR FACE 3/4"C JOISTS AND TURN 90 DEGREES AWAY FROM WALL. IN AREAS WITHOUT OF WALL CEILING, ROUTE TO BAR JOIST AND TURN 90 DEGREES AWAY FROM WALL. 3/4" C. CONDUIT ROUTED STRAP 3/4" C. ROUTED CONCEALED CONCEALED HANDY BOX FOR NEW CONSTRUCTION 4"x 4"x 2 1/8" BOX FOR NEW AND COVER EXPOSED FOR EXISTING WALLS FIRE ALARM CONSTRUCTION HORN/STROBE EXPOSED 4"x 4"x 2 1/8" BOX BY OTHERS FOR EXISTING FIRE ALARM r---� WALLS HORN/STROBE r - -_ - HANDY BOX 'EXIT' 3/8" BX BY OTHERS 'EXIT' WITH COVER 6 J _ _ _, HANDY BOX CONNECTOR DOOR HEAD DOOR HEAD WITH COVER DOOR HEAD DOOR 4 in. 4 in. SECTION AT FRONT BOND BEAM VIEW 8"' 8" SURFACE MOUNT INSET ' L 8 ' $" INTERIOR FACE NOTE: ATTACH HANDY ��/ REFER �� REFER CMU BOND OF WALL BOX TO DOOR HEAD. INSET �� �\ BEAM all 3/4"CINSET CONNECTIONS FROM ,' ` HANDY BOX HANDY BOX TO DOOR AND COVER II SECURITY DEVICES �� JAMB BY OTHERS. 3/8" BX `� SIDE OF ` HINGE CONNECTOR BY E.C. ` DOOR \` ,'/ SIDE OF DOOR 3/8" BX TYP CONNECTOR FLOOR DOOR HEAD DOOR SINGLE DOOR INTERIOR VIEW DOUBLE DOOR SECTION AT FRONT BOND BEAM VIEW NSTROBE AND SECUR I TY SYSTEM CONDU I TFLUSH MOUNT INSET N�®R 7.28.E WME-119 A- N O X N O m ry Ln N W LO N O X N G) O m n, W I I I 3/4"C, 3#8, 1#10 GR CONDUIT CONCEALED TO PANEL LD I IN WALL IN EDC1 I 11 II IMOUNT CENTER OF II TO ' PANEL LU1 ;BOX +40" IN EDC1 e � e I :UPS RECEPTACLE .� I #6, 4 CONDUCTOR ' IRE: SPEC 16100 TYPE SO ' PORTABLE CORD IBATTERY CABINET 6'-0" LONG TYP I UPS ELECTRONICS I UPS FURNISHED ' UPS PLUGRE: ' AND INSTALLED SPEC 16100I BY OWNER TYP OF 2 ELEC/COMM ' L-------------_-----------------------------I ROOM ' UPS AND DISTRIBUTION DETAIL NTS 9.29.9 WME-110D UTILITY POLE UPS RECEPTACLE RE: SPEC 16100 AND SHEET E2.3 CT'S FURNISHED AND INSTALLED BY UTIITY COMPANY IN TRANSFORMER. METER SOCKET FURNISHED BY CONTRACTOR AND WIRED BY UTILITY COMPANY. CONTRACTOR TO INSTALL 1-1/4"C FROM CT'S AT TRANSFORMER, TO METER. REFER TO CIVIL DRAWINGS FOR LOCATION OF SERVICE - TRANSFORMER SECONDARY TERMINATIONS AT XFMR BY UTILITY COMPANY - PRIMARY TERMINATIONS BY UTILITY COMPANY PRIMARY TRANSFORMER STRAIN RELIEF CONNECTOR CRITICAL POWER PANEL #6 COPPER WIRE TO GROUNDING ELECTRODE #6, 4 CONDUCTOR TYPE SO PORTABLE CORD 8'-0" LONG UPS PLUG RE: SPEC 16050 `- UPS FURNISHED AND INSTALLED BY OWNER UPS AND DISTRIBUTION DETAIL NTS 9.29.9 OUTSIDE WALL MSWB XFMR PAD BY CONTRACTOR PER UTILITY COMPANY REQUIREMENTS TRENCH AND BACKFILL BY CONTRACTOR PRIMARY CONDUITS AND SECONDARY TERMINATIONS CONDUCTORS BY UTILITY COMPANY AT MSWB BY CONTRACTOR SECONDARY CONDUITS, CONDUCTORS AND TRENCHING BY CONTRACTOR UTILITY COORDINATION DETAIL 3 NTS 1.20.8 WME-130 MAIN WATER SHUT-OFF VALVE EXTERIOR WALL VERTICAL BUILDING STEEL PROVIDE BUILDING STEEL GROUND CONNECTOR, 0-Z/ GEDNEY #QG OR EQUAL x FINISHED o GRADE �n -I I ID I -I I I=I III -III -III -III- DIID11=I III -III- - - DI1 2"MIN L (1) #3/0 AWG THWN, 3/4 % PVC (EACH) (1) #6 BARE CU., 3/4"C.PVC, ROUTE TO TELEPHONE EQUIPMENT MAIN SWITCHBOARD "MSWB" NEUTRAL BUS MAIN BONDING JUMPER, (1) #750 KCMIL THWN EQUIPMENT GROUND BUS 2 " of H\ rn CONCRETE ENCASED GROUNDING ELECTRODE, #4 AWG BARE CU. CONDUCTOR PLACED HORIZONTALLY MINIMUM 20'-0" ENCASED NEAR BOTTOM OF FOOTING. CONNECT TO PROVIDE 4" GRC WITH FEMALE REBAR AT 2 SEPERATE CLEANED POINTS THREADED END AND MALE (MIN) WITH 0-Z/GEDNEY #ABG-0325 THREADED PLUG COMPRESSION FITTING OR EQUAL. GROUNDING ELECTRODE SYSTEM INSTALLATION SHALL BE IN STRICT COMPLIANCE OF LOCAL CODES AND/OR AUTHORITY HAVING JURISDICTION. � GROUNDING ELECTRODE DETAIL NTS 0 LO W Ln 0 N N 0 x N 0 m n, _ 75- 12.2.6 WME-108 FINISHED FLOOR OF BUILDING 12" MIN. (1) #4 AWG BARE COPPER, 1/2 % , PVC (1) #6 AWG BARE COPPER, 1/2%, PVC 12" MIN. EXOTHERMIC WELD 5/8"x 10'-0" DRIVEN COPPER -CLAD GROUND ROD WME-110A NOTE: TRANSFORMERS SHALL BE GROUNDED IN ACCORDANCE WITH NEC 250-26. THE CONCRETE ENCASED GROUNDING ELECTRODE SUPPLEMENTS THE NEC REQUIREMENTS. CONNECT TO TRANSFORMER CASE. GROUNDING ELECTRODE CONDUCTOR SHALL BE RUN IN CONTINUOUS LENGTH. CONCEAL CONDUCTOR IN WALL IF TRANSFORMER IS MOUNTED ABOVE CEILING. COORDINATE EXIT WITH CONCRETE CONSTRUCTION AND PROTECT FROM DAMAGE. GROUNDING ELECTRODE: NO.4 AWG BARE COPPER. PLACE MINIMUM 20 FT. HORIZONTALLY NEAR BOTTOM OF FOOTING. CONNECT TO REBARS AT 2 SEPARATED CLEANED POINTS (MINIMUM) WITH CADWELD OR EQUAL. 2" MINIMUM CONCRETE AROUND ENTIRE GROUNDING ELECTRODE. TRANSFOR ER GROUND I(NG. ELECTRODE DETAIL NTS. 12.2.6 WME-106 L J - JOIST �/BAR 3" X 2" X 1/4" STEEL ANGLES BETWEEN BAR JOIST ON EACH SIDE OF TRANSFORMER. MOUNT ANGLE WITHIN 4" OF PANEL POINT (WHERE WEB BRACING ATTACHES TO BOTTOM CHORD). BOLT OR CLAMP ANGLES TO BAR JOIST. DO NOT CUT OR DRILL HOLES IN BAR JOIST. TRANSFORMER CEILING MOUNTING BRACKETS 1/2"THREADED STEEL ROD. AS FURNISHED BY TRANSFORMER DRILL 5/8 HOLES THROUGH MANUFACTURER OR USE ANGLES AND INSTALL LOCK 2" X 2" X 1/4" ANGLES. WASHERS AND NUTS ON EACH BOLT TRANSFORMER TO BRACKETS SIDE. (TYP.) OR ANGLES. TRANSFORMER MOUNTING DETAIL NTS PRIMARY r____________________ _______________9 SECONDARY AVAILABLE THREE-PHASE FAULT ! ! CURRENT AT THE SECONDARY TERMINALS OF 7 - 4"C ! THE UTILITY TRANSFORMER IS 21,378 AMPS 4 - 750KCMIL TRANSFORMER: I RMS FOR A 1500KVA TRANSFORMER PER EACH III RE: CIVIL UTILITY COMPANY INFORMATION. ( 3 1 /2"C 12.2.6 WME-109 ! . DRAWINGS FOR I 1 4-700KCMIL AL EXACT SIZE 1 ! EACH) AND LOCATION 1 I CT 1 I i 1 1-1 1/4 % FROM CT'S I REPRESENTS THE AVAILABLE FAULT CURRENT IN TO METER BY CONTRACTOR ! RMS SYMMETRICAL AMPERES AT THE RESPECTIVE ! TRANSFORMER, PANEL, OR EQUIPMENT. I I L----------- - - - - -- -- --------------- METER MOUNTED ON REAR WALL 20,911 3 E4 M ---------- ---------------------------------------------------------------------------------------------------------------------------- 2---------I F-------- ' MSWB E4 I' 4000 I ( 600 600 1 600 l 800 ) 800 800 l 4-30OKCMIL, 1 1 0 GR EACH 2"C,4#2/0, 1- 1 1/2"C, 4,640 i (3 / 3,C 1#6GR 3#2/0,1#6GR 2- 2"C,4#3/0, ' (2"C,4#4/0 AL, TD 1#3GR, ; (2 C,3#4/0 AL, 112.5KVA 1#3 IG EACH I 4-400KCMIL AL, 1#4AL GR) 1#4AL GR) 1#3/0 AL GR EACH) COMPRESSOR I I r-- ----- -- - - - --- - - -__ -__----____-� (2 - 2 1/2"C, HOUSE #1 I I 1 1 1 4-250KCMIL AL I RE: 1/GE3 ! ! - 1 1 18,105 17,996 18,10 1 1#1AL GR, 1 - 1 1/4"C, I ! !-----�--____-- 1 1 � #2CU 1 1#1AL IG EACH) 4#3, 1#8GR COMPRESSOR 1 �_ _�, I I r______ ______ __ ___ __, I (1 - 1 1/4"C, HOUSE #2 i ! 1 1! 1 4 6 1 4#1 AL,1#6AL GR) RE: 1/GE3 i I I j 1 r - - - -- - - - - -- -- I E4 E4 1 I 1 20,562 1 20,391 20,735 ! 1 1 1 I ! , PANEL H4B I ! I I ! 1 I r- - - - - -- I I 1 2,640 r— IN EDC4 RE: 1 GE3 HD ! HA1 I I HB 1 ! ! HC1P ! HC2P 1 HC3P I I LD I 1 LDP 1 I I 800 800 8]75 I 1 1 225 225 225 1 100 i I i 1 1 400 I I PANEL H4A IN EDC4 1 400 _ 01 p RE: 1/GE3 1 I 1�75 - _ J50 i ' 1 30 175 --- 1 I i I 2— — — — — r— — — — — — — — — — — — — — — — i 25 0 - � ' H 1 H2 H3 7654321 7654321 7654321 Xa X1 X2 X3 BOND SECONDARY NEUTRAL TO GROUNDING ELECTRODE CONDUCTOR AND TO BUILDING STRUCTURE IN ACCORDANCE WITH NEC 250-26. .TRANSFO,R,MER NEUTRAL BONDING DETAIL NTS 4.29.7 WME-167 2"C,4#3/0, 1#6GR (1 - 2 1/2%, ' 4-250KCMIL AL, 1#4AL GR)---'I 16.081 i16.963 16.966 EDC1 L-------------------- 1 - 2 1/2%, 4#4/0,1#4GR (1 - 2 1/2%, 4-300KCMIL AL, 1#2AL GR) -� CONNECTED LOADS CONNECTED LOADS TABLE LOAD BREAKDOWN EXISTING ADDITIONAL TOTAL LARGEST MOTOR 25 HP HEATING 388.9 KVA 513.8 KVA 902.7 KVA COOLING 355.0 KVA 383.5 KVA 738.5 KVA LIGHTING 186.7 KVA 204.6 KVA 391.3 KVA MISCELLANEOUS 157.8 KVA 428.1 KVA 585.9 KVA KITCHEN 108.3 KVA 108.3 KVA REFRIGERATION 719.7 KVA 719.7 KVA i 3,343 I------ 1 - 1 1 /2 " C , ---- --- - ------, 3#1/0,1#6GR HY ' (1 - 1 1 /2 % , 225 I ' 3#3/0 AL, 1#4AL GR) 150 i TY , 75KVA I 4 6 ' ' E4 E4 #2CU 2 - 2"C,4#1/0, 1 - 1 1/4"C, 1#4GR, 4#3,1#8GR,1#8 IG, LY 1#4 IG, EACH (1 - 1 1/2"C, (2 - 2"C, 4#1 AL,1#6AL GR, 4#3/0 AL, 1#6AL IG) 300 1#2AL GR, 1 0 1#2AL IG EACH) ! I 100 4 5 6 E4 E4 E4 i I I rr 16.963 ELECTRICAL 16.966 ROOM #2 ; 1"C,4#6 6 1#10 GR,1#10 IG LTS1 (1 - 1 1/4%, LP 4#4AL,1#6AL GR, 100 J 1#6AL IG) 6 FURNISH AND INSTALL 2" EMPTY CONDUIT WITH PULL WIRE FOR FEEDER TO FUTURE BANK TENANT SPACE 1 - 1/4"C, 3,281 3#3,1#4GR 1 #8GR r---------------__®_-®_-------------®__—_------- - -------� i' LU2 LZP 3#2/0,1#6GR HZ , 100 100 (2"C,3#4/0 AL, 225 697 4 5 6 16.997 1#4AL GR) E4 E4 E4 � 1� 5 I 1 - 1 1/4"C, TR 4#3,1#8GR,1#8 IG, 30KVA I ( 1 - 1 1/2% _ 4 6UW TZ 4#1 AL,1#6AL GR, ® #8CU E4 E4 112.5KVA 1#6AL 'G) S3, MOUNT BREAKER I #2CU I 100 WITHIN 10 FEET OF TRANSFORMER i i SECONDARY 1#3GR,C,4#3/0, 1 - 1 1/4 % , 1#3 IG EACH ' ' 8 KVA 4#3,1#8GR LZ (2 - 2 1/2"C, LR 1 - 1 1/4"C, I UPS (1 - 1 1/4"C, 4-250KCMIL AL 4#3,1#8GR,1#8 IG, SYSTEM 4#1 AL,1#6AL GR) 1#1AL GR, \ (1 - 1 1/2"C, 400 1#1AL IG EACH) 100 1 4#1 AL,1#6AL GR, 7 100 I 1#6AL IG) I E4 ' 611 ' I 50 I TP i 1 - 1 1/4%, 100 _ 15KVA 4#3,1#8GR,1#8 IG, I i (1 - 1 1/2 % , 100 — #8CU 4#1 AL,1#6AL GR, I SEASONAL S4, MOUNT BREAKER 1#6AL IC) 16.963 ELECTRICAL SHOP pl J WITHIN OF TRANSFORMER 10 FEET —_--__ 16.966 ROOM #3 _J MULTI -SECTION SECONDARY LHC 1'C,4#6 100 p 1 1#10 GR,1#10 IG l (1 - 1 1/4%, 4#4AL,1#6AL GR, 1#6AL IG) PHARMACY HAIR VISION CARE CENTER ONE LINE DIAGRAM NTS NOTE: HEAVY LINES INDICATE NEW EQUIPMENT AND CIRCUITRY. DASHED LINES INDICATE CIRCUITRY INSTALLED BY EDC SUPPLIER. KEYNOTES 16.081 INSTALL. OWNER FURNISHED PREFABRICATED ELECTRICAL DISTRIBUTION CENTER (EDC). EQUIPMENT AND INTERNAL WIRING ARE SHOWN FOR INFORMATION PURPOSES ONLY. THE EDC WILL ARRIVE PREWIRED AND IS AN ETL LISTED ASSEMBLY. UPON AWARD OF CONTRACT, CONTACT DARLINE CASEY OR ERNIE NORTHERN OF HILL PHOENIX AT (800) 899-6973 TO PROCURE FINAL EDC LAYOUT AND ARRANGE FOR DELIVERY. 16.963 ARRANGE ALL REQUIRED WORK ON THE EXISTING SERVICE AND DISTRIBUTION EQUIPMENT SO THAT INTERRUPTION OF SERVICE TO LIGHTS, CASH REGISTER RECEPTACLES, ETC. IS KEPT TO A MINIMUM WHILE STORE IS IN OPERATION. COORDINATE ANY DISRUPTION WITH WAL- MART PRIOR TO DISRUPTION. 16.966 ALL EXISTING PANELS AND TRANSFORMERS ARE LOCATED IN AREAS TO BE DEMOLISHED. INSTALL NEW PANELS AND TRANSFORMERS AND FEED AS SHOWN. CIRCUITRY FED FROM THESE EXISTING FRONT ELECTRICAL PANELS IS CRITICAL TO STORE OPERATION. (ESPECIALLY PANELS LE & LF, WHICH FEED THE CASH REGISTER SYSTEM.) CHANGEOVER WORK ON THESE PANELS SHALL BE COORDINATED WITH THE STORE MANAGER AND DONE AT A TIME WHEN THE STORE IS NOT IN OPERATION. 16.997 POWER SWITCHING PANEL VENDOR TO INSTALL CURRENT LIMITING FUSES IN POWER SWITCHING PANEL TO LIMIT AVALABLE FAULT TO WITHIN PANEL AIC RATING. ELECTRICAL SERVICE AND METERING NOTES 1. ELECTRICAL SERVICE: (A) COORDINATE ALL SERVICE AND METERING DETAILS INCLUDING RELOCATION OF EXISTING UTILITY LINES (IF REQUIRED) WITH BOB McCORMICK OF FP&L AT (407) 328-1902. FURNISH AND/OR INSTALL ALL REQUIRED MATERIAL AND LABOR IN COMPLIANCE WITH POWER COMPANY REQUIREMENTS TO PROVIDE A COMPLETE ELECTRICAL SERVICE AS SHOWN ON DRAWINGS. (MULTIPLE SETS OF SERVICE ENTRANCE CONDUCTORS PER NEC 230-40 & 230- 2 EXCEPTION 7). (B) FURNISH AND INSTALL ALL NECESSARY ITEMS INCLUDING THE FOLLOWING (IF REQUIRED): TRENCHING AND BACKFILLING, PRIMARY CONDUIT, CONCRETE TRANSFORMER PAD, SECONDARY CONDUITS AND CABLES, C.T. CABINET, AND GROUNDING SYSTEM. (C) ENERGIZE AND TEST NEW SERVICE BEFORE TRANSFERRING LOADS FROM EXISTING SERVICE. (D) GROUND SERVICE EQUIPMENT TO COLD WATER PIPE AND TO CONCRETE ENCASED ELECTRODE IN ACCORDANCE WITH NEC 250 AND GROUNDING ELECTRODE DETAIL. (E) FURNISH AND INSTALL MATERIALS FOR A TEMPORARY CONSTRUCTION SERVICE AS REQUIRED. (F) FOR LOCATION OF GROCERY AREA PANELS AND EQUIPMENT, REFER TO SHEETS GE3 AND GE3.1. 2. CONTRACTOR MILESTONE: ALL WORK SHALL BE COMPLETED FOR UPS SYSTEM INSTALLATION 2 WEEKS PRIOR TO POSSESSION DATE. THIS APPLIES TO BRANCH CIRCUIT WIRING FROM UPS PANELBOARD TO LOADS SERVED THROUGHOUT THE STORE. MAIN SWITCHBOARD NOTES 1. ALL OVERCURRENT DEVICES SHALL BE THERMAL MAGNETIC CIRCUIT BREAKERS. 2. SWITCHBOARD SHALL BE FULLY RATED FOR FAULT CURRENT (RMS SYMMETRICAL AMPERES) AS SHOWN ON THE ONE -LINE DIAGRAM. 3. HORIZONTAL THROUGH BUS SHALL BE FULL SIZE. 4. FOR SWITCHBOARDS LARGER THAN 2000 AMPERE, DISTRIBUTION SECTION VERTICAL BUSSING SHALL BE 2000 AMPERE MINIMUM. 5. THE SWITCHBOARD IS PART OF A UL LISTED SERIES RATED SYSTEM THAT REQUIRES THE DOWN STREAM BREAKERS TO BE TESTED WITH THE SWITCHBOARD AS A COMPLETE SYSTEM. THE MANUFACTURER WILL PROVIDE SPECIFIC BREAKER TYPES (CATALOG NUMBERS) TO COMPLY WITH THE TESTS FOR A SERIES RATED SYSTEM. ANY REPLACEMENT BREAKERS SUPPLIED SHALL MATCH EXISTING TYPES (CATALOG NUMBERS) SUPPLIED BY THE ORIGINAL SYSTEM MANUFACTURER. FAILURE TO SUPPLY THE CORRECT BREAKERS WILL VOID THE SERIES RATING OF THE COMPLETE ELECTRICAL SYSTEM. 6. GROUNDING PER DETAIL 2/E4. WAL*MART SUPERCENTER EXPANSION STORE #857 SANFORD, FL REVISIONS: DATE DESCRIPTION BENCHMARK GROUP (501)636-5004 121 N. WALNUT ROGERS, ARKANSAS, 72756 J108 NO.:99-5476 DESIGNED BY: RMJ 03 OCTOBER 2000 SEP 2 9 2000 To the best of my knowledge these plans and specification comply with the applicable minimum ball ding codes. ONE LINE DIAGRAMS E 4 AND DETAILS EMS CA OUTDOOR SENSOR ASSEMBLY. (EACH ATTACH TO CONDUIT WITH HAVE I U-BOLTS FURNISHED W/KIT, DRIP L MOUNT SENSOR ASSEMBLY TY-RAP FACING NORTH 6 INCH[ OAS OTS 1/4" U BO FRONT VIED TO RTU9 FOR CO2 CONTROL BELDEN #8719 WIRE CO2 WIR-1010 =LS 1 EM1 BELDEN 8719 WIRE OR EQUAL TO GROCERY MASTER LIGHT FIXTURE PLM DIMMING CONTROL I FDI H4A I INTERFACE MODULE (FACTORY PROVIDED) IAO (1) WIR-2020 PANEL H4C2 CONTACTOR I (FACTORY WIRED)I CONTROL INTERLOCK RELAY -- (FACTORY PROVIDED) I .... I.R. IOM-EDC4 PSP WIR-202C ------�H4P--- EUU4 (AS REQL EQUIPMENT LOCATED ON EDC4 EMS BACKBOARD RE: 1-REM1 jFCONTROLLER ACK "D"I.R. I.R LTG LTG S COMPRESSOR I ICOMPRESSOR EM1 L_ HOUSE #1 -� LHOUSE #2 -- ' COMPRESSOR HOUSE 120V PANEL IOM- CONTACTOR CONTROL INTERLOCK AHU1 RELAY (TYP OF 2). RE: 1-REM1 GTS1 (FACTORY PROVIDED) GHS 1 GTS2 GHS2 OUTDOOR SENSOR ASSEMBLY MOUNTING DETAIL NTS 12.2.6 WME-116 ALS OUTDOOR 3 SENSOR EM1 OTS ASSEMBLY �— OAS ITS BAP �""' : : ( , IOM- AHU2 PLM PLM PSOP . HA1 .. HA2 — EMERGENCY STATUS INPUT: i ' PSP EP/2 IOM ; (MASTER) HC1P I :XFMR: : PSP HC2P PSP I I ... HC3P....: ( : PSP LDP . EDC1 WIR-2020 CABLES (AS REQUIRED) I I I PSP ' LZP i TO RTU42 i I TO RTU43 WIR-2020 CABLE I ELECTRIC I (TYPICAL UNLESS ROOM #3 OTHERWISE NOTED) E� MS ONE -LINE DIAGRAM NTS lit 17 16 15 14 13 12 11 0. 10 S 8 7 6 � 4 3 � 1 0 -1 -2 2 /2 EM1 EM1 TO EP/2 ELECTRICAL/ EM1 TO EP COMMNICATION S43 S44 r-- �— ROOM ` \J �, FIXTURE SPRINKLER UPC/ � EDC1 SECURITY MERC CLAIMS 11 (\J✓r STOCKROOM S41 i -- RTU41 STOCKROOM RTU42 PHARMACY ® A RECEIVING RTU40 FAMILY RECORDS RTU43 RTU44 S45 ���✓// O S42 TOIANAGEMENT UN RTU45 00 BREAKROOM DAIRY COOLER AYA Y PHOTO RTU39 S40 ® TU37 O RTU38 WOMEN STORAGE m 01n CUSTOMER - S3 9 L FIXTURES TRAINING SERVICE BREAKROOM ROOM MEN (SMOKING) RTU35 O JANITOR ° RTU36 II S37 I I PH T II ALS +14'-0" AFF II I II I RTU34 II 2 TO =P 2 \, ,TO IOM o ° II EM1 / IN EDC4 II I ° S36 I ® AHU2 4 OCER S35 S34 ° II ° FREEZE II GTS2 GHS2 I S33 II RTU32 — 11 MEAT DELI 11 SLAVE LIGHT I COOLER S32 RTU3311 FIXTURE TYPI. p F— II GROCERY SALES EAT RTU31 it I OLDI G RTU30 I DOLE S30 }J I ( S31 RTU25 E S25 BELDEN #8719 OR — EQUAL CABLE TO GROCERY MASTER' FIXTURE �pSEASONAL SHOP ° GD `- — t J RTU24 C• — S24 RTU18 C — S18 S19 7 C - - - - - r--r---f--t-t GARDEN CENTER J/- A II REFER TO GROCERY SHEETS `7 SALES AREA II FOR EXACT SENSOR LOCATION RTU29 r RTU27 RTU28 II IN GROCERY AREA a S29 RTU26 it MEAT I PREP S26 S27 S28 II ° II I I I MASTER L I GHT IREEZ RAM EM 1 TO EP/2 ° EM 1 TO EP/2 FIXTURE TYP SEAFOOD COOLER ® AHU 1 SEAFOOD r3 FREEZER II 1 I ITS IHS ° II GTS1 GHS1 P u 1 II TO FDI EDC4 II IN EDC4 El RTU19 RTU20 RTU22 II S23 RTU21 BELDEN 8719 RTU23� II ° ° BELDEN' ' OR EQUAL TYP #8719 OR � S20 S21 S22 EQUAL CABLE TO ii DRY' SEASONAL MASTER ii PRODUCE FIXTURE _ _ _ S16 S17 � REP PODU E SERVI �-RTU16- - - J I OLE S12 P S13 S14 S15 �� _ _ _ _ _ _ _ T _ _ _ D0_]I EMS CONTRACTOR SHALL 2 TO IOM p T , RA ING® PROVIDE WIR-1010 FROM -- _ - EM1 EDC4 DELI 0 (�.Ir�❑ ❑ �CAK D�COR� I NORMALLY OPEN SPARE ! BAKERY RTU 12 RTU 13 RTU 14 RTU 15 COOLER DEL I BAKERY CONTACTS IN EXHAUST HOOD WOR4 PHARMACY ° DELI - ROO 0 AK FREEZER TO RTU ETM. SEQUENCE II FREEZER 00 OF OPERATION SHALL BE O ° ° Y CO ®° AS INDICATED ON EXHAUST RTU1� ° ° ° PORTRAIT 2 RTU11 HOOD AIR BALANCE 1T JANITOR S3 NOS g5 S7 ELECTRICAL I11 I S11 SCHEDULE. (RE: MECH. DRAWINGS) 0 ' CARE —_ __ —A 0_ _ _ _ _ _ _ — Roots #z � ❑o o❑ COORDINATE ®gll RTU6 RTU8 - 0 B O B O TU9 LOCATION OF S9 SENSORS WITH ROOM ##3 ELECTRICAL RTU3 RTU5 BANK VESTIBULE DOOOO11111111111111 Irm FOOD SERVICE � NOS S10 I VISI N CENI`ER RTU4 COURTESY DESK RTU7 TENANT. VESTIBULE MEN p CART STORAGE II RTU 1 ME = = CASH I COUNTI G SPACET RTU2 I CART STORAGE g 1 STORAGE RETURN S2 II I OTHER INCOME ❑ NOS S 4 STORAGE S 8 I OTHER INCOME 77r LOSS PREVENTION LEAVE 50' OF EMS CABLE AT RTU6 FOR FUTURE SENSOR CONNECTION EMS CABLE PLAN SCALE: 1/32" = 1'-0" FlMAINTAIN EMS GENERAL NOTES FULL OPERATION OF ALL EMS 9. COORDINATE CONNECTION OF DEMAND PULSE CONTROLLED LOADS DURING ALL PHASES OF CIRCUIT WITH POWER COMPANY, ELECTRICAL CONSTRUCTION. ALL LIGHTING AND AIR CONTRACTOR, AND WAL-MART ENERGY CONDITIONING SHALL REMAIN OPERABLE AT ALL MANAGEMENT DEPARTMENT. AT THE TIME OF TIMES. SYSTEM TEST, PROVIDE WAL-MART ENERGY MANAGEMENT DEPARTMENT WITH WRITTEN 2. REMOVE THE EXISTING ENERCON ENERGY CONFIRMATION FROM POWER COMPANY OF DEMAND MANAGEMENT SYSTEM INCLUDING ENERCON PULSE RATIO. PANELS, INDOOR AND OUTDOOR TEMPERATURE SENSORS, OUTDOOR LIGHT SENSOR, INTERFACE IF THE POWER COMPANY IS UNABLE TO PROVIDE RELAYS IN EXISTING RTU'S, EXTRANEOUS A DEMAND PULSE GENERATOR, FURNISH AND CABLE, ETC. SEND ENERCON PANELS TO WAL- INSTALL THE FOLLOWING NOVAR CONTROLS MART. CONTACT WAL-MART ENERGY MANAGEMENT EQUIPMENT AT THE ELECTRICAL SERVICE DEPARTMENT AT (800) 932-3367 FOR SHIPPING ENTRANCE TO MONITOR ENERGY USAGE: INSTRUCTIONS. WATT TRANSDUCER: WAT-80. PRIOR TO REMOVAL OF THE ENERCON ENERGY CURRENT TRANSDUCERS AS REQUIRED CTS-81-3 MANAGEMENT SYSTEM, REMOVE THE ENERCON SHORTING SWITCH ASSEMBLY SSA-82 INTERFACE RELAYS FROM INSIDE THE EXISTING ISOLATION RELAY ASSEMBLY IRA-83 RTU'S AND RECONNECT THE RTU CONTROL ENCLOSURE ENC-84 WIRING THAT WAS ROUTED THROUGH THESE RELAYS TO MATCH THE RTU MANUFACTURER'S 10, PERFORM REQUIRED SYSTEM TESTING AS ORIGINAL WIRING CONFIGURATION. SPECIFIED BY WAL-MART. WAL-MART SUPPORT SERVICE WILL FURNISH TESTING AND SYSTEM 3. CABLE TERMINATIONS SHALL HAVE NO MORE DOCUMENTATION FORMS REQUIRED FOR FINAL THAN 3" EXPOSED WIRES) AND MUST HAVE PAYMENT. REQUEST THESE ITEMS AS SOON AS HEAT SHRINK COVERING END OF INSULATION. PRACTICAL AFTER CONTRACT AWARD. NO FOIL OR UNUSED WIRES) SHALL BE EXPOSED AFTER APPLICATION OF HEAT SHRINK. 11. COORDINATE REMOTE SYSTEM CHECKOUT AND FINAL PARAMETER DOWNLOAD WITH WAL-MART 4. INSTALL NEW CABLE AS SHOWN AND AS SUPPORT SERVICE. SYSTEM SHALL NOT RECEIVE REQUIRED TO PROVIDE A PROPERLY OPERATING FINAL PARAMETERS UNTIL CHECKOUT IS SYSTEM. COMPLETED AND DEFICIENCIES HAVE BEEN CORRECTED. 5. LABEL EACH END OF ALL CABLES TO IDENTIFY WHERE THE OPPOSITE END TERMINATES. 12, RESPOND TO WARRANTY CLAIMS, WITH REPAIR PERSON ON SITE, WITHIN 24 HOURS OF 6. NO CABLES SHALL BE SPLICED. ANY CABLE NOTIFICATION. PROVIDE STANDARD ONE YEAR REQUIRING EXTENSION SHALL BE REPLACED. WARRANTY ON MATERIALS ONLY. PROVIDE 90 DAY LABOR WARRANTY BEGINNING ON GRAND 7. PROVIDE 1/2 INCH CONDUIT FOR CABLES FOR OPENING DATE. THE FOLLOWING CONDITIONS: REQUIRED BY LOCAL ELECTRICAL CODES. 13. MINOR CHANGES IN MATERIALS OR TERMINATION ATTIC SPACE IS USED FOR RETURN AIR. POINTS SHALL IN NO CASE CAUSE INCREASE IN CABLES ARE INSTALLED OUTSIDE BUILDING. COST TO OWNER OR SERVE CAUSE TO GENERATE CABLES ARE INSTALLED LESS THAN 15 FEET CHANGE -ORDER PAPERWORK. NO CHANGE -ORDER AFF. IN INSTALLATION OR TERMINATION OF ENERGY CABLES ARE SUBJECT TO PHYSICAL DAMAGE. MANAGEMENT EQUIPMENT DESIGNATED ON CABLES PASS THROUGH ANY FIRE WALL. DRAWINGS SHALL BE ACCEPTED BY OWNER OR CABLES ARE INSTALLED UNDERGROUND. NOVAR. CABLES ARE INSTALLED IN CONCEALED AREA. CABLES ARE INSTALLED IN FINISHED AREA. 14. ENERGY MANAGEMENT SYSTEM INSTALLER SHALL CABLES ARE INSTALLED IN FINISHED WALL. BE ON SITE THE WEEK OF REFRIGERATION SYSTEM CONTROLS START UP. COORDINATE 8. IDENTIFY TEMPERATURE SENSORS WITH 1 INCH REFRIGERATION START UP DATE WITH WAL-MART HIGH BLACK PERMANENT LABELS. SENSOR REFRIGERATION DEPARTMENT. DESIGNATIONS SHALL CORRESPOND TO ASSOCIATED ROOF TOP UNITS. ENERGY MANAGEMENT SYMBOLS GD ANALOG LIGHT SENSOR ETD ELECTRONIC THERMOSTAT MODULE IHS INDOOR HUMIDITY SENSOR ITS INDOOR TEMPERATURE SENSOR OAS OUTDOOR AIR/HUMIDITY SENSOR OTS OUTDOOR TEMPERATURE SENSOR S-X WALL TEMPERATURE SENSOR H—X WALL HUMIDITY SENSOR GHS—X GROCERY HUMIDITY SENSOR GTS—X GROCERY TEMPERATURE SENSOR OS NIGHT OVERRIDE SWITCH OP POTENTIOMETER HIR RTU HUMIDITY INTERFACE RELAY (PROVIDED WITH UNIT) IAO IOM ANALOG OUTPUT FDI FLUORESCENT DIMMER INTERFACE DPG DEMAND PULSE GENERATOR BAP BURGLAR ALARM PANEL PLM PHASE LOSS MONITOR ROP REMOTE OVERRIDE PANEL PSOP POWER SWITCHING OVERRIDE PANEL CO2 CARBON DIOXIDE SENSOR EMC ENERGY MANAGEMENT CONTRACTOR EP/2 EXECUTIVE PROCESSOR 2 IOM INPUT/OUTPUT MODULE IOM/R INPUT/OUTPUT MODULE WITH OVERRIDE LCU LIGHTING CONTROL UNIT PSP POWER SWITCHING PANEL RTU ROOFTOP UNIT I SUPERCENTER EXPANSION STORE #857 SANFORD, FL REVISIONS: DATE I DESCRIPTION BENCHMARK GROUP (501)636-5004 121 W. WALNUT ROGERS, ARKANSAS, 72756 JOB NO.:9...... DESIGNED BY: ... DA MONTH YEAR S E P 2 J 2000 • To the beat of Shy knowledga these plans and specifications comply with the applicable ENERGY IM 1 MANAGEMENT PLAN E — Q0 Ln Q Q0 N O 0 x 0) N 0 Q cn _ 04 Q 4 0 4 4� 4 Q 4 4 00 SCALE: 1"=20'-0" c D 2'-0" ACCESSORY (TAN) N BACP FACP (GREY) (RED) r L0 r c14 4 " Fol o o 0 0 0 r- 5" 5" 1'-4 1/2" ____3"x3" PANDUIT WITH COVER 6'-O" LONG 24 VOLT POWER SUPPLY (TAN) 120V OUTLETS (TYP 3 PLACES) RE: PANEL SCHEDULES CONTRACTOR TO LABEL BREAKER AND INSTALL HANDLE LOCK -ON DEVICES. D3FACP MOUNTING DETAIL NETT 12.2.6 WME-117 '11_� EOLR I I EOLR EOLR S S S -S EOLR S- -S S -S FAAP EOLR 14 A.W.G. 2/C F.P.L. 18 A.W.G. 4/C F.P.L. FACP aNIRE ALARM DIAGRAM DETAIL TS 12.2.6 WME-118 19 GENERAL CONTRACTOR NOTES 1. THIS SHEET IS FOR INFORMATION ONLY. 2. THIS SHEET ONLY IS NOT PART OF THE GENERAL CONTRACTORS CONTRACT. 3. ELECTRICAL CONDUIT AND BOXES (ROUGH IN) FOR FIRE ALARM AND SECURITY SYSTEMS ARE A PART OF THE GENERAL CONTRACTORS CONTRACT. REFER TO THE POWER PLANS FOR LAYOUT. FIRE/BUILDING OFFICAL NOTES 1. THE FIRE ALARM SYSTEM WILL BE FURNISHED AND INSTALLED BY THE WAL-MART ALARM DIVISION (501-273-8402). 2. THE FIRE ALARM SYSTEM WILL BE MONITORED BY WAL-MART'S OWN U.L. LISTED (S3152) CENTRAL STATION. 3. WAL-MART USES A RADIONIC'S CONTROL PANEL WITH A REMOTE ANNUNCIATOR PROVIDING ENGLISH LANGUAGE READOUT. 4. WIRING SPECIFICATIONS PER N.E.C. ARTICLE 760. 5. CABLE USED FOR ALL DEVICES WILL BE 18 GA. SOLID (U.L.) FIRE PROTECTIVE LIMITED, OR GREATER. 6. ALL FLOW SWITCHES AND TAMPER SWITCHES, WHEREVER LOCATED, WILL BE INCLUDED IN THE FIRE ALARM SYSTEM. 7. REMOTE ANNUNCIATOR WILL BE LOCATED AT OR NEAR THE FRONT ENTRANCE. 8. WAL-MART ALARM DIVISION WILL HAVE RESPONSIBILITY OF RESEARCHING THE JOB SPECIFICS ON THIS PROJECT WITH THE AUTHORIZED GOVERNMENT OFFICIAL HAVING JURISDICTION AND WILL SUBMIT A FINAL PLAN. FIRE ALARM SYMBOLS FLOW DETECTOR SWITCH TAMPER DETECTOR SWITCH HORN W/STROBE LIGHT STROBE LIGHT FACP FIRE ALARM CONTROL PANEL FAAP FIRE ALARM ANNUNCIATOR PANEL EOLR END OF LINE RESISTOR MANUAL PULL STATION O SMOKE DETECTOR ANSUL HOOD SUPPRESSION WAL*MART SUPERCENTER EXPANSION STORE #857 SANFORD, FL REVISIONS: DATE DESCRIPTION s � , . . THIS SHEET BENCHMARK GROUP (501)636-5004 121 M. WALNUT ROGERS. ARKANSAS, 72756 JOB NO.:99-5476 DESIGNED BY: RYJ v I �J F 0 R 03 OCTOBER 2000 I NFORMAT I ON ONLY F IRE ALARM PLAN F P 1 REFRIGERATED CASE/COIL 120V FEEDER SCHEDULE N0. CONDUIT SIZE LIGHTS A/S FANS EQ. GROUND WIRE NOTES: PANEL "CHL" PANEL "CHA" PANEL "CHF" 0 1/2" -- -- (2) #10 (1) #10 1. E.C. SHALL PROVIDE CONDUIT AND WIRE FOR REFRIGERATED CASE FANS, LIGHTS AND ANTI -SWEAT HEATERS TO WIREWAY ON COMPRESSOR HOUSE WALL BELOW "CH" PANELS. WIRE SIZE AS INDICATED IN SCHEDULE. FINAL TERMINATIONS AT CASE AND IN COMPRESSOR HOUSE BY R.E.C. RE: DETAIL 3-RE1. 2. REFRIGERATED CASE WIRING COMPARTMENT IS REPRESENTED ON DRAWING BY RECTANGULAR BOX. WIRING BETWEEN CASES BY R.E.C., SHOWN FOR CLARITY ONLY. 3. CIRCUITS FOR CASES ON SALES FLOOR THAT ARE NOT ADJACENT TO WALLS TO BE ROUTED UNDER SLAB. REFER TO DETAILS 3-RE1 AND 2-A5.2. 4. ALL CIRCUITS SHALL BE #12 WIRE IN 1/2" C. UNLESS INDICATED OTHERWISE, ❑ 1/2" __ __ (2) #8 0 ) #8 ❑3 1/2" (2) #10 -- (2) #10 (1) #10 0 3/4" (2) #12 -- (2) #10 (1) #10 5 3/4" (2) #12 (4) #10 (2) #12 (1) #10 © 3/4" (3) #10 -- (2) #10 (1) #10 ❑ 3/4" (3) #8 -- -- (1) #8 ® 1" -- -- (4) #6 (1) #6 ❑9 1" (2) #10 -- (2) #6 (1) #6 10 1" (2) #10 (6) #10 (2) #12 (1) #10 REFRIGERATED CASE ELECTRIC DEFROST FEEDER SCHEDULE NO. CONDUIT SIZE NUMBER AND SIZE OF CONDUCTORS EQ. GROUND WIRE NOTES 21 1/2" (2) #12 (1) #12 E.C. SHALL PROVIDE CONDUIT AND WIRE FOR REFRIGERATED CASE ELECTRIC DEFROST TO DESIGNATED WIREWAY IN COMPRESSOR HOUSE. FINAL TERMINATIONS AT CASE AND IN COMPRESSOR HOUSE BY R.E.C. RE: DETAILS 3-RE1 AND 4-RE1. 22 1/2" (2) #10 (1) #10 23 1/2 11 3/4" (2) #8 (2) #6 (1) #10 (1) 4-'10 24 25 3/4" 1" 3/4" (2) #6 (2) #4 (3) #8 (1) #6 (1) #6 (1) #10 26 27 28 3/4" (3) #6 (1) #8 WALK --IN UNIT COOLER FEEDER SCHEDULE N0. CONDUIT SIZE COIL FANS (CF) ELECTRIC DEFROST (ED) EQ. GROUND WIRE NOTES 31 3/4" 3/4" 3/4" 3/4" 3/4" (2) #12 (2) #12 (2) #12 (2) #12 (2) #12 (2) #12 (2) #10 (2) #8 (2) #6 (3) #10 (1) #12 (1) #10 (1) #8 (1) #10 (1) #10 E.C. SHALL PROVIDE CONDUIT AND WIRE FOR EVAP. COIL FAN (CF) AND ELECTRIC DEFROST (ED) TO DESIGNATED WIREWAY IN COMPRESSOR HOUSE. FINAL TERMINATIONS AT COIL AND IN COMPRESSOR HOUSE BY R.E.C. RE: DETAIL 2-RE1. 32 33 34 35 TYPICAL REFRIGERATED CASE SYSTEM 5 DOOR CASE 5 DOOR CASE 4 DOOR CASE 12.6 A 12.6 A 9.9 A A�nB B�nC A InC L I 208/30 HOME RUN TO PRE -WIRED PANEL IN COMPRESSOR HOUSE. CONDUIT AND WIRE FURNISHED AND INSTALLED BY E.C. FINAL CONNECTION AT EACH END BY R.E.C. NOTE: ON SYSTEMS WITH UNEQUAL LOADS, R.E.C. (REFRIGERATION ELECTRICAL CONTRACTOR) SHALL ARRANGE CONNECTIONS FOR MAXIMUM BALANCE. CALCULATED UNBALANCED 30 LOAD AO LOAD = (12.6 A + 9.9 A) x .866 = 19.5 A BO LOAD = (12.6 A + 12.6 A) x .866 = 21.8 A (HIGH LEG) CO LOAD = (12.6 A + 9.9 A) x .866 = 19.5A 4 TYPICAL CASE DEFROST WIRING NTS 12.06.99 ER03 CONDUITS FOR REFRIGERATED CASE SYSTEM. CONDUITS) WILL SERVE 120V CASE FAN, CASE LIGHT AND CASE ANTI -SWEAT CIRCUITS, IN ADDITION, CONDUITS) WILL SERVE 208V CASE ELECTRIC DEFROST CIRCUIT (IF APPLICABLE). NOTE: CIRCUITS MAY BE GROUPED TOGETHER TO MINIMIZE NUMBER OF CONDUITS, PROVIDED THAT ALL N.E.C. REQUIREMENTS ARE MET. PROVIDE 5' LENGTH OF FLEX CONDUIT. FURNISH APPROXIMATELY 12" PIGTAIL STUBBED FROM END OF EACH FLEX CONDUIT FOR FINAL CONNECTION TO REFRIG. CASE ELECTRICAL RACEWAY (BY R.E.C.) PROVIDE TRANSITION FROM PVC TO EMT TYPICAL REFRIGERATED CASE SYSTEM -ROUTE EMT CONDUITS (UNDER CASES, ABOVE SLAB) TO POINT OF TRANSITION TO FLEX 12" WIRE PIGTAILS (TYP) 5' FLEX CONDUIT (TYP) FLOOR BRACKET CONDUIT TO FLOOR AS AO BO 00 I i I I I I I I I I �R iH1F-33,35 \I ....7._�f--,,-23 (LTB-12) LTB-11 C=� NH-a"21 (LTB-11) 16.660 C T9 ED MTC-12 �'� J J RE: 1-E4 N CF 34 16.003 v MTC-12 16.661 o ; I OUT`y MEAT & DELI 16.001 DUPLEX LET FURNISHED WITH REFRIGERATED I � CASE, 120 VOLT. FINAL CONNECTION BY E.C. (TYP.) ,,1 = CH2F CH2L-17,1719 34 COOLER I r*�, MTD-6 � 1 � J I ED LTB-6 (LTB-6) J r i I I (LTB-7) CF. rr` (TYP.) 16.656 N MTC-11 � I N I LTB-7 16.660 �\ I MTD-5 20 MEAT PREP I LTB-7 MTC-11 CF I I I J 000 N V I FLTB­-_6J- IJ I I CH2L-15 1 CH2F-15 _ / I I co v � MTC-10 J LTA-12 LTA-12 LTA-9 LTA-9 qLTA( ci i 16.661 Li. _1 Q Q 1� LL ��---------------------- v v Uv------------------------I ' Li �¢mot LTB-4 v 16.660 i _ I / 27- 27 i V V c� V \ RE: 1-E4 --4 CH1F-8 5 MEAT 32 16.003 I o, _ i ±-�' 21 (LTB-4) HOLDING ------------ ------------ 'I,I LL.J--------------------- I I � MTC-9 = _ 0 I T 7 �' #W�' 27 (LTB-5) ® 16.001 LTA-11 LTA-11 LTA-11 V U Q LTA-10 LTA-10 LL LL -'N ~�' CH2L 11 N _ _ _ ¢ N CH2F-13 cF J ED 32 N V S UU� j = 16 N MTC-10 SEAFOOD SEAFOOD p� p� N N� I COOLER FREEZER LTA-8 LTA-8 I I LTA-5 LTA-5 LTA-5 � � J d ¢ n M r7 = TD-4 LTB-3 �1 ------------------ - --I --------- LL Q I U J ------ 16.660 1 o ,'�+i-' 27 _ LTA-8 i r--�• ++►I► G----\--\ter__�-_ _I�--®_27 v727 �- CH1F-4 LTB-5 1U N'' ---------------------------- I-----iII I J \ 31 Iiurr�r f MTC-8 D 1-RE1.1 0 PANEL "CH2L" PANEL "CH2F" 208V DIST. PANEL (� 112.5 kVA XFMR I 16.101 480V MAIN PANEL V � Y V Q COMPRESSOR HOUSE #2 COMPRESSOR HOUSE #1 - - o n U cl:� SWEATMISER PANEL PANEL "CH1L" n PANEL "CH1A" �Jl 208V DIST. PANEL I T 225 kVA XFMR 16.101 PANEL "CH1F" 480V MAIN PANEL c LLJr2 n \ LTA-6 =_ _ I LTA-7 LTA-7 LTA-7 � Q LTA-6 LTA-6 � � � � 16.660 e Q �r - \ FL-2LTB-1LTB-LTB-1LTB-2 ® _ U II ---------_------------ tiI JI Q Q --------- � -fLTB-4 O 10 NN IF -"'MTC-8 10 \ EDrnNoocD AT-6- 28 3 �, " �� -r 27 I N N� � I I J " co TUsci \ NOTE: 16.656 - - \ _ _JQ CH2F-30` ) PANELS AND XFMRS PROVIDED I WITH HOUSE. RE: "R" SHEETS MTD-2 (TYP.) MTD-2 MTD-1 MTD 1 MTD 1 LTB-1 V z FOR PANEL DESIGNATIONS CH2 V ><L-13 ;�� .- j ii MTC-7 NOTE: WATER HEATER HEAT TRACE TAPE J� SHALL BE FED FROM 120 VOLT - \ `� ❑ ❑ OUTLET. OUTLET PROVIDED WITH COMPRESSOR HOUSE. 16.661 22 LTA-4 CH1 A-1 CH1 L-1 CH1F-1 \\ i _nC 16.001 WALL OPENING FOR "CH" PANEL, ELECTRIC DEFROST AND 208V FAN CIRCUITS. RE: 12-A2 AND SHEET R2. 16.003 ROUTE UNDERSLAB CONDUITS THRU FLOOR AT THIS LOCATION. ROUTE CONDUIT UP THRU WALL OPENING AND TO COMPRESSOR HOUSE. 16.101 E.C. TO PROVIDE GROUNDING ELECTRODE CONNECTION FOR SEPARATELY DERIVED SYSTEM IN COMPRESSOR HOUSE. ROUTE GROUNDING ELECTRODE CONDUCTOR FROM TRANSFORMER TO EFFECTIVELY GROUNDED STRUCTURAL STEEL IN MAIN BUILDING. 16.656 POINT OF TRANSITION FROM EMT TO FLEX. E.C. SHALL PROVIDE CONDUIT AND FEEDERS FOR REFRIGERATED CASE FANS, LIGHTS, A/S HTRS. AND ELECTRICAL DEFROST (IF REQ'D). FINAL CONNECTION TO REFRIGERATED CASE ELECTRICAL RACEWAY BY R.E.C. RE: 2-R1, 3-RE1 16.660 E.C. SHALL PROVIDE 1-1/2" PVC CONDUIT (WITH PULL STRING) UNDER FLOOR SLAB FOR EMS CABLES. STUB CONDUIT THRU PIT SIDEWALL TO ALLOW FOR CONDUIT COUPLING INSTALLATION. AT WALL, STUB CONDUIT UP TO BAR JOIST. PROVIDE INSULATED BUSHING WHERE CONDUIT TERMINATES 4T 9AR !OIST. 16.661 E.C. SHALL PROVIDE 1-1/2" PVC CONDUIT FOR EMS CABLES UP IN WALL TO BAR JOIST. STUB CONDUIT THRU WALL 3" ABOVE FINISHED FLOOR. PROVIDE INSULATED BUSHING WHERE CONDUIT TERMINATES AT BAR JOIST. CODE (TYP) ❑CH2L-1 \/ / / v / PROVIDEDTRANSITION FROM EMT TO FLEXJ MTC-2 25 CH2F-3 C \ l i%lam '"" GENERAL NOTES REFRIGERATION PIT (TYP) (TYP.) UNDERSLAB PVC CONDUIT FOR I # 16.656REFRI ( _RATED CASE BRANCH ;""" 1. ELECTRICAL CONTRACTOR (E.C.) SHALL FURNISH ALL CIRCUITS. CIRCUITS. x �� 0 CONDUIT AND WIRE AS INDICATED ON DRAWING. E.C. © / \� PRODUCE SHALL INSTALL ALL CONDUIT AND SHALL PULL WIRE \ 7 \ COOLER C _'g IN CONDUIT. AT UNIT COOLERS E.C. SHALL INSTALL CONNECTION WIRING I // -�--- \ i CH2F-9 \ CONDUIT AND WIRE PER DETAIL 2-RE1. AT 3REFRCASE MTG-5 MTC-6 j IGERATED CASES, E.C. SHALL INSTALL CONDUIT NTS 12.6.99 ER02 N C \ \ CNI AND WIRE PER DETAIL 3-RE1. E.C. SHALL ROUTE WIRE -----z z -- �" J AND CONDUIT TO DESIGNATED LOCATIONS IN \ ix _-� \\ COMPRESSOR HOUSE AND SHALL PROVIDE WIRE OF 0 i \` � �� � SUFFICIENT LENGTH TO REACH RESPECTIVE MTC-4 CH2L-3 CH217-7 \ I I \ TERMINATION POINTS. E.C. SHALL TAG AND LABEL CH2F-5 ,A ------- 1--A----------------� EACH CIRCUIT FOR TERMINATION BY R.E.C. 2. E.C. SHALL MAKE TERMINATION OF 480-VOLT COMP- RESSOR HOUSE FEEDERS IN MAIN DISTRIBUTION PANEL I I I - \ IN EACH HOUSE. NOTE: TAP DEFROST CIRCUIT IN J 'I \ ❑ ❑ N� _ i N n '�U CF JB WITH 10 AWG FOR 16.661 _I-- _ = # 3. WHERE REFRIGERATED CASE CIRCUITS ARE SHOWN TO CONNECTION TO UNIT. MAXIMUM CONDULET AT CEILING PENETRATION \ D - __ C�� \ BE RUN BELOW SLAB, E.C. SHALL ROUTE ALL CONDUIT CONDUIT PENETRATION SEALED FILLED WITH EXPANDING FOAM SEALANT _� I BAKERY DELI COOLER TO DESIGNATED LOCATION ON FLOOR. UNDERSLAB WITH SILICONE SEALANT LENGTH OF TAP CONDUCTOR 18'> ( - - COOLER I CIRCUITS SHALL NOT BE ROUTED UNDER WALK-IN CONDUIT AND FEEDERS TO \ MTC-3 35 MTC-1 FREEZERS. UNDERSLAB CIRCUITS SHALL BE ROUTED CONDUIT AND FEEDERS TO NEXT JB ON SAME PRE -WIRED PANEL IN COMPRESSOR i BAKERY ABOVE REFRIGERANT LINES WHERE THEY CROSS. HOUSE. FINAL CONNECTION TO -' CH2F FREEZER SYSTEM (WHERE REQUIRED}. NOTE: CONDUIT - 35 PRE -WIRED PANEL BY R.E.C. LTA-2 `, ��\ -T LTA-1 4. WHERE MORE THAN ONE COIL IS TO BE INSTALLED IN AND FEEDERS SAME SIZE AND QUANTITY AS , i;= I - ---- 1 DELI FREEZER COOLERS OR FREEZERS, CONDUIT SHALL BE ROUTED FEEDERS TO PRE -WIRED PANEL U.N.O. ( ) COOLER FREEZER BOX CEILING I / I ON THE INSIDE FACE OF BOX. CONDUIT PENETRATIONS I ED \--- T \ I CF ED CF ED SHALL BE KEPT TO A MINIMUM. SEAL ALL PENE- PROVIDE CEILING MOUNTED MANUAL SWITCH J I / BAKERY TRATIONS PER DETAIL 2-RE1. PROVIDE CEILING MOUNTED MANUAL SWITCH NEMA 4 'SQUARE D' TYPE K, CLASS 2510 cF 33 cF ( ) i J FREEZER 5. E.C. SHALL PROVIDE NECESSARY CONDUIT AND SHALL j (NEMA 4) SQUARED TYPE K, CLASS 2510 OR APPROVED SUBSTITUTE (BY CONDUIT - - - L - - - - - - - - - - - g O PULL WIRE (PROVIDED WITH COMPRESSOR HOUSE) TO OR APPROVED SUBSTITUTE FOR CONNECTION PENETRATION FOR CONNECTION OF / CONDENSING UNITS MOUNTED ON COMPRESSOR HOUSE OF ELECTRIC DEFROST (ED), (WHERE REQUIRED) EVAPORATOR COIL FANS (CF) I I ROOF. R.E.C. SHALL PROVIDE TERMINATION OF POWER AND CONTROL CIRCUITS AT CONDENSING UNITS AND IN TYPICAL COIL CEILING MOUNTED WP JUNCTION BOX COMPRESSOR HOUSE. WITH THREADED HUBS AND GASKETED 6, E.C. TO COORDINATE ALL WORK WITH REFRIGERATION COVERPLATE CONTRACTOR PRIOR TO INSTALLATION. LIQUID TIGHT FLEX CONDUIT TO 7. REFRIGERATION ELECTRICAL CONTRACTOR (R.E.C.) KNOCKOUT ON UNIT. FINAL \ SHALL MAKE TERMINATIONS OF ALL ELECTRICAL CONNECTION TO COIL BY R.E.C. CIRCUITS INDICATED ON DRAWING, EXCEPT AS DESCRIBED BELOW. R.E.C. SHALL ROUTE ALL CIRCUITS TERMINATING IN COMPRESSOR TO DESIGNATED NOTE: DO NOT LOCATE WP JB DIRECTLY IN FRONT OF DISCHARGE FAN, OFFSET JB TO SIDE. TERMINAL STRIPS. FRONT REFRIGERATION ELECTRICAL PLAN 8. ON GROUPS OF THREE OR MORE REFRIGERATED CASES WITH ELECTRIC DEFROST, R.E.C. SHALL WIRE CASES 2EVAPORATOR COIL WIRING 1 /8" = 1'-0" SO AS TO CREATE A THREE-PHASE HEATER CIRCUIT. NTS 12.06.99 ER01 HEATER LOADS SHALL BE BALANCED BETWEEN PHASES AS EVENLY AS POSSIBLE (RE: 4-RE1). I STORE # H57 1% 0 S AINFORD-1 FL' WAL* MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 1OTH STREET i BENTONVILLE, AR 72712-64•89 Sheet Contents: FRONT REFRIGERATION ELECTRICAL PLAN Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER, 2000 Copyright FOMM CHI L PANEL CONTROLLED VIA 100A-3P FACTORY SERVES: REFRIGERATED CASE LIGHTS LOCATION: COMPRESSOR HOUSE #1 PANEL PROVIDED WITH COMPRESSOR HOUSE PROVIDED PANELBOARD CONTACTOR KVA 208/12OV, 3 PH, 4W 225A, M. L. 0. 10,000 AIC GROUND BUS SURFACE MOUNT DESCRIPTION WIRE BRKR A B C BRKR WIRE DESCRIPTION 1 LTA-4 CASE LIGHTS 20/1 0.35 1.22 1.22 1.22 0.99 20/1 LTB-1 CASE LIGHTS 2 3 LTA-5 CASE LIGHTS 20/1 20/1 LTB-2 CASE LIGHTS 4 5 LTA-6 CASE LIGHTS 20/1 20/1 SPARE 6 7 LTA-7 CASE LIGHTS 20/1 0.99 1.22 1.22 20/1 SPARE 8 9 LTA-8 CASE LIGHTS 20/1 20/1 SPARE 10 11 LTA-9 CASE LIGHTS 20/1 20/1 SPARE 12 13 LTA-10 CASE LIGHTS 20/1 0.99 L0.99 1.22 20/1 SPARE 14 15 LTA-11 CASE LIGHTS 20/1 20/1 SPARE 16 17 LTA-12 CASE LIGHTS 20/1 20/1 SPARE 18 19 SPARE 20/1 3.55 20/1 SPARE 20 21 SPARE 20/1 20/1 SPARE 22 23 SPARE PER NEC ARTICLE 220 20/1 TOTAL TOTAL LOAD FEEDER LOAD 4.66 3.43 20/1 KVA AMPS AMPS AMPS ISPARE 24 30 39 29 11.64 KVA 32 14.55 KVA 40 CH1 F PANELBOARD 208/120V, 3 PH, 4W SERVES: REFRIGERATED CASE FANS, OUTLETS & A/S HTRS (NON -CYCLED) 225A, M. L. 0. LOCATION: COMPRESSOR HOUSE #1 10,000 AIC PANEL PROVIDED WITH COMPRESSOR HOUSE GROUND BUS KVA SURFACE MOUNT DESCRIPTION WIRE BRKR A B C BRKR WIRE DESCRIPTION 1 LTA-4 CASE FANS 20/1 0.20 0.18 0.69 0.18 0.57 0.18 20/1 LTA-5 CASE OUTLETS 2 3 LTA-5 CASE FANS 20/1 20/1 LTA-8 CASE OUTLETS 4 5 LTA-6 CASE FANS 20/1 20/1 LTA-9 CASE OUTLETS 6 7 LTA-7 CASE FANS 20/1 0.57 0.18 0.69 0.18 1 0.69 1 0.18 20/1 LTA-12 CASE OUTLETS 8 9 LTA-8 CASE FANS 20/1 20/1 LTB-1 CASE OUTLETS 10 11 LTA-9 CASE FANS 20/1 20/1 LTB-2 CASE OUTLETS 12 13 LTA-10 CASE FANS 20/1 0.57 0.18 0.57 0.18 0.69 0.18 20/1 LTB-4 CASE OUTLETS 14 15 LTA-11 CASE FANS 20/1 20/1 LTB-4 CASE OUTLETS 16 17 LTA-12 CASE FANS 20/1 20/1 LTB-6 CASE OUTLETS 18 19 LTB-1 CASE FANS 1 20/1 0.69 0.18 0.69 0.18 1 0.29 1 0.18 20/1 LTB-6 CASE OUTLETS 20 21 LTB-2 CASE FANS 20/1 20/1 LTB-10 CASE OUTLETS 22 23 LTB-4 FANS & A/S HTRS 20/1 20/1 LTB-10 CASE OUTLETS 24 25 1 LTB-5 FANS & A/S HTRS 20/1 1.04 0.18 0.29 1 0.18 1.04 1 20/1 LTB-11 CASE OUTLETS 26 27 LTB-6 FANS & A/S HTRS 20/1 20/1 LTB-11 CASE OUTLETS 28 29 LTB-7 FANS & A/S HTRS 20/1 20/1 SPARE 30 31 LTB-10 FANS & A/S HTRS 20/1 0.81 0.29 0.70 20/1 SPARE 32 33 LTB-11 FANS & A/S HTRS 20/1 20/1 SPARE 34 35 LTB-12 FANS & A/S HTRS 20/1 20/1 SPARE 36 37 SPARE 20/1 L I 1 SPACE ONLY 38 39 SPARE 20/1 SPACE ONLY 40 41 SPARE 20/1 ISPACE ONLY 42 TOTAL 4.80 4.13 4.71 KVA PER NEC ARTICLE 220 40 34 39 AMPS TOTAL LOAD 13.64 KVA 38 AMPS FEEDER LOAD 13.64 KVA 38 IAMPS CH1 A PANELBOARD PANEL BRANCH CIRCUITS CONTROLLED BY FACTORY -INSTALLED "SWEAT -MISER" PANEL SERVES: REFRIGERATED CASE ANTI -SWEAT HEATERS (CYCLED) LOCATION: COMPRESSOR HOUSE #1 PANEL PROVIDED WITH COMPRESSOR HOUSE KVA 208/12OV, 3 PH, 4W 225A, M. L. 0. 10,000 AIC GROUND BUS SURFACE MOUNT DESCRIPTION WIRE BRKR A B C BRKR WIRE DESCRIPTION 1 LTA-4 CASE A/S HTRS 20/1 1.22 1.22 1.22 1.22 1.22 1.00 20/1 LTA-10 CASE A/S HTRS 2 3 LTA-5 CASE A/S HTRS 20/1 20/1 LTA-10 CASE A/S HTRS 4 5 LTA-5 CASE A/S HTRS 20/1 20/1 LTA-10 CASE A/S HTRS 6 7 LTA-5 CASE A/S HTRS 20/1 1.00 1.22 1.22 1 1.22 0.77 1.00 1.22 1.22 1.00 1.22 1 1.22 1.00 20/1 LTA-11 CASE A/S HTRS 8 9 LTA-5 CASE A/S HTRS 20/1 20/1 LTA-11 CASE A/S HTRS 10 11 13 LTA-6 CASE A/S HTRS 1 LTA-6 CASE A/S HTRS 20/1 20/1 20/1 20/1 LTA-11 CASE A/S HTRS LTA-12 CASE A/S HTRS 12 14 15 LTA-6 CASE A/S HTRS 20/1 20/1 LTA-12 CASE A/S HTRS 16 17 LTA-7 CASE A/S HTRS 20/1 20/1 LTA-12 CASE A/S HTRS 18 19 LTA-7 CASE A/S HTRS 20/1 1.22 0.77 L1.00 1.22 1.22 1.22 20/1 LTA-12 CASE A/S HTRS 20 21 LTA-7 CASE A/S HTRS 20/1 20/1 LTB-1 CASE A/S HTRS 22 23 LTA-8 CASE A/S HTRS 20/1 20/1 LTB-1 CASE A/S HTRS 24 25 LTA-8 CASE A/S HTRS 20/1 1.22 1.00 1. DO 0.77 0.7? 1.22 20/1 LTB-1 CASE A/S HTRS 26 27 LTA-8 CASE A/S HTRS 20/1 20/1 LTB-1 CASE A/S HTRS 28 29 LTA-8 CASE .A/S HTRS '0/1 ?O/1 LTB-? CASE A/S HTRS 30 31 LTA -9 CASE A/S HTRS 20/1 1.22 1.22 1.22 1.00 1.00 0.77 20/1 LTB-2 CASE A/S HTRS 32 33 LTA-9 CASE A/S HTRS 20/1 20/1 LTB-2 CASE A/S HTRS 34 35 LTA-9 CASE A/S HTRS 20/1 20/1 LTB-2 CASE A/S HTRS 36 37 39 41 PER LTA-9 CASE SPARE SPARE NEC ARTICLE A/S 220 HTRS 20/1 20/1 20 1 TOTAL TOTAL LOAD FEEDER LOAD 0.77 14.51 121 40.22 40.22 KVA KVA 12.85 12.85 107 107 112 112 20/1 20/1 20/1 KVA AMPS AMPS AMPS SPARE SPARE ISPARE 38 40 42 CH2F PANELBOARD 208/120V, 3 PH, 4W SERVES: REFRIGERATED CASE FANS, OUTLETS & A/S HTRS (NON -CYCLED) 225A, M. L. 0. LOCATION: COMPRESSOR HOUSE #2 10,000 AIC PANEL PROVIDED WITH COMPRESSOR HOUSE GROUND BUS KVA SURFACE MOUNT DESCRIPTION WIRE BRKR A 8 C BRKR WIRE DESCRIPTION 1 MTC-1 COIL FANS 20/1 O.50 1 0.65 1.15 1 0.65 0.76 1.01 20/1 MTD-1 CASE FANS 2 3 MTC-2 FANS & A/S HTRS 20/1 20/1 MTD-2 CASE FANS 4 5 IMTC-3 COIL FANS 20/1 20/1 MTD-3 COIL FANS 6 7 MTC-4 CASE FANS 20/1 0.36 1.51 1 0.44 1 0.65 0.38 0.65 20/1 MTD-5 COIL FANS 8 9 MTC-5 CASE FANS 20/1 20/1 MTD-7 CASE FANS 10 11 MTC-6 CASE FANS 20/1 20/1 MTD-8 CASE FANS 12 13 MTC-8 CASE FANS 20/1 1.01 1.26 0.84 1 1.26 1 1.51 1.26 20/1 MTD-9 COIL FANS 14 15 MTC-10 CASE FANS 20/1 20/1 MTD-9 COIL FANS 16 17 MTC-11 CASE FANS 20/1 20/1 MTD-9 COIL FANS 18 19 MTC-12 CASE FANS 20/1 0.43 0.48 0.43 1 0.65 20/1 MTD-10 CASE FANS 20 21 MTC-13 CASE FANS 20/1 20/1 SPARE 22 23 MTC-14 CASE FANS 20/1 20/1 SPARE 24 25 MTC-15 FANS & A/S HTRS 20/1 0.99 0.50 0.43 0.72 20/1 ISPARE 26 27 MTC-16 CASE FANS 20/1 20/1 SPARE 28 29 MTC-17 CASE FANS 20/1 20/1 MTC-7 CASE OUTLETS 30 311 MTC-18 FANS & A/S HTRS 20/1 0.99 0.90 1.62 0.18 0.18 0.18 0.18 20/1 MTC-6 CASE OUTLETS 32 33 SPARE 20/1 20/1 MTC-5 CASE OUTLETS 34 35 37 SPARE SPARE 20/1 20/1 20/1 20/1 MTC-15 CASE OUTLET MTC-15 CASE OUTLET 36 38 39 SPARE 20/1 20/1 MTC-18 CASE OUTLET 40 41 SPARE 20/1 20 1 IMTC-18 CASE OUTLET 42 TOTAL 9.26 7.72 7.73 KVA PER NEC ARTICLE 220 77 64 64 AMPS TOTAL LOAD 24.70 KVA 69 AMPS FEEDER LOAD 24.70 KVA 69 AMPS O 16.661 i Ir00 --- N N MTD-10 MTD-10 V U Ep- CF 0 U E:1 DAIRY COOLER MTD-9 011 I � I I Ir CH2F-14,16,18_ 1816 J CF -------- - FF - __�] -- Nco 16.510 cJv I F7i MTC-17 �� v 16,18 MTC-16 MTC-18 MTC-18 MTC-16 I - _ I 42- -' i[H-+►CH2F-42,40 'T 16.660 ` I . CH2F-31, t I 0 2 MTC-16 \v j� � I , 16.661 F4 -. co LL- CH2F-27 16.660 = CH2L-4� -1111o. TYP. 16.656 MTC-15 C� 24 ;.. ,- -w F LO L - 16.660 LL MTC-15 MTC-14 38 i I MTC-14 MTC-15 DUPLEX OUTLET FURNISHED WITH REFRIGERATED CASE, 120 VOLT. FINAL CONNECTION BY /T REAR REFRIGERATION ELECTRICAL PLAN 1 1/ 8" = 1'-0" CH2L PANEL CONTROLLED VIA 10OA-3P FACTORY SERVES: REFRIGERATED CASE LIGHTS LOCATION: COMPRESSOR HOUSE #2 PANEL PROVIDED WITH COMPRESSOR HOUSE PROVIDED PANELBOARD CONTACTOR KVA 208/12OV, 3 PH, 4W 225A, M. L. 0. 10,000 AIC GROUND BUS SURFACE MOUNT DESCRIPTION WIRE BRKR A B 7777 C BRKR WIRE DESCRIPTION 1 MTC-2 CASE LTS 20/1 0.49 0.94 0.53 0.74 0.80 0.62 20/1 MTC-14 CASE LTS 2 3 MTC-4 CASE LTS 20/1 20/1 MTC-16 CASE LTS 4 5 MTC-5 CASE LTS 20/1 20/1 MTC-17 CASE LTS 6 7 MTC-5 CASE LTS 20/1 0.65 0.94 0.36 0.94 1 1.11 0.94 20/1 MTD-1 CASE LTS 8 9 MTC-6 CASE LTS 20/1 20/1 MTD-2 CASE LTS 10 11 MTC-8 CASE LTS 20/1 20/1 MTD-7 CASE LTS 12 13 MTC-7 CASE LTS 20/1 0.14 1 1 1 0.94 1 0.92 1.11 1 1.11 0.63 20/1 MTD-8 CASE LTS 14 15 MTC-10 CASE LTS 20/1 20/1 MTD-9 DOOR LTS 16 17 MTC-11 CASE LTS 20/1 20/1 MTD-9 DOOR LTS 18 19 MTC-11 CASE LTS 20/1 0.55 0.55 1 0.62 0.62 20/1 MTD-10 CASE LTS 20 21 MTC-12 CASE LTS 20/1 20/1 SPARE 122 23 MTC-13 CASE LTS 20/1 20/1 SPARE 124 PER NEC ARTICLE 220 TOTAL TOTAL LOAD FEEDER LOAD 5.19 43 16.25 20.31 KVA KVA 5.22 43 5.84 49 45 56 KVA AMPS AMPS AMPS KEYNOTES 16.501 JB (NEMA 4) BY E.C. MOUNTED ON INSIDE OF COOLER ABOVE DOORS FOR DOOR LIGHTS. FINAL CONNECTION BY R.E.C. NOTE: BOX BALLSTS ARE FACTORY WIRED. TYPICAL OF 6. 16.656 POINT OF TRANSITION FROM EMT TO FLEX. E.C. SHALL PROVIDE CONDUIT AND FEEDERS FOR REFRIGERATED CASE FANS, LIGHTS, A/S HTRS. AND ELECTRICAL DEFROST (IF REQ'D). FINAL CONNECTION TO REFRIGERATED CASE ELECTRICAL RACEWAY BY R.E.C. RE: 2-R1, 3-RE1 16.660 E.C. SHALL PROVIDE 1-1/2" PVC CONDUIT (WITH PULL STRING) UNDER FLOOR SLAB FOR EMS CABLES. STUB CONDUIT THRU PIT SIDEWALL TO ALLOW FOR CONDUIT COUPLING INSTALLATION. AT WALL, STUB CONDUIT UP TO BAR JOIST. PROVIDE INSULATED BUSHING WHERE CONDUIT TERMINATES AT BAR JOIST. '16.661 E.C. SHALL PROVIDE 1-1/2" PVC CONDUIT FOR EMS CABLES UP IN WALL TO BAR JOIST. STUB CONDUIT THRU WALL 3" ABOVE FINISHED FLOOR. PROVIDE INSULATED BUSHING WHERE CONDUIT TERMINATES AT BAR JOIST. SUPERCENMR EXPANSION GROCERY FREEZER I. LTB-9 STORE # 857 I I I MTC-14S A N F ED 35 L I CF CH2F-23 CH2L-2 I � i MTC-13 TDJF , 35 ICE CREAM WAL* MART STORES INC. CH2F-21 FREEZER SAM M. WALTON CH2L-23 DEVELOPMENT COMPLEX LTB-8 I 2001 SE 1OTH STREET BENTONVILLE, AR 72712--6489 1-RE1 II Sheet Contents: REAR REFRIGERATION REFRIGERATED CASE/COIL 120V FEEDER SCHEDULE NO, CONDUIT SIZE LIGHTS A/S FANS EQ. GROUND WIRE NOTES: PANEL "CHL" PANEL "CHA" PANEL "CHF" 1/2" -- -- (2) #10 (1) #10 1. E.C. SHALL PROVIDE CONDUIT AND WIRE FOR REFRIGERATED CASE FANS, LIGHTS AND ANTI -SWEAT HEATERS TO WIREWAY ON COMPRESSOR HOUSE WALL BELOW "CH" PANELS. WIRE SIZE AS INDICATED IN SCHEDULE. FINAL TERMINATIONS AT CASE AND IN COMPRESSOR HOUSE BY R.E.C. RE: DETAIL 3-RE1. 2. REFRIGERATED CASE WIRING COMPARTMENT IS REPRESENTED ON DRAWING BY RECTANGULAR BOX. WIRING BETWEEN CASES BY R.E.C., SHOWN FOR CLARITY ONLY. 3. CIRCUITS FOR CASES ON SALES FLOOR THAT ARE NOT ADJACENT TO WALLS TO BE ROUTED UNDER SLAB. REFER TO DETAILS 3-RE1 AND 2-A5.2. 4. ALL CIRCUITS SHALL BE #12 WIRE IN 1/2" C. UNLESS INDICATED OTHERWISE. 2 ❑ 1/2 __ _ - (2) #8 (1) #8 3 1/2" (2) #10 -- (2) #10 (1) #10 4 3/4" (2) #12 -- (2) #10 (1) #10 55 3/4" (2) #12 (4 ) #10 (2) #12 (1) #10 © 3/4" (3) #10 -- (2) #10 (-1) #10 ❑7 1 3/4" (3) #8 -- -- (1) #8 ® 1» -- -- (4) #6 (1) #6 9 1" (2) #10 -- (2) #6 (1) #6 10 1" (2) 410 (6) #10 (2) #12 (1) #10 REFRIGERATED CASE ELECTRIC DEFROST FEEDER SCHEDULE NO. CONDUIT SIZE NUMBER AND SIZE OF CONDUCTORS EQ. GROUND WIRE NOTES 21 1/2" (2) #12 (1) #12 E.C. SHALL PROVIDE CONDUIT AND WIRE FOR REFRIGERATED CASE ELECTRIC DEFROST TO DESIGNATED WIREWAY IN COMPRESSOR HOUSE, FINAL TERMINATIONS AT CASE AND IN COMPRESSOR HOUSE BY R.E.C. RE: DETAILS 3-RE1 AND 4-RE1. 22 1 1/2" (2) #10 (1) #10 23 1/2" (2) #8 (1) #10 ® 3/4" (2) #6 (1) #10 25 3/4" (2) #6 (1) #6 26 1" (2) #4 (1) #6 27 3/4" (3) #8 (1) #10 28 3/4" (3) #6 (1) #8 WALK-IN N0. CONDUIT SIZE UNIT COIL FANS (CF) COOLER DEFROST ELECTRIC (ED) FEEDER EQ. GROUND WIRE SCHEDULE NOTES 31 3/4" (2) #12 (2) #12 (1) #12 E.C. SHALL PROVIDE CONDUIT AND WIRE FOR EVAP. COIL FAN (CF) AND ELECTRIC DEFROST (ED) TO DESIGNATED WIREWAY IN COMPRESSOR HOUSE. FINAL TERMINATIONS AT COIL AND IN COMPRESSOR HOUSE BY R.E.C. RE: DETAIL 2-RE1. 32 3/4" (2) #12 (2) #10 (1) #10 33 3/4" (2) #12 (2) #8 (1) #8 34 3/4" (2) #12 (2) #6 (1) #10 35 3/4" (2) #12 (3) #10 (1) #10 ELECTRICAL PLAN i i Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER, 2000 % RE1.1 Cop ri ht FACTORY WIRED RACK CONTROLLER MODULAR POWER CIRCUIT, 208/1 (TYP.) SUPPLY (TYP.) --®u MPS DEBURR SEE NOTE \ ^ ALLOW 1/4" (APPROX.) SPACE NOTES: \ BETWEEN WELL END AND SENSOR 1. FILL WELL HALF FULL (1cc) OF THERMAL COMPOUND SILICONE "RTV" (NOVAR "MAGICTEMP"). DO NOT GET COMPOUND ON RACK CONTROLLER RACK INPUT COMP. OUTPUT RACK OUTPUT RACK OUTPUT OPEN END. THIS WILL PREVENT PROPER ADHESION OF TYPICAL OF FOUR WIR-2020 MODULE WIR-2020 MODULE WIR-2020 MODULE WIR-2020 MODULE BRAZE RTV. MOD COMM-A MOD COMM-A MOD COMM-A MOD COMM-A / RED TIP CRIMP 1/4" (APPROX.) OF A 2" LENGTH 2. ** ** ** ** ** / —�- SENSOR VERIFICATION TEST MUST BE PERFORMED j� 3/8 O.D. SOFT REFRIGERATION TUBING. SEAL END WITH SOLDER OR BRAZE BEFORE FINAL INSTALLATION OF SENSOR IN WELL. DASHED LINE INDICATES WIR-2020 FACTORY WIRING AFTER CRIMPING. 3. ALL DIMENSIONS ARE APPROXIMATE. CONDENSER WIR-1010 OUTDOOR AIR TEMP. SENSOR NOTE: OWNER WILL FURNISH ALL EMS CABLES 4. USE RED -TIPPED SENSORS FOR MOUNTING IN WELLS. MODULE S (FURNISHED W/HOUSE) FOR INSTALLATION BY E.M.C. MOD COMM-B WIR-1010 MOUNT ON CONDENSER. DISCH. PRIES. SENSOR LH ** P (ON MANIFOLD) ** ** INDICATES DEVICES THAT ARE FACTORY INSTALLED AND NOT FIELD INSTALLED. BLACK UV DEFROST TERMINATION SENSOR INSTALLATION 5 ONELINE DIAGRAM AUXILIARY RACK CONTROLS NTS RE: 6-REM1 (TYP. OF 4) DASHED LINE INDICATES FACTORY WIRING RACK "A" CONTROLLER ®WIR-2020 RACK "B" CONTROLLER WIR-202Q RACK "C" CONTROLLER WIR-2020 ** ** ** WIR-1010 (TYPICAL) WIR-1010 (TYPICAL) WIR-1010 (TYPICAL) WIR-1010 (TYPICAL) M (CIM-Al) M (CIM-B1) M (CIM-Cl) M (CIM-A2) M (CIM-132) M (CIM-C2) CASE INPUT MODULE MOD COMM-C/24VDC (TYPICAL) M (CIM-A3) M (CIM-B3) M (CIM-C3) M (CIM-A4) M (CIM-B4) M (CIM-C4) M (CIM-A5) M (CIM-B5) M (CIM-05) RESISTANT CABLE TIE 6 NTS 12.31.99 EE10 WIR-2020 TO F_P/2 LOCATED IN EDC1. RE: 2-EM1. (CIM-D1) (CIM-D2) (CIM-D3) (CIM-D4) p DEFROST TERMINATION SENSOR M (CIM-B6) M (CIM-C6) NOTE: OWNER WILL FURNISH ALL EMS CABLES (TYPICAL -SEE CIM SCHEDULES) FOR INSTALLATION BY E.M.C. WIR-2020 (TYP.) S TEMP SENSOR (TYPICAL - WIR-202Q (TYP.) SEE CIM SCHEDULES) Lo (CIM-C7) ** INDICATES DEVICES THAT ARE FACTORY DIS DUAL TEMP. SWITCH (TYP. OF RACK INSTALLED AND NOT FIELD INSTALLED. "B" ONLY - SEE CIM SCHEDULES) M (CIM-B7) CIM—Al SCHEDULE 1 LTA-4 SENSOR* 2 LTA-5a (SENSOR) ** 3 LTA-5b (SENSOR) ** 4 LTA-5c SENSOR ** 5 1 LTA-5d SENSOR ** 6 LTA-6a (SENSOR) ** 7 LTA-6b (SENSOR) ** 8 LTA-6c (SENSOR) ** AUX SPARE CIM—A2 SCHEDULE 1 LTA-7a SENSOR ** 2 LTA-7b SENSOR)* 3 LTA-7c (SENSOR) ** 4 1 LTA-8a SENSOR ** 5 LTA-8b SENSOR ** 6 LTA-8c SENSOR ** 7 LTA-8d SENSOR �* 8 SPARE AUX SPARE CIM—A3 SCHEDULE 1 LTA-9a SENSOR ** 2 LTA-9b SENSOR ** 3 LTA-9c SENSOR ** 4 LTA-9d SENSOR ** 5 LTA-10a SENSOR ** 6 LTA-10b SENSOR ** 7 LTA-10c (SENSOR) :* 8 SPARE AUX SPARE CIM—A4 SCHEDULE 1 LTA-11 a (SENSOR) ** 2 LTA-1 "I b (SENSOR) ** 3 LTA-11 c SENSOR ** 4 LTA -12a SENSOR ** 5 LTA-12b SENSOR ** 6 LTA-12c SENSOR ** 7 LTA-12d SENSOR ** 8 SPARE AUX ISPARE CIM—A5 SCHEDULE 1 LTA -la (R/A SENSOR) 2 LTA -la (DEFROST TEMP.) 3 LTA-1 b (R/A SENSOR) 4 LTA -lb DEFROST TEMP. 5 LTA-2 R A SENSOR 6 LTA-2 DEFROST TEMP.) 7 SPARE 8 SPARE AUX SPARE ONELINE DIAGRAM OF REFRIGERATION "SPECTRUM" E.M.S. 4NTS CIM-131 SCHEDULE 1 LTB-1a (SENSOR) ** 2 LTB-lb SENSOR ** 3 LTB-lc (SENSOR) ** 4 LTB-1d SENSOR ** 5 LTB-4a (SENSOR) ** 6 LTB-4b (SENSOR) ** 7 SPARE 8 SPARE AUX LTB-4 SWITCH CIM-132 SCHEDULE 1 LTB-5a (SENSOR) ** 2 LTB-5b (SENSOR) ** 3 LTB-5c (SENSOR) ** 4 LTB-5d SENSOR ** 5 LTB-5e SENSOR ** 6 LTB-5f SENSOR ** 7 ISPARE 8 SPARE AUX LTB-5 SWITCH CIM—B3 SCHEDULE 1 LTB-2a (SENSOR) ** 2 LTB-2b (SENSOR) ** 3 LTB-2c (SENSOR) ** 4 LTB-2d (SENSOR) ** 5 LTB-6a SENSOR ** 6 LTB-6b (SENSOR) ** 7 SPARE 8 SPARE AUX I TB-6 SWITCH CIM—B4 SCHEDULE 1 LTB-7a (SENSOR) ** 2 LTB-7b (SENSOR) ** 3 LTB-7c SENSOR ** 4 LTB-7d SENSOR ** 5 LTB-7e (SENSOR) ** 6 LTB-7f (SENSOR) ** 7 SPARE 8 SPARE AUX LTB-7 _ SWITCH CIM—B5 SCHEDULE 1 LTB-10a (SENSOR) ** 2 LTB-10b (SENSOR) ** 3 LTB-10c (SENSOR) ** 4 LTB-10d (SENSOR) ** 5 LTB-10e SENSOR ** 6 LTB-10f SENSOR ** 7 SPARE 8 SPARE AUX LTB-10 (SWITCH) CIM—B6 SCHEDULE 1 LTB-12a (SENSOR) ** 2 LTB-12b (SENSOR) ** 3 LTB-12C (SENSOR) ** 4 LTB-12d SENSOR ** 5 SPARE 6 SPARE 7 SPARE 8 SPARE AUX LTB-12 SWITCH CIM—B7 SCHEDULE 1 LTB-11a (SENSOR) ** 2 LTB-11b SENSOR ** 3 LTB-3 (R A SENSOR 4 LTB-3 DEFROST TEMP. 5 LTB-8 R/A SENSOR 6 LTB-8 DEFROST TEMP. 7 LTB-9 R A SENSOR 8 LTB-9 (DEFROST TEMP.) AUX LTB-11 SWITCH CIM—Cl SCHEDULE 1 MTC-1 SENSOR 2 MTC-2a (SENSOR) ** 3 MTC-2b (SENSOR) ** 4 MTC-2c SENSOR ** 5 MTC-2d SENSOR ** 6 MTC-3 SENSOR 7 MTC-4a SENSOR ** 8 MTC-4b (SENSOR) ** AUX SPARE CIM—C2 SCHEDULE 1 MTC-5a (SENSOR) ** 2 MTC-5b (SENSOR) ** 3 MTC-5c (SENSOR) ** 4 MTC-5d SENSOR ** 5 MTC-6a (SENSOR) ** 6 MTC-6b (SENSOR) ** 7 MTC-7a (SENSOR) ** 8 MTC-7b (SENSOR) ** AUX SPARE CIM—C3 SCHEDULE 1 MTC-8a (SENSOR) ** 2 MTC-8b (SENSOR) ** 3 MTC-10a SENSOR ** 4 MTC-10b SENSOR ** 5 MTC-11a (SENSOR) ** 6 MTC-11b (SENSOR) ** 7 MTC-11 c (SENSOR) ** 8 SPARE AUX SPARE CIM—C4 SCHEDULE 1 MTC-12a SENSOR ** 2 MTC-12b SENSOR ** 3 MTC-13a SENSOR ** 4 MTC-13b SENSOR ** 5 MTC-14a (SENSOR) ** 6 MTC-14b SENSOR ** 7 MTC-14c SENSOR ** 8 SPARE AUX SPARE CIM—05 SCHEDULE 1 MTC-15a (SENSOR) ** 2 MTC-15b SENSOR ** 3 MTC-15c SENSOR ** 4 MTC-15d SENSOR ** 5 MTC-15e SENSOR ** 6 MTC-15f SENSOR ** 7 MTC-17a SENSOR ** 8 MTC-17b SENSOR ** AUX ISPARE CIM—C6 SCHEDULE 1 MTC-18a SENSOR ** 2 MTC-18b SENSOR ** 3 MTC-18c SENSOR ** 4 MTC-18d SENSOR ** 5 MTC-18e SENSOR ** 6 MTC-18f SENSOR ** 7 SPARE 8 SPARE AUX ISPARE CIM—C7 SCHEDULE 1 MTC-16a SENSOR ** 2 MTC-16b SENSOR ** 3 MTC-16c SENSOR ** 4 SPARE 5 SPARE 6 SPARE 7 MTC-9 R A SENSOR) 8 MTC-9 (DEFROST TEMP.) AUX SPARE CIM—D1 SCHEDULE 1 MTD-1 a SENSOR ** 2 MTD-1 b SENSOR ** 3 MTD-1 c (SENSOR) ** 4 MTD-2a (SENSOR) ** 5 MTD-2b SENSOR ** 6 MTD-2c SENSOR ** 7 MTD-3 SENSOR 8 SPARE AUX SPARE CIM—D2 SCHEDULE 1 MTD-5a (SENSOR) 2 MTD-5b SENSOR 3 MTD-7a (SENSOR) ** 4 MTD-7b SENSOR ** 5 MTD-7c SENSOR ** 6 MTD-8a SENSOR ** 7 MTD-8b (SENSOR) ** 8 MTD-8c (SENSOR) ** AUX SPARE CIM—D3 SCHEDULE 1 MTD-9a (SENSOR) 2 MTD-9b (SENSOR) 3 MTD-9c (SENSOR) 4 MTD-10a (SENSOR) ** 5 MTD-10b (SENSOR) ** 6 SPARE 7 SPARE 8 ISPARE AUX SPARE CIM—D4 SCHEDULE 1 MTD-4 (R/A SENSOR) 2 MTD-4 (DEFROST TEMP.) 3 MTD-6a (R/A SENSOR) 4 MTD-6a (DEFROST TEMP.) 5 MTD-6b R/A SENSOR) 6 MTD-6b (DEFROST TEMP.) 7 SPARE 8 SPARE AUX SPARE REFRIGERATION EMS GENERAL NOTES 1. WAL*MART WILL FURNISH ALL E.M.S. CABLE, ALL MAJOR E.M.S. DEVICES (INCLUDING 24 VOLT TRANSFORMERS, RELAYS), AND ALL CONTACTORS SHOWN ON 2-EM1. ENERGY MANAGEMENT CONTRACTOR (EMC) SHALL PROVIDE CONDUIT, FITTINGS, WIRE -TIES, CONNECTORS, LABELS, AND ANY OTHER MISC. PARTS NEEDED TO INSTALL AND START THE SYSTEM. 2. ALL EMS CONDUIT, CABLES, AND WIRING SHALL BE INSTALLED, AND CONNECTED BY EMC. EXCEPTION: GENERAL NOTE #3 BELOW. 3. NO EMS CONDUIT SHALL BE RUN IN SLAB. EXCEPTION: E.C. SHALL PROVIDE UNDERSLAB EMS CONDUIT (RE: KEYNOTE 16.660, SHEET RE1). 4. ALL EMS CONDUIT IN SALES AREA SHALL BE CONCEALED I.E. ROUTED UNDER CASES, UNDERSLAB, THRU WALLS, PIPE RACKS AND/OR CHASES). EMC SHALL PROVIDE A TRANSITION FROM THE PVC UNDERSLAB EMS CONDUIT (PROVIDED BY E.C.) TO EMT OR FLEX, FOR "SPECTRUM" SYSTEM CABLES. ALL "SPECTRUM" SYSTEM EMS CABLES SHALL BE RUN IN CONDUIT FULL LENGTH, SPECIFICALLY, BENEATH REFRIGERATED CASES. EXCEPTION: "SPECTRUM" SYSTEM EMS CABLES AT BAR JOIST LEVEL IN THE STOCKROOM CAN BE EXPOSED. 5. ALL EMS CABLES/WIRING TO BE IDENTIFIED ON EACH END OF CABLE RUN. SEE SPECS, 6. MOUNT SWEATMISER TEMPERATURE/HUMIDITY SENSOR(S) (FURNISHED WITH COMPRESSOR HOUSE) +84" ON BACK SIDE OF COLUMN. PROVIDE CONDUIT, CABLE & WIRING AS REQUIRED FROM SENSOR(S) TO SWEATMISER CONTROL PANEL LOCATED IN COMPRESSOR HOUSE #1. STUB UP TO JOIST LEVEL. PROVIDE INSULATED THROAT BUSHINGS. 1-1/4" CONDUIT. ( TYPICAL) 4"x 4" x 50" WIREWAY I F71 CIM-D2 1 CIM-D3 CIM-D4 CIM-A1 CIM-A2 I CIM-A3 CIM-A4 CIM-A5 I CIM-B1 DIS CIM-Cl I CIM-132 DIS CIM-C2 I CIM-133 DIS C I M _-_C 3­1 CIM-B4 DIS CIM-C4 I CIM-135 DIS I CIM-05 71 CIM-B6 DIS I— CIM -C6 CIM-137 DIS I- CIM-C7 -LIGHT SWITCH E.M.C. SHALL PROVIDE DUAL TEMP. SWITCH (15A, SPST) MOUNTED TO PLYWOOD BACK PANEL EMS BOARD (TYP.) MEAT PREP ROOF ,3CASE INPUT MODULE BACKBOARD NTS 12.31.99 EE07 MTD-110b MTD-10a DAIRY COOLER MTD-9c MTD-9b MTD-9a 0C-18d MTC-17b MTC-17a S LTB-10d LTB-10b M,TC-18f MTC-18b MTC-16c S S S S S LTB-10f 0� O O LTB-10e LTB-10c LTB-10a FMTC-18e MTC-18c MTC-18a S MTD-8c IMTD-8b MTD-8a MTD-7c MTD-7b iMTD-7a MTC-16b MTC-16a \� TB-� MTC-13b l LTB-11 b S DEFROST TERMINATION SENSOR (TYP.) -O- LTB-12c RE: 2-REM1 AND 6-REM1 LTB-8 LTB-12d S S S I MTC-13a CE CREAM S S F EEZER COMPRESSOR HOUSE #2 TB-12b LTB-12a S -- E-TB 1 a 0 - S - - F MTC-12b / MTD-6b RACK D CONTROLLER INTERFACE RELAY RE: S 2 OOLER -EM1 TEMP. SENSOR FOR REFRIGERATED LTB-6b MTC-12a CASE. FACTORY INSTALLED ! r RACK C CONTROLLER (TYPICAL) RE: CIM SCHEDULES Q MTC-11c i i � MTD-6a I S S CS - QTB-7f LTB-7e L LTB-7c -� - 1Z �-- S S S MTD-5b z CIM'S MOUNTED ON PLYWOOD LTB-7d MTC-11b S X ATTACHED TO COOLER BOX WALL ABOVE MEAT PREP RE: S MEAT S H y 3-REM1 & 4-REM1. LTB-7bX_jM-TC­ S LTB-7a PREP �COMPRESSOR HOUSE #1 l4al JIX - -Fl, - (� LTB-6a EM �T I 4 4 MTC-10b ( TD-5a RACK B CONTROLLER �a LTA-9d LTA 9c FL ( S it �' I L —ram - ®�S LTA-9a r INTERFACE RELAY RE: - - S �� m � i iI _ - 1 _ � MEAT n _ .� 2 EM1 0T `S `s LTB 5e - LTB-5r 1 I �-.CS,> iOLDING _ LTA-10c LTA 10b LTA-10a S S MTC-10a MTC-9 11 LTA-5d LTA-5c LTA-5b LTA-5a SEAFOOD RACK A CONTROLLER 4 4�� LTB-5c FREEZER SWEATMISER TEMP/HUMIDITY SENSOR(S). I t LTB-5b C EMS BACKBOARD RE: 2-EMI JUNCTION BOX FOR CONTROLS OF FAN COIL JUNCTION BOX FOR 1/2" PENETRATION THRU ROOF FOR �- - - - - c CONTROLS OF FAN COIL SENSOR LEADS. SEAL INSIDE & OUT _ _ _ o _ [L WITH SILICONE OR EXPANDING FOAM MTC-2d MTC-2b 1/2" PENETRATION THRU ROOF FOR & SEALANT -, SENSOR LEADS. SEAL INSIDE &OUT � ( � MTC-5d MTC_ AA,T�L.I / \ TGAAD Q�,mQnQ �np niini flnn WITH SILICONE OR EXPANDING FOAM u v - rvi11 ---,uU & SEALANT MTC-2c SO MTC-2a EVAPORATOR. FIELD INSTALLED .S � \MTC-5a MTC-6b MTC-6a (TYP.) RE: 2-REM1. RETURN AIR TEMP SENSOR CEILING OF BOX I I - S _. DEFROST TERMINATION SENSOR MTC 4b MTC 4a S w WLL ON EVAPORATOR OR INSTALLED DELI --------------- MOUNTED ,\ PRODUCE CEILING OF BOX 0 DF10 o /COOLER SENSOR SHALL BE INSTALLED USING COOLER X NOVAR THERMAL COMPOUND Mc�TC-3 (gip - 6' DELI >' BAKERY FREEZER ��_ -� �- o FREEZER LTA- 2 SECURE SENSING ELEMENT AND CABLE WITH (2) NYLON OM MOUNTING BRACKETS (RANDUIT #PP2S-S10-X) AT RIGHT —DEFROST ERMiN iON SENSOR MOUNTED nv ANGLES TO EACH OTHER. PLACE BULB APPROX. 3" OFF FACTORY -INSTALLED WELL ON EVAPORATOR CENTER IN MAXIMUM RETURN AIR STREAM. MOUNT — TEMP SENSOR FOR SINGLE COIL COIL. SENSOR SHALL BE INSTALLED USING BRACKET WITH EXISTING FAN SHROUD MOUNTING SCREW. EVAPORATOR. FIELD INSTALLED NOVAR THERMAL COMPOUND DO NOT DRILL HOLE IN DRAIN PAN TO MOUNT BRACKETS. M TCRY LTA-1 b LTA-1 a (TYP.) RE: 2-REM1. AKE 2.� 0 0 BOOLER SINGLE COIL EVAPORATOR DUAL COIL EVAPORATOR n TEMPERATURE SENSOR LOCATION 2NTS REFRIGERATION ENERGY MANAGEMENT PLAN 12.31.99 EE08 1 1 /16 = 1 -0 Jam-- �-- U9j L�GL9 ►� 1=1i WAL* MART STORES INC. SAM M. WALTO N DEVELOPMENT COMPLEX 2001 SE 1OTH STREET BENTONVILLE, AR 72712-®6489 Sheet Contents: REFRIGERATION ENERGY MANAGEMENT PLAN Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER, 2000 REM1 Copyright I, I, I , I, I j O I I , I I M I ( I ( I I I I TYPE 42 FIXTURE SURFACE MOUNTED ON COOLER BOX WALL WITH BOTTOM OF FIXTURE +96" MINIMUM � I I I I I I I I I I PAL/I 22 TYP.I I , PAL PAL I ' I I I I I I I�— I TYP. I I I I I MEAT I OPREP 21 I 2p PA PAL i PAL H4P 1 tT iEl41 PAL ' 0 PAL PAL i PAL I I ! I I I I (I RF I I I , I I I li T I I I I i I I I I I I I Ilo I I I �-I i i I I I , I I 1 0 I I I I I I I I I n I I i .1.. I , I , I I I I I lio 1 I 1 I I I 1 I I I I I r TYP. / I 21 MEAT PAL PAL. HOLDING I I F I SEAFOOD SEAFOOD 7 i COOLER FREEZER H4P1 22 21 j PAL I PAL 1 I I I I I Ioil 27 L f I I I I j I 14 I I I I I I I i I 4P I 22 I I PAL PAL I I�KI I\I -- ----------------------- -------------- --- - --- I u,L El I I PAL—""•%` I I I I I , I � I I I' r ' I I bI I i r7 I T I I I I I ( ( I I I� I, I PAL I I I ' ------------ �l I I A i 'Io I , I r I , 19 16.015 TYP. i I I _ AL-- I I i I 0 I I I I I I BULKHEAD �� l I cV I I I I I I I I I , I , 20 P L IA I B I GI I I .____-__- ____-_fir__ /,In/,I n-r C`n1 1T 1-GE1.1 T LIGHT FIXTURE TYPE 1 ABOVE MEAT PREP AREA SHALL BE MOUNTED TO THE BOTTOM OF BAR JOIST. CONNECT TO SWITCH MOUNTED ON PLYWOOD BOARD. RE: 3-REM 1. J19 16.015 TYP. I 50 16.604 YP. (PART. 1 /2) RE: 1-GE2 T --I------------ -{- -! -----5 ----------------- H4P1----- II' I H4P TYP. 24 ® 45 -_ 18 16.610 I l i H4P p TY ' O C2 I i I I -�—PAL 22 I PAL 21 I 1 uY, J. P TYP. LIGHT FIXTURES IN EDC ARE 1 3 IJ, __1 EDC4 PROVIDED PRE -WIRED WITH EDC. H4P \ CONNECT LIGHTING CIRCUIT TO FIXTURE. I 120 3 \ / ❑ ❑ I PAL (I 1 -- I TYP.----I I I I I I I I I I 6, HAP PAL h� PAL / ( NL 16 16.002 TYP. -F7_ a PROVIDE PHENOLIC NAMEPLATE TO �. READ "PRODUCE TABLE LIGHTS". I� I I -----1-------L-- 1------- 1------- ------ ----- /�\ �y 45 TYP. \ -- /- �� I _� 10 TYP. I4P PRODUCE % KEYNOTES I �---------------- 10.--- , COOLER YP. 16.002 MOUNT EXIT SIGNS ON WALL AND CENTER 1'-0 IDELI COOLER �� ABOVE DOOR OPENING. LETTER INDICATES � r TYP. 42 / 16.015 EMERGENCY LIGHT MOUNTING: PHASING (TYP. OF �� PERIMETER LTG.) II I 4 �yP I I '� NL � � (A) TYPE 18: MOUNT FIXTURE ON WALL AT / MOUNTING HEIGHT INDICATED. � � n � OTC �1 �� � 1 \\ \ _ f ❑� ❑ I L4D3 BAKERY (B) TYPE 19: FIXTURE SHALL BE STEM MOUNTED NP GA6 43 \ ` FREEZER TO BOTTOM CHORD OF BAR JOIST. COORDINATE / 45 / LOCATION WITH DUCTWORK TO MINIMIZE SHADOWS. PAL �� -� � (PA T. 1 /2) . W RE: 1-GE� i \ 50 16.604 TYP. / 16.604 SEAL CONDUIT PENETRATION INTO FREEZER BOX 3 10 TYP. ( TYP. 45 WITH EXPANDING FOAM SEALANT. DELI FREEZER ' 16.610 THE CONTROL TER INT RFACEEFORr,THIEIS A CONTROLNG OF DIMMING BALLASTS DOWNSTREAM ON THAT \ �� l i / CIRCUIT. TYP. 16.604 50 �- F771 4 NL t I I I � �---- I— I TY I 16.616 TYPE 48 FIXTURES MOUNTED TO UNISTRUT WITH �______ — — _ — B BOTTOM OF FIXTURE AT +16'-0". UNISTRUT TO — — — — BE SUSPENDED FROM BAR JOISTS AND LOCATED BAKERY REFRIGERATION COIL (TYP.) PLACE.OVER PRODUCE TABLES ONCE THEY ARE SET IN I I COOLER GENERAL NOTES I 'I �-� 1) EXIT LIGHTS, EMERGENCY LIGHTS AND NIGHT LIGHTS 1 O ( 3 ) J O O SHALL BE ON CONSTANT HOT, DO NOT SWITCH. 2) LIGHTING VENDOR WILL PROVIDE PROTECT -A -LAMP 1 I (PAL) COVERS FOR ALL LIGHTING FIXTURES (AS SHOWN) GE4 I IN DESIGNATED ROWS. SHIELDING SHALL PROTECT AGAINST BROKEN GLASS FALLING ONTO FOOD FOR FRONT GROCERY LIGHTING PLAN LIGHTING FIXTURES LOCATED OVER FOOD STORAGE AND I I FOOD SERVICE. 1 1 8" = 1'-0" 3 DUCTWORK AND REFRIGERATION PIPING ARE SHOWN IN I I / ) THEIR ANTICIPATED LOCATION. ACTUAL FIELD CONDITIONS COULD VARY. SALES AREA LIGHT 1 FIXTURES SHALL BE MOUNTED ABOVE DUCTWORK AND REFRIGERATION PIPING. 4) PERIMETER LIGHT FIXTURES THAT ARE PHYSICALLY �\ I SEPARATED SHALL UTILIZE A MANUFACTURED MODULAR WIRING CABLE BETWEEN FIXTURES TO CONTINUE LIGHTING CIRCUITS (TYPICAL). 5) UTILIZE UNISTRUT TO FACILITATE MOUNTING OF LIGHT FIXTURES TO BAR JOISTS. C PAL 22 PA 21 i I I I PAL I I I I 25 I I I P I 25 3 )q� 1.�,P kAL, H4P- qu SANIFOR FL OVAL* MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 10TH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: FRONT GROCERY LIGHTING PLAN Project Number: 99127 Date: 03 OCTOBER, 2000 Copyright I j �7 i I I i PROVIDE TIE WIRES FOR BOX HANGER (TYP) FLEXIBLE METAL CONDUIT (SIZE AS REQ'D). CLIP TO BOX HANGER AT MAXIMUM 4'-6" SPACING. ROUTE FLEXIBLE CONDUIT UP TO JUNCTION BOX AT BAR JOIST. ADJUSTIBLE T-BAR BOX HANGER TO SPAN 24' LENGTH OF CEILING TILE. (BOX SUPPORT PER NEC ARTICLE 370-23d.) LAY -STEEL COVERPLATE -IN CEILING JUNCTION BOX\-"KELLUMS" GRIP FLUSH MOUNTED SIZE AS REQUIRED IN LAY -IN CEILING. DROP CORD TO BE TYPE SO - SIZE AS REQUIRED TERMINATE WITH DEVICE AS NOTED ON EQUIPMENT SCHEDULE. MOUNTING HEIGHT TO BOTTOM AS INDICATED ON EQUIPMENT SCHEDULE. PROVIDE "KELLUMS" GRIP IF J-BOX IS USED. SUSPENDED DROP CORD I 1-GE2.1 _ I ; ; DELI COOLER 1-GE2.1 M5 I . I ; L4D1 - I IJ n PARTIAL BAR JOIST (TYP.) LIGHT FIXTURES (TYP.) 6'-3" �SC POWER DROP TO OUTLET MOUNTED TO SHELVING UNIT FOR COFFEE GRINDER. I I I I I 1 H4A f-(PART. WITH L4D2 AHU-2 & 1 FRONT RTU r______________ 1 __ ______ .QUTLETS) - I I 1' P 'l 4 5 POWER DR MISTING E ,I - -r---- T --- T-- - -- - ----- -- T- -- ------ --------- -- �-- --------------- PI Cv TVISC / PROVIDE 1/2' C. STUBBED UP THRU CEILI FOR TELEPHONE BELL. LOCATE BELL 6" BELOW MEAT PREP AREA CEILING. CUSTOMER SERVICE PUSHBUTTON. ROUTE CONDUIT FROM PUSHBUTTON TO CHIME/TRANSFORMER ON WALL, INSIDE COOLER BOX. SEAL PENETRATION INTO COOLER BOX WITH SILICONE SEALANT. WP CHIME AND LOW VOLTAGE TX +96'- DATA BOX FASTENED TO 16.654 EQUIPMENT BOND EQUIPMENT GROUND CONDUCTOR TO OVERHEAD JUNCTION BOX AND CONDUIT. ROUTE ISOLATED (10) GROUND CONDUCTOR FROM PANELBOARD IG BUS TO OUTLET GROUNDING LUG. 16.65C S15 16.145 TYP. PICS TV WP, +96" d +78" . RE: 3-GE2 - 5 3 1 L4D2 I � T � RTU-29 M 1 � ,l I 1 ' I I MEAT PREP UP TO RTU 9 OUTLET 1 L4D1 ---� 16.650 ' M4 I ��% 1 24 L4D Tir( L4D 1 20 IL 1_ - T i'C4D 1 M 1 +48" mil- ' 5f[ +54" L4D1 r 1 M4 3041 BELL 25it M34 M33 i 25 16.654 L4D 123 _ i I-�- ` L r19 2 ` M18 4 L4D1 L4D2 J T�2 16.603 MEAT HOLDING 25 16.603 16.655 PART.�RE: 1 2 E1 27 L4D2 4 � 4 D 1 1 ; EDC H4A i GFCI - H4B 16.650 TFS \S15 �� L4D2 ® H4P� < � i, C.B. TO 10 14 p 16.501 (PANEL LFS) 16.650 L4D I T4D OP TO PRODUCE S-13.1 +54" SC LL4D1� QUIPMENT• 302 I S13.2\ v +8--- __ (PANE L4D3) 303 � ,� 16.654 +54' ' SC 16.654 4'-5" 28 i P2 26 1 8 P12 P16 L4D1 1 L4D1 L4D 1 14L4D 11 1 L4D2 �18 1 16.653 1 E I LRTU-231 16.141 TYP. 1 �X PROVIDE (2) JB'S +12" FOR FIRE DOOR CONTROL CABINET. S5 � I �, ,� SURFACE MOUNT CONTROL CABINET +48" CENTERED ON WALL ROUTE CO 1DUIT� �J � INSIDE FIRE DOOR POCKET. PROVIDE 1/2" FLEX CONDUIT FROM UNDER SL, B ` EACH JB TO THE CONTROL CABINET FOR 120V POWER AND LOW 16 VOLTAGE ALARM/CONTROL INTERLOCK WIRING. L4D2 SC N ' % I JB (BY E.C.) FOR DOOR CLOSER/ / a SMOKE DETECTOR/HOLDOPEN DEVICE, 120 VOLT. RE: SPEC SECTION 08710 AND DETAIL 2-GE2."I B 17 OUTLET AT BAR JOIST FOR OVERHEAD OUTLET B17 J 1 REEL. OVERHEAD OUTLET REEL FURNISHED BY OWNER, INSTALLED BY E.C. (TYP. OF 4) �\ i RE: 2-GE2.1. (TYP.) 16.141 (PART 1/2) RE:1-GE2.1 ROOF TOP UNIT SCHEDULE ROOF TOP UNIT 9 11 16 17 23 29 45 NUMBER V, COOLING B17 �� j PROVIDE 1/2' C. STUBBED UP THRU 817 \ \ CEILING FOR TELEPHONE BELL. LOCATE i / 16.650 L BELL 6" CEILING. BELOW BAKERY PREP AREA � �I i I MOUNT SMOKE DETECTOR AT CEILING, -- 11 5'-0" FROM DOOR OPENING. l'(P. OF = THIS DETAIL" D4.4 - -- - -- D4.2 RTU-16 PART. 2 2 RTU-17 ( /) I I PANEL / i30 L4D343 16.6 3 i 1 D2A L4D3 � � 1 1 � � J L4D3 L4D3 � 1 i 1 308 �� L4D3 21 B61 PRODUCE \ C4p3 33 29 ( -� 1'�- 16.483 +54" ` 5 COOLER _ J �\ 1 1 L4D3 L4D3 CAPACITY (TONS) 5 10 5 20 3 5 20 - HEATING 20 - - - 10 20 40 CAPACITY (KW) - NOTES: 1. EACH UNIT IS FACTORY PROVIDED WITH AN HACR RATED BREAKER. PROVIDE WIRE, CONDUIT & FINAL CONNECTION TO 480V DISCONNECT. PROVIDE CONDUIT AND GROUND WIRE AS PER N.E.C. 2. EACH UNIT IS FACTORY PROVIDED WITH A GFCI DUPLEX OUTLET. PROVIDE WIRE, CONDUIT & FINAL CONNECTION TO OUTLETS. REFER TO PANEL SCHEDULES FOR CIRCUIT NUMBERS. WAL* MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 10TH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: 0 • ■ NTS 12,09.99 EG04 / 0 L4D3 35H4B H4B EF-G2 p4,1 - \y_ 1 GFCI I--J BELL 11 20 [\ ----------! D16 40 16 22 L4D3 H4B --- �16.650 22 \ 16.654 �� D�4 n 32 10 D2 0 0 0 � B22 KEYNOTES k 16.653 � 24 EF-G1 + r I 41 FT 39 ► L4D3 / X O --r_ L 16.141 MOUNT SECURITY CAMERA (SC) OUTLET TO THE 413937 L - 1 BOTTOM OF THE TOP CHORD OF BAR JOIST IN 16.650 3 X - - -- >< \ AREAS EXPOSED TO STRUCTURE, OR ABOVE Drawn By: DELI COOLER GFCI I cfl - ° B123 B26 L 1 L4D �16.664 CEILINGS. DO NOT SWITCH, 1614 850 Checked B CONDUIT 16.650 `? cw N 10 -N HAB 6 16.654 16.145 PROVIDE JB AT STRUCTURE FOR PICS TV. ONCE y JUNCTION BOX ATTACHED TO 16.603 \ 4 T L4D2 B60 i B50 MONITOR MOUNTING BRACKET IS INSTALLED, Revisions: COOLER ROOF. FILL BOX WITH DO NOT SWITCH 16.653 47 I \ I \/ EXTEND CONDUCTORS IN 1/2" FLEX CONDUIT DOWN SEALANT AFTER WIRES ARE L4D3 16.655 TO MONITOR BRACKET AND TERMINATE WITH A TF-G 1 _ 1 BAKERY INSTALLED. rl ` -- - DUPLEX OUTLET ATTACHED ON MONITOR MOUNT. (PART. 2/2) / „ EF-G3 L4D3 I FREEZER ' --° ° I � 16.603 COORDINATE OUTLET PLACEMENT WITH MONITOR ;;�' RE: 1-GE1' 16.650 ��___�_ 25 L4D3 INSTALLER. PAINT CONDUIT COMPONENTS TO DELI FREEZER L4D3 46 15 BAKERY MATCH MONITOR SUPPORT. 26 � 27 L4D3 L4D3 SEAL CONDUIT PENETRATION WITH COOLER ROOF I I 16.655 J f L4D3 \ L4D38i 10 27 4 (PART. 1/2)43 1 COOLER 16.483 ROUGH -IN FOR HOOD FIRE SUPPRESSION SILICONE SEALANT IL l - I / SYSTEM MANUAL RELEASE STATION. ICA -- - - Q - - 16.501 120V CIRCUIT FOR EMS BACKBOARD IS FACTORY kDER �� _ WIRED. EQUIPMENT CONNECTED TO THIS CIRCUIT RTU-11 N tc16.653 N ROOF S.C. INCLUDES, BUT IS NOT LIMITED T0: TOM-EDC4. 16.650 16,603 WP JB SURFACE MOUNTED ON WALL 24" BELOW COOLER/FREEZER BOX CEILING FOR CONDENSATE I i I DRAIN HEAT TRACE TAPE. PROVIDE LIQUID-TITE FLEXIBLE CONNECTION TO HEAT TAPE. CHROME PLATED THREADED NIPPLE 4 1 1 ' 16.650 +24" (GFCI IF NOTED) FOR INSECT CONTROL. 2 O 16.653 WP DUPLEX OUTLET +48". ESCUTCHEON PLATE I �____ 3 2. \ 2 GE4 NOTE: FUTURE OVEN. PROVIDE J.B.'S +96" WITH BLANK 16.654 DATA BOX MOUNTED +48" (UNLESS NOTED KELLEMS GRIP I COVERPLATE. STUB (2) 1/2" CONDUITS TO ACCESSIBLE OTHERWISE) WITH 3/4" C. STUBBED UP TO BAR TERMINATE WITH DEVICE AS NOTED SIZE AS REQUIRED CEILING SPACE. JOISTS FOR SCALE/LABELER SYSTEM DATA CABLE ON EQUIPMENT SCHEDULE. MOUNTING , HEIGHT TO BOTTOM AS INDICATED ON RTU-9 I EQUIPMENT SCHEDULE. PROVIDE "KELLUMS" GRIP IF J-BOX IS USED DROP CORD TO BE , TYPE SO, SIZE AS (ROUTE CONDUIT CONCEALED IN WALLS, UNDER CASES, THRU PITS, ETC. WHEREVER POSSIBLE). CABLE PROVIDED BY OTHERS, 1 R Firm \A/P .lP Cl lW7A(r7 AA()l IKITCfI AT rIOCKIIAIh Cno -_-. Q nn n n n no n-1 n-2 INSTALL SMOKE DETECTOR AT ROOF STRUCTURE �- PROVIDE LOW VOLTAGE CONTROL/ INTERLOCK WIRING IN RIGID CONDUIT. FINAL TERMINATIONS BY OTHERS. ( _M ATI C EP24 PROVIDE WIRING IN FLEX CONDUIT BETWEEN JUNCTION BOXES AND CONTROL PANEL. FINAL TERMINATIONS AT FIRE DOOR CONTROL PANEL BY OTHERS. PROVIDE WIRING FOR FIRE DOORS IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. VERIFY WITH MANUFACTURER'S WIRING DIAGRAMS PRIOR TO ROUGH -IN. 16.141 MOUNT SECURITY CAMERA (SC) OUTLET TO THE BOTTOM OF THE TOP CHORD OF BAR JOIST IN AREAS EXPOSED TO STRUCTURE, OR ABOVE CEILINGS. DO NOT SWITCH. 6.145 PROVIDE JB AT STRUCTURE FOR PICS TV. ONCE MONITOR MOUNTING BRACKET IS INSTALLED, EXTEND CONDUCTORS IN 1/2" FLEX CONDUIT DOWN TO MONITOR BRACKET AND TERMINATE WITH A DUPLEX OUTLET ATTACHED ON MONITOR MOUNT. COORDINATE OUTLET PLACEMENT WITH MONITOR INSTALLER. PAINT CONDUIT COMPONENTS TO MATCH MONITOR SUPPORT. 16.603 WP JB SURFACE MOUNTED ON WALL 24" BELOW COOLER/FREEZER BOX CEILING FOR CONDENSATE DRAIN HEAT TRACE TAPE. PROVIDE LIQUID-TITE FLEXIBLE CONNECTION TO HEAT TAPE. 16.650 +24" (GFCI IF NOTED) FOR INSECT CONTROL. 16.655 WP JB SURFACE MOUNTED AT OPENING FOR FREEZER BOX DOOR HEATERS AND HEATED VENT. 16.658 JB (BY E.C.) FOR AHU, 120V GENERAL POWER. REAR GROCERY POWER PLAN 16.659 MAIN ELECTRICAL CONNECTION TO AHU, 480/3. 1 UNIT DISCONNECTING DEVICE PROVIDED WITH UNIT. 1 8" = 1'-0" BRR JOB NUMBER: 96200199/072800 STORE # 8,57 SANFORD FL I WAL* MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX I 2001 SE 1OTH STREET BENTONVILLE, AR 72712-6489 ; Sheet Contents: 0 Drawn By: Checked By: Revisions: I I. i Project Number: 99127 Date: 03 OCTOBER, 2000 GE2.1 Copyright ► BAR JOIST (TYP) —� 11 h"hli-l�l I BULKHI 63wil THREAD CUTTING SCREWS \ (2 PER END) PROVIDED WITH FIXTURE FIXTURE ALIGNER \(TYP OF 2) PROVIDED \ WITH FIXTURE BRIDGE BAR (USED WHEN HANGERS SHARE A BAR JOIST) PROVIDED WITH FIXTURE FLANGE CLIP (CADDY M24S OR EQUAL), NUT AND WASHER BY E.C.— BOTTOM CHORD OF BAR JOIST SLIDING HANGER (TO WITHIN 5-1/2' OF FIXTURE END) PROVIDED WITH FIXTURE SALES FLOOR LIGHT FIXTURE (BY OWNER) — / PERPENDICULAR TO BAR JOISTS 2 SALES FLOOR LIGHT FIXTURE BLANK MALE CONNECTOR AND DECORATIVE END CAP NOT TO SCALE AT THE END OF EACH ROW 4.8 4 3 LIGHT FIXTURE TYPE 1 IN STOCKROOM SHALL BE MOUNTED TO THE BOTTOM OF BAR JOISTS. SUSPEND FIXTURES BELOW DUCTWORK AND/OR I - II \Lrr\1\ VI\VisL_I\ I LIlJ1 1 1 IIV\.7 F LrAIN 1 /8" = 1'-0" KEYNOTES PARALLEL TO BAR JOISTS Z MOUNT EXIT SIGNS ON WALL AND CENTER V-0" ABOVE 'DOOR OPENING. 5 EMERGENCY. LIGHT MOUNTING: (A) TYPE 18: MOUNT FIXTURE ON WALL AT MOUNTING HEIGHT :INDICATED. (B) TYPE 19: , FIXTURE SHALL BE STEM MOUNTED TO BOTTOM CHORD OF BAR JOIST. COORDINATE LOCATION WITH DUCTWORK TO MINIMIZE SHADOWS. SEAL CONDUIT PENETRATION INTO FREEZER BOX WITH EXPANDING FOAM SEALANT. THE "MASTER FIXTURE CONTAINS A DIMMING CONTROL INTERFACE FOR THE CONTROL OF DIMMING BALLASTS "DOWNSTREAM ON THAT CIRCUIT. BRR JOB NUMBER: 96200199/072800 6TORE # 857- 0 SANFORD, FL WAL* MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 1OTH STREET BENTONVILLE, AR 72712-648 Sheet Contents: REAR GROCERY LIGHTING PLAN Project Number: 99127 Date: 03 OCTOBER, 2000 Copyright GE1.1 c9 I. �I i GROCERY SAFETY SWITCH SCHEDULE SWITCH LOAD SERVED VOLT/PHASE/WIRE AMPS FUSES NEMA REMARKS N0. ENCL. HEAVY DUTY WITH GS1 BATTERY CHARGER - MG3 600V/3PH/3W 30 NONE 1 GROUND KIT INSTALLED HEAVY DUTY WITH GS2 BATTERY CHARGER - MG3 600V/3PH/3W 30 NONE 1 GROUND KIT INSTALLED HEAVY DUTY WITH GS3 BALER - MG4 600V/3PH/3W 30 NONE 1 GROUND KIT INSTALLED HEAVY DUTY WITH GS4 COMPACTOR - MG5 600V/3PH/3W 30 NONE 1 GROUND KIT INSTALLED SAFETY SWITCH NOTES: 1. ALL NEW SWITCHES FURNISHED BY OWNER FEEDER AMPACITY ELECTRICAL ONE -LINE FEEDER SCHEDULE 3 PHASE CONDUCTORS, 3 PHASE CONDUCTORS, FEEDER CONDUCTOR SIZE AND GROUND NEUTRAL AND GROUND COPPER ALUMINUM CONDUCTORS CONDUCTORS CONDUIT SIZE CONDUIT SIZE N0, N0. OF PHASE & GROUND OF PHASE & GROUND COPPER ALUMINUM COPPER ALUMINUM SETS NEUTRAL & I.G. SETS NEUTRAL & I.G. NO. FEEDERS FEEDERS NO. FEEDERS FEEDERS 3 PHASE CONDUCTORS, NEUTRAL, GROUND AND ISOLATED GROUND CONDUIT SIZE COPPER ALUMINUM NO. FEEDERS FEEDERS 30 10 10 - - Al 1/2" - B 1 1/2" - C1 3/4" - 50 8 10 6 6 A2 3/4" 3/4" B2 3/4" 1" C2 3/4" 1" 65 6 8 4 6 A3 3/4" 1" B3 1" 1" C3 1)) 1-1/4' 85 4 8 2 6 A4 1" 1-1/4" B4 1-1/4" 1-1/4" C4 1-1/4" 1-1/4" 100 3 8 1 6 A5 1" 1-1/4" B5 1-1/4" 1-1/4" C5 1-1/4" 1-1/2" 115 2 6 1/0 4 A6 1-1/4" 1-1/4" B6 1-1/4" 1-1/2" C6 1-1/4" 1-1/2" 130 1 6 2/0 4 A7 1-1 /4" 1-1/2" B7 1-1/2" 2" C7 1-1/2" 2" 150 1 /0 6 3/0 4 A8 1-1 /2" 1-1/2" B8 1-1 /2" 2" 08 2" 2" 175 2/0 6 4/0 4 A9 1-1/2" 2" B9 2" 2" C9 2" 2" 200 3/0 1 6 250kcmil 4 A10 2" 2" 810 2" 2-1/2" C10 2" 2-1/2" 230 4/0 4 300kcmil 2 A11 2" 2" B11 2-1/2" 2-1/2" C11 2-1/2" 2-1/2" 250 250kcmil 4 350kcmil 2 Al2 2» 2-1/2" B12 2-1/2" 2-1/2" C12 2-1/2" 2-1/2" 300 2 1/0 4 2 3/0 2 A13 1-1/2" 1-1/2" B13 2" 2" C13 2" 2" 350 2 2/0 3 2 4/0 1 A14 1-1/2" 2" B14 2" 2" C14 2" 2-1/2" 380 500kcmil 3 750kcmil 1 A15 2-1/2" 3" B15 3" 3-1/2" C15 3" 3-1/2" 400 2 3/0 3 2 250kcmil 1 A16 2" 2" B16 2" 2-1/2" C16 2" 2-1/2" 460 2 4/0 2 2 300kcmil 1/0 A17 2" 2-1/2" B17 2-1/2" 2-1/2" C17 2-1/2" 2-1/2" 500 2 250kcmil 2 2 350kcmil 1/0 A18 2" 2-1/2" B18 2-1/2" 2-1/2" C18 2-1/2" 2-1/2" 620 2 350kcmil 1 2 500kcmil 2/0 A19 3" 3" B19 3" 3" C19 3" 3" 760 2 500kcmil 1/0 2 750kcmil 3/0 A20 3" 3" B20 3" 3-1/2" C20 3" 3-1/2" NOTE: AMPACITY BASED ON CONDUIT SIZE BASED CHAPTER 9, TABLE 4 CONDUIT SIZE SHOWN NEC TABLE 310-16 (COPPER CONDUCTORS - THWN INSULATION, ALUMINUM CONDUCTORS - XHHW-2 INSULATION) ON CONDUCTOR PROPERTIES LISTED IN 1996 NEC CHAPTER 9, TABLES 5 AND 5A, AND CONDUIT AREAS LISTED FOR EMT WITH 40% FILL (SERVICE ENTRANCE CONDUIT SIZE BASED ON SCHEDULE 80 PVC) IS BASED ON EMT CONDUIT ABOVE GRADE. OTHER CONDITIONS MAY REQUIRE A LARGER CONDUIT, SIZED PER NEC. TO MSWB TO MSWB RE: 1-E4 RE: 1-E4 10566 11146 A19 A19 CH1 CH2 MAIN MAIN (COMPRESSOR (COMPRESSOR HOUSE #1) HOUSE #2) DASHED LINE INDICATES FACTORY WIRING (TYP.) PROVIDE EXOTHERMIC WELD TO NEAREST AVAILABLE BUILDING STEEL PER NEC 250-26 (TYPICAL) - TO HD TO MSWB RE: 1-E4 RE: 1-E4 7793 10349 A16 B19 REPRESENTS THE AVAILABLE FAULT CURRENT IN RMS SYMMETRICAL AMPERES AT THE RESPECTIVE TRANSFORMER, PANEL, OR EQUIPMENT BASED ON INFORMATION RECEIVED FROM THE UTILITY --BOX INDICATES EQUIPMENT THAT IS LOCATED IN EDC4 I I I PANEL PANEL PANEL 10133 H4A H4B H4P I B8 r------- J I L------ J I I 9971 L__ I I A11 --------------- , I I A7 'j T4D e j u 480V TFS L,,�� 480V 150 KVA 75 KVA I 1 #1 /0 Cu I\�\ 208Y/120V I 208Y/120VI GND I \\---------1 I C8 \\ I B11 ** #6 CU - j� ------� 1 225A-3P GND \ 150A-3P J BRKR. J BRKR. I I I C5 PANEL PANEL L4D1 L4D2 I I I ** PROVIDE #1 /0 CU GND. OR 3/0 ALUM. GND._ _ _ - - - - _ EDC4 1 GROCERY ELECTRICAL ONE -LINE DIAGRAM NOT TO SCALE (BAKERY) ** PROVIDE #1 /0 CU GND. OR #3/0 ALUM. GND. (RADIO GRILL) RE: GE4 LIGHTING FIXTURE SCHEDULE NOTE: ALL FIXTURES SHALL BE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR (UNLESS OTHERWISE NOTED). THE STORAGE OF THESE FIXTURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FIXTURE FIXTURE LAMP FIXTURE VOLTS WATTS QTY ORDER NUMBER NUMBER MANUFACTURER CATALOG NUMBER MOUNTING DESCRIPTION NOTES ODAY-BRITE TT232-277-1/4EB-LP 277 114 4 F32T8/TL741/ALTO SURFACE 8' INDOOR STRIP A,D,E,H 2O DAY-BRITE T232-277-1/2EB-LP 277 57 2 F32T8/TL741/ALTO SURFACE 4' INDOOR STRIP A,D,E,H O DAY-BRITE DWDE232-277-1/4EB-LT-LP-WMV 277 124 4 F32T8/TL741/ALTO SURFACE OUTDOOR B'G SEALED 10 DAY-BRITE 2TG432-01-277-1/4EB-LP 277 114 4 F32T8/TL741/ALTO RECESSED 2' x 4' TROFFER A,D 12 DAY-BRITE 1DK42-120 120 90 1 90PAR38/HAL/FL28 WALL DOCK LIGHT 15 DUAL-LITE LXW-15-X2 277 10 - FURNISHED W/FIXTURE CEILING EXIT SIGN (SINGLE FACE) F,H ' O16 DUAL-LITE LXW-16-X2 277 10 - FURNISHED W/FIXTURE WALL EXIT SIGN (SINGLE FACE) F 'H 17 DUAL-LITE LZW-18-X2 277 15 - FURNISHED W/FIXTURE WALL EMERGENCY LIGHT F,H 18 DUAL-LITE LMW-18-X2 277 15 - FURNISHED W/FIXTURE WALL EMERGENCY LIGHT F,H 19 DUAL-LITE LMW-18-X2-FX 277 15 - FURNISHED W/FIXTURE PENDANT EMERGENCY LIGHT F,H 20 DAY-BRITE TEC232-277-1/4EB-LP 277 114 4 F32T8/TL741/ALTO SURFACE 8' INDOOR STRIP A,D,H 21 DAY-BRITE TEC232-2/2EB-EBDM-LP 277 120 4 F32T8/TL741/ALTO SURFACE 8 INDOOR STRIP J 4 LAMP MASTER 22 DAY-BRITE TEC232-2/2EB-EBD-LP 277 120 4 F32T8/TL741 /ALTO SURFACE 8' INDOOR STRIP K 4 LAMP SLAVE 25 DAY-BRITE EC232-277-1 /2EB-LP 277 114 2 F32T8/TL741 /ALTO SURFACE 4' INDOOR STRIP AD,H O27 DUAL-LITE EWL-27 277 50 2 FURNISHED W/FIXTURE WALL EMERGENCY LIGHTS W/ REMOTE HEADS F,H 41 DAY-BRITE DWDE232-277-1/4EB-LT-E7-LP-WMV 277 124 4 F32T8/TL741/ALTO SURFACE 8' INDOOR B,C,F SEALED STRIP 42 DAY-BRITE DWDE232-277-1 /2EB-LP-WMVB 277 62 2 F32T8/TL741 /ALTO SURFACE 4' INDOOR SEALED STRIP B C 43 DAY-BRITE TBG32-277-1 /4EB-LP-TL830- 277 114 4 F32T8/TL830/ALTO SURFACE 8' INDOOR STRIP A,D,E,H 45 DAY-BRITE 2TG432-01-277-1/4EB-E7-LP 277 114 4 F32T8/TL741/ALTO RECESSED 2' x 4' TROFFER A,D,F 47 DAY-BRITE 1P3GS232-16FL-277-1/2EB-LP 277 62 2 F32T8/TL741 /ALTO RECESSED BAKERY SOFFIT LIGHTING D 48 NORTH STAR WP-100-277-LP 277 100 1 MHC 100/U/M/3K SURFACE PRODUCE TABLE SPOTLIGHT 50 SITE LIGHTING 1-8527 WT 120V 120 85 1 PHILIPS QL85LP SURFACE ENCLOSED C INDUSTRIES FREEZER LIGHT BAKERY ELECTRICAL EQUIPMENT SCHEDULE NO. DESCRIPTION MFG, MODEL NO. VOLT/PH LOAD TERMINATION NOTES MTG. HT. B17 PASTRY CASES BY OWNER 120/1 .33 KW WP JUNCTION BOX - FLOOR B22 30 QUART MIXER HOBART D-300 120/1 3/4 HP WP SIMPLEX OUTLET, NEMA: 5-20R. 2 +24" B26 SCALE/LABELER HOBART SP21500 120/1 1.25 A WP DUPLEX OUTLET, NEMA: 5-15R-IG. - +48" B50 AUTO. DONUT SYSTEM A: SHORTENING FILTER/FILLER BELSHAW BELSHAW MARK VI EZ MELT 120/208/3 208/1 11.8 KW 13.2 A OUTLET, HUBBELL #560C9W BLUE WP OUTLET, NEMA: L6-20R. 4 4 +24" +24" B60 BREAD SLICER, GRAVITY DISPLAY SPEC. BA -SLICER 1/2" 120/1 1/2 HP WP SIMPLEX OUTLET, NEMA: 5-20R. 2 +48" B61 DONUT FINISHING TABLE DISPLAY SPEC. DT-8 208/1 3 KW WP OUTLET, NEMA: 6-20R. 2 +24" B114G RACK OVEN (GAS) A: CONTROLS BAXTER OV21OGM2B 208/3 120/1 4.4 A 16.0 A JUNCTION BOX JUNCTION BOX 1 1 +96" +96" B122 PROOF BOX A: CONTROLS BAXTER PC201 M38X 208/3 120/1 15.9 A 4.4 A JUNCTION BOX JUNCTION BOX 1 1 +96" +96" B123 POWER WASH SINK METCRAFT PS 1975 480/3 9.0 A JUNCTION BOX 1 +16" B128 PROOF BOX BELSHAW EP-18/24 120/1 16.0 A WP DUPLEX OUTLET, NEMA: 5-20R 2 +2A DELI ELECTRICAL EQUIPMENT SCHEDULE NO. DESCRIPTION MFG. IMODEL NO. I VOLT/PH LOAD ITERMINATION NOTES MTG. HT. D2 SLICER HOBART 11812 120/1 1/3 HP WP DUPLEX OUTLET, NEMA: 5-20R. +24" D2A iI SLICER 'HOBART 11812 1120/1 1 /3 HP WP SIMPLEX OUTLET_ NEMA: 15-20R. I 2.3 -�-78" D4 SCALE/LABELER HOBART SP11500 120/1 1.25 A WP DUPLEX OUTLET, NEMA: 5-15R-IG. +24" D11 SAKI -SEALER WRAPPER WIN-HOLT WHSS-1 120/1 7.0 A WP DUPLEX OUTLET, NEMA: 5-20R. 2 +24" D16 8 FT. DELI HOT CASE CUSTOM DELI'S LCHA 120/208/3 12.9 KW JUNCTION BOX 1 FLOOR D24 DOUBLE ROTISSERIE CUSTOM DELI'S DDR-42 120/208/3 9.3 KW WP JUNCTION BOX 1 +24" D26 ELEC. PRESSURE FRYER KEATING 20TS 480/3 28.6 KW JUNCTION BOX 1,4 +24" D27 ELEC. PRESSURE FRYER KEATING 24TS 480/3 35.7 KW JUNCTION BOX 114 +24" D28 FRYER FILTER KEATING 24CF 208/1 3.4 A IJUNCTION BOX 1,4 +24" MEAT PREP ELECTRICAL EQUIPMENT SCHEDULE N0. DESCRIPTION MFG. MODEL NO. VOLT/PH LOAD TERMINATION NOTES MTG. HT. M1 MEAT SAW HOBART 5801 208/3 3 HP WP OUTLET, NEMA: L15-20R. 2,3,5 +78" M2 SLICER HOBART 1812 120/1 1/3 HP WP SIMPLEX OUTLET, NEMA: L5-20R. 3,5 +78" M4 CUBER/TENDERIZER HOBART 403 120/1 1/2 HP WP SIMPLEX OUTLET, NEMA: L5-20R. 3,5 +78" M5 MIXER/GRINDER HOBART 4346 120/208/3 7-1/2 HP WP OUTLET, NEMA: L21-30R 3,5 +78" M18 HAND WRAP STATION HOBART HWS / ULTIMA 120/1 19.5 A IWP SIMPLEX OUTLET, NEMA: L5-20R. 3,5 +78" M33 ELECTRONIC STRETCH WRAPPER HOBART UWS 120/208/1 15.0 A WP OUTLET, NEMA: L14-20R 2,3,5 +78" M34 COMPACT LABEL APPLIER HOBART ICLA 120/1 14.5 A WP SIMPLEX OUTLET, NEMA: L5-20R 2,3,5 +78" MISC. GROCERY ELECTRICAL EQUIPMENT SCHEDULE NO. DESCRIPTION MFG. MODEL NO. VOLT/PH LOAD TERMINATION NOTES MTG. HT. MG3 BATTERY CHARGER GNB GTC11-12-60OT-1 480/3 4.0 A 30A-3P N.F. DISC. SW. GS1 GS2 1 +60" M04 BALER CRAM -A -LOT 60 480/3 10 HP 3OA-3P N.F. DISC. SW. (GS3) 1 +60" MG5 COMPACTOR CRAM -A -LOT COM-II 480/3 10 HP 30A-3P N.F. LOCKABLE DISC. SW. (GS4) 1 +60" PRODUCE ELECTRICAL EQUIPMENT SCHEDULE NO. DESCRIPTION MFG. MODEL NO. VOLT/PH LOAD TERMINATION NOTES MTG. HT. P2 WRAPPER HEAT SEAL 50 120/1 10.8 A WP SIMPLEX OUTLET, NEMA: 5-20R. 2 +48" P12 SCALE/LABELER HOBART SP1500 120/1 1.25 A WP DUPLEX OUTLET, NEMA: 5-15R-IG. +48" P13 REVERSE OSMOSIS WATER FILTRATION A: R/O PROCESSOR B: R/O REPRESSURIZATION SYSTEM C: R/O MISC. EQUIPMENT HARMONY BROOKS 120/1 120/1 120/1 3/4 HP 1/3 HP 1040 W WP SIMPLEX OUTLET, NEMA: 5-20R. WP SIMPLEX OUTLET, NEMA: 5-20R. WP FOURPLEX OUTLET, NEMA 5-20R. FOURPLEX OUTLET SERVES BOOSTER PUMP, WATER SOFTENER, AUTOFLUSH CARBON BED AND AUTO BY-PASS 6 6 6 +60" +60" +60" P14 PRODUCE MISTING SYSTEM BY OWNER - 120/1 180 VA WP GFCI DUPLEX OUTLET, NEMA: 5-20R. 7 TOP OF CAS P16 ICE FLAKER HOWE 1000-RL 208/1 1.37 A WP OUTLET, NEMA: 6-20R. 1 2 +96" SEAFOOD ELECTRICAL EQUIPMENT SCHEDULE NO. DESCRIPTION MFG. MODEL NO. VOLT/PH LOAD TERMINATION NOTES MTG. HT. S5 ROUND LOBSTER TANK AQUARIA LB-6 120/1 1.0 KW WP FLUSH SIMPLEX OUTLET, NEMA: 5-20R. - FLOOR S13 SCALE/LABELER HOBART SP1500 120/1 1.25 A WP DUPLEX OUTLET, NEMA: 5-15R-IC. +24" S15 LOBSTER STEAMER 1HOBART HSF3 208/3 7.5 KW WP OUTLET, NEMA: 15-30R. 2 +48" S22 IFISH PREP. DISPOSAL 1INSINKERATOR SS200-7 208/3 12 HP JWP JUNCTION BOX 1 +24" LIGHTING FIXTURE NOTES A. ALL FLUORESCENT LAMPS SHALL BE PHILIPS "ALTO" TECHNOLOGY. ALL ORDER NUMBERS SHOWN ON DRAWING ARE PHILIPS, UNLESS NOTED OTHERWISE. B. DESIGNATED FIXTURE TYPES SHALL HAVE ZERO DEGREE BALLAST. ALL METAL FIXTURE PARTS SHALL BE PAINTED AFTER FABRICATION FOR RUST RESISTANCE. C. DESIGNATED FIXTURE TYPES SHALL BE U.L. LISTED AND LABELED FOR DAMP LOCATIONS. D. BALLAST FOR INDICATED FIXTURES SHALL BE ELECTRONIC; FOR TWO (2) F032T8 LAMPS, MAGNETEK TRIAD #B2321277RH. FOR FOUR (4) F032T8 LAMPS, MAGNETEK TRIAD #B4321277RH. OTHER APPROVED MANUFACTURERS INCLUDE ADVANCE. E. FOR FIXTURES SUSPENDED FROM STRUCTURE, UTILIZE TWO (2) TONG CLAMP TYPE "CHAIN HANGER" OR APPROVED EQUAL. MOUNTING HEIGHTS SHALL BE AS INDICATED ON PLANS. F. FIXTURES UTILIZE A BATTERY BACKUP SYSTEM. G. DESIGNATED FIXTURE TYPES SHALL BE U.L. LISTED AND LABELED FOR WET LOCATIONS. H. PLUG-IN MODULAR TYPE WIRING ACCEPTABLE. J. FIXTURE IS FURNISHED WITH A DIMMING CONTROL INTERFACE AND SEPARATES CLASS 1 AND CLASS 2 WIRING. DIMMING CONTROL INTERFACE CONTROLLED BY THE ENERGY MANAGEMENT SYSTEM. K. FIXTURE FURNISHED WITH DIMMING BALLASTS AND IS CONTROLLED BY THE DIMMING CONTROL INTERFACE IN THE MASTER FIXTURE. ELECTRICAL EQUIPMENT SCHEDULE GENERAL NOTES PROVIDE CORROSION PROOF PLUGS AND RECEPTACLES FOR ALL MEAT PREP EQUIPMENT AS SPECIFIED ON ELECTRICAL EQUIPMENT SCHEDULE NOTES. IF EQUIPMENT IS FURNISHED WITH A DIFFERENT PLUG, "CUT-OFF" OLD PLUG AND INSTALL NEW PLUG AS SPECIFIED. GROCERY ELECTRICAL EQUIPMENT SCHEDULE NOTES 1. PROVIDE WEATHERTIGHT FLEX CONDUIT AND WIRING FROM DISC. SW. OR JB TO EQUIPMENT KNOCKOUT OR ELECTRICAL CONNECTION POINT. 2. PROVIDE MATCHING CORD AND MALE PLUG. 3. WIRING DEVICE ON DROP CORD FROM CEILING. RE: 2-GE2, 3-GE2. 4. WIRING DEVICE CIRCUITED TO SHUNT -TRIP BREAKER. 5. PROVIDE CORROSION RESISTANT TWIST -LOCK PLUG, TWIST -LOCK CONNECTOR AND WEATHERPROOF BOOTS (RE: SPEC SECTION 16100) 6. OUTLET MUST BE WITHIN 5'-0" OF PROCESSOR. VERIFY ACTUAL LOCATION OF PROCESSOR WITH VENDOR PRIOR TO ROUGH -IN. 7. OUTLET SURFACE MOUNTED ON TOP OF REFRIGERATED CASE. COORDINATE OUTLET LOCATION WITH ACTUAL LOCATION OF MISTING SYSTEM CONTROL BOX PRIOR TO ROUGH -IN. ELECTRICAL ONE -LINE DIAGRAM NOTES 1. PROVIDE SERVICE GROUNDING PER NATIONAL ELECTRICAL CODE. 2. ELECTRICAL CONTRACTOR TO COORDINATE THE INSTALLATION OF ELECTRICAL EQUIPMENT WITH OTHER TRADES TO ALLOW PROPER WORKING CLEARANCES AROUND EQUIPMENT PER SECTIONS 110 & 384 OF N.E.C. 3. HORIZONTAL WALL SPACE OCCUPIED BY ELEC. EQUIPMENT SHALL BE KEPT TO AN ABSOLUTE MINIMUM (2" MAXIMUM BETWEEN PANELS). 20A WIRE SIZING SCHEDULE ALL WIRE SIZES SHOWN ON PANEL SCHEDULES ARE INTENDED TO BE MINIMUM ACCEPTABLE WIRE SIZE. THE FOLLOWING SCHEDULE IS TO BE USED TO SIZE WIRE FOR 20 AMP CIRCUITS (120 AND 277 VOLT). LENGTHS (IN FEET) ARE INTENDED TO BE MAXIMUM. 120 VOLT #12 #10 #8 #6 1-5 AMPS 200 FT. 325 FT. 490 FT. 770 FT. 6-10 AMPS 100 FT. 160 FT. 245 FT. 385 FT. 11-15 AMPS 1 70 FT. 110 FT. 1 165 FT. 1 255 FT. 277 VOLT #12 #10 #8 #6 1-5 AMPS 480 FT. 760 FT. 1170 FT. 1865 FT. 6-10 AMPS 240 FT. 380 FT. 585 FT. 930 FT. 11-15 AMPS 160 FT. 250 FT. 390 FT. 620 FT, BRR JOB NUMBER: 96200199/072800 STORE # 85 SANFORD, FL WAL* MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX 2001 SE 1OTH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: GROCERY ELECTRICAL. ONELINE DIAGRAM 8c SCHEDULES Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER, 2000 G E,3 Copyright r-�' L4D1 PANELBOARD 208/12OV, 3 PH, 4W SERVES: GROCERY EQUIPMENT 225A, M. C. B. LOCATION: EDC4 10,000 AIC PANEL PROVIDED WITH EDC GROUND BUS KVA SURFACE MOUNT DESCRIPTION WIRE BRKR A B C BRKR WIRE DESCRIPTION 1 M5 MIXER/GRINDER 3.04 2.50 3.04 1 2.50 1 3.04 1 2.50 S15 LOBSTER STEAMER 2 3 7-1/2 HP, 120/208/3 #10 30/3 30/3 #10 7.5 KW, 208/3 4 5 6 7 M1 MEAT SAW 1.32 0.94 1 L1.32 0.94 1 1.32 1 0.94 S22 SEAFOOD DISPOSAL (2) 8 9 3 HP, 208/3 20/3 20/3 2 HP, 208/3 10 11 12 13 M1 MEAT SAW 1.32 0.14 L1.32 0.14 1.32 1.00 20 2 P16 ICE FLAKER 14 15 3 HP, 208/3 20/3 -1.37 A, 208/1 16 17 20 1 S5 LOBSTER TANK 5 18 19 M33 MEAT WRAPPER 20 2 1.56 1.30 1 1.56 0.80 0.87 1.04 20/1 P13A PROCESSOR 20 21 120/208/1 20/1 REPRESS. 22 23 M2 SLICER 20 1 20 1 IP13B P13C EQUIPMENT 24 25 M4 CUBER/TENDERIZER 20/1 1.18 1.48 1.18 0.90 20/1 P2 WRAPPER 26 27 M4 CUBER/TENDERIZER 20/1 20/1 SEAFOOD OUTLETS 28 29 SPARE 20/1 20 1 SPARE 30 31 SPARE 20/1 L20/1 20/1 SPARE 32 33 SPARE 20/1 SPARE 34 35 SPARE 20 1 20/1 SPARE 36 37 SPARE 20/1 1 L20/1 20/1 SPARE 38 39 SPARE 20/1 SPARE 40 411 SPARE 20 1 20 1 I SPARE 42 TOTAL 14.78 13.70 12.03 KVA PER NEC ARTICLE 220 123 114 100 AMPS TOTAL LOAD 40.50 KVA 112 AMPS FEEDER LOAD 709 JKVA 78 AMPS L4D2 SERVES: GROCERY MISC. POWER LOCATION: EDC4 PANEL PROVIDED WITH EDC PANELBOARD KVA 208/12OV, 3 PH, 4W 100A, M. C. B. 10,000 AIC GROUND BUS ISOLATED GROUND BUS SURFACE MOUNT DESCRIPTION WIRE BRKR A B C BRKR WIRE DESCRIPTION 1 COFFEE GRINDER 20/1 0.96 1.74 0.72 1.14 1 1.08 0.50 20/1 M34 LABELER (1) 2 3 COLUMN OUTLETS 20/1 20/1 M18 HAND WRAP (1) 4 5 ICOLUMN OUTLETS 1 20/1 20 1 B26 & D4 SCALES(l)6 7 ICOLUMN / LOCK -UP / EF-04 20/1 1.31 1.44 0.60 0.30 0.90 0.54 1 1 0.91 1 L0.60 0.18 0.36 0.90 1.26 1 0.60 0.96 20/1 P12 & S13 SCALES (1) 8 9 NEON / PICS TV 20/1 20/1 EDC4 OUTLET 7) 10 11 13 DOCK OUTLETS REAR CORRIDOR 20 1 20/1 20 1 20/1 EMS BACKBOARD 3 7 STOCK ROOM OUTLET/ RTU 29 12 14 15 DSD DESK RTU-45 20/1 20 1 IWON DOORS 16 17 19 AHU'S 1,2 RTU'S 9,11,16,17,23 MEAT/DELI CLR. HTRS. 20 1 20/1 20 1 20/1 SPARE SPARE 18 20 21 ICE CREAM FZR HTRS. 20/1 20/1 SPARE 22 23 GROCERY FREEZER 20 1 20/1 SPARE 24 25 MEAT HOLDING HTR. 20/1 0.30 L0.77 0.85 20/1 SPARE 26 27 SEAFOOD FZR. LTS. HTRS. 20/1 20/1 SPARE 28 29 FREEZER LIGHTS 20/1 20 1 SPARE 30 TOTAL PER NEC ARTICLE 220 TOTAL LOAD FEEDER LOAD 7.55 63 18.92 19.18 KVA KVA 5.22 44 6.15 51 53 53 KVA AMPS AMPS AMPS L4D3 TWO -SECTION PANEL PANELBOARD WITH SUB -FEED LUGS SECTION #1: BREAKERS 1-30 208/12OV, 3 PH, 4W SERVES: BAKERY & DELI SECTION #2: BREAKERS 31-60 225A, M. L. 0. LOCATION: BAKERY PREP 10,000 AIC PANEL FURNISHED BY EDC MFR., INSTALLED BY E.C. GROUND BUS KVA FLUSH MOUNT DESCRIPTION WIRE BRKR A B C BRKR WIRE DESCRIPTION 1 SHUNT -TRIP BREAKER (4) XXXX 1.91 13122 ROOF BOX 2 3 B50 AUTO. DONUT SYST. 3.93 1.91 20/3 15.9 A, 208/3 4 5 11.8 KW, 120 208 3 #8 1 50 3 3.93 1.91 6 7 3.93 0.53 0.53 1.37 0.53 B114 RACK OVEN (2) 8 9 SHUNT -TRIP BREAKER (4) XXXX 20/3 4.4 A, 208/3 10 11 B50A EZ MELT FILTER 20 2 12 13 13.2 A, 208/1 1.37 1.66 1.92 1.18 1.92 20/1 B22 30 QT. MIXER 14 15 B128 PROOFER 20/1 20/1 B60 BREAD SLICER 16 17 B128 PROOFER 20/1 20/1 SPARE 18 19 SPARE 20/1 0.86 L1.50 0.30 1.50 0.30 20/1 EF-G1 (2) 20 21 B61 DONUT FINISH TABLE 20/2 20/1 EH-G1 CONTROLS (2) 22 23 3 KW, 208 1 20/1 EH-G1 LIGHTS 2 24 25 B122A PROOF. CONTROLS (2) 20/1 0.53 0.94 1 L1.92 0.89 0.86 1.65 20/1 DELI FRZR. LTS./HTRS. 26 27 B114A OVEN CONTROLS 2) 20/1 20/1 BAKERY OUTLETS & TF-G1 28 29 D2A SLICER 20/1 20 1 B17 PASTRY CASES 30 31 EF-G2 (2) 20/1 0.86 0.35 1 L0.30 0.35 0.30 20/2 D28 FRYER FILTER (2) 32 33 EH-G2 LIGHTS (2) 20/1 3.4 A, 208/1 34 35 EH-G2 CONTROLS 2 20/1 XXXX SHUNT -TRIP BREAKER 4) 36 37 DELI OUTLETS 20/1 0.72 4.30 1 L1.73 4.30 1 1.70 1 4.30 D16 8' DELI HOT CASE (2) 38 39 D2 DELI SLICERS 20/1 50/3 #8 12.9 KW, 120/208 3 40 41 D2 SLICER, D11 WRAPPER 20 1 42 43 BAKERY OUTLETS 20/1 1.44 3.10 1 L0.51 3.10 0.60 3.10 D24 DOUBLE ROTISSERIE (2) 44 45 BAKERY FRZR. LTS, 20/1 40 3 8 9.3 KW, 120 208 3 46 47 BAKERY FRZR. HEATERS 2 20/1 48 49 SPARE 20/1 LSPACE SPACE ONLY 50 51 SPARE 20/1 ONLY 52 53 SPARE 20/1 SPACE ONLY 54 55 SPARE 20/1 SPACE ONLY 56 57 SPARE 20/1 SPACE ONLY 58 59 SPARE 20/1 ISPACE ONLY 60 TOTAL 22.51 24,37 23.98 KVA PER NEC ARTICLE 220 188 203 200 AMPS TOTAL LOAD 70.85 KVA 197 AMPS FEEDER LOAD 50.22 KVA 139 AMPS H4A SERVES: HVAC LOCATION: EDC4 PANEL PROVIDED WITH EDC PANEL SHALL HAVE FULL LENGTH BUS PANELBOARD KVA 48OV, 3 PH, 3W 400A, M. L. 0. (8), AIC FULLY RATED GROUND BUS SURFACE MOUNT DESCRIPTION WIRE BRKR A B C BRKR WIRE DESCRIPTION AHU-1 24.58 24.58 24.58 24.58 1 24.58 1 24.58 AHU-2 1 30 TON 11 150/3 150/3 #1 30 TON 2 480 3 480 3 RTU-17 11.64 11.64 11.64 11.64 1 11.64 1 11.64 RTU-45 3 20 TON #6 60 3 70/3 #4 20 TON, 40 KW 4 480/3 480/3 RTU-11 6.10 3.05 6.10 3.05 6.10 1 3.05 RTU-9 5 10 TON #10 30/3 40/3 #8 5 TON, 20 KW 6 480 3 480 3 RTU-16 3.05 3.05 3.05 3.05 3,05 3.05 RTU-29 7 5 TON #12 20/3 40/3 #8 5 TON, 20 KW 8 480 3 480/3 2.49 2.49 9 PLM-H4A 15/3 20 3 4RTU-23 TON, 10 KW 102.49 80 3 PER NEC ARTICLE 220 TOTAL TOTAL LOAD FEEDER LOADI 90.18 326 263.05 263,05 KVA KVA 90.18 326 1 90.18 326 316 316 KVA AMPS AMPS AMPS H413 PANELBOARD 480/277V, 3 PH, 4W SERVES: GROCERY 480 VOLT EQUIPMENT 600A, M. L. 0. LOCATION: EDC4 (8) AIC, SERIES RATED PANEL PROVIDED WITH EDC GROUND BUS PANEL SHALL HAVE FULL LENGTH BUS KVA SURFACE MOUNT DESCRIPTION WIRE BRKR A B C BRKR WIRE DESCRIPTION 1 TRANSFORMER T4D (7) 44.84 1 2.49 43.29 1 2.49 1 42.16a2.49 B123 WASH SINK (2) 2 3 150 KVA, 480/3 6) 225 3 20/3 9.0 A, 480 3 4 5 6 7 TRANSFORMER TFS (7) 22.08 10.80 - 19.43 77D26 10.30 19.78 7.20 FRYER (2) 8 9 75 KVA, 480/3 6) 125 3 50 3 6 28.6 KW, 480/3 10 11 SHUNT -TRIP BREAKER 4 12 13 PANEL H4P (7) 1 25.50 10.80 24.18 14.40 18.45 10.80 D27 FRYER (2) 14 15 480/277 3 (6) 1150/3 70/3 #4 35.7 KW, 480/3 16 17 SHUNT -TRIP BREAKER 4 18 19 MG5 COMPACTOR 3.88 10.80 3.88 14.40 3.88 10.80 D27 FRYER (2) 20 21 10 HP, 480/3 #10 30/3 70/3 4 35.7 KW, 480/3 22 23 SHUNT -TRIP BREAKER 4 24 25 MG4 BALER 3.88 3.88 3.88 SPACE ONLY 26 27 10 HP, 480/3 #10 30/3 SPACE ONLY 28 29 SPACE ONLY 30 31 MG3 BATTERY CHARGERS 2.22 SPACE ONLY 32 33 (2) @ 4.OA, 480/3 20/3 2.22 SPACE ONLY 134 351 2.22 J ISPACE ONLY 36 TOTAL 137.30 .� 138.97 121.67 KVA PER NEC ARTICLE 220 496 502 439 AMPS TOTAL LOAD 397.94 KVA 479 AMPS FEEDER LOAD 321.94 KVA 387 AMPS H4P POWER SWITCHING PANEL 480/277V, 3 PH, 4W SERVES: GROCERY SALES AREA LIGHTING 225A, M. L. 0. LOCATION: EDC4 (8), AIC SERIES RATED PANEL PROVIDED WITH EDC GROUND BUS KVA SURFACE MOUNT DESCRIPTION WIRE BRKR A B C BRKR IWIRE DESCRIPTION 1 SALES AREA LTG. (9) #10 20/1 3.54 2.66 20/1 #10 PERIM./NIGHT/EMERG. LTG. 2 3 SALES AREA LTG. (9) #10 20/1 3.78 1 2.97 20/1 #10 PERIM./NIGHT/EMERG. LTG. 4 5 SALES AREA LTG. 9) #10 20/1 1 1 3.66 2.39 20/1 10 PERIM./NIGHT EMERG. LTG. 6 7 SALES AREA LTG. (9) #10 20/1 3.66 2.47 1 20/1 PRODUCE/SEAFOOD LTG. 8 9 SALES AREA LTG. 9 10 20/1 3.66 3.62 20/1 IDELI LTG. 10 11 SALES AREA LTG. 9 10 20 1 3.66 2.67 20 1 BAKERY LTG. 12 13 SALES AREA LTG. (9) #10 20/1 1 3.66 =1 1 1 3.66 1 2.22 1 3.66 2.09 20/1 MEAT PREP LIGHTS 14 15 SALES AREA LTG. (9) `10 20/1 20/1 PRODUCE TABLE LIGHTS 16 17 SALES AREA LTG. 9 10 20/1 20/1 FRONT STOCKROOM LTG. 7 18 19 SALES AREA LTG. (9) #10 20/1 3.54 1 4.26 1 1.59 2.68 20/1 REAR STOCKROOM LTG, 20 21 SALES AREA LTG. (9) #10 20/1 1 20/1 FOOD TENANT LTG 22 23 SPARE 9 20/1 1 1 0.32 20/1 EMERGENCY LTG. 24 25 SPARE 9 20/1 1 20/1 SPARE 26 27 SPARE (9) 20/1 20/1 SPARE 28 29 SPARE 9 20/1 20/1 SPARE 30 31 SPACE ONLY SPACE ONLY 32 33 SPACE ONLY SPACE ONLY 34 35 SPACE ONLY SPACE ONLY 36 37 SPACE ONLY SPACE ONLY 138 39 SPACE ONLY SPACE ONLY 140 41 SPACE ONLY SPACE ONLY 142 25.50 24.18 18.45 KVA PER NEC ARTICLE 220 92 87 67 AMPS TOTAL LOAD 68.13 KVA 82 AMPS FEEDER LOAD 85.16 IKVA 102 AMPS ELECTRICAL SYMBOLS Q INCANDESCENT OR HID FIXTURE FLUORESCENT FIXTURE FLUORESCENT FIXTURE EMERGENCY LIGHT EXIT FIXTURE c�a EMERGENCY FIXTURE $ SWITCH, SINGLE POLE $3 SWITCH, 3-WAY $P SWITCH, PILOT (LIT WHEN ON) C� RECEPTACLE, SIMPLEX q, RECEPTACLE, DUPLEX 9 RECEPTACLE, SPECIAL RECEPTACLE, DOUBLE DUPLEX R RECEPTACLE, ISOLATED GROUND a DEVICE ON DROP CORD RECEPTACLE, FLUSH FLOOR Q JUNCTION BOX SMOKE DETECTOR DISCONNECT SWITCH V DATA BOX GROUND is NEUTRAL HOTS CIRCUIT, CONCEALED IN WALLS OR CEILING CIRCUIT, CONCEALED IN SLAB CIRCUIT, EXPOSED ® TELEPHONE OUTLET, +54" Xy MOTOR/PUMP/FAN �s PUSH BUTTON BELL O LIGHT FIXTURE TYPE REFER TO FIXTURE SCHEDULE EF EXHAUST FAN Sc SECURITY CAMERA WP WEATHERPROOF GFCI GROUND FAULT CIRCUIT INTERRUPTER GENERAL NOTES 1 ELECTRICAL CONTRACTOR (E.C.) SHALL PROVIDE A SEPARATE GROUND WIRE (SIZED PER N.E.C.) IN PVC TYPE CONDUIT, POWER CIRCUITS OR AS INDICATED ON PLANS. CONDUIT SHALL BE PROPERLY SIZED PER N.E.C., INCLUDING THE EQUIPMENT GROUND WIRE. 2 ALL CONDUIT RUNS, SHALL BE ROUTED IN WALLS, COLUMNS, REFRIGERATION TUNNELS, ETC. NO CONDUIT SHALL BE ROUTED IN FLOOR UNLESS NOTED OR IMPRACTICAL TO DO OTHERWISE AND AUTHORIZED BY THE WAL*MART CONSTRUCTION MANAGER. 3 ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO ALL EQUIPMENT (UNLESS NOTED OTHERWISE), 4 ALL CONDUITS SERVING COOLER AND FREEZER BOXES SHALL BE ROUTED ON THE INSIDE SURFACE OF BOX. CONDUIT PENETRATIONS THRU COOLER AND FREEZER BOXES SHALL BE KEPT TO A MINIMUM. SEAL ALL PENETRATIONS USING SILICONE CAULK OR AN EXPANDING FOAM SEALANT. 5 ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUIT AND WIRING TO EQUIPMENT FURNISHED BY OTHERS, AS INDICATED ON THE DRAWINGS. EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, HVAC UNITS, DELI EQUIPMENT, MEAT EQUIPMENT, EXHAUST FANS, EXHAUST FANS, MAKEUP -AIR UNITS, HOOD LIGHTS AND FIRE EXTINGUISHING EQUIPMENT (WHICH INCLUDES INTERLOCK WIRING TO GAS SOLENOID VALVES AND/OR SHUNT -TRIP BREAKERS, TO CONFORM TO ALL CODES). WIRING SHALL INCLUDE FINAL CONNECTION TO ALL EQUIPMENT IN CONFORMANCE WITH EQUIPMENT SUPPLIER WIRING DIAGRAMS. WHERE INDICATED OR NEEDED, E.C. SHALL FURNISH CORD SETS AND/OR MATCHING PLUGS FnR E OUIPMENT. HEAT TRACE CABLE SHALL BE FURNISHED AND INSTALLED ON ALL PIPING EXPOSED TO FREEZING TEMPERATURES (IE: CONDENSATE DRAIN PIPING, COMPRESSOR HOUSE WATER HEATER PIPING, ETC.). 6 ALL EXPOSED CONDUIT IN FOOD PREPARATION AREAS SHALL BE MOUNTED 1" OFF THE WALL AND 6" OFF THE FLOOR FOR CLEANING PURPOSES. PANEL SCHEDULE NOTES ( ) (1) TERMINATE GROUND AT ISOLATED GROUND BUS. (2) BREAKER EQUIPPED WITH LOCKING DEVICE (LOCK -OFF FOR MAINTENANCE). (3) BREAKER EQUIPPED WITH LOCKING DEVICE (LOCK -ON FOR CRITICAL LOAD). (4) PROVIDE INTERLOCK WIRING WITH EXHAUST HOOD ANSUL SYSTEM. (5) GFCI CIRCUIT BREAKER. (6) RE: 1-GE3 FOR WIRE SIZES (7) BREAKER IS FACTORY WIRED TO LOAD SERVED (8) RE: 1-GE3 FOR AVAILABLE FAULT CURRENTS (9) DESIGNATES "SMART" BREAKER 20A WIRE SIZING SCHEDULE ALL WIRE SIZES SHOWN ON PANEL SCHEDULES ARE INTENDED TO BE MINIMUM ACCEPTABLE WIRE SIZE. THE FOLLOWING SCHEDULE IS TO BE USED. TO SIZE WIRE FOR 20 AMP CIRCUITS (120 AND 277 VOLT). LENGTHS (IN FEET) ARE INTENDED TO BE MAXIMUM. 120 VOLT #12 #10 #8 #6 1-5 AMPS 200 FT. 325 FT. 490 FT. 770 FT. 6-10 AMPS 100 FT. 160 FT, 245 FT. 385 FT. 11-15 AMPS 70 FT. 110 FT. 1 165 FT. 255 FT. BRR JOB NUMBER: 96200199/072800 WAL*MART 6TORE # 85? 0 WAL* MART STORES INC. SAM M. WALTON DEVELOPMENT COMPLEX i. 2001 SE 1OTH STREET BENTONVILLE, AR 72712-6489 Sheet Contents: GROCERY ELECTRICAL PANEL SCHEDULES Drawn By: Checked By: Revisions: Project Number: 99127 Date: 03 OCTOBER, 2000 277 VOLT #12 #10 #8 #6 1-5 AMPS 480 FT. 760 FT. 1170 FT. 1865 FT. 6-10 AMPS 240 FT. 380 FT. 585 FT. 930 FT. 11-15 AMPS 160 FT. 250 FT. 390 FT. 620 FT. Copyright GE3.1 k� i DUPLEX OUTLET +36" LFS FOR HEAT LAMP 9 18 23 LFS 9 10 LFS 16.803 4 12 6 LFS �� 0,-PANEL LFS E iFS RADIO GRID - - - - Sg50 LFS 16.483 L 22 ANEL "B" �, 16.664' SB13 ' LFS 16.806 m LO m EF-Sg1� 3 LFS 15 2 20[ SB49 LFS li ---I 416.650 o RADIO GRILL 16.803 PANEL "A" RADIO GRILL 16.803 P NEL C DO OHO 000 OHO O O 0 0 0 0 0 0 0 0 O O 0 C 0 O O O OHO O O, 0 - A.7 0 o 0 0 0 0 0 0 0 0 O O O 0qL__0 O JB +6'-0" FOR INSECT O CONTROL, 120V. TYP. OF 4 0000 1 _T J 7 PITF RADIO GRILL POWER PLAN_ 2 1/ 8" = 1'-0" fl r; { I LF-S SERVES: RADIO GRILL PANELS & LOCATION: RADIO GRILL PANEL FURNISHED BY EDC MFR., EQUIP. INSTALLED BY E.C. PANELBOARD KVA 208/120V, 3 PH, 4W 225A, M. L. 0. 10,000 AIC GROUND BUS ISOLATED GROUND BUS FLUSH MOUNT DESCRIPTION WIRE BRKR A B C BRKR WIRE DESCRIPTION 1 RiADIO GRILL PANEL "A"(1)(2) 2.60 1 1.42 2.64 1.42 1 3.34 1.14 20/2 SB13 ICE MACHINE 2 3 208/190/3 #6 60/3 13.6 A, 208/1 4 5 20/2 SB50 3 DOOR FREEZER 6 7 RADIO GRILL PANEL "B" (1) 6.17 1.14 4.84 0.86 5.62 0.30 11.0 A, 120/208/1 8 9 2Q8/120/3 #6 60/3 20/1 EF-SB1 (1) 10 11 ' 20/1 EH-SB1 CONTROLS (1) 12 13 RADIO GRILL PANEL "C" (1) 3.78 0.30 L 2.10 0.72 1.80 0.50 20/1 EH-SB1 LIGHTS (1) 14 15 208/120/3 #6 60/3 20/1 PADDLE FANS 16 17 20/1 IMENU BOARD 18 19 SHUNT TRIP BREAKER (3) XXXX 1 0.90 5.76 1.08 5.76 20/1 JINSECT CONTROL 20 21 SB51 FRYER (1) 20/1 ISB49 COTTON CANDY 22 23- 48.0 A, 208/3 6 60/3 20/1 SPARE 24 25 5.76 . 1.32 20/1 SPARE 26 27 SHUNT TRIP BREAKER (3) XXXX 20/1 SPARE 28 [29 SB52 FILTER (1) 20/1 20/1 SPARE 30 YPER NEC ARTICLE. 220 TOTAL TOTAL LOADI FEEDER LOADI 22.08 184 61.29 41.19 KVA KVA 19.43 162 19.78 165 170 ]AMPS 114 KVA AMPS AMPS RADIO GRILL ELECTRICAL EQUIPMENT SCHEDULE 41 NO:" DESCRIPTION _ MFG. MODEL NO. VOLT/PH LOAD TERMINATION NOTES MTG. HT. S131 ICEE MACHINE ICEE FCB 120/208/1 22.5 A PRE -WIRED TO RADIO GRILL PANEL "A" SB2 POPCORN MACHINES GOLD MEDAL #2214 WM . 120/1 20.0 A PRE -WIRED TO RADIO GRILL PANEL "A" S133 CASH REGISTER NCR #2113 120/1 1.0 A PRE -WIRED TO RADIO GRILL PANEL "A" S134 _ HOT DOG GRILL GOLD MEDAL #8023 120/1 8.3 A PRE -WIRED TO RADIO GRILL PANEL "A" SB5 HOT DOG BUN WARMER GOLD MEDAL #8117 120/1 2.5 A PRE -WIRED TO RADIO GRILL PANEL "A" S136 NACHO CHIP WA?: ,\kR GOLD MEDAL #2186 120/1 0.3 A PRE -WIRED TO RADIO GRILL PANEL "B" SB8 CONVECTION COOKIE OVEN OTIS SPUNKMEYER OS-1 120 1 11.3 A PRE -WIRED TO RADIO . GRILL PANEL "B" S139 COFFEE DIS_PENSEK (SINGLE) BUNN-SYSTEM 1 SINGLE B 120/1 117.92 A PRE -WIRED TO RADIO GRILL PANEL "C" SB10 ICE TEA DISPENSER/t1REWER BURN-OMATIC - TD4T 120/1 115.0 A PRE -WIRED TO RADIO GRILL PANEL "C" SB11 SOUP KETTLE APW/WYOTT RW-1 V 120/1 4.2 A-.. PRE -WIRED TO RADIO GRILL PANEL "B" SB12 SOFT DRINK & ICE 5ISPEN3't7_R REMCOR TJ-90S-BC 120/1 13.6 A PRE -WIRED TO RADIO GRILL PANEL "C" ,SB13 ICE MACHINE SCOTSMAN CME656AE 208/1 13.6 A JUNCTION BOX t 1 +78" 9B16 MICROWAVE AMANA CRC18T2 208/1 8.65 A PRE -WIRED TO RADIO GRILL PANEL "B" sE3`).,7_ FOOD WARMER AMER. PERM. WARE- 90 UL 120/1 6.3 A , PRE -WIRED TO RADIO GRILL PANEL "B" SB18 3A, QPICH REFRIGERATOR TRUE TSSU-48-12 120/1 9.0.>A PRE -WIRED TO RADIO GRILL PANEL "B" SB20 UNDERCQUNTER FREEZER TRUE TUC-27F 120/1 7.2 'A PRE -WIRED TO RADIO GRILL PANEL "B" SB35 ELECTRIC; WARMER BUNN-OMATIC RWS1 . 120/1 2.5 A PRE -WIRED TO RADIO GRILL PANEL "C" SB39 TOASTER STAR MFG. ST02 120/1 7.5 A PRE -WIRED TO RADIO GRILL PANEL "B" SB40 CAPPUCQINO MACHINE CECILWARE GB2-LD 120/1 15.0 A PRE -WIRED TO RADIO GRILL PANEL "C" SB49 COTTON CANDY GOLD MEDAL 3017 120/1 � 9.0 A OUTLET, NEMA: 5-20R. 2 +24" SB50 3-DOOR )UPRIGHT FREEZER ITRUE T-72F 120/208/1 11.0 A OUTLET, NEMA: 14-20R. 2 +24" SB51 IFRYER, KEATING 14TS 208 3 48.0 A JUNCTION BOX 1,4 +12" SB52.112U'l STATION KEATING 14CF 120/1 7.0 A IJUNCTION BOX 1,4 +12" SBSE± ELECTRIC GRIDDLE STAR MFG. 536CHSA 208/3 25.0 A PRE -WIRED TO RADIO GRILL PANEL "B" 3 +12" KEYNOTES 16.002 MOUNT EXIT SIGNS ON WALL AND CENTER 1'-0" ABOVE DOOR OPENING. 16.483 ROUGH -IN FOR HOOD FIRE SUPPRESSION SYSTEM MANUAL RELEASE STATION. 16,650 +24' (GFCI IF NOTED) FOR INSECT CONTROL. 16.664 JB ABOVE CEILING FOR EXHAUST HOOD LIGHTS, CONTROLS AND EXHAUST FAN. PROVIDE CONNECTION TO EXHAUST HOOD CONTROL PANEL AND TERMINATE (3) 120V CIRCUITS PER MANUFACTURER'S WIRING DIAGRAM. PROVIDE INTERLOCK WIRING FROM EXHAUST HOOD TERMINAL STRIP TO EXHAUST FAN ON ROOF AND INTERLOCK WIRING TO SHUNT -TRIP BREAKERS. 16.803 JB +12" FOR ELECTRICAL CONNECTION TO RADIO GRILL PRE -WIRED PANEL. PRE -WIRED PANEL PROVIDED BY OTHERS. 16.806 JUNCTION BOX MOUNTED +8'-0" ON WALL FOR MENU BOARD. MENU BOARD INSTALLED BY KITCHEN EQUIPMENT INSTALLER. RADIO GRILL ELECTRICAL EQUIPMENT SCHEDULE NOTES 1. PROVIDE WEATHERTIGHT FLEX CONDUIT AND WIRING FROM DISC. SW. OR JB TO EQUIPMENT KNOCKOUT OR ELECTRICAL CONNECTION- POINT. 2. PROVIDE MATCHING CORD AND MALE PLUG. 3: WIRING DEVICE CIRCUITED TO. SHUNT-TRIR BREAKER PROVIDED WITH PRE -WIRED PANEL FOR EQUIPMENT UNDER EXHAUST HOOD. PROVIDE INTERLOCK WIRING WITH EXHAUST ANSUL SYSTEM. 4. WIRING DEVICE CIRCUITED TO $HUNT-TRIR B ' KER. PROVIDE INTERLOCK WIRING WITH EXHAUST °ANSUL<`c SYSTEM. PANE-L SCHEDULE NOTES ( ) (1) BREAKER EQUIPPED WITH LOCKING DEVICE (LOCK -OFF FOR MAINTENANCE). (2) TERMINATE GROUND AT ISOLATED GROUND BUS. (3) PROVIDE INTERLOCK WIRING WITH EXHAUST ANSUL SYSTEM. `7 r j \NAL* MART STORES INC. SAM M . WALTO N DEVELOPMENT COMPLEX 2001 SE 1OTH STREET ; BENTONVILLE, AR 72712-6480 Sheet Contents: RADIO GRILL ELECTRICAL PLANS & DETAILS Drawn By: Checked By: Revisions. �Jt THE— -D!NG DEPT. A ccF_P-f,c[) ".01 IONA! LycOcrptt nF ticTHF TCppD CA(j-. t HC)RiTy -r,-,. FIRC S IF F ly rat- g F ,-- f N'SOJ )EPT JION f OR OTHE T HE• D`4STRUCTiON F� VIOLATIOr\.f.s OF THE'l UUc OF'-fj, -ID M cily, Cod' e to qg 1.t tell- z airy E WeNTS 7) j . 0 • 12" W.G. 6AS PRESSURE PIPE DOWN FROM PRESSURE RE6ULATOR ON ROOF T T I 3/4 "4 1 1 /2 "4 0 6AS/ELEG, 2 CLAM 6RILL I CLOTHES DRYER I 3-VAT FRYER 1� 22 MBH 510 MBH �u6 " DIRT LE6 ( TYP) T6AS COCK O2 AUTOMATI 6A5 SHUT-OFF VALVE PART F ANSUL P GKA6E 6AS RISEER CIA&RAC NO TO SCALE 6AS PIPE TOTAL EQUIVALENT LENGTH: 100 FEET TOTAL CONNECTED 6AS LOAD: 532 MBH — 6AS PIPIN6 55 UNDER SLAB SANITARY SEWER PIPIN6 6W UNDER SLAB 6REASE WASTE PIPIN6 - VENT PIPE — - - — GOLD WATER PIPIN6 - - 1100 HOT WATER PIPING - - - 1400 HOT WATER PIPIN6 - SLEEVE IN OR BELOW SLAB OVERHEAD LINES ® PIPE OR SLEEVE THRU SLAB ® FLOOR DRAIN ® GLEAN OUT FLOOR SINK 0 PIPE UP/DOWN r-4 CHECK VALVE ICI BALL VALVE ® THERMOSTATIC, MIXING VALVE K. E. S, KITGHEN EQUIPMENT SUPPLIER F. B, 0, FURNISHED BY OTHERS 3' _011 6 I _0 tt 3 1 -0 — COMPACTED SAND SECT I ON AA \\_ 3" PIPE V FLAN �LOCR 5INK 1;�7AIL NOT TO SCALE Mc PONALD ' S FLU MB I N6 FIXTURE SGHEI�)U I=E BY TA6 MANUFACTURER MODEL ACCESSORIES GOMMEN-S ROUGH -INS unr /'nl n c.At.l PG MS-1 FIAT MSB-2424 FTRAP: 3 GPIG-IARAGO FAUCET No.bGl-RGF FAUCET WITtI INTEGRAL VACUUM BREAKER 3/4" 3/4" 3" 2" PG HS -1 ELKAY GH5-1-116-2 STANDARD FAUGET:GHIGAGO FAUCET No. 651 RIM HEIGHT: 54" A.F.F. STAINLESS STEEL SENSOR FAUGET:GHIGAC FAUCET No. 555 (OPERATOR EXTRA) SENSOR FAUCET REQUIRES A CHIGA60 #11� G-1118-i HAND SINK SENSOR FAUCET SUPPLIE5/5TOP5: T45 BRA55 B-1305(FLEX I BLE) 24 V TRANSFORMER - TRANSFORMER ORDERED 1/2" 1/2" 2" 2" TRAP:1 1/4"P-TRAP 5TRAINER:6HICA60 FAUCET No.331 GRID SEPARATELY (ONE PER SINK). TRANSFORMER TRAP WRAP: BROGAR G500-RSH CARRIER: ZURN Z-1225 INSTALLED BY ELECTRICAL CONTRACTOR. KES KS- 1 3-GOMPARTMENT PART FAUCET: INTEGRAL PART OF UNIT SUPPLIE5/STOPS: PLUMB. GONTR, TO PROVIDE AND INSTALL OF T45 BRA55 B-1305(FLEXIBLE) SUPPLIE5/STOP5,TRAP,4DRAIN C.ONNEGTION5. 4 SCULLERY SINK KES PAGKA6E SINK TRAP: 1 1/2" P-TRAP OR INDIRECT PLUMB. GONTR, TO INSTALL FAUCET 4 DRAIN 5/4" 3/4" 3° 2" PROVIDED iNITH THE 5INK5 (BY KES). PG DRAIN, BASKET TYPE -INTEGRAL PART OF UNIT KE5 TO PROVIDE AND PLACE 5INK5. MPM NM-1 SPEED -QUEEN EA-2020 6UY GRAY 5-150 SPACE SAVER BOX PLUMB. GONTR. TO PROVIDE AND INSTALL 4 (2) 3/4" PISTON TYPE WATER HAMMER ARRESTORS 6UY 6RAY 13OX 4 WATER HAMMER ARRESTORS --- OWNER/OPERATOR TO PROVIDE AND PLACE 3/4" 3/4" 2" 2" PG --- GLOTHE5 WA5HER. =_ ABBREVIATION LE6END: KES - KITGHEN EQUIPMENT SUPPLIER SSI - SODA SYSTEM INSTALLER MPM - MGDONALD'S PROJEGT MANAGER PG - PLUMBIN6 CONTRACTOR 3 VTR J �2tt y-- i HAND �2i� SINK I I AG i �21 I �— 2 I L 2 " \ t� I HS-1 HND SINK I r McDONALD'S 4" FGO i 2 3-GOMPSINK 2„i 2 "- T_ \ 4" FGO I � I1 3 " WASHIN6 M5-1- 2 3 MACHINE MOP SINK I 211 4" 411 / AT SELF SERVE �v 4 i � 3" FD-8 1 3t AT SODA 4 i SYSTEM �y I _ 3" FD-8 AT COOLER/ 2„ 4 4" SANITARY SEWER FROM FREEZER `1� 11 WAL-MART RETAIL 5PAGE. 4 NOTE: PROVIDE A TRAP PRIMER A FOR EVERY McDONALD'S FLOOR DRAIN/FLOOR 5INK, GONNEGT ail TO NEAREST WATER SOURCE, it It �� 4 Lg TT, II II II II II II II II II II II II II II T I \I II II I 0 II II 11 — — — — — — — — — — — — -1 I I I 3 11 FAI II i L— --- 4" GONNEGT NEW 1-1/2" GW 4 1400 HW TO VALVED STUBS. FIELD VERIFY EXAGT GONNEGTION LOCATION IGW 4 1400 HW SHUT-OFF VALVES IN MGD'S SPACE ❑ [ + ZU �t —�� --- ! -----J — '-- -I ��- - ---� 1 - I I � 4" FCO 4" UNDERSLAB SANITARY SEWER FROM WAL-MART RETAIL 5PAGE, ga �� OWES \ ! • `. 1 /4" = 1 ' -0" KITCHEN EQUIPMENT INDIRECT F I F I N6 :;)ETA i L_ NO SCALE GONNEGT NEW 1-1/2" 140° HW TO VALVED HW STUB, FIELD VERIFY EXACT \ CONNECTION LOCATION. 1/2" ` \ CONNECT NEW 1-1/2" GW 1 \ TO VALVED GW STUB. FIELD VERIFY EXACT HS-I 1/2" GONNEGTION LOCATION, HANDSINK / sal 1 21 1/2<5 " /411 5/411 `./ • HS-1 II � /4" HANDSINK < 3/44' 1 1 THERMOSTAT IG ^ /4 1 TEMPERIN6/ANTI-SAALD 3/4',� / /4 MIXIN6 VALVE. SET AT 110°F. McDOPNALD'S 3-GOMP 5INK WM-1 1 WASHIN63/4" 1 MACHINE 4" UNDERSLAB 6REASE WASTE TO 6REASE MS-1 INTERCEPTOR (FBO) . MOPS I NK 4" UNDERSLAB SANITARY �. SEWER TO WAL-MART AST A Nr;) SCENT P I A lSA RETAIL SPACE, 5UFFL� CATER 1;)1A&RAY NO SCALE MpjNALU'S KEY PLAN-:: F�.�,..J MM2 TI U. 0- _4 _,1 lr�OL 3/4" STAINLESS STEEL REDUGED PRESSURE BAGKFLOW PREVENTOR ASSEMBLY. ALL PIPIN6 DOWNFLOW OF THE BAGKFLOW PREVENTOR SHALL BE EITHER STAINLESS STEEL OR PLASTIG. I �/4„ GOPPER SHALL NOT BE ALLOWED. a �DONALD'S ODA SYSTEM A. PLUMBING CONTRACTOR SHALL EXECUTE ALL WORK 50 THAT IT PROCEEDS WITH A MINIMUM OF INTERFERENCE WITH OTHER TRADES. B. VERIFY EXACT ROUGH -IN AND FINAL EQUIPMENT REQUIREMENTS WITH ROUGH -IN DRAWINGS PROVIDED. C. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL CONNECTIONS TO PLUMBING FIXTURES AND KITCHEN EQUIPMENT. THIS INCLUDES, BUT IS NOT LIMITED TO, FURNISHING AND INSTALLING ALL TRAPS, DRAINS, AND SUPPLIES WITH STOPS. D. THE PLUMBING CONTRACTOR SHALL VERIFY THAT ALL PIPING, AS SHOWN ON THESE DRAWINGS WILL NOT CONFLICT w/ ANY DRAINS, SCUTTLES, JOINTS, VENTS, EQUIPMENT, ETC. E. COORDINATE ROUTING AND LOCATIONS OF WASTE AND VENT PIPING WITH ALL OTHER TRADES. F. THE PLUMBING CONTRACTOR SHALL COORDINATE w/ THE GENERAL CONTRACTOR AND OTHER TRADES, ALL REQUIRED OPENINGS AND EXCAVATIONS. ALL REQUIRED OPENINGS IN FOUNDATIONS, FLOORS, WALLS, AND ROOFS SHALL BE DESIGNED INTO THE STRUCTURE INITIALLY BY THE USE OF SLEEVES, CURBS, ETC. CUTTING AND PATCHING SHALL BE HELD TO A MINIMUM. G. ALL ITEMS PROJECTING THROUGH THE ROOF SHALL BE FLASHED A MINIMUM OF 12" ABOVE THE ROOF. ALL VENTS SHALL BE A MINIMUM OF 10'-0" FROM ANY OUTSIDE AIR INTAKE. H. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTING WATER SUPPLY TO THE COFFEE MAKERS, TEA BREWERS AND ICE MACHINES. INSTALL ADDITIONAL BACKFLOW PREVENTION DEVICES AS REQUIRED BY LOCAL CODES. I. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDENSATE DRAIN PIPING AND FITTINGS, INSULATE ALL CONDENSATE DRAIN PIPING AND FITTINGS INSIDE THE BUILDING WITH I/2" 'ARMAFLEX' PIPE INSULATION. J. POT SINKS AND SALAD SINKS TO BE ANCHORED TO WALL AND SEALED w/ SILICONE CAULKING K INSTALL AUTOMATIC GAS SHUT-OFF SOLENOID VALVE (FURNISHED BY ANSUL) IN GAS LINE TO COOKING EQUIPMENT. INTERLOCK WITH HOOD FIRE SUPPRE5510N SYSTEM. VERIFY REQUIREMENTS WITH HOOD SUPPLIER. INSTALL UNIONS AT THE SOLENOID VALVE. L• QUICK DISCONNECTS AND FLEXIBLE LINES FOR THE GAS KITCHEN EQUIPMENT SHALL BE PROVIDED BY THE KITCHEN EQUIPMENT CONTRACTOR. SHUT OFF COCKS (PROVIDED BY PLUMBING CONTRACTOR), QUICK DISCONNECTS AND FLEXIBLE LINES SHALL BE INSTALLED BY THE PLUMBING CONTRACTOR. SAFETY CABLES SHALL BE INSTALLED FOR GAS AND WATER EQUIPMENT ON WHEELS. M. PROVIDE DI -ELECTRIC COUPLINGS AT ALL DISSIMILAR METAL PIPE CONNECTIONS. N. PROVIDE WATER HAMMER ARRESTORS AT EACH FIXTURE OR GROUP OF FIXTURES. O- PROVIDE VACUUM BREAKERS AT FIXTURES w/ HOSE THREAD CONNECTIONS AND APPLIANCES w/ DIRECT CONNECTIONS TO DOMESTIC WATER. P. COORDINATE ROUTING AND LOCATION OF PIPING WITH DUCTWORK, LIGHTS, AND STRUCTURE. PIPING SHALL RISE, JOG OR OFFSET AS REQUIRED TO AVOID CONFLICTS, MODIFICATION OF INSTALLED PIPING TO RESOLVE CONFLICTS ARISING FROM LACK OF COORDINATION SHALL BE DONE BY THE PLUMBING CONTRACTOR AT NO EXPENSE TO THE OWNER Q, ALL DESIGNATIONS FOR K.E.S. = KITCHEN EQUIPMENT SUPPLIER FOR APPROVED EQUIPMENT AND 15 CONTRACTED BY MCDONALD'S OWNER/OPERATOR TO SUPPLY KITCHEN EQUIPMENT AND/OR INSTALLATION OF EQUIPMENT. THERMOSTATIC, MIXIN6 VALVE, i" 191 LN 14 1111111 4" UNDERSLAB 6REASE WASTE TO 6REASE TRAP ( FBO) . i 4" UNDERSLAB SANITARY SEWER TO WAL-MART RETAIL SPADE, DRAIN INDIREGT CONDENSATE FROM FREEZER/COOLER EVAPORATORS TO ADJACENT FLOOR DRAIN/FLOOR SINK, 1. ALL DIMENSIONS SHOWN ARE TAKEN TO FACE OF WALL FINISH. 2. THE PLUMBING CONTRACTOR WILL PURGE ALL WATER AND GAS LINES BEFORE FINAL CONNECTION. 3. THE PLUMBING CONTRACTOR WILL TERMINATE ALL WATER AND GAS ROUGH -INS WITH SHUT-OFF VALVES BEFORE CONNECTING TO KITCHEN EQUIPMENT AND RELATED FIXTURES. 4, ALL OVERHEAD GAS LINES TO TERMINATE ABOVE CEILING AND EXTENDED TO TO EQUIPMENT DURING EQUIPMENT INSTALLATION. 5. THE PLUMBING CONTRACTOR SHALL EXTEND ALL FILTERED COLD WATER LINES FROM FILTER ON SODA FACTORY. 6. THE PLUMBING CONTRACTOR SHALL EXTEND ALL CONDENSATE AND INDIRECT DRAINS ON THE EQUIPMENT TO THE FLOOR DRAINS IN ASSOCIATED LOCATIONS. 1. ALL CONTINUOUS SLEEVES TO HAVE LONG SWEEP ELBOWS. S. ALL SLEEVES IN SLAB TO TERMINATE AT I"AFRUNLESS OTHERWISE SPECIFIED. Columbus Dallas Los Angeles Chicago Miami expeS TE ° w t- �- L o �aocu•� 'o ® c o * -o 0 0,- c a° = � o Z5 a ° �'c y o d M 7 V U Z -0O p C o C, 0) . o a °'F -a 'F 0.6E° a) 3 N 2 E 0 U � 7 � N � coo=�a C O C m• aC,rn v C N V O C T f11 ` O N p_ d ® 0 O w � 11 � � v u, V � CL � O V E 0 ' O 0 � v o N 1 E N- C V �W N a) Cp O w 0-0 O N •� V L VVl ° k-v _ 7 L L ° C) F m U O ._ WAL*MART #3207 RHINEHART ROAD & ST. JOHNS SANFORD, FL sE,a� /I MAY 13 REVISIONS z A. REVISION #4 05.17.02 Eq B. PER CCD#1 04,25.03 +o e a e a a C. PER CCD#.Z 05.�3303 o a : v 9 a u DATEISSUED 05.17.02 PROTOTYPE WAL"MART SITE ID # • � P001598 � " = WD PROJECT NUMBER a 0055.058-01 ♦ 6 n 6 + 0 e +o �e V e 0 + - NO SCALE NOTE: SEE WAL—MART PLUMBIN6 PRANIN65 FOR FLOOR DRAIN SGHEPULE 3. THE LEASABLE SQUARE FOOTAGE FOR THE KEYNOTES SHEET NOTES FOLLOWING SPACES: PORTRAIT STUDIO-555 SF 1.03 STOCK ROOM SHELVING SYSTEM FURNISHED TENANTS-1,000 SF AND INSTALLED BY WAL-SMART. REFER TO 1. ALL INTERIOR PLAN DIMENSIONS ARE TO FACE BANK- 7 SF STRUCTURAL DRAWINGS FOR FORM WORK BY OF STUD/CMU UNLESS INDICATED OTHERWISE. HAIR CARE-1188 SF CONTRACTOR. ,< r VISION CENTER 1,725 SF F w_ 15.3 14 13 12 11 10 g 2. SALES FLOOR TO HAVE POSITIVE AIR 2 1 1.07 BALER FURNISHED AND INSTALLED BY PRESSURIZATION: DASHED LINE INDICATES LIMITS 1'-2" 43'-6" 37'-10" 34'-0" 33'-0" 4g'-p" 48'_0" WAL-MART. OF AREA SEPARATION WALL BETWEEN SALES 115'-4'> FLOOR AND STOCKROOM/SERVICE AREAS. 2 9.10 4" WIDE PAINTED STRIPES 5'-0" DEEP BY CONTRACTOR TO NEUTRALIZE SALES FLOOR AREA _ - _ _ _ ®_ _ ®- _ ' I - _- - - - - - A1.3 ' 1 WIDTH OF COMPACTOR OPENING AT 12" OC BY PROVIDING AN AIR TIGHT SEAL AT THE / ®_ ®_ _ - _ _. A1.3 DEMISING PARTITION WALLS AND AROUND ALL �- '^ 9.11 4" WIDE PAINTED STRIPES 5--0" DEEP BY PENETRATIONS BETWEEN SALES AND SERVICE I I I ' �; N M _ _ _ _ _ - _ - _ - - - _ _ ®®--------N WIDTH OF BALER AT 12" OC NEUTRALIZATION WALL SHOWN AS: - ®-- - - - - - - - N ( I M I 2 1 - - - - - - - - - _ _ I _ 1 ( E ( I -! I-- - - -, - - - - - _ - I - - - - L _ I o - - -- - - - { I I I 8 7 6 5 4 II IILlI RECEIVING I 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" 48'-0" o 34'-0"1078 7 1 I D 1 1 501-4 0 0 , II !I 1-z I K - ff- -( - - -- �—o- - - - - - - - - - - - KLo 118-810418g95-4 - I I { E -_MM II__-_--___-_ M---__A6-----____- 1 i 2 T—IfI(II�( --II, ®{ I �! _- N_I --_ —As�K ❑--o - III{I _ f....J..Ii ramti Qs (i x iIIIIfIII1II(I(IiIIIII!II II --�-- �� zz}q I'`iI1 I �1I t- - _ I{({( I I I (I -- I IiII!IIi - W _- -- -- --- - r�II PR -- _-V-)A PR -PR PR - 2 q ._ FB TB L .P-PR PR PR _ A O r � STOCK ROOM 7 GROCERY o ® ®__®® ----------PR PR N P RECEIVING BIKE PRACKSPR.•-. P —A3 P4 R BIKER RPR ....PR00 O ----------------------M 15 co o SOFTLINES <K-UP ROOMA9Ln R R PR PR PR .. PR -PL - - - ®, N -------- il-n-------- 0_—_--_—_o--- � -6Q 68'-11-0' "118-6\ 9-6j 30' DASHED LININDICATES EXTEN OF NEUTRALIZATION REF GENERAL NOTES 00 cu � __—_----®—— F. I I f � Y a 00 Li _ _ _ Lro 5 00, 00 0 J7��ko� G.1 BLi ;r , III � - - _ sy r crG1u yEG- - - - --i - - - -- _ - - — - - - - 2-A3 GROCERY SALES _�__ SIM00 F 2-A3 0F NO o F. 1 F-- - - -- - - - - - - (5 o — - - - a - - - H D AF wFN _0 DASHED LINE INDICATES EXTENT OF NEATION AC1 6-A2 REF: GENERAL N TES o N - - - - - - - - 3M( - 0 U _V)L _ _ _ _ _ _ _ _ _ - - - - - - - FT o N N �SALES - 100 3-A2 D. 1.. C) .e455D.4 1)-Mp5 co 068'-g„ Lo - - - - � K­ Do 3 « o I v✓o Ld CCD LO Sim 2-A3 I i�— 5 6_ S. = :' T e_ - — I( oN I II I( I II IIo i f„ ` I a jAQUARIUM WALL I 03 SIM2-A3 ' 2-A3 I r� PROFILE FLORAL ------00 - -`Nf' - - - !IIIIiI -._-. „_',,,IIII,IIII1I _. -- -'-'-,.T,Io,I1IIIII, .-_.-.-- �,{IIIIII I _•. 1I1IIIII i� I ; ; I . -_ . —_ . I �. _M .. III1II1I{,I 1 .-_ .-._-_ 1.-_ lII �II,1(IIIII __ \ Ii(!iII( \- r_ Nam1► I'I('I(, _ - III(IIIII \ `0_% i,III`I A _ .000+ liIIIIliIl II1I(`_N`I I,IIIIIr _ {IIIiII 1I(1 _ iiIII1'iI --o1-- -_1- __- - _ ___ _IIII_1I _._ -_--___j_1IIII - ____r1___--:_. -: -_- �----:._:_ __-________-____Q_--__ _ __ _I -- . .1- 60( Lo coJ ________________ _ ---------OI q�_, C� ----__ T _ / DASHED LINE IN ICATES EXTENT OF NEUTRALIATION DASHED LINE N ICATES EXTENT OF NEUTRALITION o < REF GENERAL N�TES REF GENERAL N�TES ----® .ilII _ I I I - _NO ® 1 I -- --—---------------------< LnEED _- _ 2 --- ---- GA1 A1.10 ---------------- ^/ o0----------------2 0 I T QO) o 1 , CD O L�NONNn A VL A CD a 0 0 A \A - 0 C ___---- r,—- II ABA .4010 10 �1 -00 GO 6it 0 - - - -- - 1-A2 2'-p 8 90,_0 12'-4'-0» , O 1601) 4„ 24„ 4-p13'-4 5' _07,-4» 21 ]r4'» -4, 44-37-4 57'-4' -4MO8 0 12'- 1 FLOOR PLAN MO MO 22-4" 1 -C" 092801 A010-001-33,-441 ( - I 198 0 13 -4» 68,4 1'-2" 36'-2" 21'-6" 19'-8" 34'-0" 33'-0' 27'-7" 20'-532'-8" 15-4" 15'-8" 32'-4" 24'-0" 24'-0" 24'_0" 24'-0" 27'-7" 20'-524'-0" 24'-0" 0'> 27'-813'-4" 13'-8" 34' 34'q SE < AS TT__ r, L L ill O N 77'-r-4" 535'-4" _; U ,,jj f / ���"M �� 15 14.1 13.5 13 12 11 10.4 10 9.3 9 8.8 8 7.5 7 6.5 6 5.4 5 4.7 4 3.8 3.3 3 2.8 2 1 V)�C);� 4-1, 4114m r N (o c 0 d Q w Y O= O �ef Quay o�W 0ck r- z:>W Q�_ cocnm av W a aor (n co� o ¢Z wo WZ< W LL Q¢<Qp w 2Nz o r z �z �E- � '�'E--�Soco��wvi<(�, �4otn7�']wcpom O �ZoW��?Na} Z 2 6,MW�w� QQa�Zoa¢oz� , zcnzpi-°- wcu Q p w�a0�/7U ,w< -% Q¢UWu)Z�W ZN- 7 WIFti =c vlU� _NW��Z1icX~520w i I ISSUE BLOCK Al 04/10/02 'REV # 0 5/20/02 REVISION 06/21 /G2 REVISION } 02 7 08/05/03 CCD # s 08/21 /03 CCD # 9 08/28/03 CCD #10 0 09/17/03 CCD #1 1 CHECKED BY: J W L. jbwt DRAWN BY: LAH FILE NAME: 192-AO1 a PROTO CYCLE: 092801 DOCUMENT DATE: 11/16/0 i a I r 2x4 HARDWOOD TRIM TO MATCH TRIM USED AT WALL OPENINGS. SEE DTL. 7—A5; PAINT P25 1/2" GYPSUM BOARD; PAINT USE 5/8" FIRE RATED GYP. BD. WHEN FIRE RATING IS REQ'D. RATED WALL TO COMPLY W/ UL DESIGN #U465 GYP. BOARD APPLY PLASTIC LAMINATE — DIRECTLY TO GYP. BD. W/ ADHESIVE (AT REVEAL) PL7 1 /2" PLYWOOD (1 LAYER) W/ PLASTIC LAMINATE I I PL6 � PILASTER BEYOND 00 PLASTIC BASE B6 r oc _f cc I B V-10" PLASTIC BASE B6 CERAMIC TILE 1/2" GYPSUM BOARD 1/2" PLYWOOD 3 5/8"x20 GAUGE MET STUD DEMIZING WALL (STUDS AND FINISH NOT SHOWN FOR CLARITY) FACE OF STUDS CERAMIC TILE 1/2" GYPSUM BOARD 1/2" PLYWOOD 3 5/8"x20 GAUGE METAL STUD DEMIZING WALL (STUDS AND FINISH NOT SHOWN FOR CLARITY) FACE OF STUDS CERAMIC TI LE 1/2" GYPSUM BOARD 1/2" PLYWOOD 3 5/8"x20 GAUGE METAL STUD DEMIZING WALL (STUDS AND FINISH NOT SHOWN FOR CLARITY) CERAMIC TILE 1/2" PLYWOOD 1/2" GYPSUM BOARD PLASTIC BASE 3 5/8"x20 GAUGE METAL STUD CERAMIC TILE 1/2" PLYWOOD 1/2" GYPSUM BOARD 3 5/8"x20 GAUGE METAL STUD CERAMIC TILE 1/2" PLYWOOD 1/2" GYPSUM BOARD 3 5/8"x20 GAUGE METAL STUD CERAMIC TILE 1/2" GYPSUM BOARD 1/2" PLYWOOD 1/2" GYPSUM BOARD EACH SIDE 3 5/8"x20 GAUGE —�— METAL STUD PLASTIC BASE B6 ! V-10" CERAMIC TILE 1/2" GYPSUM BOARD 1/2" PLYWOOD--\ 1/2" GYPSUM BOARD EACH SIDE 3 5/8"x20 GAUGE METAL STUD CERAMIC TILE 1/2" GYPSUM BOARD 1/2" PLYWOOD 1/2" GYPSUM BOARD EACH SIDE 3 5/8"x2O GAUGE METAL STUD V 1x TRIM BOAF 00 1 /4" REVEAL -- FACE OF STUDS III II 1'-10" f A A _ e A WALL SECTION COLUMN DTI ON COLUMN SECTION9 1/2"=1'-O" 092801 C\a050-009 1 COLU M N PLAN TRIM SECTIONCOLUMN FINIq �y 5 4 �1 1 0 092801 C\a050-008—f 1"=1'-0" 092801 C\a050-007—f �✓ 1"=1'-0" 092801 C\a050-006 3"=1'-0" 092801 C\a050-005 1/2"=1'-0" 092801 PROVIDE SMOOTH FACE CMU AT JAMBS FOR ENTRY DOORS AND ni I I\11A11 ICI f+Tl\n rl"r'1r1A ir o (E (E Ix TRIM BOARD KITH 1/4" REVEAL CROWN MOLDING REF SPECIFICATION (6 8.02 PAINTED HOLLOW METAL DOOR AND FRAME TYP 9.02 GYPSM BOARD CONTROL JOINT 9.06 1 /2"GYPSUM BOARD 9.30 ADD GREENBOARD AND FRP AT BACK OF ICE MACHINE ALCOVES TO 4' AFF. C3P�L.AJTER 1/2"=1'-0" 022301C\a050-003 An- I I I I 10 VESTIBULE FL 072602 114'-0" IN MOULDING }URSES J DURSES JM BOARD JRSES JRSES I ELEVATION g I(9) OJ8I8 OO O 4I7 O 3.8 3.3 O} (2D.8 OOR PLAN C\a050— 001— f N co c J U) V a N IZ O Y O= F=o <nW< O~Q� U� Il5 W W 2 co,nm QQ n c-0r V) ob-yF_'. Qz Wf] qZa Z> U_Te QQFo�' ZLU N ay- Wtri6Uzo i aQ� \Wooaa�cc� t� a omv�I�,v_,��-�iwoomw i O aEz�o~FXQ�Z(nc acn cv, wwc�-a> Z a0' oz'L 0'6 -'aw w� J�NW8WOOF0 < zcoza¢a=zWa¢oa< J Q Q OU 0W Z W w LL,V) U 0 Z Q< 0- 10 0o c'V)0Qe'cI� 5' a: cn . TW cc Z 4 in F-fj) L QOZWxWWOC. O: 13 .40 G IFN ll� � Lj ' r� o C12 �(f)c, C ISSUE BLOCK 0 05/17/02 FR E V # ,' - 2 08/13/02 REV. #8 s 04/25/03 C C D # 1 4 08/21/03 CCD #9 5 09/17/03 JCCD #11 CHECKED BY: Jk�L 6"t, DRAWN BY: LA- FILE NAME: 192—AO50 PROTO CYCLE: 092801 DOCUMENT DATE: 11/16/0' V-111 PLASTIC LAMINATE AT BEVERAGE ALCOVE 11» 2 '4 ANCHOR WITH COUNTERSUNK SCREWS -AND PLUGS r-1a� BULKHEAD ABOVE SEALED HARDWOOD TRIM WITH 1/2" CHAMFER AT EACH CORNER I. PLASTIC LAMINATE WAINSCOT I GYPSUM BOARD PLASTIC LAMINATE TRANSITION AT BEVERAGE ALCOVE 9 3" = 1'-0" 053102 C\a051-009 u COURTESY DESK BUJ I N EVATION 1/4" = 1'-0" 032902 C\a051-005-f REF 1/4" = 1'-0" 042602 C\o051-004-f LAYER OF 1 /2" PLYWD. / PLASTIC LAM. OVER 1/2" YPSUM BD. ON 6" STUDS _E /2" GYPSUM BOARD \1 6" STUDS L OF SLIDING ECURITY GATE )CKING STRIKE FOR _IDING SECURITY CLOSURE �-ALED RED OAK CAP. ANCHOR WITH COUNTER SUNK SCREWS WITH PLUG HOLES. 6" METAL STUDS REF A-6.1 FOR ATTACHMENT TO DECK CEILING AS SCHEDULED WALL BEYOND 1/2" GYPSUM BOARD- 6" x 20 GAUGE METAL STUD BOX HEADER -- LINTEL SCHEDULE REF A-6.1 HARDWOOD CAP SEALED 1 1 /2%7 13/16" EASE EDGES 2x BLOCKING 1/2" GYPSUM BOARD — 1 /2" PLYWOOD UNFINISHED PLASTIC LAMINATE PL8 6" x 20 GA METAL STUDS AT 16" OC 2x4 WOOD BUMPER UNFINISHED 1/4" = V-0" �t- 2'-6" �r 042602 C\a051-003-f N I ....BUMPER RAIL BY WAL-MART . d 4 r h k - A * 3• - r�7 „ k �Y B4 B6 COURTESY DESK ELEVATION 1/4" = 1'-0" 042602 C\a051-0067 COURTESY DESK ELEVATION 1/4" = 1'-0" 092801 C\o051-0027 I 0 I 4-A7 PROVIDE FULL HEIGHT CERAMIC 30 X48 CLEAR TILE 17'-0" AND LEVEL SPACE , » CT12 1" 33'-0" » -� 18 -8 10 -0' 32 -42 31 - 6 4'-3" " 6 10'-2" 4'-3-10 9'-6" 7'-10" 20'-0" _ 5'-6" 9,- » 2'-O„ 9 0 6-0" 34" HIGH BEVERAGE j ---------------------------------------------- - --------------------------------------------------------------------------------------------- - ---- ,.;:------------------------------------- - OUNT---------------------------------------------------------------------- ------------------------------ N--------------------------------------- -- -- --------------------- :..' ------------------------------------------------------------------- ----------------------------- ----------------------- BEVERAGE N 1T, _ � 0H A5 A9.1 ¢ k A9.1 SIM A5 �\ Q ALCOVE Q I q 5 __________________ _ 133 I N �•, I I I cfl cB . 12 � i I - ------------ - ----------------- {- ---� ------ —1— — _ _ t -� E C - — --- --- --��------------.----- / —� ---------------- ---- ------ --I- ."BY ------_ --� •-• •-�- -. � � � � -•-• I � � I � co CONTRACTOR TO NOTIFY THE ARCHITECT — — — — — — — — — — — RFI IF THIS BULKHEAD HAS ALREADY 8 I----------------------------------------�—------�---�—�—� — ------ .,BEEN CONSTRUCTED A5.1 I WAITING 4'-10" I 4'-3" 4'-9" 4'-10" _ 830 ............. ...... l ALCOVE ALCOVE A6 12 o A6 SB80 8 A5 I OH SIM 6A I I 8 SIM °A q 113 I 114 z 12 I A5 I ( A5.1 A5 6'-0" �- N ELECTRIC 9 > PUBLIC �HONE oI I / I CONTINUE LINTEL ACROSS I HAND DRYER A9.1 7 0 o u NIO , C3 I m { i 20 -0 OPENING REF 1-A6.1 v A9.1 `. 1 -0 ; Q o SB12 SB28 A6 12 I SB13 SB29 ( I z BELOW U ' 4'-0 > 10 Q s / \ \. _ _ .._ Li J u o COUNTER COURTESY i A9.1 J o/ r F_ I- m o DESK I I TENANT I o �R A6 SPACE 12 1n I�Dt�t ND v = 105 I A3 ` PR TURNA / cn 2-A5.1 A6 800 ( N �I� 6i CHILDRENS :.�; - ,�-------.I CK z 20 -10-' , , » , 1 A6 TENANT o :::: �:: :I `n -�0-`' 2 4-10' ,.� I Job �6-2 T CAMERA ROOM / ; : : ; : : : I q J,y, I OMIT GYPSUM BOARD 834 I : : I o ' BEI OW 96" AFF ON I I SPACE ---------------_______1 Q 30" X 48" CLEAR AND I i Lo Q I WALLS WHERE INDICATED ( ( 802 � ( i BY DASHED LINE I SALES 12 LEVEL FLOOR WALL MOUNTED TV MONITOR AT 90" I CONCEALED 2 -0 x2 -0 832 `n SPACE I -------------------- AFF FURNISHED BY WAL -MART AND i I FRAMED BLOCKOUT IN WALL A3 :1 3-A5.1 I WITH BOTTOM OF BLOCKOUT INSTALLED BY GENERAL CONTRACTOR _ q 12 12 REF 4-A9.1 o I I r I LOCATED AT 32" AFF SAFE FURNISHED .:: � ::::: � :: I A6 - - I 12'-8" ; 13'-0'° �6'-22„ L - - BY WAL-MART-\ -- qc�1 I o --------------------- ---- — I N ; 4-A5.1 KNEE WALL 6.11......... 7' 6.10 .................... c I _ _ ro .... ............................. 4 0 4'-1 8 5 o0 N A3 ................. OA COUNTING A _ I i o i 108 L N31, HEADER C�? 84" AFF ILJ_ I `v A3 c8 I 10'-2 5'-0" 8 I 3'-0" 8'-3" _ ................................................... ........ ............................: CORRIDOR C -102" ------------------------------------------------------- •-iN � 3 0 �-IN 5'- 0" - -- '----------------------------- I o _ ' CASH o FAMILY j �N 110 A6 BULKHEAD AT a 0 Q MEN _ 52" AFF I I,'• I I I I 107 4 I ( ,- CAMERA ROOM WOMEN I EQUIPMENT c D N. 831 111 f"� d SIM ¢ 109 5 RETURN = ' L 112 A9.1 T (P 0 �N o HC G3 I G2 i G2 STORAGE ;I C3 I 5 �2] Ln 0 0 SIM .10�6 C I I 12 �2j rr i�121 HC I � I 9'-4 i -0 9,-52„ 8,-8„ 13'-42» MO I 15'-p2>, 8'-112„ 24'-0" 24'-0„ 7.5 7 6.5 ENLARGED PLANS 1 1 /4"=1'-O" 072602 C\a051-001-f 6.10 PL8 , 1 9'-22» 13'-6" 12'-02» 3 -4 1 11'-9" 3,-4„ ,-O" 3'-4„ ' 22„ MO MO MO 27'-7" 20'-5" 20'-7„ 6 0 Q m O Q Q ryO � Q pw O Y <V)Q OWE cn o�'� o t__:3w XS (o (n mi Q O uj o t Qz z wo �Z< w� 0oo<NgWoIo0 a¢wair ow Wmq_+wowo �O agar z a�oo2�oorawW� O 3;?2w�aL'iww1:a=0 z q ZcnZo�ctwUaO< <03 , I 5F-gU UZwa Q JQ �(nZpu-xu) .> �04.�Z�a�SS0 0, , FD tv_>oaoavwiacCE c¢� as ISSUE BLOCK � 06/21 /02 REVISION #6 2 v4 08/13/02 REV. #8 3 04/25/03 CCD # 1 0 8/21 /03 CCD #9 5 09/17/03 CCD #1 1 CHECKED BY: Z W(y DRAWN BY: LAH' FILE NAME: 192-AO51 PROTO CYCLE: 092801 DOCUMENT DATE: 11 /16/01 EINISH KEY C A070-002 REF SPECIFICATIONS FOR EXACT COLORS REQUIRED FINISH COLOR DESCRIPTION 01 CARPET REF SPECIFICATIONS SPECIFICATIONS ENTRANCE MAT SYSTEM REF SPECIFICATIONS __REF SPECIFICATIONS PL1 IPLASTIC LAMINATE LIGHT GRAY _REE PL2 PLASTIC LAMINATEC2 PL3 PLASTIC LAMINATE WHITE PL4 PLAKIC LAMINATE- BLUE IPLASTIC LAMINATE LIGHT TAN 7 PLASTIC LAMINATEMEDIUM PL8 PLASTIC LAMINATE GREEN__ FRP2 FIBERGLASS REINFORCED PLASTIC WHITF DECORATIVE WALL PANEL W1 4"x4" SCORE PATTERN FRP3 FIBERGLASS REINFORCED PLASTIC DECORATIVE WALL PANEL W 4"x4" SCORE PATTERN ERPNOT - CTI MOSAIC FLOOR TILE _ Y 2%2"X1 4" MATCHING COVE BASE CT2 IGLAZED W-ALI TILE y 4 1 4%4 1 /4"x5 16" 2%2"x5 16" T 6"x6"x5 16" GROUT DARK.QEAY GROUTGI IV GROUT WHIT 4 IGROUT GRAY QT1 QUARRY TILE GRAY 6%6%1 2" UNGLAZED WITH RAISED PATTERN QT3 QUARRY TILE GRAY 6"x6%1 2" UNGLAZED WITH ABRASIVE SURFACE ACE ACOUSTICAL CEILINGSYSTEM WHITE 24"x48"x5/8" IACOUSTICAL CEILINGY W ! 24"x48"x5/8" VINYL FACED ALUMINUM UNPERFORATED ACOUSTICAL WH " 4 " VCTI VINYL COMPOSITION T /8" VINYL P -WHITE12"x12"x1 FEATURE STRIP, 6"x24"x1 8" VINYLP TILE WHITESLIP RESISTANT TILE, 12"x12"x1 8" VCT4 VINYL COMPOSITION TILE BLACK SLIP RESISTANT TILE, 12"x12"x1 8" p 12"x12"x1 8" VCT6 ANY COMPOSITIONp 12"xl 2"x1 8" VQT7 VINYL COMPOSITIONTILE GRAY 12"x12%1 8" VCT8 VINYL COMPOSITION N 12"x12"x1 8" 131 T BASE BLUE GRAY " COVED _ RESILIENT,_-- _ _._ .. ._ ....4" 4" COVED B3 RESILIENT BASE' ROWN " COVED 4" COVED CONTRACTOR FURNISHED AND ES INSTALLED PLASTIC Y 6"x 5 8" PLASTICK 6"x 5 8" 1 NOT USED -^_ =-- W Y - ART FURNISHED AND CONTRACTOR IN ALI-ED 1 ELASTOMERIC COATING L[GHT BEIGE ELASTOMERIC COATINGK BEIGE FLASTOMERIC COATING OR PAINT F _ 4 NOT USED NO T F PAINT P" PAINT OR 7 PAINT WHITE PAINT WHITE PAINT. W P1 . WHITE PAINT B LACK PAINT II HT rPP40 PAIN MEDIUM PAINT BROWN PVC1 PLASTIC LAMINATE FLOORING WOODGRAIN TC T XT R N T EXPOSED CONCRETE ICLFSEALER 2x8 WOOD BASE C TF f SCHEDULE NOTES: C\A070-003 1 INSTALL 1/2" PLYWOOD WAINSCOT WITH TOP EDGE EASED 4' - 0" ABOVE 2X8 WOOD BASE AT GYPSUM WALLS ONLY WHERE INDICATED ON PLANS. LOCATE ALL ELECTRICAL BOXES TOTALLY IN PLYWOOD WAINSCOT. REFER TO PLANS FOR LOCATIONS. - PAINTP F ,H WORK P7 INSTALL 1 /2" PLYWOOD WAINSCOT 2' - 0" ABOVE 2X8 WOOD BASE AT GYPSUM WALLS ONLY. REFER TO PLANS FOR LOCATIONS DO NOT PAINT REFER TO SPECIFICATIONS FOR FINISHING. REFER TO ^1.1 FOR FINISHES AT EXPOSED COLUMNS. P6 AT CMU WALLS, P7 AT GYPSUM BOARD WALLS. INSTALL PLYWOOD IN PLACE OF GYPSUM BOARD 2' - 0" AFF. WALLCOVERING SUPPLIED BY WAL-MART INSTALLED BY GENERAL CONTRACTOR. REFER TO SPECIFICATIONS FOR ORDERING INFORMATION. 10 PAINT ALL STEEL COLUMNS AND STEELY STRUCTURE REFER11 -EXTERIOR ELEVATIONS FOR PAINT COLOR LOCATIONS. WALL MATERIALS BELOW 8' -0" AFF CEILING MATERIALS, AND ALL FINISHES BY OTHERS. 13 NOT USED 14 IA DICAIESL! VE MANUFACTURED EDC UNT REFER TO INTERIOR VAT N AND FLOOR FINISHPAN FOR AREAS I H DECORATIVE FINISHES. -15 16 PROVIDE 4'- H FIRE PANEL ON GYPSUM WALL BEHINDMOPSINK. 17 PA14T..DOOR FRAMES,P7 18 NOT US D 191CARPET AND TRANSITION TRI FURNISHED . AND INSTAL -LED -MART 20 WALL COVERINGFURNISHED Y TENANT INSTALLED BY CONTRACTOR 1 NOT USED 22 _PAIWL..GYPSUM BOARDA TO 6" BEHIND TOP AND SIDESFIXTURE CASES 23 EXPOSED COOLER FREEZER PANELS TO HAVE FACTORY WHITE ENAMEL FINISH BY OWNER 24 REFER TO QUARRY TILE DETAIL 5-GA5.1 FOR PLYWOOD BACKUP 25 STAINLESS STEEL FLOOR AND BASE BY EQUIPMENT MANUFACTURER 26 CONCRETE CURB AT COOLER FREEZER WALLS. REFER TO 1-GA1/1-GA1.1 FOR LOCATIONS. 27 PROVIDE CONTINUOUS SILICONE CAULK BEAD WITH FINGER COVE AT FLOOR/WALL JUNCTURE. 28 PAINT WAINSCOT AND GYPSUM WALLS TO 14'-0" AFF 29 LUBE PIT:1. CONCRETE WALLS (WHITE): P8 GLOSS. 2. EXPOSED METAL INCLUDING STAIR STAIR HANDRAILS PIT LADDER SERVICE PLATFORM AND METAL SUPPORT, STRUCTURE MEMBER (YELLOW) P5, GLOSS. SCHEDULE GENERAL NOTES c A070-004 A PIPE BOLLARDS P5 B ROOF HATCH P1 C PAINT METAL DOORS AND FRAMES TO MATCH ADJACENT WALLS, WHERE ADJACENT WALLS ARE UNFINISHED PAINT DOORS AND FRAMES P6. D IREFER TO SPECIFICATIONS FOR ALTERNATE PRODUCTS. C\A070-005 MARE DESCRIE!TIQN -CONCRElE B GLASS AND ALUMINUM FRAME C SMOOTH FACE CMU P IT HAIN INK F TRU T R -EXPOSED IGYPSUM E30ARD H TA SOFFIT T K POLYCARBONATE PANELS PLYWOOD M-ORNAMENTALFENCE COOLER FREEZER PANEL P ITRANSLUCENT WALL PANEL ROOM FINISH SCHEDULE M # ROOM NAME B PLAN REFERENCE ORIENTATION A FLOOR CEILINGS NOTES FINISH 7 BASE MAT FINISH BASE MAT FINISH BASE MAT FINISH BASE MAT FINISH MAT FINISH HEIGHT 100 SALES PVC1 Cl,C2,VCT1,VCT2,VC 81 B6 D, G P3, P7, P24 81, B5 G P7 - - - - C, G P7 F P7 - 3, 6, 15, 19 101 GM VESTIBULE TO - C,D,G,P P6, P7 CC D, G P6, P7 - C, D P6, P7 - - - F P7 - - 7 102 MECHANICAL (GM) ROOM EC - D - - G - - G - - D - F - - - 103 OTHER INCOME (GM) TO - B, D, G P6, P7 - C P6 - G P7 _ B, C, G P6, P7 H - 12'-6" 7 104 CART STORAGE (GM) EC CC C, D P6 CC G P7 - - - - D P6 F - - - 105 COURTESY DESK VCT6, VCT7, VCT8 B4, B6 G P24, PL8 B6 G P24, PL8 86 G P24, PL8 B6 G P24, PL8 ACT1 - 10'-0" - 106 RETURN STORAGE VCT1 B6 G, L P24, PL8 - L P24 B6 G, L P24, PL8 B6 G, L P24, PL8 ACT1 - 10'-0" - 107 CASH ROOM VCT1 B1 G P6 B1 G P6 B1 G P6 B1 G P6 G P6 9'-0" - 108 COUNTING ROOM VCT1 B1 G P6 131 G P6 B1 G P6 B1 G P6 G P6 9'-0" - 109 EQUIPMENT EC - G - - G - - G - - G - ACT1 - 10'-0" - 110 CORRIDOR EC - G - - G - - G - - G - F - - 5 111 MEN CT1 CT1 G, L CT1, CT2, FRP2 CT1 G, L CT1, CT2, FRP2 CT G, L CT1, CT2, FRP2 - G, L CT1, CT2, FRP2 G P7 9'-0" 8 112 WOMEN CT1 CT1 G, L CT1, CT2, FRP2 CT1 G, L CT1, CT2, FRP2 CT G, L CT1, CT2, FRP2 - G, L CT1, CT2, FRP2 G P7 9'-0" 8 113 ALCOVE VCT8 B6 G WC2 B6 G WC2 B6 G WC2 86 G WC2 G P7 9'-0" - 114 ALCOVE VCT8 B6 G WC2 B6 G WC2 B6 G WC2 B6 G WC2 G P7 9'-0" - 115 OR VESTIBULE TO - C,D,G,P P6, P7 CC D, G P6, P7 - - - - D, G P6, P7 F P7 - 7 116 MECHANICAL RM (GR) EC - G - - G - - D, G - - G - F - - 16 117 OTHER INCOME (GR) TO - B,C,D,G P6, P7 - C P6 - B, C, G P6, P7 - G P7 H - 12'-6" 7 118 CART STORAGE (GR) EC CC C P6 CC G P7 - C P6 - G P7 F - --- - 119 LP OFFICE EC - C P6 B1 G P6 B1 G P6 - C P6 ACT1 - 9'-O" - 120 NOT USED - - - - - - - - - - - - - - - - - 122 EDC-2 EC - G - - G - - G - - C - F - - 14 123 CORRIDOR EC - G - - G - - G - - C - F - - - 124 CLOSET EC - G - - G - G - - C - F - - - 126 SEASONAL SHOP EC - C P7 - C P7 - - - - C P7 F P7 - 3 127 CLOSET EC - C - - G - - G - - C - F P7 - - 128 ALCOVE VCT1 B6 G P7 B6 G - B6 G - B6 G - ACT1 - 10'-0" - 129 ALCOVE EC - G, L - WB G, L - WB G, L - WB GL - F - - - 131 ICE MACHINE ALCOVE (GM) C2 B6 G FRP1, P24 - - - B6 G P24 B6 C, G P24 G P24 14'-0" - :` 132 ICE MACHINE ALCOVE (GR) C2 B6 G FRP1, P24 - - - B6 C, G P24 B6 G P24 G -- P24 14'-0» - 133., BEVERAGE ALCOVE.. VCT8 B6 G PL8, P24 -- -- -- B6 G PL8, P24 B6 G PL8, P24<" ` VCT1 P24 9'-O" -- 150 CORRIDOR EC - G - - G - WB G, L - WB G, L 151 BREAKROOM VCT1 B1 G P6 131 G P6 B1 G P6 B1 G P6 ACT1 - 9'-0" - 152 ISMOKING BREAKROOM VCT1 B1 G P6 B1 G P6 B1 G P6 B1 G P6 ACT1 - 9'-0" - 153 UPS ROOM EC - G - - G - - G - - - - ACT1 - 9'-0" - 154 155 EDC-1 NOT USED EC - - - - - - - - - C - - - - - - - - - - - G - - - F - - - - - 14 - 157 CORRIDOR EC WB G, L - WB G, L - WB G, L - WB G, L - F - - 1, 4 158 JANITOR EC WB G, L - WB G, L FRP1 WB G, L FRP1 WB G, L - F - - 1, 16 ., 159 SPRINKLER. _ _ _. .. _..._ _.. _ EC .... .-.. - .E - - � - .__ __.._ _.. - F - - E _ - F..._. - - - 6 CLAIMS. EC C -. G - - I= - - 161 CORRIDOR EC G L _. - C - WB G, L WB' G L -.._. F 162 CORRIDOR EC G, L - - C - WB G, L - WB G, L - F 163 CUSTOMER SERVICE VCT1 B5 G P7, PL1 85 G P7, PL1 B5 G P7, PL1 B5 G P7, PL1 ACT1 - 10'-0" 2 164 ALCOVE VCT1 B5 G P7, PL1 B5 G P7, PL1 B5 G FRP2 B5 G P7, PL1 ACT1 - 10'-0" 2 165 MEN CT1 CT1 G, L CT1, CT2, FRP2 - G, L CT1, CT2, FRP2 - G, L CT1, CT2, FRP2 - G, L CT1, CT2, FRP2 G P7 9'-Q" 8 166 WOMEN CT1 CT1 G, L CT1, CT2, FRP2 - G, L CT1, CT2, FRP2 - G, L CT1, CT2, FRP2 - G, L CT1, CT2, FRP2 G P7 9'-0" 8 167 . FAMILY TOILET CT1 CT1 G, L CT1, CT2, FRP2 - G, L CT1, CT2, FRP2 - G, L CT1, CT2, FRP2 - G, L CT1, CT2, FRP2 G P7 9'-0" 8 168 LAYAWAY VCT1 B1 G P7 B1 G P7 - - - B1 G P7 ACT1 - 10'-0" - 169 LAYAWAY STORAGE EC WB G, L - - - - WB G, L - WB G, L - F - - 4 171 UPC INVOICING ROOM VCT1 B1 G P6 131 G P6 131 G P6 131 G P6 ACT1 - 9'-O" - 172 TRAINING ROOM VCT1 B1 G P6 B1 G P6 B1 G P6 B1 G P6 ACT1 - 9'-0" - 175 MANAGEMENT OFFICE VCT1 B1 G P6 B1 G P6 B1 G P6 B1 G P6 ACT1 - 9'-0" - 176 CORRIDOR EC G, L - - C - WB G, L - WB G, L - F - - 1 178 RECEIVING EC WB G, L - - C - - - - - C - F - - 4 179 STOCKROOM EC WB G, L - - C - WB G, L - - - - F - - 4 181 ALCOVE EC WB G, L - WB G, L - WB G, L - WB G, L - F - - 1 182 NOT USED - - - - - - - - - - - - - - - - - 183 NOT USED - - - - - - - - - - - - - - - - - PHARMACY ... C\A070-RFS-P 300 HARMACY C1 B1 G P6 B1 G P6 B1 G P6 B1 G P6 ACT1 --- 9'-0" --- 301 PHARMACY TOILET VCT1 B1 G FRP1 B1 G FRP1 B1 G FRP1 B1 G FRP1 G P6 9'-0" --- cDONALDS C\A070-RFS-S GARDEN CENTER C\A070-RFS-7 500 CANOPY EC --- E --- --- C --- --- C --- --- E --- K --- --- 10,11 501 GARDEN CENTER EC --- E --- --- E --- --- E --- --- -- --- J --- --- 10,11 AUTO CENTER C\A070-RFS-A 600 SERVICE AREA EC --- C P8 --- C P8 - -- G P8 --- C P8 F P8 --- --- 601 TOILET EC B2 C FRP1 --- G FRP1 -- - G FRP1 --- G FRP1 G P8 9'-0" --- 602 MECHANICAL EC --- G - - - --- C --- --- G,L --- --- C --- F --- - - - 1, 5 603 SECURITY EC --- C P8 --- L P8 -- L P8 --- L P8 L P8 9'-0" --- 604 CUSTOMER SERVICE _ VCT1 B2 G P8 B2 G P8 B2 G P8 B2 G P8 ACT1 --- 10'-0" -- 605 STORAGE EC 82 G P8 B2 C P8 B2 G P8 B2 G P8 F --- --- 1 606 WAITING AREA VCT1 B2 G P8 B2 G P8 B2 G P8 B2 C P8 ACT1 --- 10'-0" --- 607 OFFICE VCT1 B2 C P8 B2 G P8 B2 G P8 B2 G P8 G P8 9'-0" --- 608 SUPPLY EC B2 C P8 B2 G P-8 B2 G : ' , P8 _ B2 C f' `', P8 ., G ,� " ,, P8 9'-0" --- 609 SERVICE PIT EC --- A P8 `' ,:- --- A . P8 i --- A P8 :, --- A P8' F L P8 7'-6 29 `" VISION CENTER '' ; ' , f - FS-VC1 _ _ _ - ,�� C\A070 R 700 OPTICAL SALES PVC1 B3 G P10' B3 `' G P10 ' 83 G P10 `'• B3 -_..._ G P10 '`, ACT3 --- 10'-0" - 701 ADJUSTMENT VCT1 B1 G P10" B1 G P10 B1 G P10 B1 G P10 ACT3 --- 8'-01, 17 702 CONTACT SALES PVC1 B3 G Pi B3 G P10 B3 G Pi B3 G P10 ACT3 --- 8'-0" - 7.03 PRETEST PVC1 B3 G P10 B3 G P10. B3 G P10. B3 G P10. ACT3 --- 8'-O" - -- . 704 NOT USED - - - - - - - - - - - - - - - - - 705 EXAM #1 PVC1 B3 G P10 B3 G PI B3 G P10 B3 G P10 ACT3 - - - 8'-0" 17 706 EXAM #2 PVC1 B3 G P10 B3 G P10 B3 G P10 B3 G P10 ACT3 - - - 8'-0" 17 707 WAITING AREA PVC1 B3 G P10 B3 G P10 B3 G P10 B3 G P10 `. ACT3 --- 10'-0" - 708 NOT USED- 709 NOT USED - - - - - - - - - - - - - - - - - 7.1.0 NOT USED - - - - - - - - - - - - - - - - - 712 . NOT USED - - - - - - - - - - - - - - - - - HAIR CARE C\A070-RFS-H 810 SALON VCT1 B1 G P7 B1 G P7 B1 G P7 81 G P7 ACT1 --- 10 0" --- 811 UTILITY VCT1 B1 G P7 B1 G P7 B1 G P7 B1 G P7 ACT1 --- 1- 9'-0" --- 9 TENANTS C\A070-RFS-T --- --- G --- --- G --- F --- --- 1 801 NOT USE - - - - - - - - - - - - - - - - - 802 TENANT SPACE VCT1 B1 G P7 B1 G P7 B1 G P7 B1 G P7 ACT1 --- 10'-0" 9 g B03 NOT USED - - - - - - - - - - - - - - - - - 80 N T U ED - - - - - - - - -41 PORTRAIT STUDIO C 07 -R -T 830 WAITING ROOM C1 B1 G WC3 --- --- --- B1 G WC3 B1 G WC3 ACT1 --- 10'-0" 9 831 FAMILY CAMERA ROOM C1 B1 G WC3 B1 G WC3 B1 G WC3 B1 G WC3 ACT1 --- 10'-0" 9 ` 832 SALES C1 B1 G WC3 B1 G WC3 B1 G WC3 B1 G WC3 ACT1 --- 10'-0" 9 834 CHILDRENS CAMERA ROOM C1 B1 G WC3 B1 G WC3 B1 G WC3 81 G WC3 ACT1 --- 10'-0" 9 GROCERY C\A070-RFS-GF 900 GROCERY SALES VCT1 B1 G P7 B1 G P7 B1 G FRP2 B1 G P7 F P7 - - - 3, 6, 15, 22 901 DELI SERVICE QT3 QT3 G FRP1,FRP2 FRP3 --- --- --- --- --- --- --- . --- --- ACT2 --- 10'-0" 15, 24 902 DELI PREP QT3 QT3 G FRP1 QT3 G FRP1 QT3 G FRP1 QT3 N --- ACT2 --- 10'-0" 23, 24 903 DELI COOLER QT3 QT3 N --- QT3 N --- QT3 N - - - ; QT3: N --- N --- 10'-0" --- 904 DELI FREEZER QT3 QT3 N ---- QT3 "' N - - - QT3 "` N - - - ;` QT3 N --- N - - - 10'-O" --- 905 BAKERY QT3 QT3 GIN FRP1 QT3 G FRP1 QT3 GIN FRP1 QT3 G FRP1 ACT2 --- 10'-0" 23, 24 906 CAKE DECORATING QT3 -QT3. G FRP1,FRP2 - - FRP3 ---. --- - - - QT3 G FRP1,FRP2 . _ FRP3, „ --- --- --- ACT2 - - - 1Q'-0" 15, 24 907 BAKERY COOLER QT3 QT3. N - - - Q T 3 �, N --- QT3 N - - - QT3 ' N --- N --- 10'-0" --- 908 BAKERY FREEZER QT3 QT3 N - - - QT3 N - - - QT3 N - - - QT3 N - - - N --- 10'-0" --- 909 PRODUCE PREP EC B1 GIN FRP1 B1 G FRP1 B" G FRP1 B1 G FRP1 ACT2 --- 10'-O" 23 910 PRODUCE COOLER EC CC N - - - --- N - - - Cc, N - - - CC N --- N --- 12'-0" 26, 27 911 MEAT PREP QT1 QT1 N - - - QT1 N - - - QT1 N --- QT1 N --- N --- 10'-O" 23 912 MEAT HOLDING QT1 QT1 N --- QT1 N --- QT1 N - - - QT1 N --- N --- 10'-0" 23 913 MEAT & DELI COOLER EC --- N --- --- N - - - cc N --- CC N --- N --- 12'-0" 26, 27 914 f�f2OCERy FREEZER •..---�� EC Cc NI --- -__ N1 1. _-- rr vv [ �i iv _-- rr v� ri V --- [ "� IV --- '`''-�» IL V 26, 27 915 ICE CREAM FREEZER EC GG N --- CC' N - - - ---- N --- --- N --- N --- 12'-0" 26, 27 916 STOCKROOM EC WB G - - - WB G --- --- C - - - WB,CC G --- F - - - --- 4, 5, 26, 27 917 PLUMBING MECHANICAL ROOM EC --- E - - - --- E --- --- C - - - --- E --- F --- - - - --- 918 CORRIDOR EC WB G - - - WB G - - - --- C --- - - - WB G F --- - - - 1, 5 919 ALCOVE VCT1 WB G P7 WB G P7 WB G P7 16B G P7 ACT2 --- 10'-O" 1, 28 920 OR RECEIVING EC WB G - - - - - - C - - - - - - C - - - WB,CC GIN --- F --- - - - 41 5, 26, 27 921 DAIRY COOLER EC --- G --- CC N - - - CC N --- CC N --- N --- 11'-0" 26, 27 922 EDC-3 --- - - - G --- --- --- --- --- N - - - - - - G --- F --- --- 14 923 STOCK RM EC WB,CC GIN --- --- C --- --- --- --- WB G - - - F --- --- 1,5,16 924 LOCK -UP ROOM EC B1 G FRP1 B1 G FRP1 B1 G FRP1 131 G FRP1 ACT2 --- 10'-0" --- 925 SEAFOOD PREP QT3 BE j G FRP1,FRP2 QT3 N FRP1,FRP2 QT3 G FRP1,FRP2 QT3 G FRPI.FRP2 ACT2 --- 10'-O" 15,24 926 SEAFOOD COOLER QT3 QT3 N --- QT3 N --- QT3 N - - - QT3 N --- N --- 10'-O" --- 927 SEAFOOD FREEZER - - - --- N --- --- N -- --- N --- --- N --- N --- 10'-0" 25 o O < � z z U. w o � <n< owe zN r-�w rYS co(j)ME QO a: ISSUE BLOCK 1 03/19/02 R E V, 5 2 05/17/02 REV # i s 06/21 /02 REVISION ##5 4 08/13/02 REV. #8 09/09/02 REV. #9- 6 04/25/03 CCD #-) 7 07/10/03 CCD #4 8 08/21/03 CCD #9 9 09/17/03 CCD #11 LL I CHECKED BY: `j�L ,h. r DRAWN BY: LAIC FILE NAME: 192-AO70 PROTO CYCLE: 092801 DOCUMENT DATE: 11 /16/0' r ROOM FINISH SCWE SHEET: ' A7 , 2" 2" 2" 2» N � 1 2 C\A080-01 C\A080-02 FRAM E TYPES 3 3/ 16" = 1'-0" 0 I 0 V 12'-0" ALUMINUM NM,93,134,137,145, 150,173,192,208,SAMS C\A080-DRA H NOT USED 137,145,173,192,208 C\A080-DRH 3 C\A080-03 2„ 4 C\A080-04 12'- 0" 900A GROCERY SALES 901 A DELI SERVICE 902A DELI. PREP 905A BAKERY - 906A CAKE DECORATING 2" HEAD 909A' ROD10E-PREP' '-- 11 OG ONLY 909B 916A STOCKROOM 917B PLUMBING MECHANICAL ROOM 918A CORRIDOR 918B 918C 918E 919 B 920A GROCERY RECEIVING 920B 920C 920D 920E ac.-rrwur�-ter nvvroi 925K SEAFOOD PREP - 930C COMPRESSOR HOUSE 930D COMPRESSOR HOUSE 9.31 A EQUIPMENT MOTION DETECTOR TYP 1 /4" TEMPERED GLASS TYP G-MD PLASTIC PR 3'-0" 7'-0" --- ACRYLIC --- J METAL 12 11 --- --- --- 11 900A E-MD PLASTIC 1 3'-0" 7'-0" --- ACRYLIC - - - METAL 25 24 --- --- --- - - - 901A MARK ROOM NAME NOTES MARK G-MD PLASTIC PR 3'-O" 7'-0" --- ACRYLIC --- METAL 25 24 ---- --- --- --- 902A TYPE MATERIAL QTY LIOMINAL S17F GLASS TYPE MATERIAL 12EIAIL MINIMUM CLASS G-MD PLASTIC PR 3'-0" 7'-0" --- ACRYLIC --- METAL 25 24 5-GA4.1 --- --- --- 905A E-MD PLASTIC 1 3'-0" 7'-0" --- ACRYLIC --- METAL 25 24 --- --- --- --- 906A 100M SALES J HM 2 4'-0" 7'-0" 1 3 4" --- 4 HM 3 2 1 --- --- 6 100M J HM 1 3'-0" 7'-0" 1 3 4" --- 2 HM 3 2 1 _ --- --- 6 909A 10ON - J HM 2 4'-0" 7'-0" 1 3 4" --- 4 HM 3 2 1 --- --- 6 110ON G-HD J PLASTIC HM PR 1 3'-0" 3'-0" 9'-0" 7'-O" --- 1 3/4" ACRYLIC --- --- 2 METAL HM 10 3 9 2 --- 30 --- - - - --- --- 11 r` '., - - - 909B 916A 100S 1000 SALES J J HM HM 1 1 3'-O" 3'-0" 7'-0" 7'-0" 1 3 4" 1 3 4" - - - - - - 2 2 HM HM 3 3 2 2 1 1 --- - - - --- --- 6 6 100S 1000 W CL PR 3'-0" 7'-6" --- - - - - - - PIPE - - - - - - --- --- --- ''~ ---% 917B 100W J HM 1 4'-0" 7'-0" 1 3/4" - - - 2 HM 3 2 1 -- --_ 6 100W J HM 2 3'-0" 7'-0" 1 3/4" / --- 4 HM 3 2 1 --- - -- - 6 --__r- •' 918A 101 A GM VESTIBULE A ALUM 1 ' » 12 -0 ' " 10 -0 1 1 /2 " TEMP --- ALUM 21 20 13 - - - --- 1, 2, 3, 9 101 A R R G-HD STEEL STEEL PLASTIC 1 1 PR 8'-0" 8'-0') 4) 0" 9'-0" 9'-0" 9'-0" - - - --- --- --- --- ACRYLIC --- --- 3 --- --- METAL 29 29 12 28 28 11 - - - -- - --- 3/4 HR 3/4 HR --- C C --- 1, 8 1, 8 11 918B 918C 918E 101B 102A 103A MECHANICAL ROOM OTHER INCOME A J D ALUM HM ALUM 1 1 1 12'-0" 3'-0" 3'-6" 10'-0" 7'-0" 7'-2" 1 1/2" 1 3/4" 1 1/2 TEMP --- TEMP --- 1 --- ALUM HM ALUM 21 10 7 8. 20 9 17 18 13 - - - 16 --- - - - - - - --- --- --- 1, 2, 3, 9 --- 1, 3 101A 102A 103A P T HM METAL PR 1 4'-0" 6'-0" 9'-0" 8'-8" 1 3/4" - - - -- - - - - 3 --- HM --- 10 7 9 6 - - - 3/4 HR - - - C --- 8 1, 4, 5, 13 919B 920A 104A 107A CART STORAGE CASH ROOM T J METAL HM 1 1 18'-0" 3'-0" 4'-8" 7'-O" --- 1 3 4" - - - --- - - - 1 --- HM 7 10 6 9 - - - - - - - - - - - - --- --- 1, 4, 5 - - - 104A 107A T METAL 1 8'-0" 8'-8" - - - --- --- -- - 5 4 --- --- --- 1, 4, 5 920B 108A COUNTING ROOM J HM 1 3'-0" 7'-0" 1 3/4" - - - 1 HM 10 9 - - - --- --- --- 108A T T AL METAL* 1 1 8--0 8'-"0" 8 -8 g'-g» _ --- ___ --- - _ �_ -- �__ --- -_- 5 5 4 4 --_ --- --- --- --- 1, 4, 5 _ 1 4 920C 920D`, 1 1 10C CORRIDOR J HM 2 3, 0„ - - 7 0„ 7,-0» 1 3 4" 1 3 4„ --_ - - 1 4 HM HM 10 3 9 2 1 -__ - ----_ - 6 109A 110C T E=MD METAL HM PLASTIC 1 1 1 8'-0" _ 3 Q 4 -0 8'-8" _ 7 0 - 7 Q -- , ; 1 3/4 -__ - - - _. .-�_,�.. , ._ ACRYLIC --- .., , fi -=-= --- _ - - - HM ..__... _, METAL 5 10 12 4 ;-_ .� ._ 9 w, __-... 11 - - - _��- . ,. �._�_ ..: --- --- -_ -,. . --- ::_ --= r _, ... _ . --- 1, 4, 5 `-' ' --- , v __.: ._._:.. __.., 11 920E' -100A 925A 1 15A 115B GR VESTIBULE A A ALUM ALUM 1 1 4,-0„ 0 , 12 -0' 12'-0" 7 , 0- 10 -0" 10$-0" 1 1 2" 1 1/2" TEMP TEMP 4-SIM --- --- HM ALUM ALUM 10 21 21 20 20 13 13 3 4 HR --- --- C --- --- 2 HEAD 1, 2, 3, 9 1, 2, 3, 9 110G 115A 1158 V) w rr 6EFo <2 oz< �� Q ���OR 2Dr oN } <� W Z .;E o W J o -W < \ a �� W a or°� vr15—P3W --- OF PR 4'-0" 7'-10" - - - --- --- OF --- --- --- --- --- --- 930C 116A MECHANICAL ROOM J HM 1 3 -0 , >, 7 -0 ,> 1 3 4 --- 2 HM 10 9 --- --- --- --- 116A Q L- z O �= �hWO��X�J2G')a} ���ro� ��W,F�< 3`-I�uLo.w0ozoWo ��W a zuaiZ<¢� z�c�0 --- P OF HM PR P�? 4'-0" 3'-tl" 7'-10" 7 -0„ --- 1 /d» .� --- --- --- 3 OF HAA --- 11 --- 1n --- --- --- --- --- --- _-- --- 930D pz� n ���� 117A 1i8A OTHER INCOME CART STORAGE D i ALUM IVIE'IAL 1 I 3 -6 12'-0" 7 -2 4>-8" 1 1 2 --- TEMP --- --- --- ALUM --- 7 8. 15 17 18 6 16 --- --- --- --- --= 1, 3 1, 4, 5 117A 118A 119A LP OFFICE J HM 1 3'-0" 7'- 0 „ 1 3/4 --- 2 HM 10 9 --- --- -- --- 119A Q Q oo��wwo-orp 0B` < DZ 0°It 1N0wfhRF=7W V) 0wo_ �W Z�Q:O�Ua��'- �� Arno<—<0zWiaLjuj¢c' % ' 122A EDC-2 J HM 1 3'-0" 7'-0" 1 3/4" - - - 2 HM 3 2 1 - - - - - - - - - - 122A 123A CORRIDOR J HM 1 3'-0" 7'-0" 1 3/4" - - - 2 HM 3 2 1 - - - - - - --- 123A 124A CLOSET J HM 1 3'-0" 7'-0" 1 3/4" --- 1 HM 10 9 --- --- --- - - - 124A 126A SEASONAL SHOP B ALUM 1 12'-1" 8'-0" 1 1/2" TEMP - - - ALUM 19 20 13 --- --- 1, 2, 3, 9 126A 126B J HM 1 3'-0" 7'-O" 1 3/4" --- 2 HM 3 2 1 - - - - - - 1, 2, 3, 9 126B 127A MECHANICAL J HM 1 3'-0" 7'-0" 1 3/4" - - - 1 HM 10 9 - - - - - - --- - - - 127A 128E ALCOVE - ....... P _:.. _ , .-HM _ _. PR { .. 3,_0, -_ - ; 7-0" 3 HM -23 _._ _,._22 _- - ., 3/4" HR - : -C ,,- ,_ -. g _ , ,=- 128B. 129A-ALCOVE- G-HD PLASTIC' PR 3' 0".�_.. .g...0„ .- .I _ - ----- -A RYL C METAL - 12 11 _.. _.__ =__ 11 129A 3)-9ill SLIDE SLIDE 2 IMPACT TRAFFIC 150A CORRIDOR J HM 2 3'-0" 7'-0" 1 3/4" - - - 4 HM 3 2 1 - - - --- 6 150A - DOOR FLEXIBLE PLASTIC DOOR 150B P HM PR 3' -0" 7'-0" 1 3/4" --- 3 HM 10 9 - - - 3/4 HR C 8 150B CLEAR VIEW I 150C R STEEL 1 8'-0" 9'-0" - - - - - - - - - --- 29 28 --- 3/4 HR C 1, 8 150C Q MUNTIN BAR AT 24" o 1 2" CRASH BARS AT VISION PANELDCLEAR VIEW 150E G-MD PLASTIC PR 3'-O" 7'-0" - - - ACRYLIC --- METAL 12 11 - - - - - - - - - 11 150E I » » VISION PANEL AND 42" AFF 6 AND 24 TYP 151 C BREAKROOM K HM 1 3'-0" 7'-0" 1 3/4" TEMP 1 HM 10 9 --- --- --- 7 151 C � o z N cj 151D K HM 1 3'-0" 7'-0" 1 3/4" WIRE 1 HM 10 9 - - - 3/4 HR C - - - 151D ov B 10" BOTTOM STILES 152A SMOKING BREAKROOM L HM 1 3'-0" 7'-0" 1 3/4" TEMP 1 HM 10 9 - - - - - - - - - - - - 152A �ly1PERED GLASS TYP — —-2'-0 HIGH 153A UPS ROOM J HM 1 3'-0 7 -0" 1 3 4 --- 1 HM 10 9 ALUMINUM — — 2'-0" HIGH IMPACT TRAFFIC " _ / _� _ --- --- --- --- 153A NM,93,134,137,145, IMPACT TRAFFIC 150,173,192,208 = _ = C BUMPER ON - 159A SPRINKLER, _.. r W CL 1 3'-0" 7'=6" - - -- -- - - _ --- CQ E _ -. _. _ _ --- _ PIPE - - - -- G _ r _ , - __ 159A C\A080-DRB BUMPER ON EACH SIDE OF 160A NOT USED ., FLEXIBLE NOT USED FLEXIBLE r - - , - _ _ - - - 160A r" EACH SIDE OF 173,192,208,SAMS DOOR - „ _.. _. PLASTIC __ _ _. _ _. _ _.. _ _ PLASTIC 162A CORRIDOR J HM 2 3 -0 7 -0 1 3 4 --- 4" HM 3 2 1 ---- - - 6 162A DOOR C\A080-DRF / . 6" 6" N` NM,93,134,137,145,173,192,208 NM,93,134,137,145,173,192,208 ALUMINUM ___ ___ __- ___ 29 28 --- 3 4 HR C 1, 8 162B C\A080-DRE 6 5 6 B R STEEL 1 6 -0 9 -0 ` �D � 93,134,137,145,150,173, I C\A080-DRG Q z 6" Q 6» 192,208,SAMS 162C R STEEL 1 7'-6" 9'-0" --- --- --- - - - 29 28 --- 3 4 HR C 1, 8, 12 162C co W C\A080-DRD , „ „ „ J HOLLOW METAL NM,93,134,137,145, 150,173,192, 208, SAM S C\AO80-DRJ POCKET REF DOOR SCHEDULE FOR OPENING WIDTH R ACCORDIAN METAL 134,137,145,150,17 3,19 2, 208 C\A080-DRR 13, 13„ 1„ 4 I 3'-6" 3 -04 1 3» 2-A8.2 a I I N r � I � Q_ I O ALUMINUM (OTHER INCOME) 145,173,192,208 C\A08o-WNA 12'-12" RO ALUMINUM .(McDONALDS) 192,208 C\A080-WNE 10'-0" EQUAL 2'-O" EQUAL lo 00 18-A8.2 ao 0 00 I L � n N TEMPERED PASS N L GLASS THRU Q 1 (\ ) to E L o COn 1 Ln HOLLOW METAL _ (AUTO CENTER) �O 93,134,137,145,150,173,192,208 �3 O 0 C\A080-Y;NL O co WINDOW TYPES N 3/16" = 1'-0" a) co . vi COILING I N o N SHUTTER 0 I 126-A8.2 „ M 10" SHE F 25-A8.2 5 I L REF 13-PH1 6» Fcu01), 00 _ I 162D P HM PR 3 -0 7 -0 1 3/4 --- 3 HM 10 9 - - - 3/4 HR C 1, 8 162D % 00 165A MEN J HM 1 3'-0" 7'-0" 1 3/4" 1 HM 10 9 8 7 165AI � H 166A WOMEN J HM 1 3'-O" 7'-0" 1 3/4" ___ - 1 HM 10 9 8 `__ __= 7 166A r ►`�°`j E, , 167A FAMILY TOILET J HM 1 3'-0" 7'-0" 1 3 4" --- 1 HM 10 9 8 --- --- 7 167A - O N : ° 168B. LAYAWAY K HM 1 3'-0" 7'-0" 1 3 4" TEMP 1 HM 10 9 --- - - - - - - --- -168B . .i 171-A UPC/INVOICING K HM 1 3'-0" 7'-0" 1 3/4" TEMP 1 HM 10 9 -- _ - - - - - - - - - 171A 0 172A TRAINING K HM 1 3'-0" 7'-0" 1 3/4" TEMP 1 HM 10 9 --- --- --- --- 172A �,j >71 „ >, N N 75A MANAGEMENT OFFICE K HM 1 3 -0 7 -0 1 3 4 TEMP 1 HM 10 9 --- --- --- --- 175A LLJ c, 176A CORRIDOR J HM' 2 3'-0" 7'-0" 1 3/4" - - - 4 HM 3 2 1 --- --- 6 176A Iz o HOLLOW M I V HOLLOW HOLLOW 176B R STEEL 1 8'-0" 9'-0" --- --- -- -- 29 28 --- 3/4 HR C 1, 8 176B 0 CN2 HOLLOW METAL METAL HOLLOW METAL METAL 176C R STEEL 1 8'-0" 9'-0' --- 29 28 --- 3/4 HR C 1, 8 176C I- ct NM,93,134,137,145, 93,134,137,145,150, METAL HOLLOW METAL RN 93,134,137,145,150,173, 93,134,137,173,192,208 00 150,173,192,208 17A082,208 NM,93,107,134,137,145,150, NM,9313481037D145,173, 192,208,SAMS C\A080-DRQ 176D P HM PR 3 -0 9 -0 1 3/4" - - - 3 HM 10 9 - - - 3/4 HR C 8 176D C\A080-DRK \ 173O80- 08 192,208,SAMS C\A080-DRP 178A RECEIVING GM J HM 1 3'-0" 7'-0" 1 3/4" --- 2 HM 3 2 1 --- --- 6 178A C/A13103 M 013103 013103 „ 1 I s SECTIONAL OVERHEAD 93,134,137,145,150,173, 192,208,SAMS C\A080-DRS 00 O 1ry in 30-A8.2' v I j T SECTIONAL OVERHEAD NM 93 1. 1 7 34 3 145150 173,192,208,SAMS C\A080-DRT 10'- 28" RO EQ 6'-0" EQ N co Q ccov ALUMINUM (MCDONALDS) 192,208 C\A080-WNF U COILING METAL 93,134,137, f 45,150, 173,192,208,SAMS C\A08D-DRU 21'-4" ALUMINUM (GM OTHER INCOME) 192 C\A080-WNB co I 30-A8.2 I C11 00 I d- i� 0 D_ 178B T METAL 1 6 -0 8 -8 --- --- --- --- 5 4 --- --- --- 1, 4, 5 178C -- TYPICAL FRAMING TYPICAL FRAMING 178C T METAL 1 8'-0" 8'-8" --- --- --- --- 5 4 --- --- --- 1, 4, 5 178C CONDITION AT JOIST CONDITION AT JOIST 178D T METAL 1 8'-0" 8'-8" --- --- --- --- 5 4 - - - - - - - - - 1, 4, 5 178D OR GIRDER OR GIRDER 0 178E T METAL 1 8'-0" 8'-8" --- --- ---- --- 5 4 --- --- --- 1, 4, 5 178E Ld 181 A ALCOVE G-MD PLASTIC PR 3 -0" 7 -0 --- ACRYLIC --- METAL 12 11 --- --- --- 11 181 A TOP RAIL 'L TOP RAIL o JL 200A JIB CRANE J HM 1 4'-4" 2'-8" 1 3/4" --- --- HM --- --- --- --- --- 6 200A , SPACE POSTS U z SPACE POSTS HARMACY , » » -. AT 96" OC LLJ � � AT 96" OC SLIDING CHAIN LINK 300A PHARMACY N HM 1 3 -6 '-2' 7 -0 1 3/4 TEMP 1 HM 11 10 --- --- --- --- 300A O w ° GATE.(SEE DOOR OOB U METAL 1 16'-6" 4'-4" --- --- --- METAL --- --- --- --- --- --- 300B sJ 1-5/8" ~ z 1-5 8" / SCHEDULE FOR SINGLE SLIDE SLIDE=: 300C U METAL 1 3'-4" --- --- --- METAL --- --- --- --- --- --- DIAMETER o z t- 00".' x DIAMETER OR BI-PARTING)-� z I r ', 300D M HM 1 3'-O" 2'-10" 1 3/4" --- 1 HM 11 10 --- --- --- 10 300D S MIDRAIL L ; _ MIDRAIL t 300E U METAL 1 2'-6" 2'-6" --- --- -_- METAL --- -- _ --- --- --- --- 300E BOTTOM w Lij } BOTTOM ;- 301A PHARMACY TOILET J HM 1 3'-0" 7'-0" 1 3/4" --- 1 HM 11 10 --- --- --- --- 301A ._ RAIL 4 z :. .. .:. .. RAIL GDONALDS _ . _. V CORE DRILL DIAMETER 6" W CORE DRILL DIAMETER 6" ; 401A NOT USED - - - - - - - _ _ _ _ _ _ _ _ 401A CHAIN LINK HOLE THROUGH SLAB, AND CHAIN LINK HOLE THROUGH SLAB, AND SLIDING SECURITY GATE 402A DINING J HM 1 3'-0 7'-0" 1 3/4" TEMP 1 HM 3 2 1 --- --- 9 402A 931341371451 17 1 50 3 92 208 SET POSTS WITH , , NM 1 41 4 ,93, 3 , 37,1 s,tso, SET POST WITH S 173,19z,2oa 403A NOT USED - - -., _ ..�03A NON -SHRINK GROUT C A080-DRV U \ 173,192,20a NON -SHRINK GROUT C\A080-DRX c\Aoao-DRw - ARDEN CENTER 500D CANOPY CL HM..... _ .__1, 3'-O" 10'-0" -1 3 4" --- --- .-"PIPE - --° REF 8-GC2 --- --- 6 500D 501 A --- CL 1 3'-0" 11'-O" --- --- --- ;PIPE REF 8-GC2 --- --- 6 501A� ' 501B.CL ... _1 .... 3'-0"._ 1-1'-0>,: - --- - .4,>, --- --- i PIPE REF 8-GC2 - - - --- 6 501B _-=4 501C CANOPY , CL ryM . ;: 1. 3'-0" 10'-0" 1 3 - --- -- - PIPE.:: - REF'8-GC2 r~ _-_ = _ 6 501C; % i 37'-4's AUTO CENTER. 600A SERVICE AREA L HM 1 3" V' 7' 0' 1 3/4"' TEMP 2 HM 3 2 1 - --- 6" 600A CHECKED BY: Z (9) EQUAL SPACES 600B L HM 1 3'-0" 7'-0" 1 3/4" TEMP 2 HM 3 2 1 - - - - - - 6 600B -`�� 600C S METAL 1 12'-0" 9'-5" --- ACRYLIC - - - - - - 7 6 --- - - - - - - 5 600C DRAWN BY: LAf _0» 600D S METAL 1 12'-0" 9'-5" --- ACRYLIC --- --- 7 6 - - - --- --- 5 600D FILE NAME: 192-AO80 600E S METAL 1 12'-0" 14'-1" --- ACRYLIC --- --- 7 6 --- --- --- 5 600E 60OF S METAL 1 12'-0" 14'-1" --- ACRYLIC --- --- 7 6 - - - --- - - - 5 60OF PROTO CYCLE: 09280 co O 6000 S METAL 1 12'-0" 9'-5" - - - ACRYLIC --- --- 7 6 --- --- --- 5 600G DOCUMENT DATE: 11/16/0' co 0 600H S METAL 1 12'-0" 9'-5" --- ACRYLIC --- --- 7 6 --- --- --- 5 600H 16-A8.2 _1 600J S METAL 1 12'-0" 9'-5" --- ACRYLIC --- --- 7 6 --- --- --- 5 600J 600K S METAL 1 12'-0" 9'-5" --- ACRYLIC --- --- 7 6 - - - --- --- 5 600K 600L J HM 1 3' 0" 7' " ISSUE BLOCK 1 05/17/02 REV #� A 06/21/02 08/13/02 REVISION #E" REV. #8 i 4 09 09 02 REV. 04/25/03 CCD # sa 08/05/03 CCD # -% 0 7 08 28 03 CCD 10 09/17/03 CCD #11 _ cj j Q �I '� O ``� r O602A ALUMINUM HOLLOW METAL (GR OTHER INCOME) (UPC) 192 93,134,137,145,150,173,192, 208 C\Ao80-WNC C\A080-WND REF PLAN 600M U METAL 1 - 8'-0" -0 3'-8" 1 3/4 --- - - - --- 2 --- HM --- 3 19 8.2 2 18 8.2 1 17 8.2 - - - 3/4 HR - - - C 6 --- 600L 600M 60ON U METAL 1 10'-0" 3'-8" --- --- --- --- 19 8.2 18 8.2 17/8.2 3/4 HR C --- 60ON 601A TOILET J HM 1 3'-0" 7'-0" 1 3/4" - - - 1 HM 10 9 - - - - - - - - - --- 601A MECHANICAL J HM 1 4'=0" 8'-0" 1 3/4" --- 2 HM 3 2 1 - - - - - - 6 602A 602C L HM 1 4' O" 7' 0" 1 3/4" - - - 1 HM 10 9 - - - 3/4 HR C 11 602C 603A SECURITY J HM 1 3'-0" 7'-0" 1 3/4" - - - 1 HM 10 9 - - - --- --- --- 603A 604B CUSTOMER AREA L HM 1 3'-0" 7'-0" 1 3/4" WIRE 2 HM 3 2 --- 3/4 HR C 11 604E 605A STORAGE J HM 1 4'-0" 7'-0" 1 3/4" - - - 1 HM 10 9 --- --- --- --- 605A 606A WAITING AREA --- N/A 1 3'-0" 7'-0" --- --- 1 HM 10 9 - - - - - - - - - CASED 606A 8'-p„ '-0" 607A OFFICE J HM 1 3'-0" 7'-0" 1 3/4" - - - 1 HM 10 9 - - - - - - --- --- 607A % (2) EQUAL SPACES 608E SUPPLY L HM 1 3'-0" 7'-0" 1 3/4" WIRE 2 HM 3 2 --- 3/4 HR C 11 608B RO N N VISION CENTER 00 Goo MA ADJUSTMENT L HM 1 3'-0" 7'-0" 1 3 4" TEMP 1 HM 11 10 --- --- --- --- 701A � 704A NOT USED - - - - - - - - - - - - - - - 704A r 705A EXAM -1 J HM 1 3'-0" 7'-0" 1 3/4" - - - 1 HM 10 9 - - - --- --- --- 705A 0 6-A8.2 18-A8.2 co 706A EXAM #2 J HM 1 3'-0" 7'-0" 1 3/4" - - - 1 HM 10 9 --- - - - - - - - - - 706A °� I 712A NOT USED 30-A8.2 Q 31-A8.2 ;n '� HAIR CARE - - - - - - - - - - - - - - - 712A I BUTT JOINT °o N 810A SALON J HM 1 3'-0" 7'-0" 1 3 4" --- 1 HM 10 9 810A `� GLASS Q TEMPERED � - , d I GLASS �j 810C X CHAIN PR 7 -0 9 -0' --- --- --- --- 4/8. 23 8.2 --- --- --- --- 810C Q I R 811 A UTILITY J HM 1 3'-0" 7'-0" 1 3 4" --- 1 HM 10 9 --- --- --- --- 811 A N ALUMINUM (McDONALDS) 192,208 C\A080-WNG REF PLANT �m <8> <�> O NOT USED NOT USED ALUMINUM (VISION CENTER) (HAIR CARE) 145,173,192,208 C\A080-WNQ 8 O O�le HOLLOW METAL HOLLOW METAL AUTO CENTER PHARMACY ( / ) (AUTO CENTER) 93,134,137,145,150,173,192,208 93,131,137,145,150,173,192,208 C\A080-WNK C\A080-WNFd 8 6'-8"- j10 ����i REF PLAN TENANTS ' - (806A TENANT SPACE" J HT 1 -0 7'- 3/ --- 2 H 15 4/8.2 1 --- OOA 802A TENANT SPACE 1 J HM 1 3'-0" 7 -0" 1 3/4" --- 2 HM 15/8.2 1478.2 1 - - - - - - 6 802A 802B X CL 1 .9-0 9'-0" - - - - - - - - - - - - 4 8, 23/8.2 802B 803A TENANT SPACE #2 J HM 1 3'-0" ; 7'-0" 1 3/4" --- 2 HM 5/8.2 14/8.2 1 --- --- 6 803A 3B X ­CL­ 1 » 9'-0 - --- --- --- --- 4 8. 3 .2 --- --- --- 80 B 804A N T 04A 804E NOT USED . — —. - - —. — — — — — — --- — Qn�� ®�AO IrJ =-IN r-1N rn rn 8-A8.2 in i� N N ALUMINUM (HAIR CARE) 192,208 C\A080-WNR T 4 NOT USED I 5'-0" 00 Q 6-A8.2 1 270 0 I d- O HOLLOW METAL (SMOKING BREAKROOM) 93,134,137,145,150,173,192, 208 C\A080-WNW N Q 811 A8.2 `j II 11 00 N ALUMINUM (HAIR CARE) - 173,192,208 TO BE REPLACED PER PENDING Cl C\A080-WNZ SCHEDULE NOTES C\AO80-DS-NOTES 1 SCHEDULED WIDTH AND HEIGHT ARE OPENING SIZE 2 AUTOMATIC OPENING DOOR 3 SIGNAGE: PROVIDE 1" HIGH LETTERS IN CONTRASTING SEASONAL SHOP DOORS TEXT TO READ "TO BE KEPT COLORS TO BACKGROUND TEXT TO READ "THIS DOOR TO REMAIN UNLOCKED DURING OPEN DURING BUSINESS HOURS". SIGNAGE FURNISHED BY WAL-MART AND INSTALLED BUSINESS HOURS". AT BY GENERAL CONTRACTOR. 4 OWNER FURNISHED AND INSTALLED 5 1 INSTALL LIFT CLEARANCE TRACK TO MAXIMUM HEIGHT ALLOWABLE TO STRUCTURE PER MANUFACTURER SPECIFICATIONS 6 EXIT DEVICE AS SPECIFIED 7 UNDERCUT DOOR 1 1/2' g AUTOMATIC CLOSING DEVICE, HOLD OPEN MECHANISM. g SIGNAGE: PROVIDE 1 HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND, TEXT TO READ "IN EMERGENCY PUSH TO OPEN . 10 NOT USED 11 FULLY GASKETED FOR NEUTRALIZATION 12 USE 8' WON DOOR IN 7'-6" OPENING WITH A, POCKET. 2'-9" DEEP„ 13 PROVIDE FLEXIBLE STRIP DOORS AND BRUSH WITH ALUMINUM HOLDER ON BOND BREAKER. 14 NOT USED _ 15 GATE AND FRAME BY RACK / FENCE MANUFACTURER HARDWARE BY GENERAL CONTRACTOR 1/4" = lj-Oj) 1/8" = l'-O" TYP OF 3 FAN SPEED SELECTOR SWITCH, +60"— H41 2'— 7 " 2'— 7 " l'— Vvt-%, -T-vu 2 LP OFFICE Ile Q0 6" A/Z v z 4" 16.998 PROVIDE 4" SQUARE FS BOX CENTERED AT DOOR HEADER FOR CAMERA CABLING. PROVIDE 1-1/4" CONDUIT (WITH PULL WIRE) FROM FS BOX TO STRUCTURE. ROUTE CONDUIT ON TRANSLUCENT PANEL FRAMING AND TERMINATE AT BAR JOIST WITH BUSHING. COORDINATE REQUIREMENTS WITH MANUFACTURERS REQUIREMENTS, 16.999 NOTE NOT USED. 0- LL < wZQ u- �;� Z< < '08 ow ell--2: i�6 w , :< '< V) �p' 'o Q'w E -w 1125 1<lti 8 0 �-' 8!2 N w m Ll�:::i w o 3 w o 'w" - t: x '. -,'z' - - , LL- a- Lo < — 06 U) w W. ffi g �a' �<- 0 0 z u, IL K 0- LL < 0 uj 0,.f EL 0 LLJ 7,:) LLI , V) Z LN'j -<i LLj Ld 0 EE LLJ x Z0D L� LLJ 00 L') 0 L'j 0:� C) 0 Ld 0 c� F- fl� F- T Lu z Q� 0 a_ D x V) V) < o Z Lu Ld Ld :D 0 t 1) Ll 0 -1 L' < V) la� w < 9 ISSUE BLOCK 1 105/17/02 IREV. #4 2 108/13/02]FREV. #8 3 04/25/03 C.C.D. 7T"ll 4 09/17/03 C.C.D. #11 CHECKED BY: DRAWN BY: FILE NAME: E2.2 PROTO CYCLE: 092801 DOCUMENT DATE: 11/16/01 POWER PLANS GROCERY VESTIBULE POWER PLAN 1/8" = l'—Oj$ SHEET: E2.2 LT 3 PANELBOARD 208/12OV, 3 PH, 4W 100A, M. L. 0. SERVES: TENANT SPACE 10,000 AIC LOCATION: TENANT SPACE GROUND BUS PANEL FURNISHED WITH EDC, INSTALLED BY E.C. ISOLATED GROUND BUS FLUSH MOUNT DESCRIPTION WIRE BRKRPL PLBRKR WIRE DESCRIPTION A B C 1 RECEPTACLES 20 1 0.36 0.18 1 20 Dli ( ) SK RECEPTACLE 1 2 3 RECEPTACLES 20 1 0.36 0.18 1 20 'V"y__SK RECEPTACLE 4 5 RECEPTACLES 20 1 0.36 1 0.60 1 20 POWER POLE 6 7 RECEPTACLES 20 1 0.36 0.36 1 20 RECEPTACLES 8 9 RECEPTACLES 20 1 L 0.36 0.36 1 20 RECEPTACLES 10 11 RECEPTACLES 20 1 0.36 F 0.36 1 20 RECEPTACLES 12 13 SPACE 1 20 SPARE 14 15 SPACE 1 20 SPARE 16 1 20 SP RE 18 17 SPACE TOTAL 1.26 1.26 1.68 KVA PER NEC ARTICLE 220 11 11 14 AMPS TOTAL LOAD 4.20 KVA 12 AMPS FEEDER LOAD 4.35 KVA 12 AMPS LRX PANELBOARD 208/120V, 3 PH, 4W 100A, M. L. 0. SERVES: PHARMACY 10,000 AIC LOCATION: PHARMACY GROUND BUS PANEL FURNISHED WITH EDC, INSTALLED BY E.C. ISOLATED GROUND BUS FLUSH MOUNT DESCRIPTION WIRE BRKRPL KVT PLBRKR WIRE DESCRIPTION 1 RECEPTACLES/EF (PHARM. TL 20 1 0.58 0.16 1 1 20 CASH REGISTERS (1) 2 3 SPARE: 20 1 0.72 1 20 RECEPTACLES 4 5 WATER HEATER 2 10 25 ll 1 0.72 1 20 WILL COUNTERS 6 7 SPARE .. 20 1 0.90 1 20 RECEPTACLES _ 8.1 9 . LASER PRINTER 20 1 0.68 1 20 SPARE 10 11 REFRIGERATORS RECEPTS 20 1 1.44 1 20 SPARE 12 13 LASER PRINTER 20 1 0.68 1 20 SPARE 14 15 SPARE 20 1 1 20 SPARE 16 17 SPARE 20 1 11 20 SPARE 18 19 SPACE SPACE 20 21 SPACE L SPACE 22 23 SPACE SPACE 24 25 SPACE SPACE 26 27 SPACE SPACE 28 29 SPACE SPACE _ 30 TOTAL 2.32 1.40 4.16 KVA PER NEC ARTICLE 220 19 12 35 AMPS TOTAL LOAD 7.88 KVA 22 AMPS FEEDER LOAD 7.88 =KVA 22 AMPS LPL SERVES: PHOTO LAB LOCATION: PHOTO LAB PANEL PROVIDED WITH CABINET PANELDOARD 240/12OV, 1 PH, 3W 100A, M. C. B. 10,000 AIC GROUND BUS ISOLATED GROUND BUS FLUSH MOUNT DESCRIPTION WIRE BRKRPL KVA PLBRKR WIRE DESCRIPTION 1 3 DIGITAL PRINTER 6 KVA, 240/1 -' 6 50 20.54 1 1 20 20 REFRIG. RECEPTACLE RECEPTACLES/CEILING FAN 2 4 3.00 0.66 5 7 FILM PROCESSOR :" 5.5 KVA, 240/1 " "" 8 30 2 2.75 0.48 1 1 20 20 COPY PRINT STATION RECEPTACLES 6 8 2.75 0.54 9 11 DIGITAL CENTER CASH REGISTERS (1) 20 20 1 1 1.20 0.36 1 1 20 20 POWER POLE RECEPTS RECEPTACLES 10 12 0.16-F 0.72 13 15 SILVER RECOVERY RECEPTACLE 20 20 1 1 0.18 1.20 2 30 8 SCAN STATION '; 2.4 KVA, 240/1' 14 16 0.18 1.20 17 19 SPACE SPACE SPACE SPACE 18 20 21 23 SPACE SPACE 7-1SPACE SPACE 22 24 TOTAL PER NEC ARTICLE 220 TOTAL LOAD FEEDER LOAD 9•71 81 18.92 KVA 18.92 KVA 9.21 77 91 91771 KVA AMPS AMPS AMPS LVC PANELOARD 208/12OV, 3 PH, 4W 100A, M. L. 0. SERVES: VISION CENTER 10,000 AIC LOCATION: VISION CENTER GROUND BUS PANEL FURNISHED WITH EDC, INSTALLED BY E.C. ISOLATED GROUND BUS FLUSH MOUNT FVA DESCRIPTION WIRE BRKRPL PLBRKR WIRE DESCRIPTION A B C 1 RECEPTACLES 20 1 1.08 1 0.72 1 20 PRETEST RECEPTACLES (1) 2 3 RECEPTACLES 20 1 1.50 1 1.08 1 20 POWER POLE RECEPTS 4 5 RECEPTACLES 20 1 1.86 1.08 1 20 POWER POLE RECEPTS (1) 6 7 POWER POLE RECEPTS 20 1 1.08 1.08 1 20 POWER POLE, RECEPTS, (1) 8 9 RECEPTACLES / EF 20 1 0.58 0.72 1 20 EXAM ROOM LIGHTS 10 11 ITINT BATH 20 1 2.04 1 20 SPARE 12 13 SPACE SPACE 14 15 SPACE SPACE 16 17 SPACE SPACE 18 19 SPACE SPACE 20 21 SPACE SPACE 22 23 SPACE SPACE 24 25 SPACE SPACE 26 27 SPACE SPACE 28 29 SPACE SPACE 130 TOTAL 3.96 3.88 4.98 KVA PER NEC ARTICLE 220 33 32 42 AMPS TOTAL LOAD 12.82 KVA 36 AMPS FEEDER LOAD 13.00 KVA 36 AMPS LH C PANELBOARD 208/12OV, 3 PH, 4W 100A, M. L. 0. SERVES: HAIR CARE SALON 10,000 AIC LOCATION: HAIR CARE SALON GROUND BUS PANEL FURNISHED WITH EDC, INSTALLED BY E.C. ISOLATED GROUND BUS FLUSH MOUNT DESCRIPTION WIRE BRKRPL KVA PLBRKR WIRE DESCRIPTION A B C 1 STYLING BAR 20 1 1.50 2.50 2 30 #10 DRYER 2 3 STYLING BAR 20 1 1.50 2.50 5.0 KW, 120/208/1 4 5 STYLING BAR 20 1 1.50 1 1.45 1 20 WASHER / EF (HAIR SALON) 6 7 STYLING BAR 20 1 1.50 0.60 1 20 TRACK LIGHTING 8 9 STYLING BAR 20 1 1.50 0.60 1 20 TENANT SIGNAGE (2) 10 11 STYLING BAR 20 1 1.50 0.72 1 20 IDISPLAY RECEPTACLES 12 13 STYLING BAR 20 1 1.50 0.18 1 20 REGISTER (1) 14 15 STYLING BAR 20 1 1.50 1 20 SPARE 16 17 STYLING BAR 20 1 1.50 0.54 1 20 FRONT COUNTER RECEPTACLES 18 19 STYLING BAR 20 1 1.50 1 20 SPARE 20 21 HAIR DRYER RECEPTACLE 20 1 1.50 1 20 SPARE 22 23 HAIR DRYER RECEPTACLE 20 1 1.50 1 20 SPARE 24 25 SPARE 20 1 SPACE 26 27 SPARE 20 1 SPACE 28 29 SPARE 20 1 SPACE 30 TOTAL 9.28 9.10 8.71 KVA PER NEC ARTICLE 220 77 76 73 AMPS TOTAL LOAD 27.09 KVA 75 AMPS FEEDER LOAD 24.26 KVA 67 AMPS LTS1 PANLOAD 208/12OV, 3 PH, 4W 1OOA, M. L. 0. SERVES: TENANT SPACE 10,000 AIC LOCATION: TENANT SPACE GROUND BUS PANEL FURNISHED WITH EDC, INSTALLED BY E.C. ISOLATED GROUND BUS FLUSH MOUNT KVA DESCRIPTION WIRE BRKRPL PLBRKR WIRE DESCRIPTION A BC 1 JUNCTION BOX (1) 20 1 0.36 1 0.36 1 20 DUPLEX RECEPTACLE 2 3 JUNCTION BOX 20 1 0.36 0.54 1 20 DUPLEX RECEPTACLE 4 5 DUPLEX RECEPTACLE 20 1 1 0.18 0.60 1 20 TENANT SIGNAGE (2) 6 7 SPARE 20 1 1 20 SPARE 8 9 SPARE 20 1 F 1 20 SPARE 10 11 SPARE 20 1 1 20 SPARE 12 13 SPACE SPACE 14 15 SPACE SPACE 16 17 SPACE SPACE 18 TOTAL 0.72 0.90 0.78 KVA PER NEC ARTICLE 220 6 8 7 AMPS TOTAL LOAD 2.40 KVA 7 AMPS FEEDER LOAD 2.55 KVA 7 AMPS LTS2 PAN ELDOARD 208/12OV, 3 PH, 4W 100A, M. L. 0. SERVES: TENANT SPACE 10,000 AIC LOCATION: TENANT SPACE GROUND BUS PANEL FURNISHED WITH EDC, INSTALLED BY E.C. ISOLATED GROUND BUS FLUSH MOUNT DESCRIPTION WIRE BRKRPL KVA PLBRKR WIRE DESCRIPTION A 1 JUNCTION BOX (1) 20 1 0.36 0.36 1 20 DUPLEX RECEPTACLE 2 3 JUNCTION BOX 20 1 0.36 1 0.54 1 20 DUPLEX RECEPTACLE 4 5 DUPLEX RECEPTACLE 20 1 0.18 0.60 1 20 1 TENANT SIGNAGE (2) 6 7 SPARE 20 1 1 20 SPARE 8 9 SPARE 20 1 1 20 SPARE 10 11 SPARE 20 1 1 20 SPARE 12 13 SPACE SPACE 14 15 SPACE SPACE 16 17 SPACE SPACE 118 TOTAL 0.72 0.90 0.78 KVA PER NEC ARTICLE 220 6 8 7 AMPS TOTAL LOAD 2.40 KVA 7 AMPS FEEDER LOAD 2.55 KVA 7 AMPS ,.i P LLJ r air W 0� o a 0 W Z a L,<� a¢�--;E zwF Lli a z �aN�oo-aw6W_l< W26Z2886t-dWWWM G 3-o-owww WwgoF=g o d Z 0 F- 0m`E-`'aaz�zo aozQ Q zv>zp;awwa0 �ao3 Sao 5,ww �Uzwa w0�iw0ft�1: mwU�0w0 �--. �Wcc zI-w ,:: .v0.-,;� (n �D HrnOJL,aInQctKCP z sg� ®T E313 D N z $ 03 co 0 e - �CD E 9 f Ld Lo 0 ISSUE BLOCK 1 01 /23/02 REV. #2 2 05/17/02 REV. #4 3 05/20/02 REV. #5 4 08/13/02 REV. #8 5 04/25/03 C C D #1 6 07/10/03 CCD #4 7 08/05/03 C.C.D. #7 8 08/21/03 C.C.D. #9 9 08/28/03 C.C.D. #10 09/17/03 C.C.D. #11 L CHECKED BY: 1 1 DRAWN BY: FILE NAME: E4.3 PROTO CYCLE: 092801 DOCUMENT DATE: 11 /16/01 A, 't a , l SHEET: E4.3 a' N t- 0 � � STARTING POIN_3 FOR TILE 8 ^� PREVIEW MENU BD. MA2 HAND SINK �'1 HAND SINK II Al D1 - B YGT-4 FLOOR PROTECTION: COVER ALL FLOOR TILES AS SOON AS 2 III ( I ( p� YGT-3 POSSIBLE AFTER INSTALL WITH I I I III I I I 13 cv CELOTEX TUFF WRAP. I ( 1 4 I I 44 MA I III ( I I MA3 " 511 �2' _411 11 g' -4 3/8°i _ 3g -3 s/8 1� I I I I 2 KITCHEN 2 = 5IM. A in I I 3 II i I I o I I MA2 III I I I 1 O2 ff l I III I I I _ r G� 1 I I ( III 5' - 3/141' 4' - 1 0" 1 1 11 20' -5 1 /811 O 511 r , -1 „ 31 _O 11 it II GU5TOMER _ _ SERY I GE I I I I I 2 �G I I 1 V I ( III I I I = A `� A B 5UPPORT `n --- 5IM. to3 10' I I ( III I II N II Oiol I I I I III I II � II i I I I III I I II 6 14 MA I I CART ( III ( I I A ' I I MA3 MA3 — YG'T-+41 YGT-3 Y�-1 I I 5"FORAGE ( I �- — — -� — -� — — — — — — — — — �I MA3 0 TYP= 1 I I 1 os I-- —— I FLOOR FINI aH PLAN KEYED NOTES_-.--- � _ - , �_�® 3 -O" MA I 1 / 8 II _ 1 I - 0 XA-BASE 0 MA3 C) 4 ,� / 4 MA MA3 1 TRANSITION STRIP BY THE GENERAL CONTRACTOR. / MA 15 MA3 tv Q E N 5'-3 1/2" 5" cb-a lo DINING 1/2 " 4 1 1 3 O -O O 6 A a D B MA2 4 10 5 N N B M A.5 II II II G W FI fl fl Fr' fl fl o fl fl ,I I KINGto W fl I DI MA3 FF] fl000s s3 1 1 I O fl O B II I s II _ - 1 1 I � m III ............................................................................ 13 I I s fl fl � � �Q MA2 II 4' IL— 1 L s — i 4' 8' - — — — — — — 4 A I , . RONALD BENCH 5 �\, 10 , -g s s 5j, I s >g �O 2 Ft FI FI HEADER �, 15 REGE55ED SLAB I �", 4 M 2 } s 4 ®OCA I- t�xJ FI Ft FI FI Ft Ft MA I I O O b s 5 s S F-4] 1 3 ' ,I F41 I I r N 2.8 m 4 NOTE: REFER TO SHEET MEI AND MM1 FOR LIGHT KEYED NOTES: FIXTURE AND GRILLE TYPES AND LOCATION. WALL LEGEND....-.- 2 i BULKHEAD. REFER TO 13/MA2 RFf-"L GT P GFE I L I NCB FLAN 2 ALL CONNECTIONS INSTALLATION OF LIGHTING BY G.C. 3 ��-OO PLAN BATT INSULATION ._ � j�jAj 1 /g" = 1 ' _0" XA-BASE (LIGHT FIXTURES SUPPLIED WITH FREEZER/COOLER BOX). MAI 1 /4 -1 _Q �� XA-BASE o DOER SCHEDULE AND HARDWARE ROOM FINISH SCHEDULE BUILDING DATA. DOOR #1 FROM DINING TO KITCHEN. a 3'-6" x 7'-0" x 1 3/4" 1. BUILDING DESCRIPTION: HOLLOW METAL DOOR FRAME ROOM NAME FLOOR BASE WALLS CEILING REMARKS USE GROUP: A3 - ASSEMBLY KEY MATERIAL MATERIAL KEY MATERIAL KEY MATERIAL HEIGHT B HARDWARE HINGES HALER - 1168 - 4 f /2"x4 1 /2"x 2 PAIR OR EQUAL. FINAL DECOR FINISH BY McDONALD'S OWNER OPERATOR EXIT HARDWARE SCHLAGE - D96PD - RHODES SERIES, 626 3'-4* 2. BUILDING AREA TABULATION: �lGT- GG-1 ACOUSTICAL LAY -IN S 10 -0 FRAME ® v c c., 100 CUSTOMER SERVICE VINYL COMP. 11LE VB-1 KICKPLATE US 28D - SATIN ALUMINUM ANODIZED - 8 x34 x18 GA. DINING 1343 SQ. FT. ccr FlNAL DECOR FINISH BY McDONALD S OWNER OPERATOR CLOSER LCN - 4110 - CUSH. (5 # A.D.A. COMPLIANT) 3 ®O NON -DINING 820 SQ. FT. ,0 Q �' 1 �o 1 O 1 DINING AREA `/GT- VINYL COMP. TILE VB-1 C.G-1 ACOUSTICAL LAY -IN 10'-0" NAEWER 8""x8" MIN. VIEWER, TEMPERED CLEAR GLASS DOOR TOTAL NET m c J DOORS TO BE KEYED ALIKE. G.C. TO PROVIDE (3) KEYS TO McDONALD'S _ r7 102 KITCHEN QT®3 QUARRY TILE QUARRY TILE- I FRP GG-2 VINYL COAT.GYP.PNL. 10'-0" OWNER/OPERATOR. ��� Q .L S m FINISH: G.C. TO PRIME DOOR. FINAL DECOR FINISH BY McDONALD'S OWNER/OPERATOR.ocs >< c r 103 SUPPORT QT-3 QUARRY TILE QUARRY TILE �'-I FRP GG-2 VINYL COAT.GYP.PNL, 10'-0" NOTE: a 3. OCCUPANCY/ EGRESS: "° COOLER/FREEZER BY 'KOLPACK'. COOLER TO HAVE QUARRY TILE FLOOR. INTERIOR DOORS, FRAMES, HARDWARE &ACCESSORIES MAY BE ORDERED FROM ® M 00 � RR McDONALD'S APPROVED SUPPLIER: a 1 ® DINING: 1343 SQ.FT. / 15 SQ.FT. _ 89 104 FREEZER � COOLER MANUFACTURER MANUFACTURER MANUFACTURER AB FREEZE FLOOR BY MANUFACTUERER. UNIVERSAL MANUFACTURING: 1-800--821-1414 `� `W`� ® i NON -DINING: 820 SQ.FT. / 15 SQ.FT. = 54 o L �� 105 CART STORAGE YCT- VINYL COMP. TILE VB-1 GG-1 ACOUSTICAL LAY -IN 10'-0" FINAL DECOR FINISH BY McDONALD S OWNER OPERATOR DOOR #2 d TOTAL CALCULATED OCCUPANCY: 143 ° 0 3 ° , 2 FROM DINING TO EXTERIOR 0 . : � 0 o n+ p 0 0 WALL SCHEDULE: EXTERIOR DOOR BY WAL-MART N °�FINISH SCHEME CHART: CONST. RESPONSI ILITIES.FINISH: 1. EXTERIOR: G.C. TO PAINT PER WAL-MART SPECIFICATION. MAXIMUM NUMBER OF SEATS: 68 -6 � o o- o 2. G.C. TO PRIME INTERIOR OF DOOR. FINAL DECOR FINISH BY o ° ° A�---- NEW WALL CONSTRUCTED BY GENERAL CONTRACTOR. 3 5 8" METAL STUD 16" MAXIMUM NUMBER OF EMPLOYEES ° 3 0 0 FLOOR FINISHES O.C. ATTACHED TO STRUCTURE ABOVE (HEIGHT TO BE 'vi:RIFIED ON SITE). Mc00NALD S OWNER/OPERATOR. INTERIOR FINISH TO MATCH DECOR SELECTION. (PEAK HOURS): 11 ° o 0 0 ° SUPPLIED / INSTALLED/ REFER TO DETAIL 6/MA3 HARDWARE n Oo o 0 °' ` WMGC KES o o WMGC KES 0 0 GENERAL REQUIREMENTS: iJ j� ° ° V ° VGT-3 12'x12"xt/8" VINYL COMPOSITION TILE, SUP RESISTANT, SR-120, PANIC HARDWARE & CLOSER PER WAL-MART SPECIFICATION. y7 OPERATION HOURS: 7:00 A.M. - 11:00 P.M. N a ° " E u WHITE, BY AZROCK, FURNISHED AND INSTALLED BY G.C. ® ❑ ❑ N ❑ ❑ GENERAL CONSTRUCTION & FINISHES INCLUDING CEILINGS KITCHEN SIDE: ,{ - CORRESPOND TO WAL-MART'S SPECIFICATIONS &WALLS -DINING -SANDED &PRIMED, KITCHEN -- F.R.P. OVER 5/e PLYWD. TO 6" ABOVE CLNG. INCLUDING ALL VALANCES Pp'VIDE ELF �ENCY EXI�� N B SCALE :1 /`� II I _O �I O u F 0 1(GT-4 12"x12"x1 8" VINYL COMPOSITION TILE SUP RESISTANT, SR-123, FRP ON PLYWOOD DINING SIDE: t, �R OLD: HAG R SADDLE TYPE THRESHOLD 48" WIDE x 1/Z" RISE, (A� DA ACCE�SS�IBLE c ° ° /0�� 1/2 GYPSUM BOARD TAPED, SANDED WITH PRIMER AND WHITE FINISH a o BLACK, BY AZROCK, FURNISHED AND INSTALLED BY G.C. ❑ ® ® ® ❑ FLOOR TILE -KITCHEN QUARRY TILE &DINING VCT CORRESPOND TO WAL-MARTS SPECIFICATIONS PAINT. FINAL DECOR FINISH BY McDONALD" OWNER/OPERATOR NOTE: NOTE: @__ NEW WALL CONSTRUCTED BY GENERAL CONTRACTOR. 6" METAL STUDS @16" O.C. REFER TO WAL-MART DRAWINGS FOR DOOR SPECIFICATION. N ° •N " ° ° - 0 YB- I RESILIENT VINYL 4" TILE BASE AND ADHESIVE, COLOR BLACK, FURNISHED BY C ° L o O O � •v O N � "p ® ❑ ❑ ® ❑ ❑ HOLLOW METAL DOORS ATTACHED TO STRUCTURE ABOVE (HEIGHT TO BE VERIFIED ON SITE). o a o 0 N °L' o WAL-MART INSTALLED BY G.C. REFER TO DETAIL 6/MA3 GENERAL N 0 T E S . Q ° occ QT-3 6"x6" QUARRY TILE - RED BLAZE (CANYON RED) #OQ40, ABRASIVE FINISH. ® ❑ ❑ ® ® ❑ BACK UP SUPPORT FOR CHAIR RAILS -PROVIDE FROM KITCHEN SIDE:_ U N �_N V FURNISHED AND INSTALLED BY G.C. LATICRETE #45 RAVEN (II) GROUT. 103' 6" A.F.F. TO 104' 6" A.F.F. " F.R.P. OVER 5/8" PLYWOOD. TO 6" ABOVE CEILING 1. ALL DIMENSIONS ARE TO FACE OF FINISH MATERIAL. � a QT-4 6"x6" QUARRY TILE - RED BLAZE (CANYON RED) #OQ40, SMOOTH FINISH ® ® ❑ ❑ ® ® FRONT COUNTER CONSTRUCTION G 1 1/2 METAL FURRING OVER EXISTING CMU WALL. ° ' TO BE USED UNDER EQUIPMENT AS REQUIRED BY CODE. 2. ALL ANGLED DIMENSIONS ARE AT 45 DEGREES UNLESS NOTED OTHERWISE. ° ° °' ° i ® ® ❑ ❑ ® ❑ FRONT COUNTER WINGWALLS KITCHEN SIDE: 3. ALL DESIGNATIONS FOR K.E.S. = KITCHEN EQUIPMENT SUPPLIER FOR N W o �c . _ V) ! FURNISHED AND INSTALLED BY G.C. LATICRETE #45 RAVEN (II) GROUT. F.R.P. OVER 5/8" PLYWOOD. TO 6" ABOVE FILING APPROVED EQUIPMENT AND IS CONTRACTED BY McDONALD'S o o 0 o o _r� o .o j QB- t 6"x6' QUARRY TILE WITH 6"x6" COVED ROUND TOP BASE, ❑ ❑ ! ❑ ❑ N CORIAN COUNTER TOP FOR FRONT COUNTER _ NEW LOW WALL CONSTRUCTED BY GENERAL CONTRACTOR. 3 5/8" METAL STUDS OWNER/OPERATOR TO SUPPLY KITCHEN EQUIPMENT AND/OR INSTALLATION '' � 0 �J A OF EQUIPMENT. Q o Q ° ° ° FURNISHED AND INSTALLED BY G.C. BLACK GROUT. ❑ ❑ ® ® ® ® 4" WALL OAK CAP @ 16 O.C. TOP OF WALL @4 -0 . REFER TO DETAIL 12/ MA2 DINING SIDE: r o N � ° 4. ALL KITCHEN EQUIPMENT UNLESS NOTED OTHERWISE, SUPPLIED AND INSTALLED F- Q � Q ° � � � - _CEILING FINISHES KITCHEN EQUIPMENT REQUIREMENTS: 1/2" GYPSUM BOARD TAPED SANDED WITH PRIMER AND WHITE FINISH BY McDONALD'S OWNER/OPERATOR THROUGH K.E.S. CONTACT McDONALD'S Q— ' 2'x4' ACCOUSTICAL CEILING TILE. WHITE ❑ ❑ ❑ ❑ ❑ DETERMINATION OF GAS &/OR ELECTRIC UTILITIES FOR PAINT. FINAL DECOR FINISH' BY McDONALD'S OWNER/OPERATOR FIELD PROJECT MANAGER FOR K.E S. INFORMATION. ' ® N Q DL m N SITE CART STORAGE SIDE: 5. G,C. IS RESPONSIBLE FOR PREPARATION OF WALLS FOR FINAL DECOR. THIS ®--LinW m 4 w O GG-2 2'x4' ACCOUS11CAL CEILING TILE. WITH VINYL COATED FINISH, WHITE. ® ® ® ❑ N ❑ MCDONALD'S KITCHEN EQUIPMENT 1/2" PLYWOOD, PRIMED AND WHITE FINISH PAINT. FINAL DECOR FINISH INCLUDES GYPSUM BOARD TO BE TAPED AND SANDED WITH PRIMER AND 0 p -• 1 L� BY McDONALD'S OWNER/OPERATOR WHITE FINISH PAINT. - u - .. P 7, PAINTS ® ❑ ❑ N ❑ E] ROUGH FOR KITCHEN EQUIPMENT 6. McDONALD'S OWNER/OPERATOR IS RESPONSIBLE FOR FINAL DECOR FINISH, ❑ N ❑ ® ® ❑ EXHAUST HOODS ANSUL SYSTEM E NEW WALL CONSTRUCTED BY GENERAL CONTRACTOR. 6" METAL STUDS O — \D m o SHERWIN WILLIAMS -- THEATER RED' 1602 / @ 16" O.C. ATTACHED TO STRUCTURE ABOVE (HEIGHT TO BE VERIFIED ON SITE) 7. ALL CONSTRUCTION & FINISHES SUPPLIED AND INSTALLED BY WAL-MARTS G.C. �' m > ® ❑ ® ❑ ❑ GREASE DUCT REFER TO DETAIL 7/MA3 AND/OR SUB -CONTRACTOR UNLESS NOTED OTHERWISE. # i FIBERGLASS REINFORCED PANEL CART STORAGE SIDE: 1/2" PLYWOOD UP TO 4'-0" A.F.F. PRIMED AND WHITE FINISH PAINT. 8. ALL G.C. SUPPLIED EQUIPMENT TO BE PURCHASED THROUGH APPROVED ` N RAL CONTRACTOR TO ENSURE CORRECT ® ❑ ❑ N ❑ ❑ DUCT WRAP OR FRAMED OUT CHASE / " McDONALD'S SUPPLIER. FRP-1 FRP. WHITE, GEE 1 2 GYPSUM BOARD TAPED, SANDED WITH PRIMER AND WHITE FINISH ' ADHESIVE FOR PLYWOOD BACKING. ❑ ❑ N N ❑ ❑ FREEZER/COOLER - BY WMGC (HEIGHT TO BE VERIFIED ON SITE). 9. FUR OUT ALL INTERIOR WALLS AT DINING, CUSTOMER SERVICE, CART PARKING FINAL DECOR FINISH BY McDONALD'S OWNER/OPERATOR AREA, AND OPTIONAL PLAY AREA AND FINISH AS INDICATED IN WALL SCHEDULE. Z -' SERVICE COUNTER FINISHES ® ❑ ❑ ® ❑ ❑ FREEZER/COOLER SLAB PREPARATION WAL-MART SIDE � 1/2" GYPSUM BOARD. FINAL FINISH PER W�",L-MART'S SPECIFICATIONS. 10. OPTIONAL ROLLING SECURITY GRILL DOOR BY McDONALD'S OWNER/OPERATOR. e---- � Q _ 5GT-1 SERVICE COUNTER -TOP. SUPPLIED BY McDONALD'S OWNER/ N ❑ ® ® ® ❑ SINKS - MOP, HAND & 3 COMPARTMENT SINKS ,-� 11. FUR ALL INTERIOR BLOCK WALLS AND FINISH AS DESIGNATED BELOW. w a OPERATOR INSTALLED BY GENERAL CONTRACTOR. ❑ �I ❑ ❑ ® ❑ INSTALL & FINAL CONNECTIONS OF EQUIPMENT (F } --- NEW LOW WALL CONSTRUCTED BY GENERAL CONTRACTOR. 3 5/8" METAL STUDS 12. FLOOR PROTECTION: COVER ALL FLOOR TILES AS SOON AS POSSIBLE AFTER � ROOF TOP EQUIPMENT: @ 16" O.C. TOP OF WALL @5'-0". REFER TO DETAIL l0/MA2 INSTALL WITH CELOTEX TUFF WRAP. ❑ ® ❑ ® ❑ ❑ CONDENSING UNITS DINING SIDE: 15.. 1/2" GYPSUM BOARD TAPED, SANDED WITH PRIMER AND WHITE FINISH 13. CONTRACTOR TO PROVIDE SILICONE SEALANT AT ALL TRANSITIONS BETWEENTL EXTERIOR SIGNAGE: ® ® ❑ ® ❑ ❑ ROOF PENETRATIONS, CHASES &CURBSICY PAINT, FINAL DECOR FINISH BY McDONALD'S OWNER/OPERATOR DISSIMILAR FINISH MATERIALS. _ ❑ ❑ N ❑ ❑ GREASE CONTAINMENT SYSTEM ON THE ROOF KITCHEN SIDE: KEYED NOTES: N F.R.P. OVER 5/8y PLYWOOD.� ICU 48" HIGH INTERNALLY ILLUMINATED WALL LOGO ARCH SIGNAGE & MENU BOARDS: 1 1/2" METAL FURRING OVER EXISTING CMU WALL I � Q > 1 NOT USED y FURNISHED AND INSTALLED BY McDONALD'S OWNER/OPERATOR, ❑ ❑ N ❑ ® ® MENU BOARD, FASCIA SIGNAGE & EXTERIOR SIGNAGE DINING SIDE: 2 PROVIDE 5/8 PLYWOOD THROUGHOUT KITCHEN. 1/2" GYPSUM BOARD TAPED, SANDED WITH PRIMER AND WHITE FINISH v EVERBRITE SIGN COMPANY PH#:1-800-558-3888 � N ❑ ❑ N ❑ ® REQUIRED ELECTRICAL ROUGH -INS &RECEPTACLES PAINT. FINAL DECOR FINISH BY McDONALD'5 OWNER/OPERATOR s SHADED AREA INDICATES FLOOR SLAB BELOW FREEZER TO BE RECESSED J H 1 1 2" HAT CHANNEL METAL FURRING OVER EXISTING CMU WALL.REFER TO 3 9/16°. THIS DEPRESSED SLAB MUST BE LEVEL WITHIN 1/8" TOLERANCE AND BACK-UP SUPPORT FOR ALL SIGNAGE / DEPRESSED EXACTLY 3 9/16 AT FREEZER/COOLER DOOR. REFER TO IIele 0 o 0 (Dole (� o r DETAIL 15/MA2. COORDINATE WITH McDONALD'S FIELD REPRESENTATIVE ' ' w O Q- N PERMITS FOR EXTERIOR SIGNAGE BY OWNER OPERATOR A MIN M STORE FRONT BY G.C. SINGLE C) o ❑ ® ® ❑ ® DINING SIDE: 1/4 TEMPERED GLASS INSTALLED IN LU U ( 1 2" GYPSUM BOARD TAPED, SANDED WITH PRIMER AND WHITE FINISH PANE OR INSULATED AS PER WAL-MART SPECIFICATIONS). PROVIDED SINGLE M c D 0 N A LD' S KEY PLAN � N POO15g8 ® ® ❑ ® ❑ ® WALL PREPARATION FINAL PAINT & FINISHES PAINT. FINAL DECOR FINISH BY Mc00NAL0':'� OWNER/OPERATOR PANEL OF GLASS (NO CENTER MULLION) ON ANGLE WALL BETWEEN MCOONALD S SPACE AND VESTIBULE. " " s G.C. TO PROVIDE 1/2" GYPSUM BOARD TO THE END FACE OF THE LOW WALL METAL STUDS SHALL BE EQUAL TO OR BETTER THAN UNIMAST METAL SYSTEM. �.. BREAK METAL TO MATCH MULLIONS. REFER TO DETAIL 15/MA2' IP t MA1 A fill- EQ. Ck EQ. 8 GE I L I NCG OPEN CEILING GRID ELEV. +REFER ELEY. +REFER TO WALMART TO WALMART ARCHITECTURAL SHT5. � w ARCHITECTURAL 5HT5. OGEILING BULKHEAD a ELEV. + 110'-0" a ELEY . + REFER w -'�� r� ' GE I L I NG ill® 1 11 TO WALMART ARCHITECTURAL 5HT5. 14 BTM. OF VALANCE ELEY. + 106'-&" WINDOW SILL — —I �----� t�-- BTM OF 50FF I T uuu 1 ELEY . + 1 1 O -O Y GIeCY • T 1 v-1 --r FrrM nr- Mt=Ni I RnAt�>o ELEY. + 106'-8" 12 MA2 OPEN TO BEYOND TOP OF TRIM TOP OF COUNTER ELEV. + 104'-0" WINDOW 5ILL ELEY. + 102`-10" ELEY. + 102'-411 ELEV. + 102'-4" FINISHED FLOOR FINISHED FLOOR FINISHED LFLOOR FINISHED FLOOR (6 1 12 Ell E13 6 LH LE]LE 12 6 alip 6 �� O ENTRY L VAT I ON 2 ENTRY ELEVATION 3 5ERV I G COUNTER 4 CART STORAGE �� �� _ � �� MA2 � MA2 1/4"=1 -0 MA2 1 /4 -1 -0 1 /4" =1 ' _0" MA2 1 /411 = 1 ' -0" STD 03/02 DMA2-12 0 0 GE I L I N6 � AB ELEY. + 114'-0" BULKHEAD ELEV. + REFER TO WALMART G ARCHITECTURAL 5HT5 q q GE I L I NG # ELEY. + IIo'-0" BTM . OF 50FF I T ELEV. + 10q'-4" �✓ a q a BTM . OF VALANCE q IOC ELEV. + 1 O6' -8" �5 o <r 5LW, N # TOP OF TRIM LH bls TOP OF TRIM -------------- - _ ELEY. + 104'-0" ----------------------------------------------------- -- - ----------------------------------------------- o---------------------------- ,1 ELEY.-----®_ - + 104'-O" m o TOP OF COUNTER ry ELEV. + 102'-10" 5� p STOVIGE 5TORKU) 9TOWEE F I N I SHED FLOOR 6' KICK M C b RE _Le b' KICK iLA E ' F I N I SHED FLOOR m Q } 3 q D 6 q 3 6 q 3 10 6 Ep 3 10 �ININCLTION V I N I NCELEVATION S RV I G COUNTER LVAT I ON 5 MA2 MA2 1 /4" =1 ' " MA2 1 /4 = 1 -Q 1 /2 = 1 _0 -0" STD 03/02 DMA2-0-i „ 2' -6 1 /2 KEYED NOTES: 11 2'-6" ol CORIAN SERVICE COUNTERTOP 1 MENU BOARD. FURNISHED AND INSTALLED BY McDONALD'S OWNER/OPERATOR 1" 1 ' -5 3/4" WITH G.C. PROVIDED rr"30T 11 THROUGH K.E.S. 12'-1" OF MENU BOARD AND P.O.P. REQUIRED OVER THE 1/4n PRE -BONDED 3/4" PLYWQCID® 6 1 2" FRONT COUNTER. BOTTOM OF MENU BOARD TO BE ALIGNED WITH BOTTOM OF ALL GROUMET HOLES FOR CORDS, / VALANCE AT 6'-8" A.F.F. G.C. TO PROVIDE ALL ROUGH INS AND RECEPTACLES. Q ETC.TO BE DRILLED BY K.E.S. TOP OF TRIM SERVICE COUNTER. REFER TO 7/MA2 EL +105'-07. CHAIR RAIL BY McDONALD'S OWNER/OPERATOR. G.C. TO PROVIDE CHAIR RAIL H �. r_ ®____ __________ _ _ 3 BLOCKING. REFER TO 9 MA3 a i NOTE: cy ix OAK CAP AND TRIM BY G.C. _ / W.M. G.C. TO PROVIDE ELECTRICAL i FINAL DECOR FINISH BY T-o4 > STUB -UP FOR FRONT COUNTER. i McDONALD'S OWNER/OPERATOR /2" 4 RONALD BENCH. FURNISHED AND INSTALLED BY McDONALD'S OWNER/OPERATOR. ® c 4" - MCDONALD S G.C. TO INSTALL G.C. TO PROVIDE 1 /2" FASCIA SIGN, INDIVIDUAL LETTERS WITH TRANSFOMERS TO BE FURNISHED AND » Q m 4 FRONT COUNTER & FINAL 1 ' -i 3/8" 3 5/8 METAL TRACK GYPSUM BOARD PRIMED 5 INSTALLED BY McDONALD'S OWNER/OPERATOR. SUPPLIERS: m y = r ELECTRICAL CONNECTIONS. „ WOOD BLOCKING AS REQUIRED / AND PAINTED. FINAL DECOR EVERBRITE SIGN CO. - 1-800-558-3888, OR c° 5 1 /211 G.C. TO PROVDDt FRP OVER 1/2" FINISH BY McDONALD'S PLASTI-LINE SIGN CO. - 1-800-444-7446, OR w m ' OWNER/OPERATOR YOUNG ELECTRIC SIGN CO. - 1-800-444-3847 o 0 G.C. TO PROVIDE FRP OVER PLYWOOD ON DINING SIDE. NOTE: 5/8" PLYWOOD BOARD WITH FRP ON G.C. TO PROVIDE 1/2" H N DINING 6 VINYL COVE BASE. SUPP. AND INSTAL. BY G.C. YB-1 (REF. TO FIN. SCHED. CHT.-MA1) �' "' C ALL EXPOSED UNDERCOUNTER GYPSUM BOARD. = KITCHEN I APPLY FRP TO KITCHEN SIDE WALLS ON KITCHEN SIDE TAPED AND SANDED G.C. TO PROVIDE 5/8" PLYWOOD ON 3 5/8" - 20 GAUGE METAL i 7 OPTIONAL NEON LOGO ARCH UNIT SUPPLIED AND INSTALLED BY McDONALD'S ° j i = OF ALL UNDERCOUNTER WALLS - - TUDS AT 16n O.C. o ry WITH PRIMER AND C KITCHEN SIDE. PRIME AND PAINT. S OWNER/OPERATOR. ELECTRICAL ROUGH -INS AND RECEPTACLES BY G.C. - L a '-------- WHITE FINISH _ - FINAL DECOR FINISH BY MA3 SUPPLIERS: o PAINT McDONALD'S OWNER OPERATOR. E .F .° _ / EVERBRITE SIGN CO. - 1-800-558-3888, OR o c 5. 0, 2 KITCHEN DINING - = PLASTI-LINE SIGN CO. - 1-800-444-7446, OR u o ° � a 0 a i 3 5 8 METAL TRACKE ° - DINING KITCHEN / 1 2" PLYWOOD C� 5" A.F.F.AN a v, o 358"-20GAUGEMETAL _ �'°�°�� / YOUNG ELECTRIC SIGN CO. - 1-800-444-3847 i STUD AT 16" O.C. QUARRY TILE BASE `n VINYL BASE ( ) 0 ° `� a� � 8 BULKHEAD PT- i REF. TO FIN. SCHED. CHT.-MA1 0 0 ° .3 µ g : o iV i ' STAINLESS STEEL LLLL G.C. IS RESPONSIBLE FOR PREPARATION OF WALL FOR FINAL DECOR. THIS ° I V F C1 C� O o C N 0 COUNTER SUPPORTS BY m '� ry ; KITCHEN SUPPLIER 1 I MA3 INCLUDES GYPSUM BOARD TO BE TAPED AND SANDED WITH PRIMER AND ", o 0 N » - i - MA3 MITEFIINISS PAINT. McDONALD'S OWNER/OPERATOR IS RESPONSIBLE FOR o o o Z) -�' � °'' r MA2 � ; ) r' DECO O ���oC000 E i 1/2 PLYWOOD ", N �, �, w AT 5" A.F.F. = 1 O G.C. TO PRIME DOOR. FINAL DECOR FINISH BY McDONALD'S OWNER/OPERATOR. .� w In QUARRY TILE BASE o ,---- VINYL BASE 1 1 1/4" SINGLE PANEL TEMPERED GLASS (NO CENTER MULLION) ON ANGLE WALL . a a ° E �V ' BETWEEN McDONALD S AND VESTIBULE. - C N � N 1 0 L®ON HALL PETA I � E 2 1/4" TEMPERED GLASS INSTALLED IN ALUMINUM STORE FRONT BY G.C. � a o o � j MA2 r-------- GOUN RTOF SECTION MA2 BETWEEN McDONALD S AND VESTIBULE. (SINGLE PANE OR INSULATED AS o o o 2 DMA2-14 ` ` ° MA2 1 1/2 " = 1 ' - 0 " STD 03/02 DMA2-08 1 1 / 2 " = 1 -O " PER WAL-MART SPECIFICATIONS) o ` ° U a� N _ ]14 BULKHEAD. REFER TO 13/MA2 3 c o c W p ; �.r_ SERVICE COUNTER -TOP. SUPPLIED BY McDONALD'S OWNER/ PREVIEW MENU BOARD. FURNISHED & INSTALLED BY McDONALD'S OWNER/OPERATOR a o o ° o o OPERATOR INSTALLED BY GENERAL CONTRACTOR. THROUGH K.E.S. G.C. TO PROVIDE ALL ROUGH -INS AND RECEPTACLES. o N o a lL o O�_O O� O CONTINUE STUDS TO DECK- o V) cn ' USE CAPTURE TRACK ® o O ° o o L N 0 0 m 1 -8 5/4"3 -O �ol o0.0cv)'T�o p STOREFRONT MULLION SYSTEM. REFER TO SEALANT cV WAL*MART ARCHITECTURAL SHEETS ANODIZED ALUMINUM BREAL METAL �t i ; Q, a m 8 N TO MATCH MULLIONS. G.C. TO ; " t° 4 Q) u0) O ELIMINATE SHARP EDGES-------- = x 6 1/2 CEILING w O N S' N ------ TOP OF TRIM 1/2" GYPSUM BOARD EL +114'-0". Q N TOP OF MASONRY u�i 2x PRESSURE TREATED EL. = REFER TO W000 BLOCKING WAL*MART 3 5/8 METAL STUDS ®16 O.C. 'v � n N ARCHITECTURAL SHTS. �� WOAD CAP AND TRIM BY G.C. SALES DINING AREA i �"� FINAL DECOR FINISH BY McDONALD'S g G.C. TO PROVIDE 1/2" 1/2" OWNER,/OPERATOR A REFER TO WAL*MART $" C.M.U. REFER TO WAL*MART I COUNTER PLAN , GYPSUM BOARD PRIMED 3 5/8' METAL TRACK 5/8" PLYWOOD ' 0 DMA2-06 AND PAINTED. FINAL DECOR CEILING AS SCHEDULED DRAWINGS FOR ALL DRAWINGS FOR SPECIFICATIONS MA2 112 " = 1 ' -0FINISH BY McDONALD'S WOOD BLOCKING AS REQUIRED G.C. TO PROVID" i NOTE: �- FINISHES O G.C. TO PROVIDE i/2"� ���� ���� OWNER/OPERATOR �" - 6" METAL STUD GYPSUM OARDEPR MED ANCHOR AT END WALLS TO 2 STUDS Q 3 5/„ 24 GAUGE METAL STUDS (ONE FOR EACH JOIST) WITH 4 SCREWS Q t/1 GYPSUM BOARD PRIMED AT AND PAINTED. FINAL DECOR E AND PAINTED. FINAL DECOR APPLIED DIRECTLY FROM JOIST WEB U FINISH BY McDONALO'S DINING CART STORAGE FlNISH BY McDQNALD'S TO STUD WEB. iL O `) / OWNER/OPERATOR 1/2" GYPSUM BOARD OWNER/OPERATOR 8 G.C. TO PROVIDE 1 /2- PLYWOOD ON LL I CART STORAGE SIDE PRIME AND PAINT. BULKHEAD G.C. TO PROVIDE 1/2" GYPSUM BOARD ON N WAL*MART McDONALD'S MA3 FINAL DECOR FINISH BY McDONALD'S EL.= REFER TO WAL-MART 1 /2 PLYWOOD SUBSTRATE. PRIMED AND N SALES DINING SIM. METAL EDGE BEAD OWNER/OPERATOR. ARCHITECTURAL SHEETSly PAINTED. FINAL DECOR FINISH BY N 1/2" PLYWOOD ®5" A.F.F. 3 5 8" METAL TRACK CEILING McDONALD'S OWNER/OPERATOR. / EL +110 -0". W / VINYL BASE "' VINYL BASE Z a QNQ G.C. TO PROVIDE FRP W " " SERVICEOVER 5/8" PLYWOOD DINING (LI F- 1/2 PLYWOOD 0 5 A.F.F. COUNTER146, ~ d VINYL BASE BULKHEAD " R _ N j o r EL +109 4. 5 I w 0 0- .. 1 NOT USA 12 L_OW 1®!� D T1� I Ly 13 BULKHEAD @ D I N I NCB 14 SERVICE COUNTER 5O I T � � N cn 11 _ I _ ll �� _ 1 _ �' DMA2-Oq MA2 1 1 / 2 " = 1 ' -0'l DMA2-10 Poo 15g8 15 1NAL®L. 5 OT I ON @ I NVOW MA2 MA2 1 1/ 2 -1 O DMA2 -13 MA2 1 1/ 2 1 0 � p MA2 1 112 -1 -0 DMA2 16 A:2 1 INT. ELEY./DET. / » Of Of of of lel Ll CiI `D M NEOPRENE TAPE GASKET TO NEOPRENE TAPE GASKET TO BE FURNISHED BY FAN BE FURNISHED BY FAN 8' -oil MANUFACTURER MANUFACTURER OUT TO OUT ROOF CURB EXHAUST FAN HOUSING EXHAUST FAN HOUSING CONDENSER LEG -PROVIDE CONDENSER LEG -PROVIDE t ' - " O 6 -O t O 01 MANUFACTURED METAL CURB MANUFACTURED METAL CURB (2) 3/8" LAG BOLTS WITH NEOPRENE WASHERS (2) 3/8" LAG BOLTS WITH NEOPRENE WASHERS = r ®® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ®.� WATERPROOFING MEMBRANE 20 GA GALV METAL CAP —� 20 GA GALV METAL CAP ROOF CURB WATERPROOFING MEMBRANE SET CONDENSER LEG IN MASTIC NE MADENSER LEG INSULATION ROOF CURB WATERPROOFING MEMBRANE WATERPROOFING MEMBRANE STI WATERPROOF COVER BOX FOR INSULATION (2) LAYERS OF 3/4" WATERPROOFING MEMBRANE `D REFRIGERATION LINE _ WATERPROOF COVER BOX FOR PLYWOOD TOP IN -SEAM SEALANT (2) LAYERS OF 3/4" ( Q PENETRATION. SEAL WATERTIGHT. REFRIGERATION LINE PENETRATION. SEAL WATERTIGHT. ANCHOR TO TOP OF CURB SPLICING CEMENT PLYWOOD TOP L FLASHING MEMBRANE r IN -SEAM SEALANT — LAP SEALANT ANCHOR TO TOP OF CURB ROOF CURB INSULATION ( CONDENSER NOT SHOWN GALV METAL CAP FIBER CANT SET IN HOT ASPHALT 3" SPLICING CEMENTROOFING RO FING M ( FOR CLARITY. INFO: i GREASE CONTAINMENT SYSTEM BY G.C. PER LAP SEALANT MANUFACTURED METAL CURB �s EXISTING STRUCTURE (CONDENSER WIDTH: 44 " 4 5 WAL-MART'S SPECIFICATIONS i LENGTH: 72" MA3 MA3 ROOFING GREASE CONTAINMENT SYSTEM BY G.C. PER WAL-MRT'S SPECIFICATIONS EXISTING STRUCTURE MANUFACTURED METAL CURB --�� I �I I HEIGHT: 39-1/4"11111111111H11111111 I F ROOF INSULATION WEIGHT: 825 LBS. L®__®_®®_®®®® ®_®®®®®® J MANUFACTURED n EXISTING ROOF METAL CURB BELOW ROOF CURB DETAIL 2 ROOF CURB DETAIL. REMOTE OOND N5 R OUR5 4 REMOTE CONY N5 R CURB 5 REMOTE GOND N5ER 5UPPORTOU o I - ' - " MA3 1 1 / 2 " 1 0 — DMA3-04 �' — _ " DMA3 -O l MA3 1 112 —1 0 MA3 1 1 / 2 " —1 ' — 0 " DMA3-01 — " — " DMA3 -03 MA3 1 1 /2 1 0 — — MA3 3/4" —1 ' —Q" DMA3-05 — O CHAIR RAIL BY McDONALD'S OWNER/OPERATOR CONTINUE STUD TO METAL DECK USE CAPTURE TRACK PLAN AT CHAIR RAIL END DINING O o 1/2" GYPSUM BOARD G.C. TO PROVIDE 1/2" BOTTOM OF CEILING GYPSUM BOARD. BOTTOM OF CEILING WALL COVERING EL. +110'-0". JJL� FINISH PER WAL-MARTS EL +110'-0 . SPECIFICATIONS �g 6" VINYL BASF: ABOVE CHAIR RAIL BY TOP OF BLOCKING McDONALD'S OWNER/OPERATOR (TYPICAL IN DINING) EL +104'-1". TOP OF CHAIR RAIL mK CEILING AS SCHEDULED 6" METAL STUDS 0 16" O.C. TIED TO - EL. +104'-0". STRUCUTRE ABOVE 1/2" PLYWOOD TO 5 A.F.F. 1 X4 OAK CHAIR RAIL BY McDONALD'S OWNER/OPERATOR 20 G. STEEL STUDS 016" O.C. G.C. TO PROVIDE 1/2" GYPSUM BOARD G.C. TO PROVIDE 2x6 VERIFY SIZE WITH WALL PRIMED AND PAINT. FINAL DECOR FINISH BLOCKING FOR CHAIR RAIL SCHEDULE ON SHEET Al. BY McDONALD'S OWNER/OPERATOR F.R.P. OR LAMINATE Z 1/2" GYPSUM BOARD BELOW CHAIR RAIL BY J ON DINING SIDE ONLY. McDONALD'S OWNER/OPERATOR ,-. SECTION Lu op VERIFY WALL THICKNESS 8 A5E DETA I La (P I N I N6) q CHAIR RAIL DETAIL. C� WITH SHEET Al o o � '® o O N � Ln o L ® a I} MA3 _ _ 3 _ j _0 DMA3-08 MA3 3 - j -0 DMA3-10 KITCHEN J N DINING Q 5ER 5UPPORTGURB S, z REMOTE GONDEN 10 --� e TOP OF BLOCKING WAL_ti''?� CART STORAGE MA3 1 1 /2" =1 ' —0" DMA3-05 [s> �`y N w EL +104 -1 . > i S TOP OF CHAIR RAIL TOP OF PLYWOOD TO BE EL. +104'-1". ALIGNED W/LOW WALL EL. +114'-0". 6" MTL STUDS 0 16" O.C. 1 X4 OAK CHAIR RAIL BY McDONALD'S Q OWNER/OPERATOR G.C. TO PROVIDE 2x6 BLOCKING 20 G.C. TO PROVIDE 1/2" G.C. TO PROVIDE 1/2" PLYWOOD 04'-0". 3 5/8" - 16" O.C. TIED TO GAUGE METAL N QUARRY TILE GYPSUM BOARD. PRIMED AND PAINT. FINAL DECOR FINISH KITCHEN STUDS AT1® v FLOOR &BASE. FINISH PER WAL-MART'S BY McDONALD'S OWNER/OPERATOR STRUCTURE ABOVE + O c ct '3 N 5/8" PLYWOOD SPECIFICATIONS + + Q o " PLYWOOD qPP WOOD BLOCKING AS REQUIRED 5/8�oVINYL BASE OVER o 1/2" PLYWOOD BOARDVINYL BASE OVER 1/2" PLYWOOD m. 16 GA. STEEL CHANNEL WITH 2x NON-COMBUSTIBLE 6" QUARRY TILE BASE CONTINUE STUDS TO DECK- O WOOD BLOCKING 6" METAL TRACK (TYPICAL IN KITCHEN) USE CAPTURE TRACK VINYL COMPOSITION TILE VINYL COMPOSITION TILE 6" QUARRY TILE + + o (TYPICAL IN KITCHEN) + 3 5/8" - 20 GAUGE METAL 3 °' 0 8 3 5/8- METAL CROSS BRACING " o •i■■® ��Eovio / " STUDS AT O.C. U 0L�N�oc� MA3 @ 4'-0 O.C. TIED TO STRUCTURE ABOVE CEILING CEILING N ` - I_ o u . Q EL +110'-0". EL +110'-0". -a o o 0 O � o L N O O O O 6_ 0 0 0 0 U 3 0 C 0 U O U 0 O C 0 m KITCHEN SERVICE � L ` � - � o N ,• COUNTER o O G.C. TO PROVIDE 1/2" GYPSUM G.C. TO PROVIDE FRP OVER O ° o � o 0 0 m BOARD PRIMED AND PAINTED. 5/8" PLYWOOD s o 8 FINAL DECOR FNISH BY w cY McDONALD'S OWNER/OPERATOR ® o o N ° ( E o=moo•- FUTURE MENU BOARD, SUPPLIED AND V) o .o ° .T o �j ��.� S OT I ON NAL�•Lo 5 CT I ON � j 5 DETAIL (K I TC HEN) + INSTALLED BY McDONALDS o � � .- o � + + OWNER/OPERATOR THROUGH K.E.S. o Q o N+: o U U v N c MA3 1 112 " =1 ' —0 ° DMA3-06 MA3 1 112 ' —0 " DMA3-o7 MA3 3 " -1 ' —Q DMA3-Oq O DINING KITCHEN ® N .3 o OVERHEAD SHELVING AT 7'-6" A.F.F. o .3 3 5/8" METAL CROSS BRACING ': 3 �_ a) N CLIP METAL STUD, FOLD BACK, ® 0 T o o N AND SCREW OVERLAPPED WEBS COOLER COMPARTMENT FARE=ER COMPARTMENT + o o o m TOGETHER. SECURE TO UNDERSIDE ROOFYING SYSTEM. REFER TO D NINC� A 2„ FREEZER C,pMPARTMENT o a Ql OF METAL DECK. WAL-MART DRAWINGS 3 5/8" - 20 GAUGE METAL + + r� 0- °' a `o ° N FREEZER DOOR V I NYL SWEEP STUDS AT 2016" O.C. tVMIN. FREEZER PANEL 3 5/8" METAL TRACK (2 AT TOP QUARRY TILE FLOOR 4 OAK TRANS I T I ON AND 1 AT THE BOTTOM N BASE OVER MORTAR STRIP ® FREEZER QUARRY TILE ) } Q m N mi BED- SEE SHEET Al DOOR TYP. WALL GONST. - �-� m Q w J CD N O FLOATING SLAB. CEILING CEILING p TYP. FOUNDA-rIoN FLOATING SLAB TYP. FLOOR SLAB N �i SEE STRUCTURAL " BULKHEAD �p SEE STRUCT. DN1G5, SEE STRUCTURAL EL +110 -0 . EL " ® 0 1t1 r VAPOR BARRIER 6 M I L EL. +106 -8 . \ o PROVODE CAPTURE TRACK 6 MIL ON GRAVEL FILL. ATM. BULKHEAD G.C. TO PROVIDE 5/8" 2 - 6" X 16 GA. METAL JOISTS <V 1 SECURED TO UNDERSIDE OF DECK. VAPOR BARRIER POLYETHYLENE POLYETHYLENE " - PLYWOOD ON KITCHEN CONTINUOUS TO END WALLS 1 ON GRAVEL F r LL . VAPOR RETARDER EL. +109 -8 . VAPOR RETARDER W/TAPED JOINTS SIDE. PRIME AND PAINT. 1 W/TAPED JOINTS p BTM. BULKHEAD _ FINAL DECOR FINISH BY NOTE: p 3 5/8" 20 GA. METAL STUD STEEL JOIST. REFER TO VIAL -MART 4 i ° = a Q i a = EL. +109'-4". LOWNER/ANCHOR AT END WALLS TO 2 STUDS (ONE FOR EACH JOIST) WITH 4 McDONALD'S / � cv � cv OPERATOR. z BRACING @ 5'-4" O.C. DRAWINGS a , B a SCREWS APPLIED DIRECTLY FROM JOIST WEB TO STUD WEB. �- Q ALTERNATE STUDS ++ a a _ a a i a s 4 a s 4 3 5/8" METAL TRACK 2'-7" / GYPSUM BOARD TO EPRIMED N + ai o N ry of a a N N C) � � � � � CEILING AS SCHEDULED U- (4) #12 TEK SCREWS (TYP.) AB O �\ . a i O �� - a . . i AND PAINTED. FINAL w 6 o o �\ _ �y o o i = N DECOR FINISH BY CEILING a a `4 �` a a �t ' `9 McDONALD'S OWNER/ C KITCHEN AREA - -10'� � � ' EL. e + 11O -0 ' � � � -' OPERATOR. a. = 2 PRESSURE CEILING DINING AREA 2 PRESSURE i ° m TREATED SLEEPERS EL m + 110 -0 - - TREATED SLEEPERS i a a .. ,� = W/SHIM . POWER VA/5H I M. POWER i ° ° a a m FASTENED 4'-0" 1 o ° a �,� m N 1/2" GYPSUM BOARD TO Lu FASTENED 4' -O"------------------------ a ----- O.G. (TYP.)---------------------------- -- �1 I— as 5/8" PLYWOOD UNDERSIDE OF DECK 000000 0 0 0 o O Oo o o 000 0 W / O.G. (TYP.)O O EXTRUDED O o" O O EXTRUDED CONTINUOUS METAL TRACK 6" OR 3 5/8" 20 GA. METAL o0 8 O o POLYSTYRENE RIGID 0 o POLYSTYRENE RIGID ►� STUD WALL 2' -O ° INSULATION 21 -O" oo INSULATION #12 TEK SCREW (TYP.) 1" MINIMUM EMBEDMENT i r i VAPOR BARRIER VAPOR BARRIER N lU o 0 ON GRAVEL FILL "` _, r� f �V ON GRAVEL FILL w ® R N m (V FREEZER DO® DETA I Lo SEO�i' I ON ® % I NT 1NALal. � 2 I T �',� I � SERY I GE COUNTER5®FF I T � ®� N HILT] X-DNI POWDER ACTUATED 15 16 13 SLAB— 2 MA3 1 1 / 2 " =1 ' — 0 " DMA3 —12 MA3 1 1 / 2 " - 1 ' - 0 " DMA3 -13L Poo t Sq8 FASTENER ®16" O.C. (TYP.) MA3 1 112 " =1 ' —0 " SLAB-1 MA3 1 112 " =1 ' — 0 " � 4 NAL.Ls 5ECT I ON ® Y I NDO � MA3 3/4 —1 —Q DMA3 SECT I ONS/DETAIL 5 5" 5" o i-------------------------------------------------i I I 1 CONDENSER NOT SHOWN � FOR CLARITY. CONDENSER INFO: el WIDTH: 37-3/4" LENGTH: 28-1 /4" HEIGHT: 17-1/4" WEIGHT: ??? LBS. GALV METAL CAP 4 3 MA3 MA3 L-----------_.—----------------------------------j MANUFACTURED METAL CURB BELOW THE ELEGTRICIAN SHALL COMPLETE THE BELOW GHECKLIST TO VERIFY GOMPLIANGE WITH MGDONALD'5 5PEGIFIOAT IONS. V I SUALL.Y I NSPEGT THE MA I N EL.EGTR I GAL PANEL ( MVP) no IN THE MAIN P ❑ 1. I5 AN EQUIPMENT GROUND_ BAR INSTALLED SUCH THAT IT 19 ELECTRICALLY CONNECTED TO THE PANEL? ❑ 2. DO ALL NEUTRAL 0ONDU0T0R5 TERMINATE ONLY TO THE NEUTRAL BAR? ❑ 3. DO ALL EQUIPMENT 6ROUND CONDUCTORS TERMINATE ONLY TO THE EQUIPMENT &ROUND BAR? ❑ 4. DOE-5 THE ISOLATED &ROUND CONDUCTOR (GREEN W/YELLOW STRIP) TERMINATE ON THE EQUIPMENT 6,ROUNP BAR? ❑ 7. IS A SURGE PROTECTOR INSTALLED THAT COMPLIES WITH MGDONALD'S "TVSS INSTALLATION GUIDE' OR DETAIL? ❑ 6. ARE ALL ELEGTRIGAL CONNECTIONS (WIRING45U5IN6) PROPERLY TIGH` ❑ q. ARE ALL CIRCUIT BREAKERS CLEARLY LABELED? V VISUALLY INSPECT THE EL.EGTRICAL PANEL THAT PaeRS POS yes no IN THE P0!� SUBPANEL (APE-2 OE CP)f ❑ ❑ 1. IS AN EQUIPMENT GROUND BAR INSTALLED SUCH THAT IT IS ELECTRICALLY OONNEC`IED TO THE PANEL? ❑ ❑ 2. I5 AN ISOLATED 6RCAJN-12 INSTALLED SUCH THAT IT IS ELECTRICALLY INSULATED FROM THE PANEL? ❑ ❑ 3. DO ALL NEUTRAL CONDUCTORS TERMINATE ONLY TO THE NEUTRAL BAR? ❑ ❑ 4. DO ALL EQUIPMENT &ROUND CONDUCTORS TERMINATE ONLY TO THE EQUIPMENT GROUND ❑ ❑ 5. DO ALL ISOLATED &W- IND CONDUCTORS (GREEN W/YELLOW STRIP) TERMINATE ONLY TO T-1E ISOLATED GROUND BAR? ❑ ❑ 6. ARE ALL ELEGTRIGAL ';ONNEGTIONS (WIRIN63BU5IN&) PROPERLY TIGHTENED? ❑ ❑ -t. ARE ALL P05 CIRCUIT BREAKERS ON THE SAME PHASE? ❑ ❑ 6. ARE ALL G I RCU I T E)F?—PA-KERS CLEARLY LABELED? ❑ ❑ q. DO ALL POS CIRCUIT BREAKERS HAVE A LOCKING MECHANISM ON THEIR HANDLES TO PREVENT THEM FROM BEING SHUT OFF BY MISTAKE? ❑ ❑ IO. DOES THE FEEDER CIRCUIT FOR THI5 5U5PANEL CONTAIN PHASE, NEUTRAL ONE EQUIPMENT 6ROUND AND ONE ISOLATED 6ROUND CONDUCTORS THAT ARE PROPERLY TERMINATED? (SEE PO5 ISO 6ND/DED CKT DETAIL) VISUALLY INSPECT THE REMAININ6 ELEGTRIGAL 5UBPANELS yes no IN THE R�iAIN[N6 SU _ LSs ❑ ❑ 1, IS AN EQUIPMENT GROUND BAR INSTALLED SUCH THAT IT IS ELECTRICALLY GONN15✓Tf=D TO THE PAb EL? ❑ ❑ 2. DO ALL NEUTRAL CONDUCTORS TERMINATE ONLY TO THE NEUTRAL BAR? ❑ ❑ 3. DO ALL EQUIPMENT GROUND CONDUCTORS TERMINATE ONLY TO THE EGbU I PMENT GROUND BAR? ❑ ❑ 4. ARE ALL ELEGTRIGAL GONNEGTIONS (WIRIN63BUSIN6) PROPERLY TIGHTENED? ❑ ❑ 5. ARE ALL CIRCUIT BREAKERS CLEARLY LABELED? ❑ ❑ 6. DOES THE FEEDER CIRCUIT FOR THIS 5U13PANEL CONTAIN PHASE, NEUTRAL AND ONE EQUIPMENT GROUND CONDUCTORS THAT ARE PROPERLY TERMINATED? 0 m © VISUALLY IN5PEGT THE P0.5 BRANCH CIRCUITS r yes no IN THE POS BRANCH GI RCAJ ITS: m0 ❑ ❑ 1. ARE THE POS BRANCH CIRCUITS ROUTED IN THEIR OWN CONDUIT BY 4 THEM5ELVE5? tV 1 ❑ ❑ 2. IF THE POS BRANCH CIRCUIT IS ROUTED ABOVE &RAVE, I5 IT IN A METALLIC CONDUIT? i tI1 ❑ ❑ 3. DOES EACH POS BRANCH CIRCUIT CONTAIN: o ONE PHASE (BLACK COLORED IN5ULTATION) ONE NEUTRAL (N-1 I `-E COLORED I N5ULTAT I ON) ONE EQUIPMENT GROUND (GREEN COLORED INSULTATION) ® ONE ISOLATED GROUND (GREEN W/YELLON STRIP COLORED INSULTATION) > ❑ ❑ 4. DO ALL P05 BRANCH GIRGUITS TERMINATE AT EITHER AN I64'700, W I64110, I65262 RECEPTACLES OR ANY COMBINATION OF THESE? ❑ ❑ 5. ARE ALL ELECTRICAL TERMINATIONS TO I6 RECEPTACLES MADE WITH SOLID #12 AW6 WIRE CAPTURED AROUND THE SCREW BARREL AND / SUITABLY TIGHTENED? 0 ❑ ❑ 6. ARE ALL BRANCH CIRCUIT CONNECTIONS PROPERLY TIGHTENED? � I ❑ ❑ 'i. ARE THE CORRECT AMOUNT AND TYPE OF I6 RECEPTACLES PROVIDED AS (V 5HOWN IN THE ELECTRICAL ROUGH -IN PLAN, NOTES AND INFORMATION? ❑ ❑ 6. DO ALL P05 RECEPTACLES HAVE ORANGE "COMPUTER. ONLY" COVERPLATES? Ip ❑ ❑ q. DO ALL POS BRANCH CIRCUITS COMPLY WITH THE "DOS b GOD ISOLATED I GROUND/DEVICATED CIRCUIT DETAIL? O I 1.0 I g Iz 4 c� / IL N z o~c REWORK ELEGTRIGAL ARE 6LL NO SYSTEM TO BRING qQ) BOXES GI-fECKE® I NTO GOMPL I ANGE YES• ? WITH MCDONALD'S W SPECIFICATIONS / U YES THE PURPOSE OF THIS DRAWINCB IS TO PROVIDE A GHEGKLIST AND VISUAL CCUIDE SO THE INSTALLINCB ELEGTRIGIAN GAN VERIFY HIS WORK IS IN GOMPLIANGE NlITH MGPONALP'S SPEDIEIGATIONS THAT ARE GRITIGAL TO THE PROPER EUNGTIONIN6 OF OUR POINT OF SALE (POS) GOMPUTER SYSTEMS. F'OS ELEGTRIGAL RISER P I A6RAM THIS RISER DIAGRAM SHOWS THE ELECTRICAL ROUGH —INS REQUIRED FOR A TYPIGAL (NON—COMPRI5) POINT OF SALE (P05) 5Y5TEM IN A FREE 5TANDIN6 2 BOOTH RESTAURANT. VERIFY ALL POS ROU6H—IN5 AND MOUNTING HEIGHTS WITH THE ELEGTRIGAL ROUGH —IN PLAN, NOTES AND INFORMATION DRAWINGS. ELEGTR I C I AN, YOUR !^CORK IS NOT GON5IDERED AS MEETIN6 MGDONALD'S SPEGIFIGATION5 UNTIL THE INSTALLED ELEGTRIGAL SYSTEM SUPPORTS A "YES" ANSWER FOR ALL QUESTIONS ASKED. AS PART OF THIS PROCESS, THE ELEGTRIGIAN AND THE GENERAL GONTRAGTOR WILL BE REQUIRED TO SIGN AN ELEGTRIGAL GERTIFIGATION DOGUMENT INDIGATIN6 THAT THE INSTALLED ELEGTRIGAL S'(STEM MEETS MGDONALD'S SPEGIFIGATIONS. DO NOT 5I6N THE ELEGTRIGAL GERTIFIGATE UNTIL THE INSTALLED ELEGTRIGAL SYSTEM SUPPORTS A "YES" ANSWER FOR ALL QUESTIONS ASKED. I►7 ANY GHAN6E5 MADE TO THE POS ELEGTRIGAL SYSTEM AFTER THE GERTIFIGATION PROCESS HAS BEEN GOMPLETED SHALL REQUIRE SYSTEM RE—GERTIFIGATION. GHAN6E5 SHALL NOT BE MADE: TO THE POS ELEGTRIGAL SYSTEEM AFTER THE POS EQUIPMENT HAS BEEN INSTALLED WITHOUT FIRST NOTIFYIN6 THE P05 VENDOR. EL5e,TRICAL PANEL THAT POKERS POS BRAHGH CLRGUITS (TYPICALLY AP-2 OR CP) ABOVE KITCHEN PREP LINE O LAPOVE HLZ TABLE O UNDER FRONT COUNTER Y � J O 0 o U Q 't t� d I} � R _C V p i CC Lou G i» z B m m � ro o,Z O g Li. IL V N O C o a? ° @0 0 3 ai v O 0- ■� O O i O d U 0 L NQ� L Cc:L a t Y rn ='0�c� a L N O 0 0 �° ° �a o 0 0+'3�cc a V O° O C .0-1 O O O 0 V o o° 0 0 Q 0 ® •� p c o .N a� p N O — N Lo O V,� o ..+ p L N V N O occ V� co ° O N° V E U •3 .0 C — A O'o V V O O 0 t "= O N L O a y U N ° o0a�oa�o_„ •L> O ° O i L � � � U � N L 2,} 7 c a s° V 0 0 ® °' v c c N a o 11 o o�. o 0 0 0 ° ° L� a �0 0 NV oa c 3 0 o (0, ,, o N IL c °+ L O V O N g 0 p O 0 i� O p ate' n.v� Q''Ir ° mN �O Iup Ln N n m t� O O N i N CL N N [Y.� N� < y— L ° d J Z WCk _ Nul °o '" cv r1 Q) � $ POOI598 �i ELEG CHECKLIST NO . L PB = Pullbox VIF = Verify to Fteld JB = Junction Box EC, = Electrfoal Contractor ELECTR I CAL SCHEDULE TA6 # QTY DESCRIPTION VOLT/PH FLA BRK SIZE COND/WIRE PNL/GCT 004.08EI 1 MEW130AW - 1' POP MODULE 120/1 0.7 SEE WKS 1/2"C-2#12 LFS-2.1 004.OgEI I MENUBOARD - 2' POP MODULE 120/1 1.5 SEE RMK5 1/2"0-2#12 LF9-2sl 004.10E-1 1 MENUBOARD - 3' MENU MODULE 120/1 2.1 SEE RMKS 1/2"0-2#12 LFS-2:1 004.I1E1 I MENUBOARP - 6' CENTER EVM AND H-POP 120/1 3.67 5M RMK5 1/2"C-2#12 LF5-2:1 MODULE 021.05E1 i COFFEE BREWER - SOFT HEAT - SINGLE 120-208/l 17.8 20A 1/2"6-3#12 LFS-1:(4,6) SEE RMKS 023.04E1 I COFFEE SERVER DOCKING STATION - 120/1 1.5 20A 1/2"6-2#12 LF5-2s2 SOFT HEAT - DUAL 5EE WKS 02q.01Ei 1 SODA TOWER - GOLD PLATE - 120/1 2.0 20A 1/2"C-2#12 LFS-2:4 8 VALVE - LEVER CONTROL SEE RMKS 033.03E1 1 50DA SYSTEM PAGKA6E B.I.B. 120/1 6.0 20A 1/2"C-2#12 LF5-2.6 (COUNTER ELECTRIC, - 1 TOWER) 033.03E-2 1 SODA SYSTEM PAGKA6E B.I.B. 120/1 6.0 20A 1/2"G-2#12 LF5-2:8 (COUNTER ELEGTRIG - 1 TOWER) 03q.01E1 1 ICE MACHINE - 700 LB. 208/3 15.0 20A 1/2'0-3#12 LFS-1:(20,22,24) 03q.01E2 1 ICE MACHINE - 700 LB. - - - - - 041.00E1 1 ICE MACHINE REMOTE CONDENSER - 205/1 2.6 20A 1/2"6-2#12 LFS-2:(36,40) 100 LB. SEE RMK5 041.00E2 I ICE MACHINE REMOTE CONDENSER - - - - 700 LB. 043.14E1 1 HEATED LANDING ZONE 208/1 11.0 20A i/2"C-2#12 LF-5-2:(34,36) 061.01E1 I FRY BA66IN6 STATION 27" 120/i 12.5 20A 1/2"C-2#12 LF5-2:10 065.04E1 I 3-VAT FRYER - ELECTRIC - F/F/5 208/3 3q,0 (5) 60A 1'0-3#6 LF5-1:(13,15,I7) EA. VAT EA, VAT (lq,21,23) (25,27,2q) 07q.14E1 I UNIVERSAL EXHAUST HOOD (L.H.) 120/1 13.0, (2)20A-IP 1/2"C-2#12EA LF-5-1:1,3 ELEC FULL-CLAM/4-VAT FRYER 7.0 085.02E1 1 FRENCH FRY DISPENSER - LOW VOLUME 120/1 0.5 20A 1/2"C-2#12 LFS-2s27 Og6.03E1 1 36' GL.AMSHELL 6RILL - ELEGTRIG 208/3 26.0 (2)50A 1-i12"G- LFS-1:(8,10,12) EA.SIDE 6#4EA (14,16,18) Og7.OIE1 1 MEAT FREEZER - DOUBLE WIDE 120/1 6.7 20A I/2"0-2#12 LF5-2:2q Il6.lOE1 2 UNIVERSAL HOLDIN6 CABINET - 1-SIDED 206/1 15.0 20A 1/2"0-2#12 LFS-2s(33,35) - PIN 4 SLEEVE 117.1OE1 1 UHG TABLE - 1 SIDED - 32"DP, 120/1 2.0 20A 1/2"C-2#12 LF5-2:13 LEFT HAND -TWIST-LOCK 118,OOE1 1 0'IN6 OVEN - PIN 4 SLEEVE 206/1 101.2 20A EA. 1/2"C-2#12 LF5-2:(37,34) EA. 122,10El I VERTICAL BUN TOASTER - PIN 4 SLEEVE 208/1 20.2 30A 1/2"6- LF5-is(q,11) 2#10 EA 122.14E1 i CONVEYOR TOASTER - PIN 4 SLEEVE 205/1 22.2 30A 1/2"6-2#10 LFS-is(5,7) 123.12E1 1 PREP TABLE - WY - 1-5IPEP - 30"DP. I20/1 2.0 20A 1/2"0-2#12 LF5-2s15 - RI6HT HAND - TW[5T LOOK 131.00E1 1 BISCUIT OVEN 208/3 21.6 30A 1/2"0-3#10 LF5-1(31,33,35) 163.02E1 1 REMOTE ANSUL PULL - - - - 171,03E-1 1 WALK-IN COOLER / FREEZER 120/1 10.00 20A 1/2"C-2#12 LF5-2si4,16 WITH FREEZER FLOOR EA 171.03E2 i WALK-IN COOLER / FREEZER - - - - WITH FREEZER FLOOR I74,02E1 1 REMOTE CONDENSING UNIT 208-230/3 30.2 40A 5/4"0-3#8 LFS-is(32,34,36) 174.02E-2 I REMOTE CONDEN5IN6 UNIT LOW VOLT - - - - WIRE5 1-15.1OE1 1 COOLER EVAPORATOR - AIR-COOLED 208-230/1 - 20A 1/2"C-2#12 PWR BY MAC, UNIT SEE RMKS 1-15.1OE2 1 COOLER EVAPORATOR - AIR-COOLED LOW VOLT - - - - WIRES 176.17E1 1 FREEZER EVAPORATOR - AIR-COOLED 208-230/1 - 20A 1/2"6-2#12 fzHR BY MAC UNIT (SEE SEE RMK5 NOTE 11) 1-16.17E2 I FREEZER EVAPORATOR - AIR-COOLED LOW VOLT - - - - WIRES 1714.00EI 1 REFRI6ERATOR - UNDERCOUNTER 120/1 3.0 20A 1/2"0-2#12 LFS-2:1q 182.00E1 1 FREEZER - WORK TOP -• 27" WIDE 120/1 6.0 20A 1/2"0-2#12 LF9-2:21 205.01E1 i HEAT TREAT SOFT SERVE - SINGLE 205/5 21.0 30A 1/2"6-3#10 LF5-1:(26,28,30) _ BARREL 205.02E-1 1 ICEE MACHINE - TWIST LOCK 205-230/1 22.0 30A 1/2"0-2#10 LFS-1:(38,40) 207.0IE1 1 BLENDER - MCFLURRY - WALL MOUNT 120/1 2.6 20A 1/2"C-2#12 LF5-2:23 214.00EI I GREW VIDEO 120/1 SEE 20A 1/2"6-2#12 LFS-2:20 RMKS 215.00E1 2 POS PC HARDWARE - FRONT COUNTER 120/1 1.3 EA, 20A PWR 1/2"C-2#12I6 LFS-2 0 1 ISOLATED PH 0 215.00E3 1 P05 PG HARDWARE - FRONT COUNTER DATA - - - - CABLE 215.04E1 1 POS - KV5 MONITOR 120/1 0.5 EA. 20A PWR 1/2"C-2#12I6 LFS-2s18 ISOLATED PH G 216.00E1 1 POS - VIDEO MONITOR W/SUPPORTS 120/1 0.5 EA, 20A PWR 1/2"G-2#12I6 LF5-2:16 ISOLATED PH G 21q.00E3 1 P05 - RECEIPT PRINTER 120/1 0.2 EA. 20A P14R 112"C-2#12I6 LFS-2:11 ISOLATED PH G 21q.00E5 1 P05 - RECEIPT PRINTER 120/1 0.2 EA, 20A PWR 1/2"C-2#12I6 LF5-2:18 I50LATEP PH G 21q.00E6 1 P05 - RECEIPT PRINTER DATA - - - - CABLE 221.01E1 1 POS - OFFICE DATA - - - - GABLE 221.61E-2 i POS - OFFICE PHONE - - - - HANDY BOX 221.OIE3 1 P05 - OFFICE 120/1 6.1 20A PWR 1/2"0-2#12I6 _ LF5-2:12 ISOLATED PH G 221.O1E5 1 POS - OFFICE 120/1 5 20A P14R 1/2"0-2#12I6 LFS-2:12 ISOLATED PH G 221.03E1 I P05 - CAT.5 NETWORK RACK 120/1 O.q 20A PWR i/2"C-2#12[6 LFS-2:11 ISOLATED PH G I N5TALLAT I ON METHOD5 : I, ALL RECEPTAGLES (EXCEPT SPECIFIED HUBBELL PIN 4 SLEEVE TYPES) SHALL BE FURNISHED AND INSTALLED BY THE ELEGTRIGAL CONTRACTOR (EC,). 2. WAL-MART514ALL PROVIDE A 10 PAIR (OR MORE) COPPER TELEPHONE LINE AND ONE GAT. 5e LINE FROM THE TELEPHONE SERVICE POINT TO MGDONALD'S SPACE. TERMINATE`IN BOX IN GEILIN6 ABOVE MGDONALD'S MANAGER'S OFFICE, E.G. SHALL EXTEND AND CONNECT TWO OUTSIDE LINES AND ONE WAL-MART LINE INTO MoPONALD'S OFFICE AREA. THE REMAININ6 TELEPHONE LINE CONDUCTOR PAIRS AND THE GAT. 5e GABLE SHALL BE LEFT IN PLACE AND WILL BE USED IN THE FUTURE, E.G. SHALL PROVIDE 5/4" EMPTY CONDUIT FROM THE PHONE PORTS TO ABOVE THE GEILIN6 FOR THE TELEPHONE GABLE INSTALLATION AND INCORPORATE ALL OTHER REQUIREMENT5 FOR A COMPLETE AND OPERATIONAL TELEPHONE SYSTEM, 3. ROU6H-IN5 FOR OPTIONAL EQUIPMENT ARE SHOWN ON THIS SHEET. E.G. SHALL VERIFY WITH MGDONALD'S PROJECT MANAGER WHICH OPTIONAL EQUIPMENT IS TO BE INCLUDED AND INSTALL OPTIONAL ROU614-IN5 AS REQUIRED. 4. E.G. SHALL COORDINATE WITH KITCHEN EQUIPMENT SUPPLIER, MECHANICAL SUB -CONTRACTOR AND GENERAL CONTRACTOR FOR FINAL LOCATIONS AND CONNECTION REQUIRMENTS OF ALL EQUIPMENT PRIOR TO INSTALLATION OF ANY CONDUIT AND/OR STUB -UP LOCATIONS. 5. IF USED, OEILING MOUNTED OVERHEAD ELECTRIGAL UTILITY PANEL ( 100. 1 1 E I -OEP) FURNISHED BY KE5, INSTALLED BY THE 66. CORD AND PLUG SET FURNISHED BY KES INSTALLED BY THE EEO. 6. E.G. SHALL EXTEND CONDUIT AND CONDUCTORS DOWN CHASE OR WALL TO TERMINAL 13LOCK MOUNTED ON EQUIPMENT AND MAKE FINAL GONNEGTION5 TO TERMINAL BLOCKS (TYPICAL FOR GRILLS, FRYERS, AND ANSUL SYSTEM). 7. ALL DIMENSIONS SHOWN ARE TAKEN FROM FACE OF WALL FINISH. THE EG SHALL MAKE NECESSARY DIMENSIONAL ALLOWANCES. ALL DIMENSIONS SHOWN ARE TO CENTER LINE OF OUTLET BOX AND/OR RECEPTAGLE UNLESS NOTED OTHERWISE. 8. ALL J-BOXES, DGO'S, AND OTHER ELECTRICAL DEVIGE5 SHOWN ON SHEET ME1 SHALL BE RECESSED MOUNTED INTO A WALL, FLOOR OR GEILIN6 UNLESS SPECIFICALLY NOTED OTHERWISE. g. ALL HOLES IN FRONT COUNTER FOR P05 CORDS AND GABLES SHALL BE LOCATED BY OWNER AND DRILLED BY GENERAL CONTRACTOR. 10, ALL ELEGTRIGAL CONDUCTORS SHALL BE CONNECTED TO RECEPTACLES USIN6 ONLY THE TERMINAL SCREWS. RECEPTACLE BACK WIRE/QUICK CONNECTIONS SHALL NOT BE USED. If. BOHN/HEATGRAFT EQUIPMENT IS PROVIDED WITH 2O6V HEAT TRACE. E.G. SHALL WIRE HEAT TRACE TO TERMINAL BLOCK TB POINTS H1 4 H2 WITHIN EVAPORATOR SEGTION. A SEPARATE CIRCUIT FOR HEAT TRACE I5 NOT REQUIRED, RECEP TYPE HGT AFF REQUIREMENTS 4 REMARKS SEE RMKS 8'-4" PROVIDE SNGLE INFEED CONN TO MENUBOARD ASSEMBLY VERIFY EXACT LOCATION 4 REQUIREMENTS IN FIELD SEE RMKS 8'-4" PROVIDE SNC-LE INFEED CONN TO MENUBOARD ASSEMBLY VERIFY EXACT LOCATION 4 REQUIREMENT5 IN FIELD SEE RMKS 8'-4" PROVIDE SN6LE INFEED CONN. TO MENUBOARD ASSEMBLY VERIFY EXALT LOCATION 4 REQUIREMENTS IN FIELD SEE RMK5 8'-4" PROVIDE 5N6LE INFEED CONN TO MENUBOARD ASSEMBLY VERIFY EXACT LOCATION 4 REQUIREMENTS IN FIELD L14-20R 3'-5. - SEE RMK5 5-20R I'-6' - SEE RMKS 5-20R 1'-6' - SEE RMKS 5-20R SEE RMK5 MTD. # 7'-0" AFF FOR CARBONATOR A 5-20R SEE RMKS MTD. 0 7'-O' AFF FOR BOOSTER PUMP SEE RMK5 SEE RMK5 EG SUPPLIES 3OA-3P NF DISC 5W MTDg"BELOW GEILIN6 PER NEC, 380-8(a) EX.2 VERIFY W/LOGAL AUTHORITIE5 JB 4'-6" CONTROL WIRE5 TO REMOTE CONDENSER - IF ICE MACH. SEE RMK5 ON SODA TOWER OR ICE DISP. MOUNT JB AT 6'-0" AFF SEE RMKS SEE RMKS EC, TO PROVIDE 3OA-2P DISC SW W/15A FUSE - POWERED BY 3q.01 LOCATION BY PROJECT MANA6ER - SEE RMKS CONTROL WIRES TO ICE MACHINE - LOCATION BY PROJECT MANAGER L6-20R SEE RMK5 - 5-20R 4'-O" - - - PLU65 INTO RACEWAY RECEP A I TH( I ) L21 -20P INTERLOCK PLUG 4(3) 15-60P POWER PLUG BY FRYER MFR - - EG TO CONN POWER TO RACEWAY FOR 6RILL, FRYER CONTROLS 4 INDIVIDUAL EXHAUST FAN INTERLOCK 5-20R 4'-0" - - PLU66 IN RACEWAY RECEP WITH(1)L21-20P INTERLOCK4 (2) 15-50P POWER PLUG EA 6RILL BY KES 5-20R - UNIT PLU65 INTO RACB^IAY RECEPTACLE SEE RMKS 4'-O" PLU65 INTO OVERHEAD RECEPTACLE # 32006W(B) PROVIDED BY KES - HEIGHT TO BOTTOM OF RECEPTCLE L5-20R 2'-O" - SEE RMKS 5'-6" PLU65 INTO OVERHEAD RECEPTACLE # 32006W(13) PROVIDED BY KES- HEIGHT OT BOTTOM OF RECEPTACLE SEE RMKS 3'-0" PLU65 INTO OVERHEAD RECEPTACLE # 33006W(B) PROVIDED BY KES-HEI6HT TO BOTTOM OF RECEPTACLE SEE RMKS 5'-6" PLUGS INTO OVERHEAD RECEPTACLE # 33066W(B) PROVIDED BY KES- HEI6HT TO BOTTOM OF RECEPTAGLE L5-20R 2'-O" - SEE RMKS 2'-O" L4-3ORq RECEPTACLE SUPPLIED BY KES. INSTALLED BY EC REQUIRES 2 1/2" MIN. JB DEPTH JB SEE 4"OGTA60NAL, RACO #165 OR EQUAL MUST BE USED. IF DETAILS FLUSH MTD,MUST PROJECT 1/4"TO 5/16'PA5T FIN. WALL JB 0 CL6 JB FOR LI6HTS 4 DOOR HEATER- UNSWITCHED LIGHT TO BE IN BOTH GOOLER4FREEZER, Er, TO CONNECT POWER - VIF EC, TO FURNISH 4 INSTALL GONDUIT,WIRE 4 LI6HT FIXTURES4 OTHER DEVICES INSIDE GOOLER/FREEZER BOX JB VIF TERMINATE POWER CONDUCTORS TO REMOTE CONDENSING UNIT FUSABLE DISCONNECT SWITCH - VIP L V WIRES CONNECT MAC, UNIT TO EVAP5 4 SHALL BE ROUTED IN 5EALTITE WHERE EXPOSED TO WEATHER JB ® GL6 ELIMINATE CIRCUIT BREAKER IF USED WITH MAC, UNIT - 0 GL6 L V WIRES CONN MAC, UNIT TO EVAPS 4 SHALL BE ROUTED SEPARATELY FROM POWER CONDUCTORS - a GL6 NO COT BREAKER REQ WITH MAC UNIT -IF FAN SHUT-OFF 5W, REQ 5Y5 PUMPDOWN RELAY MUST BE INSTALLED - o 01-6 L V WIRES CONN MAC, UNIT TO EVAPS 4 SHALL BE ROUTED SEPARATELY FROM POWER CONDUCTORS 5-20R 2'-O" - 5-20R 2' -0" - SEE RMK5 1'-0' RECEPTACLE # 430Rq PROVIDED BY KE5 L6-3OR - - 5-20R VIF OUTLET FOR FOOT PEDAL - BLENDER PLU65 INTO FOOT PEDAL PLU6 (2)5-20R SEE RMKS VERIFY ALL ELECTRICAL CHARACTERISTICS AND MOUNTING HEI6HT WITH PROJECT MANAGER I64700 2'-5" EG TO RUN 1/2' COND IN WALL FOR FLUSH MTD SPCL. RECEP FOR POS COMPUTERS, REGIEPT PRINTERS 4 COIN 0 4x4x4 PB 1'-CIO EXTEND 2 1/2" CONDUIT TO ABOVE GEILIN6 FOR POS DATA GABLES I64710 o GL6 INSTALL RECEPTACLE IN COMPLIANCE WITH NEC 370-23( D) I64700 8'-O" - I64710 2'-5" I64-110 5'-6" - 4x4x4 PB 5'-6" EXTEND 2" CONDUIT ABOVE GEILIN6. GABLE FURNISHED AND INSTALLED BY P05 SYSTEM SUPPLIER 4x4x4 PB 2'-0" EXTEND 2 1/2' CONDUIT ABOVE GEILIN6. GABLE FURNISHED AND INSTALLED BY P05 SYSTEM SUPPLIER RJ-IIGJAGK 2'-0" SEE NOTE #2, INSTALLATION METHODS SEE RMKS 1'-6' I64700 FOR ISP 4 CCUs (2) I65262 FOR MONITOR 4 VIDEO SPLITTER IG5262 1'-6" REQUIRED FOR LASER PRINTER, HUB 4 MODEM I65262 7'-6" LOCATE ABOVE P05 OFFICE OUTLETS. GROUNDING: 12. ALL BRANCH AND FEEDER CIRCUITS SHALL BE GROUNDED BY TWO METHODS. THE FIRST METHOD SHALL INCLUDE AN INSULATED COPPER EQUIPMENT GROUNDIN6 CONDUCTOR CONTAINED WITHIN THE SAME CONDUIT AS THE PHASE CIRCUIT CONDUCTORS AND SIZED PER THE NATIONAL ELECTRIC CODE TA13LE 250-q5. THIS INSULATED EQUIPMENT 6ROUNDIN6 CONDUCTOR SHALL HAVE ONE END PROPERLY TERMINATED AT THE EQUIPMENT GROUND BUS IN THE CORRESPOND I N6 CIRCUIT BREAKER PANEL, AND THE OTHER END TERMINATED AT THE 6ROUNDIN6 CONTACT OF A 6ROUNDIN6 RECEPTACLE AND TO THE JUCT[ON BOX OR TO AN EQUIPMENT CABINET, AS APPLICABLE. THE SECOND METHOD PROVIDES EQUIPMENT 6ROUNDIN6 VIA METALLIC CONDUIT THAT IS CONNECTED AND TERMINATED IN FITTIN6S LISTED FOR 6ROUNDIN6 PER NEC 250-115. BOTH 6ROUNDIN6 METHODS ARE REQUIRED_IN_A MGDONALD'S RESTAURANT. ISOLATED GROUND SHALL BE INSTALLED WHERE INDICATED ON PLAN AND AS SHOWN IN P05 ISOLATED GROUND/DEDICATED CIRCUIT DETAIL ON SHEET ME2. GONDUIT AND WIRE: 13. POWER AND CONTROL CORDS ARE FURNISHED WITH KITCHEN APPLIANCES. THE EC, SHALL CONNECT CORD SETS TO APPLIANCES AS REQUIRED. 14. CONDUIT RUNS MAY BE COMBINED EXCEPT WHERE ISOLATED GROUND5 ARE USED. I6 CIRCUITS SHALL BE RUN IN SEPARATE CONDUITS, DERATE CONDUCTOR AMPAGITIE5 AND INCREASE CONDUIT AND WIRE SIZE AS REQUIRED BY THE NATIONAL ELECTRICAL CODE SECTION 510-15, 15. CONDUIT SHALL HAVE A MAXIMUM OF 4 BENDS WITHOUT A JUNCTION BOX TO PREVENT DAMAGE TO GABLE DURING PULLING. THE EC SHALL PI6TAIL #12 PULL WIRE AT EACH END FOR INSTALLER TO PULL GABLE. ALL LOW VOLTA6E CONDUIT STUB -UPS SHALL BE PROVIDED WITH A BUSHIN6. I6. MINIMUM WIRE SIZE SHALL BE #12 AW6 COPPER UNLESS NOTED OTHERWISE. MINIMUM CONDUIT SIZE SHALL BE 1/2" UNLESS NOTED OTHERWISE. 17. CONDUCTORS #10 AWG AND SMALLER SHALL BE SOLID COPPER. GONDUGTOR5 #8 AND LARGER SHALL BE STRANDED COPPER, 18. RACEWAYS SHALL BE ANY OF THE FOLLOWING MATERIALS, IN5TALLED IN ACCORDANCE WITH ALL APPLICABLE CODES: 1. METALLIC RACEWAYS: GREENFIELD, EMT, IMO, HEAVY -WALL CONDUIT 2. RI6ID NON-METALLIC CONDUIT (COMPLY WITH NEC 341) (USE SHALL BE ONLY FOR OUTDOOR USE OR USE IN SLABS) ALL RACEWAYS SHALL HAVE A FULL SIZE GROUNDING CONDUCTOR INSTALLED. ROMEX, NONMETALLIC, TUBING, AND BX CABLIN6 SHALL NOT BE USED. TYPE MG GABLE IN LEN6HT5 OF SIX FEET OR LESS SHALL ONLY BE USED FOR WHIP CONNECTIONS TO LI6HTIN6 FIXTURES. icl. ALL CONDUITS PENETRATING THE FREEZER/COOLER BOX SHALL BE SEALED IN COMPLIANCE WITH NEC, 300-7. PB = Pullbox VIF = Verify in Fteld JB = Junctton Box ELECTR I CAL SCHEDULE Er, = Electrical Contractor TA6 # QTY DESCRIPTION VOLT/PH FLA BRK SIZE GOND/WIRE PNL/CCT RECEP TYPE H6T AFF REQUIREMENTS 4 REMARKS 221.04E1 1 P05 - INTERNET SERVER 12011 10.0 20A PAR 1/2"C-2#12I6 LFS-2:11 I65262 7'- ISOLATED PH G 223.05E1 I WASHER/DRYER - STACKED ELECTRIC 120-205/1 15.0 20A 1/2"G-3#12 LF5-2:(24,26) SEE RMKS 3'-6" REQUIRES 6FI TYPE RECEPTACLE 223.05E2 1 WASHER/DRYER - STACKED ELECTRIC, 120/1 14.0 20A 1/2"C-2#12 LFS-2:22 SEE RMK5 3'-6" REQUIRES 6FI TYPE 5-20R RECEPTACLE -tOO.0aE1 2 ECONOMY OEP BOX W/MOUNTIN6 HARDWARE - - - - - SEE RMKS GEILIN6 MOUNTED 700.10E-2 1 BULK OIL SYSTEM 120/1 6.q 20A 1/2"0-2#12 LF5-1:42 5-20R SEE RMKS OPTIONAL POWER FOR OPTIONAL 6RILL GREASE PUMP - OUTLET I5 PART OF 6RILL STATION CHASE 701.13E1 2 POO - GENERAL PURP05E 120/1 20A 1/2"G-2#12 LF5-2:25 5-20R 4'-6" - 701.14E1 2 TELEPHONE PHOtIE I -• - - - RJ-110 JACK 4'-6" SEE INSTALLATION METHODS NOTE 2. HANDY BOX 801.0IE1 I P05 - RECEIPT PRINTER - HAL-MART 120/1 0.7 20A 1/2"C-2#12I6 L.F5-2:15 I64-110 5'-6 " PRINTER AND DATA GABLE PROVIDED BY WALL -MART ISOLATED 5YMBOL DE56RIPTION I A 49r I ONS @5YME30L DE5GRIPTION I6q- 5IN6LE POLE SWITCH �B BUZZER Kf�- 3W THREE WAY SWITCH © BUTTON FOR BUZZER GL6 JB WITH DUPLEX CONVENIENCE OUTLET (GEILIN6 MOUNTED) EKE] PULLBOX -� JB WITH 5IN6LE CONVENIENCE OUTLET PANELBOARD JB WITH DUPLEX CONVENIENCE OUTLET O CIRCUIT BREAKER -1411, JB WITH TWO DUPLEX CONVENIENCE OUTLETS JUNCTION BOX WITH FINAL EQUIPMENT CONNECTION O JB WITH FLUSH FLOOR MOUNTED OUTLET A DENOTES AMPERES ® JB WITH SPECIAL PURPOSE OUTLET AFF DENOTES ABOVE FINISHED FLOOR ® JB WITH DUPLEX ISOLATED GROUND OUTLET G DENOTES CONDUIT INTERCOM STATION W/ 3/4"G- TO MAIN STATION GOT DENOTES CIRCUIT TELEPHONE JACK EG DENOTES ELECTRICAL CONTRAGTOR Q JUNCTION BOX - WALL OR GEILIN6 MOUNTED 6FI DENOTES GROUND FAULT INTERRUPTOR 0- NON -FUSED DI5CONNEGT 5WITGH 6RD DENOTE5 6ROUND ® STUB UP THRU ROOF I6 DENOTES I50LATEP GROUND (T THERM05TAT SENSOR a 5 -8 AFF W/ 1/2 G- UP TO GEILIN6 SPACE JB DENOTES JUNCTION BOX MOTOR CONNECTION KE5 DENOTE-5 KITCHEN EQUIPMENT SUPPLIER CONDUIT RUN CONGEALED IN GEILIN6 OR WALLS MLO DENOTES MAIN LUG5 ONLY / \ CONDUIT RUN IN FLOOR SLAB WP DENOTES WEATHERPROOF X HOT (SHORT), NEUTRAL (LONG) 4 'X' DENOTES ISOLATED GROUND 6G DENOTES GENERAL GONTRACTOR 1/4" = 1'-0" USE FOR UNIVERSAL HOW W I TH 2 OR 3 APPL I ANGE5 AND 51 NGL.E EXHAUST OR MAN I FOL..D EXHAUST I NT132 -OGK D I A6RAM #2 115V-206V 5IN6L.E PHA5E EXHAUST FAN ONLY AND (3) C.00K I NG APPL. I ANGES ( MAX) . TWO GIRGU[T BREAKERS WIRING TO BASE BUILDING FIRE ALARM SYSTEM 1 1 5/ 1 /(90 ,p 20 AMP `` WHT ALL MOTORS TO BE INTERNALLY THERMALLY PROTEGTEP 9P5T OW OFF ( USE 3 POLE D I SC.0NMEOT SWITCH (MOUNTED ON FOR 208V SINGLE PHASE EXHAUST FAN 4 WIRED BY MANUFAGTUI MOTOR) BRN ��c- BRN M P _ BLK o- IH I WHT SEQUENCE OF OPERATION,. I. TURNING "ON" ANY ONE PIECE OF COOKING EQUIPMENT UNDER A HOOD WILL ALSO TURN ON THE EXHAUST FAN FOR THAT HOOD. 2. TURNING "OFF" THE LAST PIECE OF COOKING EQUIPMENT UNDER A HOOD WILL AL50 TURN OFF THE EXHAUST FAN FOR THAT HOOD. 3. IF THE ANSUL SYSTEM SHOULD DISCHARGE WHILE THE GOOKIN6 EQUIPMENT AND EXHAUST FAN ARE OPERATIO6, THE GOOKIN6 EQUIPMENT WILL BE SHUT OFF, BUT THE EXHAUST FAN WILL CONTINUE TO RUN. 4. THE ANSUL SYSTEM MUST BE RECHARGED AND RESET BEFORE THE COOKING EQUIPMENT WILL A6AIN BE ABLE TO OPERATE. 5. THE ON/OFF SWITCH ON THE EXHAUST FAN IS NORMALLY KEPT IN THE "ON" POSITION. IF IT IS TURNED OFF FOR SERVICE, THE COOKING EQUIPMENT WILL ALSO TURN OFF AND NOT BE ABLE TO OPERATE TILL THE EXHAUST FAN ON/OFF SWITCH IS A6AIN TURNED ON. F (�N - TERM I NAL 115/1/60 OR6 �� BLK IN CHASE 20 AMP RED .AJNGTION i BOX BLK i GOM NO RED 2 _ RED SPST RELAY 115V BLU 3 - BLU CO • IL 20 AMPNTO CONTAOT (MOUED R NG WHT N WHT d WIRED IN C.F1A5E ( GOM NO WHT 6RN BY KEW � 6 - NG BRN F WHT H I BLU - OR6 RED LEILK DPDT ANSUL SWITCHES ( MOUh1TED 4 W I RED -WHT IN GNASE BY Ki=S) L 6RN E.G. TO PROVIDE AN EMPTY 3/4"G FROM ANSUL DPDT 5-WIRE RECEPTAGLE SWITCHES UP TO JOIST LEVEL AND EXTEND INTO NEMA #L21-20R WAI -MART SPAnr- PnQ fir- et c-i n a,r�-r=m ( TYP I GAL 2 SHOWN) N. 1: Polirll- �_W • INTERNAL CONTROL. ON/OFF G[RGUIT GRILL OR FRYER /-- 5-WIRE CONTROL CORD W/PLUG ( TYP I GAL WHT 6RN BLU Q BLK 5-WIRE PLUG NEMA #L21-20P ( TYP I GAL 1 SHOWN) ANSUL INSTALLER 5EE NOTE #1 1/2" CONDUIT - SEE NOTE #3 1/2" CONDUIT NIPPLE W/ FLARED INLET SEE NOTE #4 STANDARD 4x4x4 06TA60N BOX ELECTRICAL CONTRACTOR SEE NOTE #2 NO SGALE -FINISHED GEILIN6 - TWO PIEGE GOMFRES51ON COUPLIN6 CONDUIT GOUPLIN6 BONDING TYPE LOGKNUT ALTERNATE 4x4x4 ROUND BOX ivi1,UVIVr-XL-U J i\L. I F_ L_/`\IN ELEVATION NOTESs i. ANSUL INSTALLER SHALL INSTALL CONDUIT AND PULLEY ELBOWS ABOVE GEILIN6 AND TO KITCHEN EQUIPMENT. 2. ELECTRICAL CONTRACTOR SHALL RP MOUNT BOX AND TERMINATE CONDUIT ABOVE GEILIN6. THE CONDUIT SHALL BE 1S" A.F.G. OR 6" ABOVE BOTTOM CHORD, WHIGH EVER I5 LOWER, 3. ALL CONDUIT ENDS SHALL BE DEBURRED INSIDE AND OUT. 4. TABS SHALL BE IN ORIENTATION SHOWN FOR WORDING ON COVER TO BE RIGHT 5IDE UP. 5. FINAL HEIGHT AND LOCATION TO BE DETERMINED BY AUTHORITY HAVING JURISDICTION. J Y O 11 C� z I ci H 1 # O O CZ 11 tD d '} t0 .r a a W ®C4 ® • iv z 'm m m o 0 0 m �� IL C? N C N Q 0 0 0 3 ai V O c o AMPO U a c N"'' U o L O,� aC L V) mO O Q Lm c o ° Q)o. -ago c'a-ot c ° O ° 0 " O U U C O c_ o` O N O O U N N O_ N .F E U O U 3�c 0- ° L -c- U x ' _0 c• o c c o c Y � ° -U U U U 0'N V U E C N O 13 C_ w o' c o c > op 0 0� 0,2 N ° U 8 U N U w o c 7), Q o N U N O C n o m ° oo uni 3 rn c IVc N V)0V 7 V W 0-6 c 3 L a� c N ,N 0 _O O O N U cam_ o ® u TUB N� N 7+�. + N L w 0 0 0 o a �, (1) o Q r_on2c: Q),6 o0 Qom' a� ° m 80 m uI O m (s) \ O N N m z d) U1 I N � N < V 2: L Lu J N L�LI p j o0 0� •= d m N� 1� a POOI5g8 m E, i ELEG PLAN :mod - _ SIEMENS ENERGY AND AUTOMATION, INC. SQUARE D / GRAYBAR 1g01 N. ROSELLE ROAD, SUITE 220 QOO RE6ENGY DRIVE SCHAUMBURG, IL. 601C15 GLENDALE HEIGHTS, IL. 6013a 1-800-624-3274, CURTIS ROMOLT i-800-784-605a. FAX - 1-888-333-8206 52. FEEDER CONDUCTORS MAY BE EITHER COPPER OR ALUMINUM IN COMPLIANCE WITH LOCAL GORE REQUIREMENTS. ALL CONDUCTORS SHALL BE TERMINATED IN ACCORDANCE WITH THE El EGTRIGAL EQUIPMENT MANUFACTURER, NEC, AND UL REQUIREMENTS. E.G. SHALL PROVIDE AND COORDINATE THE APPROPRIATE ELECTRICAL EQUIPMENT LU65 TO MATCH THE FEEDER CONDUCTOR MATERIALS. ALL BRANCH CONDUCTORS SHALL BE COPPER. E.G. SHALL ADJUST FEEDER AND 6ROUNDIN6 CONDUCTORS SIZES TO ACCOUNT FOR VOLTAGE DROP BETHEEN WAL-MART SUPPLY AND MG120NALD'5 LFS-I PANEL. 53, TV55 (TRANSIENT VOLTAGE SURGE 5UPPRE55ION) SUPPLIER: HUBBELL TELEPHONE NUMBER 1-&77-823-1743 CAUTION: N55 MUST BE PROPERLY INSTALLED FOR MAXIMUM PROTEGTIONII E.G. SHALL FURNISH AND INSTALL THE TV5S AND COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WITH ALL APPLICABLE CODES. MOUNT TV55 AS CLOSE TO THE ELECTRICAL CONNECTION AS POSSIBLE AVOIDING EXCESS DISTANCE AND SHARP BENDS IN WIRES. PHASE CONDUCTORS SHALL BE AS STRAIGHT AND SHORT AS POSSIBLE, TWIST PHASE CONDUCTORS T06ETHER 1/2 TURN FOR EVERY 12 INCHES OF CONDUCTOR LEN(5TH. DO NOT COIL OR PUSH ASIDE EXCESS WIRE LENGTH. E.G. SHALL ALSO FURNISH AND AND INSTALL THE TV55 MODEM LINE PROTECTION UNIT IN MANAGERS OFFICE. sew I COE COALOULATI ON TOTAL GENERAL SERVICE BUILDING POWER TABULATION 20aY1120V, 3 PHASE, 4 WIRE CONNECTED KW DEMAND FACTOR DEMAND KW NE e REFER _ceF_ CONTINUOUS LOAD 13 1.25 1b 210-1W a) KITCHEN LOAD 142 0.65 c12 220-20 H.V.A.G. LOAD O 1.0 0 220-30(G) LARGEST MOTOR O 1.25 O 430-22 RECEPTACLE LOAD 1 1.0 1 220-13 TOTAL KW = 156 (CONNECTED) iOCI (DEMAND) 400 AMPS, 20&Y/12OV, 3 PHASE, 4 WIRE SOLID NEUTRAL, MAIN OCT BRKR, FLUSH MOUNTED SUB FEED LU66 (SEE NOTE 3) EXHAUST HOOD INTERLOCK FAN EXHAUST FAN INTERLOCK CONTROLS CONVEYOR TOASTER VERTICAL TOASTER FRY VAT -E FRY VAT -E FRY VAT BISCUIT OVEN -E TVS5 UNIT 400 AMPS, 208Y/120V, 3 PHASE, 4 WIRE SOLID NEUTRAL, MAIN LU65 ONLY, FLUSH MOUNTED (SEE NOTES 3,4,6) MENU BOARD KITCHEN LIGHTING DINING LI6HTIN6 SPARE FA501A 5I6N FRONT COUNTER P05 UHG TABLE PREP TABLE POS RACK/SERVER UNDERCOUNTER REFRIGERATOR WORKTOP FREEZER BLENDER GENERAL PURPOSE DCO'S FRY DISPENSER MEAT FREEZER OPTIONAL NEON SIGN UNIVERSAL HOLDING CABINET-•--F Q- I N6 OVEN -� EMERGENCY LTG/EXIT SIGNS NOTES THE FOLLOWING GIRGUI75 TO HAVE LOCK ON GIRGUIT BREAKER HANDLES 41 FF _j W nl N DEMAND AMPS= 503 SN I 20A-IP 20A-IP 2 3 20A-1P 4 5 6 7 8 cl 10 11 12 13 14 15 ib 17 18 iQ 20 21 22 23 24 25 26 2-I 60A-3P 30A-3P 28 2cl 30 31 32 33 30A-3P 40A-3P 34 35 36 3-738 3Q 30A-3P 30A-2P 40 41 42 250A-3P NON -AUTO MAIN GB 20A-2P 30A-2P 50A-3P 30A-2P 60A-3P 50A-3P 60A-3P 20A-3P 20A-1P 20A-iP 20A-1P 20A-IP 20A-1P 20A-1P 20A-IP 20A-1P 20A-IP 20A-IP 20A-1P 20A-IP 20A-IP 20A-IP 20A-1P 20A-IP 20A-1P 20A-IP 20A-1P 20A-IP 20A-IP 20A-IP 20A-IP 20A-IP 20A-2P 20A-IP 20A-IP 20A-2P� 20A-IP 20A-IP 20A-IP 20A-2P 20A-2P 20A-2P 20A-2P 20A-IP 20A-1P WAL-MART E904 ELEGTRIGAL McDONALD S TENANT ROOM. SEE WAL-MART I SPACE DRAWINGS FOR MORE DETAIL. "MGDONALD'S' 70/100 SERIES FASG I A 5 1(51.1 LFS-2:a SEE ONE -LINE SERVICE ENTRANCE AND FEEDER SCHEDULES ON WALMART DRAWINGS FOR APPROPRIATE SEE NOTE 5 CONDUIT AND WIRE SIZE. (TYPICAL) SEE NOTE 52me SPARE COFFEE BREWER • ELEG GLAMSHE...L 6R I LL • GIRGUIT BREAKERS: ELEG GLAMSHELL GRILL 1. ALL BREAKERS SHALL BE THE BOLT -ON TYPE. ALL GIRGUIT BREAKERS SHALL BE CAPABLE OF BEING LOCKED OUT TO COMPLY WITH OSHA REGULATION ICE MACHINE lg10.147 LOCKOUT/TAGOUT PROCEDURES. 2. BRANCH BREAKERS OF 2P AND 3P CONFIGURATION SHALL HAVE A COMMON TRIP. HEAT TREAT SOFT SERVE 3, BRANCH BREAKERS IN ALL McDONALD'S ELEGTRIGAL PANELS SHALL HAVE A NEMA SYMMETRICAL RMS RATING OF 10,000 AMPS. ALL GIRGUIT BREAKERS IN MAG UNIT THE BRANCH PANELS SHALL BE SERIES RATED WITH THE MAIN GIRGUIT BREAKER IN PANEL LFS-i SO THAT ALL GIRGUIT BREAKERS IN ALL BRANCH PANELBOARDS ARE PROTECTED AGAINST THE MAXIMUM FAULT CURRENT AVAILABLE AT THE MAIN IGEE MACHINE SERVICE DISCONNECT. NO DESIGN CHANGES SHALL BE MADE TO THE DISTRIBUTION SYSTEM WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL ELECTRICAL ENGINEER OF RECORD. BULK OIL SYSTEM 4. ALL GIRGUIT BREAKERS USED TO SWITCH LIGHT FIXTURES SHALL BE APPROVED CONNECTED AMPS: 42 ► FOR THE PURPOSE AND MARKED " SWD" . DEMAND AMPS: 303 THE EG SHALL BE RESPONSIBLE FOR THE PROPER IDENTIFICATION AND LABELING OF ALL GIRGUIT BREAKERS. EACH PANEL SHALL BE PROVIDED WITH AN ACCURATE TYPEWRITTEN GIRGUIT DIRECTORY. CONDUIT/WIRE: 6, PROVIDE THREE (3) 3/4" EMPTY CONDUITS FROM PANEL LF5-2 UP To THE CEILING --- SPACE AND GAP FOR FUTURE USE, NOTES IF CIRCUITS ARE REARRANGED 7. ALL CONDUIT SHALL BE 1/2" UNLESS OTHERWISE NOTED. CIRCUITS 11,12,17,18 SHALL ALL BE MAINTAINED ON THE SAME PHASE 8, THE MINIMUM SIZE OF WIRE SHALL BE #12 AWG THAN COPPER. WIRES INSTALLED �- UNDERGROUND OR OUTDOORS SHALL BE THW. ALL HOMERUNS SHALL BE SIZED COFFEE DOCK I N6 STATION PER NATIONAL ELEGTRIGAL GODS REQUIREMENTS. SODA TOWER EQUIPMENT/5ER1/ I GE GARBONATOR --BOOSTER PUMP q. ALL ELEGTRIGAL DISTRIBUTION EQUIPMENT WITHIN THE McDONALD'S TENANT SPACE FRY STATION SHALL BE BRACED FOR THE HIGHEST AVAILABLE FAULT CURRENT BUT NOT LE55 THAN OFFICE P05 NEMA SYMMETRICAL RMS OF 42,000 AMPERES, COOLER LIGHTING/DOOR H7R 10. THE EC, SHALL COORDINATE ALL EXACT SERVICE AND TELEPHONE REQUIREMENTS AND FREEZER LIGHTING/DOOR HTR INSTALLATION LOCATIONS WITH WALMART PRIOR TO INSTALLATION. KV5/VIDEO MON I TOR/WAL-MART REGE I PT PRINTER-POS GREW ROOM DGO' S i 1 , ALL PANELS SHALL BE PROVIDED W I TH A KEY LOCK AND LATCH. EACH y,A5HER PANEL SHALL HAVE TWO KEYS WITH ALL PANELS KEYED ALIKE. EL..EGTR I G DRYER 12, I NGOM I NG SERVICE SHALL BE 208Y/ 120V, 3 PHASE, 4 W I RE . ANY DEY I AT I ON5 TO THIS SERVICE TYPE SHALL NOT BE PERMITTED UNLESS APPROVED IN WRITING UNIVERSAL HOLDING CABINET BY McDONALD'S CORPORATION, 15,ARE 13. ALL ELECTRICAL MATERIAL USED ON THIS PROJECT SHALL BE "UL" LISTED AND LABELED. HEATED LANDING ZONE 14. THE EG SHALL BE RESPONSIBLE FOR BALANCING THE LOADS ON ALL PANELS, D-- I GE MACH REMOTE GOND1EN50R 15 . PANELBOARD SUPPLIER SHALL MARK CLEARLY 4 LE6 I BLY ON THE DOORS OF ALL PANELS. SPAS DOORS OF ALL PANELS °CAUTION -SERIES RATED SYSTEM ______A AVAILABLE. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED." CONNECTED AMPS: 108 - DEMAND AMPS: 82 ALL ISOLATED GROUND/ DEDICATED I GIRGUIT RECEPTACLE COVER PLATES ALL CONDUCTORS SHALL BE SOI.. I D COPPER SHA ! BE ORAP�IGE HUBBELL P.liGO SOI_ [ D � i 2 AWb GOPPt� AND "PERM I NATED TO THE [ R APPROPRIATE (SINGLE) , PJSGO (ONE DUPLEX) CONDUCTORS ONLY. TERM I NAL SCREWS BY WRAPPING THE WALMARi"IF[GDONALD'S GONDUGTE2 COMPLETELY AROUND THE SCREW --as- SPACE SPACEI �,®®- OR PJ$2G0 f TWO DUPLEX) BARREL AND TIG1-lit�[INb THE SCREW PER MARKED 'COMPUTER ONLY' TO ORDER }gAN,Ipp,G-N�R ' S TORp.1E SPEC I F I GAT I GNS . GALL HUBBELL AT 877-823-1743 PANEL LF5 PANEL LFS-a----- META- .IJNGTION BOX TRANSFORMER FOR SECTION 1 SECTION 2 MGDONALD' S SPACE TRANSFORMER ( � P.O.S. ISOLATED GROUND 480V 208Yi t 2oV SECONDARY ( REC.EP'fAGLE-HUBBELL PROTECT I ON I64100, 164110 OR Itrt+r I65262. lu ~rLw P ISOLATQi 6REEN GROUND g{,REy[ I iP ISOLATED 6C,:.1 I PMBJT 6fd'JUND I N6 CONDUCTOR NEUTRAL CONDUCTOR Tt�t I NAT[=V ON 5 [ LVt� SGt�Yi PHASE GONDl1GTOR TE�t NATED 6f �^1 Ytxt ON 8RA55 SCRE I E IPMENT GROUNDING BONDING ON METAL CDUIT SHALL CONTAIN ONLY CONDUCTOR (TYPICAL) P.O.S. GIRGUIT CONDUCTORS (DEDICATED I GIRW[T), ONLY USE RIGID NON-YIE'fALLIG GONDU I T BELOF'1 GRADE WhtCTTI REW I RED � BY LOCAL COPE. THIS IS 7'FfE ONLY POINT WHERE THE I50LATED EGbJIPMONT GROUNDING CONDUCTOR SHALL BE ISOLATED GROUND BUS, ELECTRICALLY C.OHhlSGTED TO THE BUILDING'S GRCXIND I NG SYSTEM INSULATED FROM PANEL ENGL.OaURE USED TO TERMINATE ONLY ISOLATED EGKI I PMENT GROUND I NG CONDUCTORS *SHOWS GONNEGTION/BONDING POINT NOTES 1, ALL P.0.5. EQUIPMENT (GOMPUTtRS,PRINTERS,MONITORS 5. E.G. SHALL VERIFY CORRECT POLARITY AT REGEPTAGIJo. KV5, MODEM & HUB) SHALL BE POWERED FROM THE 6. E.G. SHALL VERIFY THAT SUBPANELS LF5 SECTIONS 1 b 2 SAME PHASE IN PANEL LFS-SECTION 2 CONTAIN ANY ILLEGAL NEUTRAL TO GROUND BONDS. 2. ISOLATED GROUND INSTALLATION SHALL COMPLY WITH NEC, 250-146(d). 7. NON-P.O.S. EQUIPMENT SHALL NOT SHAREE OR BE PLUGGED 3. EACH 20 AMP GIRGUIT SHALL HAVE IT'S OWN ISOLATED INTO P,0.5. CIRCUITS OR RECEPTACLES. EQUIPMENT GROUNDING CONDUCTOR. 8. IT I A SAFETY HAZARD AND AN NEC VIOLATION FOR THE POS 4, ENTIRE GROUNDING SYSTEM SHALL COMPLY KITH NEC SYSTEM TO HAVE ITS OWN INDEPHNDENT GROUNDING ROD. IF AN INDEPENDENT GROUND ROD IS FOUND FOR THE POS SYSTEM, IT ARTICLE 250. SHALL BE BONDED TO THE BUILDING GROUNDING SYSTEM. FOR A P05 SYSTEM POWERED FROM AN APPLIANCE PANH.. -BASED ON THE IgQq NATIONAL ELECTRICAL GODS (NEC) Fevts[cra 4 - 12/3/01 CEILING OUN D REUPTAGUE FOR OPTIONAL MGDONAI-D' 5 ° NEON WIN OW 5 GN 7o/too SERIES LFS 2:31 FASCIA SIGN LF5-2:9 ­9 1 1 F'll I fll ILLUMINATED MGDONALD'S LOGO ARCH ON WALMART BUILDING EXTERIOR, POWER FROM WALMART ELEGTRICfiL PANELS. Fi II 5 II II ELEC,,TR I GAL L I GHi I NG PLAN FIXTURE TYPE Fl 41 DENOTES GIRGUIT NUMBER NO SCALE LIGHTING FIXTURES Si -TOWN HALF SHADED SHALL BE WIRED TO THE NIGHT LIGHTING GIRGUIT AND PROVIDED WITH A BATTERY TYPE EMERGENCY BALLAST. SEE LIGHTING NOTE 5. F1 FI 5 5 I T I L U 1, EMERGENCY LIGHTING SHALL BE INSTALLED IN LOCATIONS SHOWN ON PLAN TO MEET LIGHTING LEVELS RE�VIRED BY NFPA 101 LIFE SAFETY GODS SECTION NO DEVIATIONS SHALL BE ALLOWED. 2. THE ELEGTRIGAL CONTRACTOR SHALL BE RESPOSIBLE FOR DETERMINING THE POINT-TO-POINT WIRING FOR ALL LIGHTING FIXTURES. ALL WIRING SHALL BE # 12 AI^lG M I ?d I MUM AND SHALL BE DEBATED PER THE REQUIREMENTS OF NEG 3`0-15 WHERE REQUIRED. E.G. SHALL BE RESPONSIBLE FOR SUBMITTALS OF POINT-TO-POINT WIRING DIAGRAMS WHERE REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION. F1 41 ALL LIGHTING FIXTURES AND EXIT SIGNS SHALL BE WIRED TO PANEL LFS-2 UNLESS NOTED OTHERWISE REFER TO MECHANICAL PLANS FOR EXACT LOCATIONS OF ALL THERMOSTATS AND MECHANICAL EQUIPMENT L I OM am LI6HTI 5 ULE DAMPS MANUPAGTURER AND MARK SYMBOL DESCRIPTION DIPFOSER BALLAST MOUNTING WATTS TYPE GATAL06 NUMBER 2' X 4' LAY -IN PRISMATIC F32T8/4100K ELECTRONIC SECURITY LIGHTING # R2445 F1 FLUORESCENT AGRYLIG 4-32 LOW MERCURY SEE NOTE LI RECESSED WITH Wf-fIP AND LAMPS 2' X 4' LAY -IN PRISMATIC F32T8/4100K ELECTRONIC. SECURITY LIGHTING # R243 LI I 'N • • L I GF#T I NG 1. ALL LIGHT FIXTURES SHALL BE 120 VOLT UNLESS NOTED OTHERWISE. 2. LIGHTING FI)CiURES AND LAMPS HAVE BEEN CHOSEN TO ACHIEVE MAXIMUM ENERGY CONSERVATION WHILE MAINTAINING ADEQUATE LEVEL OF ILLUMINATION. LAMP SPEGIFIGATIONS SHALL BE STIZIGTLY FOLLOWED. ANY DEVIATION FROM LAMP SPECIFICATIONS SHALL BE APPROVED IN WRITING BY MGDONALD'S CORPORATION. 3. EMERGENCY LIGHTING SHALL BE INSTALLED IN LOCATIONS SHOWN ON PLAN TO MEET LIGHTING LEVELS REQUIRED BY NFPA 101 LIFE SAFETY GORE SECTION 7.q,2.1 NO DEVIATIONS SHALL BE ALLOWED. 4. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DF_TERMININ6 THE POINT-TO-POINT WIRING FOR ALL LIGHTING FIXTURES. o1LL WIRING SHALL BE #12 AW6 MINIMUM AND SHALL BE DEBATED PER THE REQUIREMENTS OF NEC 310-15 WHERE REQUIRED. E.G, SHALL BE RESPONSIBLE FOR SUBMITTALS OF POINT-TO-POINT WIRING DIAGRAMS WHERE REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION. EMERGENCY Lo � C�'r-fT I Nb 5. EG SHALL CONNECT ALL EXIT SIGNS, EMERGENCY LIGHTS AND NIGHT LIGHTS TO ONE GIRGUIT BREAKER. INSTALL A LOCK ON GIRGUIT BREAKER HANDLE. C-G SHALL VERIFY ALL REQUIREMENTS AND LOCATIONS WITH LOCAL AUTHORITIES. INCLUDE ALL G05T5 IN BASE BID. b. IF NOT INSTALLED BY MANUFACTURER, E.G. SHALL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION OF THE EMERGENCY INVERTER BALLAST IN NI6HTLI6ftTIN6 FIXTURES SHOWN ON SHEET ME2, SEE NOTE 5. 7. ALL FIXTURE5 DENOTED AS NI6HTLI6HTIN6 FIXTURES ON SHEET ME2 SHALL BE PRUVIDED WITH A BATTERY INVERTER EMERGENCY TYPE BALLAST. EMERGENCY BALLAST SHALL BE A TWO LAMP TYPE OF 600- 700 INITIAL LUMEN RATED (MINIMUM) TO ILLUMINATE THE TWO OUTER LAMPS OF A FIXTURE IN THE EVENT OF A POWER FAILURE. BALLAST BATTERY SHALL MAINTAIN 87.596 OF THE NOMINAL BATTERY VOLTAGE AFTER 1.5 HOURS TO COMPLY KITH NEC, SECTION 700-12(e) AND ULW24. BALLAST SHALL BE A5 MANUFACTURED BY BODINE (MODEL 660) OR AN APPROVED EQUAL TO MEET THE SPEGIF[GATIONS LISTED ABOVE, I NSTAL AT I ON MITI-IOV!5 8. EC SHALL FIELD VERIFY THAT ALL LIGHT FIXTURES SHOWN ON THIS PLAN DO NOT OBSTRUCT OR CONFLICT WITH THE WORK OF OTHER TRADES. IF A DISCREPANCY IS FOUND, THE C-G SHALL IMMEDIATELY NOTIFY THE 60 BEFORE THE THE INSTALLATION OF SUCH FIXTURE(S). q• IF PG-P05 GASH REGISTER SYSTEM IS INSTALLED, EC, SHALL RELOCATE FIXTURES ABOVE FRONT COUNTER TO AVOID GLARE ON THE GASH REGISTER SCREENS. EC SHALL INSTALL GABLE WHIP TO FIXTURES SO THAT FIXTURE MAY BE RELOCATED FOUR FEET WITHOUT DISCONNECTING GABLE WHIP". 10. THE USE OF "MG" GABLE IN LEN6HT5 OF 6 FEET OR LE55 (WHERE PERMITTED BY LOCAL CODES) SHALL BE ALLOWED FOR WIRING TO THE LIGHTING FIXTURES. °ROMEX" OR °BX" SHALL NOT BE USED. 11. CEILING TILE INSTALLER SHALL LEAVE OUT CEILING TILE IN AREAS OF THE KITCHEN REFRIGERATION LINES AND EQUIPMENT PENETRATION LOCATIONS UNTIL THE LINES HAVE BEEN INSTALLED, THE CEILING TILE INSTALLER SHALL RETURN AND INSTALL THE TILES AFTER THE REFRIGERATION LINES HAVE BEEN INSTALLED AND TESTED. F-IrlAG 12. REMOTE TEMPERATURE SENSORS: EC, SHALL PROVIDE i/2" CONDUIT FROM JUNCTION BOX ABOVE GEILIN6 DOWN TO SENSOR MOUNTED AT 5'-8" AFF. i3. WHEN WIRING FOR PROGRAMMABLE THERMOSTATS AND REMOTE SENSORS I5 NOT IN A CONDUIT, THE WIRING SHALL BE RUN TO THE UNDERSIDE OF THE ROOF DECK. NONE OF THE WIRING SHALL BE ROUTED OVER FLUORESCENT BALLASTS, POWER BOXES OR IN A CONDUIT WITH LINE VOLTAGE WIRING AS ELEGTRIGAL INTERFERENCE (NOISE) WILL GAUSS ERRATIC CONTROL OPERATION. 14• EC, SHALL COMPLETELY STUFF -1-BOXES FOR REMOTE TEMPERATURE SENSORS WITH SCRAP PIECES OF FIBERGLASS INSULATION. ALL TEMPERATURE SENSORS MUST BE MOUNTED ON THE WOOD BASE WHICH HAS BEEN PROVIDED IN THE HVAG PACKAGE. INDOOR LIGHTING AND EMERGENCY FIXTURES MAY BE ORDERED FROM: MR, STEVE FRIEDMAN SECURITY LIGHTING SYSTEMS, INC. (A HUBBELL LIGHTING COMPANY) 1085 JOHNSON DRIVE BUFFALO GROVE, IL. 6008Q 1-800-544-4848 FAX 847-21q-0642 's IIIIIO�A stia Z m ■ A +� e J o '� v ® c !� O. Ana 0 it O 0 [AI o � O ® 0 3 � dj +aUi .L ° a � ooQ U V i N .� � -d d -o � O S o 0 V N -"20- o U C +° ° U N N o_ O oo C •S w L V ad.. c O "-O0 C d ° Cc:N - :3fA O 'C � V V O d e •5 O O L -o N U n- d N N L O V y- ° C d L Q 0 3 U t '3 O O ® -d T°-d N d L5 :F �1 °d od ry7 � O Q a0i -d N LWi t� ate' aoD Q�: c: N � f1 U) c�V m 0 � )_7 w � d I � g w OC2 �~ RAIL-,- POO E3 Mr=2 V ELEG PLAN m N r m 0 0 N I I lfl O MA x Optional Equipment YIF = Yer(fy to Field 6C = beneral Contractor Mmu"WIPMENT SCHEDULE R =Relocated Equipment ITEM O QTY DESCRIPTION MANJFAGTUt MODEL UL N5F FURNISHED GENERAL REMARKS SPECIAL REQUIREMENTS i,00 I FRONT POINTER SEE RMKS SEE PLAN 2 SEE RMKS 5EE PLAN FOR DIMENSIONS AND GONTAGT PROJEGT MANAGER FOR SUPPLIER CONFIGURATION 1.02 2 FRONT STAINLES5 COUNTER SUPPORT WALL KES STEEL - - 2 KES 2.05 2 UNDER SPLIT COUNTER CART - 24"W. x 18'D. INTERMETRO FUNCTION FRONT COUNTER U016-DM5 - 2 KE5 - 2.0-1 2 TRAY SPLIT CART - 14"A. x 18"D. INTERMETRO FUNCTION FRONT COUNTER M1415-TO - 2 KES - 3.00 12 GASH DRAWER SHELF KE5 1SH16 - 2 KES LOCATED UNDER FRONT COUNTER 4. CO i MENUBOARD - 1' POP MODULE FLORIDA PLASTICS - E1874g3 - KES - 4.Oq 1 MENUBOARD - 2' POP MODULE FLORIPA PLASTICS - E1874g3 - KES 4.10 1 MENUBOARD - 3' MENU MODULE FLORIDA PLASTICS - E18i4g3 KES - 4.11 1 MENUBOARD MODULE - 6' CENTER EVM AND H-POP FLORIDA PLASTICS - E1874g3 E140864 - KE5 - PLACE CUP TUBE HOUSING KES FUNCTION FRONT COUNTER CTOS-16 - 2 KES REGION TO VERIFY LOCATION AND NUMBER OF TUBES 6.08 2 8 SPLIT 7,2q i q '-O" SELF -SERVE BEVERAGE KES STATION -WALL W/ 13" TROUGH SBWM - 2 KES - q.05 2 UTILITY CHASE - WALL VERSION KES 6"x6'x104" - 2 KES - 10.00 1 SELF -SERVE CONDIMENT CENTER FLORI12A PLASTICS GG, GCDG, GCO - - KES - 10.01 1 SELF -SERVE LID HOLDER FLoRI12A PLASTICS CC -LID, GCO-LID - - KES - 21.05 1 COFFEE BREWER - SOFT HEAT - SINGLE BUNN-O- MATIG 27800.0000 E32066 4 KE5 INCLUDES DRIP TRAY W/6RATE 23.02 3 COFFEE SERVER - SOFT HEAT - 1.75 &AL. BUNN-O- MATIC 2-teW.0000 - 4 KE5 - COFFEE SERVER DOCKING STATION - SOFT HEAT - DUAL BUNN-O- MATIG 2i8-75.0000 E32066 4 KES - 23.04 1 2q.01 I SODA TOWER - COLD PLATE - I 8 VALVE - LEVER CONTROL M I GORNEL1US ED250SBO E4730-t 16 KES - 33.03 1 SODA SYSTEM PACKAGE B.I.B. I (COUNTER ELECTRIC - I TOWER) MACHINE - 100 LB. M I CORNELIUS 27880- SCOTSMAN GME1056RS-3A/ BH550S E48232 18 E123670 5A184-T 12 KES 1-GARB, KES W/ BOOST SYSTEM, FILTER SYSTEM, INSTALL KIT FOR NON-STANDARD STORES - BIN NOT READ. IF GIBER ON ICE DISPENSER 3q.01 1 ICE T-STAT KIT SCOTSMAN KSB-I SA1847 12 KES USE WITH SCOTSMAN CUBER # CAME-1002 3q.04 1 ICE MACHINE REMOTE CONDENSER - 700 LB. SCOTSMAN ER6301-52A SA1847 12 KES - 41.00 1 HEATED LANDIN6 ZONE FRYMASTER HLZ-18 - 4 KES - 43.14 1 44.13 1 CENTER ISLAND- 4&" KES GIMFY-48 - 2 KES - 61.01 1 1 FRY BA66IN& STATION 27" 3-VAT FRYER - ELECTRIC - F/F/S KES FRYMASTER F603-S 51H314-2RGSD Egg018 E44571 2 4 KE5 KES MOUNTS ON WORKTOP UNDERCOUNTER FREEZER - 65.04 7q.i4 1 I UNIVERSAL EXHAUST HOOD (L.H.) ELEG FULL-CLAM/4-VAT FRYER MEGIIANICAL CHASE KES KES UH-106 g"x18' S60L. MH12155 E163328 E152104 2 2 KES KES - - 80.00 LANDING TABLE INTERMETRO TLDP-5 - 2 KE5 - 82.00 1 84.01 1 FRY RACK W/BREAKDOHN TABLE - 4 WIDE FRENCH FRY DISPENSER - LOW VOLUME KE5 SGHWAN'S TL.B4-5 6DF14E - E140753 2 4 KE5 MACTU FAGTURER - INCLUDES BASKET RACK 55.02 x 1 36" CLAM5HELL GRILL - ELECTRIC GARLAND/ WELBILT MHE-g501 E288g8 4 KE5 - g6.03 11 g7101 1 MEAT FREEZER - DOUBLE WIDE KES MF30-4 SA6032 5A`t32g 2 KES AIR-COOLED, SELF-CONTAINED &RILL TOOL ORGANIZER KES 60036 - 2 KES - gq.00 1 111.07 1 BUN CART UNIVERSAL HOLDING CABINET - 1-SIDED - PIN d SLEEVE UHC SHIELD SINGLE SIDED UHG TABLE - 1 SIDED - 320DP. LEFT HAND -TWIST-LOCK WING OVEN - PIN 4 SLEEVE HdK/ INTERMETRO HELBILT KE5 KES AMANA CTBUN-30 UHG45P A05HLD-2 TLUHG57S-LH MC22MP - E44571 - - F-40456 2 4 2 2 4 KE5 KES KES KES KE5 - - - SINGLE SIDED PREP - - 116.10 2 116.14 1 117.10 1 118.00 1 11q.03 i Q'IN6 OVEN SHELF - WALL MOUNTED KES 5HOVN-24 - 2 KES MOUNT AT 54' AFF 120.04 1 RAPID TOAST TABLE - I -SIDED - 30" DP. KES TLTST-25S - 2 KES - 122.10 1 VERTICAL BUN TOASTER - PIN 3 SLEEVE ANTUNE5 VOT-20OW SEE RMK5 4 KES ETL RATINGS: ELEC. = g7025855.001 SANITATION = 5341Oq APW/HYOTT 13T15G-3MGD-P*S E43731 4 KES - 122.14 1 CONVEYOR TOASTER - PIN d SLEEVE 123.12 1 PREP TABLE - MFY - 1-SIDED - 30"PP. - RIGHT HAND - TWIST LOCK BISCUIT OVEN KES TLPRP-75S-RH 2 KES SAUCEGUN,BOX, PAPERWRAP 4 KETCH, MUST DISP.HOLDE1;ZS,10)1/6 PANS 131.00 1 WELLS M4200-3S E6070 4 KES - 151.01 1 WORK SINK- 3 COMPARTMENT- 62" WIDE KES SKOI - 2 KES - 153.03 1 SMART WALL SHELVING SYSTEM INTERMETRO SK54-NM - 2 KES (2) 30" WIDE x 364 HIGH UNITS 155.00 1 &RILL TOOL SHARPENER &RILL TOOL SHARPENER SHELF GOZZINI H65-1 - 2 KE5 - 156.00 1 KES g5H10 - 2 KES - 157.00 1 TRASH LINER DISPENSER SHELF KES FRYMASTER A0053 MVOD50 - - 2 - KE5 KE5 - 158.00 1 SHORTENING DISPOSAL UNIT 160.01 1 SMART SHAPE SYSTEM KAY CHEMICAL - - - MANU- iFAGTURER INCLUDES SPRAY -BOTTLE ACTIVATED AND FLOORGARE DISPENSERS 163.00 2 EXTINGUISHER - 5 LB. - ABC FIRE EXTINGUISHER - 10 LB. - BG ANSUL SEE RMKS - - SEE RMKS LOCAL ANSUL AGENT SPECIFIES, SUPPLIES 3 LOCATES PER LOCAL CODE ANSUL SEE RMK5 - - SEE RMKS LOCAL ANSUL AGENT SPECIFIES, SUPPLIES 3 LOCATES PER LOCAL CODE 163,01 ]:FIRE 2 ANSUL 4835 EX5470 - SEE WKS PROVIDED BY LOCAL ANSUL AGENT WHEN REQUIRED 163.02 1 REMOTE AN5UL PULL WALK-IN COOLER / FREEZER WITH FREEZER FLOOR KOLPAK - E416g3 I KES COOLER SIDE IS FLOORLE55 111.05 1 BOHN MAC-365 SA4212 - KE5 BEACON SYSTEM 114.02 1 REMOTE CONDENSING UNIT BOHN BOHN ADTO'10BBGN LETOgOBBGN 5A1525 SA1525 - - KE5 XES BEACON SYSTEM EVAPORATOR BEACON SYSTEM EVAPORATOR 115.10 176.17 1 i COOLER EVAPORATOR - AIR-COOLED FREEZER EVAPORATOR - AIR-COOLED REFRI6ERATOR - UNDERC.OUNTER FREEZER - HORK TOP - 27" WIDE FREEZER SHELVING 24' x 46" x 14' H. - 4-TIER 17q,00 1 13 RA6E AIR UGR20-23 SA2651 7 KE5 LOCATED UNDER FRONT COUNTER 162.00 187.07 1 2 BEVERAGE AIR INTERMETRO WTF27-23 - 5A2651 - 7 2 -1 KE5 IKES - - 188.01 1 FLOOR RACK SYSTEM - 12' x 12" x 1- 1/2' H. CARLISLE FOOD SERVICE 2710 52 iKES - ISq. 12 Igt,01 2 3 COOLER SHELVING 30' x 48" x -16" H. - 3 -TIER VALANCE SHELVING - 18"x48" INTERMETRO INTERMETRO - M1848C - - 2 2 IKES KES - MOUNT AT 6'-8"AFF TO SHELF BOTTOM UNLESS OTHERWISE NOTED DRY SHELVIN6 32"x76'x84" H.- 4-TIER FIXED DENSTOR - - 2 MANU- IFAGTURER - Ig4.54 1 - DRY SHELVING 38"x76'x84" H.- 4-TIER - FIXED DRY SHELVING 38"x88'x&4" H.- 4-TIER - FIXED SAFE - SPECIAL (20' HIGH) HEAT TREAT SOFT SERVE -SINGLE BARREL IGEE MACHINE BLENDER -WALL MOUNT - MGFLURRY MIX -IN DISPENSER - PORTION CONTROL- MCFL.URRY CUP/LID/SPOON OR&ANIZER - MGFLURRY GREW VIDEO DEN5TOR - - 2 MANU- FAGTURER - Ig4.5q I DEN5TOR - - 2 Mom- FAGTURER Ig4.60 I NKL BSN20202OA59GM0 IONNER - Ig6.04 1 205.01 205.02 1 1 TAYLOR GORNELI-us TAYLOR PH71 "V4" SERIES - 2 FLAVOR DWI I SA2650 - Ei12422 6 6 8 KES KES KES SUPPLIED WITH 7'-6" LONG CORD - CONE DISPENSER I5 OPTIONAL SUPPLIED WITH 7'-6' LONG CORD - CONE DISPENSER IS OPTIONAL SUPPLIED WITH FOOT PEDAL AN D MOUNTING BRACKETS 207.01 i TAYLOR X52037-2 2 KES 4 STANDARD SIZE DISPENSERS 207.02 1 TAYLOR BY OWNER X52080 BY OWNER - - 2 - KE5 OWNER - - 20-1.04 i 214.00 1 215.00 2 PO5 PG HARDWARE - FRONT COUNTER BY OWNER BY OWNER OEM - OWNER INCLUDES MONITOR AND CPU 215.04 1 P05 - KY5 MONITOR BY OWNER BY OWNER BY OWNER BY OWNER OEM El06166 - - OWNER OWNER - 5UPPORT5 INSTALLED BY GO IF REQUIRED - MOUNT a 5'-8' AFF IF ITEM # 20.00 I5 USED MOUNT AT 6'-6" AFF IN DRIVE-THRU BOOTH 21.00 1 POS - VIDEO MONITOR Wt/SUPPORTS P05 - RECEIPT PRINTER P05 - OFFICE BY OWNER BY OWNER OEM - OWNER SHELF REQUIRED FOR FRONT COUNTER APPLICATIONS 21cl.00 2 BY OWNER BY OWNER OEM - OWNER - 221.01 1 221.02 x 1 ISP STAND KASHER/DRYER - ELECTRIC STACKED OFFICE PACKAGE - 40" WIDE LUXOR 6.E. DENSTOR LEMFPS4 KSM2420T EXPRESS - El2477 - - - - OWNER OWNER MANU- FACTURER AVAILABLE THROUGH P05 SUPPLIER - 223.05 1 225.00 1 226.01 2 GREW LOCKERS - 12"x18"x (6' HIGH) DEN5TOR 5-121878 - 2 MANU- FACTURER n 700.02 1 MOP SINK GG TBD - 2 GG - - J V 700.05 2 HAND SINK ELKAY CH5-1716-I - 2 6C GC TO PROVIDE 3 IN5T. FLOOR-MTD PLATE -TYPE GOMMER. SINK CARRIER 700.Og 2 ECONOMY OEP BOX W/MOUNTIN6 HARDWARE GG 12560-0100 E7130q 6G 6" H. x 24' L. x 4" OP. PRINTER FURNISHED 501.01 - 1 P05 - RECEIPT PRINTER BY OWNER BY OWNER OEM OWNER RNISHED BY WIAAL-MART FOR GHEGK-THRU SYSTEM ICE MAKER LID HOLDER 50VA TOWER/ BEHIND SH GFUTE lilt COFFEE DI ISPr DER TRARASNlYRi 000 0000 pPE�� 21 P6' EL.E"VA7 I ON r5--�*F-_RON7 EL.EVA7 I ON 1 Il I u' ill I u� N t t Y_Ile O I N I LL o N K2 1 /4" MK.) 1 /4" - 1 ' -O" 21 AN TiL�.% 1/4" = 1'-0" 4 52' -2" W Q } J CL 0! Q Z i 1- W I tt OL O O m 4 '} co ry h d d C 4m .c v ® > ul ® o N to 0 z b W e rn 3:o o g O E lL O/ v Li IL V o c m ■ O In j E O L O p C "�, oa�a c U �LN.N�a�` °� �°'r �0� -saci0 G vaLm a°o°v O U O O O c ° N ° c O a)O Lm o � O O U � o�ca?��� O c °-a'q) © V= F- u C x° O N U) N O ® 1- °:-�0 Q) O O'N U U E O C N C - � . C O- C >.UO O p - O N 0 0 7 N O N Qa U a 0 a (n O U ocm°Lao m V 2 c (D .D � �N`�°N°� °pOV) U V) 7 n� N Oa :2 C3 L0 3 0 1' c O U O 0 ® 7 N V) 7 .N O O ° a� O aa)� tea. t O L C to O a� O F- aL QO� Lam' C N Q to m \ �•r- �\ CA cV z n0 N O I N � N N tL 4 Q < W J NW 00 ul OL POO15g8 MK2°z EQUIPMENT PLAN 7� TITUS DIFFUSER AND GRILLE SGHEDULE SYMBOL MODEL NO. BOOT NECK GEILING TYPE CEILING OPENING REQ. QUANTITY A 0 PAS 0. 8" T—BAR 23 1/2" x23 1/2" 1. 10" 2. 12" 3. 14" 5 B 50—A SEE PLAN FOR ROUND DUCT NECK SIZES. T—BAR 23 1/2 x23 1/2" 4 G TDG 41/lAY SEE PLAN FOR ROUND DUCT NECK SIZES. T—BAR 23 1/2" x23 1/2" 5 MGDONALD'S DESICAN AIR BALANGE SGHEDULE UNIT O.A. R.A. S.A. E.A. PRESSURE KITCHEN 670 5550 4000 +670 DINING 500 1500 2000 +500 MGEF -1 4-75 - 1 4-75 TOTAL 1170 4850 6000 —1415 —505 GREASE REGEPTI GAL C m w _O ' rrj< L iX- m z� 1L O � 1� z0 = N � �O v WATERPROOF GOVER BOX SEALED WATERTIGHT FOR REFRIGERANT LINES REFRIGERATION LINES TO I GE MAKER V HOOD TO DUCT TRANSITION SUPPLIED BY KES 4 INSTALLED BY G.G. METAL STUD WALL ASSEMBLY. REFER TO WAL—MART DRAWINGS 28 1/2" MEGHAN I GAL SYMBOLS a-2 DIFFUSER AND BOOT TYPE INDICATES GFM QUANTITY -i EXHAUST FAN NUMBER INDICATES GFM QUANTITY OTEMPERATURE SENSOR (@ 5'-8" A.F.F.) O SMOKE DETECTOR MOUNTED IN SUPPLY OR RETURN PLENUMS OF HVAG UNITS (SEE SHEET E5) BLACK IRON EXHAUST DUCT DUCT WITH VOLUME DAMPER K. E. S. MGDONALD'S KITCHEN EQUIPMENT SUPPLIER F. B. O. FURNISHED BY OTHERS EXHAUST FAN SUPPLIED AND INSTALLED BY GG. VERTICAL DISGHARGE EXHAUST FAN UL LISTED FOR GREASE REMOVAL. COMPLIES WITH NFPA C16 GLOSS OFF VENTED BASE WITH BLANK —OFF PLATES. HINGED AGGESS TO GREASE DUCT DUCT —TO —FAN ADAPTER PLATE AND GASKET SUPPLIED BY KES l$ INSTALLED BY OG i ALL WELDED ROOF CURB WITH WOOD NAILER STRUCTURAL STEEL SEE STRUCTURAL DRAWINGS. SCALE: NONE GREASE CONTAINMENT SYSTEM �(I 6/1 TO BE PLACED AROUND THE ENTIRE PERIMETER OF EXHAUST FAN CURB, PER WAL-MART { I SPEC, I FIGATIONS. SUPPLIED AND j INSTALLED BY GG. 16 GAUGE BLAGK IRON r j DUCT FURNISHED � INSTALLED BY G.G. WRAP GREASE DUCT WITH TWO LAYERS OF FIRE RATED "F I REMASTER" DUCT WRAP FOR A LISTED GLEARANGE TO GOMBUSTABLE5 OF ZERO I NGHES. FURNISHED AND INSTALLED BY THE G.G. FINISHED GEILING 01 18" MINIMUM- TYPIGAL' 16 GAUGE STAIN LESS STEEL CEILING PLATE - SEE I/HD-I 16 GAUGE STAINLESS STEEL FASGIA BY K.E.S. 16 GAUGE 12 "5/a BLAGK IRON DUGTWORK WITH ALL JOINTS 7 CONTINUOUSLY WELDED GREASE TIGHT. L_ 16 GAUGE STAINLESS STEEL HOOD WITH ALL JOINTS 14 5/4" WELDED GREASE TIGHT TO MEET N.F.P.A. a6 MAX. (MODEL #UH-106) HOOD LENGTH: 106 3/3" DUGT SIZE 12" 5/g DUGT VELOG I TY: 1878 FPM SERVES BOTH GRILL � FRYER; PROVIDED BY KES. U.L. LISTING No. (YYCW): MH12755 5 - 10" x 20" GREASE FILTERS p EXHAUST HOOD AND ENGLO5URE STAND SUPPLIED BY MGDONALD'5 W OWNER/OPERATOR THROUGH KE5. INSTALLED BY GG TO _j COORDINATE DELIVERY WITH KES GONTAGT MGDONALD'S FIELD ' � PROJEGT MANAGER FOR KES INFORMATION LOWO I" THICK GEREBLANKET INSULATION AT REAR CL O 5" AIR 5PAGE AT REAR m m GRILL $ FRYER COMBINATION STATION FINISHED FLOOR LINE OF PROTEGTED COMBUSTIBLE FRAMING STAINLESS STEEL FASG I A OF DUCT LINE OF DUCT SHAFT ABOVE STAINLESS STEEL GE I L I NO PLATE 5/8" TYPE "X" GYPSUM BOARD FINISH 5EC71 ON _ 1=�®r C,,orrbiration 5 1 6r i 1 5 \/a t Ir 5 t a t i 0 r SCALE: NONE NOTEE 1. FIRE SUPPRESSION SYSTEM (ANSUL) PLANS ARE UNDER SEPARATE PERMIT. ���� � ��� �� �S ���� SERVING DINING HVAG UNIT. TO DINING HVAG UNIT 1/4" = 1'-O" MGDONALD'S GOOKINO EXHAUST FAN SGHEDULE: NO SUBSTITUTIONS THE LISTED FANS ARE FROM MGDONALD'S APPROVED SUPPLIERS. 3' CLAM SHELL 6RILL/3-VAT FRYER FAN, 14-15 GFM McEF PENN:MGD-2000, WITH 3/4 H.P. MOTOR GREENHEGK: GUBE142 16, WITH 5/4 H.P. MOTOR INGLUDE 12" CURB AND ELEG. DI SG. SW. 120V/IJ160HZ CUSTOMER SERV I GE : PENN, 1-q31-416-6558 6REENHECK, DREG 6ARNETT @ 1-115-555-3118. MECHANICAL NOTES: A. CONTRACTOR SHALL VERIFY THAT ALL EQUIPMENT, AS SHOWN ON THESE DRAWINGS, WILL NOT CONFLICT WITH ANY DRAINS, SCUTTLES, JOINTS, VENTS, PIPING OR EQUIPMENT, B. THE CONTRACTOR SHALL PROVIDE COMPLETE INFORMATION AND COOPERATION TO THE OTHER CONTRACTORS AND TRADES AS REQUIRED FOR COMPLETION AND COORDINATION OF THE COMPLETE PROJECT. C. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ADMIN5TERING ALL WARRANTIES ON EQUIPMENT WHICH THEY INSTALL. THIS INCLUDES ALL CONDENSERS, REFRIGERANT LINES, AND OTHER ITMMS FURNISHED BY OTHERS AS WELL AS THOSE FURNISHED BY HIM. D. ALL MAKE-UP AIR INTAKES AND OUTSIDE AIR INTAKES SHALL BE A MINIMUM OF 10'-0" FROM ANY EXHAUST FAN, RTU GAS EXHAUST, PLUMBING VENT, OR DRYER VENT. E. PROVIDE VIBRATION ISOLATION DEVICES AND FLEXIBLE CONNECTIONS TO ALL MOVING MACHINERY, F. ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. G. THIS CONTRACTOR SHALL COORDINATE ALL DUCT AND DIFFUSER LOCATIONS WITH SPRINKLER PIPING, SPRINKLER HEADS AND LIGHTING LAYOUTS AS REQUIRED. H. THIS CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND OTHER TRADES, ALL REQUIRED OPENINGS AND EXCAVATIONS. ALL REQUIRED OPENINGS IN FOUNDATIONS, FLOORS, WALLS AND ROOF SHALL BE CONSTRUCTED INTO THE STRUCTURE WITH THE USE OF SLEEVES, CURBS, ETC. CUTTING AND PATCHING SHALL BE HELD TO A MINIMUM. I. ALL ITEMS PROJECTING THROUGH ROOFS SHALL BE FLASHED THROUGH CUR55 OR PIPE SEALS A MINIMUM OF 12" ABOVE THE ROOF. THE PIPE CUR55 AND SEALS SHALL BE INSTALLED BY THE ROOFING CONTRACTOR INSURE THAT AMPLE BOOT OPENINGS ARE PROVIDED TO ACCOMMODATE ANY ELECTRICAL CONDUIT PENETRATIONS REQUIRED. J. ALL SUPPLY AND RETURN DIFFUSERS SHALL BE PAINTED AS REQUIRED BY THE McDONALD'5 PROJECT MANAGER K THERMOSTATS SHALL BE LOCATED GENERALLY AS SHOWN. EXACT LOCATIONS SHALL BE FIELD COORDINATED WITH THE McDONALD'S PROJECT MANAGER TO AVOID INTERFERENCE WITH WALL MOUNTED WORK L. EXHAUST FAN McEF AND CURB SHALL BE FURNISHED BY THE GENERAL CONTRACTOR VERIFY REQUIREMENTS FOR THE ROOF CURBS WITH THE EQUIPMENT SUPPLIER. THE GENERAL CONTRACTOR SHALL FLASH ALL ROOF CURBS, SHIM CURBS DEAD LEVEL. COORDINATE EXACT SIZE 8 LOCATION OF ROOF OPENINGS WITH THE STRUCTURAL FRAMING. M. ROOFTOP UNIT SHALL BE SET TO RUN IN "FAN CONTINUOUS" MODE WHEN EXHAUST FAN IS ENERGIZED. DURING NIGHT SET -BACK HOURS, THE ROOFTOP UNITS SHALL RUN IN "FAN AUTO" MODE. CONTRACTOR SHALL COORDINATE NECESSARY CONTROL WIRING REQUIREMENTS WITH THE MANUFACTURER TO ACCOMPLISH THIS CONTROL SEQUENCE WITHOUT THE USE OF A MANUAL SWITCH ON THE SUB -BASE. REFER TO WIRING DIAGRAM IN ELECTRICAL DOCUMENTS. N. ALL GREASE EXHAUST SHALL BE WRAPPED WITH A UL. L15TED FIRE WRAP SIMILAR TO TIREMASTER" WRAP. INSTALLATION SHALL BE IN COMPLIANCE WITH MANUFACTURER'S SPECIFICATIONS. WRAP TO BE PROVIDED d INSTALLED BY G.C. O. THE GENERAL CONTRACTOR SHALL INSTALL HOOD SYSTEM PROVIDED BY McDONALD'5. THE HOOD SYSTEM SHALL INCLUDE, BUT 15 NOT LIMITED TO, THE HOOD, THE HOOD -TO -DUCT TRANSITION, THE DUCT -TO -FAN ADAPTER PLATE, CLOSURE PANELS, ETC. THE CONTRACTOR MAY ORDER THE HOOD AND TRIM FROM THE FOLLOWING SUPPLIERS: H 4 K DALLAS (214) 818-3500 FRANKE CONTRACT GROUP (1-888) 4FRANKE P. THE GENERAL CONTRACTOR SHALL PLACE THE FREEZER/COOLER CONDENSER ON THE ROOF. THE ELECTRICAL CONTRACTOR 15 TO MAKE THE ELECTRICAL CONNECTIONS. REFRIGERATION CONNECTION AND CERTIFIED STARTUP TO BE PERFORMED BY KITCHEN EQUIPMENT SUPPLIER Q. THE REMOTE CONDENSING UNIT WITH LINE5ET6 SHALL BE PROVIDED BY OWNER ORDERED THRU K.E.S. AND INSTALLED BY G.C. R. THE CONTRACTOR SHALL CONSTRUCT AND INSULATE ALL HVAC DUCTS AS PER WAL-MART SPECIFICATIONS WITH THE EXCEPTION OF THE GRILL/FRYER EXHAUST DUCT, WHICH SHALL FOLLOW THE SPECIFICATIONS STATED ON THIS SHEET. UP THRU ROOF. �fANUFAGTURER'S 9FFSET VENT TO ON THIS SHEET. I. ALL DIMENSIONS ARE TAKEN ARE TO FACE OF WALL FINISH. 2• THE GENERAL CONTRACTOR SHALL STUDY THE MECHANICAL ROUGH -IN PLAN PREPARED BY McDONALD'5 13EFORE INSTALLING ANY BASES,SLAB POURING, ERECTING UTILITY CHASES OR PROVIDING FOR ANY INSTALLATION CONNECTED WITH THE KITCHEN EQUIPMENT. 3, THE MECHANICAL CONTRACTORS ARE TO EXAMINE FIXTURE LEGENDS AND RELATED MISCELLANEOUS DETAILS BEFORE PROCEEDING WITH ANY ROUGH -IN WORK 4, ALL MECHANICAL PLUMBING AND ELECTRICAL WORK SHALL COMPLY WITH ALL APPLICABLE LOCAL,STATE AND HEALTH CODES AND RESTAURANT COMMISSION. 5. ALL EQUIPMENT SHOWN OR INDICATED ON PLAN SHALL CONFORM WITH LATEST N.S.F.STANDARDS,NPP.A.REGULATIONS AND LOCAL BUILDING CODES. 6. ALL DIMENSIONS SHOWN ARE FROM FINISHED WALLS,FLOORS,OR BASES, MECHANICAL CONTRACTORS SHALL MAKE ALL NECESSARY DIMENSIONAL ALLOWANCES. 1. EQUIPMENT REQUIRING ELECTRICAL POWER TO OPERATE,(FINAL CONNECTION, WIRING,HOOK-UP,ETC.)6HALL BE DONE BY THE ELECTRICAL CONTRACTOR. 8. THE ENTIRE REFRIGERATION SYSTEM SHALL BE WIRED AND CONNECTED BY THE ELECTRICAL CONTRACTOR AS DIRECTED BY THE KITCHEN EQUIPMENT SUPPLIER. S. EQUIPMENT VENTILATOR WIRING IS TO AN INTERLOCK SYSTEM PROVIDED AS PER McPONALD'5 SPECIFICATIONS. WDONALUS KEY PLAN XKdT. prtners 1201 Dublin Road Columbus, Ohio 43215-1026 T 614.221.0840 F 614.221.2484 inbox@wdpartners.com wdpartners.com Columbus Dallas Los Angeles Chicago Miami �-C o O C ® OL ® ♦� C 0 L C 2 oC a M0:�3O N O O O o QLNo�� L O 3 - CL o a o a L. ac 2 o U F N ® O O O - ° g E U L + V _ N d 0 C U C OOpCLL Nt o a ``� v E vL . .®® 0 o +L L .0 L p O O C C 0 0 0 N U O C N O O C A O N C U 3 o a0i N a° a ® moo ® 0- ass o- N CJ C C L+ O 1)O O 4! C 7 o MN�: W W U 7p 7- 3 L c o a 0 O N v W Q o O-O L o��o v !ja� w �•- IL L I— W UO ._ 7ooui� WAL*MART #3207 RHINEHART ROAD & ST. JOHNS SANFORD, FL REVISIONS 179 A. REVISION #4 05.17.02 17402 B. PER CCD#1 04,25.03 DATE ISSUED 05.17.02 PROTOTYPE WAL*MART j SITE ID # P001598 WD PROJECT NUMBER 0055.058-00 L) MM1 w 12" W.G. 6A5 PRESSURE PIPE DOWN FROM PRESSURE RE6ULATOR ON _�I L E 6 E N I� 1 f3 ROOF o 6AS PIPING 55 UNDER SLAB SANITARY SEWER PIPING I!! 1 1/2 6W UNDER SLAB 6REASE WASTE PIPING 1 — — — VENT P I PE 0. 5/4"4 1 1/2'.4 — — —GOLD WATER PIPING ,� -- 1100 HOT WATER PIPING O 6AS/ELEG. - - - 1400 HOT WATER PIPING _- 2 CLAM 6RILL CLOTHES DRYER 1 3-VAT FRYER — — SLEEVE IN OR BELOW SLAB I� 22 MBH 510 MBH — OVERHEAD LINES 1 6 DIRT LE6 ( NP) ® PIPE OR SLEEVE THRU SLAB _= ® FLOOR DRAIN (D6AS GOGK C) GLEAN OUT 2 AUTOMATI 6AS SHUT-OFF VALVE PART F ANSUL P GKA6E Qb FLOOR SINK o PIPE UP/DOWN N CHECK VALVE NO TO SCALE I�I BALL VALVE 6AS PIPE TOTAL EQUIVALENT LENGTH: 100 FEET ® THERMOSTATIG MIXIN6 VALVE �: TOTAL CONNECTED 6AS LOAD: 332 MBH K. E. S. KITCHEN EQUIPMENT SUPPLIER F. B. 0. FURNISHED BY OTHERS COMPACTED SAND SECT I OI � A —A 3 PIPE J=�00R 5 1 NK P TAiL NOT TO SCALE 3' —0" 6'—O" 3' —0" ,I PLAN MoPC ALP' S FLUMB I N6 FIXTURE SCHEDULE BY TA6 MANUFACTURER MODEL AGGESSORIES COMMENTS ROUGH -INS 1-InT rol n c,AKI VG1JT PG M5-1 FIAT M5B-2424 7RAP�3 GHHIGTAA00 FAUCET No.5q-1-RGF INTEGRAL VACUUM BREAKER FAUCET WITH INTEG 3/4" 3/4" 3" 2" PC HS —1 ELKAY GH5-1-116-2 STANDARD FAUGET:GHIGA60 FAUCET No. 651 RIM HEIGHT: 54" A.P.F. STAINLESS STEEL SENSOR FAUGET:GHIGAGO FAUCET No. 553 (OPERATOR EXTRA) SENSOR FAUCET REQUIRES A CHICA60 #I1'1 2° 2° GHS -1j1 -1 HAND SINK SUPPLIES/STOPS: T45 BRASS B-1305(FLEXIBLE) 24 V TRANSFORMER - TRANSFORMER ORDERED 1/2" 1/2° TRAP:I 1/4"P-TRAP 5TRAINER:GHIGA60 FAUCET No.33-1 GRID SEPARATELY (ONE PER SINK). TRANSFORMER TRAP WRAP: BR06AR G500-R5H CARRIER: ZURN Z-1225 INSTALLED BY ELECTRICAL CONTRACTOR. KE5 K5- 1 FAUCET: INTEGRAL PART OF UNIT PLUMB. CONTR. TO PROVIDE AND INSTALL 3—GOMPARTMENT PART OF SUPPLIES/STOPS: T45 BRASS B-1305(FLEXIBLE) 5UPPLIE5/5TOP5,TRAP, 4DRAIN GONNEGTION5. DRAIN 3/4" 3/4" 3" 2" 5GULLERY SINK KES PACKAGE SINK TRAP: 1 1/2" P-TRAP OR INDIRECT PLUMBI. CONTR. To INSTALL(BY FAU�)4 HITHPG DRAIN: BASKET TYPE -INTEGRAL PART OF UNIT KE5 TO PROVIDE AND PLACE 5INK5. MPM HM-I SPEED -QUEEN EA-2020 GUY GRAY 5-150 SPACE SAVER BOX PLUMB. GONTR. TO PROVIDE AND INSTALL (2) 3/4" PI5TON TYPE WATER HAMMER ARRESTORS 6UY GRAY 13OX 4 WATER HAMMER ARRESTORS AND PLACE 3/4" 3/4" 2" 2" OWNER/OPERATOR TO PROVIDE --- CLOTHES WASHER. PG --- ABBREVIATION LE6ENO: KES — KITCHEN EQUIPMENT SUPPLIER SSI - SODA SYSTEM INSTALLER MPM - MGDONALD'S PROJECT MANA6ER ry' PG - PLUMBIN6 CONTRACTOR IN r �I J I i H5-1 HAND < SINK �-2" I AG lad L 2" I HS-1 LF I� I SANS I r MGDONALO'S 4" FGO i 3 -GOMPS I NK 2" 0. Q 211 ­211 1I �— 2 " I�P ' I Q 4" FGO11 I „ WASHING 12 3 511 MACHINE I MOP ISINK I \ 4„ 2" I 211 / 411 511 i i 3 AT SELF SERVE AT SODA F 4 / 4" 3 i SYSTEM 3 FD-8 I 4" AT COOLER/ 2 4" SANITARY SEWER FROM 1 FREEZER WAL—MART RETAIL SPACE. 4 I I � I 3" I NOTE: PROVIDE A TRAP PRIMER FOR EVERT MGDONALD'S FLOOR DRAIN/FLOOR SINK. CONNECT -'j TO NEAREST WATER SOURCE. 411 5" VT CONNECT NEW 1-1/2" GW 4 1406 HW TO VALVED STUBS. FIELD VERIFY EXACT CONNECTION LOCATION / — GW 1 1408 HW SHUT-OFF Ab VALVES IN MGD'S SPACE /__ , Lt�"1 i 1 1 I I I I �f -------—�"---- -----� — — ! I I I- - - - 1-- i II I 4" FGO II I II I - -++— -- -- -I- - - -- II I THERMOSTATIC MIXING II I VALVE. II II I II II IIEli8 II II I AB II L— ___ 4" FGO ___________ 5S --- L-- ----------------- �— 4" UNDERSLAB SANITARY SEWER FROM WAL—MART RETAIL SPACE. Lm,l�5IN6 FLOOR FLAN 1/4" = 1'-0" KITGHEN EOU I PMENT ? Nl;) I RECT F I F I N6 1;�E_TA I L. NO SCALE GONNEGT NEW 1-1/2" 1408 1 HW TO VALVED HW STUB. \ FIELD VERIFY EXACT GONNEGTION LOCATION. 1/211 1 CONNECT NEW 1-1/2" GW 1 TO VALVED GIN STUB. FIELD VERIFY EXACT HS-1 1/211 CONNECTION LOCATION. HANDSINK 5/4" 3/4" 1` /�,5/4" 3/4" 1 ,1 H5-1 /4" HANDSINK (� 3/� 3/4" 1 THERMOSTATIC i1 - TEMPERIN6/ANTI-SCALD 3/4'_"', 1� ' MIXIN6 VALVE." - SET AT 1108F• MGDOPNALD'S 3-GOMP SINK WASHIN6/4 i1 MACHINE 4" UNDERSLAB 6REASE WASTE TO 6REASE M5-1 INTERCEPTOR (FBjj O) . MOPS I NK 4" UNDERSLAB SANITARY �— SEWER TO WAL-MART VRAt RETAIL SPACE. \� NO SCALE `.. NOTE: SEE WAL-MART PLUMBING DRAWINGS FOR FLOOR DRAIN SCHEDULE WWII! ii!11017N jiliii�� � uii�joi MR, Oft- w d 1111111111 NO SCALE 3/4" STAINLESS STEEL REOUGED PRESSURE BACKFLOW PREVENTOR ASSEMBLY. ALL PIPIN6 DOWNFLOW OF THE BAGKFLOW PREVENTOR SHALL BE EITHER STAINLESS STEEL OR PLASTIC. I ,/411 GOPPER SHALL NOT BE ALLOWED. : MGDONALD'S SODA SYSTEM PLUMBING NOTES: A. PLUMBING CONTRACTOR SHALL EXECUTE ALL WORK 60 THAT IT PROCEEDS WITH A MINIMUM OF INTERFERENCE WITH OTHER TRADES. B. VERIFY EXACT ROUGH -IN AND FINAL EQUIPMENT REQUIREMENTS WITH ROUGH -IN DRAWINGS PROVIDED. C. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL CONNECTIONS TO PLUMBING FIXTURES AND KITCHEN EQUIPMENT. THIS INCLUDES, BUT IS NOT LIMITED TO, FURNISHING AND INSTALLING ALL TRAPS, DRAINS, AND SUPPLIES WITH $TOPS. D. THE PLUMBING CONTRACTOR SHALL VERIFY THAT ALL PIPING, AS SHOWN ON THESE DRAWING6 WILL NOT CONFLICT w/ ANY DRAINS, SCUTTLES, JOINT$, VENTS, EQUIPMENT, ETC. E. COORDINATE ROUTING AND LOCATIONS OF WASTE AND VENT PIPING WITH ALL OTHER TRADES. F. THE PLUMBING CONTRACTOR SHALL COORDINATE w/ THE GENERAL CONTRACTOR AND OTHER TRADES, ALL REQUIRED OPENINGS AND EXCAVATIONS. ALL REQUIRED OPENINGS IN FOUNDATIONS, FLOORS, WALL6, AND ROOFS SHALL BE DESIGNED INTO THE STRUCTURE INITIALLY BY THE USE OF SLEEVES, CURBS, ETC. CUTTING AND PATCHING SHALL BE HELD TO A MINIMUM. G. ALL ITEMS PROJECTING THROUGH THE ROOF SHALL BE FLASHED A MINIMUM OF 12" ABOVE THE ROOF. ALL VENTS SHALL BE A MINIMUM OF 10'-0" FROM ANY OUTSIDE AIR INTAKE. H. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTING WATER SUPPLY TO THE COFFEE MAKERS, TEA BREWERS AND ICE MACHINES. INSTALL ADDITIONAL BACKFLOW PREVENTION DEVICES AS REQUIRED BY LOCAL CODES. I. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDENSATE DRAIN PIPING AND FITTINGS. INSULATE ALL CONDENSATE DRAIN PIPING AND FITTINGS INSIDE THE BUILDING WITH 1/2" 'ARMAFLEX' PIPE INSULATION. J. POT @INKS AND SALAD @INKS TO BE ANCHORED TO WALL AND SEALED w/ SILICONE CAULKING K. INSTALL AUTOMATIC GAS 6HUT-OFF SOLENOID VALVE (FURNISHED BY ANSUL) IN GAS LINE TO COOKING EQUIPMENT. INTERLOCK WITH HOOD FIRE 5UPPRE5610N SYSTEM. VERIFY REQUIREMENT@ WITH HOOD SUPPLIER. INSTALL UNIONS AT THE 60LENOID VALVE. L- QUICK DISCONNECTS AND FLEXIBLE LINES FOR THE GAS KITCHEN EQUIPMENT SHALL BE PROVIDED BY THE KITCHEN EQUIPMENT CONTRACTOR. SHUT OFF COCK6 (PROVIDED BY PLUMBING CONTRACTOR), QUICK DISCONNECTS AND FLEXIBLE LINE6 SHALL BE INSTALLED BY THE PLUMBING CONTRACTOR. SAFETY CABLES SHALL BE INSTALLED FOR GAS AND WATER EQUIPMENT ON WHEELS. M. PROVIDE DI -ELECTRIC COUPLINGS AT ALL DISSIMILAR METAL PIPE CONNECTIONS. N. PROVIDE WATER HAMMER ARRESTORS AT EACH FIXTURE OR GROUP OF FIXTURES. 0. PROVIDE VACUUM BREAKERS AT FIXTURES w/ HOSE THREAD CONNECTIONS AND APPLIANCES w/ DIRECT CONNECTIONS TO DOMESTIC WATER P. COORDINATE ROUTING AND LOCATION OF PIPING WITH DUCTWORK, LIGHTS, AND STRUCTURE. PIPING SHALL RISE, JOG OR OFFSET AS REQUIRED TO AVOID CONFLICTS. MODIFICATION OF INSTALLED PIPING TO RESOLVE CONFLICTS ARISING FROM LACK OF COORDINATION SHALL BE DONE BY THE PLUMBING CONTRACTOR AT NO EXPENSE TO THE OWNER Q, ALL DESIGNATIONS FOR K.E.S. = KITCHEN EQUIPMENT SUPPLIER FOR APPROVED EQUIPMENT AND 16 CONTRACTED BY MCDONALD'6 OWNER/OPERATOR TO SUPPLY KITCHEN EQUIPMENT AND/OR INSTALLATION OF EQUIPMENT. 4" UNDERSLAB 6REASE WASTE TO GREASE TRAP _ ( FBO) . 4" UNDERSLAB SANITARY SEWER TO WAL-MART RETAIL SPACE. DRAIN INDIRECT CONDENSATE FROM FREEZER/COOLER EVAPORATORS TO ADJACENT FLOOR DRAIN/FLOOR SINK. 1. ALL DIMENSIONS SHOWN ARE TAKEN TO FACE OF WALL FINISH. 2. THE PLUMBING CONTRACTOR WILL PURGE ALL WATER AND GAS LINES BEFORE FINAL CONNECTION. 3. THE PLUMBING CONTRACTOR WILL TERMINATE ALL WATER AND GAS ROUGH -INS WITH SHUT-OFF VALVES BEFORE CONNECTING TO KITCHEN EQUIPMENT AND RELATED FIXTURES. 4. ALL OVERHEAD GAS LINES TO TERMINATE ABOVE CEILING AND EXTENDED TO TO EQUIPMENT DURING EQUIPMENT INSTALLATION. 5. THE PLUMBING CONTRACTOR SHALL EXTEND ALL FILTERED COLD WATER LINES FROM FILTER ON SODA FACTORY. 6. THE PLUMBING CONTRACTOR SHALL EXTEND ALL CONDENSATE AND INDIRECT DRAINS ON THE EQUIPMENT TO THE FLOOR DRAINS IN A56OCIATED LOCATIONS. 7. ALL CONTINUOUS SLEEVES TO HAVE LONG SWEEP ELBOWS. S. ALL SLEEVES IN SLAB TO TERMINATE AT I"A.FRUNLE56 OTHERWISE SPECIFIED. 010011M EMMKIN 15 McDONAL®'S KEY PLAN 4iP, id TM partners 1201 Dublin Road Columbus, Ohio 43215-1026 T 614.221.0840 F 614.221.2484 inbox@wdpariners.com wdpartners.com Columbus Dallas Los Angeles Chicago Miami eXpeS TE L 0 O O " C .3 U1 C �, O 0 O C U V O O+ O ® C O:-. OU �+ v 0 -C 6 0 U p L ° Cc0 T —O 1y 0 v a�•��a v o03No6� CLCl- a�vQ)'v0 L C�E� O 0 U .. a-. U O O N W U V O +L ,C O O` O C s O O - -w v+L+ 'D7 N O = O L wo O 0 0 _ y 0 C w w C C N O O G T U 0+,o�3`a7i w'0-_0 -O 0 L 2 U O O m ® 0_ C N O N M v D �CE N -Ov vl 0 O V U) •� L O O U "0 N O Q w0 ,Lf. 0 + 2 0 0 0 N rL O 0.00 2U N'- W U) O d— a C 7 7 0O N L 7 0 (n UO H NU 0 h WAL*MART #3207 I RHINEHART ROAD & ST. JOHNS * SANFORD, FL 41 yC.i*. SfYL n 12093 r REVISIONS A. REVISON #4 05.17.02 j E PER CCD#1 05.16.03 C. PER CCD#2 05.23,03 W W E0 Im Efl r3 ED DATE ISSUED 05.17.02 PROTOTYPE WAL*MART SITE ID # P001598 WD PROJECT NUMBER 0055.058-00 O O LL A VIF Verify in Field PG = Plumbing Contractor M U TA6 # OTY DESCRIPTION 6AS TYPE OAS BTU 6AS SIZE HW GW MISG PLB6 H6T AFF DRAIN REQUIREMENTS i REMARKS 021.05P1 1 GOFFEE BREWER - SOFT HEAT - 5IN6LE - - - - - 1/2" TREATED SEE RMKS - ON CHASE FROM SODA SYSTEM - IF NO CHASE RUN IN 2"GOND TO JB 1Q2Q.01P2 -BEV INSTALLER TO CONN GW LINE, LOCAL GOOES PERMITTIN6 1 SODA TOWER - GOLD PLATE - - - - - - 6" PVG CONDUIT SEE RMKS - ABOVE CEILING FROM SODA SYSTEM - TERMINATE AT CHASE 8 VALVE - LEVER CONTROL ,1 02q.01P3 I SODA TOWER -GOLD PLATE - - - - - - 6" DRINK GOND. SEE RMKS - ON CHASE FROM SODA SYSTEM - BEVERAGE INSTALLER TO MAKE FINAL =° 8 VALVE - LEVER CONTROL CONNECTIONS, LOCAL GODES PERMITTIN6 033.03P2 1 SODA SYSTEM PAGKA6E B.I.B. - - - - - 6" PVG CONDUIT SEE RMKS - OVERHEAD TO SODA TOWER GHASE(S) - SUPPLIED BY PG (GOUNTER ELEGTRIG - 1 TOWER) 033.03P3 1 500A SYSTEM PAGKA6E B.I.B. - - - - - 6" DRINK GOND. SEE RMKS - OVERHEAD TO SODA TOWER GHASE(S) - BEVERA6E INSTLLER TO MAKE (COUNTER ELEGTRIG - 1 TOWER) FINAL GONNEGTIONS, LOCAL CODES PERMITTIN6 033.03P4 1 SODA SYSTEM PAGKA6E B.I.B. - - - - 3/4" - 3' -6" - PG TO MAKE CONNECTION FROM WALL LOCATION TO SODA SYSTEM { (COUNTER ELEGTRIG - 1 TOWER) (VERIFY HEI6HT IN FIELD) (,033.03P5 1 SODA SYSTEM PACKAGE B.I.B. - - - - - 1/2" TREATED SEE RMKS - FLEX LINE OVERHEAD TO ICE MAKER CHASE - BEVERAGE INSTALLER (COUNTER ELEGTRIG - 1 TOWER) TO MAKE FINAL CONN, LOCAL CODES PERMITTIN6 033.03% 1 SODA SYSTEM PAGKA6E B.I.B. - - - - - 1/2" TREATED SEE RMKS - FLEX LINE OVERHEAD TO BEV STATIDN FOR COFFEE MAKER S) (COUNTER ELEGTRIG - 1 TOWER) -BEVERAGE INSTALLER TO MAKE FINAL CONN, LOCAL CODES � PERMITTIN6 `05q.01P2 1 ICE MACHINE - 100 LB. - - - - - 1/2" TREATED - - FLEX LINE OVERHEAD FROM SODA SYSTEM - BEVERAGE INSTALLER TO 1' MAKE FINAL 6ONNEGTION5, LOCAL CODES PERMITTIN6 03G.01P3 1 IGE MACHINE - 700 LB. - - - - - REFRI6 LINES - - PRE-GHAR6ED REFRI6ERATION LINES OVERHEAD FROM REMOTE I GONDENSIN6 UNIT 1151.01P1 1 WORK SINK- 3 COMPARTMENT- 62" WIDE - - - - - 3"WASTE 2"VENT - - PG MAKES FINAL CONNECTIONS 4VENT PER LOCAL CODE ]51.O1P2 1 WORK SINK- 3 COMPARTMENT- 62" WIDE - - - - - - - 1 1/2" PG TO MAKE FINAL GONNEGTIONS PER LOCAL CODE 51.O1P3 1 WORK SINK- 3 COMPARTMENT- 62" WIDE - - - 3/4" 3/4" PC MAKES FINAL CONNECTIONS PER LOCAL CODE I 140D _175.1OFI 1 GOOLER EVAPORATOR - AIR-GOOLED - - - - - 3/4" LINE - - 3/4" CONDENSATE DRAIN LINE W/RETURN BEND & TRAP -BUFF. BY -- REFRI6. CONTRACTOR 175.1OP2 1 COOLER EVAPORATOR - AIR-GOOLED - - - - - - - - OPENING FOR 5/4" CONDENSATION DRAIN LINE -SEALED WEATHER TI6HT i r.° BY OC 175.IOP3 1 COOLER EVAPORATOR - AIR-COOLED - - - - - REFRI6 LINES - - RUN TO REMOTE GONDENSIN6 UNIT -INSULATE FULL RUN =1 LEN6TH-IN5TALLED BY REFRI6. GONTRAGTOR =]76.17P1 1 FREEZER EVAPORATOR - AIR-GOOLED - - - - - 3/4" LINE - - 3/4" CONDENSATE DRAIN LINE W/RETURN BEND 8 TRAP -BUFF. BY REFRI6. CONTRACTOR 176.17P2 1 FREEZER EVAPORATOR - AIR-COOLED - - - - - - - - OPENIN6 FOR 3/4" CONDENSATION DRAIN LINE -SEALED WEATHER TIGHT h BY 6G j76.17P3 1 FREEZER EVAPORATOR - AIR-COOLED - - - - - REFRI6 LINES - - RUN TO REMOTE GONDENSIN6 UNIT -INSULATE FULL RUN M LEN6TH-INSTALLED BY REFRI6. GONTRAGTOR 205.02P1 1 IGEE MACHINE - - - - - 1/2" TREATED SEE RMKS - FLEX LINE OVERHEAD TO IGEE MACHINE FROM SODA SYSTEM - I BEVERAGE INSTALLER TO MAKE FINAL CONNECTIONS 223.05P1 1 STAGKED WASHER/DRYER - ELEGTRIG - - - 3/4" 3/4" - 4'-0" 3" DRAIN - g 140 100.02PI I MOP SINK - - - 5/4" 5/4" - 2'-b" 3" DRAIN 3" WASTE DOWN W/ 2" VENT UP - HW =140 DE,31REE5 t00.05P1 2 HAND SINK - - - 1/2" - - SEE RMKS 2 1/2" D 2" WASTE @ 1'-3" AFF WITH 1 1/2" VENT UP - WATER LINES @ 1'-10" - HW =110 DE6REES 701.10P1 3 3" FLOOR DRAIN WITH FUNNEL - - - - - 2" VENT - 3" DRAIN SEE PLUMBIN6 SPECIFICATION LE6END FOR ADDITIONAL INFORMATION 1 VIF = Verify In Field MECHAN I®xL. SCH�MGMechanlcal Gontraotor CAL. rTA6 # OTY DESCRIPTION MODEL HOOD L6TH FILT# FILTER AREA UL EXH REO ACTUAL EXH NER LIST FILTER VEL DUCT SIZE DUCT VEL REQUIREMENTS 8 REMARKS 4_07G.14MI 1 UNIVERSAL EXHAUST HOOD (L.H.) UH-106 106 3/4" 4 1000 50 IN 1477GFM 1475GFM NER-520 256FPM 12" lb78FPM HOOD TO BE INSTALLED BY KES ELEG FULL-GLAM/4-VAT FRYER 223.05MI 1 WASHER/DRYER - ELEGTRIG STACKED - - - - - - - - 4" VENT - VENT TO BE RI6IO ALUMINUM OR B 6ALVANIZED STEEL 1/4" = 1'-0" ® I TM partners 1201 Dublin Road Columbus, Ohio 43215-1026 T 614.221.0840 F 614.221.2484 inbox@wdpartners.com wdpa tners.com Columbus Dallas Los Angeles Chicago Miami exiles TE v �t o o N O O O C U U ® 0 0� o•v � c o -o ■® ° c C a° a 0 3 a v U N v 0 Z' o 'c -° ` 0 aac+ O o o 3 CL O 0, 0 aQ?.Q'CGEv ® o -vxc.- �+x C•- E# y U O / a © U C U E O- d L V -0 N �+ v N O_ _+ C O O 0 C CIE //�J vI O - L UL Q N v O� 0 N O v 0 O p C L- v O N p O O C C _ O v O O C C N O C „ U Q'3 o aciaEo-`� 2 ® 0 0 0 v a O - v o vi 0 -o cLocviE O N C Of O U 0v N C E 0 N N-0 c N LU 1L' N O U 0 W 2-0 O 401 O 0v •= U ' v +� 0 C Z3 D-• 0 p O' v L 7 N GENERAL NOTES:fl 1. ALL DIMEN51ON5 SHOWN ARE TAKEN TO FACE OF WALL FINISH. = 2. THE PLUMBING CONTRACTOR WILL PURGE ALL WATER AND GAS LINES BEFORE FINAL CONNECTION. 3, THE PLUMBING CONTRACTOR WILL TERMINATE ALL WATER AND GAS ROUGH -INS WITH SHUT-OFF VALVES BEFORE CONNECTING TO KITCHEN EQUIPMENT AND RELATED FIXTURES, 4, ALL OVERHEAD GAS LINES TO TERMINATE ABOVE CEILING AND EXTENDED TO TO EQUIPMENT DURING EQUIPMENT INSTALLATION. 5. THE PLUMBING CONTRACTOR SHALL EXTEND ALL FILTERED COLD WATER LINES j FROM FILTER ON 60DA FACTORY. WAL*MART #3207 fl (o. THE PLUMBING CONTRACTOR 6HALL EXTEND ALL CONDENSATE AND INDIRECT RHINEHART ROAD & DRAINS ON THE EQUIPMENT TO THE FLOOR DRAINS IN ASSOCIATED LOCATIONS. $T, JOHNS 1. ALL CONTINUOUS SLEEVES TO HAVE LONG SWEEP ELBOWS. SANFORD, FL 8. ALL SLEEVES IN BLAB TO TERMINATE AT I"A.F.F.UNLES6 OTHERWISE SPECIFIED. 1 � 3rcr1L REVISIONS 0 A. REVISON #4 05.17.02 y B PER CCD#1 04.25.03 .3 : e B W ® ®w , o ED T-IL B d� 3 � b M B y �yj DATE ISSUED ; 05.17.02 rd PROTOTYPE , WAL*MART SITE ID # T A - P001598 WD PROJECT NUMBER 1 �I 0055.058-00 WDONALUS KEY PLAN �j M3 a UL ' 101-- [- ------- - . ...... .;, 15 v 9 E 0 m 0 v v 9 m -5 2" IRRIGATION WATER I f ( . SUPPLY i ( 1 r. 1 t 9 ,._. a eF we o y:. I ::.w/— y1 2" WATER IRRIGATION / Y 3"yTR I ;1 f r SERVICE WITH MAIN g IFD11�I ' 4»-7-SS,,, ' ' � SHUT-OFF AT , 4" f D-3 ;� 8"AFF « n, y_ « 6 a { -, -;��. ,�_�_ . k_~ �i 11 __..e,., 2I "I' - 9" W.w � 1 2 IW TO GARDEN 1 1 /2 IW TO RAINBIRD CENTER HOSEREELS IRRIGATION SYSTEM REF 6-P3 & 7-P3 REF 6 P3 & 7-P3 MECHANICAL CLOSET (: 2)PLUMBING PLAN = 1'-O!$ c 2'- Of) (D,D 11 t FPWH° t REF CIVIL I REF 2 P4 ` DRAWINGS t ',„<,; 4" SUMP PUMP P2 DISCHARGE REF 7-P4 ..< ( f F # # , 1 it Y , .r_.u_ .. ... ( u 4 "+ DRAWN FROM t' ? 6 ISt 1 sIF TRUCK WELL 114'-6" 212'- 5" 55'-8" 90'-7" w, 1'-6» REF CIVIL DRAWINGS a 4 5 4" SUMP GP2 GP5 UMP P2 1 -� 2P 0DISCHARGE ` REF 7 P4 1 /�„ ®® w —®—.�� { , I I I 6" TWO-WAY 11 V I 1, g CLEANOUT INVERT I s.`= I 11 11 ELEVATION = 93.00' €'' jf i C ``$ 1 , REF CIVIL DRAWINGS 4�"— RAIN FROM b I e ? dyjt <,I ` `" /f, TRUCK WELL _ .a— .� y I J +3 � "' � �M� _ 1 5 1 [ S S{ t,:II .. —v% , i, u. , 153'-4" Iili, 12" DOWN THRU SLAB __1 ..H1"Ill' ­ --, ' WITH CLEANOUT AT 0 18"AFF TYP OF 6 : < m I _ �� ;:3 g i 1�i is A §f`' ,r I. .1, rIm „ „ 15.3 a 13 / 10 9(:D 7 I 3 4 u >' I 1 ,III 5 3 12" OVERFLOW STORMLINE „f. ( HOLD ROOF DRAIN , REF CIVIL ROUTE PIPING AS » 12 UP TO V�,!' '# ;; I ' 3 DOMESTIC WATER I � I}� LEADERS AS HIGH i!t€ I ti DRAWINGS TYP HIGH AS POSSIBLE I » OVERFLOW 1 TERMINATE THRU WALL HIGH j ' A POSSI LE P° f _., >�' �°, ! ND 8 FIRE SERVICE1 1 S B TY I ; , TYP OF 6"i i v., '.� " » 1 ',. it ^_ a IN JOIST SPACE -r IA I ROOF DRAIN P3 w y GP2 GP5 _ f11 k i 12..Y r_, - < , }f .,. �. .._ y ..,,, .{s . -:� <',,,��.<,n4 F- 15.101 � # ENTRANCES I € ? I ,, "` ` O r REF ARCH DRAWINGS 0 gi AB VE DUCTWORK TYP OF 12 f ?' � � t EF NGS t ? `� J` I ' (1 /2"/FT FALL) TYP o CI IL DRAWI 12 - E ,< �,,�> .�.<..Y, I \ ' < °: / R V F— ' to D EF 1 MP1 R . # f � R RD'-S S --c g -- - -- ®-®- ®v--.�® - - ----- - T ---®® - :� «.�_u.. �, ,�,.�.,�,. _..e,un M<-.�u> ,.�:,__ .�> _,_,�.. �.d,.m.�n�..w�,m�ax._._..��._..��..m_,.._,,__«,..,,�.. u r _. �_ �, . �.�r,<-ri. _ ..�_�.r,,.�, t ,. 4: . „ s.:, :, .. ..,, «..«.m,.:,_wn ..,. m.,>-".,.._,:.., ...P,,,".. .,.,.:�<._.,v��-.:.r�z,.._:.�sr:-.�.r.cr-a.'<-::u _f.; -_-..-.,, _ ,....... _. wa, �. - . w> a ..u_ ._., _., wwT . , ..., , . ,.- ,v . _ . r .. e� :.« ti.. _ _ , _ e� I afi / t 1� .._ ,. J, .., ,_.�.�. ,_.�, _ , _ _ _.12 a. y' ..,s,.. ».,..,. „, ,.nw, -�tiw. N . F Tr=­ O"'—'o--ORD r ! 's, �,,. _.. #4 . £a ? — Y !t yf..,,.e,>,<„F'.:.. yi $ v 4i „� ,.. r % ; v t. ' ' •A`Es- I i I �Si Xy i II d ;5 _ d L " _ 1 _,,,.A"bw» ,,j<:, fM 1 .0 r _ .p t. j I - ` s: [ ,; t-:f3i'"z "s i §<.�` t >f -f y E s --,_,xa_ ¢"• s ;'.^,f 6<_ it,«« .a ,_. _ . m_ . ! It It fr' ) �7 l ,A.1 'lo a. -------- — — — — — — --- — ,> ? " 1 # x 4 2„ 1 i Fi, , 12 # � 2 Jet, c t,q»�#`' { I » _ Ut § III s„ 3 i # TO I 2 1 /2 a t � , O D AN f 1 RO F R I 6 4,,i. E # 3 2 /2 2 'eq t i€ "i fi 1' S 3y _ vw� .. M 3 I ^ 4 TYP OF 12 sk= I _ = tt >. t. :. ,4.. ,.+> ,. _. r.. h EZ �,�.. 3=�.-. v`; ,: .... .�". ,", „�- ° , '-;. ft• H iii �f ;-:1 w...�,_,._... .«. �...v....,.. ,. .w„ ._ ti 4,.,: `# f5? �._... _y _.,.�_4 -,' .,..s .,.r� '*,..><,-�'`^,..„„ „_.,.,°, _„, ._.<.. ...<.�-- x....:< +n.. �v... .�..,,.✓ »..., _>m,-,. �_ i , `f'•., ;f r€ �, � 3 t,, 5 F § f> r> a ski # # y :; I ; i `1$ ! z I c} , � i saIll REF 1-MP1 I § 6 bf ate,' I I i g,<,'I „ , i I I t 1" f, a' : }f`I 1 '#> ; F� ., t _...'.., e_ ,.r... ;�-i a "'..€ff I ,, q ,ee�--tty- — 4 i�. i ? I ={ i I # },a , t - is € �! t 4� AS Ji, i i x G METER 2980f ' #1 » 1 ;I€ €3 I I I 1, /`>w t I i $ {U ._. >.__�,., ._. ,_�u.-_ _ CFHI TOTAL DEMAND. °i€. 4 fi 1 ` 4 k i. I ;` I 1, i '- ATE TO 5 PSIG _;f, z i 1, t, I= h g d.,,r: 3 = t . . r ss_ r., x_`r ._E .. .: < , _> uz, x.x,r...>-,<•-_,�.,, m,., iiI ! I FCO FCOI _ I REGUL REF CIVIL1 I F » ; I � °I ! x ; � �b t� � � � 1r � _� �T � I 'w DRAWINGS is 2 1 /2 1 FCO SS ; :s= ii t#[ ig s-; t- € ! 4 t o ; , d .€ c i iI €i i S _{ ; .1. i ... _i i 3f.i ;° a 0. 4 s ?' # #„i _ �_j `i t-` ° i f?ea i i ..s..s s +; z< f p fa fs I S 3 i i I I S 3 9 1 3 # X # 3° I i si i ;€ 3 > t. _. f, s E - s _ w_ v. 1 GAS U P : I t� /) ,� 1 2Al i _ #t 1 °n. :.. --- ------ -®.--®-__®®-®®---®-®®®---®-----®- 6 11 SIDE OF BUILDING , 4 ( REF 1 MP1 , 1 i f I f I ' 1, ii 0 Y F1 i I s i � I #' , I 11 a REF CIVIL DRAWINGS €tI I I i $ \.�_ / 31. ;_ °1 I fe—� I sip ' f f f 3 1, I I 4. s ts_ s€..�:.ev >-.:.-..._ _ ',i fi 3�: _3 __ ___ _ __ —�— m' t i I I I 'r �i> I 1 ...;;,,,«... '.,�"`w,.�»:r"-u, '^.�, ;-•„ �,a. ®®— ®®— ® 4 129,-0„ ' \ I I i I I i i � I ; i 11 i if § if .' 8" OVERFLOW STORMLINE . �--19 gi iH I I 5 � } � _ I _ .. ' I I I (TERMINATE THRU WALL HIGH - `n ,_sL .__ _,_,«_,. rm a I I > 5 I ( z , ix1 m � i <. >' REF ARCH PLANS -ORDII iH 1 FCO 3 �_, f' ! i i i I i ' ;t I ,s � _ ._ ,:, �� ,�� _ ii sad 2 1 /2 I _ x i i I , H .� I I -° 8 DOWN THRU SLAB WITH ii{ 1I i I 1n t t i , t ,< tt 1 CLEANOUT` AT 18"AFF "°' RD ± d I ; g i t 8 I :# i ' #1 ;i I 4 ,».,:,..,w. ^3 sr:.-..,a.-.�. .-�: _...: .-u .r: s.'.. x -� � � -'" i j § 3 cs f ; _. „ s 1 i s� 1 I I 8 i S4i z , I • t, <E ¢ € f g > � s 9 I . O .p #s _ ... _ .., _ _ _.__ ,w,_,_ if $,t 8>' UP TO I RD "x #s` / t`; i f N i _I. I. I e ii Il 01 ;I s _ a i i M I'� OVERFLOW r #" I ', Utz Z'I i ` tN fa i ,f i _ I 15, ,, 1 ROOF DRAIN z i P j} I I 4 ur y i f I 4" TWO-WAY I I; TYP OF 2 t o_ .u. .r 3 I 1 i I:: i I I F REF 1-MP1 CLEANOUT TYP 4 ,t =' Nl ° t _ I # 1 CLEANOUT INVERT I f€§i I I g I I }!# III` ELEVATION = 95.00' I 8„ UP TO t v-.-: I I 01 1 i I _ I i, I REF CIVIL DRAWINGS ( i I ' I I ° F, I t, :> 1 4 ROOF DRAIN i ., I s i i t p r s, } E ; i i i I a q,= �,,.^_,_,,,b._.,.. ijf �. es 11. ' TYP OF 2 F � U I i " ' 1 4" ` i f i= '' ;2, i.1 1 ii, ST-� REF 1-MP1 _ . #� , €s I 3' f">._ .. I _ .if q i I i f L`�,_, 7. f } b 'I9 5'-0" I ii « ;'F I 1 f `i i I 3 I i \ — �� �_� ®——®--- I3 av�fl; I ­ ­­ '--' __ V_ CF I __ — __­­ — I---,— — ­­­­1_;_ _____ -1 ___ — ___ — __ I --*I--. I " ' i - I 1 ; 4 I t _ I , ,; �- , =-�—I ' SS 3 I 3 i, t, f 1 t- s g Y f i i i 3 i a i .fit # S I s . a i t ' ' Y i 4 i I # i § 3il ib, i§ 1 i i � I f i4 ,, <_11 ii4 I FCO i FINISHED FLOOR ELEVATION = 100.00' I `j °II ' I g `� 2 N s 1 x11 f: ,'1 3 I !T f. 3 3 # ` ,f Ilid ; • #C) s # I i a 1 f i z q t � t` I � MP2 a_ I i I I i F i I i , F � d (D I I , I i t i l a " " I � i .-, � I I I I I '. �� i ; 3 , v , : .. t . � < i III ,I 2 1 2: i a I { z I �!f § 4I4 11r>, i 11. ; ' .. _", I 1 I U) f i i i ; i I z 5 f,11, '. 1` ;s TYP 15,100 ; E <.' , t I i i I , fit f 1 ? # f s 1 ( ( _ 4 Is I f"I i4" i 1 ( I 1 ; F# i, a 11 a< ' s i o i ? P } - I � 3i 3 ht, s I # 3 f§ # a ` I FCO i I i I I { I €_ i sl s $ Is i > s 8 a# Sa # P � I illi { i i It f { :', E t .,...,..,,,..,..-.�..__..,. �. - ,..,7_ , - iii f3 >, i v F ,i _. 6 3 Fes,, �, , 7 D i _ € ; # j jz: 4 i 00 I a 3 I a ; i € # _. _> a i i 6 r i, s CO 7 3 i i r w., i P i I f > 3 ° I $ P h L- 7 I t{, 1 f s I # ; I ♦' e ,'',F>' y B# -•'{ i 3 7# . I s ; e # # - F �3 ; f# .1111_ 2" IRRIGATION _ ( # 3 _ ` II # '' 1 ti § I § i €? zi #i � I WATER I I i s I ° t i I I € �; _ € I I I: ,t i ?° REF CIVIL I I I �''ll R t s fI it I __ I F1 I ' i # m� _, p_ ._a v, ...v F — ,. _ > _.__.__ — _._>.<.,__, 11 DRAWINGS I - _,._ N ___,. m..._. _.._ ,,�. �_ _ .. __.M, . ___, ___ r___. >._ - __- _ _. _ _ W_.v.K x « ,. �. j >..W�«� _ _ �. __ „ . ,_ «r. v, :�_; _,r ___: _..,.____ _ _,. d.._y__-- _, ,_. ____ __, _ _,. ___,__ _a ___,_ �� ._ .wm,.____ w ___ w _. a, .__.. _ .__a.,,__. _... em, _ w_ �_,,. . _, i FCO - 1 I r I. i i, (@----F 1­--`--`—, P .. I "` ? ^ �� r a, #r 1 I i r , i ' r S A d '<. Y? i ` 2 3» VENT f N f i x f =. ' f ; ,/ I , ,, g V 3 4 P104 I' 8' 2" 24"AFF f ( i i i § „ f 't---f FS1 1 2 . 4!, , 6 ®- ® t w,..,.e ._.. _ I w 2 { .I�o , i z i ' i .%%-'fi ,,,n 3i4 iF {E € �C �`v' '61 » E 4 I .., 1 fIl I j FCO ' ,� i ., SS 3 =F - SS _ f :: i, , € 1 f __ `('�'!t i ; ; i i i { ��N VTR :, 73/4" j _ (---�•----- ' - !J ,i.a b iz ii ! 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T :.. 4 _ .. a,.-..:^« d ;-4 ,x,.2;59> �z3- ,,,-... :rb'KYa t :7 - ti. - a.... _�.,.«.«,,..�, _ _. ,. .... .. »... _:. .,...:..,.».,,, _ a, »..,...., _ # 11, :_:s : ,w i S"".c, ,...;1 2?" n.e„e k, 4,Af,....._.:,,..,,,..,,«.^^.._,,..,,.,.,.,., _",..a ...,..:,-......,•,�,ir , » NORN(ACLY OPEN _.:,,� -,� -{` ; �-may...,___ $ � , � s j�� _� � , i $ Is , 8 6 ST YCO - SHUT-OFF VALVE i I uE ,€ I I I -_ I �g ,_ I p; �I # I� I y g I I i t 4» 6„ 4» I ( I r #1 I I I i;�.- __ I It . •rts,,..>,e`...`.:_..Yc.<.<>.s,,.:a�;�'X._..s..»..z:>�,±i, e; ; a S u''""� n F{ g >�1 `I 3 f. - i y z ; i ,x i —w / \ aii s °` i 8" TWO-WAY STORM LINE UP THRU GRADE AS CLOSE I - - - I s I s ' i CLEANOUT INVERT TO STRUCTURAL PEDESTAL AS POSSIBLE HOSE REEL ON i 2 I I i i I P2 f ELEVATION = 97.00' CONNECT STORM TO GUTTER COLUMN AT , P2 IREF CIVIL DRAWINGS DOWNSPOUTS WITH FLEXIBLE RUBBER 8'-0"AFF TYP OF 3 I BOOT AND CLEANOUT TYP OF 3 REF 6-P4 PLUM IN PLAN . : - . 1-_ __ t - __ t_­ I—— I,-- I I- ­-, _­ I — -, - I ­_,_�-,e _,"', ­_u_ , - ­-, --", -,-- t — — -, ­__­ — -, . I I OFFICE C OR 1 " = 20' 0" � - 4— i I I .11 _' f11 0 ,� 'I—r � o � n ¢Z wn oZ¢ � ���Q¢,ioXN ZSL,Ir !R(n D:ELy= wa- avv—¢\���ww���a I, r ZO 3vg�JI,twWW�poF-n z�ZOF��W��QO4G w �Z�=� jPL-j �o=g F_ I2nLu �z[�H=oxu(L�F� (n t—j —0_j ¢cwi§¢xx< m .-_4 ISSUE BLOCK 1 05/17/02 REV. #4 2 05/20/02 REV. #5 3 06/21 /02 REV. #6 4 08/13/02 REV. #8 5 04/25/03 CCD. #1 6 05/23/03 C.C.D. #2 Ll I CHECKED BY: L-x___ DRAWN BY: RCB FILE NAME: P1 PROTO CYCLE: 092801 DOCUMENT DATE: 11/16/01 LLJ 90 0 0, V) OOLAZF-0 ¢Z wo wZ¢ � w a¢E-�owN ��� W oNr�zaow Z R�-zo Qa=�Woo0-wm_o02'c� L 0 cn�5_'woOm O m O�-n- L`z\ww--CL>- -wowzV-oxWw OwowwaO 3mw-ivwOzmoZo Z"00. oF-(L -MQLo0<o3Q¢?V)�w¢IQUZ�wv)o NJ cOa!)tsiUU0 ) OF ~ � LoZ QOZWwWWnO F-Z>v=N5Jt-Qtn<XW<F- m p.{ ISSUE BLOCK 1 05/17/02 REV. #4 2 05/20/02 R E V. #5 3 08/13/02 REV. #8 4 04/25/03 CCD. #1 5 05/23/03 C.C.D. #2 CHECKED BY: DRAWN BY: RCB FILE NAME: MP1 PROTO CYCLE: 092801 DOCUMENT DATE: 11/16/01 DETAILSMECHANICAL ROOF PLAN AND REF 1-GM2 S EXHAUST HOOD SYSTEM SCHEDULE (CAPTIVE-AIRE) ST HOOD EXHAUST FAN - A nnfil AIR BALANCE NOTES „-,nr AP1(llhKlAl CYLJAIICT r`C'AA a a F 4 s GROCERY SALES AREA 24/24 RA IN BULKHEAD REF ARCHITECTURAL DRAWINGS FOR DETAILS 24/30 RA IN BULKHEAD REF ARCHITECTURAL DRAWINGS FOR DETAILS --` NOT USED _.. _.. 5F DELI 5124 DU, 7A µ1950 0.75.... _ 3 ` .__ _:._ .. _.. 1950. u AHU1.... _. _. N./?; .,_ _ C GENERAL INFORMATION (ALL UNITS): 1. HOOD & FAN FURNISHED BY OWNER, INSTALLATION AND START UP BY MECHANICAL CONTRACTOR. 2. HOOD PROVIDED WITH INTEGRAL DRIP TRAY, LIGHTS, STAINLESS STEEL U.L. LISTED GREASE FILTERS, PRE -WIRED CONTROL PANEL, STAINLESS STEEL BACKSPLASH, AND STAINLESS STEEL ENCLOSURE PANELS UP TO CEILING. FIRE EXTINGUISHING SYSTEM CONTAINED IN A STAINLESS STEEL COMPARTMENT 3. FIRE SUPPRESSION SYSTEM FOR HOOD SHALL BE ANSUL WET CHEMICAL TYPE LOCATED AT END OF HOOD. (HOOD LENGTH DOES NOT INCLUDE FIRE SUPPRESSION COMPARTMENT.) DIRECT DRIVE (UNLESS NOTED OTHERWISE), UP -BLAST & U.L. APPROVED FOR GREASE EXHAUST, DISCHARGE MIN. 40" ABOVE ROOF. 4. EXHAUST FAN SHALL BE 120V, 1 PHASE, 60 HERTZ, 5. EXHAUST FAN ROOF CURB PROVIDED BY GENERAL CONTRACTOR. REFER TO SPECIFICATIONS. SHUT DOWN THE ROOFTOP UNIT SERVING THE SPACE UPON ACTIVATION OF FIRE SUPPRESSION SYSTEM. 6. ANSUL COMPARTMENT CONTROLS SHALL BE INTERLOCKED TO 7. UPON ACTIVATION OF THE FIRE SUPPRESSION SYSTEM, THE HOOD EXHAUST FAN SHALL CONTINUE TO RUN. 8. MECHANICAL CONTRACTOR SHALL COORDINATE WITH ENERGY MANAGEMENT CONTRACTOR ALL WIRING BETWEEN EXHAUST FAN, ROOFTOP UNIT AND HOOD. IF ADDITIONAL INFORMATION IS REQUIRED, CONTACT THE RUBY BELL CORPORATION AT (417) 485-3141. N OTES: A. HOOD SHALL BE PROVIDED WITH ADDITIONAL CONTACTS TO ENABLE SYSTEM TO BE INTERLOCKED WITH THE ROOFTOP UNIT SERVING THE SPACE. B. HOOD SWITCH SHALL ENERGIZE EXHAUST FAN AND RTU SUPPLY FAN (IF NOT ON) TO SUPPLY THE INDICATED OUTSIDE AIR NEEDED FOR EXHAUST HOOD MAKE UP. C. HOOD SWITCH SHALL ENERGIZE EXHAUST FAN. AIR HANDLING UNIT (AHU1) IS A CONSTANT FAN UNIT PROVIDING CONTINUOUS EXHAUST HOOD MAKE-UP AIR. D. EXHAUST FAN IS BELT DRIVE. CODE COMPLIANCE NOTES 1. CAPTIVE-AIRE KITCHEN EXHAUST HOODS ARE DESIGNED AND MANUFACTURED IN COMPLIANCE WITH NFPA 96. HOODS ARE TESTED AND LISTED IN ACCORDANCE WITH UL 710 (FILE MH12106). ALL HOODS BEAR THE UL LABEL. 2. CAPTIVE-AIRE KITCHEN EXHAUST FANS ARE DESIGNED AND MANUFACTURED IN COMPLIANCE WITH NFPA 96. FANS ARE TESTED AND LISTED IN ACCORDANCE WITH UL 705 AND UL 762. ALL FANS BEAR THE UL LABEL. 3. CAPTIVE-AIRE KITCHEN EXHAUST HOOD FIRE SUPRESSION SYSTEMS ARE DESIGNED AND MANUFACTURED IN COMPLIANCE WITH NFPA 17A AND NFPA 96. FIRE SUPRESSION SYSTEMS ARE TESTED AND LISTED IN ACCORDANCE WITH UL 300. 06.29.01 I 2 BRANCH OFF ' I i; M 3 - I � KEEP TRANSITION � � , I� �- I i I TOP OR SIDE OF AHU1 I I AS CLOSE TO GAS PIPE MAIN DB1 I ARCHITECTURAL 3 I I HANG DUCT 12 BELOW F _ s3 0 0 Lu I I --- BULKHEAD AS t� G �, BOTTOM OF JOIST > i� t E> > 9 + 1 I I --- li POSSIBLE ° ; I Q o }, § w I ,k .,,......:...,..„.«,.,,.,..,.......e.m......,,.,.w.......:..............'r...«...,.,..a.......:,. .._...,....n.....f. «,.., >a.......�.,e...Y,,....., 1-«,.:,......, .,._,.::.... ...».......>.:....- . d i :..,.,_,.._n i -4� I..L.I I y P;F I 30/24 ; , # s, sl � U ' (V! Lj- II 14 rl I ; I SUSPEND PIPE FROM PROVIDE GAS SHUT-OFF COCK r„ #� £ I- 3 • i Sq € I I P.».M..,,.,..„�,.a.. «..d..=....._.«.-....»..._...,.-..-..�.a.....,,...,.<. �..,.......�..».,..-,............ .......... u.>..,.,. �..a, >.,. ...w.�..._...:..>.....,,.,-.,...�>..�,<.,.. tF i � I �� . »,,.....,... w:u......W_v.v......�......-.n,,...,..>_,.>.,......».h...�m.,..,_......>.,..,.............._.N....._.. i,.,.:.. f...,.�_..._».,....-,.,m..l_>..,..,v.......,...a,....:..._.,....._.e.,,. $ if 3 & is I F STRUCTURE ABOVE C AND GROUND JOINT UNION 3 S i I I I I FULL SIZE BRANCH PIPE CATIONS 4 B DOWN WITH , �.. I � PER SPECIFICATIONS f EE WITH PIPE HANGERS L TURNING VANES _ • , �I � I f! � , f>' 24 � � �„I , SEE PLAN FOR PIPE I I I � - 3 .,,« ,„..rer«:,.d.. _m e"a..,w......>...< .>,. .....m.+..:.._.. . r....:.>a, u..... .._, .....w.-.,.:..r, ,,... ..._..e...,:..u.. _.> ............ f .n ...,...._...x..u. a..:.,........,... :..«. a......._......« .w I SIZE USE BLACK {I I F I`I f , t 1 I STEEL PIPE WITH I OFFSET DUCT DOWN ALONG HANG DUCT 12 BELOW w k 3 fi GAS TRAIN FURNISHED i BOTTOM OF JOIST I € I f "� i # SCREWED FITTINGS BOTTOM OF JOIST GIRDER ? 3-GM1 5I �9.1- I 4 I WITH EQUIPMENT CD IIFP r PIPE REDUCER FROM BRANCH w � I PROVIDE 6 DIRT LEG ' n 300 ' FULL SIZE OF BRANCH SIZE, AT UNIT CONNECTION STUB > I � , I � z PI it {{ STOCK ROOM FOLL FROM iF Z Y� f RECOMMENDATIONS OW INSTALLATION MANUAL. 3 m F , ryry > S._. .. > r_...,.. ,.:.�.:... ...m. _.... :j...,_........,-:>._..�n,. ..�.,.,..,....�>. .......r. _.....:........._.._,,..._.. ......., _. ... .... _,:.-.._... "�... .,. ' may.,q.,...,.� , P' ANSUL SYSTEM e � fAa e P,A P$ - 4-7 /4n 110CACC' . N TS `'^" DUCT ROUTED BELOW JOISTS 2" 2" GAS UP THRU ROOF 1 REF MP1 FOR CONTINUATION M (TOTAL GAS LOAD = 915 MBH) r; 1 1 /4" 1 1 /4" B35G (290 MBH) Re?. VALVE AND CAP 1 1/4" GAS y AT 14'-0"AFF ABOVE CEILING FOR FUTURE CONNECTI ON TO OVEN (290 MBH) VALVE AND CAP 2" GAS AT 14'-0"AFF ABOVE CEILING FOR CONNECTION TO TENANT (335 MBH) FLOURESCENT LIGHT FIXTURE 24/30 ELBOWS WITH TURNING VANES }d* 30/24 BULKHEAD. RA DUCT IN REF 1 y _ __---__- '" ARCHITECTURAL {' ENTIRE SHEET DRAWINGS. f REVISED i 10/20 RA DUCT ' PENETRATING RA CHASE WALL RETURN AIR AT -- --,- BOTTOM OF CASE SECTION AT RETURN AIRPLEN UM N TS GREASE EXHAUST FAN HINGED BASE ON - z VENTED z CURB NO 90 DEGREE BENDS ALLOWED. NO MORE THAN 2-45 DEGREE RADIUS BENDS PER TURN ARE 0 ALLOWED IN EXHAUST DUCT FOR CANOPY HOOD GREASE EXHAUST FAN HINGED BASE ON VENTED CURB 501 j a ;' i JOIST �I I JOIST F ._ .w. - I CD. BAKERY BAKERY #.;.._. .>.12 6 COOLER FREEZER I; I I , , � f B I I � �' GREASE CLEAN OUT DOORS (TYP AT 00 EACH CHANGE OF DIRECTION) GREASE i i GREASE EXHAUST DUCT 16 GAUGE BLACK GREASE, �� ,y�rt EXHAUST / � GREASE EXHAUST DUCT 16 GAUGE BLACK 8" FLUE UP TO STEEL, WELDED LIQUID TIGHT COORDINATE i OVEN FAN ON " I EXHAUST � I HOOD � � /� STEEL, WELDED LIQUID TIGHT COORDINATE ' HOOD AS REQUIRED UP THROUGH STRUCTURE I AS REQUIRED UP THROUGH STRUCTURE. ROOF TYP OF 2 I` -- FIRE RATED I I FIRE RATED BUILT-IN .3 I I DUCT WRAP i i DUCT WRAP 3 AIR SPACE ON ; ; REF SPECIFICATIONS REF SPECIFICATIONS —PROVIDE EXHAUST FAN CURB (SIMILAR F BACK OF HOOD BUILT-IN 3" AND I L_ JI STAINLESS STEEL AIR SPACE ON i i _ � i STAINLESS STEEL CEILING TO EF14) ON ROOF. CAP CURB ; ENCLOSURE PANELS CEILING BACK OF HOOD ENCLOSURE PANELS EXTEND 8" FLUE DOWN TO 12" ABOVE " I CEILING FOR FUTURE OVEN. EXTEND 8" I �� LIGHTS � E REF SCHEDULE //� � � LIGHTS REF .SCHEDULE �ii FLUE UP INTO CURB CAVITY FOR 3 k FOR HOOD SIZE-----_,.,/ FOR HOOD SIZE --- FLUE CONNECTION TO FUTURE EXHAUST FAN. 16" UL CLASSIFIED 16 UL CLASSIFIED BAFFLE -TYPE BAFFLE -TYPE ' INTEGRAL GREASE FILTERS ®® GREASE FILTERS f _ r DRIP TRAY DRIPTRAY X v INTEGRAL VALVE AND CAP 1 1 /4" GAS AT I 3 I MOUNT BOTTOM OF I I r` MOUNT BOTTOM OF 14'-0"AFF ABOVE CEILING FOR FUTURE 48 BACKSPLASH I I " 48 BACKSPLASH ____L ( HOOD AT 78 AFF t r-i-----L-I HOOD AT 78"AFF CONNECTION TO OVEN (290 MBH) I (PROVIDE FULL i UNLESS NOTED PROVIDE FULL I LENGTH BACKSPLASH I s I UNLESS NOTED I I OTHERWISE ON PLAN LENGTH BACKSPLASH ICOOKING OTHERWISE ON PLAN IF REQUIRED BY COOKING , b IF REQUIRED BY I I ► u�4� .. ..� .� .y� M ..�.���.,a��� IEQUIPMENTI AUTHORITY HAVING IEQUIPMENTI FLOOR AUTHORITY HAVING I I FLOOR JURISDICTION) JURISDICTION) MINIMUM g 6" MINIMUM ON OPEN SIDES ON OPEN SIDES NOTE: TOTAL EXHAUST HOOD SYSTEM TO BE IN COMPLEE CONFORMANCE WITH N PAT96, UL300 �� AND ALL LOCAL CODE REGULATIONS w oo� co L Zz zd d rn §—z o�i z d z �i o aa�� ooaw6wo`s`'w �� �� o a�LQW-w>� 7=L'°--¢ z Q�OO�U00Fn.w�w 0 3U� J��wW�U0�0 i 1—J viQa:" z< � wao0 Bd dOo=w�ZNQ UJZ�c"Up o(LilW ww'U�oww�oS2fn oFLl F- �_FNjj�v,Z_gpzW�WW�o zEmma z cn ® 0 : z F- z g N z _® 0 CD N W E- a co � n� ® ry O to C) C'2 � 44 waa P� 0 ISSUE BLOCK 1 04/04/02 REV. #3 2 F3 05/17/02 REV. #4 05/20/02 REV. # 5 4 08/13/02 REV. #8 5 04/25/03 CCD. #1 6 05/23/03 C.C.D. #2 CHECKED BY: DRAWN BY: RCB FILE NAME: GM1 PROTO CYCLE: 092801 DOCUMENT DATE: 11 /16/01 n FRONT GROCERY HVAC PLAN a4 EXHAUST HOOD SHEET: GM1 LIGHTING FIXTURE SCHEDULE NOTE: ALL FIXTURES AND LAMPS ARE FURNISHED FOR INSTALLATION BY THE CONTRACTOR UNLESS OTHERWISE NOTED ON THE DRAVANGS. NUMBER VENDOR CATALOG NUMBER VOLTS WATTS LAMP (PHILIPS) MOUNTING 31.01 DESCRIPTION ORDER NUMBER QTY 1 LITHONIA TC 2 32 277 1/4 TUBI NAWT / THC NAWT 277 114 F32T8/TL741PLUS/ALTO 4 SURFACE 8' STRIP 2 LITHONIA C 2 32 277 TUBI NAWT / THC NAWT 277 58 F32T8/TL741 PLUS/ALTO 2 SURFACE 4' STRIP 3 LITHONIA TEGW 2 32 AR 277 1/4 TUBI LPPM741EX LPHBJ STSL NAWT 277 114 F32T8/TL741PLUS/ALTO 4 SURFACE 8' SEALED STRIP 6 ..,�..;U., t. - . 3°r" 7 -� .<ra. .�> a-=._ 8 LITHONIA � ,� '.,,,b.. .y. _«�- +.,' � . - *J LITHONIA .. ... ,.�. mow. �.,,.. � _.__R.. _F......� LITHONIA EGW 2 32 AR 120 TUBI LPPM741EX LPHBJ STSL NAWT .y. .. `.� .x_v . .M. _y5 ey. .. - 9 '` ilP W � 4' :,' y,. ,.. WW G 2 32 277 IRLS TUBI LPPM741 EX x .o _..-,._. _,_...... ,,•,,.. ,.._ .._ -.. ._ CT 2 32 Al2 277 TUBI LPPM741EX NAWT 120 �, 277 a .,. ..r .. 277 58 58 .a_ �. _ _. '. 58 F32T8/TL741PLUS/ALTO .- _ - F32T8/TL741 PLUS/ALTO s. �:. ;:.-._,%,.... F32T8/TL741PLUS/ALTO 2 .•^ 2 4 2 WALL --t, ... ".- RECESSED RECESSED 4' SEALED STRIP ... y-:.+."°` ., 1' x 4' TROFFER - - 1' x 4' TROFFER 10 LITHONIA 2GT8 4 32 Al2 277 1/4 TUBI LPPM741EX NAWT 277 114 F32T8/TL741PLUS/ALTO 4 RECESSED 2' x 4' TROFFER 11 LITHONIA WFL2 175M RM 277 DNA NAWT 277 215 MH175/U/M 1 WALL SECURITY LIGHT 12 LITHONIA DL-TRIPP-LITE NATS / DL-40 90PAR38/FL/LP 120 90 90PAR38/HAL/FL28 1 WALL DOCK LIGHT 13 BETALUX 171RU20D N/A N/A N/A N/A STEM / CEILING EXIT SIGN (DOUBLE FACE) 15 BETALUX 171 RU20S N/A N/A N/A N/A STEM / CEILING EXIT SIGN (SINGLE FACE) 16 BETALUX 171RU20S N/A N/A N/A N/A WALL EXIT SIGN (SINGLE FACE) 17 LITHONIA IND616 W H0606 SD90 TD NAWT 277 17 6V, 6W SEALED HALOGEN 2 WALL EMERGENCY LIGHT 18 LITHONIA IND650 W H2O06 SD90 TD NAWT 277 18 6V,20W SEALED HALOGEN 2 WALL EMERGENCY LIGHT 19 LITHONIA IND650 W H2O06 SD90 TD PM NAWT 277 18 6V, 20W SEALED HALOGEN 2 STEM EMERGENCY LIGHT 20 LITHONIA TSRA 2 32 277 1/4 TUBI PLF33 LPPM741EX NAWT ITHSR NAWT SR SCREW NAWT SREP NAWT 277 114 F32T8/TL741 PLUS/ALTO 4 REF DETAILS 8' STRIP - PERIMETER 21 LITHONIA TSRA 2 32 277 1/4 TUBV5 PLF1LVD LPPM741EX CRE NAWT THSR NAWT SR SCREW NAWT SREP NAWT 277 120 F32T8/TL741PLUS/ALTO 4 REF DETAILS 8' STRIP - MASTER 22 LITHONIA TSRA 2 32 277 1/4 TUBV5 PLF1LVD LPPM741EX CRM NAWT THSR NAWT SR SCREW NAWT SREP NAWT 277 120 F32T8/TL741 PLUS/ALTO 4 REF DETAILS 8' STRIP -SLAVE 23 LITHONIA SRA 2 32 277 TUBI PLF33 LPPM741EX NAWT THSR NAWT SR SCREW NAWT SREP NAWT 277 58 F32T8/TL741PLUS/ALTO 2 REF DETAILS 4' STRIP - PERIMETER 24 LITHONIA LP6/6133 LP 9OW PAR38 120 90 90PAR38/HAL/FL28 1 RECESSED DOWNLIGHT 25 LITHONIA PMO G B 2 32 9LD ASY 277 TUBI LPPM741EX NAWT 277 58 F32T8/TL741PLUS/ALTO 2 RECESSED 4' WALL WASH 26 LITHONIA LTC RNDY MR16 MB WH LPI LT8 WH U LTA1 WH U 120 50 50MR16/NFL24/EXZ 4 1 1 CEILING TRACK LIGHT 27 LITHONIA IND636 W RO SD90 TD CS NAWT / ELA T NX N1206S 277 18 6V/12 WATT 2 WALL EMERGENCY LIGHT - REMOTE HEADS 42 LITHONIA EGW 2 32 AR 277 TUBI LPPM741EX LPHBJ STSL NAWT 277 58 F32T8/TL741PLUS/ALTO 2 SURFACE 4' SEALED STRIP 43 LITHONIA TIC 2 32 277 1/4 TUBI NAWT 277 114 F32T8/TL830PLUS/ALTO 4 SURFACE 8' STRIP 47 LITHONIA PM 3 G B 2 32 6LD 277 TUBI LPPM741EX NAWT 277 58 F32T8/TL741PLUS/ALTO 2 RECESSED SOFFIT LIGHTING 48 LITHONIA LTD REFL 10OMHC MFL 277 EMB WH CGL LP 3K NAWT 277 130 MHC100/U/M/3K 1 PENDANT PRODUCE TABLE SPOTLIGHT 50 LITHONIA VR4C 851L 120 LPI NAWT 120 85 QL85LP 1 SURFACE ENCLOSED FREEZER LIGHT PROVIDE 1 1/4" FENDER WASHERS TYP SLIDING HANGER FURNISHED WITH FIXTURE TYP --�\ TIGHTEN FURNISHED HANGER SCREW TO SECURE HANGER TO FIXTURE TYP - PROVIDE 1/4" HEX HEAD BOLT NUT AND LOCK WASHER TYP ATTACH AND ALIGN FIXTURES USING SCREWS, ANCHORS AND/OR TABS FURNISHED WITH FIXTURES PROVIDE BEAM CLAMP TYP v�y NTS ATTACH AND ALIGN FIXTURES USING SCREWS, ANCHORS, AND/OR TABS FURNISHED WITH FIXTURES BAR JOIST TYP FLANGE CLIP (CADDY M24S OR EQUAL) NUT AND LOCKWASHER PROVIDE 1 1/4" FENDER WASHERS TYP SLIDING HANGER FURNISHED WITH FIXTURE TYP TIGHTEN FURNISHED HANGER SCREW TO SECURE HANGER TO FIXTURE TYP PROVIDE 1/4" HEX HEAD BOLT, NUT AND LOCKWASHER TYP BOTTOM CHORD OF BAR JOIST - PROVIDE FLANGE CLIP (CADDY M24S OR EQUAL) NUT AND WASHER SLIDING HANGER FURNISHED WITH FIXTURE TYP TIGHTEN FURNISHED HANGER SCREW TO SECURE HANGER TO FIXTURE TYP _.--- � w , BAR JOIST ' `-LIGHT FIXTURE All -r = JOIST GIRDER PROVIDE 2%2"x3/16" ANGLE IRON (2 PER SPAN) BEAM CONTRACTOR HAS THE OPTION CLAMP ON BOTH ENDS TO USE EITHER METHOD OF INSTALLATION SHOWN FIXTURES SHIPPED FULLY ASSEMBLED WITH ELECTRICAL & MECHANICAL CONNECTORS FOR CONTINUOUS ROW MOUNTING )OR LIGHTING 05.25.01 EL05 CONTRACTOR HAS THE OPTION TO USE EITHER METHOD OF INSTALLATION SHOWN FIXTURES SHIPPED FULLY ASSEMBLED WITH ELECTRICAL & MECHANICAL CONNECTORS FOR CONTINUOUS ROW MOUNTING SALES FLOOR LIGHTING BOTTOM CHORD OF BAR JOIST BLANK MALE CONNECTOR AND DECORATIVE END CAP AT END OF EACH ROW FURNISHED WITH FIXTURE — SLIDING HANGER FURNISHED WITH FIXTURE TYP TIGHTEN FURNISHED HANGER SCREW TO SECURE HANGER TO FIXTURE TYP SECURE MOUNTING BRACKET TO TRUSS AND LIGHT PER MANUFACTURER'S RECOMMENDATIONS TYP �, , A nr , TM, ,CC WATERTITE HUB CONDUIT SHADE CLO FIXTURE HOUSING TYP I LIGHTING NTS 05.25.01 EL08 SITE LIGHTING PENETRATION REF 1-E2.4 4 / 32 ROM " r / #10 (CKT. #32) T #10 -GND IN 11 C. f 2 #10,(`CKT. #40) �.>#T0 1#T0GND / IN 1 C. 2 #10 CKT. #36 O / 2 2 #10 CKT. #40� - 1 #10 GND / I ®_®®� IN 1"C. s 0 (PART. 1 /2) /40 (PART. 2/2) SITE LIGHTING H1P2 V V SITE LIGHTING PENETRATION PENETRATION REF 4—E2.4 40 1 P2 3640 (PART. 2/2) REF 4—E2.4 H1 P2 32 (PART. 2 #10 (CKT. #40) 1 /2) 1 #10 GND IN 1 "C. 2 #10 (CKT. #32) 1 #10 GND IN 1 "C. 2 #10 (CKT. #37) j I r r a ,� 8 C T 1 2 8(K 2) 2 8 CKT. # 2 2 1 C 9) 4 4 2 6 CKT. 25 0 r 2 6( K 3 2 #10 CKT. #37 � 1 SITE LIGHTING 2 #8 CKT. #21 2_ #0,-(CKT. #1) PENETRATION IN 1-1 2 C. — 4 8 ( K 3 ) ' r 2`10 (CKT. #5) REF 2-E2.2 25 32 (PART. 2 CKT. # 5 210(CKT. #13) 37 37 (PART: 3I k s 1 10 a& 1`#10.j N `CKT 3T7-)`� 3 H2P 2 3 1 #6 GND ..: # ( 21 2933 /) IN 1-1/4"C. H2P 2 '#10 (CKT.. '#.3��)� .w- 36 40 2 #8 (CKT; #9) 1 H2P SITE LIGHTING a 18 GND I / 17 9 5 PENETRATION 1 _z, 3 2 10 (CKT 1 ii 2 #10 (CKT #1}� 'yIN 1,., / -.�=13 REF 1 E2 2 J SITE LIGHTING J # ( #) , . (PART"_` 3.'. v EN TRATION _ 2 10 (CKT. #5) w' r .Mw, 2 #10 (C�T.#5) . _ce._, / 1 3_.e y °I ,v� i.. . mue,P3= ..,.. 1 #10 & 1 #10 N (CKT. #17) 1 `p0 & i1 #10 N (CKT. #17) / /) Y \ RAF 2 #10 (CKT. #36) 1 #10 GND IN 1 "C. 36 i. All _: e I r f I a I f _n F 2 #1 0--(,CKT. #3 2 8 CKT. 4C 2 # u (_ K 4 3 1--W6. GND_ 2 #8 (CKT. #9) #10 (CKT. #37) �13 t,#10 & 1 #10 N (CKT. #17) 21 ( r- 2 #8 (CKT ,...#9) 4 ,PPART 1/3) 37 ,, 1 #10 GND 37 (PART. 2/3) � T 1 #8 GND .v r .uw . » 1 (PART`z 3/3) _u ..,.,. .M.W.. __ . IN 1"C 1 #8 GND / IN 1 C >E 1� >., a� 1�,�_ ,f� i1 <<, r,1{ t z_ IN / / 1 P ,3 4 PART 2 2 29 29 PART' 1 2 36 V 2 1`0 (CKT. 30A, WAL*MART SIGN 2 #10 (CKT. #37) ` 2 10 CKT. 37 2 10 C4T 29 4 � _5 . r 1 #1,0 GND 210 CKT. 32 2 # K 3) e (PAfT �2/2)" IN 1 C. / 2 #10 CKT. #37 8 e 2 #8 (CKT. #33) ` 1. 1 #8 GND 2 #10 (CKT. #1) 1 T r' j s� r 3 I v l- 1 8 GND IN 1 "C. ' 1 #10 GND C. 15 IN 1 IN 1 "C,1. (,. 2 #8 (CKT I ;- 2 #6 (CKT."`#25) ,1 #6 GND / P 1 #10 & 1 -,#10 N (CKT. #17) r; aIN 1°C 1 #10 GND=i A 2 #10 (CKT. 29) 5, IN 1 "C 2 #10 (CKT. #13) 2 # CKT. '3, 1 #10 t I N 1 "C. a I N 1 "C. N 1 #10 & 1 #10 N (CKT. #17) 2 10 CKT.#9)�17 (PART f 1 %2) # ( 1 #10 GND 9 �\ /ri I 2 #10 CKT. #32) IN 1"C. i 1 I L 2 #8 (CKT. �#33) 1 #8 GND t "Y xj IN 1"C.ii a ( 4 Fi 4 1 2 #10 (CKT 9) 3 2 #10 (CKT.#13) 1 #10 GND �" 1 10 GND ^ 2 #10 (CKT. #21) 1 Z _s 2 #6 (CKT. #25) IN 1 "C. _ ' IN 1 C. 1 3 ' 1 #6 GND .,. IN 1 C. _ yf ....s ( r Po .rr .2�' xz .n fe 4 _ 2.;-;:#8`1°GKT. #25) C 1 C T 3 \2 f 1 #8 GND ,05 - y'�b 1 #8 GND IN 1 C. IN 1 "C. IJ "N 2 #8 (CKT. #25) / 1 #8 GND IN 1 C . ` i I ( I I I I r LIGH' MOUI WALL SECTION 20" TRUCK DOCK NTS 05.25.01 2 #10 (CKT. #36) 1 #10 GND IN 1 "C. LIGHT POLE AND FIXTURE TYPICAL. REF CIVIL SITE PLANS FOR EXACT LOCATIONS. 2 #8 (CKT. #36) 2 #8 (CKT. #40) 1 #8 GND IN 1"C. CKT. ,ND 2 #8 (C IN 1"C. 2 #10 (CKT. #40) 1 #10 GND IN 1"C.� (4) 3/8" MOUNTING BOLTS, TO MATCH HOLE PATTERN ON LIGHT FIXTURE MOUNTING PLATE APPLY URETHANE SEALANT AT WALL PENETRATIONS 3/16" PLATE, PRIME AND PAINT TO MATCH EXTERIOR FINISH THIS IS A TREE PRESERVATION SITE ALL CONDUITS SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE CIVIL UTILITY PLAN. CONDUIT AND LIGHTING LOCATIONS SHOWN ON THIS PLAN ARE FOR INFORMATION ONLY AND SHALL NOT BE USED TO DETERMINE SPECIFIC LOCATIONS OF SITE LIGHTING COMPONETS. (TYPICAL ALL CONDUITS) mm EL09 ',HT FIXTURE 3/3 SJ CORD D PLUG FURNISHED FH FIXTURE CEPTACLE AS OWN ON PLANS �.��,,,u. 1O NOTE: SECURITY LIGHT 02 NOTE: POLE -MOUNTED / CKT. #32--ter FIXTURE SHALL BE LIGHT FIXTURES SHALL BE CIRCUITED SEPARATELY ON CIRCUITED ON THE ;. 2 #10 (CKT. #32) THE PARKING SECURITY TRUCKWELL SECURITY /° ;' 1 #10 GND, IN 1 "C. 30A, WAL*MART SIGN CIRCUIT. CIRCUIT. SECURITY LIGHT � 3 2 #10 (CKT. #25) NOTE: SIGN INSTALLER SHALL PROVIDE THE REQUIRED 1 #10 GND ell STEP—DOWN TRANSFORMER AND DISCONNECT WHEN IN 1 "C. PYLON SIGN VOLTAGE IS LESS THAN 48OV. / ", f 1 SITE LIGHTING PLAN- NTS W ~ n o w, V) 0®�0 ¢Z wo ``Za a¢t-�o�� 2wf5 aN��oQa'�'���wv LL a�a`���W5a> ��� tn�pz2,ow wz Z 3�aoW�w rJ000�Z O_ W � wmw mow�� -Z z ~ zV)ZaFa Lu0,: oao3 Q *Qo 5�-wmWn.o�UZw¢ 0 Zz 1�W F(jWU a��W F- V)U-1 �z��znole oow0a_DzFFz ci 1� z Q Z99 z cd =m 0 c� e • • ISSUE BLOCK 1 01 /04/02 REV. #1 2 08/13/02 REV. #8 3 09/09/02 REV. #9 4 05/23/03 C.C.D. #2 CHECKED BY:r` DRAWN BY: FILE NAME: E1.2 PROTO CYCLE: 092801 DOCUMENT DATE: 11 /16/01 SHEET: El, 2 NTS 05.25.01 EL02 m E 0 m 0 0 m 0 u 0 0 c PROVIDE A PHENOLIC NAMEPLATE WITH RED BACKGROUND AND 3/4" HIGH WHITE LETTERS. MOUNT NAMEPLATE ON OUTSIDE BUILDING WALL NEXT TO PUSHBUTTON CONTROL FOR SHUNT TRIP. NAMEPLATE SHALL READ: -- WARNING -- SHUNT TRIP OF ELECTRICAL MAIN (FOR EMERGENCY USE ONLY) OPENING OF MAIN DEVICES) MUST BE VERIFIED INSIDE BUILDING. MAINS LOCATED IN ELECTRICAL ROOM OPPOSITE THIS WALL. M S 1 SWITCHBOARD 480/277V, 3 PH, 4W SERVES: MAIN SERVICE 4000A, M. L. 0. LOCATION: EDC1 (7) AIC, FULLY RATED PANEL PROVIDED WITH EDC GROUND BUS FLOOR MOUNT BRKR DESCRIPTION BRKR PL VOLT -AMP PER PHASE TOTAL KVA TOTAL AMPS FEEDER AMPS 1 PANEL H1A 800 3 A 174,729 524 631 B 174,729 C 174,729 2 PANEL H1B1 800 3 A 196,796 573 689 B 192,653 C 183,092 3 PANEL H1 B2 800 3 A 217, 489 642 773 B 214,757 C 210,191 4 PANEL H4B 600 31BI A 167,947 514 618 174,950 ICI 170,812 5 COMPRESSOR HOUSE #1 600 3 A 125,812 377 454 B 125,812 C 125,812 6 COMPRESSOR HOUSE #2 500 3 A 97,546 293 352 B 97,546 C 97,546 A 980,320 TOTALS B 980,448 2,923 3,516 3,139 C 962,183 (7) REFER TO ONE -LINE DIAGRAM FOR AVAILABLE FAULT CURRENT FOR INTERRUPT RATINGS CT'S FURNISHED BY UTILITY, INSTALLED BY UTILITY CT'S LOCATED AT TRANSFORMER METER BASE FURNISHED BY CONTRACTOR, INSTALLED BY CONTRACTOR METER FURNISHED BY UTILITY, INSTALLED BY UTILITY METER LOCATION AT REAR WALL METERING CONDUIT 1 1/4" PROVIDED BY CONTRACTOR SECONDARY TERMINATIONS AT TRANSFORMER BY UTILITY COMPANY SERVICE TRANSFORMER REF CIVIL PLANS PRIMARY TERMINATIONS REF CIVIL PLANS TRANSFORMER PAD REF CIVIL PLANS PRIMARY SERVICE REF CIVIL PLANS FPL SHERI McCORKEL P.O. BOX 2149 SANFORD, FL 32772 PHONE: (407) 328-1909 FAX: (407) 328-1910 NTS 07.27.01 INCOMING PRIMARY UTILITY TRANSFORMER--�_�(�----------� CTT ! <777'>i COORDINATE ALL REQUIREMENTS WITH LOCAL ELECTRICAL I UTILITY (OR PRIMARY SERVICE PROVIDER WHERE APPLICABLE) PRIOR TO BID. PROVIDE ALL MATERIAL AND LABOR L-- ----- PT-� NECESSARY TO COMPLY WITH LOCAL REQUIREMENTS. (8) SETS OF (4) 750kcmil COPPER EACH IN 4" CONDUIT OR EDC MANUFACTURER SHALL PROVIDE A HOFFMAN A-6R64 (OR (10) SETS OF (4) 750kcmil EQUAL) 6"x 6"x 4" NEMA 3R ENCLOSURE WITH COVER AND ALUMINUM EACH IN 4" CONDUIT -----,,,,,PADLOCK HASP. SECURE WITH KNOX PADLOCK. MOUNT A N.O. SPST MOMENTARY CONTACT MUSHROOM HEAD SWITCH IN ENCLOSURE. E.C. TO INSTALL BOX AND SWITCH. COORDINATE REPRESENTS THE AVAILABLE FAULT CURRENT IN EDC VENDOR TO PROVIDE TRANSIENT VOLTAGE E E LOCATION WITH UTILITY COMPANY AND FIRE MARSHAL PRIOR RMS SYMMETRICAL AMPERES AT THE RESPECTIVE SURGE SUPPRESSION PER REQUIREMENTS OF i TO INSTALLATION. APPLY FOR KNOX PADLOCK WITH FIRE TRANSFORMER, PANEL, OR EQUIPMENT BASED ON FLORIDA ELECTRICAL CODE.-- _®-j MARSHALL, MICHAEL McGIBENY (407) 302-1091. OINFORMATION RECEIVED FROM THE UTILITY ------------------------------ SU LY. 1 AC SUPPLY. TVSS r� KWH a MAIN SERVICE (MSB1) - 4000 AMP BUS - 480/277 VOLT, 3 PHASE, 4 WIRE ---- ------- ICT 800A-3P 800A-3P 80OA-3P I 60CA-3P �f 600A-3P 50OA-3P I I, BRKR., BRKR. �, BRKR. L< BRKR. ;v \ BRKR. BRKR. IB20 35,548 B20 35,004 B21 E 35,852 I - ^II i PANEL ¢� PANEL � PANEL .� a _ _ _ __ H1 B1 H1 A H1 B2 ' I `=UNDERGROUND UNDERGROUND „.,,_.. f, .y r--------------------� v I L_®_ F IT j r----- A19 18,202 A18 17,495 L------ i z (2) #6 AND (1) #8 GND) „ NOTE: DASHED LINE INDICATES i i i 17,274E COPPER IN 3/4 C. s 2-1/2 2-1/2 FACTORY WIRING TYP ` 810 i 30,916 FB10 i 30,388 1 TPL (2) #4 AND (1) #6 GND MAIN MAIN ALUMINUM IN 1" C. E PANEL PANEL A7 26,296 480V I _ Ell 25 KVA E PANEL PANEL #8 CU i T1 Dk A 480V H1P1 H1P2 GND 240/120V� (COMPRESSOR (COMPRESSOR HO USE #1) HOUSE #2) E - s PROVIDE EXOTHERMIC (#2 CU 75 KVA E E 3 ( ) #1 AND2 ( ) #6 GNDIG / .^'£ ,4 "`�.. r"✓",•sw+rP.,sF. ....C. .:_.'-r. e^....e:r .. -r...•e..r...f^... .. WELD TO NEAREST i GND E 208Y/120V ,r COPPER IN 1-1/2" C. AVAILABLE BUILDING E E STEEL PER NEC OR E I E E (3) #2/0 AND (2) #4 GND/IG 250-30 TYP i C11 E i UPS E E 8 KVA E ALUMINUM IN 2 C. E OUTSIDE WALL SECONDARY TERMINATIONS AT MSB1 BY CONTRACTOR SECONDARY TRENCH AND BACKFILL PROVIDED BY CONTRACTOR SECONDARY CONDUITS PROVIDED BY CONTRACTOR SECONDARY CONDUCTORS PROVIDED BY CONTRACTOR #BGND = ( ( E UNDERGROUND CONDUIT SIZE SHOWN i PANEL L1D i ) 10OA-2P E BELOW FEEDER DESIGNATION IS BASED 2-SECT. / BRKR I ON SCHEDULE 40 PVC I I I �Et �.^..s PANEL I REAR ELEC/ I� i i E i - BOX INDICATES ITEMS THAT ARE L��fl COMM ROOM J, �,a-�-- LOCATED IN EDC TYP EDC1 - REF 3-E3-i L r� - - - - - - - - - "r NOTE: FEEDERS FROM EDC1 SHALL BE UNDERGROUND AS NOTED (3) #1 AND (2) #6 GND/IG COPPER IN 1-1/2" C._... - - - - - - - - - - - - - - - - - UNDERGROUND � � (3) #2/0 AND (2) #4 GND/IG �� � UNDERGROUND UNDERGROUND � � UNDERGROUND ALUMINUM IN 2" C. B19 19,026 �810 5,346 '�a I B18 14,991 B16 12,543 ( ( 3» /2 - i %i 12-1 /2" 2-1/2" PANEL PANEL PANEL I °{ `. q :,. LPL r ` I PANEL PANEL I ( H4B i H3B i i i H2A H2B k..,.,, (PHOTO LAB) ;> I I( r----------------- J i L--------------------, E E B3 14,835 I E I I r---------- L_____� I I E A11 E 18 603 E A2 E 5,034 E i i i i B10 E 14,100 A11 E 14,727 i T4D PANEL I T3D I I E E I I E480V H4C I 480V i T2B 1 E 6 i , 150 KVA PANEL 480V ( I E 208Y/120V 30 KVA ri. 150 KVA 17,364E A9 CU I ��� #1/0 CU #1/0 � \-�--------------------GND E 208Y/120V H2P EEGND208Y/120V E i GND E E ® E ** PROVIDE _ ` J TFS_ E �________-1 E E �C6 E I I #1/0 CU GND. OR i ( I 480V i \E C5 PROVIDE '� i I #3/0 ALUM. GND.-** C18 E i i #2 CU i 112.5 KVA B5 E `---� C10 E i #2 CU GND. OR GND E 208Y/120V #1 /0 ALUM. GND. 20OA-3P ) 2 BRKR P I PANEL I I PANEL PANEL PANEL PANEL I I E C14 PANEL PANEL J BRKR i L3D E L2D1 L2D2 L2B L2P p ' >> L4D1 L4D2 I I I � I 350A-3P i E i B8 L _ii L- -J i i BRKR ) i EDC3 CONSOLE EDC2 L LED 1 4`""- C8 4 mob. ` [REF 3-E3 #BCU GND i PANEL i L2U I FRONT e i ELEC i COMM UPS ROOM 8 KVA C10 B11 ** ® ** PROVIDE #2 CU GND. OR C5 t C5 C5 C5 C5 C5 :' #1 /0 ALUM. GND. <n .wr ry ; FMB PANEL PANEL PANEL PANEL PANEL PANEL NOTE. PANEL�YYe° LFS FURNISHED PANEL LFS,c Y PANEL L4D3 PANEL L4D4 2-SECT. Y' 2-SECT. 2-SECT. LRX LVC LHC LTS1 LTS2 f LTS3 BY EDC VENDOR. (PHARMACY)g (VISION (HAIR (TENANT) (TENANT)," (FOOD SERVICE TENANT) (LP OFFICE) (BAKERY) CENTER) CARE) g m. REF MCDONALDS SHEETS FOR LOCATION f, PARENTHESIS LOCATION TYP INDICATE EXTERIOR WALL VERTICAL BUILDING STEEL - BOND TO BUILDING STEEL WITH EXOTHERMIC WELD FINISHED GRADE (1) #3/0 BARE COPPER (1) #4 BARE COPPER TO TELEPHONE EQUIPMENT i MAIN SWITCHBOARD vJ3 sef .''+'y f'� :$ ,. ..... .w+-....-.. � �.."......a......-.....:>.wa-._......< .. ...a....�........w.v. _..«:....... r...-...r...�s.:...a.».........r..,.......i-...,....-.n+......8 i § GROUNDING ELECTRODE CONDUCTOR I SHALL EXIT FOUNDATION AT EDC GROUND CHASE I a 3 0 BARE COPPER CONDUCTOR FROM GROUNDING ELECTRODE SYSTEM INSTALLATION SHALL BE IN STRICT COMPLIANCE WITH LOCAL CODES AND/OR AUTHORITY HAVING JURISDICTION NEUTRAL BUS MAIN BONDING JUMPER EQUIPMENT BONDING JUMPER EQUIPMENT GROUND BUS FINISHED FLOOR I EQUIPMENT GROUND BUS. EXTEND 20'-0" a.,,' _, �..,s AT BOTTOM OF FOUNDATION WITH MINIMUM iI F s OF 2" COVERAGE IF WATER SERVICE LINE IS METAL, IT MUST BE BONDED TO GROUNDING ELECTRODE SYSTEM WITH A 3/0 THWN COPPER CONDUCTOR. GROUNDING ELECTRODE SYSTEM NTS 05.25.01 EP07 ELECTRICAL ONE -LINE FEEDER SCHEDULE 3 PHASE CONDUCTORS, 3 PHASE CONDUCTORS, 3 PHASE CONDUCTORS, NEUTRAL, GROUND AND FEEDER CONDUCTOR SIZE AND GROUND NEUTRAL AND GROUND ISOLATED GROUND COPPER ALUMINUM CONDUCTORS CONDUCTORS CONDUIT SIZE CONDUIT SIZE CONDUIT SIZE NO. N 0. FEEDER OF PHASE & GROUND OF PHASE & GROUND COPPER ALUMINUM COPPER ALUMINUM COPPER ALUMINUM AMPACITY SETS NEUTRAL & I.G. SETS INEUTRAL & I.G. NO. FEEDERS FEEDERS NO. FEEDERS FEEDERS NO. FEEDERS FEEDERS 20 12 12 - - AO 1 /2" - BO 1 /2" - CO 1 /2" - 30 10 10 - - Al 1 /2" - B1 1 /2" - C1 3/4" - 50 8 10 6 6 A2 3/4" 3/4" B2 3/4" 1 " C2 3/4" 1 ". 65 6 8 4 6 A3 3/4" 1" B3 1" 1" C3 1" 1-1/4" 85 4 8 2 6 A4 1" 1-1/4" B4 1-1/4" 1-1/4" C4 1-1/4" 1-1/4" 100 3 8 1 6 A5 1" 1-1/4" B5 1-1/4" 1-1/4" C5 1-1/4" 1-1/2" 115 2 6 1/0 4 A6 1-1/4" 1-1/4" B6 1-1/4" 1-1/2" C6 1-1/4" 1-1/2" 130 1 6 2/0 4 A7 1-1/4" 1-1/2" B7 1-1/2" 2" C7 1-1/2" 2" 150 1 /0 6 3/0 4 A8 1-1/2" 1-1/2" B8 1-1/2" 2" C8 2" 2" 175 2/0 6 4/0 4 A9 1-1/2" 2" B9 2" 2" C9 2" 2" 200 3/0 6 250kcmil 4 A10 2" 2" B10 2" 2-1/2" C10 2„ 2-1/2" 230 4/0 4 300kcmil 2 A11 2" 2" B11 2-1/2" 2-1/2" C11 2-1/2" 2-1/2" 250 250kcmil 4 350kcmil 2 Al2 2" 2-1/2" B12 2-1/2" 2-1/2" C12 2-1/2" 2-1/2" 300 2 1 /0 4 2 3/0 2 A13 1-1/2" 1-1/2" B13 2" 2" C13 2" 2" 350 2 2/0 3 2 4/0 1 A14 1-1/2" 2" B14 2" 2" C14 2" 2-1 /2" 380 500kcmil 3 750kcmil 1 A15 2-1/2" 3 B15 3 3-1 /2 C15 3' 3-1/2" 400 2 3/0 3 2 250kcmil 1 A16 2" 2" B16 2" 2-1/2" C16 2" 2-1/2" 460 2 4/0 2 2 300kcm it 1 /0 A17 2" 2-1/2" B17 2-1/2" 2-1/2" C17 2-1/2" 2-1/2" 500 2 250kcmil 2 2 350kcmil 1 /0 A18 2" 2-1/2" B18 2-1/2" 2-1/2" C18 2-1/2" 2-1/2" 620 2 350kcmil 1 2 500kcmil 2/0 A19 3 3 B19 3 3 C19 3 3 760 2 500kcmil 1 /0 2 750kcmil 3/0 A20 3" 3" B20 3" 3-1/2" C20 3" 3-1/2" 810 3 300kcm it 1 /0 3 400kcm it 3/0 A21 2-1/2" 2-1/2" B21 2-1/2" 2-1/2" C21 2-1 /2' 3" NOTE: AMPACITY BASED ON NEC TABLE 310-16 (COPPER CONDUCTORS - THWN INSULATION, ALUMINUM CONDUCTORS - XHHW-2 INSULATION) CONDUIT SIZE BASED ON CONDUCTOR PROPERTIES LISTED IN 1996 NEC CHAPTER 9, TABLES 5 AND 5A, AND CONDUIT AREAS LISTED CHAPTER 9, TABLE 4 FOR EMT WITH 40% FILL (SERVICE ENTRANCE CONDUIT SIZE BASED ON SCHEDULE 80 PVC) CONDUIT SIZE SHOWN IS BASED ON EMT CONDUIT ABOVE GRADE. OTHER CONDITIONS MAY REQUIRE A LARGER CONDUIT, SIZED PER NEC. '61r dF-0 <2 wo '6 1,- I) LL LLj o zv�� <¢N\000aW���Wo O Z�=v�-i�xSw'}zV) Li a < Of ' o zo � Z 3�aow�wov000 0 O z V) z a¢ 8-= z a¢ o Z 4 o5 a Q < 0 voiz JofvoicuozN1 n cnW��z�w� wo�vdD�� F= �--o-jL,QV)QWW<R o � O � co V1 w 0 ISSUE BLOCK 1 01/23/02 REV. #2 2 05/17/02 REV. #4 3 05/20/02 REV. #5 4 08/13/02 REV. #8 5 04/25/03 CCD #1 6 05/23/03 CCD #2 CHECKED BY: DRAWN BY: FILE NAME: E4 PROTO CYCLE: 092801 DOCUMENT DATE: 11 /16/01 O` SCHEDULESAND NTS AR • SHEET: L..... E 4 PANELBOARD NOTES (1) TERMINATE GROUND ON ISOLATED GROUND BUS. (2) INSTALL LOCKING DEVICE FURNISHED WITH PANELBOARD (LOCK -OFF FOR MAINTENANCE). (3) INSTALL LOCKING DEVICE FURNISHED WITH PANELBOARD (LOCK -ON FOR CRITICAL LOAD). (4) GFI BREAKER. (5) REFER TO SITE LIGHTING PLAN FOR WIRE SIZES. (6) CONDUCTOR SIZE HAS BEEN INCREASED FOR VOLTAGE DROP. SIZE EQUIPMENT GROUNDING CONDUCTOR PROPORTIONATELY PER NEC. (7) REFER TO ONE -LINE DIAGRAM FOR AVAILABLE FAULT CURRENT FOR INTERRUPT RATINGS. (8) REFER TO ONE -LINE DIAGRAM FOR WIRE SIZES. (9) FACTORY WIRED TO LOAD. �(10) BREAKER SHALL BE HIGH MAGNETIC TYPE. ..v. �.... (11) REFER . TOV MCDONALDS SHEETS. (X) DESIGNATES "SMART" BREAKER.KVA F..,, F 3 =t" 94 l j f llll 1. �_ iz' f' 1il s, s s r s 4 KVA J, d 1r f Y Y t a tt - 4 KVA 4 is C' i; `` x` 4 1 Y 4 .. ._ A1 .. .^.. '-.. .3 .... '.. ,- . .> >. ,.,> .-.. ,,... <. c., e.✓''-.._ .: h; .sr w... >.»s'....f,,..:i ....r aw. .s. {' .s. ...J=.,,;'"aer ... ..a.,-*` • � �C ,.w ar... "-..R... - ' 1 tF S4.02 r _9 KYA ', :1 s "4 <y 'i gzr E` S 5 E. 4r f. a 9A .a3 } P s -� EVA - Q , 9 1 's } 4. f' F s Y E 3 4s r •tt fi �. -.«... :, >«.1r-.,...n' tee...= ;`..=m: ,...,a -..:. w,.w e,..,.-^> `..., .... .x >a,* ..n..✓v" »..,.,� .. ...., c.... -a...a 'W.-.r ,„.,,.s ,... "`'.,;.-.✓- -+a,«r' >':a.,y✓ «y,,, a,,,.. .«. ,..:,.+> ._,,,*' n... w..s ..,�� .,...'`.... t_.c- -.w" . � =.yam"'--,,,x..' ..,.- - ✓"': a - s -. a ,� .i - .r1, r. ..,w-... �.." ,„.r%�-, ....... ....... H1 A PANELBOARD L � `< TWO -SECTION PANEL 480V, 3 PH, 3W SERVES: HVAC SECTION #1: BREAKERS 1-14 800A, M. L. 0 LOCATION: EDC1 SECTION #2: BREAKERS 15-32 (7) AIC, FULLY RATED PANEL PROVIDED WITH EDC GROUND BUS SURFACE MOUNT A DESCRIPTION WIRE BRKRPL PLBRKR WIRE DESCRIPTION 1 RTU1 (6)� #4� 60 3a 11.20 7.43 3 35 #6 RTU2 (6) 2 10 TON, 30 KW 11.20 7.43 5 TON, 20 KW 11.20 7.43 3 RTU3 _ #4 . 70 3n 14.80 7.43 3 35 #8 RTU4 4 10 TON, 40 KW 14.80 7.43 5 TON, 20 KW 14.80 7.43 5 RTU6 (6) #10 20 3 4.02 4.02 3 20 #10 RTU13 (6) 6 3 TON, 10 KW 4.02 4.02 3 TON, 10 KW 4.02 4.02 7 RTU14 (6) #4 60 3 2.30 0.64 3 20 #12 RTU15 8 20 TON 2.30 0.64 5 TON 2.30 0.64 9 RTU16 4 80 3 15. 96 15.96 3 80 # 4 RTU17 10 20 TON, 40 KW 15.96 15.96 20 TON, 40 KW 15.96 15.96 11 RTU21 #8 35 3 7.43 2.30 3 60 #6 RTU22 -12 5 TON, 20 KW 7.43 2.30 20 TON � 7.43 2.30 13 RTU24 #6 60 3 2.30 2.30 3 60 #6 RTU25 14� 20 TON 2.30 2.30 20 TON 2.30 2.30 15 RTU26 #6 60 3 2.30 7.43 3 35 #6 RTU2? (6) 16E 20 TON 2.30 7.43 5 TON, 20 KW �........ 2.30 7.43 17 RTU28 #4 80 3 15.96 3.82 3 20 #12 RTU29 18 20 TON, 40 KW 15.96 3.82 5 TON, 10 KW 15.96 3.82 19 RTU30�"`'�'` #12 20 3 4.02 7.43 3 35 #8 RTU31 20 3 TON, 10 KW 4.02 7.43 5 TON, 20 KW 4.02 7.43 s 21 RTU32 #12 20 3 3.82 3 20 #12 RTU33 22= 5 TON, 10 KW 3.82 4.02 3 TON, 10 KW ,F.. 3.82 4.02 r._�...:. 23 RTU34 #8 40 3 7.87 15.96 3 80 #4 RTU35 24 10 TON, 20 KW 7.87 15.96 20 TON, 40 KW 25 RTU36 (6) #10 20 3 ` 4.02 SPACE 26 3 TON, 10 KW _ 4.02 27 SPACE SPACE 28 29 SPACE SPACE 30 31 SPACE 3 15 #12 PLM-H1 A 32 TOTAL 174.73 174.73 174.73 KVA PER NEC ARTICLE 220 631 631 631 AMPS TOTAL LOAD 524.19 KVA 631 AMPS FEEDER LOAD 525.91 KVA 633 AMPS H2A PANELBOARD 480V, 3 PH, 3W SERVES: HVAC 600A, M. L. 0. LOCATION: EDC2 (7) AIC, FULLY RATED PANEL PROVIDED WITH EDC GROUND BUS SURFACE MOUNT V DESCRIPTION WIRE BRKRPL PLBRKR WIRE DESCRIPTION 1 RTUS #12 20 3 4.02 4.02 3 20 #12 RTU7 2 3 TON, 10 KW 4.02 4.02 4.02 4.02 3 TON, 10 KW , 3 RTU8 #12 20 3 4.02 7.43 3 35 #8 RTU9 4 3 TON; 10 KW 4.02 7.43 5 TON, 20 KW 4.02 7.43 5 RTU10 #4 70 3 14.80 7.43 3 35 #8 RTU11 6 10 TON, 40 KW 14.80 7.43 5 TON, 20 KW 14.80 7.43 7 RTU12 #12 20 3 4.02 15.96 3 80 #4 RTU18 8' 3 TON, 10 KW 4.02 15.96 20 TON, 40 KW 4.02 15.96 9 RTU19 #4 80 3 15.96 14.80 3 70 #4 RTU20 10 20 TON, 40 KW 15.96 14.80 10 TON, 40 KW 15.96 14.80 11 RTU23 #4 80 3 15.96 SPACE 12 20 TON, 40 KW 15..96 15.96 13 SPACE SPACE 14 15 SPACE SPACE 16 17 SPACE SPACE 18 TOTAL 108.41 108.41 - 108.41 KVA PER NEC ARTICLE 220 391 391 391 AMPS TOTAL LOAD 325.24 KVA 391 AMPS ]AMPS FEEDER LOAD 326.96 KVA 393 H1 D1 PANELBOARD 480/277V, 3 PH, 4W SERVES: 480 VOLT- DISTRIBUTION 800A, M. L. 0. LOCATION: EDC1 (7) AIC, SERIES RATED PANEL .PROVIDED WITH EDC GROUND BUS SURFACE MOUNT /�� DESCRIPTION WIRE BRKRPL PLBRKR WIRE DESCRIPTION `1 A B C AHU2 #1 154 3 � 24.58 20.35 3 125 (8) TRANSFORMER T1D (9) 2 3 30 TON, 480/3 24.58 18.98 75 KVA, 480/3 4 5 24.58 19.67 6 7 AHU3 #1 150 3 24.58 38.47 3 200 (8) PANEL H1P1 (9) 8 9 30 TON,_ 480/324.58 40.05 480/277/3 10 11 24.58 37.12 12 13 COMPACTOR #10 30 3 3.88 34.58 3 200 (8) PANEL H1 P2 (9) 14 15 10 HP, 480/3 °3.88 30.78 480/277/3 16 17 f 3.88 29.28 18 19 BALER #10 30 3 r 3.88 38.72 3 200 (8) . PANEL H3B 20 21 10 HP, 480/3 f� 3.88 480/277/3 22 23 � 3.88 32, 34 ,24 25 BALER #10 30 3 3.88 SPACE 26 27 10 HP, 480/3 � 3.88 28 29 3.88 - 30 31 COMPACTOR #10 30 3 � 3.88 ., _....:,. _ -• -- SPACE 33 10 HP, 480/3 � 3.88 34 35 3.88 36 37� H2 PANELBOARD 480/277V, 3 PH, 4W SERVES: 480 VOLT DISTRIBUTION 400A M.L.O. LOCATION: EDC2 (7} AIC, SERIES RATED PANEL PROVIDED WITH EDC GROUND BUS SURFACE MOUNT DESCRIPTION WIRE BRKRPL PLBRKR WIRE DESCRIPTION 1 PANEL H2P (9) (8) 200 3 34.57 DEDICATED SPACE 2 3 480/277/3 32.89 4 5 31.66 6 7 TRANSFORMER T2B (9) (8) 225 3 56.29 DEDICATED SPACE 8 9 150 KVA, 480 f 3 55.24 10 11 51.90 12 13 LIFT STATION #8 20 3 4.21 9.00 3 50 #6 AIR CURTAIN 14 15 (2) 5HP,480/3 4.21 9.00 (3) 9 KW, 480/3 16 179.00 18 19 SPACE 5.00 3 30 #10 WH-HAIR CARE (2) 20 21 5.00 15 KW, 480/3 22 23 5.00 24 TOTAL 109.08 106.34 101.78 KVA PER NEC ARTICLE 220 394 384 367 AMPS TOTAL LOAD 317.20 KVA 382 AMPS FEEDER LOAD 324.63 KVA 390 AMPS H4D PANELBOARD 480/277V, 3 PH, 4W SERVES: GROCERY 480 VOLT EQUIPMENT 600A, M. L. 0. LOCATION: EDC4 (7) AIC, SERIES RATED PANEL PROVIDED WITH EDC GROUND BUS SURFACE MOUNT DESCRIPTION WIRE RKRPL PLBRKR WIRE DESCRIPTION C 1 TRANSFORMER T4D (9) (8) 225 3 48.60 2.49 3 20 B03 WASH SINK (2) 2 3 150 KVA, 480/3 47.79 2.49 9.0 A> 480/3 4 5 48.03 2.49 6 7 TANS 0 M R TFSi 9,11); ;� (8) 175 3 45.04 9.00 3 5d #6 AIR CURTAIN 8 9 spY 112.5 KVA, 480/3 50.06 9.00 (3) 9 KW, 480/3 10 11 _ 49.29 9.00 12 13 ANU1� 10-0-14 > � � #1 ' 150' 3� 24.58 9.15 3 40 #8 D26 FRYER (2) 14 15 30 TON, 480/3 24.58 9,15 33.0 A, 480/3 16 17, N 24.58 9.15 SHUNT -TRIP BREAKER 18 19 SPACE 11.92 3 60 #6 D27 FRYER (2) 20 21 11.92 43.0 A, 480/3 22 23 11.92 SHUNT -TRIP BREAKER 24 25 SPACE 11.92 3 60 #6 D27 FRYER (2) 26 27 11.92 43.0 A, 480/3 28 29 11.92 SHUNT -TRIP BREAKER 30 31 SPACE 5.26 3 60 (8) PANEL H4C (9} 32 33 8.04 480/277/3 34 35 4.44 36 37 SPACE SPACE 38 39 40 41 42 TOTAL 167.95 174.95 170.81 KVA PER NEC ARTICLE 220 606 632 617 AMPS TOTAL LOAD 513.71 KVA 618 AMPS FEEDER LOAD 339.45 KVA 408 AMPS H1 P1 POWER SWITCHING PANELBOARD 480/277V, 3 PH, 4W SERVES: LIGHTING 225A, M. L. 0. LOCATION: EDC1 (7) AIC, SERIES RATED PANEL PROVIDED WITH EDC GROUND BUS SURFACE MOUNT DESCRIPTION WIRE BRKRPL PLBRKR WIRE DESCRIPTION A BA C 1 SALES FLOOR LIGHTING (6,X) #8 20 1 2.52 0.72 1 20 EMERGENCY LIGHTING (3) 2 3 SALES FLOOR LIGHTING (6,X) #8 20 1 2.52 1.29 1 20 #10 SECURITY LIGHTING (6,X) 4 5 SALES FLOOR LIGHTING (6,X) #8 20 1 2.64 2.37 1 20 #10 SECURITY LIGHTING (6,X) 6 7 SALES FLOOR LIGHTING (6,X) #8 20 1 3.96 2.28 1 20 #10 PERIMETER LIGHTING (6) 8 9 SALES FLOOR LIGHTING (6,X) #8 20 12.17 1 20 #10 PERIMETER LIGHTING (6) 10 11 SALES FLOOR LIGHTING (6,X) #8 20 1 3.96 2.17 1 20 #10 PERIMETER LIGHTING (6) 12 13 SALES FLOOR LIGHTING (6,X) #8 20 1 3.96 2.28 1 20 #10 PERIMETER LIGHTING (6) 14 15 SALES FLOOR LIGHTING (6,X) #8 20 1 3.96 2.28 1 20 #10 PERIMETER LIGHTING (6) 16 17 SALES FLOOR LIGHTING (6,X) #8 20 1 3.96 2.17 1 20 #10 PERIMETER LIGHTING (6) 18 19 SALES FLOOR LIGHTING (6,X) #8 20 1 3.72 3.55 1 20 #10 GM DOCK LIGHTING (6) 20 21 SALES FLOOR LIGHTING (6,X) #8 20 1 3.72 3.79 1 20 BREAKEM /LAYAWAY LTG. 22 23 SALES FLOOR LIGHTING (6,X) #8 20 1 3.72 4.02 1 20 REAR STOCKRM LIGHTING 24 25 SALES FLOOR LIGHTING (6,X) #8 20 1 4.20 2.89 1 20 REAR STOCKRM LTG. (9) 26 27 SALES FLOOR LIGHTING (6,X) #8 20 1 3.96 4.00 1 20 R. GROC. DOCK LIGHTING 28 29 SALES FLOOR LIGHTING (6,X) #8 20 1 3.72 1 20 SPARE (X) 30 31 SALES FLOOR LIGHTING (6,X) #8 20 1 4.20 1 20 SPARE 32 33 SALES FLOOR LIGHTING (6,X) #8 20 1 4.20 1 20 SPARE 34 35 SALES FLOOR LIGHTING /6,X l ) # 8 20 1 4.20 1 20 SPARE 36 LES FLOOR LIGHTING (6,X) #10 20 1 4.20 SPACE 38 T LES FLOOR LIGHTING (6,X) #10 20 14.20 SPACE 40 LES FLOOR LIGHTING (6,X) #10 20 1 4.20 SPACE 42 TOTAL 38.47 40.05 37.12 KVA PER NEC ARTICLE 220 139 145 134 AMPS TOTAL LOAD 115.64 KVA 139 AMPS FEEDER LOAD 144.55 KVA 174 AMPS H1P2 POWER SWITCHING PANELBOARD 480/277V, 3 PH, 4W SERVES: LIGHTING 225A, M. L. 0. LOCATION: EDC1 (7) AIC, SERIES RATED PANEL PROVIDED WITH EDC GROUND BUS SURFACE MOUNT DESCRIPTION WIRE BRKRPL PLBRKR WIRE DESCRIPTION A B C 1 SALES FLOOR LIGHTING (6,X) #8 20 1 4.20 0.56 1 20 EMERGENCY LIGHTING (3) 2 3 SALES FLOOR LIGHTING (6,X) #8 20 1 4.20 1 20 SPARE 4 5 SALES FLOOR LIGHTING (6,X) #8 20 1 4.20 1 20 - SPARE 6 7 SALES FLOOR LIGHTING (6,X) #10 20 1 4.20 SPACE 8 9 SALES FLOOR LIGHTING (6,X) 10 2 0 1 4.20 SPACE 10 11 SALES FLOOR LIGHTING (6,X) #10 20 1 4.20 SPACE 12 13 SALES FLOOR LIGHTING (6,X) #10 20 1 4.20 SPACE 14 15 SALES FLOOR LIGHTING (6,X) #10 20 1 4.20 SPACE 16 17 SALES FLOOR LIGHTING (6,X) #10 20 1 4.20 SPACE 18 19 SALES FLOOR LIGHTING (6,X) #10 20 1 4.20 SPACE 20 21 SALES FLOOR LIGHTING (6,X) #10 20 1 4.08 SPACE 22 23 SALES FLOOR LIGHTING (6,X 10 20 1 3.96 SPACE 24 25 SALES FLOOR LIGHTING (6,X) #10 20 1 3.48 SPACE 26 27 SALES FLOOR LIGHTING (6,X) #10 20 1 3.72 SPACE 28 29 SALES FLOOR LIGHTING 6,X) 10 20 1 3.60 SPACE 30 31 SALES FLOOR LIGHTING (6,X) #10 20 1 3.60 2.70 2 20 (5) PARKING LOT LIGHTING (X) 32 33 SALES FLOOR LIGHTING (6,X) #8 20 1 3.72 2.70 480/1 34 35 SALES FLOOR LIGHTING 6,X) #8 20 1 3.72 3.24 2 20 5) PARKING LOT LIGHTING X 36 37 SALES FLOOR LIGHTING (6,X) #8 20 1 4.20 3.24 480/1 38 39 SALES FLOOR LIGHTING (X) 20 1 1.80 2.16 2 20 (5) TRUCKWELL SEC. LTG. (X) 40 41 SPARE X) 20 1 2.16 480 1 42 TOTAL 34.58 30.78 29.28 KVA PER NEC ARTICLE 220 125 111 106 AMPS TOTAL LOAD 94.64 KVA 114 AMPS FEEDER LOAD 118.30 KVA 142 AMPS HP POWER SWITCHING PANELBOARD 480/277V, 3 PH, 4W SERVES: FRONT LIGHTING 225A, M. L. O. LOCATION: EDC2 (7) AIC, SERIES RATED PANEL PROVIDED WITH EDC GROUND BUS SURFACE MOUNT DESCRIPTION WIRE RKRPL PLBRKR WIRE DESCRIPTION A 1 WAL-MART SIGN (X) (5) 20 2 1.08 4.44 1 20 #10 GARDEN CENTER LIGHTS (6,X) 2 3 480/1 1.08 2.74 1 20 LEXAN CANOPY LIGHTING (X) 4 5 PARKING LOT LIGHTING X 5 20 2 1.62 2.51 1 20 10 SHADE CLOTH LIGHTING 6,X 6 7 480/1 1.62 3.53 1 20 #10 PERIMETER LIGHTING (6) 8 9 PARKING LOT LIGHTING (X) (5) 20 2 2.16 3.53 1 20 #10 PERIMETER LIGHTING (6) 10 11 480/1 2.16 3.42 1 20 10 PERIMETER LIGHTING 6 12 13 PARKING LOT LIGHTING (X) (5) 20 2 3.24 4.08 1 20 VISION CENTER LIGHTING 14 15 480/1 3.24 2.66 1 20 VESTIBULE LIGHTING 16 17 PARKING LOT LIGHTING (X 5) 20 1 1.42 1.73 1 20 HAIR CARE LIGHTING 9) 18 19 SPACE 2.50 1 20 PHARMACY LIGHTING 20 21 PARKING LOT LIGHTING (X) (5) 20 2 3.24 2.90 1 20 TENANT WALL LIGHTING 22 23 480/1 3.24 2.96 1 20 COURTESY DESK LIGHTING 24 25 PARKING LOT LIGHTING (X) (5) 20 2 2.16 2.20 1 20 TENANT SPACE LIGHTING 26 27 480/1 2.16 1 20 SPARE 28 29 PARKING LOT LIGHTING (X) (5) 20 2 3.24 1 20 SPARE 30 31 480/1 3.24 1.08 2 20 (5) WAL-MART SIGN (X) 32 33 PARKING LOT LIGHTING (X) (5) 20 2 2.16 1.08 480/1 34 35 480 1 2.16 2.70 2 20 5 PARKING LOT LIGHTING X 36 37 SECURITY LTG (X) (5) 20 2 2.70 2.70 480/1 38 39, JPARKING 480f1 2.70 3.24 2 20 (5) PARKING LOT LIGHTING (X) 40 41 TENANT SPACE LIGHTING 4 20 1 1.27 3.24 480 1 42 TOTAL 34.57 32.89 31.66 KVA F.A. PER NEC ARTICLE 220 125 119 114 AMPS TOTAL LOAD 99.13 KVA 119 AMPS FEEDER LOAD 123.91 KVA 149 AMPS H4C PANELBOARD 480/277V, 3 PH, 4W SERVES: GROCERY LIGHTING 125A, M. L. 0. LOCATION: EDC4 (7) AIC, SERIES RATED PANEL PROVIDED WITH EDC GROUND BUS SURFACE MOUNT V DESCRIPTION WIRE RKRPL PLBRKR WIRE DESCRIPTION 1 BAKERY LIGHTING 20 1 2.66 1 20 SPARE 2 3 DELI LIGHTING 20 1 3.65 1.84 1 20 F': CKI�N��'(9�)�`""f�""f 4u" 5 MEAT PREP LIGHTING 20 1 1.26 3.18 1 20 10 VESTIBULE LIGHTING 6 6 7 PRODUCE SPOT LIGHTING 20 1 2.60 SPACE 8 9 PRODUCE/ SEAFOOD LIGHTING 20 1 2.55 SPACE 10 11 SPARE 20 1 SPACE 12 13 SPACE SPACE 14 15 SPACE SPACE 16 17 SPACE SPACE 1S TOTAL 5.26 8.04 4.44 KVA PER NEC ARTICLE 220 19 29 16 AMPS TOTAL LOAD 17.74 KVA 21 AMPS FEEDER LOAD 22.18 KVA 27 AMPS ISSUE BLOC-®® 1 01/23/02 REV. #2 2 05/17/02 REV. #4 3 05/20/02 REV. #5 4 08/13/02 REV. #8 5 09/09/02 REV. ;#9 6 04/25/03 CC D #1 7 05/23/03 C C D #2 CHECKED BY: DRAWN BY: FILE NAME: E4.1 PROTO CYCLE: 092801 DOCUMENT DATE: 11 /16/01 SHEET: SHEET: 4" SQ COLUMN W 811 SQ X 1/2" BASEPLATf (TYP OF ALL `J L-)i V C11 COLUMN GABLE TRUSS WELDED OFFS DOU5L GABLE FAN 1 PER HOUSE .�_..i SCALE: 1 NOTE 1. NEXUS IS RESPONSI5LE FOR DESIGN OF STRUCTURE AND ANCHOR BOLTS. 2. FOUNDATION, FOOTING AND SLAB ARE DESIGNED AND PROVIDED BY OTHERS, 3. VERIFICATION OF CONCRETE IS THE RESPONSIBILITY OF OWNER. 4. DESIGN LOADS ROOF LIVE LOAD = 2OPSF OR SNOW LOAD SNOW LOAD = OPSF DESIGN WIND SPEED - 10OMPH ALL LOADS APPLIED IN ACCORDANCE WITH: S5C 1997. 5. NOTED DIMENSIONS ON THE COLUMN LAYOUT ARE TOTAL COLUMN HEIGHT. SUBTRACT THE 811 BELOW FINISHED FLOOR TO GET HEIGHT A50VE FLOOR. 6. GENERAL CONTRACTOR TO VERIFY THE LOCATION OF DRAIN STUD -UP THROUGH SLA5, 50 AS TO COORDINATE MATING W/ GUTTER DOWN SPOUT WHEN APPLICABLE. MATERIAL SPECIFICATIONS STEEL SQUARE GALVANIZED TUBING- 411SQ 130A Fy-55KSI 21150 2 J"SQ 21115Q Fy=50KSI 1211SQ 18GA Fy=45K5I BASE PLATES- 811 X 811 X 211 A36 GUTTERS - ROLL FORMED STEEL A36 SWAY RODS - ALL THREAD A36 ALUMINUM ALLOY = 6063-T6 COLUMN CAP / SADDLE- TENZALOY CASTING FASTENERS: ALL BOLTS- A307 SELF DRILL SCREWS- AISI C 1022 BAR CAP SCREWS- AISI C 1018 55 ANCHOR BOLTS- 1/2"x7" EXPANSION BOLTS COVERING POLYCAR5ONATE- 8MM TWINWALL STRUCTURAL SHEET RE50LITE CORRUGATED FIBERGLASS ROOF PANELS MEGARIB CORRUGATED METAL ROOF PANELS SYMBOLS LEGEND SYMBOL DESRIPTION (X_] TAIL �l2�Sjj SHEET NUMBER ELEVATION X SHEET NUMBER $ECTISHEET N SHEET NUMBER ELEVATION RELATIVE 4* xlxll TO 100'011 DATUM F f' m 7 0 00 1 E .1 C _O 00 O Z PROFESSIONAL ENGINEER SEAL g 11 B 0) j� u j OJ J- CC) lam! 0 IC i 00 cy 0 o Qj C Q y 0 0� z W -1 co D o z III it � O 01-1 lu J 0 O [L0 u� 0 z 0 LL 0 1 DATE: 07/02/03 DRAWN: D, GONZALES CHECKED: SEE JOB NUMBER: D10168 REVISED: SHEET: ,j LINE METAL 8MM OPAL PCS RE SHEET 5 FO INSTALLATIO 1 LEFT ELEVATION - � SCALE: 1/4"4-0" 2" SQ. WINI (TYP OF 4 PER G/ GABLE END TRUSS W/ WELDED OFFSET GUTTER SYSTEM W/ END CAPS AND DOWN SPOUT FITTINGS 4" SQ. 130A C 100' O_:� 99'-4" n RIGHT ELEVATION 2"SQ. 16GA ROOF PURLINS DOUBLE RIDGE o -- ,, — 1„1 12'-0" 12'-0" I 12' O° 12'-0" 12' 0" _ 12' 0" ill -loll all O O ® o © O a3'-lo' E ry_ E SCALE: 1/4°=1'-0" ,ID BRACES F PER GABLE END) GABLE END TRUSS W/ WELDED OFFSET GUTTER SYSTEM W/ END CAPS AND DOWN SPOUT FITTINGS 1/2" SWAY ROD-, 130A COLUMN SWAY ROD BRACKETS I"x51" HEX HEAD BOLT 4" SQ. 13GA. STRUT--" — t00'-01, --`r 99'-4u -�- LINE TRUSS 4ETAL DECK NOTE 1. NEXUS IS RESPONSIBLE FOR DESIGN OF STRUCTURE AND ANCHOR BOLTS, 2. FOUNDATION, FOOTING AND SLAB ARE DESIGNED AND PROVIDED BY OTHERS, 3, VERIFICATION OF CONCRETE IS THE RESPONSIBILITY OF OWNER, 4. DESIGN LOADS ROOF LIVE LOAD - 20PSF OR SNOW LOAD SNOW LOAD = OPSF DESIGN WIND SPEED = IOOMPH ALL LOADS APPLIED IN ACCORDANCE WITH: SBC 1997. 5. NOTED DIMENSIONS ON THE COLUMN LAYOUT ARE TOTAL COLUMN HEIGHT. SUBTRACT THE 8" BELOW FINISHED FLOOR TO GET HEIGHT ABOVE FLOOR. 6. GENERAL CONTRACTOR TO VERIFY THE LOCATION OF DRAIN STUB -UP THROUGH SLAB, SO AS TO COORDINATE MATING W/ GUTTER DOWN SPOUT WHEN APPLICABLE, j"x5�" HEX HEAD BOLT—� 8"x4"x1/4" PLATE WELDED TO STRUT 4" SQ. COLUMN SWAY ROD/STRUT TO COLUMN ATTACHMENT 3 SCALE: NTS WAL MART STORE WALL COUNTERFLASHING BUTYL CAULK AT TOP PANEL STITCH FASTENER 6"x2-1/2" GALV. /METAL FLASHING / METAL OR RESOLITE ROOF TO MASONRY FLASHING SCALE: NTS t�7'-6" A.F.F, I Cif 19 9 C)� C` 00 O T ad g 9� 1 N (-,,/ co fy 0 0 Q fy � U U v� � JAG L lu J _o L) Z CL lu 00 1 � 0 u � Lu 7 Nil (01 DATE: .07/02/03 DRAWN: D. GONZALES CHECKED: SEE JOB NUMBER: 010168 REVISED: SHEET: 2 0 2 � m > O 0 co d �@ i 0 E J C arm to O � 0 � O 7 GUTTER SYSTEM W/ DOWN SPOUT FITTINGS AND END CAPS 113'-0" � 111'-O" -1 FRONT ELEVATION SCALE: 1/4"=l'-O" 2115Q. 16GA ROOF PURLIN (TYP OF ALL) ALL WEB MEMBERS 1-1/2" SQ. 18GA Ut I-- (L' .1 �4" SQ. 13GA COLUMN :i n REAR ELEVATION L moo = SCALE: 1/4"=1'-0" DOUBLE RIDGE W C. 2" SQ. WIND BRACE 2" SQ. 16GA TOP CHORD (TYP OF 4 PER GABLE END) BOTH SIDES 2" SQ. 16GA TOP CHORD iBOTH SIDES 2" SQ. 16GA BOTTOM CHORD 2" SQ. 16GA BOTTOM CHORD 1-1/2" SQ 18GA BOTTOM CHORD PURLIN (TYP OF 3 PER HOUSE) 38'-1" NOTE 1. NEXUS IS RESPONSIBLE FOR DESIGN OF i STRUCTURE AND ANCHOR BOLTS. 2. FOUNDATION, FOOTING AND SLAB ARE DESIGNED AND PROVIDED BY OTHERS. 3. VERIFICATION OF CONCRETE IS THE RESPONSIBILITY OF O`r/IdER. 4. DESIGN LOADS ROOF LIVE LOAD = 20PSF OR SNOW LOAD SNOW LOAD = OPSF DESIGN WIND SPEED = 100MPH ALL LOADS APPLIED IN ACCORDANCE WITH. SBC 1997. 5.NOTED DIMENSIONS ON THE COLUMN LAYOUT ARE TOTAL COLUMN HEIGHT. SUBTRACT THE 8" BELOW FINISHED FLOOR TO GET HEIGHT ABOVE FLOOR, 6. GENERAL CONTRACTOR TO VERIFY THE LOCATION OF DRAIN STUB -UP THROUGH SLAB, SO AS TO COORDINATE MATING W/ GUTTER DOWN SPOUT WHEN APPLICABLE. —STORE WALL BUTYL CAULK ,1 '��*I ("----COUNTERFLASHING �r L A 51ril4x � tF14x3/4" SELF DRILL WEATHER GUARD SCREW EVERY 12" -GUTTER 4" SQ, 13GA COLUMN raw r- \\ O 5 GUTTER TO MASONRY FLASHING DETAIL SCALE: NTS 'CARBONATE DEWALL MEMBER i SO SCREW O.0 ALV FLASHING FENCE CLOSURE DETAIL GUTTER SYSTEM W/ \� SCALE: NTS DOWN SPOUT FITTINGS AND END CAPS 1A, \ LL WEB MEMBERS 1/2" SQ, 18GA 1/2110 X 7" EXPG ANCHOR 100-0" 99'-4" �j-- IL 5/8"o HOLE FOR 1/2110 ��— EXPANSION ANCHOR BOLT 0 ol E O -0 1/2" THICK PLATE o" 3 BASEPLATE DETAIL SCALE: 1"=1'-O" T' 1 M 0) HI 0) 1� (A �) 0O LH O aL 0 Q 0 a U ILI _1 C� Q O (y- IL1 c� co 1 m 0 DATE: 07/02/05 DRAWN: D. GONZALES CHECKED: SE JOB NUMBER: D10168 REVISED: SHF-ET: rt I 9 D GUTTER SADD 1/211 x 5-1/21' LG. HEX HEAD BOLT 0 HEX HEAD BOLT-/ ARE SHEET 4 FOR SIZES 4" COLUMN CAPS HEX NUT RE SHEET 4 FOR SIZES CARRIAGE 50 RE SHEET 4 FOR SIZ 411 SQUARE COL ANG SWAY ROD BRACKET ATTACHMENT @ COLUMN TOP AND BOTTOM 1 SWAY ROD INSTALLATION SCALE: NTS GUTTER SADDL 1/2" x 3-1/211 LG. HEX HEAD BOLT 1/211 x 3-1/211 LG.z HEX HEAD BOLT 4" COLUMN TF 211 HEX NUT ANGLED SWAY ROD BRACKET /^RE SHEET 4 FOR SIZES WAY ROD E SHEET 4 FOR SIZES /8" CARRIAGE BOLT EE PARTS LIST FOR LENGTH SQUARE PURLIN TOP CHORD OF TRUSS (NOTE: INSTALL SWAY �FtOD BRACKETS FOR THE ROOF AS THE PURLIN 3/81, BOLTS ARE INSTALLED) ANGLED S STRAIGHT SWAY_-----� v TRAIGHT SWAY ROD BRACKET ROD BRACKET AY ROD SHEET 4 FOR 51ZES WAY ROD (3/8" ALL THREAD) 3/8" HEX NUT SWAY ROD BRACKET ATTACHMENT @ PURLIN �_I/211 HEX NUT '__-1/2" HEX NUT COLUMN/COLUMN CAP ATTACHMENT 2 TRUSS TO COLUMN CONNECTION SCALE: NTS 3/811 x 2-3 HEX HEAT BOTTOM KNEE BRACE DETAIL 3 SCALE: NTS GUTTER S, 1/211 x 5-1/211 1 G.� HEX HEAD BOLT 4" COLUMN CA 4" SQUARE COLUM TRUSS/COLUMN CAP/SADDLE ATTACHMENT TTER SADDLE x 3-1/211 LG. HEX HEAD BOLT 4N CAP 11 HEX NUT NUT E COLUMN NUT 7 TOP VIEW POLYCARB. ATTACHMENT 5CALE: NTS SWAY ROD BRACKET ATTACHMENT @ RIDGE #14 X 1" 5O/WG SCREW THRU H-SPLINE @ WALL MEMBERS GTH SS ALUM, U-CAP (U-8). 6'-3/4" PCS. LUM. H-SPLINE (H-8), 121-011 PCS. __-8MM POLYCARB. COVERING SQ. WALL MEMBER 9 0 O #14 X 1-1/2" SD/WG SCREW EVERY 12" RILL 3/1611 WEEP HOLES (16"OC) UTT SPLICE U-CAPS 4 SIDE VIEW POLYCARB. ATTACHMENT SCALE: NTS THE GUTTER END W/ (2) HOLES IS PLACED ON TOP OF THE END W/(4)HOLE5, THE UPPER GUTTER HOLES SHOULD LINE UP WITH THI: HOLES CLOSEST TO END OF THE LOWER GUTTER. WHEN THIS 15 DONE THE UPPER GUTTER SHOULD SIT APROX. MID -WAY ON SADDLE. V I I LI\ 11'iJ I MLLM I {VIV VL I F11L SCALE: NTS (4) 3/8" NEOPRENE WASHERS (RUBBER FACE DOWN) OVERLAPPING GUTTER (4) 3/811 x 171 HEX BOLTS �e 21 HOLE END BUTYL CAULKING GUTTER LIP TO GUTTER LIP APPLY CAULKING BEFORE NESTING GUTTER. (4) HOLE EN GUTTER SADDLE 3/811 FLAT WASHER (STEEL) (4) 3/8" HEX NUT TTER EXTENSION SQ. ROOF PURLIN TRUSS TOP CHORD GABLE POST 3/8'I X 5" CARR. BOLT TRUSS BOTTOM CH( L-1 LU #14x111 SO SCRE' L-1 LU GABLE POLYCAR50NATE SKIRT DETAIL SCALE: NTS 1/4" X 3/4" HEX.HD, BOLT WITH 1/411 NUT AND NEOPRE BACKED WASHER EVERY 16" C ALUM. GUTTER RAIL FOIL TAPE @ TOP OF PANE 5/8" X I" RUBBER CL #14 X 1-1/2" S.D./W.G. SC EVERY 1211 8MM POLYCARBONATE COVET ALUM. 'U' CAP, 6' 014 X 1-1/2" W SCREW (119 DRILL 3/16". WEEF AT BOTTOM OF CAP r SIDEWALL POLYCARBONATE SKIRT DETAIL SCALE: NTS #14 X 1" SELF DRILL SCREW 2 PER PURLIN, 1/4" X 3/411 BOLT (2 EA) AT RIDGE AND GUTTER ATT'MT ALUMINUM GABLE ,--EXTRUSION FOIL TAPE @ TOP OF PANELS ---5/8" X 111 RUBBER CLOSURE #14 X III SELF DRILL SCREW I W/ I1) BONDED WASHER EVERY 1211 @ TOP CHORD #14 X 111 SELF DRILL SCREW ----W/ V BONDED WASHERS EVERY 1211 @ WEBS #14 X 111 SELF DRILL SCREW W/ 1" BONDED WASHER EVERY 12i1 @ BOTTOM CHORD IMM POLYCARB. GABLE COVERING " SQ. WALL MEMBER *14 X 1-1/211 SD./WG SCREW =VERY 1211 O.C. —ALUM. IU' CAP, 61 PCS. N G IM POLYCAR5. �5LE COVERING 5/8" X V RU55ER CLOSURE ALUM. FRAMING CORNER CHANNEL X 3/411 HEX BOLT NNEL TO CHANNEL) . FRAMING CORNER NFL ;ILL SCREW USHER —REWS AT CORNER ONLY 14 Y 1 �z o 0 0 T 1—I C� �d N CO 0 o 1L Q z R_ W O o D u o z l z z z W 0 Qz �" z o Z L II Q fl z } 0 W J co 0) 0 DATE: 11/13/01 DRAWN: SEE CHECKED; SEE JOB NUMBER: REV1SED: 10/14/02 SHEET: 4 R °o m co 0 Co X >�O O U m CO Eb �o O d ROOF RAIL DETAIL SCALE: NTS FRAME P SCALE: I FRAMIN SCALE: ROOF PANEL GUTTER DETAIL SCALE: NTS ROOF PANEL TO INTERMEDIATE PURLIN SCALE: NTS ROOF PANEL RIDGE DETAIL SCALE; NTS OVERLAP A' LEAST C 1° TAP SEALAN ROOF PANEL LAP DETAIL SCALE: NTS TRUSION IIIII� yy 6) � l � 0 z O T 0 a9 4 < 0 O (-)/ c0 VIO O 0 Q � G� O co 0 U O x z z LU _I O xz O Z >-- O Y— LU J co 0) O DATE: 11/15/01 DRAWN: SEE CHECKED: SEE J05 NUMaER: REV1SF—D: SHFFT: i `1 e �O M 00 M >1C)00 (D C.La E J C 3: M a� co m 0 cn U e e L 4" SQ COLUMN \A 8" SO X 1/2" BASEPLAT (TYP OF AL! ©ul ou Cz� COLUMN 01, 2 .....,-. i . .. (]I=F-P GYGTFAA \A// DO GABLE TRUSS WELDED OFFS DOUBL GABLE FAN 1 PER HOUSE a� SCALE: 1 2 3 ROOF COVERING m � _ � SCALE; METAL DECK ROOF PANELS RESOLITE ROOF PANELS NOTE 1. NEXU5 IS RESPONSIBLE FOR DESIGN OF STRUCTURE AND ANCHOR BOLTS. 2, FOUNDATION, FOOTING AND SLAB ARE DESIGNED AND PROVIDED BY OTHERS. 3, VERIFICATION OF CONCRETE 15 THE RESPONSIBILITY OF OWNER. 4. DESIGN LOADS ROOF LIVE LOAD = 20PSF OR SNOW LOAD SNOW LOAD - OPSF DESIGN WIND SPEED = lOOMPH ALL LOADS APPLIED IN ACCORDANCE WITH: SBC 1997. 5. NOTED DIMENSIONS ON THE COLUMN LAYOUT ARE TOTAL COLUMN HEIGHT. SUBTRACT THE 8" BELOW FINISHED FLOOR TO GET HEIGHT ABOVE FLOOR. 6. GENERAL CONTRACTOR TO VERIFY THE LOCATION OF DRAIN STUB -UP THROUGH SLAB, 50 AS TO COORDINATE MATING W/ GUTTER DOWN SPOUT WHEN APPLICABLE. MATERIAL SPECIFICATIONS STEEL: SQUARE GALVANIZED TUBING- 411SQ 130A Fy=55K5I 2"SQ 2 j"SQ 21"SQ Fy=5OKS1 1211SQ 18GA Fy=45KSI BASE PLATES- 8" X 8" X 2" A36 GUTTERS - ROLL FORMED STEEL A36 SWAY RODS - ALL THREAD A36 ALUMINUM ALLOY = 6063-T6 COLUMN CAP / SADDLE- TENZALOY CASTING FASTENERS: ALL BOLTS- A307 SELF DRILL SCREWS- AISI C 1022 BAR CAP SCREWS- AISI C 1018 55 ANCHOR BOLTS- 1/21lx7" EXPANSION BOLTS COVERING: POLYCARBONATE- 8MM TWINWALL STRUCTURAL SHEET RE501-ITE CORRUGATED FIBERGLASS ROOF PANELS MEGARI5 CORRUGATED METAL ROOF PANELS SYMBOLS LEGEND SYMBOL DESRIPTION (� DETAI SHEET NUMBER ELEVATION X SHEET NUMBER SECTION X SHEET NUMBER Il ELEVATION RELATIVE XX TO 100'011 DATUM r 1 v r-- p � (j) fi -� L 0 l� 0 T - `�uup p Lo/ 00 0 o Q 0 o z Iu z O Q' W c� 00 I � O P LIL 0 GY Lill- (s) (D I DATE; 07/02/05 DRAWN: D, GONZALES CHECKED; SEE JOB NUMBER: D10168 REVISED: SHEET: ,j LINE METAL 8MM OPAL PCS RE SHEET 5 FO INSTALLATIO 1 LEFT ELEVATION 2" SQ. WIN( (TYP OF 4 PER Gf GABLE END TRUSS W/ WELDED OFFSET GUTTER SYSTEM W/ END CAPS AND DOWN SPOUT FITTINGS 4" SQ. 130A C l00'-0 99'-4"- SCALE: 1/4"=l'-O" 2"SQ. 16GA ROOF PURLINS SWAY RODS DOUBLE RIDGE PURLINS - --LINE TRUSS 2115Q 16GA ROOF PURLINS (TYP OF ALL) 121-0" 12'-0" 12' O" 12' O" 12'-0" 12' O" ill -loll E q 2 RIGHT ELEVATION SCALE: 1/4"=1'-O" 6" dD BRACES I PER GABLE END) GABLE END TRUSS W/ WELDED OFFSET GUTTER SYSTEM W/ END CAPS AND DOWN SPOUT FITTINGS �113'-0" Y 111'-O" 1/2" SWAY ROD 130A COLUMN SWAY ROD BRACKETS---,,, l"x5j" HEX HEAD BOLT 4" SQ, 13GA. STRUT--" 4= 00'-011 99'-4" ~LINE TRUSS -METAL DECK NOTE 1. NEXUS IS RESPONSIBLE FOR DESIGN OF 1 STRUCTURE AND ANCHOR BOLTS, i 2. FOUNDATION, FOOTING AND SLAB ARE DESIGNED AND PROVIDED BY OTHERS, 3. VERIFICATION OF CONCRETE IS THE RESPONSIBILITY OF OWNER. f 4. DESIGN LOADS ROOF LIVE LOAD - 20PSF OR SNOW LOAD SNOW LOAD = OPSF DESIGN WIND SPEED = 100MPH ALL LOADS APPLIED IN ACCORDANCE WITH: 55C 1997. 5. NOTED DIMENSIONS ON THE COLUMN LAYOUT ARE TOTAL COLUMN HEIGHT. SUBTRACT THE 8" BELOW FINISHED FLOOR TO GET HEIGHT ABOVE FLOOR. 6. GENERAL CONTRACTOR TO VERIFY THE LOCATION OF DRAIN STUB -UP THROUGH SLAB, SO AS TO COORDINATE MATING W/ GUTTER DOWN SPOUT WHEN APPLICABLE. l"x5j" HEX HEAD BOLT----- 8"x4"xi/4" PLAT E WELDED TO STRUT 4" SQ. COLUMN--------T 3 SWAY ROD/STRUT TO COLUMN ATTACHMENT SCALE: NTS WAL MART STORE WALL COUNTERFLASHING BUTYL CAULK AT TOP PANEL STITCH FASTENER 6"x2-1/2" GALV. ecnsue�j METAL FLASHING METAL OR RESOLITE 4 ROOF TO MASONRY FLASHING SCALE: NTS AV, 7'-6° A.F.F. Oi Vtl g 4� � (J) Lo o Z o z O cri lu Q 1u co cy o o 0 _ Q o 0 x U U z z 7 lu I QD o x z Q % L— >- lu Co O LL 0 0 0/ n U 0 �� il c) LL] (s) DATE: 07/02/02) DRAWN: D. GONZALES CHECKED: SEE JOBNUMBER: D10168 REVISED; SHEET: �'r c m m co m . �' ? o 00co >.O N U e E C co F Q -s o � O 4„D e e D- D GUTTER SYSTEM W/ DOWN SPOUT FITTINGS AND END CAPS 4� 3 L 1 FRONT ELEVATION SCALE: 1/4"=1'-O" DOUBLE RIDGE NOTE 1. NEXUS IS RESPONSIBLE FOR DESIGN OF STRUCTURE AND ANCHOR BOLTS. 2. FOUNDATION, FOOTING AND SLAB ARE DESIGNED AND PROVIDED BY OTHERS. 3. VERIFICATION OF CONCRETE 15 THE RESPONSIBILITY OF OWNER. 4. DESIGN LOADS ROOF LIVE LOAD = 20PSF OR SNOW LOAD SNOW LOAD = OPSF DESIGN WIND SPEED = 100MPH ALL LOADS APPLIED IN ACCORDANCE WITH: SBC 1997. 5. NOTED DIMENSIONS ON THE COLUMN LAYOUT ARE TOTAL COLUMN HEIGHT. SUBTRACT THE 8" BELOW FINISHED FLOOR TO GET HEIGHT ABOVE FLOOR. 6. GENERAL CONTRACTOR TO VERIFY THE LOCATION OF DRAIN STUB -UP THROUGH SLAB, SO AS TO COORDINATE MATING W/ GUTTER DOWN SPOUT WHEN APPLICABLE. —STORE: WALL BUTYL CAULK j COUNTERFLASHING FLASHING #14x3/4" SELF DRILL WEATHER GUARD SCREW EVERY 12" GUTTER �- 4" SQ, 13GA COLUMN NW r \0 \ ✓ F_O� GUTTER TO MASONRY FLASHING DETAIL 5 SCALE: NTS CARBONATE DEWALL MEMBER i 51) SCREW O.0 ALV. FLASHING Rft 2" SQ. 16GA TOP CHORD 2"SQ. 16GA ROOF PULI -\ 2" SQ, WIND BRACE BOTH SIDES (TYP OF LL)` -_ ��-ITYP OF 4 PER GABLE END) 1 \ 2" SQ. 16GA TOP CHORD BOTH SIDES `\ �. FENCE CLOSURE DETAIL / \ \ GUTTER SYSTEM W/ Zr SCALE: NTS DOWN SPOUT FITTINGS AND END CAPS i 113'-1 3/4" ` ALL WEB MEMBERS 2" SQ. 16GA 1-1/2" SQ. 18GA BOTTOM CHORD Y ,` 1/2"4 X 7" P EXP \� � ANCHOR � —2" SQ. 16GA BOTTOM CHORD ��- ALL WEB MEMBERS W — 1-1/2" SQ. 18GA rr I- I- 100-0" 0) Q i-1/2" 5Q. 18GA BOTTOM CHORD ?_ �PURLIf! (TYP OF 3 PER HOUSE) � 4" SQ. 13GA COLUMN 901-4'I 5/8"o HOLE FOR 1/2110 ,�— EXPANSION ANCHOR BOLT 0 ul — 100'-01, ❑ 38-1 38' 1" II — 99'-4" -avlo THICK PLATE CBASEPLATE DETAILSCALE: 1"=1'-O" REAR ELEVATION SCALE: b� tl_1_I 1 O T 0 / t� Z N O 00 0 o 0 Q aL V 0 O U U z �I CK r_) V _O z �j C) O lu J c� co 0) d O DATE: 07/02/03 DRAWN: D. GONZALES CHECKED: SEE JOB NUMBER: D10168 REVISED: SHEET: t �) m co m qq ?o >'000 rl00 E C W Q O rl o � O ro z � I GUTTER SADDL 1/2" x 5-1/2" LG. HEX HEAD BOLT HEX HEAD BOLT - RE SHEET 4 FOR SIZES 4" COLUMN CAP HEX NUT RE SHEET 4 FOR SIZES CARRIAGE BOL RE SHEET 4 FOR SIZE 4" SQUARE COLU ANGL SWAY ROD BRACKET ATTACHMENT @ COLUMN TOP AND BOTTOM 1 SWAY ROD INSTALLATION SCALE: NTS GUTTER SADD HEX HEAD BOLT\ 1/2" x 3-1/2" LG, HEX HEAD BOLT 4" COLUMN C TF " HEX NUT ANGLED SWAY ROD BRACKET ---RE SHEET 4 FOR SIZES WAY ROD E SHEET 4 FOR SIZES /8" CARRIAGE BOLT EE PARTS LIST FOR LENGTH SQUARE PURLIN TOP CHORD OF TRUSS (NOTE: INSTALL SWAY _-ROD BRACKETS FOR THE ROOF AS THE PURLIN 3/8" BOLTS ARE INSTALLED) ANGLED S STRAIGHT SWAY_/ TRAIGHT SWAY ROD BRACKET ROD BRACKET v AY ROD SHEET 4 FOR SIZES WAY ROD (3/8" ALL THREAD) 3/8" HEX NUT SWAY ROD BRACKET ATTACHMENT @ PURLIN --1/2" HEX NUT "--1/2" HEX NUT COLUMN/COLUMN CAP ATTACHMENT 2 TRUSS TO COLUMN CONNECTION SCALE: NTS HEX HEAL BOTTOM 3 KNEE BRACE DETAIL SCALE; NTS GUTTER 1/2" x 5-1/2" LG. HEX HEAD BOLT 4" COLUMN C 4" SQUARE COLD TRUSS/COLUMN CAP/SADDLE ATTACHMENT UTTER SADDLE x 3-1/2" LG, HEX HEAD BOLT IMN CAP 2" HEX NUT X NUT RE COLUMN IX NUT SWAY ROD BRACKET ATTACHMENT (P RIDGE _ENGTH TRUSS 4Y #14 X 1" SO/WG SCREW THRU H-SPLINE P WALL MEMBERS ALUM, U-CAP (U-8). 6'-3/4" PCS. #14 X 1-1/2" SD/WG SCREW EVERY 12" 4 SIDE VIEW POLYCARB. ATTACHMENT SCALE: NTS THE GUTTER END W/ (2) HOLES IS PLACED ON TOP OF THE END W/(4IHOLE5, THE UPPER GUTTER HOLES SHOULD LINE UP WITH THE HOLES CLOSEST TO END OF THE LOWER GUTTER. WHEN THIS IS DONE THE UPPER GUTTER SHOULD SIT APROX. MID -WAY ON SADDLE. 10 \ GOTT FR _ SCALE; NTS (4) 3/8" NEOPRENE WASHERS (RUBBER FACE DOWN) OVERLAPPING GUTTER UM. H-SPLINE (H-8), 12'-0" PCS, �BMM POLYCARB. COVERING " SQ. WALL MEMBER 00 'DRILL 3/16" WEEP HOLES (161'OC) UTT SPLICE U-CAPS (4) 3/8" x 1" HEX BOLTS 2) HOLE END THRU H-SPLINE @ WALL MEMBERS - --- - - W/ 1" BONDED WASHER % TOP VIEW POLYCARB. ATTACHMENT SCALE: NTS BUTYL CAULKING GUTTER LIP TO GUTTER LIP APPLY CAULKING BEFORE NESTING GUTTER. (4) HOLE END GUTTER SADDLE 3/8" FLAT WASHER (STEEL) (4) 3/8" HEX NUT TTER EXTENSION SQ. ROOF PURLIN TRUSS TOP CHOR GABLE POST- 3/8" X 5" CARR. BOL TRUSS BOTTOM CHOR L-1 LUG- #14x1" SO SCREW- L-1 LUG - GABLE POLYCAR50NATE SKIRT DETAIL 5 5CALE: NTS 1/4" X 3/4" HEX.HD, BOLT WITH 1/4" NUT AND NEOPREI BACKED WASHER EVERY 16" 0 ALUM. GUTTER RAIL FOIL TAPE @ TOP OF PANEL 5/8" X 1" RUBBER CL( 014 X 1-1/2" S,D./W,G. SCI EVERY 12" 8MM POLYCAR30NATE COVEF ALUM. 'U' CAP, 6' #14 X 1-1/2" W SCREW (12 DRILL 3/16" WEEP AT BOTTOM OF CAP 6 SIDEWALL POLYCARBONATE SKIRT DETAIL SCALE: NTS 014 X 1" SELF DRILL SCREW •2 PER PURLIN, 1/4" X 3/4" BOLT (2 EA) AT RIDGE AND GUTTER ATT'MT ALUMINUM GABLE ,--EXTRUSION ----POIL TAPE @ TOP OF PANELS ­-5/8" X 1" RUBBER CLOSURE #14 X 1" SELF DRILL SCREW W/ 1" BONDED V`/ASHER EVERY 12" @ TOP CHORD #14 X 1" SELF DRILL SCREW --W/ 1" BONDED WASHERS EVERY 12" (; WEBS #14 X V SELF DRILL SCREW -W/ 1" BONDED WASHER EVERY 12" @ BOTTOM CHORD 3MM POLYCARB. GABLE COVERING !'I SQ WALL MEMBER #14 X 1-1/2" SD./WG SCREW EVERT 12" O.C. -ALUM. 'U' CAP, 6' PCS. R IM POLYCAR5. 15L2 COVERING 5/8" X V RUBBER :LOSURE ALUM. FRAMING CORNER CHANNEL X 3/4" HEX BOLT NNEL TO CHANNEL) FRAMING CORNER NFL .ILL SCREW USHER NOTE: EXTRA SCREWS AT CORNER ONLY 60 0) dr d I o Z O O z CO (y 0 0 o Q SL 0-/ U U lu z z z [Ij —1 (� QD � 0 I- o z 11I II � O Lu J \�00 00 1 m O DATE: 11/13/01 DRAWN: SEE CHECKED; SEE JOB NUMBER: REVISED: 10/14/02 SHEET: 4 ROOF RAIL DETAIL SCALE: NTS FRAME f SCALE: I FRAMIN SCALE! ROOF PANEL GUTTER DETAIL SCALE: NTS ROOF PANEL TO INTERMEDIATE PURLIN SCALE: NTS ROOF PANEL RIDGE DETAIL SCALE: NTS OVERLAP A' LEAST E 1" TAP SEALAN ROOF PANEL LAP DETAIL SCALE: NTS CUT RIB OFF OF METAL DECK TO FIT UNDER GABLE CAP EXTRUSION E-35 GABLE EXTRUSION U55ER CLOSURE IRLIN E TRUSS co O C-) S_ .� E or - ; 00 �0 �z v 'ROFESS1377� ENGINEER SEAL o Z O 0 v N O P,- co 0 O Q (y 1Y 0 1 U O x �1� z z z Lu C� I� O ®x z C) Z > O z lu n co O DATE: 11/15/01 DRAWN: SCE CHECKED: SEE JOB NUMBER; REVISED: SHEET. 5 411 SQ COLUMN W/ V 8" SQ X 1/2" BASEPLATE (TYP OF ALL) \ 121-01' 1.3 8" (A-1j I O Ca _ (B-1j O 83'-101, 121-01' 121-0" 13'-8 11411 13'-8 1/21, 131-8 3/411 � I I I: (A-4) I I I I I I 1.Y �131_8 1/41, 131-8 1/211 3' 8 3/4" 1 (13-2) 1 (8-31 1 IB 4) 121-0" (A-5) 0 08 0 611 I. 121-0" I. 111-1011 1.1 r11TT^.0 CYCTCAA �A// DO GABLE TRUSS WELDED OFFS DOUBL GABLE FAN 1 PER HOUSE ,I \ " L'-3 1/211 7'8 3/41, 13'-911 13'�-9 1/41' 13'-9 1/211-3j (C-7j EXISTING STRUCTURE ROOF PLAN 1 COLUMN LAYOUT ��-- SCALE: 1 SCALE: 1/811=1'-0" 2 2 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 3 4 5 ROOF COVERING SCALE: 1/1611=11-011 METAL DECK ROOF PANELS RESOLITE ROOF PANELS NOTE 1. NEXUS IS RESPONSIBLE FOR DESIGN OF STRUCTURE AND ANCHOR BOLTS. 2. FOUNDATION, FOOTING AND SLAB ARE DESIGNED AND PROVIDED BY OTHERS, 3. VERIFICATION OF CONCRETE IS THE RESPONSIBILITY OF OWNER. 4. DESIGN LOADS ROOF LIVE LOAD = 2OPSF OR SNOW LOAD SNOW LOAD = OPSF DESIGN WIND SPEED - t00MPH ALL LOADS APPLIED IN ACCORDANCE WITH: SBC 1997. 5. NOTED DIMENSIONS ON THE COLUMN LAYOUT ARE TOTAL COLUMN HEIGHT. SUBTRACT THE 8" BELOW FINISHED FLOOR TO GET HEIGHT ABOVE FLOOR. 6. GENERAL CONTRACTOR TO VERIFY THE LOCATION OF DRAIN STUB -UP THROUGH SLAB, SO AS TO COORDINATE MATING W/ GUTTER DOWN SPOUT WHEN APPLICABLE. MATERIAL SPECIFICATIONS STEEL: SQUARE GALVANIZED TUBING- 411SQ 130A Fy-55K8I 211SQ 2 j"SQ 2 j"SQ Fy=5OKS1 1211SQ 18GA Fy=45KSI BASE PLATES- 811 X 8" X 2u A36 GUTTERS - ROLL FORMED STEEL A36 SWAY RODS - ALL THREAD A36 ALUMINUM ALLOY = 6063-T6 COLUMN CAP / SADDLE- TENZALOY CASTING FASTENERS: ALL BOLTS- A307 SELF DRILL SCREWS- AISI C 1022 BAR CAP SCREWS- AISI C 1018 SS ANCHOR BOLTS- 1/211x7" EXPANSION BOLTS COVERING: POLYCARBONATE- 8MM TWINWALL STRUCTURAL SHEET RESOLITE CORRUGATED FIBERGLASS ROOF PANELS MEGARI5 CORRUGATED METAL ROOF PANELS SYMBOLS LEGEND SYMBOL DESRIPTION ZlQ-TAIL �X SHEET NUMBER ELEVATION 727 SHEET NUMBER SECTION X SHEET NUMBER ELEVATION RELATIVE xlxu TO 100'0" DATUM 6) 6) Lu ��6> r� O z �— Lu cV O ILI (' (10 ('/" 0 o Q 0 ° x i_j U 19 p J Lu S o X", Z } O W \\ I c0 00 0) 1 O DATE: 07/02/05 DRAWN: D. G0NZALES CHECKED: SEE JOB NUMBER: D10168 REVISED: 3HCC T: ,1 r- 0o `* > o > CO Ll 2 E J c T CO00 —v P � � O •� 7 4 �y 0 N t 2"SQ. 16GA ROOF PURLIN5 LINT META 8MM OPAL P RE SHEET 5 INSTALLAT C 1 LEFT ELEVATION _= SCALE: 1/4"4-011 2" SQ. WINI (TYP OF 4 PER G/ GABLE END TRUSS W/ WELDED OFFSET I GUTTER SYSTEM W/ END CAPS AND DOWN SPOUT FITTINGS 411 SQ. 19GA C 1001-0 99'-4" DOUBLE RIDGE ­­­ 12'-011 121-011� I 121-011 121-011 121-011 121-011 111-1011 6111 0 1 C 831-1011 Y C Y RIGHT ELEVATION �������, SCALE: 1/411_11_0II ,ID BRACES PER GABLE END) GABLE END TRUSS W/ WELDED OFFSET GUTTER SYSTEM W/ END CAPS AND DOWN SPOUT FITTINGS 1131-011 1/2" SWAY ROD- \ 130A COLUMN SWAY ROD 6RACKETS"\ 111x5 j" HEX HEAD BOLT 411 SQ, 13GA. STRUT--- \� LINE TRUSS AETAL DECK NOTE 1. NEXU5 IS RESPONSIBLE FOR DESIGN OF STRUCTURE AND ANCHOR BOLTS. 2. FOUNDATION, FOOTING AND SLAB ARE DESIGNED AND PROVIDED BY OTHERS, 3. VERIFICATION OF CONCRETE I5 THE RESPONSIBILITY OF OWNER. 4. DESIGN LOADS ROOF LIVE LOAD = 2OPSF OR SNOW LOAD SNOW LOAD = OPSF DESIGN WIND SPEED = 100MPH ALL LOADS APPLIED IN ACCORDANCE WITH: 55C 1997. 5. NOTED DIMENSIONS ON THE COLUMN LAYOUT ARE TOTAL COLUMN HEIGHT. SUBTRACT THE 811 BELOW FINISHED FLOOR TO GET HEIGHT A50VE FLOOR. 6. GENERAL CONTRACTOR TO VERIFY THE LOCATION OF DRAIN STUB -UP THROUGH SLAB, SO AS TO COORDINATE MATING W/ GUTTER DOWN SPOUT WHEN APPLICABLE. A"x5 j" HEX HEAD BOLT 8'lx4"x1/4'1 PLATE WELDED TO STRUT 4" SQ. GOLUMN 3 SWAY ROD/STRUT TO COLUMN ATTACHMENT SCALE: NTS WAL MART STORE WALL COUNTERFLASHING BUTYL CAULK AT TOP ,-PANEL STITCH FASTENER 6'1x2-1/2" GALV. METAL FLASHING METAL OR RESOLITE ROOF TO MASONRY FLASHING _T SCALE: NTS -'gT\ 71-611 A.F.F. I b� 4� o Z 0 0 Z 0 fy 0 0 0 w o o lu 0 II ly- fl C) Z }- 0 lu \ 00 1 � 0 110 0 z LLJ DATE: 07/02/03 DRAWN: D, GONZALES CHECKED: SEE JOB NUMBER: D10168 REVISED. SHEET: r m >C\j . o co 0 0 ui \ r, o i .o W (� 07 O C v Z 9�1 o (Y W 0 O CL Q (y � 0 O O z III z z lu J O z O O W J c� O DATE: 07/02/03 DRAWN: D. GONZALES CHECKED: SEE JOB NUMBER: D10168 RFVIScD: SHEET: GUTTER SADDL 1/2" x 5-1/2" LG. HEX HEAD BOLT tJ17 HEX HEAD BOLT/ RE SHEET 4 FOR SIZES 4" COLUMN CAP HEX NUT RE SHEET 4 FOR SIZES CARRIAGE BOLT RE SHEET 4 FOR SIZES 4" SQUARE COLU< ANGLE RE SHEET 4 FOR SIZES SWAY ROD BRACKET ATTACHMENT @ COLUMN TOP AND BOTTOM SWAY ROD INSTALLATION SCALE; NTS GUTTER SADDL 1/2" x 3-1/2" _G. HEX HEAD BOLT 1/2" x 3-1/2" LG.J HEX HEAD BOLT 4" COLUMN C TF 2" HEX NUT ANGLED SWAY ROD BRACKET ,,---RE SHEET 4 FOR SIZES /8" CARRIAGE BOLT EE PARTS LIST FOR LENGTH _-- QUARE PURLIN SWAY ROD ARE SHEET 4 FOR SIZES \\ TOP CHORD OF TRUSS (NOTE: INSTALL SWAY OD BRACKETS FOR THE ROOF AS THE PURLIN 3/8" BOLTS ARE INSTALLED) ANGLED S TRAIGHT SWAY ROD BRACKET STRAIGHT SWAY, ROD BRACKET WAY ROD E SHEET 4 FOR SIZES WAY ROD (3/8" ALL THREAD) 3/8" HEX NUT SWAY ROD BRACKET ATTACHMENT @ PURLIN --1/2" HEX NUT _�1/2" HEX NUT COLUMN/COLUMN CAP ATTACHMENT 2 TRUSS TO COLUMN CONNECTION SCALE: NTS 3/8" x 2-3 HEX HEA( BOTTOM KNEE BRACE DETAIL 3 SCALE: NTS GUTTER HEX HEAD BOLT 4" COLUMN C 4" SQUARE COLU TRUSS/COLUMN CAP/SADDLE ATTACHMENT ER SADDLE 5-1/2" LG. HEX HEAD BOLT CAP iEX NUT UT COLUMN 4UT 'NGTH RUSS Y #14 X 1" SD/WG SCREW THRU H-SPLINE (sue WALL MEMBERS ALUM. U-CAP (U-8) 6'-3/4" PCS. #14 X 1-1/2" SD/WG SCREV EVERY 12 SIDE VIEW POLYCARB. ATTACHMENT rcrni F. IITC (4) 3/8" NEOPRENE WASHERS (RUBBER FACE DOWN) SWAY ROD BRACKET ATTACHMENT THE GUTTER END W/ (2) HOLES IS PLACED @ RIDGE ON TOP OF THE END W/(4)HOLE5, THE UPPER GUTTER HOLES SHOULD LINE UP WITH THE HOLES CLOSEST TO END OF THE LOWER GUTTER, WHEN TNIS IS DONE THE UPPER GUTTER SHOULD SIT APROX. MIDWAY ON SADDLE. /O\OVERLAPPING GUTTER G SCALE: NTS LUM. H-SPLINE (H-8), 12'-0" PCS. �-8MM POLYCARB. COVERING " SQ. WALL MEMBER ® O DRILL 3/16" WEEP HOLES (16110C) UTT SPLICE U-CAPS (4) 3/8" x V HEX BOLTS 2) HOLE END THRU H-SPLINE @ WALL MEMBERS wi r nvNVCL) wAshCK 7 TOP VIEW POLYCARB. ATTACHMENT SCALE: NTS BUTYL CAULKING GUTTER LIP TO GUTTER LIP APPLY CAULKING BEFORE NESTING GUTTER. (4) HOL2--GUTTER END -- SADDLE 3/8" FLAT WASHER (STEEL) (4) 3/8" HEX NUT TTER EXTENSION SQ. ROOF PURLIN— TRUSS TOP CHORD GABLE POST 3/6" X 5" CARR. BOLT TRUSS BOTTOM CHO L-1 LU( #14x1" SO SCREV L-1 LU( 5 GABLE POLYCAR50NATE SKIRT DETAIL SCALE, NTS 1/4" X 3/4" HEX.HD. BOLT WITH 1/4" NUT AND NEOPRE BACKED WASHER EVERY 16" C ALUM. GUTTER RAIL FOIL TAPE @ TOP OF PANE 5/8" X I" RUBBER CL #14 X 1-1/2" S.D,/W.G. SC EVERY 12" 8MM POLYCARBONATE COVE ALUM. 'U' CAP, 6' #14 X 1-1/2" `A SCREW (11 DRILL 3/16" WEEF AT BOTTOM OF CAP SIDEWALL POLYCARBONATE SKIRT DETAIL v SCALE: NTS #14 X 1" SELF DRILL SCREW 2 PER PURLIN, 1/4" X 3/4" BOLT (2 EA) AT RIDGE AND GUTTER ATT'MT ALUMINUM GABLE EXTRUSION -----FOIL TAPE @ TOP OF PANELS —5/8" X 1" RUBBER CLOSURE #14 X P' SELF DRILL SCREW W/ V BONDED WASHER EVERY 12" 4 TOP CHORD #14 X V SELF DRILL SCREW _--W/ V BONDED WASHERS EVERY 12" @ WEBS #14 X 1" SELF DRILL SCREW •W/ V BONDED WASHER EVERY 12" 4 BOTTOM CHORD 3MM POLYCARB, GABLE COVERING " SQ. WALL MEMBER #14 X 1-1/2" SD./WG SCREW EVERY 12" O.C. —ALUM. 'U' CAP, 6' PCS. R IM POLYCARB. ABLE COVERING 5/8" X V RUBBER :LOSURE ALUM. FRAMING CORNER CHANNEL X 3/4" HEX BOLT NNEL TO CHANNEL) FRAMING CORNER NEL ;ILL SCREW USHER NOTE: EXTRA SCREWS AT CORNER ONLY Vp dN � � 1 � o Z O O L N O 00 (�� `✓ (0� 0 Q �) (y C) ot� u O U x � z z z Lu I Z O x z Z >-- O l� W cri CO m O DATE: 11/13/01 DRAWN: SEC CHECKED: SCE JOB NUMBER: REVISED: 10/14/02 SHEET: I ROOF RAIL DETAIL SCALE: NTS FRAME f SCALE: f FRAMIN SCALE: PURL IN METAL ROOF PANEL FRAMING FASTENER EVERY CORRUGATION 111 TAPE SEALANT INSIDE CLOSURE ROOF PANEL GUTTER DETAIL SCALE: NTS MET/ ROOF PANEL TO INTERMEDIATE PURLIN SCALE: NT5 FRAMING FASTENER EVERY OTHER CORRUGATIOi`! ROOF PANEL RIDGE DETAIL SCALE: NTS OVERLAP LEAST 1" TA SEALA ROOF PANEL LAP DETAIL SCALE: NTS TRUSION 6� 6) 0 O N 0 O (DO 0 O n Q O 0 � U O z LL1 J O z Ilp p C) O W C� co m O DATE: 11/13/01 DRAWN: Scff CHECKED: SCE J05 NUMBER; REVISED; 4 . SANFORD FIRE DEPARTMENT FIRE PREVENTION DI VISION 300 N. Park Ave., Sanford, Ft. 32771 / P. O. Box 1783, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Plans Review Sheet Date: September 15, 2003 Business Address: 1601 Rinehart Road Oce. Ch. #36 Mercantile Business Name: Leal -Hart store 93207 Ph. (479 ) 273-4000 Contractor: T.I3.0.. Ph. ( FAX Reviewed 6w,ed ith comment` � X �' Dejected [ 1 Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examinerr� I • 'Comment: Interior build — out 979 sq. ft. New nail salon. • Additional fire sprinkler heads required to covey 979 sq. ft. • Provide (1) one 3A10W fire extinguisher QR) DOOR SCHEDULE __00_0R NO. SIZE 7YPE __MATERIAL, FWE —MATERIAL DOOR FINISH, FRAME FINISH IHDWRff,__ §LT NOTES __�_C4E �,—VX4-10,., EA Him. 1. EXISTING DOOR TO REMAIN go—O)k . OPENING 2. 1—HOUR RATED. DOOR HARDWARE: N/A CD 1 3/4" HOLLOW METAL SECURITY GRILLE DOOR AND FRAME EXISTING EXISTING ' " '.XISTNG CEILING TO 7-XISTINC TENANT MALL TO REMAIN VINYL WALL COVERING RE: ROOM RN|SH[3, Al 1"X3"CHAIR RAIL MOLDING PAINT SW-1085 "OFF YYH|TE" � . ` COORDINATE INSTALLATION AND REMOVAL ` OF WALL WITH THE STOREMANAGER � THREE PRIOR TO CONSTRUCTIONOR DEMOLITION. ` ` � 2x WOOD PLAT[ ' ' 1/2" CD EXT. PLYWD. SCREW ` TO STUDS OVER 6 MIL. CLEAR POLY SHEETS � EXISTING CHAIN GRILLE ' NEW 1"xY CHAIR RAIL MOLDING (� 3'-0" A.F.F.- EXISTING TENANT SEPARATION WALL----- ~''^'" M^" RM ROOM FINISHES ------ ALL FINISHES BY CO-NTRACTOR WALL PAPER- TYPE WALL I PAPER PATTERN TO BE MATCHED AND APPLIED AS TO APPEAR TEXTURAL SIMPLICITY SEAMLESS. WALLPAPER TO EXTENO FROM 3'-0" A.F.F. TO PATTERN #TS21 305 CEILING ON FRONT ENTRANCE WALL. TO INCLUDE SOFFIT ABOVE CD . ENTRY WA ON LEFT WALL FROM ENTRANCE WALL TO REAR WALL AND ON RIGHT WALL FROM ENTRANCE WALL TO NEW PARTITION BORDER- TYPE WALLPAPER BORDER PATTERN TO BE MATCHED AND APPLIED AS TEXTURAL SIMPLICITY TO APPEAR SEAMLESS. TOP OF BORDER TO BE FLUSH WITH 8 PATTERN #TS214558 CEILING ON ALL WALLS TO INCLUDE REAR WALL AND ALL SIDES OF NEW PARTITION WALL. AND SOFFIT ABOVE ENTRY WAY. FOR ALL WALL COVERING CONTACT JEANETTE BALLARD =CHAIR C RAIL- TYPE STANDARD 3" MOLDING IS TO BE PAINTED "OFF WHITE" (SW-1095) SEMI -GLOSS PRIOR TO INSTALLATION. FILL AND PAINT ALL HOLES AND CHAIR RAIL MOLDING SCRATCHES AFTER INSTALLATION. BASEBOARD- NEW WALL BASE TO BE REPLACED ON ALL INTERIOR WALLS. aD TYPE DOMCO VINYL (FOR ORDERING INFORMATION CONTACT LINDA KRIENKE AT LINRON CDREAR WALL WALL SHALL BE PAINTED VALSPAR #284-C "BILLIARD GREEN" OR SW-0015 "GALLERY GREEN" m 31^-6" EXISTING (VERIFY) 2'-O" � ��� ___...... ____ `���~ � —7IB�.D A B,C'C Ix 2-Al 5'-O" NAIL STATION PROVIDED AND INSTALLED BY REGAL NAIL CARE /TYP}CAL\'-------| Lik 2-A1 NEW NAIL CARE TENANTI 1008 SQ. FT. . ' » _ OF EXISTING CONSTRUCTION EXISTING TENENT SEPERATION WALL GENERAL NOTES ^ 1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH ALL ` STATE AND LOCAL BUILDING CODES. NATIONAL ELECTRIC CODE AND ANY APPLICABLE REGULATIONS AND ORDINANCES HAVING JURISDICTION., GREGORY '-�.'- 2. THE EXISTING BUILDING SHALL B[PR0TEOTED FROM MOISTURE, ` DUST, AND DEBRIS. INSTALL TEMPORARY DUST PARTITIONS AS REQUIRED TO PROTECT DUST FROM ENTERING THE SALES « v / / E AREA DURING DEMOLITION OR CONSTRUCTION. '~~' ~~ ^"�^ ^ /1 ( ) FAX `'_'-. _- '~ . 3. ANY DAMAGE TO YVAL*WART PROPERTY DURING THE CONSTRUCTION PROCESS SHALL BE REPAIRED/REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO VA -*WART, THIS INCLUDES ALL MERCHANDISE. THE CONTRACTOR SHALL PAY VYAL*MART THE RETAIL COST OF ANY DAMAGED MERCHANDISE. U4. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA CLEAN AND SHALL REMOVE TRASH AND DEBRIS FROM THE CONSTRUCTION SITE DAILY. AREA TO BE CLEANED AND VCT STRIPPED AND WAXED UPON COMPLETION OF CONSTRUCTION C61, TO MAKE AREA LOOK LIKE NEW. 5. NO FLAMABLE LIQUIDS OR MATERIALS SHALL BE STORED IN THE EXISTING BUILDING. DURING CONSTRUCTION TWO' UL LISTED 2A-208C DRY CHEMICAL FIRE EXTINGUISHERS SHALL BE ACCESSIBLE AT ALL TIMES WITHIN THE CONSTRUCTION ARCHITECT QF'RECORD 6. REMOVE ANY EXISTING ITEMS, SERVICES, FINISHES/OR STIPULATION FOR -REUSE THIS DRAWNG WAS PREPARED FOR USE ON'kSPECIFIC SURFACES AS REQUIRED FOR THE INSTALLATION OF NEW SI FE AT SMFORD, FL CON rEMPORANECUSLY., VA IH 115' CONSTRUCTION. PROVIDE FURRING AROUND CONDUITS AND ISSUE DATE ON 08/08/03 AND IT 1-3 NOT SUITADLE FOR USE ON A DIFFCRENr PROJECT SIfE Of? AT A PIPING SHOWN OR NOT SHOWN AND FINISH OUT FURRING To LATER TIME. USE OF THIS DRA6ING FOR R&ERENCE OR MATCH EXISTING ADJACENT SURFACES. EXAMPLE ON ANOTHER PR0,IECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHI rv_'C fSAND ENGINEERS, REPRODUCTION OF -THIS DRAww, FOR 7. REPAIR, REROUTE AND EXTEND ALL SERVICES. PIPING CONDUITS REUSE ON ANOFHER PROJECr IS.NOT AU410RIZED AND MAY BE CONTRARY TO THE'�AW. OF EXISTING ITEMS AND EQUIPMENT AS REQUIRED DURING T H rE CONSTRUCTION PROCESS FOR THE COMPLETE INSTALLATION AND OPERATION OF NEW EQUIPMENT. THIS INCLUDES ALL ITEMS SHOWN OR NOT SHOWN ON THE DRAWINGS. RESET EXISTING EQUIPMENT OR RELATED ITEMS AS REQUIRED FOR u PROPER OPERATION. FM 8. WHERE EXISTING SURFACES ARE TO REMAIN, REPAIR AND PATCH AS NECESSARY TO MATCH EXISTING. 9. FURNISH AND INSTALL ALL MATERIALS FOR A COMPLETE INSTALLATION READY FOR INTENDED USE. ALL INSTALLATIONS SHALL BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS, NAIL WE TENANT SPAQC.,:, 10. SCHEDULE ALL WORK TO KEEP DISRUPTIONS TO THE STORE OPERATIONS AT A MINIMUM. COORDINATE UTILITY DISRUPTIONS "z, WITH THE WAL*MART STORE MANAGER. G.C. TO 'CONTACT THE STORE MANAGER TWO DAYS PRIOR TO STARTING PROJECT. 320T' 11. ALL INTERIOR PLAN DIMENSIONS AT NEW CONSTRUCTION ARE TO FACE OF STUD/CMU UNLESS NOTED OTHERWISE. 12. ALL INTERIOR PLAN DIMENSIONS AT EXISTING CONSTRUCTION ARE TO FACE OF GYPSUM BOARD OR CMU. SA,NFORD 13. CLEAN OR REPLACE ANY/ALL DAMAGED, DIRTY, OR BROKEN VCT FLO R1 DA FLOORING OR VINYL BASE (MATCH EXISTING) AS REQUIRED FOR LIKE NEW APPEARANCE. 14. FIRE SPRINKLER SYSTEM SHALL BE VERIFIED PRIOR TO ANY REQUIRED MODIFICATIONS. ALL MODIFICATIONS MUST BE DONE BY A LICENSED FIRE SPRINKLER CONTRACTOR WITH APPROVAL FROM LOCAL OR STATE FIRE MARSHALL OR THE AUTHORITY HAVING JURISDICTION. IF REQUIRED, ALL CALCULATIONS MUST BE PREPARED, SIGNED AND SEALED BY A STATE LICENSED FIRE WAL*MART 'REALTY COMPANY PROTECTION ENGINEER AND SUBMrFrED FOR APPROVAL TO THE 2001 SE 10TH'STREU, DEPT.'9563.!"_ AUTHORITY HAVING JURISDICTION. BENTONVILLE, AR 72716-0550 SHEET CONTENTS: j ARCHITECTURAL FLOOR PLAN AND DETAILS, uj " , ^ ' , ^ , , ^ ' DRAWN | - CHECKED BY: ipc RAC QRS. THE WORK INVOLNIED - SHALL, BE!: DIRECTED TO WAL,,'MART REALTY INC. 2001 SE 10TH STREET DEPT. 9563 ^ ^ ^ ' ` J7271�--�-0550 .^ PROJECT NUMBER: I Rk E V -1 E W E ^� � � � ��_�: ^ ' ' ^ `= .. ��n� =���="�= ~ Date:` ' ' 10 A.F.F EXISTING CEILING 'TO REMAIN 8'-0" 06 A.F.F 3" CORNICE MOLDING BOTH SIDES OF -WALL. PAINT TO MATCH WALL PAINT SW-1095 "OFF WHITE". WRAP AROUND ENTIRE WALL VINYL WALL COVERING RE: ROOM FINISHES, Al I NY CHAIR RAIL viOLDING PAINT 3W-1095 "OFF WHITE". TERMINATE AT BACK -_DGE OF 'NALL A.F.F A EXISTING CEILING TO REMAIN 2X BLOCKING 3� A.F.F 6" X 18GA, TRACK 1/2" GYP. BD. 6" X 18GA. METAL STUDS ® 16" O.C. 3" CORNICE MOLDING BOTH SIDES OF WALL. PAINT TO MATCH WALL PAINT SW-1095 "OFF WHITE" VINYL WALL COVERING RE: ROOM FINISHES, Al 1 "x3" CHAIR RAIL MOLDING PAINT SW-1095 "OFF WHITE" 3'-0" A.F.F�_ 1/2" GYPSUM BOARD PAINT TO MATCH VALSPAR #284-- G -- --- 1/2" GYPSUM BOARD PAINT TO MATCH 1/2" GYPSUM BOARD PAINT TO MATCH -• 1/2" GYPSUM BOARD "BILLARD GREEN OR VALSPAR #284-G VALSPAR #284-G ''BILLARD PAINT TO MATCH SW-0015 "GALLERY BILLARD GREEN OR GREEN OR VALSPAR #284-G GREEN" . SW-�0015.."GALLERY - SW-0015 "GALLERY "81LLARD GREEN OR GREEN GREEN" -- --- -- SW-0015 "GALLERY. F GREEN" VINYL BASE DOMCO 6„ X . 18GA. METAL TRACK -- #C873 SECURELY FASTENED TO VINYL BASE DOMCO - CONCRETE FLOOR #C873 ----------------- - REENWAIL, ELEVATION A , SCREEN .WA L DE AIL �T - t-,1 z " . 1 ,. 1 2 -0" 1 , . e r, h 4 : — a i N 0 NOT USED L. X"-1'-0" NAIL CARE CENTER CABINET ROUGH IN 1 =1 - 0 CABINET WITH SINK COVE BASE BEYOND GRILLE AND DIFFUSER SCHEDULE (THE - FOLLOWING APPLY ONLY WHEN USED ON THE- DRAWINGS), MARK SERVICE MANUFACTURER STY I E FRAME TYPE NOTES MODEL. . SUPPLY AIR TITUS ROUND NECK LAY --IN - CD TMS 24" x 24" ICEILING DIFFUSER A,B,D,E ALTERNATE CARNES SFT E.H." PRICE SCD SUPPLY AIR TITUS DUCT MOUNTED SUREFACE MOUNT SAW 30ORS WALL REGISTER B,E,F,G ALTERNATE CARNES RTDAY E.H. PRICE 52QS , TRANSFER AIR TITUS 1/2" EGGCRAfE LAY -IN TG 1.50F "24" x 24" CEILING GRILLE C,E,F ALTERNATE CARNES RAPAH E.H. PRICE 8OTB RETURN AIR TITUS 1 /2 EGGCRATE LAY --IN RAG 50F 24" x 24" CEILING GRILLE C,E,F ALTERNATE CARNES RAPAH E.H: PRICE 8OTB EXHAUST AIR TITUS 1 /2" EGGCRATE LAY -IN EAG 50F 24" x 24" CEILING GRILLE C;E,F ALTERNATE CARNES RAPAH E.H. PRICE 8OTB . GENERAL INFORMATION (ALL DEVICES) 1, THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS. NOTES: A. BUTTERFLY DAMPER ACCESSIBLE THROUGH FACE. B. ALL STEEL CONSTRUCTION. C. ALL ALUMINUM CONSTRUCTION. D. BRANCH DUCT SIZE SHALL BE SAME AS NOTED DIFFUSER NECK SIZE UNLESS NOTED OTHERWISE. E. STANDARD WHITE -BAKED ENAMEL FINISH. F. OPPOSED BLADE DAMPER IN NECK. ACCESSIBLE THROUGH FACE. (EXCEPT TRANSFER AIR GRILLES). G. PROVIDE NECK FOR DUCT CONNECTION. H. DROP BOX DIFFUSERS FURNISHED BY GENERAL CONTRACTOR. INSTALLED BY MECHANICAL CONTRACTOR. I. PROVIDE INTEGRAL OPPOSED BLADE DAMPERS ON ALL DRUM LOUVERS ON DROP BOXES WITH BRANCH DUCTWORK ATTACHED TO THE SUPPLY PLENUM. J. POVIDE R/A GRILLE USING HARDWARE CLOTH (1" x 1" GRID). SECURE WITH CONTINOUS 1 " GALVANIZED STRAPS AND SCREWS 8" O.C. FAN SCHEDULE MARK MANUFACTURER CFM V/PH/HZ ACCESSORIES MODEL/TYPE ESP HP OR W MOUNTING BLADE TYPE RPM/DRIVE EF1 CAPTIVEAIRE 300-500 120/1/60 BD,BS,DS DD07FA 0.125" 1/4 HP ROOF CENTRIFUGAL 995/BELT PROVIDED BY WAL*MART ACCESSORIES: BD-BACKDRAFT DAMPER BS-BIRDSCREEN DS-DISCONNECT DEVICE 'PLUMBING FIXTURE SCHEDULE MARK FIXTURE MANUFACTURER CATALOG TRIM RUNOUT SIZES MINIMUM NOTES CW HW WASTE VENT NUMBER SI SINK AMERICAN SINGLE BOWL 6275.172H FAUCET W/ HANDLES 1 /2" 1 /2" 1-1 /2" 1-1 /2" A. B, C STANDARD CHINA PRICE PFISTER 8H3-80PC 3003, 605 NOTES: .A. CHROME PLATED ANGLE SUPPLY, 3/8%12" FLEXIBLE RISER, WHEEL HANDLE ESCUTCHEON. B. 1-1/4" TUBULAR P-TRAP W/ CLEANOUT PLUG AND ESCUTCHEON. C. ALL SINK ACCESSORIES, i.e. ADA HOT WATER AND DRAIN PROTECTION. *BELOW SLAB WASTE PIPE TO BE 2" (MIN.) WATER HEATER SCHEDULE MARK AREA MANUFACTURER / MODEL TANK V/PH/HZ NOTES SERVED SIZE KW WH-1 NAIL CARE --- i- A.O. SMITH / ' ELJF-20 STATE / S86-20-3-SFE RHEEM 81VP20S 20 GALLON 120/1 /6U 2.5 __A, E- T— - — -- - GENERAL INFORMATION (ALL UNITS): 1. PROVIDE HEAVY DUTY HEATING ELEMENTS: A.O. SMITH: PHOENIX, STATE: SANDHOG, RHEEM: STAINLESS STEEL NOTES: A. 105 'F OUTLET TEMPERATURE. B. 140 "F OUTLET TEMPERATURE, PROVIDE THERMOSTATIC MIXING VALVES AT HAND SINKS, C. MOUNT WATER HEATER ON MANUFACTURER'S SUPPORT PLATFORM. D. PROVIDE 4" THICK CONCRETE HOUSEKEEPING PAD. E. PROVIDE EXPANSION TANK ETA. REFERENCE SPECIALTY PLUMBING FIXTURE SCHEDULE. MARK ROOFTOP UNIT SCHEDULE -- AAON RK SERIES AREA NOMINAL BLOWER GAS HEAT ECONOMIZER/OS SERVED. CAPACITY CFM OUTSIDE INPUT DAMPER TONS AIR CFM KW TYPE TENANT•' ,` .' ' 5. ,' '1750' '`300' 20;' . ` FME' GENERAL INFORMATION (ALL UNITS): A. UNITS FURNISHED BY OWNER. INSTALLATION AND STARTUP BY CONTRACTOR. B. REFER TO SPECIFICATIONS FOR ROOF CURB INFORMATION. C. ALL UNITS ARE 480 VOLT, 3 PHASE,, 60 HERTZ UNLESS OTHERWISE NOTED. D. LENNOX ENERGY EFFICIENTLY RATINGS (EER) ARE AS FOLLOWS: 20-TON: 10.0 10-TON: 10.0 5-TON: 12:0 3-TON: 11.3 * ESP = EXTERNAL STATIC PRESSURE DOWNSTREAM OF PLENUM, 0.5" UNLESS OTHERWISE NOTED. ACCESSORIES: HA- HIGH ALTITUDE REQUIREMENTS TPE- 3 POSITION ECONOMIZER FME-FULLY MODULATING ECONIMIZER SD -SUPPLY AIR SMOKE DETECTOR, FACTORY INSTALLED BY RTU MANUFACTURER F CO2 CONTROL FOR BUILDING PURGE FROM 700-7000 CFM CD2- UNIT EQUIPPED WITH RELAY OR I OSA. EXTERNALLY LABELED WITH "IAQ UNIT" RED LETTER. PLUMBING SYMBOLS T-- SS SANITARY SEWER ----• - ---� DOMESTIC COLD WATER �......,�.. DOMESTIC HOT WATER -------- -- PLUMBING VENT ----iIF------- UNION ----��H------ BALL VALVE 1 T & P RELIEF VALVE ------0 FCO FLOOR CLEANOUT 0 FCO EXISTING FLOOR CLEANOOUT 0OHD OPEN HUB DRAIN MECHANICAL SYMBOLS RECTANGULAR DUCT 18" WIDE { 18/12 BY 12" DEEP 12 12" DIAMETER ROUND DUCT x •'•., ELBOW WITH TURNING VANES CARL L. EICHSTAEDT, JR., P.E. -- - _- - T`J -- T--- - ^-- ENGINEER OF RECORD TEE WITH TURNING VANES STIPULATION FOR REUSE _-___.-T - - -- ----- -- THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WI FH ITS ROUND (OR OVAL) ELBOW ISSUE DATE ON 08/08/03 AND IT IS NOT SUITABLE FOR USE ON A DIFFEREEN F PROJECT 51 FE OR AT A A LATER TIME. USE OF THIS DRAPING FOR. REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SUPPLY AIR DIFFUSER WITH SERVICES OF PROPERLY LICENSED ARCHITECTS AND ROUND SUPPLY DUCT ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECF IS NOT AUTHORIZED AND ___ _ _ ---_---------_--:--- MAY BE CONTRARY TO THE LAW. RETURN AIR DIFFUSER WITH ROUND {L DUCT _ EXHAUST AIR DIFFUSER WITH ROUND lcm DUCT CD DIFFUSER OR GRILLE TYPE- 01. ME I less= 12 BRANCH DUCT & NECK SIZE A DIVISION OF WAL-MART STORES, INC. ; 450 CFM ----&H1 THERMOSTAT NAIL CARE TENANT, SPACE; O TIMER INDICATES EXISTING 1 - .90 -1 /2" DOOR UNDERCUT _� --- _ -- 3207 AG_N FLOOR DRAIN "SCHEDULE MARK DRAIN DESCRIPTION MANUFACTURER/CATALOG NUMBER FD-1 3"LIGHT DUTY GENERAL USE W/ 5" DIAMETER NICKEL BRONZE GRATE RN #ZN-415-58 LZ JAY R. SMITH #2005-03-AO5 PROVIDE L4X3X1/4 (LLV) FRAME WHICH SPANS FROM JOIST TO JOIST AROUND ALL ROOF EXHAUST FAN PENETRATIONS LARGER THAN 12"X12". UNLESS I !I ---BIRD SCREEN NOTED OTHERWISE. -` ilil __ALL ___1i I _ CURB ' \ BRANCH `---ROOF DECK EXHAUST \--- --- DUCT DUCT \-BACKDRAFT DAMPER z ROOF EXHAUST FAN 3 N.T.S. EXISTING VTR HW SUPPLY TO BALL VALVE (TYP.) SYSTEM SEE PLAN DELECTRIC UNION _�_.-_-.._____-____�___�_�--I�I-- - CW SUPPLY TO WATER (TYP) 1 HEATER SEE PLAN HEAT TRAP DOWN TO ,MID POINT OF I--- - - EXPANSION TANK FOR WATER I HEATER TANK HEATERS OVER 20 GALLON ---� PLASTIC OR GALVANIZED SHEET - METAL DRAIN PAN (MIN WATER 24 GA. 1 1 /2" DEEP) HEATERS., WATTS WATER HEATER STAND MODEL AS-20 FINISHEQFLOOR---,,, CONNECT 3/4" DCW TO EXIST 1-1/4" DCW SS EXISTING 4" SS _ WATER HEATER 4N.T.S. EXISTING TL jI VTR �- ROUTE P&T RELIEF AND DRAIN PAN LINE TO FD-1 EXISTI CD 4- REMAIl OF 2 EXISTI RAG 1 TYPIC, EXISTI CD 4, REMAI OF 2 1 GENERAL NOTES 1. THE PLANS SHOWN THROUGHOUT THESE DOCUMENTS ARE BASED ON LIMITED INFORMATION PROVIDED BY WAL*MART. THE ENGINEER HAS NOT SURVEYED THIS STORE AND CANNOT BE HELD RESPONSIBLE FOR THE ACCURACY OF THE EXISTING CONDITION ILLUSTRATED. ALL SUBCONTRACTORS ARE TO INSPECT THE STORE PRIOR TO COMMENCING WITH ANY WORK AND NOTIFY THE WAL*MART "' v CONSTRUCTION MANAGER OF ANY DISCREPENCIES BETWEEN THESE PLANS AND THE EXISTING CONDITIONS. 2. EACH CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR AREA. FAILURE TO ACQUAINT THEMSELVES WITH THIS DOES NOT RELIEVE THEM OF ANY RESPONSIBILITY FOR PERFORMING THEIR WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE CARL L. EICHSTAEDT, A, P.E. ALLOWED BECAUSE OF CONDITIONS THAT OOCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. E N G I N E E R 0 FR E G 0 "R ..D 1307 SOUTH BOULDER AVE.: TULSA, OK .74119 HVAC NOTES (918)877=6000 FAX (918)577-4000 1. FURNISH AND INSTALL ALL MATERIALS FOR A COMPLETE INSTALLATION IN ALL RESPECTS, READY FOR INTENDED USE AND IN STRICT ACCORDANCE WITH STATE AND LOCAL CODES AND MANUFACTURERS RECOMMENDATIONS. w dor 2. COORDINATE WITH EXISING AND NEW CONSTRUCTION. PAY ALL NECCESARY FEES +� J AND PERMITS. 3. ARRANGE ALL WORK TO KEEP DISRUPTIONS TO ! ' STORE OPERATION TO A MINIMUM. COORDINATE ANY DISRUPTIONS WITH WAL*MART CONSTRUCTION MANAGER. 4. THE DRAWINGS INDICATE THE GENERAL LAYOUT CARL L. EICHSTAEDT, JR., P.E. REQUIREMENTS FOR EQUIPMENT, FIXTURES, ENGINEER OFRECORD PIPING, DUCTWORK, ETC. FINAL LAYOUT SHALL BE COVERED BY ACTUAL FIELD CONDITIONS WITH STIPULATION FOR REUSE ALL MEASUREMENTS VERIFIED AT THE SITE. THIS DRAWING WAS PREPARED FOR USE ON A`SPECIFIC SITE AT SANFORD, FL CON TEMPORANEOUSLYWITH ITS 5. DUCT SIZES SHOWN ON DRAWINGS ARE NET FREE ISSUE DATE ON 08/O9/03 AND IT Li NOT SUITABLE FOR USE,ON A pIFOENT PROJECT SITE OR .AT A AREA. INCREASE RECTANGULAR SHEET METAL SIZE LATER TIME. USE OF THIS DRA'AINC FOR REFERENCE OR; EXAMPLE ON ANOTHER PROJECT REQUIRES THE BY TWO INCHES WHERE 1' DUCT LINER IS SERVICES OF PROPERLY UCENSED ARCHITrCTS AN[) REQUIRED OR BY ONE INCH WHERE 1 /Z" LINER ENGINEERS. REPRODUCTION _OF THIS DRAWING FOR: REUSE ON ANOTHER PROJECT IS NO"T' AUTHORIZEDAND IS REQUIRED, DUCT WORK SHALL BE GALVANIZED MAY BE CONTRARY TO THE LAW. SHEET METAL. LINE RECTANGULAR SUPPLY SHEET METAL WITH 1" THICK ACOUSTICAL DUCT LINER. LINE RETURN AIR RECTANGULAR SHEET METAL DUCTWORK WITH 1 /2" THICK LINER.wp&*mm 6. COORDINATE LOCATION OF DUCTWORK AND DIFFUSERS WITH OTHER TRADES. FIELD VERIFY STRUCTURAL CONDITIONS BEFORE FABRICATION OF DUCTWORK. A DIVISION OF WAL-MART STARES, INC. 7. MAINTAIN 10' MIN. DISTANCE FROM EXHAUST FAN TO OSA INTAKE OF RTU. MAINTAIN 8' MIN. NAIL CARE TENANT SPACE DISTANCE FROM EXHAUST FAN TO EAG. 8. REBALANCE REVISED AIR DISTRIBUTION SYSTEM PER CFM'S AS NOTED ON DRAWINGS WITH REVISED OUTSIDE AIR FOR EXISTING RTU-4.3207.1 PLUMBING NOTES 1. A. PLUMBING CONTRACTOR SHALL VERIFY EXISTING ����® PIPE LOCATION. SIZE AND ELEVATION AND SHALL VERIFY THAT PROPER SLOPES ARE AVAILABLE �v�•+� �� �� BEFORE CUTTING FLOOR SLAB FOR NEW SEWER PIPING. B. MAINTAIN MINIMUM SLOPE OF 1 /8" PER FOOT FOR SAN SEWER PIPING 4" AND LARGER, 1/4" PER FOOT FOR PIPING SMALLER THAN 4". C. PLUMBING CONTRACTOR SHALL CUT FLOOR STRAIGHT AND CLEAN AND REMOVE EXISTING SLAB. GENERAL CONTRACTOR SHALL REPLACE REMOVED WAL*MART. REALTY COMPANY SLAB WITH CONCRETE FLUSH AND SMOOTH WITH 2O01 SE 1 OTH STREET,, DEPT. 9563 ADJACENT. BENTONVILLE, AR ` 727-16-0550 D. PLUMBING CONTRACTOR SHALL PROVIDE ONE YEAR WARRANTY FOR PROPER SEWER SYSTEM OPERATION. SHEET CONTENTS: 2. SANITARY SEWER AND VENT PIPING SHALL BE SCHEDULE MECHANICAL PLANS; 40 PVC OR AS PER LOCAL CODE. HVAC PLAN, PLUMBING PLAN," 3. WATER PIPING ABOVE GRADE SHALL BE TYPE "L" HARD RISERS, AND SCHEDULES DRAWN SEAMLESS COPPER TUBE. MAKE JOINTS USING LEAD FREE SOLDER AND A NON -CORROSIVE PASTE TYPE FLUX. CORE SOLDER IS NOT PERMITTED. JOIN WITH WROUGHT COPPER PRESSURE FITTINGS. WATER PIPING BELOW GRADE (UNDER SLAB) SHALL BE TYPE "X" SOFT COPPER WITHOUT JOINTS BENEATH SLAB. 4. VALVES FOR WATER PIPING SHALL BE RED AND DRAWN BY: JPC/RDD WHITE 5044 OR 5049, CRANE 9302 AND 9322, CHECKED BY: GLE NIBCO T-580, OR APOLLO 70 SERIES BRASS BALL REVISIONS: VALVES WITH PLASTIC JACKETED LEVER TYPE HANOLE. OTB/OTP 08Z08ZO3. 5. INSTALL PIPING NEATLY AND PARALLEL WITH OR PERPENDICULAR TO LINES OF THE STRUCTURE. INSTALL _ PIPE HANGERS TO MAINTAIN ACCURATELY ALIGNED PIPING SYSTEMS, ADEQUATELY SUPPORTED BOTH - LATERALLY AND VERTICALLY. WHEN POSSIBLE, MAKE VENT CONNECTION TO NEAREST EXISTING VENT SYSTEM OF ADEQUATE SIZE. 6. PROVIDE REQUIRED WATER, WASTE, SOIL AND VENT CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT, TOGETHER WITH FITTINGS, SUPPORTS, FASTENING DEVICES, COCKS, VALVES AND TRAPS, LEAVING ALL IN COMPLETE WORKING ORDER. ALL QUESTIONS FROM GENERAL CONTRACTORS RELATED TO THE BIDDING OF THIS PROJECT DR 7. INSULATE HOT AND COLD WATER PIPING WITH RIGID THE WORK INVOLVED SHALL OF DIRECTED TO: GLASS FIBER TYPE ASJ/SSL BY OWENS-CORNING, WAL" MART REALLY INC. CETAINTEED, KNAUF, OR SCHULLER (MANSVILLE) 2001 SE 10TH STREET..- MAXIMUM K FACTOR AT 75-F OF 0.23, 3 LB/FT DEPT. 9563r � DENSITY, MINIMUM OF 1 /2 INCH THICK WITH WHITE BENTONVILLE, AR 72716 0U ALL -SERVICE JACKET (VAPOR RETARDER). INSULATE COLD WATER FITTINGS WITH, PVC FITTING PROJECT NUMBER: COVERS WITH GLASS FIBER INSERTS. MAINTAIN VAPOR BARRIER TO PREVENT SWEATING. DATE: 08�08�Q3 8. INSTALL TRAP PRIMERS, IF REQUIRED BY LOCAL CODE SHEET; ADMINISTRATIVE AUTHORITY. l i t 9 e J• 111 277 VOLT H EXHAUST FAN 1----------� - SPST RELAY WALL MOUNTED ABOVE CEILING, SQUARE V CLASS 8501, TYPE C06-V20 IN NEMA 1 ENCLOSURE I R I LIGHTING CONTROL I ASCQ #C91762071 WITH ACCESSORY #476 LIGHT, TYPICAL DOUBLE POLE SINGLE THROW SWITCH. TYPICAL U EXHAUST FAN CONTROL DETAIL 3 NTS EXISTING CIRCUITRY -SHOWN IS BASED ON EXISTING BUILDING PLANS, PANEL SCHEDULES, AND BREAKER ARRANGEMENTS AT TIME OF DESIGN. f EXSTING DEVICES AND CIRCUITS ARE NOT SHOWN AS INDICATED BELOW, THEN FURNISH AND INSTALL NEW DEVICES AND CIRCUITS AS REQUIRED. BASED UPON PANELBOARD SCHEDULE. SHOWN ABOVE, AND LAYOUT ON PLAN. CONTRACTOR To PROVIDE 4 PAIR CATEGORY 5 PHONE LINE FROM SPACE TO EXIST PHONE SERVICE cV LTS1 PANELBOARD 208 120Y, 3PH; 4W 100 MLo 10,000 AIC FULLY RATED (EXISTING) GROUND BUS , SERVES: NAIL CARE ISOLATED GROUNQ`BUS . LOCATION: FUTURE LEASE FLUSH MOUNT A'` DESCRIPTION BRKR PI. PL BRKR DESCRIPTION A B C. 1: JUNCTION BOX 20 1 0.36 1 0.54 1 20 RECPTACLES 2 3 JUNCTION BOX 20 1 0.36 1 -0.54 1 1 20 RECPTACLES 4 5 RECPTACLES 20 1 0.18 ` , 0.60 1 20 SIGNAGE 1 6 7 SPARE 20 1 - - SPACE 8 9 SPARE 20 1 - - SPACE 10 11 SPACE 1 0.22 1 20 EXHAUST FAN 12 13 SPACE - - = - - SPACE 14 15 SPACE - _ - - SPACE 16 17 SPACE' - - - SPACE 18 TOTAL 0.90 .90 1.00 KVA 7.05 7.05 8.33 AMPS TOTAL LOAD 2.80 KVA 7.77 AMPS DEMAND LOAD 2.80 KVA 7.77 . AMPS PER NEC ARTICLE 220 NOTE: (1) FURNISH AND INSTALL CIRCUIT BREAKER HANDLE LOCK ON/OFF DEVICE. LOCK OFF FOR MAINTENANCE L-TS 2 PANELBOARD 208 12OV, 3PH, 4W 100 MLo 10,000 AIC FULLY RATED (EXISTING) GROUND BUS SERVES: NAIL CARE ISOLATED GROUND BUS LOCATION: FUTURE LEASE FLUSH MOUNT KVA DESCRIPTION BRKR PL PL BRKR DESCRIPTION A B C I JUNCTION BOX 20 1 0.36 1 0.36 1 1 20 RECEPTACLES 2 3 JUNCTION 80X 20 1 0.36 0.36 - - RECEPTACLES 4 5 RECPTACLES 20 1 1 0.18 1 0.60 1 20 SIGNAGE 1 6 7 RECEPTACLES 20 1 0.36 1 - - - SPACE 8 9 SPACE - - - 2,50 1 30 WATER HEATER (1) 10 11 RECEPTACLES 20 1 0.54 - - - SPACE 12 13 SPACE - - - - SPACE 14 15 SPACE - - - - - - SPACE 16 17 SPACE - - - - SPACE 18 TOTAL 1.08 3.22 1.32 KVA 9.00 .26.83 11.00 AMPS TOTAL LOAD 5.26 KVA 14.60 AMPS DEMAND LOAD 5.26 KVA 14.60 AMPS PER NEC ARTICLE 220 NOTE: (1) FURNISH AND INSTALL CIRCUIT BREAKER HANDLE LOCK ON/OFF DEVICE. LOCK OFF FOR MAINTENANCE EXISTING LIGHT NOTE; CONTRACTOR TO VERIFY SWITCH TO REMAI 17YI4ZTIAIC2 RI=PS=13T I (V+ATInMC ELECTRICAL SYMBOLS LIST TYPE DESCRIPTION r NEW OR EXISTING RECESSED 2'X4' LIGHT BY LITHONIA 2SP8 G 3 32 Al2 277 1 3 GEB NEW OR EXISTING RECESSED 2'X4' NIGHT LIGHT BY LITHONIA 2SP8 G 3 32 Al2 277 1/3 GEB NEW EMERGENCY: LIGHT-LITHONIA. 6ELM2 :120/277 SSB NEW EXIT LIGHT-LITHONIA LQMSWI R 120/277 ELN DUPLEX RECEPTACLE: 2P, 3W, 20A, 125V GROUNDING TYPE. HUBBEL OR APPROVED EQUAL. DOUBLE DUPLEX RECEPTACLE: 2P, 3W, 20A, 125V GROUNDING TYPE. HUBBEL OR APPROVED EQUAL. SPECIAL RECEPTACLE: REFER TO PANEL SCHEDULE AND MANUFACTURERS CUT SHEETS. FOR REQUIREMENTS m JUNCTION BOX SINGLE POLE TOGGLE SWITCH: 20A 120 277V. HUBBEL OR APPROVED EQUAL. M MOTOR RATED SWITCH: 20A 120 / 277V V TELEPHONE / DATA OUTLET 0 TELEPHONE OUTLET DATA OUTLET FLUSH MOUNTED PANELBOARD WIRING CONCEALED IN WALLS OR CEILING EXHAUST FAN WITH LINE VOLTAGE THERMOSTAT HOME RUN TO LOADCENTER AS NOTED. CIRCUIT NUMBERS SHOWN NEAR ARROWHEAD. 20A CIRCUIT BREAKER EACH CIRCUIT UNLESS NOTED OTHERWISE. ONE CONDUIT PER RUN. SIZE AS REQUIRED. #12 AWG CU. W/ INSULATION PER SPECS UNLESS NOTED; RE: E4 FOR LOADCENTER SCHEDULE. NEUTRAL AND GROUND REQUIRED FOR EACH HOME RUN. ABBREVIATIONS AND SUBSCRIPTS A.F.F. - ABOVE FINISH FLOOR MDP -- MAIN DISTRIBUTION PANEL A.C. - ABOVE COUNTER N.T.S. - NOT TO SCALE C - CONDUIT TYP - TYPICAL GFI - GROUND FAULT INTERRUPTER W. - WIRE GR - GROUND U.N. - UNIT HEATER IG - ISOLATED GROUND T.S. - TIME SWITCH N. - NEUTRAL K - KEYED OPERATED a, b, c - SWITCH CONFIGURATION RT - RAIN TIGHT Q.D.A. NOTE: LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTAT, AND OTHER ENVIRONMENTAL CONTROLS SHALL HAVE OPERABLE PARTS TO THE CONTROLS LOCATED NO HIGHER THAN 7 48", AND NO LOWER THAN 15" ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION BETWEEN 20" AND 25" IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH, OR 46" FOR SIDE APPROACH; PROVIDED THE OBSTRUCTION IS NO MORE THAN 24" IN DEPTH. OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. LIGHTING PLAN -EXISTING EXIT LIGHT TO REMAIN EXISTING LIGHT SWITCH TO REMAIN EXISTING 2x4 LIGHTING TO REMAIN, TYPICAL EXISTING EMERGENCY LIGHT TO REMAIN EXISTING CEILING TO REMAIN. GENERAL ELECTRICAL NOTES 1. A„ FURNISH AND INSTALL ALL MATERIALS FOR A ,COMPLETE. INSTALLATION IN ALL RESPECTS ` READY. FOR INTENDED USE AND IN STRICT l ACCORDANCE WITH STATE AND LOCAL CODES AND MANUFACTURERS RECOMMENDATIONS. B.-ARRANGE ALL WORK TO KEEP DISRUPTIONS TO STORE OPERATION TO A MINIMUM. j COORDINATE ANY DISRUPTIONS WITH WAL*MART CONSTRUCTION MANAGER. 2. NEW CIRCUITS: NO CIRCUITRY WILL BE ALLOWED TO BE ROUTED ACROSS THE ROOFOR. THE EXTERIOR SIDE OF THE EXTERIOR WALLS. 3. EXISTING CIRCUITS: WHERE DEMOLITION OR NEW CONSTRUCTION INTERRUPTS EXISTING CARL L. EICH$TAEDT, JR., P.E. ELECTRICAL CIRCUITS FEEDING EXISTING EQUIPMENT, DEVICES, OR LIGHTING TO REMAIN BUT NOT SHOWN ON DRAWINGS. E N G t N E E R O F R E C 0 R D PROVIDE LABOR AND MATERIALS TO REWORK 1307 SOUTH BOULDER AVE TULSA, Oft 74119 CIRCUITRY AS REQUIRED TO .MAINTAIN (918)877-6000 FAX (918)877-4000, OPERATION. iY 4. ALL WIRING SHALL BE # 12 THHN COPPER IN 1 /2" EMT CONDUIT, UNLESS OTHERWISE NOTED, IF BRANCH CIRCUITS EXCEED 65 FEET IN LENGTH, UPSIZE CONDUIT AND WIRE PER NEC. f i 5. 120 VOLT CIRCUITS: FURNISH AND INSTALL NEW 20 AMP, 120 VOLT CIRCUITS AS SHOWN g FEED FROM NEAREST 120 VOLT PANEL WITH ADEQUATE SPACE AND AMPACITY.+ 6. CONDUCTORS AND BUSSES SHALL BE COPPER WITH 98% CONDUCTIVITY. 03. 7, PROVIDE SEPERATE BOXES AND PLATES AS REQUIRED WHERE DEVICES ARE SHOWN SIDE CARL L. EICHSTAEDT;'`JR:, P.IY BY SIDE CONTROLLING DIFFERENT VOLTAGES. ENGINEER OF RECORD 8. ALL DEVICES SHALL BE UL LISTED. STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC 9. ALL FIRE WALL PENETRATIONS SHALL BE SITE AT SANFOR4. Ft CONTEMPORANEOUSLY YIFH ITS „ ISSUE DATE ON 08/08/03 AND IT IS NOT SUITABLE SEALED WITH APPROVED FIRE STOP FOR USE ON A DIFFERENT PROJECT SITE OR AT A MATERIALS. LATER TIME. USE OF THIS DRA'hlNG FOR REFERENCE QR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITE(,rS AND 10. NO RACEWAYS SHALL BE SUPPORTED FROM ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE CAN ANOTHER PRUJEC I IS NOT AUTHORIZED AND GRID SUPPORTS OR OTHER TYPE OF WIRE. MAY BE CONTRARY TO THE LAZY. 11. FROM FLUSH MOUNTED PANELBOARD, STUB OUT 1-3/4"C INTO CEILING CAVITY ABOVE FOR EACH SET OF 3 SPARES AND/OR SPACES. 12. CONDUCTORS SHALL BE THHN/THWN 60OV, STRANDED CONDUCTORS. SOLID CONDUCTORS ARE ACCEPTABLE FOR #10 AND SMALLER. A DIVISION OF WA1.-MART STORES, INC, 13. BOXES SHALL COMPLY WITH NEC IN REGARD TO MAXIMUM ALLOWABLE NUMBER OF CONDUCTORS. BOXES SHALL BE HOT -DIP NAIL CARE 'TENANT SPACE GALVANIZED 4" MINIMUM OCTAGON OR SQUARE. 14. CONDUIT FITTINGS SHALL COMPLY WITH THE LATEST EDITION OF NATIONAL ELECTRICAL CODE. 15. THE COVER PLATE COLOR FOR SWITCHES AND 3207 RECEPTACLES SHALL BE IVORY. COVER PLATES SHALL BE OF HIGH IMPACT SMOOTH NYLON TYPE HUBBELL OR APPROVED EQUAL UTILITY LEGEND v oET L O PROPOSED 1" TAP W/ I" SERVICE LINE TO LIFT STATION HOSE BIB. Fps=® h FM-t FM - n M FM UHF W _ - 2O PROPOSED 1" WATER SERVICE LINE TO YARD HYDRANT X %-- F 1- ------ ------ -FM R FM R FM R F 9 R FM -RW- -OHW 0 PROPOSED 2" TAP & VALVE W/ 2' WATER SERVICE STUB -OUT & PLUG .s ®®®® ®® ®® EXIST. 8" PVC �49 36 4 I GV I 4 PROPOSED 2" TAP & PLUG VALVE Wl RECLAIM WATER SERVICE STUB -OUT & PLUG FORCEMAIN >� 18'(BOC) 15'(BOC) EXISTING 12' COUNTY I O 1 1 EXIST. 8" PVC 3 4 0- 18 10 4 29 PERPETUAL EASEMENT (TYP.) EXIST. 8" PVC 3 4 18 13 ® 43 ® FOR�EhAAIN O PROPOSED 2" WATER SERVICE LINE PROPOSED 75 L.F. - 30" STEEL CASING W! I I 15 3 4 10 FORCEMAIN 16 9 PROPOSED 15' CITY SERVICES 1 4 312" WALL THICKNESS @ F.L. ELEV. 34.60 I F TURE FIRE HYDRANT LOCATION. FIRE GV A A O PROPOSED 3" WATER SERVICE LINE H DRANT SHALL BE INSTALLED AT TIME OF EASEMENT (TYP.) FOR FUTURE WATER LINE EXTENSION S LLER'S RETAINED LAND DEVELOPMENT. REFER TO RINEHART ROAD OFF -SITE ROADWAY I O 7 PROPOSED 8" P.V.C. WATER MAIN "P.) 07 -0 LEGEND I IMPROVEMENT PLANS, SHEET C-9A, C-9S, C-9C & `� PROPOSED WATER LINE SHALL BE 11 m © I I INSTALLED 5' OFF THE BACK OF THE X �O PROPOSED 8" (DR14) FIRE WATER SERVICE LINE 92 z X ® I I C-9D FOR ADDITIONAL INFORMATION REGARDING - - ( I PROPOSED OFF -SITE UTILITIES. CITY SERVICES EASEMENT (TYP.) 9 PROPOSED 12" PLUG VALVE Z 0 S -PROP. SANITARY SEWER LINE SELLER P RO P O S ® I /� Q 10 PROPOSED 12" PVC WATER MAIN Lam) FW = PROP. FIRE WATER LINE i GV I E 3 LEASE LOT DETENTION LOT n � I) a� W =PROP. WATER MAIN �Ps R I RETAINED LOT J 1 L 11 PROPOSED8'TEE&8"GATE VALVE I SELLER RETAINED I AREA � X FM = PROP. FORCE MAIN I I I A®C A X (I I O12 PROPOSED 8" X 4" TEE W/ 4" X 3" REDUCER & 3' GATE VALVE. LAND 49 LAND i� c/ 'l = PROP. STORM SEWER PIPE I ' _ ( II o13 CONNECT PROPOSED WATER & RECLAIM WATER MAINS TO PROPOSED STUB -OUTS. EXIST. 8" PVC FORCEfViAIN PROPOSED WATER MAIN &RECLAIM WATER MAIN STUB -OUTS TO BE INSTALLED AS PART " E = PROP. UNDERGROUND PRIMARY OF ST. JOHNS PARKWAY ROADWAY IMPROVEMENTS BY THE CITY OF SANFORD. LOCATION ELECTRIC SERVICE OF STUB -OUTS WERE BASED ON ENGINEERING PLANS PREPARED BY CPH ENGINEERS, INC. DATED JAN.2002 (FIELD VERIFY) (LIMITS OF IMPROVEMENTS SHOWN DASHED) ---GE--- = PROP. CONDUIT FOR GARDEN ELECTRIC 14 PROPOSED 8" GATE VALVE " & TELEPHONE ATTENTION! , ` �,� I - - - LE--- = PROP. CONDUIT FOR LIFT STATION ELECTRIC I !I 15 PROPOSED 12" GATE VALVE W/PLUG & 2" BLOW OFF I T = PROP. UNDERGROUND TELEPHONE SERVICE ADDITIONAL WORK REQUIRED \ D2 1 D3 1 62 C2 % R � B C1 16 PROPOSED I2•GATEVALVE - BY GENERAL CONTRACTOR. SEE GV 25' - _ I 1► G PROP. NATURAL GAS SERVICE _ ----- - -------------- ._ _ •. - O PROPOSED 8' X 6" TEE W/6" GATE VALVE &FIRE HYDRANT ASSEMBLY PER CITY OF NATURAL RESOURCE PLANS. - - ~ " GV `'• 17 SANFORD SPECIFICATIONS (TYP.). X - - - TS--- = PROP. CONDUIT FOR FIRE PROTECTION C L TAMPER SWITCH � 58 18 PROPOSED 12" X 6' TEE 6" GATE VALVE & FIRE HYDRANT - ® p S_S 5 S S S F N S FM S F ASSEMBLY PER CITY OF SANFORD SPECIFICATIONS (TYP.). - IC -- - = PROP. CONDUIT FOR IRRIGATION CONTROLS PIPE CLEARANCE NOTE: 19 PROPOSED 8"- 11 v4°BEND CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO ENSURE ' %---FO--- =PROP. CONDUIT FOR FIBER OPTIC DATA LINE ` l JOINTS/ BELLS DO NOT ALIGN VERTICALLY AT CROSSING POINT ANC\ BV D1 �0 Bi GV ��` GV GV 53 \ 1 zo PROPOSED 8" - 22 112° BEND I SAID JOINTS HAVE AT LEAST 2 FEET HORIZONTAL CLEARANCE FROM % ®eO BV =PROP. LOT LIGHT W/ MODEL TYPE CROSSING POINT. (SEE PIPE CROSSING DETAIL, SHEET C-18) ' BV L O ® 58 LO M O r O 00 'N00 0)00 Z 0c) N N U >o O M M y «' LO 0 M 'N L U L J�... Q 0 - O LL c O O � Q >� '6 0w j( O O d O CDµO N lL co U 21 PROPOSED 8"- 45' BEND e A = PROP. LANDSCAPE UPLIGHT W/ MODEL TYPE O PROPOSED 8" - 90° BEND 56 X L = SITE LIGHTING CONDUIT /� X ' 1 1 GREMOVE EXISTING PLUG & CONNECT TO EXISTING WATER MAIN WITH PROP. 8" GATE 31 T VALVE. TEMPORARY JUMPER CONNECTION REQUIRED (REFER TO DETAIL, SHEET / 11 1 > C-14B). I T E LIGHTING CL CL O G PROPOSED 8" AMES MODEL NO.3000 SS DOUBLE DETECTOR CHECK TYPE BFP ASSEMBLY y i 24 W/ TAMPER SWITCH PER CITY & WAL-MART SPECIFICATIONS- / CO NDUIT MOTE \v / 25 PROPOSED 3" POTABLE WATER SERVICE LINE W! 3' WATTS 909 TYPE REDUCED PRESSURE � N OBFP (BY CONTRACTOR) d PROPOSED 2" TAP & VALVE W1 1-1/2"DOUBLE CHECK BACKFLOW DEVICE (ASSE 1015) FOR a v / BV 59 / / 5 LU O 26 GARDEN CENTER, WATTS 709 TYPE (BY CONTRACTOR). CONTRACTOR SHALL REFER TO THE ARCHJMEP PLANS FOR CONDUIT SIZE z o AND MATERIAL INFORMATION. CONDUITS SHOWN ON THIS PLAN ARE FOR DETENTION �' ®� IJ 0 S' 27 PROPOSED MASTER METER LOCATION PER CITY SPECIFICATIONS W/ THREE SIDE CMU REFERENCE ONLY AND ARE DEPICTED SO AS TO AVOID ANY CONFLICTS OR ®® //1�\ � /J %/ O Z ~ co ~ O L- z z w RETAINING WALL. ALL ABOVE GROUND APPURTENANCES SHALL BE PAINTED BLACK. TRENCHING THROUGH THE TREE PRESERVATION AREAS. CONTRACTOR // E AREA • 32 // � / � Lu W Z w � W � w � W REFER TO DETAIL, SHEET C-14. I SHALL TAKE ALL NECESSARY PRECAUTIONS AND HAVE CLOSE COORDINATION � _". GV 1 I > 2 � � � � � 2 2 � 0 REMOVE EXISTING PLUG & CONNECT TO EXISTING 8" RECLAIM WATER MAIN WITH WITH THE URBAN FORESTER WHEN TRENCHING IN SITE LIGHTING CONDUIT _3 2 28 8" PLUG VALVE )& 8" X 4" REDUCER TO A 4' X 3" REDUCER. IN CLOSE PROXIMITY TO TREE PRESERVATION AREAS. THIS IS TO ENSURE REFER TO ARCH./MEP PLANS - / O O O O O O ® W Ozs PROPOSED 12" RECLAIM WATER MAIN PROPER GUIDANCE CAN BE PROVIDED ON INSTALLATION TO MINIMIZE ANY BV FOR SITE LIGHTING ELECTRICAL // z U U U z I DAMAGE TO EXISTING ROOT ZONES. PLAN. �/ / d W a Z O30 PROPOSED 2' RECLAIM WATER METER PER CITY SPECIFICATIONS. REFER TO REVIE ED// �� IRRIGATION PLANS SHEET I-1 & I-2 FOR CONTINUATION. // ` // �� �� /�/ w w w w w w w w w w 31 PROPOSED PRIVATELY OWNED SUBMERSIBLE PUMP STATION. REFER TO SHEET C-15. 1 T I L I MAINTENANCE ^ v �--_ ■ a o. D. n. a a ® Oti 44 �- f / / 1 32 TAPPING SCONNECT LEEVE &VALVE Wl PRESSURE ROPOSED 41 FORCEMAIN TO EXISTING AND BOX PEIN Wl R CITY SPECIFICATIONS. ONS. �1 %� NOTE s ` ��/ '\ B • VS�"% N N N N N N N O M M ;k CONTACT SANFORD UTILITY INSPECTOR, JOHN CHANIOT, AT 407.302-1025 A MINIMUM • it 1 r )s_ sOF 48 HOURS PRIOR TO SCHEDULED CONNECTION. 06 / // / (>3 rn O O o w oz w 4 CO BV " IS E Sanford �'!re P en ion � v•}/ �j // /� /% / 33 LOCATION OF EXISTING FORCE MAIN I ' Q N M M N 1 N �- N BY AS-BUILTS PREPARED BY CPH ENGINEERS, INC. (FIELD VERIFY) WAL-MART SHALL OWN & MAINTAIN ALL ON -SITE UTILITIES INCLUDING BUT S d• Ln cD m `v h NOT LIMITED TO THE STORM WATER MANAGEMENT SYSTEM, POTABLE / SANITARY SEWER ETC. ALL OFF -SITE UTILITIES 4.' v 45 Slate' � � �" y - � � � // // � O OLOCATION OF EXISTING WATER MAIN IS APPROXIMATE. LOCATION WAS DETERMINED WATER, RECLAIM WATER, � � BY AS-BUILTS PREPARED BY CPH ENGINEERS, INC. SHALL BE OWNED & MAINTAINED BY THE CITY OF SANFORD AND/OR BV / K GLOCATION OF EXISTING RECLAIM WATER MAIN IS APPROXIMATE. LOCATION WAS SEMINOLE COUNTY. O 37 / EXIST. S" PVC FORCE LAIN G4 DETERMINED BY AS-BUILTS PREPARED BY CPH ENGINEERS, INC. h / y� / / / / CD O o 0 O36 PROPOSED 12' GATE VALVE Wl PLUG & 2" BLOW OFF `S G / // \ \ / Q CD CD CD O� 17 TA BACK 37 PROPOSED CONDUITS FOR LIFT STATION ELECTRIC. PROVIDE 1" PVC CONDUIT TO LIFT STATION CONTROL PANEL & 1" PVC CONDUIT TO LIFT STATION ALARM PANEL _ 8PROPOSED (2) 2" & (1) V PVC CONDUITS FOR IRRIGATION CONTROLS. / I CAL `J LATI O N S = ��ti + �° \ / 39 PROPOSED 1" CONDUIT FOR FIRE PROTECTION TAMPER SWITCH. I _ S by vim/ v O /y F1 �L 4o PROP. (3) 1" CONDUIT W/ PULL WIRE TO UTILITY BOLLARD TOTAL SITE ACREAGE: 31.52 AC. BV o 52 G3 • _ _ / +� N _ _ 41 PROPOSED UTILITY BOLLARD (SEE DETAIL, SHT. C-14) IRRIGATED ACREAGE: 14,3 AC.t _ / / /� w _j LO POTABLE WATER USAGE: 14,309 GPD `• = n CLAIMED WATER USAGE: 27 900 GPD M ' ' ' . r z J LO 42 PROPOSED YARD HYDRANT (SEE DETAIL, SHT. C-14) RE 7 .r S 1 ',., 19 BV � /�� / // / ] ® LO WASTE WATER GENERATION: 12,880 GPD = f :`0/1 GPROPOSED ELECTRICAL CONNECTION FOR MONUMENT SIGN. REFER TO ARCHJMEP PLANS GQ � ` KV v/ �q41 PROPOSED PULL BOX (REFER TO SHEET C-4 FOR FIBER OPTIC NOTES) , �. _ o + �\..// v 14 / i •- `- •. � REFER TO PIPE �" j� � � / CLEARANCE NOTE - 45 PROPOSED FIBER OPTIC CABLE (REFER TO SHEET C-4 FOR FIBER OPTIC NOTES) ~• 1 S '14� THIS SHEET goo-7 111111111117 o46 PROPOSED LOCATION OF TRANSFORMER PAD. CONTRACTOR TO VERIFY EXACT LOCATION AND SIZE WITH POWER COMPANY PRIOR TO INSTALLATION. CONTRACTOR SHALL BE O tp� � / / � + RESPONSIBLE FOR INSTALLATION OF CONCRETE PAD, CONDUIT AND PIPE BOLLARDS AS - // / / REQUIRED BY THE ELECTRIC COMPANY. CONTRACTOR SHALL COORDINATE SAID WORK ! , J� Qj/ WITH FLORIDA POWER &LIGHT. hQi�O _ S 19 / REFER TO SITE LIGHTING v + / / 411 / / ro• / v S� 5 44 CONDUIT NOTE THIS SHEET40 47 PROPOSED ELECTRIC SERVICE. EXACT ROUTE & SPECIFICATIONS TO BE COORDINATED W/ r -� ; =. �P _ REFER TO SITE LIGHTING P F O FLORIDA POWER& LIGHT. 0 F CONDUIT NOTES THIS SHEET I BV fu ' GAS ENTRY WITH GAS METER AT BUILDING. CONTRACTOR RESPONSIBLE FOR INSTALLING _ - �`a�' ^6 t Z 48 PIPE BOLLARDS AT METER, CONTRACTOR SHALL COORDINATE WITH FLORIDA PUBLIC UTILITIES COMPANY FOR CONST. SCHEDULING. CONTACT JIM McKENNA @ 407-322-5733. Q 2 ^�O ��m In_ qg PROPOSED NATURAL GAS SERVICE. FLORIDA PUBLIC UTILITIES COMPANY WILL EXTEND 90, -off' H1 A / s / //� m O NATURAL GAS MAIN WITHIN RINENART R/W, RUN SERVICE LINE AND INSTALL GAS METER 66, S Lp U Z7 EXIST. '12" RE ° J R'EIAA 7 / Q � AT BUILDING. 50 CONTRACTOR SHALL INSTALL (2) 4" SCH 40 PVC CONDUITS WITH PULL WIRE & NECESSARY q / // j By 4�2gRy 17 A 1 A ® // /// / EXIST. 10" wARtv�AfrJ ID Q •� O PULL BOXES TO PROPERTY LINE FOR TELEPHONE SERVICE BY BELLSOUTH. REFER TO S • •.�' - BELLSOUTH CONDUIT REQUIREMENTS THIS SHEET. &I 49 ��cR 29 �B�s \ ; ' / / 1` / ® ® U Q 51 PROPOSED OIL INTERCEPTOR REFER TO ARCH./MEP PLANS FOR SPECIFICATIONS. x S ��TRy °O° �°q� S'o H ' + // / -LVV/ / NOTES: o REFER TO BLOW 52 PROPOSED GREASE INTERCEPTORS. REFER TO ARCHJMEP PLANS FOR SPECIFICATIONS, v r �• rS�' �l��a - '�dJ UP "B", SHT. C-14 .7 o I �' 48 t P ,RF�,sr grin �Ftij • Y/ // 1. REFER TO SHEET C [i FOR GENERAL UTILITY NOTES a 53 PROPOSED 4" P.V.C. FORCE MAIN � �aa _ 'i �" ^1 C' `'°' � Lam' °si°,:° �Fl RY � _ OPROPOSED NOVAR IOM IN GARDEN CENTER CLOSET. REFER TO IRRIGATION PLANS SHEETS RECEIVED �0.'_° \�� i-1, I-2 & ARCHJMEP PLANS r -/� - _ _ �L f \ / 2 OPTIC CABLE NOTES . REFER TO SHEET C-4 FORrLEASE L,OTi FIBEI 55 PROPOSED FOR SPECIFICATIONS (CATIONS ROLLER LOCATION. REFER TO IRRIGATION PLANS SHEETS S E+ 0 2003 _ !_ _ ; L+ R Ry f F • ` _ tea$ \� /mow 3' !" O 42LL 56 FOR PROPOSEDPRIVATE CAT ONSPUMP STATION SIGN. REFER TO CITY DETAIL SHEET (SHT. C 17A, FIG. 305) I / ww ,3 :-f H3 0SANITARY p_ g7 SEWER PROPOSED FIRE DEPARTMENT CONNECTION PER CITY OF SANFORD SPECIFICATIONS. % GIB _ �� =: 10 J 10 //LL O PROPOSED 4" EN • s L� - Z.(n 59 PROPOSED 4" - 22 112' BEND ) ,l 2 SCHEDULE.GV Q ExIST. " P h. GPROPOSED 8" - WATER MAIN & RECLAIM WATER MAIN STUB -OUTS TO BE INSTALLED AS I �� 8?^�j _ } `��i ! 26 / f// A PROPOSED SUBMERSIBLE PUMP STATION E1 259' - 8" SAN. SEWER P.V.C. @ 0.44% ® Wj� UJ PART OF T. JOHNS PARKWAY ROADWAY IMPROVEMENTS BY THE CITY OF SANFORD. X S9 '? f- = - + / / / f /J/�� ® (REFER TO SHEET C-15) ri f✓ LOCATION OF STUB -OUTS WERE BASED ON ENGINEERING PLANS PREPARED BY CPH ®� 'vi2. - _ / // :®® -1 WET WELL RIM ELEV. 36.50 F SANITARY SEWER MANHOLE ENGINEERS, INC. DATED JAN. 2002 (FIELD VERIFY) (LIMITS OF IMPROVEMENTS SHOWN LI 'yJ• qRy _ • • / �/ X S.E. INV. 26.80 O RIM ELEV. 39.20 G. }• DASHED) 4'Y S !(j �, / / /!/ / ® Fi,� // / W. INV. 26.80 S.W. INV, 29.60 W J BELLSc ^ ® Q / / / //� N.W. INV.29.00 W OUTH CONDUIT 22 +' < r; •'•' /// �/ // SANITARY SEWER MANHOLE M /1. 5 43 W�INV. 9. 5.95 N.E. INV.29.60 ° W `+r / / / / /F1 265' - 8" SAN. SEWER P.V.C. @ 0.40 /o V REQUIREMENTS % :-" -r � � /� / / / S.INV.29.35 N. INV. 28.95 G SANITARY SEWER MANHOLE w 1. PLACE (2) 4" SCH 40 PVC ENTRANCE CONDUITS BURIED AT 24 INCHES MIN. I tr 17 // E. INV. 28.35 A® Z RIM ELEV..20 W y COVER FROM THE BACKBOARD TO THE PROPERTY LINE. ELECTRICAL BENDS X JVMOD C '9s ry7 � - �� // / � // B1 2$' -• 8" SAN. SEWER P.V.C. @ 5.54% S.E. INV. 31.20 V j c- WITH LONG SWEEP RADII ARE RECOMMENDED FOR THE TELEPHONE CONDUITS. 3 /� 0 O �1i o C '9jQ 11 s / N.E. INV. 31.10 , SEAL ENDS OF ENTRANCE CONDUITS TO PREVENT GAS, WATER AND RODENT PROP. UTILITY 46 �33. A- Q ? o S.W. INV. 31.20 INTRUSION. EASEMENT '9 c� 'r �O B2 32' _ 8" SAN. SEWER P.V.C. @ 1.00/o O O /0 ?2S <FO %`(+ �{/ O�Q `�r . / S1 20 -� W/ PLUG (MARK FOR FUTURE M 2. PLACE A 200 LB. TEST PULL WIRE IN ALL TELEPHONE ENTRANCE CONDUITS /�,0 PROPERTY APPRAISER ID NUMBER _ __ (�p I lRi `• • ' •: Q� / 40 1 8 / // REFERENCE) Q V1 262' - 8" SAN. SEWER P.V.C. @ 0.57% O FOR PROOFING AND PULLING PURPOSES. A STAKE SHOULD BE PLACED AT �� - -- ------ J '� F�Fo cscc ','! '- � 2� ��� IC- 35 THE END OF THE CONDUIT TO FACILITATE LOCATING THE END OF THE SEMINOLE COUNTY 47 / tiO4 R�% _ �= : ' .^� ¢� 54 j /� O SANITARY SEWER MANHOLE Z ENTRANCE CONDUIT AT THE PROPERTY LINE. APPROVED FOR CONSTRUCTION • F F S� BV 27 61' ^ 6" SAN. SEWER P.V.C. @ 1.15/o W 7 $''\ T� �2�, sFRL �4Tp -9{ 4.s �" .-....: �" 5 I ; \ \ // RIM ELEV. 34.00 3. FOR SAFETY REASONS, TEMPORARY POWER LINES SHOULD NOT BE PLACED THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY / / °0 �CF Y /' , ^' • f / 38 ( I \ \R 60 / / S. INV. 30.00 G3 SANITARY SEWER CONNECTION POINT LIMIT 2 O IN TELEPHONE CONDUITS. DOING SO MAY CAUSE SERVICE DELAYS. LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF ` ` / 2 Ty �qT : , _ : -` ) 5 + W. INV. 30.10 OF CIVIL DESIGN. 6" TWO-WAY CLEAN OUT COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO 50 �A R • a_ _ \ C 4. REQUIRED SUPPORT STRUCTURES MUST BE INSTALLED AND APPROVED BY CORRECT ANY DEFECTS IN THE PLANS oR THE FACILITY AS CONSTRUCTED WHICH 1 2, 92, FR Y `'- . • ° • \// @ INV. 31.90 (REFER TO ARCH./MEP PLANS ® (n `' / / // 23 ////� \ C1 355' 8" SAN. SEWER P.V.C. @ 0.41 /o FOR CONTINUATION) / BELLSOUTH 30 DAYS PRIOR TO REQUIRED SERVICE DATE. CONTACT SCOTT RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE 39 92• c/ S2j = •. �� -• r' ' " § 7 /7 h ° LORENZ @ 407-302-7611 FOR CONSTRUCTION SCHEDULING. ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY / °O R�/1 TOh •' • , _ �` ! ?i / PROPOSED 15' X 40' // 1 G® 210' -• 8" SAN. SEWER P.V.C. @ 0.43% v S 9TC • : _� :e • ' n ®� 30' - 8" SAN. SEWER P.V.C. 1.00% CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO � F �T R y"P - , r _ - d-• v C �'��- UTILITY EASEMENT 1 °�. o MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF iC F Y A' : •g W/ PLUG @ INV. 32.10 (MARK FOR 1 L ■ ®, EASEMENT Q6 r ly �� Y2 51 w _ -� A ti Ji / W/ PLUG (MARK FOR FUTURE ONE YEAR FROM THE DATE BELOW. 57 qr RY "�' REFER TO BLOW + REFERENCE) REFERENCE) APPROVED. 14 FLp M 7 ^^h UP "C", SHT. C 14 / O SANITARY SEWER MANHOLE ® O co Z 25 Ry a / � / +� SANITARY SEWER MANHOLE REQUIREMENTS e A'. �- N SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT 'Q � a • 9• • RIM ELEV. 37.20 S.W. INV. 30.505 O coc { N.INV. 30.75 II f- U 1. LICENSEE IS AWARE THAT COMPANY HAS A BURIED FIBER OPTIC CABLE DATE REFER TO BLOW / e / / W. INV. 30.85 S.E. INV. 30.60 c WITHIN SUBJECT RIGHT-OF-WAY UP "A", SHT. C-14 O 344' - 8" SAN. SEWER P.V.C. @ 0.41% H1 142' 8" SAN. SEWER P.V.C. @ 0.63% c) 2. LICENSEE WILL CONTACT SUNSHINE AT 800-432-4770 AND MR. NOEL REESE ( s 11 \ e •. 14 AT 305-552-3249 A MINIMUM OF 48 HOURS BEFORE EXCAVATION WITHIN % 6 *WARNING* 12 ' t f:.• -� / �% ���� �/ ° Q 91' •- 6" SAN. SEWER P.V.C. @ 0.99% 6 O EASEMENT FOR CABLE LOCATION, AND TO ARRANGE FOR A COMPANY ® BURIED FIBER OPTIC CABLE IN THIS L " f BV 30' -' 8" SAN. SEWER P.V.C. @ 1.00% REPRESENTATIVE TO BE ON -SITE DURING EXCAVATION. \ ♦ / �``^_` W/ PLUG (MARK FOR FUTURE 6 N AREA. CONTRACTOR SHALL FIELD c H3 SANITARY SEWER CONNECTION POINT LIMIT G� EXIST. 12' RECLAIMED WATER w REFERENCE) OF CIVIL DESIGN. 6" TWO-WAY CLEAN OUT U 0 3. LICENSEE WILL NOT USE MECHANICAL EXCAVATING EQUIPMENT WITHIN LOCATE EXISTING F.O.C. AND CLEARLY � � 17 - L � 0 111 O 10 FEET ON EACH SIDE OF BURIED FIBER OPTIC CABLE. MARK LOCATION IN THE FIELD. CONTRACTOR W ` ,e _ _ r # EXIST . 16" WATERMAIN Q p3 WYE CONNECTION W/ 30' - 8" SAN. @ INV. 31.50 (REFER TO ARCH./MEP PLANS U) LL U SHALL USE EXTREME CAUTION WHEN W o i / SEWER P.V.C. @ 1.00% W/ PLUG FOR CONTINUATION) 4. LICENSEE SHALL INSTALL PVC MARKERS 10 FEET ON EITHER SIDE OF THE 20 0 ® ®�E �E :.IE �.- WORKING IN CLOSE PROXIMITY TO THIS m gn+q�® (MARK FOR FUTURE REFERENCE) CROSSING CABLE TO ENSURE NO DAMAGE IS { r, T 5. NO EQUIPMENT CAPABLE OF EXCEEDING 14 FEET IN HEIGHT IS PERMITTED INCURRED. NO ADDITIONAL COMPENSATION W C K ;' ®i 50 47 �� ' vm �.► / v 11 11 11 ®E SANITARY SEWER MANHOLE 20 .-A o ° RIM ELEV. 36.60 WITHIN COMPANY'S RIGHT-OF-WAY. WILL BE ALLOWED. REFER TO FPL 110' 0 X �5 EASEMENT REQUIREMENTS THIS SHEET. _ PROP. UTILITY y;o OH OH S.E. INV. 27.95 o 6. THE CULVERTS AND/OR PIPING TO BE INSTALLED BY THE LICENSEE SHALL BE OHN! OHIA EASEMENT N.W. INV. 27.85 ` z OF MATERIAL AND THICKNESS AS SPECIFIED BY THE AMERICAN ASSOCIATION ' r, m �® W U) HOWARD L. WRAY, JR., P.E. 55557 Cd 0 M a� Z) c 3 2 Y N r` N 0 m 0 0 N co ti _. PROP. TRUCK EXIT PROP. HEAVY DUTY CONCRETE ` W/ INTEGRAL CURB _ PROP. 6" PIPE BOLLARD (TYP. PROP. 8" AMES MODEL NO.3000 SS OF 2) (SEE DETAIL, SHT. C-12A) •-% " DOUBLE DETECTOR CHECK TYPE BFP ASSEMBLY W/ TAMPER SWITCH PER WAL-MART & CITY SPECIFICATIONS PROP. 8" 90' BEND (FLG. TOP, M.J. BOTTOM) (TYP. ' PROP. 3" WATTS MODEL 909 TYPE EACH END) _ REDUCED PRESSURE BFP PER _ WAL-MART SPECIFICATIONS PROP. 3" 0. GATE VALVE :. PROP. 3" 90° M.J. _ I BEND (TYP.) PROP. 8" 90° M.J. PROP. 3" WATER SERVICE BEND (TYP.) L E B LDING 4 PROP. 8" P.V.C. PROP. 8" I FIRE HYDRANT W/ 6" (DR14) FIRE WATER GATE VALVE GATE VALVE LINE TO BUILDING �" s m PROP. FIRE DEPARTMENT PROP. 1" CONDUIT FOR WATER ` CONNECTION PER CITY PROTECTION TAMPER SWITCH PROP. 8" M.J. TEE SPECIFICATIONS PROP. CONCRETE SLAB PER CITY SPECIFICATIONS PROP 8" X M.J. TEE W/ 4" X 3" REE DUCER 8" X 6" M.J. TEE PROP. 8" P.V.C. WATER MAIN s BLOW UP"A" N.T.S. CURB & GUTTER LANDSCAPE ISLAND 6" GUARD POST (TYP. OF 4) LOCATED 2'-3" FROM THE CENTER OF THE UTILITY BOLLARD-7STOP SIGN UTILITIES BOLLARD �— AISLE SIGN — — — — — `-,� YARD HYDRANTro — — — — FIRE HYDRANT WITH 6" WATER LINE PARKING LOT PAVEMENT (TYP.) () �) PEDESTRIAN CROSSING SIGN . II • THREE 1 INCH CONDUITS (GE) 1" P.V.C. WATERLINE TO GARDEN CENTER HOSE REEL BL, 11w UP "B". N.T.S. PAINT COLOR TO IDENTIFY UTILITY (SEE BELOW) TAG WITH SPECIFIC UTILITY, SIZE, AND DEPTH TO INVERT USE AT CAPPED END OF ALL UTILITY SERVICE CONNECTIONS TO/FROM SAM'S CLUB, WAL`MART STORES & SUPERCENTERS 24" MIN. #4 REBAR EXPOSED NOTE: REBAR IS TO BE CUT OFF 6" BELOW SUBGRADE 12"xl2"x4"THK. AFTER UTILITY CONNECTION 8" CLEAN -OUT CONC. COLLAR IS COMPLETED AND PRIOR W/ 94 BAR TO PAVING \/�\///�/ ' : s . • " �\\�777� / UTILITY COLOR SEWER GREEN 8" 45° BEND WAITER BLUE STORM DRAIN WHITE / 8" WYE ELECTRICAL RED 18" MIN. \ /\\ 8"PLUG TELCO/CAN YELLOW BURIED GAS RANGE WELD TO PLATE . FUTURE SITE LIGHTING PINK FIBER OPTIC (GAS STATION) PURPLE \ - 8" P.V.C. STEEL PLATE TYPICAL CLEAN -OUT DETAIL DETAIL: PAO.C. .C. LOCATION DTPOCLOC 1214101 OTUTIM 1214101 RD POST (TYP. OF 4) :D 2'-3" FROM THE R. OF THE UTILITIES RD yteft7n1►11 12'-0" 10'-8" �--------- rtnBn------ 1 I I------ J _ 135.25�' i 1 35.0\ I 1 I I l 35.0 I N 25 - 35.1- - ----_--�- 1 _ I f I "B" _ CONCRETE FOOTER PLAN VIEW N.T.S. PROP. CONCRETE SIDEWALK (TYP.) ^' _ PROP. 2" IRRIGATION LINE, REFER MASTER VALVE & FLOW METER. - 1 TO IRRIGATION PLANS, SHEETS REFER TO IRRIGATION PLANS, - 1-1 & 1-2 FOR CONTINUATION SHEETS 1-1 & 1-2 FOR PROP. 2" RECLAIM PROP. 15' X 40' UTILITY SPECIFICATIONS. WATER METER PER PROP. 8" CITY SPECIFICATIONS PLUG VALVE 3 EASEMENT � — — — —®®®®—®®®®® PARKING LOT PAVEMENT f✓- /✓✓ PROP. 8" X 4" REDUCER �® SPILL TYPE CURB ✓ & GUTTER �/ TO A 4" X 3" REDUCER `` I ✓ ✓ �✓ PROP. - IRRIGATION ✓ /✓�✓✓ _ CONTROLLER 2. — — — — — — - — �✓ — — — — PROP. 8" P.V.C. — ✓ _- L MAIN _ —WATER ®. — — — ®o®®®®®®® ��✓✓ (2) 2" & (2) 1" P.V.C. CONDUITS P. FROM GARDEN CENTER CLOSET GAOTE VALVE TO IRRIGATION CONTROLLER ✓✓✓✓ R.O.W. LINE PROP. MASTER METER PER CITY PROP. THREE SIDED CMU RETAINING SPECIFICATIONS. ALL ABOVE WALL W/ HANDRAIL. REFER TO GROUND APPURTENANCES SHALL BE DETAIL THIS SHEET. PAINTED BLACK 3:1 SLOPE MAX. PROPOSED GRADE aj N W Q #5 REBAR @ 12" O.C. #4 REBAR @ 12" O.C. _ 0BLOW UP VVICIll BOND BEAM SECTION "B"-"B" N.T.S. PROPOSED ALUMINUM PIPE HANDRAIL PER FDOT INDEX NO. 520 ON THREE SIDES 8" RECLAIM WATER STUB OUT AS PART OF ST. JOHNS PARKWAY ROADWAY IMPROVEMENTS CONNECT TO EXISTING 8" STUB OUTS 8" POTABLE WATER STUS OUT AS PART OF ST. JOHNS PARKWAY ROADWAY IMPROVEMENTS IUD N M a0 N N N ME O co N 07 N 5 2 O 0 f` M M C) f�•Q COO :3M r` C)= N O U LL 0 O tea, O a) _O LL e o Q ') = >( U 4-- O 0 d CD OLIO , 0 Q N O 0 r U o J CL 2 2 2 = C2- Q N I� Z O w Z w 0 > � U N O ® W Z p H Z T.O.W. ELEV. 37.66 U) w w •: j p W g ' w Z 0 � O O ®, 8" CMU RETAINING WALL (TYP.) T w U w U U) w 0 w W m (L a m F.F. ELEV. 35.10 (VARIES) CO C. o 0 T.O.F. ELEV. 34.33 Q � u2 w N o co CO U) B.O.F. ELEV. 33.33 Ln�— RETAINING WALL NOTES r �- +- O O O O 1. COMPACT BACKFILL BELOW FOOTER TO 98 % MAX. ®r- O O o DENSITY OER AASHTO T-180 2. COMPACT BACKFILL BEHIND WALL TO 95 % MAX. DENSITY PER AASHTO T-180 IN 12" LAYERS WITH LIGHT EQUIPMENT. BACKFILL TO BE CLEAN GRANULAR MATERIAL }- 3. ROUGHEN TOP OF FOOTING TO IMPROVE BOND �d7 BETWEEN WALL AND FOOTING R(IN 4. FILL ALL CELLS CMU W/3000 PSI GROUT PUMP MIX. 5. MORTAR TO BE TYPE M ASTM C91 z 'J Lfj 6. CMU TO BE GRADE N, TYPE I, C90 o _ 2' 7/777 PROPOSED GRADE LINE PROPOSED 4" THICK PC CONCRETE ��/j�/�//�/\' a.: EXISTING CONCRETE SECTION "Avv-w@Agv SIDEWALK N.T.S. \ MASTER METER RETAINING WALL DETAIL 0.../� A /& — N.T.S. ANGLE IRON, C CHANNEL,WELD, TYP OR UNISTRUT, TYP. TELEPHONE/DATA BOX: PAINTED TRAFFIC YELLOW. HOFFMAN #A-1008CHQR BOX I HOFFMAN #A-L1A PADLOCK HANDLE HOFFMAN #A-10P8 INTERNAL \ MOUNTING PANEL POWER BOX: HOFFMAN #A-1412CHQR BOX CONCRETE FOUNDATION LIMITS HOFFMAN #A-L1A PADLOCK HANDLE HOFFMAN #A-14P12 INTERNAL WOODFORD MODEL Y2 MOUNTING PANEL FREEZELESS YARD HYDRANT W/ BACKFLOW PREVENTER. LENGTH AS REQUIRED BY LOCAL FROST DEPTH CONDITIONS. PLAN VIEW LEVITON #4710-IG TWIS , -11 o�1 -Al. Ill LEVITON #6490 IN -LINE GFCI LEVITON #6899 20A GFCI RECEPTACLE " conduits TELEPHONE AND DATA 8" I.D. STEEL PIPE FILLED W/ CONCRETE o PAINT W/ YELLOW T REFLECTIVE TRAFFIC PAINT. in SECURE TO POST N 1' GALVANIZED RIGID ♦ CONDUIT. TYP OF 3. Z `TOP OF PAVEMENT 0 o w N m0 ♦ GALVANIZED TO p PVC ADAPTER (TYP) ~ 4 u TO BUILDING v ♦ ♦. ♦ .. PTO WATER SOURCE TOj♦ ,�. BUILDING ♦ : ONE CUBIC FOOT OF ♦ a GRADED STONE FOR DRAIN 3" ♦ - 3000 PSI CONCRETE > co im O z o Q CO (D CU fD U O U) ® ® U CL Q � CD O r- W 04 co 0 PROPERTY APPRAISER ID NUMBER__-_=__-Z SEMINOLE COUNTY O APPROVED FOR CONSTRUCTION z THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE SEMINOLE COUNTY LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE BOARD OF 04 COUNTY COMMISSIONERS. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO ® O CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH z O RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY (0 *' Q) CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO 0 O O MEET THOSE REQUIREMENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF ONE YEAR FROM THE DATE BELOW. APPROVED. SEMINOLE COUNTY DEVELOPMENT REVIEW DEPARTMENT DATE O Z W i FINAL Cf) HOWARD L. WRAY, JR., P.E. ENGINEERING 55557 1 KEYNOTES Ev PLANS IN.IA `® NFORD Of SA i d- co I i� GLASS DOOR PACKAGE PROVIDE 1/4" SHIM AROUND ENTIRE (BY WAL—MART) COOLER OPENING BEFORE GLASS DOORS ARE INSTALLED COOLER WALL (BY OWNER) SEALANT ARRY BASE CORNER GUARD 1/2" GYPSUM BOARD ON 3 5/8" METAL STUDS V 1/4"=1'-O" 092801 C\GA030-006 -DETAIL AT DAi 1 1 /2"=1'-0" 092801 )OLER C\GAO30-005 REAR WALL IN TERI OR,,--.--ELEVATI ON, 1 /8"=1'-0" C\GA030-004-F CERAMIC TILE CONT SILICONE SEALANT AROUND EDGES 2" x 2" STAINLESS STEEL CORNER GUARD TO 4'-0" A.F.F.; ADHERE TO CORNER OF WALL WITH FLEXIBLE ADHESIVE; REF SPEC SECTION 10260 SILICONE SEALANT CONT AROUND EDGES STAIIN'LESSC;RN R GUARD 3=1'-0072503 C\GA030-007 Q Q Q Q (D Q) SIDE WALL INTERIOR ELEV 1 /8"=1'-O" 092801 C\GA030-003-F 01 1 O r a � I N N 0-) u� V) / 0 IN r� a J N L Ln i o o � N N N Q 4 Q 4 I-NUIN I WALL C2"N) I N TI �R L VTI �N 1 /8"=1'-0" 092801 C\GA030-002-F BAKERY SIDE WALL ELEVATION i W ~ oo� D oy ¢4r- oWa 2-f v �oz z- � cQN�000����W' " 6H ��ONry}(n��JWO�W � n.V1Z-Ww ww--�a-4.)- rnv�pz�Vop�aw W< Z ¢�+-aowww vopo 0 J Zc�wzQprQ-�o�'Z,,Wo-°-¢o wz¢Zo¢ !Q to -< ULU-1muj0z" U�o�`�0�'w5iotwno. ~ 2N rn-ut) .QOZu<ww<C � F-�v--01IiQVTQ4F- ISSUE BLOCK Al 04/25/03 CCD #1 A2 10/23/03 CCD #13 CHECKED BY: DRA'r'iiN 8Y: Erb1 // Wil 1 FILE NAME: 192-CA030 PROTO CYCLE: 092801 DOCUMENT DATE: 11 /16/01 GROCERY INTERIOR ELEVATIOUS SH EET: GAJ- 2 E5 I r,( 4 12 11 I i II ;s 1 k, ,{ I l i 257'-0„ f II 34 t i k i r r" , H1A 1( • k i d? 24 w > 2 Y € k I� jS k RTU35 I DOWN TO JUNCTION BOX € 3 a 4 JL , x ?, S t 7 ° ° >9 � i J. 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I I 1 i PART. 2 2 " l 2 (PART. 1/2)13 35 E2.3 FIBER OPTIC ( / L13 16.230 1 L2D1 L2D1 E2.2 I E2.2 287'-6"� WP, +24", GFI I WP, GFI PA ON POST. RUN CONDUITS ON SIDE OF SCLOTH POST. VERIFY LOCATION WITH STORE PLANNING SETUP SUPERVISOR PRIOR TO INSTALLATION. TYP OF 10 s ENTIRE SHEET REVISED 4 W Y� ~ U OZQ D Ba0 ia<o�Lu ZV� <Q�swooaW��mw� 4nV a0 �ZO¢0U�pXa "'o ���w��<dwu- 3-aosZ.ozO 8zHmHW.uoa<oz< �Oa0�oz:o <Q <Lj LLI co: o a J aU ZFV)DONJ� LLd LLJuj V) i'Z 'LIJHaoKV oi_ 7 OFF- � tLf)oJli<w<wm<P V) � U z m ZW z J�� E3 O ~ Z89z EU3 N Cf) S m z O c) Q � � o a CDC) r� LW 0 C\2 U w z 0 11-J ISSUE BLOCK 1 05/17/02 REV. #4 2 05/20/02 REV. #5 3 08/13/02 REV. #8 4 04/25/03 C C D #1 5 08/05/03 C.C.D. #7 6 08/28/03 C.C.D. #10 7 10/23/03 C.C.D. #13 CHECKED BY: DRAWN BY: FILE NAME: E2 PROTO CYCLE: 092801 DOCUMENT DATE: 11 /16/01 POWER PLAN POWER PLAN SHEET: E2 CANOPY POWER PLAN- 4 a 1 _ U WH, +24 f 1 i r . - 3 +66 H2B . F Y ' 18 1 f. t I F,...-. _...,. h._. 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ROOM 1 I ICE CREAM 01 10 -4 A FREEZER I ( GA5 5,_n, I 915 ( I 7.30 I ° ° I ! I ' I' � I o , `� I MEAT & DELI Klo i`�°.. ° I GA5 SIM I .............................. COOLER 913 ( I SIM �b I I 4-GA 4ob 91 - - - - - - - - - - - - I - - - - - �- - - - IL,- - I ° I _ I I SIN 2 I--_j GA5.1 00 9.19 I \ , 15.5 MEATI PREF�°F�°F 911 6 I I I GA5 I I ,3 I ! 3.133 N 1 � / co �. 0 5.60 I co I o I I I o 0 6 I v GA5 i I w o ! i I I _ I I I- _ I I o l I 1 I 10 ' N °, -� ----- - I � I ►„-----i--I------T------------------►�-----�'� II ---- ----- ------ T ------ T ------� rI ----- WIDTH OF SLOPED FLOORII I! STOCK -- ......-.......4 0 14�-2» ...........I-01 MEAT HOLDING 3.12 COOLER----- -- ---------------------- - - - °IROOM -------------- �,- ______________; 04F916 I GA58" ...... 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DECORATING qs°.-;---------------------------T; I IIt i 98.79' 906 iif I I I 00 It I IiI1111I1�I I11I5111 1 I 3„ I I I 3.12 21'-1%b 8 I O DELI 9A A6 COOLER 903 5 38» 10 i „ 17 -5 .� DELI - PREP A .; . � � [� FREEZER \F _I W 9�4 w o _ A6 L` `n 10 `r) 114'-7» r 6'-6" 10'-5» FREE ER FLOOR 9.81 I I 4 3.8 FLOOR PLAR 1/8"=1'-0" 033001 GA010-001-f N I 9.16 BAKERY 905 ,r 2.8 10 ,t G3 j A6 10 7>_13„ EQU`I PM EN T. 4 I 10 9A ': BAKERY /11 c-nnl FR 2 K N PRODUCE PREP , R,\ n A U PRODUCE COOLER 910 y \. \ \: \I, - REEZEF 908 29'-10" FREEZER FLOOR - - - - - - - - --- B.4 N (D 0 0 a < w U Q 0= o a,4 O W Q _ V) p�or_ Ufk� I- 5 W M _ (D (0:2 Q U w ¢z wo 4z¢ Ld Qa?s000���� � aNza�cN�xo��('-'a} z aL,o��oo~° w uj O V w w w W W o oF: Z ' i- zU)zQ'<'=u LaO oCO3 c wa W a ovlI---c'viwDo�o w�oo�Do �nw o�0c (t)FU�v)o<O¢wMoODo 9 n C C E CD � O Ld O o Z I 0 ISSUE BLOCK 01/23/02 REV #2 2 08/13/02 REV #8 �3 04/25/03 CCD #1 ® 07/10/03 CCD #4 CHECKED BY: DRAWN BY: EK/LAH FILE NAME: 192-GA010J PROTO CYCLE: 092801 DOCUMENT DATE: 11 /16/01 REFRIGERATED CASE LEGEND SHEET .NOTES NO. QTY. DESCRIPTION MFR. OR SUPPLIER MODEL NO. SUP)I FINAL NOTES BY BY CONNED R01 421' REACH -IN FREEZER/ICE CREAM ZERO -ZONE RMZC30 - OU DIMENSIONS OF REFRIGERATED CASES ARE TO THE OUTERMOST POINTS OF THE CASES; ENDCAPS AND R03 72' M/D PRODUCE TYLER N6DL - BUMPERS ARE CONSIDERED PART OF THE .CASE; WHERE R10 24' MEDIUM TEMP CAKE KYSOR B31-UN -�,o THEY OCCUR. DIMENSIONS ON THE FIXTURE PLANS ARE FOR LAYOUT OF OWNER -FURNISHED ITEMS ONLY AND ARE NOT TO BE USED FOR LOCATION OF WALLS R11 16' DELI PROMO ISLAND HILL PHOENIX 03IMB - I I "00 ;� I p I CONTRACTOR -BUILT ITEMS R12 6' SERVICE FROZEN SEAFOOD TYLER NFL AND OTHER UIL ' SERVICE SEAFOOD TYLER NFF I I , � . _; T COOLER/FREEZER ROOM, PANELS WHICH .ARE EXPOSED R13 8 E � � ` �. TO THE DELI WORK ROOM BAKERY DRY PRODUCE RE: SPECIFICATIONS DING COOLER ARE 0 R35 108' DUAL/MED TEMP COFFIN TYLER NFJ/NFJE _ _ - - - - - - - - - - - _ - _ _ - - - _ _ _ - - _ _ - - - - - _ 1 PREP, MEAT PREP, AND MEAT HOLDING ° TO HAVE A WHITE ENAMEL FINISH. R37 80' M/D FRESH MEAT HELL PHOENIX OHMH - GA2.1 I - - - - - - - _ - - I _ _ _ i� _ _ _ ! _ _ _ _ _ F 3. REFRIGERATION CONTRACTOR SHALL FURNISH AND R38 204' M/D DELI OR DAIRY HILL PHOENIX 05DM i INSTALL STAINLESS STEEL TRIM ND CLOSE ANY GAPS ;I r p o I THAT ARE LEFT BETWEEN THE END CASES AND LONG R39 24' M/D DAIRY REAR LOAD HILL PHOENIX 05DR - I 1» 1» ; ;, 1 _ CASE RUNS AFTER THE CASES ARE SET IN THEIR FINAL 6 -52 11 -62 4; -3- 18' 0" 1" POSITION. R40 36' SERVICE DELI TYLER NLD I I R41 24' M/D BEER KYSOR D6L1-UN - i.. 45NLOW�'ROFILE „FLORAL FL013ATEGH RFC-LPr 1 H EAT =1I 1 72"x10 o�, I _ `12 M &' DOOR PRODUCE EQUIPMENT LEGEND I II € } I IN DELI COOLER b p SUPPLIED INSTALLED FINAL NO. QTY. DESCRIPTION MFR. OR SUPPLIER MODEL NO. gY BY CONNECT NOTES IU- 1 I P01 1 PRODUCE HAND SINK UNIVERSAL STAINLESSFMHS-1412 WM GC GC 3 f _ GC 3 P02 1 PRODUCE 3 COMP. SINK UNIVERSAL STAINLESS3N18-24-2D24 WM GC I 1 PO4 1 SCALE LABELER HOBART QUANTUM WM ES GC - N„ N III. � -- ;- - - —• - I j =h P05 1 WRAPPER WIN-HOLT WHSS-1 WM ES GC _ oil I } € I I 00 i i ii f- i f W / P07 1 PRODUCE MISTING SYSTEM BY WAL MART - WM RC GC Q I o\ SALES AREA a I� 1-1,z 1 II I ? ~ PR 36"x84" I € _ \ P08 1 96" X 30" S.S. TABLE UNIVERSAL STAINLESS8-SLSB-30 WM - - 3 ( z ` I o=1 11= f 0 OOR P09 7 PRODUCE STORAGE RACKS RIDG-U-RAK RFU WM - - 2 € F- I 8 W t o _ :.......,_.,.,..,,, MEAT PREP EQUIPMENT LEGEND ; I N z ; N; o I WC SUPPLIED INSTALLED( FINAL I o! 7:4 � 0 I o N0. QTY. DESCRIPTION MFR. OR SUPPLIER MODEL NO. BY BY CONNECT NOTES m 0 ; _ o; _ I FLOOR , o M01 1 MEAT PREP HAND SINK UNIVERSAL STAINLESSFMHS-1412 WM GC GC 3 I I ! ! ( Oil i� SANITIZER M02 1 MEAT PREP 3-COMP. SINK UNIVERSAL STAINLESS3N-2028-2D20 WM GC GC 3 1 1 II n 10'H MEAT PREP M IX NFJE---------x Oo I M04 1 SCALER/LABELER HOBART ULTIMA 2000 WM ES GC - - I _ - - _ - I _ - - _ - _ _ ROOM - o M06 2 72" X 30" POLY TABLE UNIVERSAL STAINLESS6-MCTB-30 WM - - 3 ! _ M01 as M18 =_ I. I M07 1 SLICER HOBART 2812 WM ES GC M06 I 00 co d- M09 7 MEAT SHELVING UNIT RIDG-U-RAK RFU WM WM - 2 - N 1 CUBER TENDERIZER HOBART 403 WM ES GC - ` 14'-53" I M13 / I 4 ��. (f ;n ._.,.,.\y._,,.,,,,... ,::.....,,..`� 2DOOR � : TYP I i M06 M14 1 HAND WRAP STATION HOBART HWS-4 WM ES GC - 6, , , M 13 - M 14 ivi17 i MEAT SAW HOBART 6614 WM ES GC L d M18 M 18 2 BOAT RACK BY WAL MART - WDA - - - - \�--- -- \-- --� --( \ l \ r--- I \I \-- - I \ I 14t - RWMC _J_4--"-- --------------RMZC�O_3 ---- RMZC30-1 -- RML030- l SERVICE DELI EQUIPMENT LEGEND �, "� l I I m i R01: 72' M/D REA I HLL_-IN FREEZER , ( I STOCKROOM SUPPLIED INSTALLED FINAL f I) P 30 x 0 I 1 I R 9 ° NO. QTY. I DESCRIPTION MFR. OR SUPPLIER MODEL NO. NOTES I ; -____________ ' BY BY CONNECT T,, DOOR 60 x96 ' NFJFi - 00 _ DOOR _ I D01 2 DELI HAND SINK UNIVERSAL STAINLESS FMHS-1412 WM GC GC 3 io R01: 72' M/D REA H-IN FREEZER 0 0�� I �" Q HOLDING s RPAZC30-4 RMZ�30-5 RMZC30-5 RMZC30-5 IRMZC30-5 RMZC30-4 L ;; W I1 1O'H MEAT H III ° D02 1 DELI 3-COMPARTMENT SINK UNIVERSAL STAINLESS3N-2028-2D20 WM GC GC 3 1 II I 1 _ COOLER U NTUM WM ES GC - A 3„ _ 1„ 1 D04 4 SCALE /LABELER HOBART Q _ 00 -11 73 -0- 11 Lr- D05 1 WRAPPER WIN-HOLT WHSS-1 WM ES GC - I 4 I LL_00 " 9'-3" \" �;: 8 - 9 0 7„ D06 1 72" X 30" S.S. TABLE UNIVERSAL STAINLESS6SLSB30 WM - - 3 o ° IN WM ES GC - o d- OBART 2812----------------------- - -- -------------------------- --- ---------------------------------- ------------------------ - ------ -----------------_- D07 4 SLICER H v \ o -------------- RMZC36=4 �FdZC30- f�MZC30- RMZC30- -�MZC 4 RM 03 0 - ' I � Q Cn „ I N , 'z tW-z 1 0l p ���I D08 2 96' X 30 S.S. TABLE UNIVERSAL STAINLESS8SLS830 WM - - 3 R01: 72 M D REA H-IN FREEZER ,1 <' ;; o I o LL ;; I om ¢moo. D09 8 DELI SHELVING UNITS RIDG-U-RAK RFU WM WM - 2 n 1 ` ' q , I W w 0 I _ 1M I p D�- 11 o w-' cn��< 0 m D10 1 72" X 30" S.S. TBL/NO BKSP. UNIVERSAL STAINLESS6SLC30 WM - - 3 00 1 o ,�-t �' o = N o R01: 72 M/D REA H-IN FREEZER o o I o W cn - - c a RlAZC30-4 RMZC30-5 RMZC30-5 �RMZC30-5 RMZC30 _5 I MZC30-- tY W N T 0 W D11 1 48 X 30 S.S. TBL/NO BKSP. UNIVERSAL STAINL ES 4SLC30 WM 3 _ -- --- ---------------------- -------------------------- RMZC --- ---------------------------------- --- ---- I it Iz o W J i i r ( C D12 1 48" X 30" S.S. TABLE UNIVERSAL STAINLESS4SLSB30 WM - - 3 - - - " - U - -� �- �2) _ _ , ,,, — 3 D16'ff NOT USED v \: _ - - - -E2- - 04" I 11- ' N v 11 "' I _ f3' 7 N _ - IZ ; „ 42 x84" I D26 1 FRYER ELECTRIC GILES EOF-20 WM ES GC` DOORS D27 2 FRYER - ELECTRIC GILES EOF-24 WM ` ES'+ GC FLo ` ?---------------i�M7Co=4 ----------------------R�iZC�ff=-----------------------RFd2i �6=----------------------RFd2C�b=5----------------------RZ�30=---------------�FM7C3a=4 I NFJE = jl SANITIZER D28 1 FILTER AND DUMP STATION GILES EOF-FFLT WM DES„> GC --------------- <"'-1°0 S14 _ I I R01: 72' M/D REACH IN ICE CREAM ! j SEAFOOD S01 D53 1 DOUBLE ROTISSERIE HICKORY N/10.10E WM ES GC - ,=;N - _-,,,,,.PREP_ C 7 i i� 5 1. 8' HOT FOOD PED. SERV CASE CUSTOM DELI'S DILW WM ES GC ?- 'I_ QQ r -- \ 00 2, >: ,. _.,,. w. ISTERS o W o ,`. w., „_.., _. _ 03: 7 M/D PROD CE W/M I 07 `' �'� `r46' MISC. GROCERY EQUIPMENT LEGEND ;�o N6DL-12 NI DL_12 N6DL_12 N6DL_12 N6DL-12 NgDL-12 I ------------------------------ - ----------------------------------------------------- ------------------------------ -' `SOS � S05 Do SUPPLIED INSTALLED FINAL NO. QTY. DESCRIPTION MFR. OR SUPPLIER MODEL N0. NOTES 73 -04 BY BY CONNECT _11 I 2 -11 I I li MG03 WALK-IN COOLERS/FREEZER KYSOR PANEL SYS. THERMA-STRUCT. OW ES - -: C° I ,�00� Sp _k o MG04 1 BALER CRAM -A -LOT 60 WM ES GC 4 I so 16 - 7 I MG05 1 COMPACTOR CRAM -A -LOT COM-ii WM ES GC 4 6' , S11 MG09 - FOOD SHELVING UNITS RIDG-U-RAK RFU WM WM - 2 I I a S10 MG10 1 R/O WATER FILTRATION SYSTE CULLIGAN - WM ES GC - SIN I -- - - - n, C 4 CULLIGAN WM ES GC I I I<�� I W MG11 1 R/0 WATER DISPENSER _ 0 0 MG12 20 GLASS MERCHANDISE DOORS ANTHONY 101 OW RC RC N I fi I - i N� it I i N ` P08 M013 20 36" DEEP GRAVITY SHELVING ANTHONY GFS OW RC - - I I I I \ `r' P09 DRY ( ( PRODUCE PO4 BAKERYEQUIPMENT LEGEND PREP N0. QTY. DESCRIPTION MFR. OR MODEL N0. SUPPLIED INSTALLED FINA CT NOTES I I \ SUPPLIER BY BY CONNECT n P01 B01 4 BAKERY HAND SINK UNIVERSAL STAINLESSFMHS-1412 WM GC GC 3 _ _ _ _ _ _ _ _ \'" r`• . ''` + `y'l``` ` • - _ _ _ - - B03M 1 POWER WASH SINK METCRAFT PS1975 WM ES GC - - - I - - C I 8„ #„ B04 1 SCALE / LABELER HOBART QUANTUM WM ES GC - I B06 2 72" X 30" S.S. TABLE UNIVERSAL STAINLESS 6-SLSB-30 WM - - 3 B07 1 BREAD SLICER; GRAVITY BERKEL GMB WM ES GC I B08 2 96" X 30" S.S. TABLE UNIVERSAL STAINLESS 8-SLSB-30 WM - - 3 `n _ 26-47' B09 9 BAKERY SHELVING UNITS RIDG-U-RAK RFU WM WM - 2 1» » » , 3» , l6 —92 5 -1118 5 -1038 2 -6- 8 -34" 21-6315'-1 4" B11 1 96" X 30" SS TABLE, NO BKSP UNIVERSAL STAINLESS 8SLC30 WM - - 3 B15 1 96" X 30" S.S. CABINET UNIVERSAL STAINLESS 8CBT-30BD WM - - 3 �________________ ________________ 415° D Y DISPLAY EDGE B16 1 96" X 30" S.S. CABINET UNIVERSAL STAINLESS8CBT-30BD WM - - 3 - r _ II WM WM GC - I 1211: 16' DELI PROMO i ---- ----------------- ------ --- --------,!', 2» 24'-4,> 2 -3- ISL ND �----' - ------------------- -- - B17 5 PASTRY CASE - �I 031MB 031M ' %-------------- B18 1 WASH RACK DISPLAY SPEC. - WM ES GC - _______________ ______________� 1 "BREAD R40: 8' SHELF; ; f' `11 DELI `------------------------------------------------------------------------------------------ -- B19 20 OVEN RACKS DISPLAY _SPEC. NSF WM - - --------------------------------------------------------------------------------------------- --- 10 D04 sF110 .I B24 - NOT USED - - - - - - r7� 20'-3" ¢�`� '' ;' O O v. ^.:.:------------------------------------------------------- - -- B24A - NOT USED - - - - - - i �� Off` �A OF` ------------- ---rx� 1 I ---- B31-UN-1 B31-UN-1 o O R40. I ERV. R10: 24' ME . TEMP CAKE »,.,,,. ...,B25 - NOT USED - - - - - - r- ------------- ---------------------------�O B26 1 ICING TABLE BELSHAW H & I - 2 WM ES GC - -` IEE f'f FILLER D04 - 1----------------------------- ' ------------------ ; ,.,,.......,. --���----------- rf-Bn = MOP SINK � o FLOOR N SANITIZER a- 17'-4" DOOR 2 I � _ I B 62 00 0 z:< • I t' o w .__I E E C 0 m PANELS( 2 € I rn B35G 1 RACK OVEN, DOUBLE (GAS) HOBAR I H0210G2 :, WM ES GC - � 0 _ CAKE DECORATING ----- ------------- - , R38: 20 M D DELI _,,.,:.°;-;-------------------------------- D06 D-- D08 B01 I B49A B49 B36 1 PROOF BOX, 4 RACK HOBART HP2-24;°,..,..:.,.`:: WM ES GC - `< II D01 1 1 a n I B01 B.45 - ,... NQT USED w... w., _., - - - - D534 I® „ I B N N N N � p 5 E �8.15 B16. 01•`_ B49 1 PRE -FRIED DONUT ` TYP r— > ,< :., .,�>,,,...._.:<>_.,..�_ .,., I wom,.,,, 10 H ,DELI Li 09 B09 SYSTEM W/ THERMOLIZER BELSHAW^" TG-50, '7Z-'6 " WM ES GC - 2 COOLER 42"x84" FLOOR D01 g03M B01 a' 849A 1 UPRIGHT THERMOLIZER BELSHAW TZ-17 WM ES GC - m �w DOOR SANITIZER ; 7'_6" I AI-;; I ^m..,..._�. �$ _ BAKERY SEAFOOD EQUIPMENT LEGEND ii D09 TYP =< 48„ 90„ II _ _ D11 x SUPPLIED INSTALLED FINAL ! I I = D09 TYP ,,=:�______�__TF::� ______ \:,> ' DOORo NO. QTY. DESCRIPTION MFR. OR SUPPLIER MODEL NO. gY BY CONNECT NOTES li DELI PREP `;" , ; F-_BBll • 19 g19 i o I 0 10'H DELI I , 0 S01 1 SEAFOOD HANDSINK UNIVERSAL STAINLESSFMHS-1412 WM GC GC 3 42 x84 F�------- - I FRiEE;Z< ER DIOOR` rT ( I >>- <-, -#; 10 , HI - >>- 5-,. I1 `-- I --FUTURE B35G3 S03 1 SEAFOOD SINK UNIVERSAL STAINLES FDS2030-LD24 WM GC GC D02 z _6BAKERY; B35 I o COOLER!" SO4 2 SCALE LABELER HOBART QUANTUM WM ES =D12 : B08 O C(15 1 F)ICPngAl ill-CI�ILC- ER4T(1R CC-15(1 IhI�A Gr GC - N S06 1 72" X 30" POLY TABLE UNIVERSAL STAINLESS 6-MCT-30 WM GC - 3 1'- I 2 15'-0„ I L_ S09 8 SEAFOOD SHELVING UNIT WIN-HOLT - WM - - " 1�'-9 S10 1 ICE FLAKER HOWE 1000RL WM RC GC ; I a S13 1 SQUARE LOBSTER TANK MARINELAND ML-23BW WM RC GCiD - 0 o S14 1 LOBSTER STEAMER W/ STAND HOBART HSF3 WM ` ES f GC - Lu j EQUIPMENT NOTES f ` ``.; ABBREVIATION KEY 4 3.8 2 j 1. REF SHEET Al FOR LOCATION OF FLORAL CASE ES - EQUIPMENT SUPPLIER E L GC - GENERAL CONTRACTOR ° 2. SHELVING UNITS USED IN WALK-IN COOLERS/FREEZERS TO BE NSF APPROVED; ACTUAL QUANTITY TO BE "? DETERMINED BY WAL-MART WM - WAL-MART Q 3. WAL-MART TO SUBSTITUTE S.S. FIXTURES BY WIN -HOLY IN THE FOLLOWING STATES: AL, AR, CT, DE, IARC - REFRIGERATION CONTRACTOR FRONT GROCERY FIXTURE PLAN r� (0 IL, IN, KY, LA, MA, MD, ME, MI, MN, MO, MS, NH, NJ, NM, NY, OH, PA, RI, TN, TX, VT, WI, WV OW -OWNER 1/8"=1'-0" 022301 GA020-001-f 0 O 0 4. REF SHEET A6.1 FOR LOCATION OF BALER AND COMPACTOR 0� 60"x90" DOOR 0 CID o 1� B09 TYP 1O'H BAKERY FREEZER MG03 - TYP 30'-0" N N �✓ a N (D O � En X:z ram. w 0 0 QMQ tW-g OwE =N coU)M QU 1 W �_ �o>, !n �oLL �o aZ 4 ZQ D L,.� Z<<I-§i6FN z�6 LLJ Qa=5L,00oa�Z3 OW 0-(1)<���x��Na>- Z t= Q0ozevooti"aw w�Qow&oo�0 3v ZaZawZa vi~ �oJ �Z < ¢ FU?N Z wQ. O UON . Llj d. U) z� M rLDF� i _ lN-fnO J�Q fn QR M<Q _ Q: E- C CD O � W ® o O C\2 to 0 ISSUE BLOCK /�� 04/25/03 C C D #1 A2 07/10/03 CCD #4 CHECKED BY: s: DRAWN BY: E K / LAH FILE NAME: 192-GA020 PROTO CYCLE: 092801 DOCUMENT DATE: 11 /16/01 SHEET: GA2-A � SEAFOOD SERVICE CASES BY WAL-MART BACK RAIL OF CASE; REFRIGERATION CONTRACTOR QUARRY TILE TO SHIM AS REQD FEATHER MORTAR BED 1/2" FOR POSITIVE DRAINAGE FROM CURB TO DRAIN CASE CONDENSATION DRAIN PIPE BY REFRIGERATION BULLNOSE CONTRACTOR QUARRY TILE FLUSH WITH DRAIN GRATE; CHIP SLAB SEALANT AS REQD � � -#4 BAR CONTINUOUS ' o ' �--- 12^ O.C. /\ . . �.��. ..^. PLUMBING—' . ` . . \ ` � .. � 3 o � SL0P[---=- iSECTION AT SEAFOOD DRAIN 14 1"=V-0" 122702 C\GA050-017 )_ ^ �-----_r----------T-- / \ / i DRAIN AT I SALES FLOO59 NOTE: CONCRETE CURBS ARE TO BE FORMED AFTER WALLS, COOLERS, ETC ARE IN PLACE, USING FACE OF WALL OR BOX AS SIDE FORM, PROVIDE WATERPROOFING PER 1-GA5.1 ALL DRAINS AND CLEANOUT3 ON THE SALES FLOOR ARE TO BE COOLER BOX AND FLUSH WITH THE TOP OF CONC UUUR BY OWNER SLAB; DO NOT SLOPE FLOOR TO 6"x6" CONCRETE THESE DRAINS CURB; REF 1-GA5.1 71, lit CD F CASz% E Ze�'%> - / "| i. ' � �' ' l 4'0 BOLT MOUNTED P|PE---- BOLLARD; REF 0-GA5 SINGLE ACTING FREEZER DOOR , 1'-0° O X 16 CA METAL STUDS ON EACH END W/ CONTTRACK AT BOTTOM AND AT TOP JUST ABOVE BEND OF REFRIGERATION LINES 1/2" CD PLYWOOD ON 0 3-5/8" METAL STUDS; 7= EXTEND PLYWOOD 1" ROUND OFF TOP PAST T- - '-''- V) TERMINATE WHERE I 4 cl 1 1/4" GALV PLATE VERTICAL RISE OF 4'0 PIPE BOLLARD, WELD TO REFR LINES ENDS BASE PLATEWITH 3/4 | STEEL BAR; CONCRETE; | p5 )YELLOVV ���u |o �K���U�U cc < ANGLE " "- SCEDULE 40 PVC PIPE; > 0 METAL STUD TO MAINTAIN SET TOP OF PIPE 6" 2'-0" MAX STUD SPACING 0 cc BELOW FINISH FLOOR / FREEZER ~ AT OPPOSITE FLOOR CONCRETE CURB - " ' SLOPE 1 IN 20^ FLOOR � ROUND OFF TOP �� " ^ `Li " T0 THIS POINT FINISHED OPENING OF STEEL SLEEVE; GROUT / COOLER/FREEZER BOX 4" DIA PIPE BOLLARD; FILL AROUND BOLLARD VERTICAL REFRIGERATION ------ \_ OR STUD � '-LL CDRE DR|LL ALL BOLLARO5 `* " EXCEPT ON INTERIOR OFLINES MOUNTED TO 8"x8"x1 /2"THK BASE PLATE ��� `^ FREEZER BOX; BOLLARDS BOLTED TO CMU WALL AT ' WITH 1 " x 4^ LONG TO BE INSTALLED AFTER ' EXPANSION''' BOLTS WALLS ARE ERECTED - EXPANSION BOLTS; REF YELLOW co-i��/REFRIGERATION m | ' � CONCRETE FLOOR SLAB *' |~ CORNER OF WALL � / 8" D|A CORE DRILL FOR INTERIOR OF CONCRETE FILL FREEZER BOX ONLY | BOLT MOUNTED POI I ARF)q AT P_PPP7FP Rol I Ar?n PI ANq r.nRF nRII I Fn BnI LARD Pi YwnnD PIPF FNCI OSURF P I T A T r, H A!:� F WAI I ILJ 3:;4- =11-01) 092801 C\GA050-009 0 1/2"=V-0" 092801 C\GA050-008 �12 oll 092801 C\GA050-007 092801 C\GA050-006-r-' 1 11= V-0" 092801 C\GA050-005 RFF P|Amq REFRIGERATION PIT 1 = 1 _011 092801 C\GA050-00,3 /2" X 1- " X STEEL LE FRAMING CONT. AROUND REF STRUCTURAL DULE 48 PVC REFR|G. TUNNELS; TOP OF PVC AT G^ BELOW FF SLOPE DOWN 1^ PER 20' `RDS RISERS; REF SPOT 47l0NS ON GA1 AND GA1.1 FOUNDATION DETAILS SLAB AND REINFORCING FOR REFRIGERATED SUBSURFACE PREP NOTE C0NC FLOOR SLAB TRENCH SUBSURFACE TO 2" SCHEDULE 40 PVC REFRIGERATION BELOW BOTTOM OF PVC; FILL TUNNELS; SET TOP OF PVC AT 6" WITH GRANULAR MATERIAL BELOW FINISH FLOOR AND SLOPE DOWN 1" PER 20' TOWARDS RISERS; EMS CONDUIT (REF REF SPOT ELEVATIONS ON GA1 AND ELECTRICAL CONDUIT SUBSURFACE, REF FDN CASES TYP REFRIGERATION TRENCH FACE OF FREEZER (4) 2X12 PRESSURE TREATED BLOCKING AT PERIMETER EXTRUDED POLYSTYRENE RIGID INSULATION (2 LB cj 6 MIL POLYETHYLENE 2)-O'p VAPOR RETARDER WITH TAPED JOINTS INSULATED FREEZER SLAB 1B ill NOTE: CONCRETE CURBS ARE TO BE FORMED AFTER WALLS, COOLERS, ETC ARE IN PLACE, USING FACE OF WALL OR BOX AS SIDE FORM; PROVIDE WATERPROOFING PER 1-GA5.1 D. , 4"0 CORE -DRILLED PIPE BOLLARD' REF 7-GA5 REF 1-GA5.1 AND FLOOR PLANS FOR EXACT LOCATION METAL STUD BOX BEAM TO SPAN PIT OPENING /REF FOUNDATION DETAILS 1OO'-0^A& _/_ TAPED JOINTS INSULATED FREEZER SLAB AT EXTERIOR WALL HA )OLER/FREEZER BOX AND DOOR BY OWNER 4"0 CORE -DRILLED PIPE BOLLARD FOR COOLERS; REF 7-GA5 4^0 BOLT MOUNTED PIPE BOLLARD FOR FREEZERS; REF Q-CA5 3 5/8^ METAL STUDS AT 16^ OC W/ 1/2" CD PLYWOOD 12'-0" H SCHEDULE 40 PVC PIPE -` REFRIGERATION LINES; REF REFR REFRIGERATION P[7 REF STRUCTURAL AND 5-8A5 ~~� DOTTED AREA INDICATES ^ GALV STEEL COVER PLATE' TO BE INSTALLED FLUSH WITH TOP OF FLOOR SLAB AFTER REFRIGERATION LINES ARE IN TUNNEL' . PROVIDE HOLES ON EACH END 30 PLATE CAN BE LIFTED OUT am pel Fra'. !MIA � go Co.HASF WALL AT PIT � PRES3URE TREATED 3 AT PERIMETER; AT ` ,EN|NGS. CUT DOWN 3 3/4" AND NAIL ' OAK BLOCKING 0TH TOP OF SLAB \B REF RAL DRAWINGS D POLYSTYRENE 3ULAllON /2 LBS UC FOOT DEN3|TY1 6 MIL POLYETHYLENE VAPOR RETARDER WITH TAPED JOINTS ~' ''' ----'xLr ruunu*||un PLAN FOR SLAB AND RE|NF INSULATED FREEZER PAD ME ISSUE BLOCK DRAWN BY: EK/L�H FILE NAME: 192-GA050 DOCUMENT DATE: 11/16/01 GROCERY DETAILS DRAWN BY: EK/L�H FILE NAME: 192-GA050 DOCUMENT DATE: 11/16/01 GROCERY DETAILS GENERAL NOTES .KEYNOTES a,, J A Y`-,-.---"�'--,,-,-',`">'"-'°R---�'r'--l'--I"-,,,,",,,---`",,"--"'''""-,.'-"",,--"-,,-'-"`'-,-,--" , *-I 1. THE NATURAL GAS (DEMAND SHOWN IN CUBIC 4. PROVIDE TRAP SEAL PRIMERS AT ALL DRAINS AS FEET PER HOUR CFH IS BASED ON A HEATING REQUIRED BY AUTHORITY HAVING JURISDICTION. 15.100 ROUTE WATER R LINE THROUGH ROOF JOIST ( ) SPACE. COORDINATE WITH HVAC AND e VALUE OF 1000 BTU PER CUBIC FOOT AND OTHER TRADES PRIOR TO INSTALLATION. 2" IRRIGATION WATER SPECIFIC GRAVITY -0F 0.6. CONTACT LOCAL 5. PROVIDE ACCESS DOORS TO VALVES THAT ARE SUPPLY-, UTILITY FOR EXACT LOCATION AND SIZE OF GAS NOT READILY ACCESSIBLE. 15.101 COORDINATE 3" DOMESTIC WATER METER, GAS PRESSURE, SIZE AND TYPE OF SERVICE AND WATER METER WITH ' I E/ PIPING AND VALVES REQUIRED FOR CONNECTION 6. INSTALL VTR'S A MINIMUM OF 60" FROM AUTHORITY HAVING JURISDICTION AND \ TO METER. PARAPET WALL AND A MINIMUM OF 10'-0" FROM CIVIL DRAWINGS. PROVIDE PRESSURE _ � - REGULATOR ON DOWNSTREAM SIDE OF 1 \ WCO ROOFTOP EQUIPMENT WITH OUTSIDE AIR INTAKE. BACKFLOW PREVENTER. SET REGULATOR a ` 1 2. SANITARY SEWER PIPING SHOWN IS BASED ON 4 5 - �3"VTR ' TO 55 PSI. REFER TO SPECIALTY �1 / 1/4' PER FOOT FALL FOR ALL PIPING 3" AND 7. REFER TO RISER DIAGRAMS AND PLUMBING GP2 GP5 �2' WATER IRRIGATION SS—. SMALLER AND 1/8" PER FOOT FALL FOR ALL FIXTURE SCHEDULES FOR ALL PIPING AND PIPE PLUMBING FIXTURE SCHEDULE. 4" SUMP . SERVICE WITH MAIN IFD11� I REF CIVIL 2 PUMP P2Pi . SHUT-OFF AT i 4» 4 PIPING 4 AND LARGER. COORDINATE BUILDING SIZES NOT SHOWN ON PLAN. 15.104 3/4" CW DOWN TO AQUARIUM HOSE DRAWINGS DISCHARGE B.3 � - __',-,. ` �._`.. `_ __,_ _. '.` ...._.ter ' _ >q . SEWER LOCATION AND INVERT ELEVATION WITH 48 AFF . - .:, -- - -" "--"- 8. FOR PIPING ROUTED ON EXTERIOR WALLS, ROUTE BIBB AT 12" AFF. PROVIDE SHUT-OFF REF 7-P4 CIVIL DRAWINGS. = — I rI I .; I VALVE WITH PRESSURE TYPE VACUUM o / .,.•�_1_v 1_11:i 'I 12 11 2 -0 PIPING ON THE INTERIOR SIDE OF INSULATED I _�_ N , WALL TO PROVIDE FREEZE PROTECTION. BREAKER 60 AFF. ! � I , 2'-9,) ;I, I 1 FPWH REF CIVIL 3. LOCATIONS OF FLOOR CLEANOUTS HAVE BEEN %c� ( I ( 1'°'" °'°° °; F rlll�,V-- ,,,, .�-�,,,,,,,,s _i ' "` .E .COORDINATED WITH MERCHANDISE PLAN. LOCATE 2" IW TO GARDEN 1 1 /2" IW TO RAINBIRD REF 2-P4 DRAWINGS PER DIMENSIONS SHOWN ON PLANS. ADJUST 9. NEUTRALIZATION WALLS ARE SHOWN ON THE I ` .».•> -,1_ I 1. CENTER HOSEREELS IRRIGATION SYSTEM I ARCHITECTURAL DRAWINGS. REFER TO » --I.... r W =.5 =w -- »,r.:,,.;�,,...,",,, 4 SUMP PUMP CLEANOUT COVERS FLUSH WITH FINISHED FLOOR. 6 TWO-WAY - w. ^ M � REF 6-P3 & 7-P3 REF 6-P3 & 7-P3 ! ,"'"""'" ,! P2 DISCHARGE NEUTRALIZATION WALL PENETRATION DETAIL. I I I It, /,g,-,:,,,,'.—.. �.r >",_ a , . �''" r-r--ti i i } �{F 'r 3#j } .k_...i', .y,:.,w+'«.r,a=..v.,�+�'°.�..,s+'""w...:.'�'`:..�. .�..,.+''.._: ,.� «...:, .,..>,''>,w....,I`.,.. °'.<-.,...>+�'"v..w.....%',.�., ...,.�`•'�.,.,.'',.,,.. '": »„_.•d' N #,,... '+—.:. ° N — , .J p s ! ' f 11 REF 7-P4 CLEANOUT INVERT IIi+ S s t _ ' J ELEVATION 93.00 ;! f I= MECHANICAL CLOSET I REF CIVIL DRAWINGS 4" DRAIN FROM ( =,a; :y _ .r...., _.. _.... ' i �__ ; DRAI FRO r° CK WELL if i, 4' N M TRU A ,, s N � `i TRUCK WELL11 __ , 3 4 �. _ .-, i PLUMBING PLAN , -_ _1 - i. li, i:j . ,4,,:._ ,.... .. .. a 114' 6" 55'-8" 90'-7" r,3 I f 2 1/8 = 1 -0 I I 'If .._ _ - II( _�v Ii j, ' I - 12 DOWN THRU SLAB " ' I } „ �Y ^I ;, _ WITH CLEANOUT AT ( 11;I I i ? . q 3 212 - 5 1 6 cn Iq I: a 1° I ! # 18 AFF TYP OF 6 1 i " Il i' i€I 3/4'- "i� 6" I pl. t o }. C s 15.3 14 11 13 ! , _ _..- 10 9 8 7 6 5 4 , 1. - _ -,x 3 I HOLD ROOF DRAIN ;' , s REF CIVIL ROUTE PIPING AS » 12 UP TO i , 12 OVERFLOW STORMLINE F i ,", I ,,... ,, �'; ` DRAWINGS TYP HIGH AS POSSIBLE i 3 DOMESTIC WATER i I ( I == LEADERS AS HIGH i _._,._-_ _: '3 ,F-� » °� �. I i 3 IN JOIST SPACE i §AND 8" FIRE SERVICE OVERFLOW I 1 I TERMINATE THRU WALL HIGH i 1 1 I 3 AS POSSIBLE TYP I # ROOF -DRAIN ( TYP OF 6 GP2 GP5 1 ""'_ r „, .- j \ > I 'rTENTRANCES T P3 �j" 12 ),, ,,= - ,z .. ,`r .., --- ',,..-« -,r,,.-,,,---<,-_. ,.,. f ... , ... , , r •-..�., ( y II' }3 s } ABOVE DUCTWORK I 15.101 I i TYP OF 12 ` ' REF ARCH DRAWINGS =T I I r-, ; "'� ij j Ii ! i 3 0l EF CIVIL DRAWINGS a 12'i cn - « .0 `: t ; . ;i, ORD ,11 I I (1/2'/F L) REF 1-MP1 ,_ _ 1 R __ I ' ST 1. ,:; I I - o' cn I — ! `\ ;y --RD _. ST�-- —� / T FALL) TYP i r �. S _ — r ,112iL!Fi— _,. _,<. _ _ u .__ _ _ <.,. _w _. 1... _. _ - , . w_ _ ,.w , (3 i I i - - ( - 41P iq q { i °t! 7 , I , ! — is ,I — I I I �` 1 — i ' s ._.., ... � ' I g RD _ __. _ ,._.. __ _ _. f =: q Q-"'0— — ,2 e I » — ' l L ).x "".,r S f Fi r ;_. }_ ...a}..: ....a:. -__ �..a__........M. .._�_�.__.._ ..,_.�_..,.�....__.w_..<____.._._,,.___.__.,._._..__�_....-.._....� .i'f d I 1, i d.,_ .._ ____, - t w_ V ___.____, y i F 4 >,u ,,�,,,r-. ---_-- - ---i -----_--_— -- 3 t _i y 33 i 4 3 i f 2» ! I 3 ,._ a , , ., u I IiI I I ) I 12 ,, ,8 I I i 1 { I 11 12 UP TO I b -°- f } € i i ( 2 1 /2 �.. I I j -s 'j' i =I ROOF DRAIN I '' � r 3'I I !II !. �, ' I 2 1 /2 _- I ,;: i 1 f ; .x 1 t°' I Iit I _.,. w.s , w t> 1 P is i q jP e_ ____ ,>_., _._. . ., . _.,,.. d B 12 � ....,y 5 I }'.>% i; , ! ! ! REF 1 MP1 `' ° f I1: I t F P: Nrr . I �; e — 1 a q� _s •,,j ,: 7 I n 1 : 9 > I !: f:,.x iYi ?:, li :i -k E 3Y ?; f3 i, 4 �' f 11 I } I . 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FUTURE SIDEWALL SWITCHE # g # f _ 16 ' 14 , WP GFI; L2D2 1 j 12 ' i W_P, F £ L2D2 I J x +40"i GFI PIGTAIL AT EACH END,; DO I _... s s.., ; I ":. # I r r —J r I ' I z 1 , 1 # � •r 10 i POW_ LASER _..__.._ NOT CONNECT TO BREP,KER a -0 w. ,_ _,. .` i } ,_ L2D2 a W R - I f, F f _ ._ I # : GENERAI R S� I _ _ :_. _._._._,... _. ).., # ._ ... - - -- # 1� �. e F _ F f F 3 �i I AN i t i VOICE/DATA LASER PRINTER I 30 : i # I � VOICE DATA # t- I I ' r � VOICE/DATA DATA � / � GENERAL POWER ': GENERAL POWER r #{ t ;a x s L2D2 GENERAL POW R I °F #: l VOICE/.DATA' VOICE/DATA CONDUIT SLEEVE~- ,' : 9 E ! 9 } 4f• ( # is #+ CPU, CPU If CPU # CPU; I; CPU CPU 00 00 I t I# , ,> 1 CONDUIT WITH PULL WIRE F I, # '' REFRIGERATOR , » , „ » „» 1,_8„ » „ T s ; 1 -0 1 -6 2 -10 1 -8 2'- 6 3'- 2 1 8 1 -10 1 -10 —J, s i i =F FOR FUTURE SIDEWALL WIRING 3 WP, GFI 4 # • REFRIGERATOR -1'-4" _ , , ; J p ; , i =i§x _ iPHARMACY I 30 - r- 5 1 0503 ERX02L 1 3 10 i ,# y f I 2 � 4 it >.....-.._. <..,...,--,._..._.... ,._ ,.,.. F .,..,.. 3 "f .._,, .._,,......« f i........-, ... _.. .�.� __•- -. - F __ s i _ i J WP, GFI; AT TRUSS TYP OF 3 z.,,,,_ WP, AT BOTTOM OF STRUCTURE !FOR FUTURE RETRACTABLE SIDEWALL 1643�11 I 7 l �(PAFT. 2/3) ;i REF1-E21O1 TYPfOF 4 TYP#F_!9 yl-J L2D1 e e JJ. J. 18 # L2D2 , FAN -RECEPTACLE-1 AT'°STRUCTURE`; �_,...y..,1 COORDINATE LOCATION W TH !GREENHOUSE s i ?1! VENDOR TYPOF2 ! ii }} i I j3 jj SS ! CANOPY POWER PLAN 4 1/8" = 1'-0" 10 Iw_,•.•,_.._�_.,` I� ! �fr s ! 3 ! 7 t pk i I I �„ :, n...,°.... _ ,.,-._MI _ ,.,_m...............w.u_._„r.__.....,...,-_...._._.,....�..._,..-......�,._e....._-__..__.., ...»e._.., ...,..�_..-._.-.v...,�_.—. ._..,_.,._,._mod_.,.. .... .—._._F v.,. w 1 _II I J ' ' _ ...-, -_ . _ J yt r . . W x, _ J 6 I . ._, .�. J WH +24» q?>, 20 H2B 5 .. y } ,96 F �., (f 3 In All 18 IO LHC 1 # LHC TYP 16.460� {, jAUDIO, 2 # # NEMA: +96" LHCPN +48" 14-30R, +48" 14 I LHC ! I 6 ! F 1 LHC L EXTEND TO CABLE # a yUTILITYF'6I.-_65 21• PANEL 13 # 16.221 i LHC ' .I- .I14 I u LHC10 J 2123�t �_ �.� «_ J i b 3 r( LHC r' ! [ "16.4.60 _.A^�-.n`:�.�..:..,x...,A.:--,.:_�-�.-_:..:,r _ �✓r. � .re::..::— �._... .� ....., �,,. I E 3 I 0' � F � a f TIT EF �u_TM. I i I I TYP C.___,­ ," # ` L_ I �16.460 'J ` = ` _ �• 15 --' - _j FLUSH 1UUNT IN I LHC SALON CEILING FOR TV ' LHC 1719 ° LHC LHC 12 I .,, r. ,. 1 11 TYP 16.460 # L _ La_ _ , - � ! J- _ _J i 7 9 7 ;+ COFFEE MAKER 28 L2D2 - RAIN BIRD ­I EMO J_.— COMM,UNICATIQN.S , PHARMACY POWER PLAN. 1/4" = 1'-O" EXTEND TO CABLE TRAY X Q 8 # # , n j T I d0 } OPTICAL SALES j JB AT STRUCTURE i 16" FOR POWER POLE # TYP OF 10` r" OPTICAL FU SALES J LVC LVC w ' LVC LVCry f �p '•,..,,E...,::.-'3......>.PEA.✓:,k,.,.,J,:....+'*.:....✓h_.,,�=�"...uPr=,,.....,.�....=:..,�'...:,t..,,.,�F..,N°'"..:.a�'....,,r'.,_.,a :,� �'�...'"�,._.!- ..,t'=„�,• j5j II �... _ �- µt__ _ 3 5 I 5 WAITING - (p l AREA I S � O X -#•-�- "I < V (J PANEL {{, I LVC ADJUSTMENT +54'-' ; +72" X Q # 1 I +12" i i # +12" f ®i I� I GFI w # EXAM #1 i 16.451 � i +12" !N +12"� PRETEST +12 { 12" I # I LVC2 +12" ! III 4-E1.1 11 ; 5 4 ;I CONTACT # A 2 I 1 I EXAM # ii 11 3 # # I 9 LVC+12" 16.451 +12" i I _ � M y �W GFI _..+44 -LVC -- rZ. VISION CENTER POWER PLAN-- I KEYNOTES 16.020 PROVIDE PORCELAIN KEYLESS FIXTURE AND 10OW A-19 ROUGH SERVICE LAMP. 16.221 SURFACE MOUNT JUNCTION BOX WITH BLANK COVER PLATE 6" ABOVE CEILING FOR SIGNAGE. 16.228INSTALL RECEPTACLE IN UPPER RIGHT HAND CORNER OF PROVIDED DATA ENCLOSURE. 16.410 COUNTER MOUNTED RECEPTACLES: STUB OUT OF WALL AT +8". ROUTE FLEXIBLE METAL CONDUITS ALONG BACK WALL OF CABINET. MOUNT DEVICES WITHIN CABINET AT +8 VERIFY LOCATIONS WITH STORE PLANNING SETUP SUPERVISOR. . 16.412 AUTOMATIC LAVATORY, URINAL AND WATER CLOSET CONTROLS: PROVIDE JUNCTION -BOXES, CONDUITS, LOW VOLTAGE WIRING AND RECEPTACLES AS REQUIRED. COORDINATE EXACT LOCATIONS AND REQUIREMENTS WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION. 16.430 AIR FLOW FAN RECEPTACLE: MOUNT ON TRUSS ABOVE FAN. 16.431 PORTABLE CHECKOUTS: PROVIDE NEMA 3R JUNCTION BOX ON BOTTOM OF TRUSS. INSTALL WEATHERPROOF PIG TAIL CONNECTORS. 16.451 PROVIDE EMT WITH PROPERLY INSTALLED COMPRESSION OR SET -SCREW TYPE FITTINGS AND AN INSULATED EQUIPMENT GROUNDING CONDUCTOR FOR ALL RACEWAYS SERVING THIS ROOM TO COMPLY WITH NEC, HEALTH CARE FACILITIES. 16.460 PROVIDE JUNCTION BOX ABOVE CEILING, 1/2" CONDUIT DOWN INSIDE WALL AND TRANSITION TO 1 /2" FLEXIBLE METAL CONDUIT EXTENDING 24" OUT FROM WALL FOR CONNECTION TO QUADRUPLEX RECEPTACLE AND BOX ON INSIDE OF STYLING BAR. VERIFY ACTUAL LOCATION WITH TENANT. 16.603 PROVIDE RECESSED ALARM JUNCTION BOX (WITH VERTICAL RACEWAY) AT +80". (UNLESS NOTED OTHERWISE). 16.650 CONDUIT SLEEVE: PROVIDE 1-1/2" CONDUIT) SLEEVE WITH BUSHINGS ABOVE BAR JOIST a (UNLESS NOTED OTHERWISE). , 16.653 CONDUIT SLEEVE: PROVIDE 2" CONDUIT (WITH PULL WIRE) FROM 8" BELOW CEILING s TO 12" ABOVE CEILING, TURN 90 DEGREES AND EXTEND TO NEAREST ACCESSIBLE CEILING SPACE TERMINATE WITH BUSHING t A w ~ oo� 0 QZ Wf� Wz¢ 7d�Z<< o:u ZUz QL1 �tD�t,,,�y7��JWt7�W rl_I-�XC1>_vw rQi z a�oQoF-�2o�W 0� WF�-s WoJwW,0=O o UWgWaaN�i-O4'QOU=ZW�ZU �Q Fozov-iz-o-o�ZWmo- aoQ Oww�w QQUHW�F ZOo�W F- W W U 0wW xui LW ZL 3r= li� U:UWZ� ISSUE BLOCK 1 08/13/02 REV. #8 2 04/25/03 CCD #1 3 07/10/03 CCD. #4 CHECKED BY: DRAWN BY: FILE NAME: E2.3 PROTO CYCLE: 092801 DOCUMENT DATE: 11 /16/01 ENLARGED POWER PLANS SHEET: E 2. 3 L. w ' MOVABLE RA;CK._:JB S AND#;,CORD. _SET (FURNISHED WITH UNITS). MOUNT= `ATE+48" ,AND CONNECT TO ;JB JAS SHOWN. TYP; OF 6 +48" FOR MOVABLE RACKS. TYP, OF1 2 0 I UE LPO WER L P AN €; k , SILVER --RECOVERY_ _>._ a_ P iiij _ I+8" ._GFI � .�a FURNISHED POWER POLE; 13I1 CONNECT FURNISHED CORD AND P ' -LPL �� PLUG TO EQUIPMENT. MAKE FINAL CONNECTIONS TO POWER t ` REFRIGERATOR ---I_ POLE, RECEPTACLES, CORD AND 2 PLUG AS REQUIRED I � s , LPL O— € i HORIZONTAL CHASE 10 . _, ns !_a FILM PROCESSOR LPL_ _`5 _.LPL 4 LPL LPL 12 }�—MOUNT ON HORIZONTAL CHASE ;LPL P € , PROVIDE 30A 2 POLE, 3 WIRE TWIST) f i € 14 _ SOCK RECEPTACLE, BOX, PLUG AND) LPL. CORD. MOUNT ON HOR ZONTAL ' w,. _ P j CF J I CHASE. LPL, INSTALL ° PANEL IC CABINET LPL FURNISHED CEILING (FAN , �, '€ `t ' J SCAN STATION SWITCH y ,` J € ,INSTALL FURNISHED PROVIDE 50A 2 POLE, 3--WIRE--TWIST'-­-1 - CEILING FAN { LOCK RECEPTACLE, BOX, PLUG AND CORD, MOUNT ON HORIZONTAL 3 CHASE 4 OUNT ON HORIZONTAL CHASE I DIGITAL PRINTER LPL LPL LPL- 6 15 9 16.413 I ;COPYI s ; PRINT F STATION ; a �< -!-9r,," TYD AT r`!l11N1TF17 11 LPL OUTLET BOX PRE —INSTALLED BY CABINET ZQ MANUFACTURER. PROVIDE P RECEPTACLE, COVERPLATE, AND CIRCUITRY. ROUTE ALL CIRCUITRY THROUGH COUNTERS AND WALLS UNLESS NOTED OTHERWISE i €g DIGITAL CENTER _.3'`s.._.+5�..,J*..a.�"=..,,.i :w. J'...✓":_..j''._.•..n,l'`s»J w_,s`,..,..I',.>..++'r,,.e,,,{`.�.t'�_>�:....a-J ..ter" �..a-"�"' ...a``` � t::,.,,,.�J3,.. PHOTO LAB POWER PLAN 1/4" = V-0" 2, TELEPHONE CHASE v GROUND CHASE f.y„,_e,..:>_,...-..+":.J""'a,✓.yir-Lyr..,y.....yµ:.'V'°"..o.,yafr,.�w..y.,,.,V",,,� i g k (2) 4" TELEPHONE SERVICE F ­` Y IRE ALARM JACKBOARD 36"x36" DEDICATED i`.,.'--.-�t�r:,��..s'z...,s.,....a,,.��r�o..ri.f+a.r...a.'•.,.�a i! EQUALLY SPACED 2 SPACE FOR UPS 7 ISITE 24" APART E.3 �� ` I TYP „ � .,..,__-- = SITE E 3 1 FOR REMOTE LIGHTING TYP OF 5 s .,- k,ia " ; 16.613 TAMPER DEVICE7 ' i _ a 1 16.652 LPL BRKR LIGHTING SPRINKLER 2 REF 1—E1.2 y���� I r , � LOC{ L TELEPHONE .� REF 1—E1 2 INSECT RISERS E3 FIRE MAIN 1 �V 12 X12 SURFACE MOUNTED`' "`'° _I �.... 1'—O" t _._ GOM,P_ANY BACKBOARD"" J i CONTROL +96" s SUPERVISORY `( _ HINGED ENCLOSURE - `"' N , s N _�. I _ w,��.. ._ _ _ _ _ _a w__.� _. w ITCH.n ._, _,_ k_ k — _ 8 yyam�-- ..- »., ,i.u.,.._.... 1 y jfjy �y} ,a,,, :y r _ ,�, , ._. :............>. ,,.._„ '_. ' :ems.«:. A �;£' J `�1 Ir, a „ - ""=- 0 ' - r:s X :.,• ;,}'•:,=�-` . �=• 2 4 � -- ,_:..,.>......_ .__ s P �- .. 3 :, � f' �,i H1A H1B2 J„�__, r, ,. REF 2—GE2 +48 ,c'�12"Y r },y ti w �_._._.,� , a a d a d 3°; -5,� �PL s tr, r 16.650 Jam,, 4 ,- � J __�.w _ �� CLAIMStw, k a�; P 1 sI s _7 v► �L:,��`f MAIN MSB1v 11U a I. (PART /2) �i ,� # � _ , �:< ,,.� � ED C1 ''"� i LID r- y s 1 ! L1U s #Z_.!—. {E';i TELEPHONE EQUIPMENT' 16.220 L1D(' 2 MANAGEMENT OFFICE ;_ 1 — 7 3 [.,,—BACKBOARD r 39 : I'�BA 44 J J SPRINKLER 25 # :" .I UPC/MERCH 9 5 1 P1H1B1 +48 R :� 1 P2 H1 t` y.37 a_ H d_<__._,;_:- J J � J .,� > � - _ .� .w.__ 27 .�- s• �_. a.� r,_ aL � L1 U 1 U d r ROOM +60J v + 3�:J:I J ' SJ , 'J y• ��. LID __.. i s Q LID ti i x i _ KEEP LIFT AREA FREE OF ;, —rt ffi -: - L _ u. jjf y , 1 LIGHTS --AND CONDUIT'INSECT esµ 16.650 L1 D } 41 REF 3—E3 2 ;�' `,✓ ,s' ✓ 16.650 NO �s L1D CONTROL, +96=L D L1D 42 1 (PART. 1/4)� 26 20 1 TYP 2 i REF 2—GE2 L1 D YPE L14-20 RECEPTACLE AT — — 1 d,, __ _a.,., _. f s _ L1 D I LID 28 22 R JO(S _/6L1D �:` if _ ty24 +24 _ 42 INSECT CONTROL, +96 LID 54 30 24 22 T FOR STOCKROOM LIFT )i J J 16.425 I ; (P 2/4) �2;0 ART _. . TYPE �114-20 RECEPTACLE AT -31 6 BAR J OR STOCKROOM I s ! I E F LID PART 2 2 J. € }: CF I , GIST M LIFT +44',b ,,.•w �' 16.650 LID ;> 1 ( /) €: L1D., f f .,; __- I € 29 I+ J J EF 231 43° 2 i j i f KEEP LIFT AREA FREE OF I I s ,_ J st TYP € { bf 3( ;ry '•_ `, 16.423 s LIGHTS IAND CONDUIT ( 16.650 1 w _ 3 , LID ,� =�' � ,.:t .;, 16.412 1: Q3 h 115 C r f✓ '' t 3! S t I Iki I I i? e i % n .6 , 117 !._.�.: ._M,, w`t ..,�.GF J _A , I i = _ + 7 i I ; k i, +5 a H, +24 x ILID r ,: , 4 W __ n. �. _ a f 34 1 €d' ° _.` EF L1 D ` ,:'` � _+ 2 i l ' . _ _' - — 16.603 d = +46" { 4 O YI ; LID d J „ kI TRAINING1-4 i 2 _,�__ ®' 35I u_ d - ..`� L160 WOMEN LID �' I k 12 I GFI I �I ' 1 s J d d i} 16.412 �,-d ti +46„ ROOM I k= „? LID,,; d s +43 19 LIDs R, s 17 WH,° g+24 LAYAWAY I '1 , ;: _ €J21 : TYP, 1t 4 36 L1 D GFI I 14 'I a i 6 `i s s t i ^i' r / if1) s �,...: s _ ss'21 `_' BREAKROOM 14 61 rr I1., t r L1U k� 1 l 8 i 16 4 I 3 ` 1£ � l !` EF _v. s j P f { ` 16.227 3 i ; J 1 J J J 1 J' J J J J J J `�J LID t J _ <; _ 38 {'I f s` a € I k LOW VOLTAGE ,' IIR3 s 1:, 4�� 0 1' _ �ifi3 R d + 3" WIRING �d� s- `I t 11 t + JANITOR (SHOWN DASHED) F L1 Dj t , Y --•} .a d , °,•1,i _, ' 'M _ _._... ! I i { •. _.y .__.. __- 16.410 ;, I` .,.ice 16.421, 4, s d€; 11 E;_ M 16.602 S 3 C.6E EXTEND t r r� „__: y ;•;,� s t' - ' .' TYP is TO CABLE TRAY TYP J J <> i _ j ,€ „ f EN I' ;I { t A a 't � R 0 T t WA ER > + 24 . FLOOR SCRUBBER +48" ; t TYP OF 2 }.I f 1 1 s s ' 10 g PROVIDE 46'-0" PRE VI(IRED TWO CIRCUIT J PR OVI G3000j' ' I'PREW IRED --SIN�GLE­ C fCUIT G3000 RACEWAY] WITH WITH! (12) DUPLEX YONDUIT DUEX LTE C_ RECEPTACLES EQUALLY SACED: ALTERNAE y(4) ;I is SFgACED. 1 I ,• RACEWAYS ONIITOP OF, II "CIRCUj SMFOREAC 'REGEPTACLEI i I? °'°` _MOUNT ACEWAY ON OP QF D SPLAY aSHELVING„UNIT TYP _..MOUNT= RACE°WAY--.ON-PTOP =OF DISPLiAY- ... P__,.._ t pp J i' jj l I P s ff i S 3 1 # t 3 d 4 € 1 ' L2P 5 ' , s 9 s s I f i d i PD2 s _ PD2 PD2 PD2 _ I�:1_ ._n _a'I J .._J CIRCUIT.zTO RECEPTACLES_._, J .11 ,J f I,» ' i 3 PROVAd € PD3 IDEDITH I PD1 . s ;a PROJECTION TV STAND d i ( � 5 —0 5'-0" PD2 PD2 17 # ; s ROUTE 1/2" EMT 1 J J s L2P i ? UP 'TO JB TYP 12 11 0 4o h, f 1 c. s a L2P ' 16.452co �. ._ .._.._.._a..._ ,ry_-...,.__ _. a :_µ...,w_�w,,. � � � � � � � � � € I � �_ � ✓ � 'Lb-=j II 5-4„ 5 1 ,0" 10 , f s „ I —-0 s afi.vneµY~INSECT CONTROL, +96 5 s � 9'-6" 10-03'-6' 5-6' 9'-0" 13'-0" i i GASKETED WP J—BOX +48" M_ i 30A, +60" FINAL CONNECTION ' ABOVE PAVING PD2 PD2 $ PD2 PD2 PD2 PD2 PD1 t'" PD1 PD1 E _ �__ _ I TO COMPACTOR BY OTHERS = I�: r _— �_ s PD;2- Ws - w1 0• -'s O` --, ' s CONTROL AND POWER CABLE IN c J J J € J J J J J J J I 3 4" G.R.C. COATED' CONDUIT 9 11 k 3CA-2P, +48' � � / 4 i i v I' .r t r I { . s I "s i r S t' t s LZ L2P 1 C. 1-1 4 C. , I E SEAL OFF FITTING IN BRANCH � I + � � � _..._ . d / •, `" '� �[ 16.452 ;s �16.452 � ' ;a} 16.452 _t t i, , 16.452 1 16.452 € CIRCUIT CONDUIT PRIOR TO r i I 1 s 13 I =; ENTRY INTO BUILDING _I I I -— j s_ 7 H1B1 19 6 56 SUMP PUMP CONTROL PANEL € s L, !w s i L2P LID PD2 I; s r i ROUTE ..w1 _....__ CO,.._ 1wi__ r NDUIT ALONG SHELVING; UNIT BETWEEN I „ d (PART. 2/2) I+ I +60 k RECEPTACLES TYP REF 1—E2 1' s 40 1 38 L2D1 _� _L 1 �iL2D,'l1 , I d ;• � t 3 t 3 �i 4 € r �3 � � � � � i ,: 1rj € 16.401 '/'• t � PTV ' ;I �{j_ ELECTRONICS POWER PLAN +60" ' I? (PART. 1 /2){ REF 2—GE2 t 52 „ •L1 D 6`"1 BELOW BAR -JOIST 16.401a'.�}y�I,s c,+48" ---IN- - INSECT CONTROL, +96"; 7m WP, +72"- +9'-0"— SITE LIGHTING REF 1—E1.2 - k I' TRUCK DOCK POWERu.,. �_ -- PLAN-�-��:_ �� H1B1 1 UP TO RTU 1/8" = 1'-0" 10 30A, +60" 16.610 „ +60 " �r 1 ~L1 D t +48" FOR BIKE ASSEMBLY. I VERIFY LOCATION WITH STORE t PLANNING SET—UP SUPERVISOR t PRIOR TO ROUGH —IN 13 LID 220:¢ LIZ!3: o � 0V) aQ?�Wooa�v��Wv t0 O aV, [if a> w� Z ¢�aOww41 0000�0 OC IW-`F`' a¢W�z�aQoz¢ Qtn0��Ia-wwa0UQ�a. J QaUj�,Z�,W�Q. (nU�� NJ noC�V)o�waf�5=0 OF i—. �wc z ,F�Ow ILDF j vH(n 0 Q O Q(W Q cr ly Q� mm 1�1 ISSUE BLOCK 1 01 /23/02 REV. #2 2 06/21 /02 REV. #6 3 08/13/02 REV. #8 4 04/25/03 C C D #1 5 07/10/03 C. C. D. #4 CHECKED BY: DRAWN BY: FILE NAME: PROTO CYCLE: 092801 DOCUMENT DATE: 11 /16/01 ENLARGED POWER PLANS e SHEET: E2,4 LD1 PANELBOARD 208/120V, 3 PH, 4W SERVES: GROCERY EQUIPMENT 100A, M. C. B, LOCATION: EDC4 10,000 AIC PANEL PROVIDED WITH EDC GROUND BUS SURFACE MOUNT A DESCRIPTION WIRE BRKRPL PLBRKR WIRE DESCRIPTION A B C 1 M17 MEAT SAW 20 3 1.32 2.50 3 30 #10 S14 LOBSTER STEAMER 2 3 3 HP, 208/3 1.32 2.50 7.5 KW, 208/3 4 5 1.32 2.50 6 7 M07 SLICER 20 1 1.18 0.83 3 20 S05 SEAFOOD DISPOSAL (2) 8 9 M13 CUBER/TENDERIZER 20 1q-1, 1-1/2 HP, 208/3 1011 P05 WRAPPER 20 148 0.83 12 13 SEAFOOD RECEPTACLES 20 1 0.90 0.16 2 20 S10 ICE FLAKER 14 15 SPARE 20 1 0.14 1.37 A, 208/1 16 17 SPARE 20 1 1.80 1 20 S13 LOBSTER TANK 18 19 COMPRESSOR HSE AUX PANEL #10 30 3 0.56 0.18 1 20 R/0 WATER FILTRATION 20 21 208/120/3 0.56 1 20 SPARE 22 23 0.56 1 20 SPARE 24 25 COMPRESSOR HSE AUX PANEL #10 30 3 0.56 SPACE 26 27 208/120/3 0.56 SPACE 28 29 0.56 SPACE 30 TOTAL 8.18 7.08 9.04 KVA PER NEC ARTICLE 220 68 59 75 AMPS TOTAL LOAD 24.30 KVA 67 AMPS FEEDER LOAD 19.36 KVA 54 AMPS PANELBOARD NOTES ) (1) TERMINATE GROUND ON ISOLATED GROUND BUS. (2) INSTALL LOCKING DEVICE FURNISHED WITH PANELBOARD (LOCK -OFF FOR MAINTENANCE). (3) INSTALL LOCKING DEVICE FURNISHED WITH PANELBOARD (LOCK -ON FOR CRITICAL LOAD). (4) GFI BREAKER. (5) REFER TO SITE LIGHTING PLAN FOR WIRE SIZES. (6) CONDUCTOR SIZE HAS BEEN INCREASED FOR VOLTAGE DROP, SIZE EQUIPMENT GROUNDING CONDUCTOR PROPORTIONATELY PER NEC. (7) REFER TO ONE -LINE DIAGRAM FOR AVAILABLE FAULT CURRENT FOR INTERRUPT RATINGS. (8) REFER TO ONE -LINE DIAGRAM FOR WIRE SIZES. (9) FACTORY WIRED TO LOAD. (10) BREAKER SHALL BE HIGH MAGNETIC TYPE. (X) DESIGNATES "SMART" BREAKER. i, L1 U PANELBOARD 240/12OV, 1 PH, 3W SERVES: CRITICAL ISOLATED GROUND EQUIPMENT 100A, M. L. 0. LOCATION: EDC1 10,000 AIC PANEL PROVIDED WITH EDC EQUIPMENT GROUND BUS SURFACE MOUNT KVA DESCRIPTION WIRE BRKRPL PLBRKR WIRE DESCRIPTION A g 1 UPC SYSTEM MODULE 15 1 0.25 0.36 1 20 P.A. / TELE. EQUIP. (9) 2 3 UPC SYSTEM MODULE 15 1 0.25 0.05 1 20 EP/2 (9) 4 5 UPC SYSTEM MODULE 15 1 0.25 0.42 1 20 LAY -AWAY CASH WRAPS 6 7 UPC SYSTEM MODULE 15 1 0,25 1 20 SPARE 8 9 UPC SYSTEM MODULE 15 1 0.25 SPACE 10 11 UPC CRT RECEPTACLES 20 1 0.24 SPACE 112- TOTAL 1.53 0.79 KVA PER NEC ARTICLE 220 13 7 AMPS TOTAL LOAD 2 KVA 11 AMPS FEEDER LOAD 2 KVA 11 AMPS d i 7 L1 D PANELBOARD IL 9.92 18 #10 20 1 0.90 1.23 1 20 #8 MOVEABLE LEXAN � 49 SPACE 0.90 1 20 ALARM 40 0� `RD 208/120V, 3 PH, 4W TWO -SECTION PANEL SECTION #1: BREAKERS 1-42 225A, M. C. B. WITH FEED-THRU LUGS SECTION #2: BREAKERS 43-84 10,000 AIC SERVES: GENERAL POWER GROUND BUS (BOTH SECTIONS) LOCATION: EDC1 ISOLATED GROUND BUS (SECT 2 ONLY) PANEL PROVIDED WITH EDC SURFACE MOUNT DESCRIPTION WIRE BRKRPL KVA PLBRKR WIRE DESCRIPTION A B r 1 STOCKROOM LIFT (6) #8 20 2 1.25 2.25 2 30 #6 WH (2,6) 2 3 120/208/1 1.25 2.25 4.5 KW, 208/1 4 5 STOCKROOM LIFT 20 2 1.25 2.00 1 30 #10 WH (2) 6 7 120/208/1 1.25 1.23 1 20 #8 MOVEABLE RACKS (2,6) 8 9 GM DOCK RECEPT (6) L2B PANELBOARD 208/120V, 3 PH, 4W 500A M.C.B. SERVES: 208 VOLT DISTRIBUTION 10,000 AIC L2D1 PANELBOARD '29 208/120V, 3 PH, 4W 225A, M. L. 0. SERVES: MISC. 120V POWER 10,000 AIC LOCATION: EDC2 GROUND BUS PANEL PROVIDED WITH EDC ISOLATED GROUND BUS SURFACE MOUNT KVA DESCRIPTION WIRE BRKRPI I RKR WIRE DESCRIPTION A B � 1 PANEL L2U (1,3) #6 50 2 2.78 0.96 1 20 #10 FRONT CASH WRAPS (6) 2 3 208/120/1 2.44 0.96 1 20 #10 FRONT CASH WRAPS (6) 4 5 PAINT BOOTH (1,6) #10 20 1 O.la 1.14 1 20 #10 FRONT CASH WRAPS/LPTV (6} 6 7 PAINT BOOTH (1,6) #10 20 1 0.72 0.96 1 20 #10 FRONT CASH WRAPS (6) 8 9 GARDEN REGISTERS (1,6) �10 20 1 0.68 0.96 1 20 �10 FRONT CASH WRAPS (6) 10 11 JEWELRY CASH WRAP (1) 20 1 0.24 0.96 1 20 #10 FRONT CASH WRAPS (6) 12 13 SIDEWALK REG. _(1).20-..�_. 'RECEPTACLE 0.24 1 20 SPARE 14 15 PORTRAIT (1,10) 20 1 0.50 1 20 SPARE 16 17 PORTRAIT RECEPTACLE (1,10) 20 1 0.50 1 20 SPARE 18 19 PORTRAIT RECEPTACLE (1,10) 20 1 0.50 1.44 1 20 #8 AQUARIUM WALL RECEPT (6) 20 21 PORTRAIT RECEPTACLE (1,10) 20 1 0.50 1.44 1 20 �8 AQUARIUM WALL RECEPT (6) 22 23 PORTRAIT RECEPTACLES 20 1 0.36 1.44 1 20 �8 AQUARIUM WALL RECEPT (6) 24 25 PORTRAIT RECEPTACLES 20 1 0.72 1.08 1 20 #10 JEWELRY CASH WRAP/PICS(6) 26. 27 PORTRAIT RECEPTACLES 20 1 1.08 1.92 1 20 �10 JEWELRY WORKSTATION (6) 28 ` SPARE 20 1 1 20 SPARE 30 31 SPARE 20 1 1.08 1 20 #8 PAINT BOOTH (6) 32 33 SPARE 20 1 1.07 1 20 #8 PAINT BOOTH (6) 34 35 EXTERIOR RECEPTACLES 20 1 0.54 1.08 1 20 #8 TV'S/MUSIC/CEI L/PICS(6) 36 37 EDC2 RECEPTACLE (9} 20 1 0.18 0.32 1 20 �10 ELECT. /SPORT. C/W (1,6) 38 39 RTU'S �8,9,10,11,12 20 1 0.90 0.54 1 20 �10 ELECTRONICS C/W (6) 40 41 RTU'S �16,17,18,19,20,23 (6) #10 20 1 1.08 1.36 1 20 #8 SPORT. GOODS C/W (6) 42 TOTAL 10.98 12.99 a.aa KVA PER NEC ARTICLE 220 92 108 74 AMPS TOTAL LOAD 32.85 KVA 91 AMPS FEEDER LOAD 32.00 KVA 89 AMPS L2D2 PANELBOARD _ 208/120V, 3 PH, 4W SERVES: MISC. 120V POWER 225A, M. L. 0. LOCATION: EDC2 10,000 AIC PANEL PROVIDED WITH EDC GROUND BUS SURFACE MOUNT KVA DESCRIPTION WIRE BRKRPL PLBRKR WIRE DESCRIPTION A B C 1 AIR CURTAIN FANS (6) #6 40 1 3.53 1.18 1 20 #8 LEXAN GABLE FANS (6) 2 3 VENDING MACHINES (6) �10 20 1 1.50 1.18 1 20 �8 LEXAN GABLE FANS (6) 4 5 VENDING MACHINES (6) #10 20 1 1.50 1.18 1 20 #8 DRY PIPE SYS COMP. (2,6) 6 7 WH (2,6) #8 30 2 2.25 0.28 1 20 #6 SEASONAL CLOSET RECEPT (6 8 9 4.5 KW, 208/1 2.25 0.72 1 20 �10 LEXAN AIR FLOW FANS (6) 10 11 ICE MERCHANDISER / EF (6) #10 20 1 1.76 0.82 1 20 �8 RETRACTABLE SIDEWAI L (6) 12 13 VENDING MACHINES (6) #10 20 1 1.50 0.82 1 20 #8 RETRACTABLE SIDEWALL (6) 14 15 VENDING MACHINES (6) #10 20 1 1.50 1.08 1 20 #10 RECEPT (6) 17 VENDING MACHINES (6) #10 20 1 1.50 0.36 1 20 GARDENCREMOTEC/W 18 19 MOTORIZED CARTS 20 1 0.36 0.54 � 1 20 GARDEN C/W (6) 20 21 VENDING MACHINES 20 1 1.50 0.60 i 1 20 1,10 #10 G.C. DOOR (6) 22 23 DOOR OPERATORS (6) �10 20 1 0.60 0.90 1 20 #10 SHADECLOTH RECEPT (6) 24 25 DOOR OPERATORS (6) #10 20 1 0.60 0.90 1 20 #10 SHADECLOTH RECEPT (6) 26 27 SURVEILLANCE SYSTEM 20 1 0.57 0.18 1 20 IRRIGATION CONTROL 28 29 HAND DRYER (2,6) #6 20 1 2.00 0.72 1 20 #8 LEXAN AIR FLOW FANS (6) 30 31 HAND DRYER (2,6) #6 20 1 2.00 1 20 SPARE 32 33 EWC'S (6) #10 20 1 1.20 1 20 SPARE 34 35 FRONT TOILET SENSORS (4) 20 1 0.14 1 20 SPARE 36 37 EF (6) #10 20 1 1.17 SPACE 38 39 SPARE 20 1 SPACE 40 41 SPARE 20 1 SPACE 42 TOTAL 15.12 12.27 11.48 KVA PER NEC ARTICLE 220 126 102 96 AMPS TOTAL LOAD 38.87 KVA 108 AMPS FEEDER LOAD 38.87 KVA 108 AMPS L2P POWER SWITCHING PANELBOARD � 208/120V, 3 PH, 4W SERVES: MISC. 120V POWER 225A, M. L. O. LOCATION: EDC2 10,000 AIC PANEL PROVIDED WITH EDC GROUND BUS SURFACE MOUNT KVA DESCRIPTION WIRE BRKRPL PLBRKR WIRE DESCRIPTION A B C 1 ELECTRONICS (TV WALL) (6) #6 20 1 1.50 1.22 1 20 #8 STORE FRONT SIGN (2,6, X) 2 3 ELECTRONICS (TV WALL) (6) #6 20 1 1.50 1.42 1 20 �8 STORE FRONT SIGN (2,6,X) 4 5 ELECTRONICS (TV WALL) (6) #6 20 1 1.50 1 2Q SPARE � 6 7 ELECTRONICS (6,X) #6 20 1 0.46 1 20 SPARE 8 9 ELECTRONICS (6,X) #6 20 1 0.86 0.45 1 20 CIGARETTES (X) 10 11 ELECTRONICS (6,X) #6 20 1 1.72 0.54 1 20 SEASONAL /TOYS (X) 12 13 ELECTRONICS (6) #6 20 1 0.72 1.40 1 20 #8 COSMETICS (6,X) 14 15 ELECTRONICS (6) #6 20 1 0.36 1.60 1 20 �8 COSMETICS (6,X) 16 17 ELECTRONICS (6) #6 20 1 0.72 0.80 1 20 #10 COSMETICS (6,X) 18 19 GREETING CARDS (6,X) #8 20 1 0.20 1.40 1 20 #8 COSMETICS (6,X) 20 21 GREETING CARDS (6,X) #8 20 1 0.20 0.54 1 20 SEASONAL 22 23 GREETING CARDS (6,X) #8 20 1 0.20LAMPS (6,X) 124 25 GREETING CARDS (6,X) #8 20 1 0.20 1.92 1 20 #6 CEILING FANS (6,X) 26 27 GREETING CARDS (6,X) #8 20 1 0.20 1.92 1 20 #6 CEILING FANS (6,X) 28 29 GREETING CARDS (6,X) #8 20 1 0.20 0.72 1 20 #10 AUTO MOBILE ELEC. (6) 30 31 GREETING CARDS (6,X) #8 20 1 0.20 0.72 1 20 #10 SEASONAL (6) 32 33 GREETING, CARDS (6,X) #8, 20 1 0.20 0.90 1 20 #8 SEASONAL (6) 34 35 SPARE 20 1 0.72 1 20 #8 SEASONAL (6) 36 37 SPARE _ _ 20 1 0.50 1 20 #8 BOOTWALL (6,X) 38 39 TENANT SIGNAGE (2,6,X) #6 20 1 1.00 0.36 1 20 #6 ONCIS (6) 41 TENANT SIGNAGE (2,X) 20 1 1.00 1 20 SPARE 42 TOTAL 10.44 11.51 9.92 KVA PER NEC ARTICLE 220 87 96 83 AMPS TOTAL LOAD 31.87 KVA 88 AMPS FEEDER LOAD 36.54 KVA 101 AMPS L2U PANELBOARD SERVES: CRITICAL ISOLATED GROUND EQUIPMENT LOCATION: FRONT ELEC. / COMM. ROOM PANEL FURNISHED BY EDC MFR., INSTALLED BY E.C. 240/120V, 1 PH, 3W 100A, M. L. 0, 10,000 AIC EQUIPMENT GROUND BUS SURFACE MOUNT DESCRIPTION WIRE BRKRPL KVA PLBRKR WIRE DESCRIPTION A g 1 FRONT CASH WRAPS 20 1 0.40 0.54 1 20 #10 PHARMACY IG RECEPT (6) 2 0.48 0.54 3 FRONT CASH WRAPS 20 1 1 20 #10 PHARMACY IG RECEPT (6) 4 5 FRONT CASH WRAPS 20 1 0.64 0.32 1 20 COURTESY CASH WRAPS 6 0.48 0.54 7 FRONT CASH WRAPS 20 1 1 20 �10 PHARMACY IG RECEPT (6) 8 9 11 FRONT CASH WRAPS,20 DATA SYSTEMS RACK , 15 1 1 0.48 1 15 SPACE 12' 0.40 13 15 DATA SYSTEMS RACK (6) S� PARE #10 15 1 0.40 SPACE SPACE 14 16 17 SPACE SPACE 18 19 SPACE SPACE 120 TOTAL 2.78 2.44 KVA PER NEC ARTICLE 220 23 20 AMPS TOTAL LOAD 5 KVA 25 AMPS FEEDER LOAD 5 KVA 25 AMPS L4D� PANELBOARD 208/120V, 3 PH, 4W 100A, M. C. B. SERVES: GROCERY MISC. POWER 10,000 AIC LOCATION: EDC4 GROUND BUS PANEL PROVIDED WITH EDC ISOLATED GROUND BUS SURFACE MOUNT KVA DESCRIPTION WIRE BRKRPL PLBRKR WIRE DESCRIPTION 1 AHU1 / RTU'S 1,2,13-15 (6) #10 20 1 1.08 0.18 1 20 EDC4 RECEPTACLE (9) 2 `3 COFFEE GRINDER/PICS`�(6) #10 20 1 1.32 1.02 1 20 M14 HAND WRAP (1) 4 5 COLUMN RECEPT/PIGS (6) #8 20 1 0.72 1.08 1 20 B04 & D04 SCALES (1) 6 7 GROCERY FREEZER LTG. 20 1 0.43 0.54 1 20 PO4 & SO4 SCALES (1) 8 9 ICE CREAM FREEZER LTG. 20 1 0.17 1 20 :SPARE 10 11 GROG. FREEZER HEATERS (2) 20 1 0.60 1 20 SPARE 12 13 ICE CREAM FRZR. HTRS. (2) 20 1 0.60 1 20 SPARE 14 15 MEAT /DELI CLR. HEATERS ( ) 20 1 0.60 1 20 SPARE 16 17 MEAT HOLDING HEATERS (2) 20 1 0.30 1 20 SPARE 18 19 STOCKRM RECEPT/RTU �21 20 1 0.73 SPACE 20 �1 GROG. DOCK RECEPT (6) �10 20 1 0.72 SPACE �2 23 SPARE 20 1 SPACE 24 25 SEAFOOD FRZR. LTG. 20 1 0.17 SPACE �6 27 SEAFOOD FRZR, HTRS. (2) 20 1 0.60 SPACE 28 29 SPARE 20 1 SPACE 130 TOTAL 3.73 4.43 2.70 KVA 37 23 PER NEC ARTICLE 220 31 AMPS TOTAL LOAD 10.86 AMPS KVA 30 FEEDER LOAD 11.05 KVA 31 AMPS L`TD� PANELBOARD 208/120V, 3 PH, 4W TWO -SECTION PANEL SECTION #1: BREAKERS 1-30 225A, M. L. 0. WITH SUB -FEED LUGS SECTION �2: BREAKERS 31-60 10,000 AIC SERVES: FRONT VESTIBULE GROUND BUS (BOTH SECTIONS) LOCATION: MONITOR ROOM ISOLATED GROUND BUS (SECT. 2 ONLY) PANEL FURNISHED BY EDC MFR., INSTALLED BY E.C. FLUSH MOUNT DESCRIPTION WIRE BRKRPL KVA PLBRKR WIRE DESCRIPTION A B C 1 ICE MAKER 20 2 1.35 0.48 1 20 #10 FRONT CASH WRAPS (6) 2 3 120/208/1 1.35 0.96 1 20 #10 FRONT CASH WRAPS (6) 4 5 ICE MAKER 20 2 1.35 0.96 1 20 �10 FRONT CASH WRAPS (6) 6 7 120/208/1 1.35 0.96 1 20 �10 FRONT CASH WRAPS (6) 8 9 ICE MERCHANDISER 20 1 1.56 0.96 1 20 #10 FRONT CASH WRAPS (6) 10 11 MOTORIZED CARTS 20 1 0.54 0.96 1 20 #10 FRONT CASH WRAPS (6) 12 13 MOTORIZED CARTS 20 1 0.54 0.96 1 20 FRONT CASH WRAPS 14 15 DOOR OPERATORS 20 1 0.60 0.96 1 20 FRONT CASH WRAPS 16 17 DOOR OPERATORS 20 1 0.60 1.14 1 20 FRONT CASH WRAPS/LPTV 18 19 EF /ICE BAGGER 20 1 0.62 0.96 1 20 FRONT CASH WRAPS 20 21 VENDING MACHINES (6) #10 20 1 1.50 0.72 1 20 #10 COURTESY DESK 22 23 VENDING MACHINES (6) #10 20 1 1.50 0.72 1 20 #10 COURTESY DESK. 24 25 VENDING MACHINES 6 O �10 20 1 1.50 0.43 1 20 _ BEVERAGE DISPENSER 26 27 VENDING MACHINES (6) #10 20 1 1,50 1.41 2 20 ICE MACHINE 28 29 VENDING MACHINES (6) �10 20 1 1.50 1.41 13.6 A, 208/1 30 31 WH (2) #10 30 1 2.00 0.25 1 15 MONITOR RACK SYSTEM 32 33 COURTESY DESK IG (1) 20 1 0.54 0.25 1 15 MONITOR RACK SYSTEM 34 35_ GASH_.COUNTING LG,(1.) 20 1 0.35 0.25 1 15 MONITOR RACK SYSTEM 36 37 SPARE 20 1 1.08 1 20 8 COLUMN RECEPTACLES 6 38 39 SPARE 20 1 1.08 1 20 #10 RTU'S �3,4,5,6,7,36 (6) 4U 41 SPARE 20 1 0.54 1 2Q EXTERIOR RECEPTACLES 42 43 SPARE _ 20 1 2.08 2 30 �10 ICE MACHINE 44 45 SPARE 20 1 2.08 20.0 A, 208/120/1 46 47 COURTESY DESK RECEPT 20 1 0.90 3.53 1 40 �8 AIR CURTAIN FANS 48 49 CASH/COUNTING RECEPT 20 1 0.72 SPACE - 50 51 SURVEILLANCE SYSTEM 20 1 0.57 SPACE 52 53 LP OFFICE RECEPTACLES 20 1 0.90 SPACE 54 55 LP OFFICE RECEPTACLES 20 1 0.60 SPACE 56 57 LP OFFICE RECEPTACLES 20 1 0.63 SPACE 58 59 LP OFFICE RECEPTACLES 20 1 0.72 SPACE 60 TOTAL 15.89 16.67 17.87 KVA PER NEC ARTICLE 220 132 139 149 AMPS TOTAL LOAD 50.43 KVA 140 AMPS FEEDER LOAD 50.43 KVA 140 AMPS L4-D4- PANELBOARD TWO -SECTION PANEL SECTION #1: BREAKERS 1-30 208/120V, 3 PH, 4W WITH SUB -FEED LUGS SECTION �2: BREAKERS 31-60 225A, M. L. 0. SERVES: BAKERY AND DELI 10,000 AIC LOCATION: BAKERY PREP GROUND BUS PANEL FURNISHED BY EDC MFR., INSTALLED BY E.C. FLUSH MOUNT KVA DESCRIPTION WIRE BRKRPL PLBRKR WIRE DESCRIPTION 1 SPACE 1.66 � 2 30 �10 B36 PROOF BOX (2) 2 3 SPACE � 1.66 16.0 A 208/1 4 5 SPACE 7 SPACE 6 7 B49A DONUT THERMOLIZER #10 30 2 2.08 0.53 3 20 RACK OVEN (2) 8 9 20.OA 208/1 2.08 0.53 IB35G 4.4 A, 208/3 10 11 B49 DONUT MACHINE #6 60 2 4.47 0.53 12 ' 13 40.3 A _208 1 4.47 1 20 SPARE 14 15 SPARE 20 1 1.18 1 20 B07 BREAD SLICER 16 1 20 1 1.18 0.54 1 20 BAKERY RECEPTACLES 18 19 B17 PASTRY CASES 20 1 1.65 1 20 � SPARE' 20 21 B26 ICING WARMER (6) 15 2 0.45 1 20 SPARE 22 23. 90Q._ IN, 208/1 0.45 1 20 SPARE, 24 • 25 SPARE 20 1 0.60 1 20 o _ DELI FREEZER HEATERS (2) 26 27 B35A�y0VEN CONTROLS (2,6) #10 20 1 1.92 _ 0.17 1 20 DELI FREEZER LIGHTING 28 29 SPARE 20 1 1 20 SPARE 130 31 EF (2) 20 1 1.18 1 20 SPARE 32 33 EH LIGHTS (2) 20 1 0.30 1 20 SPARE 34 35 EH CONTROLS (2) 20 1 0.30 1 ,:20.. .._,,..,, .SPARE,_: ,..•-_,,., ,.. -... ,,.,K.._,._..,, 36 37 DELI RECEPTACLES 20 1 0,72 2.55 3 40 #8 D65 8' DELI HOT CASE (2) 38 39 D07 DELI SLICER 20 Ill 1.18 2.60 7.95 KW, 120/208/3 40 41 D05 WRAPPER 20 1 0.96 2.80 ]SPARE 42 43 D07 DELI SLICER 20 1 1.18 2.97 3 30 #10 D53 DOUBLE ROTISSERIE (2) 44 45 D07 DELI SLICER 20 1 1.18 2.97 24.7A, 208/3 46 47 BAKERY RECEPTACLES 20 1 0.90 2.97 48 49 BAKERY FREEZER LIGHTING 20 1 0.34 D53 SHUNT -TRIP BREAKER 50 ' 51 BAKERY FRZR. HEATERS (2) 20 1 0.60 2,97 3' 30 #10 D53 DOUBLE ROTISSERIE (2) 52 53 SPARE 20 1 2.97 124.7A, 208/3 54 55 SPARE 20 1 2.97 56 ' 57 SPARE 20 1 D53 SHUNT TRIP BREAKER 58 59 SPARE 20 1 SPACE a �� 60 TOTAL 22.89 19.77 18.06 KVA PER NEC ARTICLE 220 191 165 150 AMPS TOTAL LOAD 60.72 KVA 169 AMPS FEEDER LOAD 42.64 KVA 118 AMPS FD E�¢ � �\000aW�ORwo a o`O� v_���-�ww Q-' ¢� w pm �O a�z��u�i�wo��=��- tnU�z0Oor! �tiw�~W 8o� O 3U�wp��w�p~z zv)zp�a wcw p¢ Q Q a p 0::) Z N¢ � �o�NOWc�F� owo= cnw zwu 5-cv� r (j �����L~¢O�uCww�p owwav�¢cc¢f- : o �g z z�o ~ o9 Q �Z in a m z o CHECKED BY: DRAWN BY: FILE NAME: E4.2 . 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"Y .*"". e d,, �,. d„ �„•...,^ '^FJ''" �'. .:., �" . v".^ . `l' , +a'.-"' a;:r - .,.'4. rH G' . :..9 � +r J-,"...,�,r,.,�<,�n..-.:. _ �.. ..:+.,:,,,� i„ �r4.af a--w..y.,, y �. �w....4 e,,;.:.`L .. ".F. J r ,✓ ..n.,g1.*. .,� f;<,.:s3"' ..� > LPL PANELBOARD f§ l 3 3 Z5a " AA 7 f ) (-,.,.f,...�§4.,r���,r->«„�,�,`,�.�..�•-...�„w� „�.�,x,,_�..�..��.:���r�i�`-,,��:r�.�r'T.,.�:._.,6t.�•�,�`o-:.�•��'::.�..,.....�>a�,ri,.,�_��..���...��.,,��,.��.�ji=«�.�--.�:���.,.�...,�>u.•:,..�,��..,�:..��.w.•.���M,,�.��:�,,.�.,:�:,.��,��.,�•.w.<•>�x..n:.p;.�,�a.,�=a.., r�, R ..vim...: .......,- 4 '*....,�......�'.•;....="x„..a°:.;,>�x`.n.,.,a .:..a,.+'`%,,,, d..w r„^.i,..,.,.dWw.✓•y>....ct�'x.«.w'�'-+o.:a✓'...,.✓`b..,r+ 'w.s»r'.,i%'�'<...�+''�:.a:,0.,,=.,o- a,.n.+' �+'"`-...✓'L,_..s'zr,� .».:>f ,k- .na`> r%a...s+`a::..:.*�;.wf`...,..:'sw%*'-�✓"?�...,.✓ d-..»r',-.,✓`i....,.f".,e.'"�>e::,�'->_r^"^.✓ �.d`'*..,J3,. .., .,,.++..,, r'titr. ¢. «.-^''',:...+r's„w" ..�.... LTS PANELBOARD 208/12ov, 3 PH, 4W 100A, M. L. 0. SERVES: TENANT SPACE 10,000 AIC LOCATION: TENANT SPACE GROUND BUS PANEL FURNISHED WITH EDC, INSTALLED BY E.C. ISOLATED GROUND BUS FLUSH MOUNT DESCRIPTION WIRE BRKRPL PLBRKR WIRE DESCRIPTION A B C 1 RECEPTACLES 20 1 0.36 0.36 1 20 DESK RECEPTACLE (1) 2 3 RECEPTACLES 20 1 0.36 0.54 1 20 DESK RECEPTACLE 4 5 RECEPTACLES 20 1 0.36 0.60 1 20 POWER POLE 6 7 RECEPTACLES 20 1 0.36 0.36 1 20 RECEPTACLES 8 9 RECEPTACLES 20 1 0.36 0.36 1 20 RECEPTACLES 10 11 RECEPTACLES 20 1 0.36 0.36 1 20 RECEPTACLES 12 13 SPACE 0.36 1 20 RECEPTACLES 14 15 SPACE 0.36 1 20 RECEPTACLES 16 17 SPACE 1 20 SPARE 18 TOTAL 1.80 1.98 1.68 KVA PER NEC ARTICLE 220 15 17 14 AMPS TOTAL LOAD 5.46 KVA 15 AMPS FEEDER LOAD 5.61 KVA 16 AMPS LRX PANELBOARD 208/120V, 3 PH, 4W 100A, M. L. 0. SERVES: PHARMACY 10,000 AIC LOCATION: PHARMACY GROUND BUS PANEL FURNISHED WITH EDC, INSTALLED BY E.C. ISOLATED GROUND BUS FLUSH :MOUNT DESCRIPTION WIRE BRKRPL PLBRKR WIRE DESCRIPTION 1� RECEPTACLES/EF (PHARM. TL 20 1 0.58 0.16 1 20 CASH REGISTERS (1) 2 3 SPARE; 20 1 0.72 1 20 RECEPTACLES 4 5� WATER HEATER 2 10 25 1 2.00 0.72 1 20 WILL COUNTERS 6 7 REFRIGERATOR 20 1 0:54 0.90 1 20 RECEPTACLES 8 9 LASER PRINTER 20 1 0.68 0.54 1 20 RECEPT C ES�� 10 11 REFRIGERATOR 20 1 0.54 1 20 SPARE 12 13 LASER PRINTER 20 1 0.68 1 20 4y 15 SPARE 20 1 1 20 SPARE 16 17 SPARE 20 1 1 20 SPARE 18 19 SPACE SPACE 20 21 SPACE SPACE 22 23 SPACE SPACE 24 25 SPACE SPACE 26 27 SPACE SPACE 28 29 SPACE SPACE 30 TOTAL 2.86 1.94 3.26 KVA PER NEC ARTICLE 220 24 16 27 AMPS TOTAL LOAD 8.06 KVA 22 AMPS FEEDER LOAD 8.06 KVA 22 AMPS 240/120V, 1 PH, 3W 1OOA, M. C. B. SERVES: PHOTO LAB 10,000 AIC LOCATION: PHOTO LAB GROUND BUS PANEL PROVIDED WITH CABINET ISOLATED GROUND BUS FLUSH MOUNT KVA DESCRIPTION WIRE BRKRPL PLBRKR WIRE DESCRIPTION A B 1 3 DIGITAL PRINTER 6 KVA, 240/1 6 50 2 3.00 0.54 1 1 20 20 REFRIG. RECEPTACLE RECEPTACLES/CEILING FAN 2 4 3.00 0.66 5 7 FILM PROCESSOR ���, 5.5 KVA, 240/1 8 30 2 2.75 0.48 1 1 20 20 � CQPY, Pf�INT ST�ATION��a RECEPTACLES 8 2.75 0.54 9 11 DIGITAL CENTER CASH REGISTERS (1) 20 20 1 1 1.20 0.36 1 1 20 20 POWER POLE RECEPTS RECEPTACLES. 10 12 0.16 0.72 13 15 SILVER RECOVERY RECEPTACLE ,--� 20 20 1 1 0.18 1.20 2 30 8 SCAN STATION 2.4 KVA, 240/1`'�f-�-� - 14 16 0.18 1.20 17 SPACE SPACE 18 19 SPACE SPACE 20 21 SPACE SPACE 22 23 SPACE SPACE 24 TOTAL 9.71 9.21 KVA PER NEC ARTICLE 220 81 77 AMPS TOTAL LOAD 18.92 KVA 91 AMPS FEEDER LOAD 18.92 KVA 91 AMPS LVC PANELBOARD 208/120V, 3 PH, 4W 100A, M. L. 0. SERVES: .VISION CENTER 10,000 AIC LOCATION: VISION CENTER GROUND BUS PANEL FURNISHED WITH EDC, INSTALLED BY E.C. ISOLATED GROUND .BUS FLUSH MOUNT A DESCRIPTION WIRE BRKRPL PLBRKR WIRE DESCRIPTION A B C 1 RECEPTACLES 20 1 1.08 0.72 1 20 PRETEST RECEPTACLES (� 2 3 RECEPTACLES 20 1 1.50 1.08 1 20 POWER POLE- RECEPTS �:� 4 �5 RECEPTACLES 20 1 1.86 1.08 1 20 POWER POLE RECEPTS (1) �� 6 a7,� POWER POLE ,*RECEPTS•, 20 1 1.08 1.08 1 20 � P.ON�E�R;�,POLE F,R�CEPTS�..;(�1), v8� 9 RECEPTACLES % EF 20 1 0.58 0.72 1 20 EXAM ROOM. LIGHTS 10 11 TINT BATH 20 1 2.04 1 20 SPARE 12 13 SPACE SPACE 14 15 SPACE SPACE 16 17 SPACE SPACE 18 19 SPACE SPACE 20 21 SPACE SPACE 22 23 SPACE SPACE 24 25 SPACE SPACE 26 27 SPACE SPACE 28 29 SPACE SPACE 30 TOTAL 3.96 3.88 4.98 KVA PER NEC ARTICLE 220 33 32 42 - AMPS TOTAL LOAD 12.82 KVA 36 AMPS FEEDER LOAD 13.00 KVA 36 AMPS LH� PANELBOARD 208/120V; 3 PH, 4W 100A, M. L. 0. SERVES: HAIR CARE SALON 10,000 AIC LOCATION: HAIR CARE SALON GROUND BUS PANEL FURNISHED WITH EDC, INSTALLED BY E.C. ISOLATED GROUND BUS FLUSH MOUNT KVA DESCRIPTION WIRE BRKRPL PLBRKR WIRE DESCRIPTION A B C 1 STYLING BAR 20 1 1.50 2.50 2 30 #10 DRYER 2 3 STYLING BAR 20 1 1.50 2.50 5.0 KW, 120/208/1 4 5 STYLING BAR 20 1 1.50 1.45 1 20 WASHER / EF (HAIR SALON) 6 7 STYLING BAR 20 1 1.50 0.60 1 20 TRACK LIGHTING 8 9 STYLING BAR 20 1 1.50 0.60 1 20 TENANT SIGNAGE (2) 10 11 STYLING BAR 20 1 1.50 0.72 1 20 DISPLAY RECEPTACLES 12 13 STYLING BAR 20 1 1.50 0.18 1 20 REGISTER (1) 14 15 STYLING BAR 20 1 1:50 1 20 SPARE 16 17 STYLING BAR 20 1 1.50 0.54 .1 20 FRONT COUNTER RECEPTACLES 18 19 STYLING BAR 20 1 1.50 1 20 SPARE 20 21 HAIR DRYER. RECEPTACLE 20 1 1.50 1 20 SPARE 22 23 HAIR DRYER RECEPTACLE 20 1 1.50 1 20 SPARE 24 25 SPARE 20 1 SPACE 26 27 SPARE 20 1 SPACE 28 29 SPARE- 20 1 SPACE 30 TOTAL 9.28 9.10 8.71 KVA PER NEC ARTICLE 220 77 76 73 AMPS TOTAL LOAD 27.09 KVA 75 AMPS FEEDER LOAD 24.26 KVA 67 AMPS LTS1 PANELBOARD 208/12ov, 3 PH, 4W 100A, M. L. 0. SERVES: TENANT SPACE 10,000 AIC LOCATION: TENANT SPACE GROUND BUS PANEL FURNISHED WITH EDC, INSTALLED BY E.C. ISOLATED GROUND BUS FLUSH MOUNT KVA DESCRIPTION WIRE BRKRPL PLBRKR WIRE DESCRIPTION A B C 1 JUNCTION BOX (1) 20 1 0.36 0.36 1 20 DUPLEX RECEPTACLE 2 3 JUNCTION -BOX 20 1 0.36 0.54 1 20 DUPLEX RECEPTACLE 4 5 DUPLEX RECEPTACLE 20 1 0.18 0.60 1 20 TENANT SIGNAGE (2) 6 7 SPARE 20 1 1 20 SPARE 8 9 SPARE 20 1 1 20 SPARE. 10 11 SPARE 20 1 1 20 SPARE 12 13 SPACE SPACE 14 15 SPACE SPACE 16 17 SPACE SPACE 18 TOTAL 0.72 0.90 0.78 KVA PER NEC ARTICLE 220 6 8 7 AMPS TOTAL LOAD 2.40 KVA 7 AMPS FEEDER LOAD 2.55 KVA 7 AMPS LTS2 PANELBOARD 208/120V, 3 PH, 4W 100A, M. L. 0. SERVES: TENANT SPACE 10,000 AIC LOCATION: TENANT SPACE GROUND BUS PANEL FURNISHED WITH EDC, INSTALLED BY E.C. ISOLATED GROUND BUS FLUSH MOUNT KVA DESCRIPTION WIRE BRKRPL PLBRKR WIRE DESCRIPTION A 1 JUNCTION BOX (1) 20 1 0.36 0.36 1 20 DUPLEX RECEPTACLE 2 3 JUNCTION BOX 20 1 0.36 0.54 1 20 DUPLEX RECEPTACLE 4 5 DUPLEX RECEPTACLE 20 1 0.18 0.60 1 20 TENANT SIGNAGE (2) 6 7 SPARE 20 1 1 20 SPARE 8 9 SPARE 20 1 1 20 SPARE 10 11 SPARE 20 1 1 20 SPARE 12 13 SPACE SPACE 14 15 SPACE SPACE 16 17 SPACE SPACE 18 TOTAL 0.72 0.90 0.78 KVA PER NEC ARTICLE 220 6 8 7 AMPS TOTAL LOAD 2.40 KVA 7 AMPS FEEDER LOAD 2.55 KVA 7 AMPS I , w o '_ oo� . � oo aZZWo ?a D aavwi ZNF� , � 8w¢orJ5 t6���W av, O�p�w� vtof9� :3wopw woz\D w �XaJvm _ov ' .' � z a��o��oo~aWi�W� O 3��w��vwiwW��o�z F- �a¢�jZ�LQOZa Q �a�,���W2oW��Z�Q �Z�(nHw~ww.0 F-0O�w �. �o�rnoWw��s=�vwi�F . Nw Z�F- o�vw�r - �g G1�m f ZoZ z 0 O f i I • T O W � w O ISSUE BLOCK 1 01 /23/02 REV. #2 2 05/17/02 REV. #4 3 05/20/02 REV. #5 4 08/13/02 REV. #8 5 04/25/03 C C D #1 6 07/10/03 C C D #4 CHECKED BY: '1 DRAWN BY: FILE NAME: E4.3 PROTO CYCLE: 092801 DOCUMENT DATE: 11 /16/01 I ' PANELBOARD :..: .SCHEDULES • � SHEET: E4,3 °• 1 a- ----1--11-- - - - — --- -- GASKETED WP J-BOX +48" ABOVE PAVING---\ CONTROL AND POWER CABLE IN 3/4" G.R.C. COATED CONDUIT 1� SEAL OFF FITTING IN BRANCH CIRCUIT CONDUIT PRIOR TO ENTRY INTO _zz BUILDING — SUMP PUMP CONTROL PANEL 30A, +60" 2 1 _ WP, GFI, +48" ABOVE GRADE FOR COMPACTOR ,:DEODORIZER 30A, +60" FINAL { CONNECTION '-TO I� 3 COMPACTOR BY OTHERS I J �30A-2P, FIB 58 a` F p 31 d N L1D H1B1 I¢ INSECT CONTROL, +96" 41 L; ,s � I ; +60 I e` i F ff t 4 # at A _ b l i S C S Ir ,I 3 s alp I 39 !, N w +61 s I`° r I I t <I 4 }, a :p 4 +3 I III taz � i 3i 25 H1B1 , f 4 - � I GROCERY EQUIPMENT SCHEDULE BAKERY EQUIPMENT SCHEDULE NO, DESCRIPTION MANUFACTURER MODEL NO. VOLT PH AMPS HP VA TERMINATION MTG. HT. NOTES B03 POWER WASH . SINK METCRAFT PS 1975 480/3 9.00 JUNCTION BOX +16" - B04 SCALE/LABELER HOBART QUANTUM 120/1 . 1.50 WP DUPLEX, NEMA: 5-15R-IG +48" - B07 BREAD SLICER BERKEL _ GMB 120/1 1/2 WP SIMPLEX, NEMA: 5-20R +48" - B17a,;„�. PASTRYwCASES AIR_SYSTEMS - 120/1 330 WP JUNCTION BOX FLOOR - B24 NOT USED B26 ICING WARMER BELSHAW H & 1 2 208/1 900 WP RECEPTACLE, NEMA: 6-15R +24" - B35G y RACK OVEN (GAS) A: CONTROLS Y . , .._._ .dr. HOBART H0210G2 208/3 120 1 4.40 16.00 JUNCTION BOX U C J N TION BOX +96" +96 - - ;B36 I ,z. PROOF BOX s „....•'" . :..... _.. �. -..... 1 ..w _... .v-. _. .� ._ _w HOBART .. _ .,. ,... a _ .� ._..«- ,� _.: � HP2-24 a- .. ,. ,. .. _ ... .. _. ... �. _ � t..<� ,,.� � _. ._ ..__ .,�:_ 208/1 t ._,. _.. ,r .4.� <_ > ._.. 16.00 .-..�,.f _•^..�`._ _...,, �. _.� � ,� � _ JUNCTION BO �......,1� ....� X + 9 6 - B4.5I _ . QT USEO . ._..__ .... _ _ B49 THE OGLAZE, / THERMOLIZER£ E A: THERMOLIZER BELSH W ./`=4 .."._ �.e -✓ TG-5.0 TZ-6 .�` .. .w ,.:. .fd'�f+Y./�./`✓.:_>a._ ..� TZ-17 2Q8 ✓ 1 _i^:✓-�w.F 208 1 4-0.30 ,,-.. ...+,... .i'...- 20.00 ./.a✓s..s'-�� 1„�-•..s:.._..+:,..a" RECEP HUB LL 360R6W BLUE !•....f'v^J-.✓`..l'•,:.!'� � RECEPT, HUBBELL #33OR6W BLUE 20" +20' - PREP EQUIPMENT SCHEDULE NO. f DESCRIPTION MANUFACTURER MODEL NO. VOLT PH AMPS HP VA TERMINATION MTG. HT. NOTES M07j SLICER HOBART 2812 - 120/1 1/2 WP SIMPLEX, NEMA: L5-20R +78" 1,3 CUBER/TENDERIZER HOBART 403 120/1 1/2 WP SIMPLEX, NEMA: L5-20R +78" 1,3 IM13I M141 IHAND WRAP STATION HOBART HWS-4 / ULTIMA 2000 120/1 8.50 WP SIMPLEX, NEMA: L5-20R +78" 1,3 M17I IMEAT SAW IHOBART 6614 208/3 JWP RECEPTACLE, NEMA: L15-20R +78" 1,2,3 DELI EQUIPMENT SCHEDULE NO. I DESCRIPTION MANUFACTURER MODEL NO. VOLT PH AMPS HP VA TERMINATION MTG. HT. NOTES D04� SCALE/LABELER HOBART QUANTUM 120/1 1.50 WP DUPLEX, NEMA: 5-15R-IG +24" - D05I SANI-SEALER WRAPPER WIN-HOLT WHSS-1 120/1 8.00 WP 'SIMPLEX, NEMA: 5-2OR +48" - SLICER HOBART 2812 120/1 1/2 WP SIMPLEX, NEMA: 5-20R +48" - D07A SLICER HOBART 2812 120/1 1/2 WP SIMPLEX, NEMA L5-20R +78" 3 D16 NOT USED C. PRESSURE FRYER GILES EOF-20 480/3 33.00 JUNCTION BOX +24" 4 D271 EL C. ,PRESSURE. FRYER GILES 80 -3 . 43.00 JUNCTION BOX +24" 4 D53I__ D65 _J DOUBLE ROTISSERIE. - , _ _ „ _ 8' HOT FOOD PED SERV CASE HOBART _ _ _ _. _. ._ CUSTOM �DELI 'Sty LL_ HR7 _. - . DILW 208 3 120 208 3 24.7.__ .... v+'t a ./ Jti __ .._.-a-_::r✓'_.w ...v 7950 JUNCTION N TION _BOX_ ,.. _r-a.-r'--.vrv+.."'w' ..r "...r :e .`�.s a.na .._f"c... -.:. w... �'-.w-.,<. ..,w'+.... ... JUNCTION BOX +24" & " +24 w,:. .... e.: ,....r" 1, .... +8 4 - SEAFOOD EQUIPMENT SCHEDULE NO. IDESCRIPTION MANUFACTURER MODELNO. VOLT PH AMPS HP VA TERMINATION MTG. HT. NOTES SO4'I SCALE/LABELER HOBART QUANTUM 120/1 1.50 WP DUPLEX, NEMA: 5-15R-1G +24" - S05 1 FISH PREP. DISPOSAL INSINKERATOR SS150 208/3 1-1/2 WP JUNCTION BOX +24" - S10 ICE FLAKER HOWE WM-100-RLC 208/1 1.37 WP RECEPTACLE, NEMA: 6-20R +96" 2 S13 SQUARE LOBSTER TANK AQUARIA ML - 23BW(1) 120/1 15_._00L= WP GFI DUPLEX, NEMA: 5-20R +24" - S14 LOBSTER STEAMER HOBART HSF3 208/3 1 1 7500 WP RECEPTACLE, NEMA: 15-30R +48" 2 P®DUCE EQUIPMENT SCHEDULE NO. DESCRIPTION MANUFACTURER MODEL ,NO. VOLT PH AMPS HP VA TERMINATION MTG. HT. NOTES PO4I SCALE/LABELER IHOBART QUANTUM 120/1 1.50 WP DUPLEX, NEMA: 5-15R-IG +48" - P05 WRAPPER WIN-HOILT WHSS-1 120/1 8.00 WP DUPLEX, NEMA: 5-20R +48" - FLEXIBLE METAL CONDUIT ADJUSTABLE T-BAR BOX HANGER TO SPAN 24" LENGTH OF CEILING TILE. (BOX SUPPORT PER NEC) JUNCTION BOX FLUSH MOUNTED IN LAY -IN CEILING PROVIDE TIE WIRES FOR BOX HANGER - THIS IS NOT PART OF THE CEILING SUSPENSION TYP ----SUPPORT CLIP TO TIE WIRE AT MAXIMUM 4'-6" SPACING. ROUTE CONDUIT TO JUNCTION BOX AT BAR JOIST T-BAR -STEEL COVERPLATE STRAIN RELIEF DROP CORD TO BE TYPE SO TERMINATE WITH DEVICE AS NOTED ON EQUIPMENT SCHEDULE. MOUNTING JUNCTION BOX ATTACHED HEIGHT TO BOTTOM AS INDICATED ON TO COOLER ROOF. FILL EQUIPMENT SCHEDULE. PROVIDE STRAIN BOX WITH SEALANT AFTER RELIEF IF JUNCTION BOX IS USED WIRES ARE INSTALLED SEAL CONDUIT PENETRATION NDEDDROP CORD WITH SILICONE SEALANT 05.25.01 EC04 .r 1d �d 1 V-4� , ,l - CHROME PLATED ESCUTCHEON PLATE CONDUIT COOLER ROOF �a i2a�4a}� i a f { fµ THREADED NIPPLE STRAIN RELIEF DROP CORD TO TERMINATE WITH DEVICE AS NOTED BE TYPE SO l S10, ry -m t;'; s 1 „ ON EQUIPMENT SCHEDULE. rc ( +54 ,L4D2a s WP,+48 MOUNTING HEIGHT TO BOTTOM AS 4g 9 16.650 8s i INDICATED ON EQUIPMENT g INSECT CONTROL;"+96" I I I PO4 I 8f a F_ k a ... SCHEDULE. PROVIDE STRAIN RELIEF IF JUNCTION BOX IS USED I s I +48 a, SUSPENDED DROP CORD MEAT PRFPPRODUCE PREP ' µ! 4 NTS 05.25.01 EG02 i > '' _ r c. B17/ sf 3 P •i2 3 ,.ckx...,....,.a,� I s EQUIPMENT SCHEDULE NOTES 1. PROVIDE CORROSION RESISTANT PLUG, CONNECTOR AND WEATHERPROOF BOOTS. p I I 2. PROVIDE MATCHING CORD AND MALE PLUG. ° 3. WIRING DEVICE ON DROP CORD, REFERENCE I,�YN✓ a Wx`v�. ,• �. """3 DROP CORD DETAILS. i g I � I; ',,� 4. WIRING DEVICE CIRCUITED TO .SHUNT TRiP I � ' t BREAKER, (II:x .,. 5•: u KEYNOTES ICE CREAM ,t .I as z `3 � FREEZER , a} I 16.220 INSTALL PREFABRICATED. ELECTRICAL `I' , ° R ° DISTRIBUTION CENTER EDC . EQUIPMENT • .I I t ., a AND INTERNAL WIRING ARE SHOWN FOR , I liy INFORMATION PURPOSES ONLY. THE ENTIRE w o - oo, EF+.2 _GE2 ' I`° ASSEMBLY WILL ARRIVE COMPLETELY cr) fY��0 ,<0 ``za fry _ ! -_ RED 2-GE2 PRE -WIRED AND IS AN ETL LISTED w Qaaaovi ZNz owF�po<�H�w~o ASSEMBLY. �aoON'o��zJWooW WP 4I " t 16.421 DOOR HOLD OPEN DEVICE: MOUNT IN 0 zr=X�`�zwar I RECESSED JUNCTION BOX. CONNECT ����o-f���Wz��¢ 3 _ THROUGH SMOKE DETECTOR ACCESSORY z as QOWW�, 00 0�0 a= 16.715 � z I ; - CONTACTS, CONFIGURED FOR FAIL-SAFE 0a,w aa�z��¢oZ¢ a J OPERATION. REFER TO ARCHITECTURAL Q 0LjZ)F--w° 0aog �ZO W���u— �U�Z�N .•• _...a DETAIL FOR BOX BACKING. o �-F� k' o-w I s I......<,_. 16.422 SMOKE DETECTOR: MOUNT WITHIN 12" OF ���Nz�aozwwa_:D i l ROOF STRUCTURE OR ON CEILING. PROVIDE MEAT AND Vi L4D2 CONNECTIONS CONFIGURED FOR FAIL-SAFE € _ I l l 15 Il OPERATION. DELI COOLER a g 16.510 EXHAUST HOOD: PROVIDE CONNECTION TO 16 715 J'I EXHAUST HOOD CONTROL PANEL PER a ' 1133 J MANUFACTURER'S WIRING DIAGRAM AND g a I ! 9 vy II a INTERLOCK TO SHUNT -TRIP BREAKER(S). , PROVIDE CONNECTION FROM EXHAUST HOOD .. ;C i �' P , a 1 S� f F „„ .- i t s s . , : TERMINAL STRIP TO EXHAUST FAN 0 � A N ROOF. I,§ 16.712 a ft' 16.512 ROUGH — IN FOR HOOD FIRE SUPPRESSION SYSTEM MANUAL RELEASE STATION. MOUNT s 1 R 9'I i WP AT +54' , . 4i it 4 i f 16.603 PROVIDE RECESSED ALARM JUNCTION .BOX (WITH VERTICAL RACEWAY) AT +80". (UNLESS NOTED OTHERWISE). Izg WPO i 16.650.. ; 16.605 PROVIDE SURFACE MOUNTED ALARM +9,.-0 ; I 4 JUNCTION BOX (WITH VERTICAL RACEWAY) p� �---i PART. 1/2 CENTERED 2" ABOVE DOOR FRAME. -+ { s REF 2-GE2 L4D2 MEAT PREP 16.607 PROVIDE SURFACE MOUNTED ALARM WP( �19 JUNCTION BOX. ABOVE CEILING WITHIN THREE- a INSECT f I I = ( FEET OF HOOD FIRE SUPPRESSION SYSTEM a a,. b i -` CONTROL,COMPARTMENT. +96'----� I ' ? 16.610 PROVIDE SURFACE MOUNTED ALARM « +48" ` tW_... w_«YY E JUNCTION BOX (WITH VERTICAL RACEWAY) o _. 4 �� ., TYP a ., UP TO RTU ; i I (UNLESS OTHERWISE). �®-•� ® ' AT +84 NLES NOTED ' q ,, o s GE2 , s a 16.650 CONDUIT SLEEVE !PROVIDE 1CD 1 2" CONDUIT)® L4D1- , /a SLEEVE WITH BUSHINGS ABOVE BAR JOIST +54a 9 M17 g UNLESS NOTED OTHERWISE) • b} ,s;. M13CID 16.712 SURFACE MOUNT ON WALL 24" BELOW f @ M14 a µ ' 9 7 I COOLER/FREEZER BOX CEILING FOR W 9 L4D1 w 9 a s I? CONDENSATE DRAIN HEAT TRACE TAPE.ry M.07 ` _ PROVIDE LIQUID -TIGHT FLEXIBLE METAL ® O �16712 .._.,_._. € CONDUIT CONNECTION TO HEAT TAPE. L4D2; J Pi ' 16.715 JUNCTION BOX PROVIDED WITH 17 -03 L4D2- ' `' COOLER/FREEZER PANEL FOR WP CHIME AND LOW 16.715 I j CONNECTION TO LIGHTS AND/OR DOOR VOLTAGE TX +96" € ' HEATERS. PROVIDE WEATHERPROOF w EXTENSION AND COVERPLATE FOR i I } MEAT HOLDING COOLER r; RECESSED JUNCTION BOXES AS CUSTOMER- !SERVICE PUSHBUTTON +54" Y = l REQUIRED. FINAL TERMINATIONS BY Z ROUTE CONDUIT FROM PUSHBUTTON TO r REFRIGERATION CONTRACTOR. o CHIME/TRANSFORMER ON WALL; 1NSIbE 16.715 COOLER BOX iSEAL PENETRATION INTO COOLER'lBOX WITH SILICONE SEALANT - ~SEAFOOD SEAFOOD'f I € I' COOLE FREEZER 51, 16.712 I ; ; 16.715PW 3 I INSECT ,` L4D2 a 1 Xll�CON +24"`'27 I ; t � �, a b , I S14-LYJ i '�2 , 13 L4D1 3 i= rs L4D1 GE2 ; +78, 1 # s f .�� W..WP>..:+_9F m.. 1 _.... 6e.,µy INSECT CONY GFI, +24;ROL i � S13 � # �. 18 S05 � I '`SEAFOOD° ' $ k :.f PREP `I 8 L4D1 !,s .,. i ! SO4.1 'r SO4.2 ,: ,+54". +8°�I, L4D1 I 14 / 5I B17'''` , i S ' .>`" _.......,� >,..._-_...._.,w, .. ., e a a } � � � � � `�. /� I L4D4 1 � • F OUTE CONDUIT FROM JUNCTION ---�_' r'` ." '; T V ;' (PART. 2/2) j �_, w_.� W _.__.__ _.u- ro ___�......nx. m _., BOX TO EQUIPMENT CONNECTION ``�' ` -- L4D4 §£- - u J B26: .P L'4D4 L4D4 17 ._ D04.1 _ 19 L4D4 POINT TIGHT TO BOTTOM OF CASE., _, 52 r ��� f- y L4D4 I 1 L4D4`F J,..... __ .I,.._ _ _ _i _:._ _ �.,._._._._sa ._.. _..._ r_ ,�..�_ 16.51.2.._,,.. a 54 P4r.INEL ll I ATTACH CONDUIT TO PEDESTAL FOR 33 31 p L4D4, A ; s WP, ,+48 SU PORT AND CONCEAL FROM VIEW y g{g . , y - 44�a -- ID07A I INSECT CONTROL I L4D4 I I 1/ {� 35 DELI SERVICE ._.._ ,,.. � ..____M_w�._.V.___ w_ ___� .._.._... _ � J 5 kl= PRODUCE A»S MUCH AS PRACTICAL-.-- 4 = 'H4B H4B L4D4 GFI +24 s a J 16:510 26 20 H4B '. D07 39 L4D4 \ I COOLER a D65 , `° 16.607 '" x 41 5 P +48" 9' L 4D4 L4D4 yq� i�aJv' w_, iI \ m� 14 a D05 }M'N 7 1� j# v..r,� / ,;# # ' � t a � � 3 I<.. I GFI �� 37L A J J J J` 41 r 4D - INSECTCONTROL-�: I _�� I I f l ,m; GFi +2#a.. 3 DELI COOLER T, 'a IJD07�, I I�.:. . i ' $ i f I w, +54 a !E �' sr, �� H4B i �...^..v ___�w,.��,u.. « p°%�``_ _.�,�._ J a �) b ° B49 ' I INSECT CONTROL I'a+48", a GFI, +96» ,' r7 co B04 a B07 _ 16 51f't. B49A�_ ' 1 16 712 1 I- ' � o o N m 1 L4D2 WP, +48' 4D ' y L4D4 -'WP I DELI PREP 3 9EF I I J BAKERY iT BAKERY +60 1L4D4 L4D4 J FREEZER -_ 4 d I 18 ��w l # ' 1 ;� , �,.� � .�.wL4D_4.._�., ` a t 16.712 t � DELI FREEZER a »� .._._ _.�.�.�. �-..����- � • . J- 16`715 ,31 UD4 4 (PART. 1/2)4 _: BAKERY S J�INSECT r it ` 8 ' L2U COOLER _ .w__.�._u...- _, a a_u «.__.•.. L4D L4D co I `l r a a I _ GFI, i +96 f= 27i Iti 0 �a '4 u 4 tt :,......m:k"a........,...,�.Y..._..,aw.... ..... - . a -... _ .. n a ,.n ., ,.._.....,..,.,.......-k. - _....ix�.; „r .,.............. .......,.,... ._. .u..':...:.z.... ® <...:_w°... ... ...,,.......,.-,{y.. .....r:.x.. ,. . ...:.,..z:::......;"-',.`;:r ..,�,,. . ...,,...�. � t.,e..,....w............._.....,_.�:<.,: a.�..m.....=_,m.,....�r:w«.».,«...,...._,...,._...,.;,�.w,.�,._._. d:�.,;�=:;r_,»w.._,.�«_..�-.:_._..,..,�.,.,...,J..._..w_.�.........:,.....r�. NOTE: FUTURE OVEN. ....m,., PROVIDE JUNCTION BOXES +96" ?° WP, +48" `- �— ROUTE (2) 3" CONDUITS FOR WITH BLANK COVERPLATE. STUB UP (2) 1/2" CONDUITS I � L CD COMMUNICATION CABLE TO CABLE TRAY TO ACCESSIBLE CEILING SPACE m m m € INSECT w AND TERMINATE WITH BUSHING CONTROL, +24... FRONT GROCERY POWER PLAN 1 /8" = 1'-0" i .. J INSECT #� ...:.:.CONTROL, +96» w.....�.._.._..... B17 t J j' 1 D04.3 .f D04.4._ .. . ', -�< D04 2•-., ­-'l L4D1 A�11 31'}5 ISSUE BLOCK 1 04/04/02 REV. #3 2 05/20/02 REV. #5 3 08/13/02 REV. #8 4 04/25/03 C C D #1 5 07/10/03 C. C. D. #4 CHECKED BY: fk DRAWN BY: FILE NAME: GE2 PROTO CYCLE: 092801 DOCUMENT DATE: 11 /16/01 SANFORD Fl;�. , DEPAR TMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Plans Review Sheet Date: September 19, 2003 Business Address: 1601 Rinehart Road Occ. Ch. #36 Mercantile Business Name: Wal-Mart store #3207 Ph. (479 ) 273-4000 ® Stockroom storage shall not exceedl2 ' ft in height per fire protection design criteria • Tire Storage shall not exceed 2, 000 sq. ft. Additional fire sprinkler heads 1 0 J N r?ti 2x4 HARDWOOD TRIM TO MATCH TRIM USED AT WALL OPENINGS. SEE DTL. 7-A5; PAINT P25 1/2" GYPSUM BOARD; PAINT USE 5/8" FIRE RATED GYP. BD. WHEN FIRE RATING IS REQ'D. RATED WALL TO COMPLY W/ UL DESIGN ¢#U465 GYP. BOARD APPLY PLASTIC LAMINATE DIRECTLY TO GYP. BD. W/ ADHESIVE (AT REVEAL) PL7 1/2" PLYWOOD (1 LAYER) W/ PLASTIC LAMINATE PL6 PILASTER BEYOND PLASTIC BASE B6 WALL SECTION 9 1 /2 =1 -0 092801 C\a05O-009 PROVIDE SMOOTH FACE CMU AT JAMBS FOR ENTRY DOORS AND Ai 11I 1IA 11111 f.Tllfll�l"fl /\IY PILASER 3 1/2 0101C\a050-003 00 i Cl• Q0 I .i B 1'-10" 00 PLASTIC BASE B6 CERAMIC TILE 1 /2" GYPSUM BOARD 1/2" PLYWOOD 3 5/8"x20 GAUGE META STUD DEMIZING WALL (STUDS AND FINISH NOT SHOWN FOR CLARITY) FACE OF STUDS CERAMIC TILE 1/2" GYPSUM BOARD 1/2" PLYWOOD 3 5/8"x20 GAUGE METAL STUD DEMIZING WALL (STUDS AND FINISH NOT SHOWN FOR CLARITY) FACE OF STUDS CERAMIC TILE 1/2" GYPSUM BOARD 1/2" PLYWOOD 3.5/8"x20 GAUGE METAL STUD DEMIZING WALL (STUDS AND FINISH NOT SHOWN FOR CLARITY) c CERAMIC TILE 1/2" PLYWOOD 1/2" GYPSUM BOARD PLASTIC BASE 3 5/8"x20 GAUGE CERAMIC TILE METAL STUD 1/2" GYPSUM BOARD 1 /2" PLYWOOD 1 /2" GYPSUM BOARD EACH SIDE 3 5/8"x20 GAUGE METAL STUD 00 CERAMIC TILE P PLASTIC BASE - 1 /2" PLYWOOD B6 1/2" GYPSUM BOARD C CERAMIC TILE 3 5/8"x20 GAUGE 1/2" GYPSUM METAL STUD BOARD 1/2" PLYWOOD 1/2" GYPSUM BOARD EACH - SIDE 3 5/8"x20 GAUGE 00 METAL STUD CERAMIC TILE 1'-10" 1/2 PLYWOOD 1/2" GYPSUM BOARD B CERAMIC TILE 1/2" GYPSUM BOARD 1/2" PLYWOOD 3 5/8"x20 GAUGE 1/2" GYPSUM METAL STUD BOARD EACH SIDE 3 5/8"x20 GAUGEJ _ 1 x TRIM BOAF METAL STUD o0 1 /4" REVEAL Ix TRIM BOARD KITH 1 /4" REVEAL CROWN MOLDING REF SPECIFICATIOP 114'-0" MOULDING )RSES )URSES )RSES I )RSES I ATION C\a05O-OO4 I I I I I I I I I I I 1 I I I I I I I I I I I I I I ( I I I 1 I ( 1 ( I I I I I I ( I I I I i I I I I I I I I 1 I I I I ( ( I I I I I I I I I I I I I I I I 1 I I 1 1 I 10 9.3 cg) 8.8 8 7.5 7 6.5 6 5.4 (5) 4.7 4 3.8 3.3 3 2.8 VESTIBULE FLOOR PLAN 1 "=10'-0" 072602 C\a05O-001-f Q N tD p a Y 0_ O FO F� Qna W 00~It N UU� I,5w Q� 2 coNM <0 in t CXFr �Wo�Ns000aW� ry aa,TmLmwow O aU) V)o}LJ, L cy z Q��OO�UO00E—aL o z�zgFgx' �<o, Q <QOWNZ W�voic'0Zoa 00Vio--MX �00wOF cnw ziL`' �S=xN �cno¢oacwi�x LLID z Q J D z 0 v CQ C3` � O W O ►r) c'' GO 01 0 ISSUE BLOCK 0 05/17/02 R E V#4 2 08/13/02 REV. #8 3 04/25/03 CCD # 1 4 08/21/03 CCD #9 CHECKED BY: bmM DRAWN BY- LAH FILE NAME: 192-AO50 PROTO CYCLE: 092801 DOCUMENT DATE: 11/16/01 SHEET: A 5 i PLASTIC LAMINATE ATBEVERAGE ALCOVE le � ^ ) ' � . � v mvCnun WITH COUNTERSUNK � � S^nc,,a AND rLvuo \ ` = BULKHEAD ABOVE \ � � SEALED HARDWOOD TR-.. WITH . / y2 CnmmrcR AT EACH \ \ 'CORNER ' / \ � _ -_sill; � ' [ PLASTIC LAMINATE WAINSCOT GYPSUM BOARD PLASTIC LAMINATE TRANSITION AT BEVERAGE ALCOVE 9 . / J" = 1-O" 053102 C\n051-OO9 CONCEALED 2'-0" X 2`-0" FRAMED BLOCKOUT IN WALL FOR MOUNTING HEIGHTS PL8 00 C5)4-y / | &JAMB DETAIL 8 1/2$l=1p-0fp 092801 C\c1051-00� ~'-- L*rtx u� |/Z ��yWU. / PLASTIC LAM. OVER 1/2" /PSUM 8D. ON 0^ STUDS -E /2^ GYPSUM BOARD � 6^ STUDS L0F SLIDING ECURITY GATE }CK|NG STRIKE FOR JD|NG SECURITY CLOSURE -u/rn Prn nAx ru� .~` "~ ` ANCHOR WITH COUNTER SUNK SCREWS WITH PLUG HOLES. 8" METAL STUDS REF A-6.1 FOR ATTACHMENT TO DECK 2'-O" CEILING AS SCHEDULEDWALL BEYOND-------- 1/2" GYPSUM BOARD- 0^ x 20 GAUGE METAL STUD BOX HEADER LINTEL SCHEDULE REFA-O.1 HARDWOOD CAP SEALED 1 x7 13/16" EASE EDGES 2x BLOCKING -------- 1/2" GYPSUM BOARD--' 1 PLYWOOD -------- UNF|N|SHEO �� PLASTIC LAMINATEL�8� 8" x 20 CA METAL STUDS AT 16^ OC ----- 2x4 WOOD BUMPER ---- UNFINISHED 3,� 8 RETURNS SECTION BUMPER RAIL 4 4- COURTESY DESK ELEVATION 6 1/4" = 11-0l) 042602 C\a05l-OO6-f 71 BEYOND REF4-A5.1 BEYOND BUMPER RAIL BY WAL-MART co I T�ESI," K �EL Ey 19 (2 �p S � � PROVIDE FULL � \ 4-A7 � �-�-- FULL CERAMIC ' 30"X48" CLEAR TILE BEVERAGE < ri 7� 6C t c� OH 8 Sim 0 ALCOVE 133 1 / --- 1\ - I (f) EE-5 - t) 11/ � | ~-'�--------. | � ` ----'---'�— --1 --�---- � ------ BEEN !F----_-----_-_- 4 `^ 'WAITING � � / 12 U _ &( u JE _- ~ / \ ALCOVE ALCOVEU---~- -~-__� / | S|W � | � OH SIM 12 / ' ,�~-.�� / � �` | \ CONTINUE LINTEL ACROSS i RYE HAND D zc | \---2O'-O" OPENING REF 1-AO1 � � -- / . � io \ ��o | ' =��oo ff � COURTESY '-� o ^—~ � cx � m�� ` ou�� \ � | � -- / . � CHILDRENS�� [� Lo � , �� y^� TENANT � -' | '`-'`' `'` ' �� �CAMERA ROOM LL �o � SPACE 23 � | o � ' | � / ` l* \ /LEVEL rn / � | \ ` | ` L6 WITH BOTTOM OF BLOCKOUT REF | 'INSTALLED BY GENERAL CONTRACTOR < 12 co | . / �4-A5 / / !ro � � | / ' | \ " -HEADBR �� O4^ AFF `` ��[���[�|[l[l[7 =°'°°^~~''` | � / [`2\��A r` , F-���� ' cn cn lz `- -�n� - � --- ^ BULKHEAD AT--/' -- | "c " `� CASH ' | `/ `- FAMILY . | K�[�N ' �z" | | | | �� | [��F�l ^' ' ^~'^^ .,.,_., y� | | | Vy(�k���N | -� [| ___ [ | ��(lU|[�k�[��JT HT_� = | 52 AFF | | |_` �i| | � c»�� ' | | | > cn�� L���-| | | | \ | r��/ STORAGE |1/2 0 Sim Lf) D. up I ro 12 6.10 ------��v�~_ ` ' ` ' � . / � � ' _ � ` ' . 7.5 ` ^~-~� �' .� . � | � U � 1/4^=1'-O^ 0720O2 C\oO51-OO1-f ISSUE BLOCK Al 06/21/02 REVISION #6 CHECKED BY: ohm DRAWN BY: LAF41 FILE NAME: 192-AO51 DOCUMENT DATE: 11/16/0 ' � � ^ � A5, 1 � ` 0 0 m N cD p Q a N W a U Q 0= O Y Of H ¢MQ p W S N OHS Uw r- Z:) W Q� 2 t0 (n m a U W F oo, a D u- <Z<t-�oFw 0 Na oav-�owXwvmQCK a mcpN tn:22�-JWQ-w wowzL,Vo��2w w- ZO 3vaW-www W0Qo�o �. 00-F-QQKDZ�4.<ZZa Z fn ZQHQ WSW aQ3 Jj ¢a�Uwv�iZ�w�tnUZ�W QO[Ji00X���Fs=0w0 i� V) O Z W� W W D i ISSUE BLOCK 1 03/19/02 R E V# 3 2 05/17/02 R E V # n 3 06/21/02 REVISION n6 4 08/13/02 REV. #8 5 09/09/02 REV. # 9 s 04/25/03 C C D # 1 07/10/03 C C D # 4 s 08/21/03 COD # 9 CHECKED BY: lbhh DRAWN BY: LA.H FILE NAME: 192-AO70 PROTO CYCLE: 092801 DOCUMENT DATE: 11/16/01 ROOM FINISH SCHEDULE SHEET: A7 EQUIPMENT SCHEDULE 83101 AC/AC1-26 NO DESCRIPTION MANUFACTURER MODEL NO NOTES TB01 SURFACE MOUNTED LIFT AND POWER CHALLENGER 65000 UNIT FORWARD 6000TL 3 5 TB02 WIN POST SWING ARM LIFT CHALLENGER 39MOO 4 5 FORWARD DPO97S TB05 CUSTOMER RETURN OIL 240 GAL CONTAINMENT LC-240 2 SOLUTIONS TBO6 TIRE CHANGER CORGHI A9820 1, 2 COATS 5060A T807 FILTER, REGULATOR, LUBRICATOR COILHOSE 8828-M, 8808H 1 PNEUMATICS 8848 TB08 WHEEL BALANCER CORGHI EM8040 1, 2 COATS 950 TB10 WASTE OIL TANK 800 GAL CONTAINMENT SOLUTIONS LC-800 1 DUNN TB12 AIR COMPRESSOR CHAMPION VR10-12-460V 1 TB13 VACUUM JE ADAMS 8704 1 IVS 100002 TB14 WINDSHIELD WASHER FLUID TANK CONTAINMENT SOLUTIONS CH-110 1 DUNN TB25 OIL STORAGE TANK 400 GAL CONTAINMENT SOLUTIONS LC-400 1 • DUNN TB27 PIT COVER MULTIPLEX 20115Y 1 UNIVERSAL 2012OR TB29 AIR COUPLER VSA MILTON 715 --- T830A LUBRICATION REEL SET ENGINE OIL #1 GRACO 218-445 1 TB30B LUBRICATION REEL SET ENGINE OIL #2 GRACO 218-445 1 TB30C WINDSHIELD WASHER REEL SET GRACO 218-445 1 TB31 ROLLAWAY OIL DRAIN GRACO 235-346 1 TB32 GEAR WALL SERVICE GRACO 232-803 1 T833 CHASSIS WALL SERVICE GRACO 232-789 1 TB34 DIAPHRAGM PUMP WINDSHIELD WASHER FLUID GRACO D31-255 1 TB35 GEAR OIL PUMP WITH KIT GRACO 236-876 1 TB36 CHASSIS GREASE PUMP WITH KIT GRACO 238-889 1 TB37 MOTOR OIL PUMP (3: 1) GRACO 244047 3 1 TB39 AIR/ELECTRIC UTILITY BOX CHALLENGER 10264 1 FORWARD 991359 TB40 25' AIR HOSE GRACO 109-127 3 TB41 CHASSIS GREASE HOSE GRACO 109-152 1, 3 TB42 GEAR OIL HOSE GRACO 220-593 1, 3 TB43 WASTE OIL DISCHARGE HOSE 109-1123 1, 3 GRACO TB45 WASTE OIL PUMP GRACO D73-525 1 TB46 LIGHT REELS GENERAL MFG 3313-4029 1 TB47 WASTE OIL SUCTION HOSE GRACO 109-123 1 TB49 REFRIGERATED AIR DRYER CHAMPION 35 CND --- TB50 FAN HRS P30-EX1 1 1 FURNISHED BY WAL-MART AND INSTALLED BY GENERAL CONTRACTORPER MANUFACTURER'S SPECIFICATIONS FOR EQUIPMENT WITH (2) MANUFACTURERS LISTED CONTRACTOR SHALL VERIFY WITH WAL-MART WHICH MODEL AND MANUFACTURER ARE APPLICABLE 2 WILL ARRIVE ON JOB SITE AT POSSESSION DATE 3 GENERAL CONTRACTOR TO FURNISH AND INSTALL STEEL PLATE FOR MOUNTING 4 GENERAL CONTRACTOR TO INSTALL FLEXIBLE HOSES TO REELS 5 HOSES ROUTED THROUGH EMBEDDED PIPE SLEEVE. REF MECHANICAL 6 TB39 SHALL BE PROVIDED WITH LIFT 7 WAL-MART PAYS FOR LIFT INSTALLATION. GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE INSTALLATION SCHEDULE REF SPECIFICATIONS a EQUIPMENT LOCATED IN PIT LUBE BAY SUPPORT REF PLUMBING STATION BY WAL-MART REF ELECTRICAL SLOPE TUBE STEEL TIRE 9 GUARD 3" AFF TO ALLOW AC2 FOR SLOPE OF SLAB GUTTER AND BRACKET SECTION CMU WALL SEALANT MASONRY ANCHOR WITH NEOPRENE WASHER METAL FLASHING EXTEND 8" ONTO CANOPY, 6" UP WALL No m 12'-8" ABOVE GRADE L- - - - - PREMOLDED CLOSURE STRIP AT BOTTOM SIDE OF DECK STEEL ANGLE REF STRUCTURAL ANCHOR REF STRUCTURAL CANOPY SECTION 1 1/2"=1'-0" 092801 C\AC010-007-f SEALANT __- - FLASHING BEYOND ` P2 SHEET METAL FLASHING PAINTED O 7 STEEL CHANNEL STEEL ANGLE P2 P2 0 CMU BEYOND * O� SECTION AT­QA NO �PY TB40 TB41 TB TB 42 TB43 <TB TB50 ROUTE THROUGH TB SLEEVE TB REF PLUMBING - ; 0 0� I b U 1 _ PVC SLEEVEI BELOW SLAB N �j - --- --- I 0 -- - }------ ^ r -- ---- -- ----- - -- ------ 1 - - — — - REF PLUMBING `�) '::IB02 I � PFX POWER UNIT I 1 TB 30 i -�� TB13 I I TB27 4 -i � TF46 - - - TB27 TB39 TB39 of I„ I `t> 7'-4" 7 -4 7'-4 15'-8' - ( (7 TB31 I TB46 16 -1 TB29 TB31 ' , TB29 22'-0' I I 0 Ld V) z cy- �< U Q� Q Li 3: Df >- {- m '- -.TIRE-. STOP—j 1IRE LOOK UP I I� TB06 TB08 - -1 F- -r 7 FURNISHED BY 1 f _� _ { _ I _ 1 (WAL-�LABT-1 I ' J l i I I L I 1 1 /2"=1'-0" 092801 1101 ImI �- L J TB35 T l_ TB36 0 - -� TB34 TB14 I �r TB49 0 I TB12 c° � TB07 0l TB29 - I TB06 1» 1 , 1» / PVC SLEEVE TB29 I 92 �42 13 32 3 - g2 110'-24" BELOW SLAB 00 REF PLUMBING TYP 3 ' TIRE AC2 STOP I 3 I 3 1 P TB02 Li ( TB39 I AC2 YP I AC2 TB46 TB39 PFX I 1 TB46 I POWER --�- t° - I UNIT o - I I I I I N TB29 I TB39 ' 1 TB13 1 _ 1c lI I � � N TB01 ( I /-EYEWASH EQUIPMENT PLAN 1/8"=1'-0" 092801 C\AC010-002-f ill C\AC010-005-f I1 I I11 { 11 III I1 I k � I\l I11 11 111 111 I i l Ii I I\ I\I I11 I I L L� LA 4'-10" [4'-10" [4'-10" 1'-6" 1'-6" BATTERY `STORAGE RACK 7 AC1 c c TRE/BATTEF 1 /4"=1'-0 092801 METAL DECK REF STRUCTURAL JBE STEEL CANOPY BEAM EF STRUCTURAL 111'-4" Alk TOM FOOTINGS TYP REF STRUCTURAL Y SECTIO C\AC010-006-f REF STRUCTURAL PARTIAL INTERIOR ELEVATION 4 1/4"=1'-0" 092801 C\AC010-004-f 5. 14 13 115'-4" 81'-4" 'z 30"x48" CLEAR AND LEVEL FLOOR AREA m 0 3'-0" rN 6] o I A 12 `�' ' N ' A3 ; HAND DRYER TOILET B6 A6 601 -K A6 8'-6" METAL GRAB BARS REF FIXTURE MOUNTING SCHEDULE SHEET N1 TOILET PLAN 1 /4"=1'-0"- 092801 C\ac010-003 12 1 34'-0" 1'_2„ i 1'-2» 15'-6" 12'-0" 2'-8„ I 1'-t2„ 12'-0" 2, 8„ 12'-0" 4'-8" 12'-0" 3'-4"3'-4"L 5'-2" 4'-4" 23'-4"10, I MO MO I MO MO MO I MO , I I g 6 -3 7'-6" 5-3" , 4 l . PAIR OF 4'-0" x 11'-0" z Q ORNAMENTAL METAL GATES i I 1 I cD FENCE POSTS TYP — 5-AC1 �Z 10 I TIRE/BATTERY i I �{� - - - STORAGE I 0 C', - vlej 1 ' I w F� F 4'-0" PLYWOOD d I (I I I I I WAINSCOT I I BZN LJI ( �, j I s►M 0 N 0 I 0 0 I I\ I I i 2-A6.2 N 1MECHANICAL71 A6 111 ! \I 111 ROOM I \ I I co I I i t I I 602 ill 11 1 I� I I I I I I I ----------- - -- G "� �l--_---------c-------- ----- I I o _ �TORACE� I �I �- - - - - - 'I - - - - - - s IL (!9 I 111 II II II _ o 605- (I 99'-1 o I I Ili Gi s= 111 (I I i 6» or 11- s>� I I I I I I I I I I I ( I; 4, 8„ 14'-0" 2 -0 12'-4" 8» 4'-4 N 99-11' I ' IIII III III IIII�� o H H ,E I I ( II1 FINISHED OPENINGNIH I I I I I-� C-_---a i I I I I I �U- �— — IIIII III III IIII) A6 rA -- H H H H \\ J G'/ 11111 111 N III IIIII i I !— — — a ® ® 1 IIII Il IU IIIII WAITING', L-_I---� , I I I( i t rl� I i II I �jll I Io M AREA 12 B3 U j a - l u u u u 100'-0" � 111(I� rill iM� jlil f I a ► 0 606 Q I , o o I I IIL Jil IL III I I_I o'» 8,_0„ 6>, 5,_0„ o u r) I — — —1 ( I I I� �! ILI Ill I (� I I 1i n n n n I I I I T IIII II II IIII N I K I CUSTOMER E.6 v' - I I I I L--------------- -- - ---- - - I I L J` w - v---- ---- 0 04 II SERVICE ' H H H H SERVIC I 1 A © 6-AC2 12 �, AREA SERVICE �� 5'-0" 5'-0" 5'-0" 8'-6> 3'-0„ 7'-0" 1 l I I I f I I 6 I PIT I o 2-A3 H H H H 00 609 F8 0o II N III I I i t I I ® I Q o ! 0co N H H H C�------�� �' a L Q Q Q Q II Li H V H H I ( 10 0 I 0-A6. N6 I N6 , LOPE ! I 99'-10" Q 7- I 12) I 12 CE 12 o o I SUPPLY I I 12 B6 607 i? I I f ITITIT(TI �1 99 11 I N >- w (o i ' ROOM ( ( 0 (SECURITY A N L 0 - - - - - --- - - - - - - - - - F I O AA N N AC1 16'-8" 12'-0" '- 12'-0" -g' 12'-0" 4'-8" 12'-0" 3'-4"3'-4" 10'-8" 8'-6" 6'-6" 8'-4" 1'-2" MO MO MO MO MID ' ° AUTO CENTER FLOOR PLAN 1 /8"=1'-0" 092801 C\ac010-001-f o ' a � � NEDo 11 iz ¢ V) Q O Y O= F oZO H oW� oH� U� wom QU UW) 16, ¢zo U-:za W �N `z¢Q¢9�p Z-z SwF �Soowviaou <a 'mwovifL�Qwo�w o Z��I-xQ>-Zv)�m LL- J aLdF w�Mu)Zzio z Qa0�0 www�o0�0 <zviZ,;na.ZWLO Q¢0=,�Zw wvizwv>U5nl — oTa�Nw-z � -jL-�Q�~"V) �t-0Q(naf()�QF SSUE BLOCK 06/21/02 REVISION #6 0 08/13/02 REV #8;; 0 08/21/03 CCD #5 3 a� A, CHECKED BY:,,� DRAWN BY: LAFA FILE NAME: 192-AC010 PROTO CYCLE: 092801.1 DOCUMENT DATE: 11 /16/01 SHEET: AC 1 PHARMACY SIDE ri- 1 SALES SIDE DOOR SHELF 13 1 1/2" = 1'-O" 022803 C/PH010-013 3'-O" (1) LAYER 3/4" SUBSTRATE WITH PLASTIC LAMINATE FINISH PL5 3/4" ADJUSTABLE SUBSTRATE SHELF PL5 3/4" SUBSTRATE ENDS AND DIVIDERS PL5 BASE B1 V V V I ♦ 1 1— 1 � V 6� V I I V I • L 1 1/2" = 1'-0" 022803 C/PH010-009 ---------------, I _ I I I , 1 I i I � I --- COILING SHUTTER 1 1 i l I � 1 I 1 I i II 1 I I LINTEL 1 I REF 1-A6.1 I I I I I i FIXED BRUSHED ALUMINUM FRAME, TYP I I I I I, 111 I II I l 111 I � I I II � II COILING SHUTTER TRACK WHERE II SHOWN ON PLAN 1 � I 1 i I I II 1 ' I PRIVACY WALL REF 10-PH1 SIM I I I I I 3„ I, 4„ 94 I i i I 3/4" SUBSTRATE WITH PL5 TOP AND EDGES 1, LAMINATE METAL TRIM 7 Kf7 1 1 /2%1 1/2" CONTINUOUS 14 GAUGE ANGLE WITH (2) #10 SELF -DRILLING SCREWS AT EACH STUD SECTIONAT STEEL TUBE WALL BRACE COILING SHUTTER. 1 1/2" = 1'-0" 022803 C/PH010-007 1 /4" = V-0" 41'-0" COILING SHUTTER REF DOOR SCHEDULES FOR SIZES TYP BUTT JOINT "H" TRIM REF SPECS — CASH WRAP BY GENERAL CONTRACTOR INTERIOR 022803 FIXED GLASS WINDOW I I\ B5 REFRIGERATOR CY ELEVATION C/PHO10-003-F r- NOTE: SHUTTERS ARE MOPENING TYP OUNTED 2" ABOVE SINK C 12 1 /2" = 1'-O„ rnrn ihir+ nc cnucniJLED NTERTOP FURNISHED INSTALLED BY ERAL CONTRACTOR "SUBSTRATE :PANEL WOOD BLOCKING WOOD BLOCKING N TO FLOOR INET SECTI ON 022803 C/PH0107012 4%1 3/4" WOOD :REWS 4 WOOD BLOCKING F FLOOR PLAN FOR CATION sue. NTS 022803 C/PHO10-008 (-iVrf'1 ^I Af"[" tAli Alf, I�\AI DISPENSER ON OF WALL REF PLU FULL OVERLAY DOORS FILLMASTER FILTRATION SYS REF PLUMBIN WATER HE REF PLUM FAL TRIM , 14 GAUGE 2) #10 31 SCREWS FOP bAJL UAt3INL I SINK CABINET ELEVATION 1/2" = 1'-0" 022803 C/PH010-0117 115'-0" TOS GYPSUM BOARD (4) #10 TEK SCREWS Ah 113'-0" MJ TOS CORNICE REF 5-A5 SIM FIXED BRUSHED ALUMINUM FRAME 1/2" CLEAR TEMPERED GLASS WITH SMOOTHED CURVED EDGES AT EXPOSED AREAS + + + o +rl+ + I 1 1.+ CO +I I+ + + PLASTIC LAMINATE o +I I+ PL4 I +11++ + II + + TUBE STEEL +1 1+ + WALL BRACE I I + B1 I1 ELEVATION PRIVACY WALL 10 1/2" = 1'-0" 022803 C/PHO10-010 I I I I + +1 1+ + 3 5/8" METAL STUD BRACE TO CEILING JOIST 48" OC TYP WITH (4) #10 TEK SCREWS 1/8 1@3 1 /8 1@3 AT EACH STUD 3 5/8" BRIDGING AT MIDPOINT OF STUD BRACE 1 FIXED BRUSHED ALUMINUM FRAME 1 1/2"x1 1/2" ALUMINUM EDGE TRIM AT ALL EXPOSED EDGES n 3 5/8" METAL STUD TRACK I 1 1 2 1 /2"x2 1 /2"x3/16"x5'-6" I I TUBE STEEL WALL BRACE PLASTIC LAMINATE PL4 ii 1 1---1/2" PLYWOOD BACKING II i 131 CORE DRILL SLAB AND SET TUBE I STEEL WITH EPDXY GROUT 24" (I BELOW FINISH FLOOR 11 SECTION H 5 PH1 --------------------- Ii i (4) #10 TEK SCREWS i METAL STUDS ATTACHED TO SIDE OF CEILING JOISTS REF 6" METAL STUDS ATTACHED TO PLAN FOR PARTITION TYPE SIDE OF CEILING JOISTS ( 1 /8 1@3 0 AT EACH STU 1@3 1/8 AT EACH STUD 1/8 1@3 1@3 1/8 3" x 18 GAUGE FLAT STRAP BRIDGING A MIDPOINT ATTACHED TO JOISTS WITH TEK SCREWS GYPSUM BOARD ON 1/2" 6%6" WIRE MESH ATTACHED TO PLYWOOD SUBSTRATE ; ; ; TOP OF JOISTS WITH TEK SCREWS C8x1 5/8" X16 GAUGE 1 METAL STUDS AT 24" OC 110'-0" I I+ +I BOS (4) #10 TEK SCREWS (2) #10 TEK SCREWS (4) #10 TEK SCREWS AT EACH JOIST +' (2) C12x2" 12 GAUGE WITH TOP AND I + +I + BOTTOM TRACK OVER ALL OPENINGS CEILING AS SCHEDULED 0 0 2x2x3" x 16 GAUGE CLIP AT 108'-4 EACH STUD WITH (4) #10 TEK SCREWS BO SOFFIT 1>_O„ "L" BRACKETS EACH SIDE 1 -7 I it FIXED GLASS WINDOW WALL TO CEILING SECTION WALL SECTION 5 1 1/2" = V-0" 022803 C/PHO10-005 4 3/4" = 1'8-V803 C/PH010-004 42'-0" DE DIAMETER/'��"��'�/-�"-��-�/-�.�-'�/'��"��"�/"��.�/"�'��"�/"�/'�/����I'��������. TS AT 48" OC 2'-0" 8'-10" 3'-4" V-8" 3'-6" 14'-9" " PL4 = DR 6.11 PES 3-0LI E OF w '" 2-PH1 SOFFI ABOVE 2'-0" 5'-8" 5'-8" ° I w i - - - - I 6'-6» 4'-3" L 3'-3„ ..............:...................................................... ............. ................................... . . ------------------ ------------- COUNTER SECTION AT WINDOW D 6--------------------- ----- O---------------------0 ------ ------ ;°--� K(-------- ------------------------------ Qo 1 1/2" = 1'-0" 022803 C/PH010-006 of 15 � 1D5 REFRIGERATOR 42 0------- ---- 15 CHECKOUT 13 ���� 0 DRILL HOLES IN COUNTERTOP PH1 FOR CABLING AND SEAL RAW 1 3 PH1 PH1 E 5 N EDGES WITH CLEAR POLYURETHANE FINIS 8 � I I P 1 ( in ,P7 :..•.P 1,> FILLMASTER PHARMACY 115'-0 4,_8„ 2 -0' o TOS FILTRATION SYSTEM '� 300 WILL REF PLUMBING (- - N : _ 113'-0 � •`• :.� ... . � . .� . � : :• ... .. ... ' .. . .: .: .. . • �. � . CALL - - - - - - A6 9 � -+-- T� I I I I � I I I TOS If) 9C6 �T I _TT� N I T I 7T1� - o 6 PH1 SIM \; Q >: CONTfNUE CROWN. METAL GRAB BARS IHC .r - I I ( ( I I °p I ( I { I I 2'-6" o -AT•SIDE$;'-TYP..- REF FIXTURE MOUNTING SCHEDULE O 9 G3 .COILING r` SHEET N1 I SHU:TTER. ( ��� 6 P Y 1 0 h 1-P I I I I �ocKBox HARMAC _.:___.. III o III 4 a 1.=,�,, H I I I I I I I I I 5 I I FIXED GLASS I ' TOILET C6 I D �' I i I i I I `� i I I A9.1 �v 00 WINDOW I ++T+++'+T+ '+T+T+T+T+T+T+T+T+T+TTT+T+T+ +T+T+T+T+ +T+T+Tt `tT+T++ AND LEVEL E I 30' x48 CLEAR 3 -0 2 -8 4 -0 4 -0 4 -0 5'-4" + + + + + + + + + + + + + + + o AND LEVEL SPACE + +T+ + + i + Z+ +++++ +++T+T r + +� + + + + + + + + + + + � + + + + + + + + + + + + + + - I I + + + t t++++ t +i + + + T +++ + ++T r + + + 1 -4 1 -4" 1 -4 1 -4 1'- 4 + + + + + + T + + + + + + + + + + + + + T + + + + Uo + + + + + + + + + + + + O + + +IT + +T+Y+T+t + T+ + + +�+ + T+�+' + + + +T+ T+ + 9'-4" 32'-8" t� + + + + + T+ f� + + +'+ + + + t + + t +++ + +T+ + + + + + + + + + + +T t + +++ I + + + + + + + + + + + + + + + T+ + + + + + + + + + T+ + + + +' T+ + + + + + +T+ + N B5 6.11 ALUMINUM METAL EDGE TRIM \� 2 P3 6.11 g5 PL4 EXPOSED EDGES TYP PL4 Q 9,3 AT ALL EXPO E E Koo PH_AR_M�AQ_Y_EMTER.1OR ELEVATION PHARMACY PLAN 1 /4" = 1'-0" 022803 C\PH010-020-F 1/4"=1'-0" 013103 C\PHO10-001 0 � it N (o O Q W N U Q 0= O `1 FWW- po • ¢MQ f =N �oW vcr� X= co (n M Q 0 w = w0� �7d• a¢r-oz 0 �o a a � tL � w N w oy� zaa oZz §rz � �a�s000aW���Wo� aN¢P in wwa ar VfvozOm 0 w 2 0 0 F o � zvwaiZo���..a=Wa�¢oaa$ J �¢Uw5I,_ �UZ�` 00G' n1- xaF wcwi_�powo,:: a- Q) �ZEn �� 5=(YN (n < 0¢uwi¢W�a r� CD raj Z W c� r� o. ►� iJ7 I ' of ISSUE BLOCK 1 04/25/03 CCD #11 08/21 /03 CCD # 9-1 CHECKED BY: (Jnr DRAWN BY: LA FILE NAME: 192-PH01 PROTO CYCLE: 092801 DOCUMENT DATE: 11 /16/01 15 2 1'RRIGATION WATER I SUPPLY WCO `1 1/2" IW# ,3 „ ,,3"VTR 2 WATER IRRIGATION SERVICE WITH MAIN . i SHUT-OFF AND SS-� DRAINDOWN VALVE FD11 I 4» 4 !� (HBZ) AT 2 » I — 9I 2" IW TO GA,, RDENfq 1 1 /2" IW TO RAINBIRD CENTER HUStNLLL-ti IRRIGATION SYSTEM � REF 6-P3 &; 7 P3 REF d EF3 6- & 7-P3 4'"-„..v"''.,...-'�'o,.......'w:...,.%'.,.x_.,fo+...,.�'">.....,sb^»<.,a'`�..,,.,.-"'....,LN,�,.=.';-"...,.,...+,✓'...,.,,.,.Fs...r:..'`.e,,;.....,+:'',,'� r;',,.✓'°"�,..�".....:.,,+`'v.:.,,o:r _,._ f�**.3✓ MECHANICAL CLOSET a2PLUMBING PLAN 1 /8" = 1'-0„ 2" IRRIGATION WATER ENTRY REF CIVIL O-- 0 4 5 4" SUMP GP2 GP5 REF CIVIL PUMP P2 DRAWINGS 2 DISCHARGE 1 I —® REF 7 P4 _------_ o to 6 TWO-WAY CLEANOUT INVERT I§ ELEVATION 93.00' REF CIVIL DRAWINGS 4 DRAIN FROM I r�a, � I TRUCK WELL I { 153'-4" 1 , 12" DOWN THRU SLAB` WITH CLEANOUT AT V) 18 AFF TYP OF 6 I H rA € `n 15.3 14 13 fi 3/4„� ll` T� AND 8" FIRE SERVICE 6» I �...... i€'� �.> 1 � 9 8� ENTRANCES 7 6 5 4 4_' 3 I �� HOLD ROOF DRAIN � I #gl REF CIVIL ROUTE PIPING AS REF CIVIL DRAWINGS- 12" UP TO 12" OVERFLOW STORMLINE 1 LEADERS AS HIGH `{ F ,M„1 DRAWINGS TYP i HIGH AS POSSIBLE I # OVERFLOW I § 4 j 1 0 TERMINATE THRU WALL HIGH AS POSSIBLE TYPI IN JOIST SPACE { 1 1 I 1 'Y ROOF DRAIN l TYP OF 6 �. 15.101 P3 �" 4 y _ 12 GP2 GP5 i TYP OF 12 t- REF ARCH DRAWINGS i € , ABOVE DUCTWORK € 1 _ € I II I € cn 2"/FT FALL) TYP (zt �o i -� i ( I ORD : 1 I 12 J oREF 1 MP1 �-ST� � � , Ali � � •;;� (/ — ---- �-- � 1"., �� � $ �� � � RD SST / il a I ..,.:,..,...p...... .... .......... .....s w......,,.,..., .,:�. a. ,.«�......«.> ..,..,.. �.. .,.....,...,,_..,. ... ,....,,�:,�.."_, .. ,:,>.,�^:•'Xy ...�...,.,.a...».P`..,x ,�..-.._..., ax-..,.� ,..... ,b�.'^.:°'Y ,«��a...,,st-` cw.,- .s-^ ,+'.. _13 z, # o=-o--OR D J » �` § '� �•� `�1�-�:�..�-�.,�>�,..�� 3 `f t i,.r �I ✓gym i R S'-•„ 4` i I§# 0—o--RD x..{ » , I � { — I — t i 12 � 1,��—�,w___ ��� � .✓���I ��; — , a i I � �-- _— w..�...�.... �>,� � _ b .�.�.�_�._•«.,..�,.,.__..�.�,:-���_.�.,�.�. �,�.,,...�.,_�.>.�—�. _.. 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REF 1-MP1 CLEANOUT TYP - ELEVATION = 95.00' REF CIVIL DRAWINGS 8" UP TO I ( s Tr j: 4 ROOF DRAIN y TYP OF 2 I #1 REF 1-MP1FCOf .x ch CD------------ ----------- �s s. 3a----tl------ �g TM ry 1 E 1 § ,€ I I€ \--------------------'` — — — — — — i I FCO FINISHED FLOOR ELEVATION 2 I I g I I wm, gi f3 ! 1 I x i , � [ TYP 15.100 rr , 3 j ! € € x , s I FCO � �,, , .. � «>z�r,, .o ,.« <., . ,.:_.. _..�<, ,., �.. �..,®.g. .,., ..,,.<.,. ._ r,..,,..,... >.,.—,.,. ,...._z..a. ,., .x,�..r._.- ;i <,,. ,<.<.. .. .. .......�<W,... m..,..._._,..,.. «<. �...<.,:.,..... ».._»m.. �i�a.t, «.,.s ..,� (,� _ ,......,...«.,,. _�[�p� ,..«.... j .,.• �a�A.:' a3 i{ I v I 3 (j$(j$(j$j �(j� I s_,ai.c Plc r .,..y.b .,,,✓ x 3 i f {{ � {{ • � ��� 'SCSl e �� �ypl _. 7y7p qq ( - '"•y..,,,� u i,i FPWH21/4" a0 t # s € j 1 RAINBIRD DUAL PROGRAM HYBRID I I I N 60" AFG .... _ CON... �>,_..� �...�.__�. ��d�-.._ , �.,�_.H, _.-..,�u� .- �.��....,.. � �r.>��.r .... ._ az .w,<.a.���..e., ��r4..m ,�� , �•,.- .__ �..5..v. _,...-�.�,. � ,�-.__,__ -_ ._. _ �. � � � e TROLLER SERIES ESP LX TM PLUS (8 STATION) AT 60", AFF FCO I N� ON WALL §.., O ! I / ALL ABOVE -,GRADE 2 4k ,`5--__.e. I .gI WATER PIPING INSULATED I y a g sw 8-2 FS1 1 2 I ? 9 1 1/2" O! 1 IW— 5?t —IW 4 - - - ►W— 3" FCO 4 4 YCO-R o 1€ s VT FCO I y § 2» L 1 1 /2;, 15.104 — — r yy { I , X x efi _ - �IRAINBIRD 100 € 4 ��:�.�....�,� , �!� ..._ �� 1 � » I � � � ��� _..;,. .. �...�ffi-�- �.` � ��..� . ��� ���1 I 6" RE ARCH l 1 1/2" DVF VALVE # I I (i.. ' i } II .r "{_"""�. 9 tEP 1 $ is € .n.° F 1 3 t a i ialF a_ !FOR DOWNSPOUTS _� I;(€, TYP OF 3 > f FCO SS ly (; E € s __ >, `,;3 6" ._.:_ v.:..�0.--'* LOCATIONS i TYP OF 3 _. ! I € � I ,, s 3 , 6 .,;I RAINBIRD 1 1/2 _.0 I. __ —w_u. I , , — _—_—._�, w. ._.x 12 11 2'-0" FPWH REF CIVIL I REF 2-P4 DRAWINGS ='<- 4" SUMP PUMP € r P2 DISCHARGE ! S y REF 7-P4 it 4" DRAIN FROM €� TRUCK WELL €I IN ¢!. _. 4 r222'-2» 1,_6,> '€ A J 3" DOMESTIC WATER 150-PGA MASTER _- VALVE AT 60"AFF I# sl 1 r� FPWH2 „ 6 " o _1 I I - fx 60" AFG _ (:r 1 ., v 4 9 ( + 1 I N i � S N i — — ---- --- — ------ --- �� —a— — — •� — € — — — e — — — — — — a; S ' ] _,�...�. —_ i � 3 \I i 00 ��tr _. M `i � G _..>a_-. _ _._.__,.. _ I _ xtr us !NJx,_�-ti.:._ �- . I _.., .__, I t ,,�,� P # , TO BELOW aE:.1' i T, I �' •.r` "$} d ....Y_ €i "4 ,° t ttF Y I 1 GRADE, I sS I€`3# P.=, I; I I €; I I s I ( 6" TWO-WAY { - d= +'y "i`R 3! Ste P �IB2 (2) REQUIRED r� s 1 TYP OF 4 ~'�> = ��' _ �` �_: - � �� � C „ _l I LEANOUT INVERT FOR EACH DROP TYP 6 TWO WAY = L� 1 K �n..f , ' #:I _ .... v1 IS , t I.,:. tw ELEVATION = 91.90 REF 8—P,3 I ,r » � _ F HB2 IN 1 1/4 I CLEANOUT INVERT n,w -F I ; � I {d I 1 ; ' \ _ = w w __ 4 _ 4.; 1/ REF CIVIL DRAWINGS 1 2 (31 -9) - I d TYP OF 3 TYP OF 3 9 Q I g _ i €} !€, €s----------- --«= / µ WALL ELEVATION - 91 50 a _ A.------ 1a ye .. 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NTS FD6 TYP 4" OIL WASTE 700 J��' 3»VTR I I I 3"V J( 3"VTR i 3"VTR J I I I 1 TYP I FD1 3»V 1 I 3»V 3„ 3»VTR Al" 2„VP� 1 3"V 3 4' /" 1 /q WHA I FCO ow I 1 r T I PIT SUMP DRAIN I I .I 1 1 /4" 1 12x24 REF 2—MP2 3„ FCO 3"Vj / I SS1 I 2 \ I / WHA WCO CATCH � FD1 1 1 4" BASIN FCO ,� I FCO „ / „ i 12 V 4„ 3 WC 2 3/4/ " / 3/4„ 4 3„ /" HB2 / HB2 4 36"AFF I, 3/4 4 „ ow i 1 SS 4„ END OPEN 1 3/4" OVER SS1 1 I I� \1``1 /4 FCO 4" 1 3 V I 4 OIL INTERCEPTOR » REF 4—P4 WH33/4" / - MOUNTED 3/4„ �\ 1 ON WALL �` \ �I 1 I 2 VENTBELOWLOW CATCH „ I� SS1 1 /2 �` 12x24 � SS 3/4" HB2 / ' 1 /- ( ,1 1/4" BASIN " L2 / 1 3/4 3/4 WC2 " WC01 4» \ i "1i / HB2 � � 1 /2" � .0 TB29 / I FD6 4" 0� ( v� EW1 � J 4 SAMPLING PORT ow TYP OF 2 3/4" YCO HB2 Q2AUTOMOTIVE CENTER WATER RISER. AUTOMOTIVE CENTER DWV RISER N TS N TS REF STRUCTURAL 6" SCH 80 PVC DRAWINGS FOR SLEEVE LUBE REEL REF 4—MP3 AND 1000 GALLON OIL INTERCEPTOR REF 4—P4 1 s t TURN DOWN 2" VENT AND END OPEN -2" TANK VENT TYP OF 3 t ';vr z Hr r %- i. 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CONDUIT SLEEVE CPU, CPU o CPU CPU 0 CPU C � _ s r 00 00 r w 9 o r 1 01 :Y REFRIGERATOR 1' —0" 1'-6" 2'-4" 1'-8" 2'-0" 2'-4" 3'-0" 1'-8" i 6 REFRIGER ATOR— OR _1'-4" R .^ r_.r%bw'->JY'^r.wa".%w+"kr1'>ti.eft.ss=r..M°4.a..eA.v.v✓'Fn..�i..e'.Q.'N+3,•we9'+...+°r'w...a'1...,r t .. v 3 � - W% vM .✓° i✓' yi .,w�'�..,�^+��-am+"�...ff',.-.�,,w..�^�+"�s�,:..�.,,,�4_.�',�,�°`w,y�,...*`-,.,a .kr� f�+�w��dkt<.�Y^�,re,...,�=='_.•'+...r=.> -... ,_-o_...: .a'w..,.�r.,,...�--.�a'4>a'.�....�.�„.,s:.u�=,.�`v,✓ _. �^, P H ARM AOY ELEVATI ON 03m PH 1 /4" ARMACY POWER PLAN -:...,.,."w.....'=,d m....�'+.,„,,,'";...r �a.;..G'.r-> �v .i-...... ,..'=,..�+s•,�.>...i'+�,...+"�....✓ a.d'''s...,.,�'�,.�?'�W..,. �a°� ,s ....... ..✓ ..._.., a.,.� r -., .F` �, - - � HAIR CARE POWER PLAN- 1/4" VISION CENTER POWER PLAN, M F- oor 01 0 QZ wp �Za tL � z<< Z w 0 L ; W o aZQao�rn z—Z 0aN\000aw00.<w0 i c~n�waLLJ O ptZx-jz 0N,"omVIiV Ozl_FUo( ww ¢opo 0 3- Np oLd iCOW) aoZ�Z 0��aaQ <NWoo<o Q UujZF L,W V) i-oo�Noo LLJ co osaxv)) <aaavwix0 } J ®,� CD N O o a 0) C\2 � v '^ F+q �l 0 ISSUE BLOCK 1 08/13/02 REV. #8 2 04/25/03 CCD #1 3 07/10/03 CCD. #4 4 08/05/03 CCD. #7 5 08 21 03 C.C.D. #q CHECKED BY: DRAWN BY. - FILE NAME: E2.3 PROTO CYCLE: 092801 DOCUMENT DATE: 11 /16/01 ENLARGED POWER PLANS SHEET: ; E2,3 LGC PANELBOARD 208/12OV, 3 PH, 100A, M. L. 0. SERVES: GARDEN CENTER 10,000 AIC LOCATION: GARDEN CENTER GROUND BUS PANEL PROVIDED BY EDC MFR., INSTALLED BY E.C. ISOLATED GROUND BUS FLUSH MOUNT K A DESCRIPTION WIRE RKRPL PL RKR WIRE DESCRIPTION A 1 EXHAUST FAN (11) 20 2 0.80 0.40 1 20 GC CASH REG (1) 2 3 3/4 HP, 208/1 0.80 0.96 1 20 GC CASH WRAP 4 5 EXHAUST FAN (11) 20 2 0.80 0.96 1 20 GC CASH WRAP 6 7 3/4 HP, 208/1 0.80 0.72 1 20 GC RECEPTACLES 8 9 EXHAUST FAN (11) 20 2 0.80 1.08 1 20 GC RECEPTACLES 10 11 3/4 HP, 208/1 0.80 0.72 1 20 GC PADDLE FANS 12 13 EXHAUST FAN (11) 20 2 0.80 0.82 1 20 RETRACTABLE SIDEWALL 14 15 3/4 HP, 208/1 0.80 0.82 1 20 RETRACTABLE SIDEWALL 16 17 FUTURE GC CASH REG (1) 20 1 0.96 0.41 1 20 RETRACTABLE SIDEWALL 18 19 FUTURE GC CASH WRAP 20 1 0.96 0.07 1 20 EF CONTROL CIRCUIT 20 21 SURVEILLANCE SYSTEM 20 1 0.57 1.18 1 20 DRY PIPE SYS COMP (2) 22 23 GC DOORS 20 1 0.60 0.28 1 20 SEASONAL CLOSET RECEPT 24 25 GC DOORS 20 1 1.20 0.18 1 20 IRRIGATION CONTROL 26 27 SPARE 20 1 0.18 1 20 UTILITY BOLLARD IG (1) 28 29 SPARE 20 1 1 20 SPARE 30 31 SPARE 20 1 SPACE 32 33 SPARE 20 1 SPACE 34 35 SPARE 20 1 SPACE 36 37 SPACE SPACE 38 39 SPACE SPACE 40 41 SPACE SPACE 42 TOTAL 6.75 7.19 5.53 KVA PER NEC ARTICLE 220 56 60 46 AMPS TOTAL LOAD 19.47 KVA 54 AMPS FEEDER LOAD 19.47 KVA 54 AMPS 5 4W j LRX PANELBOARD 208/12OV, 3 PH, 4W 100A, M. L. 0. SERVES: PHARMACY 10,000 AIC LOCATION: PHARMACY GROUND BUS PANEL FURNISHED WITH EDC, INSTALLED BY E.C. ISOLATED GROUND BUS FLUSH MOUNT DESCRIPTION WIRE RKRPL PLBRKR WIRE DESCRIPTION s 1 RECEPTACLES/EF (PHARM. �3 TL 20 1 0.58 0.16 1 20 CASH REGISTERS (1) 2 TARE) 20 1 0.72 1 20 RECEPTACLES 4 5 WATER HEATER 2 10 25 1 2.00 1.72 1 20 PILL COUNTERS 6 8 A T 20 20 1 1 0.90 0.68 1 1 20 20 RECEPTACLES S," 8 0 8 11 REFRIGERATORS RECEPTS 20 1 1.44 1 20 SPARE 12 L 20 1 0.68 1 20 SPARE 14 15 SPARE 20 1 1 20 SPARE ` 16 17 SPARE 20 1 1 20 SPARE 18 19 SPACE SPACE 20 21 SPACE SPACE 22 23 SPACE SPACE 24 25 SPACE SPACE 26 27 SPACE SPACE 28 29 SPACE SPACE 30 TOTAL 2.32 1.40 4.16 KVA PER NEC ARTICLE 220 19 12 35 AMPS TOTAL LOAD 7.88 KVA 22 AMPS FEEDER LOAD 7.88 KVA 22 AMPS I LVC PANELBOARD 208/12OV, 3 PH, 4W 100A, M. L. 0. SERVES: VISION CENTER 10,000 AIC LOCATION: VISION CENTER GROUND BUS PANEL FURNISHED WITH EDC, INSTALLED BY E.C. ISOLATED GROUND BUS FLUSH MOUNT K17A DESCRIPTION WIRE BRKRPL PL RKR WIRE DESCRIPTION A B C 1 RECEPTACLES 20 1 1.08 0.72 1 20 PRETEST RECEPTACLES M 2 3 RECEPTACLES 20 1 1.50 1.08 1 20 POWER POLE RECEPTS 4 5l RECEPTACLES 20 1 1.86 1.08 1 20 POWER POLE RECEPTS (1) 6 7, POWER POLE RECEPTSy 20 1 1.08 1.08 1 20 `, POWERPOI Fr._RECEPTS a(1,)z 8 9 RECEPTACLES / EF 20, 1 0.58 0.72 1 20 EXAM ROOM LIGHTS 10 11 TINT BATH 20 1 2.04 1 20 SPARE 12 13 SPACE SPACE 14 15 SPACE SPACE 16 17 SPACE SPACE 18 19 SPACE SPACE 20 21 SPACE SPACE 22 23 SPACE SPACE 24 25 SPACE SPACE 26 27 SPACE SPACE 28 29 SPACE SPACE 30 TOTAL 3.96 3.88 4.98 KVA PER NEC ARTICLE 220 33 32 42 AMPS TOTAL LOAD 12.82 KVA 36 AMPS FEEDER LOADI 13.00 KVA 36 AMPS `f �Y �i a`. `- '_-•' �.`w., '-a..e." ..,.. -. ,f':'3...... ✓'>�.M"'.:....+ AxJ",_ `. ,.. .....}z.*r.e a. i• .<_r �... a ». -n.. a .a .+ rl ...✓ ...e- ...-..1 ...__l`2w. -<. w... ....... ... irr .... r...t a. s..... �...F m..s ..+t ..,.,.: ..> LHC PANELBOARD 208/12OV, 3 PH, 4W 100A, M. L. 0. SERVES: HAIR CARE SALON 10,000 AIC LOCATION: HAIR CARE SALON GROUND BUS PANEL FURNISHED WITH EDC, INSTALLED BY E.C. ISOLATED GROUND BUS FLUSH MOUNT DESCRIPTION WIRE RKRPL KVA PL RKR WIRE DESCRIPTION A B C 1 STYLING BAR 20 1 1.50 2.50 2 30 #10 DRYER 2 3 STYLING BAR 20 1 1.50 2.50 5.0 KW, 120/208/1 4 5 STYLING BAR 20 1 1.50 1.45 1 20 WASHER / EF (HAIR SALON) 6 7 STYLING BAR 20 1 1.50 0.60 1 20 TRACK LIGHTING 8 9 STYLING BAR 20 1 1.50 0.60 1 20 TENANT SIGNAGE (2) 10 11 STYLING BAR 20 1 1.50 0.72 1 20 DISPLAY RECEPTACLES 12 13 STYLING BAR 20 1 1.50 0.18 1 20 REGISTER (1) 14 15 STYLING BAR 20 1 1.50 1 20 SPARE 16 17 STYLING BAR 20 1 1.50 0.54 1 20 FRONT COUNTER RECEPTACLES 18 19 STYLING BAR 20 1 1.50 1 20 SPARE 20 21 HAIR DRYER RECEPTACLE 20 1 1.50 1 20 SPARE 22 23 HAIR DRYER RECEPTACLE 20 1 1.50 1 20 SPARE 24 25 SPARE 20 1 SPACE 26 27 SPARE 20 1 SPACE 28 29 SPARE 20 1 SPACE 30 TOTAL 9.28 9.10 8.71 KVA PER NEC ARTICLE 220 77 76 73 AMPS TOTAL LOAD 27.09 KVA 75 AMPS FEEDER LOAD 24.26 KVA 67 AMPS LTS1 PANELBOARD 208/12OV, 3 PH, 4W 100A, M. L. 0. SERVES: TENANT SPACE 10,000 AIC LOCATION: TENANT SPACE GROUND BUS PANEL FURNISHED WITH EDC, INSTALLED BY E.C. ISOLATED GROUND BUS FLUSH MOUNT KVA DESCRIPTION WIRE RKRPL PL RKR WIRE DESCRIPTION A 1 JUNCTION BOX (1) 20 1 0.36 0.36 1 20 DUPLEX RECEPTACLE 2 3 JUNCTION BOX 20 1 0.36 0.54 1 20 DUPLEX RECEPTACLE 4 5 DUPLEX RECEPTACLE 20 1 0.18 0.60 1 20 TENANT SIGNAGE (2) 6 7 SPARE 20 1 1 20 SPARE 8 9 SPARE 20 1 1 20 SPARE 10 11 SPARE 20 1 1 20 SPARE 12 13 SPACE SPACE 14 15 SPACE SPACE 16 17 SPACE SPACE 18 TOTAL 0.72 0.90 0.78 KVA PER NEC ARTICLE 220 6 8 7 AMPS TOTAL LOAD 2.40 KVA 7 AMPS FEEDER LOAD 2.55 KVA 7 AMPS LTS2 PANELBOARD 208/120V, 3 PH, 4W 100A, M. L. 0. SERVES: TENANT SPACE 10,000 AIC LOCATION: TENANT SPACE GROUND BUS PANEL FURNISHED WITH EDC, INSTALLED BY E.C. ISOLATED GROUND BUS FLUSH MOUNT KVA DESCRIPTION WIRE BRKRPL PL RKR WIRE DESCRIPTION A 1 JUNCTION BOX (1) 20 1 0.36 0.36 1 20 DUPLEX RECEPTACLE 2 3 JUNCTION BOX 20 1 0.36 0.54 1 20 DUPLEX RECEPTACLE 4 5 DUPLEX RECEPTACLE 20 1 0.18 0.60 1 20 TENANT SIGNAGE (2) 6 7 SPARE 20 1 20 SPARE 8 9 SPARE 20 1 7120 20 SPARE 10 11 SPARE 20 1 SPARE 12 13 SPACE SPACE 14 15 SPACE SPACE 16 17 SPACE SPACE 18 TOTAL 0.72 0.90 0.78 KVA PER NEC ARTICLE 220 6 8 7 AMPS TOTAL LOAD 2.40 KVA 7 AMPS FEEDER LOAD 2.55 KVA 7 AMPS � 0 U) wo oZ¢ W w�N<z< o w oNz �0 Z- ® -, �w z oo ck�a¢��W���2 �-:! O mw-w,>-i�ww'-zrnE, U 0 Z� 8 g O' a W L w O 3W �m ��oaZZ2< Q �<Ow5a- mmOI2bzw< -� aac�jvoiz�LaaN0 50t!-j Ll mo¢'Now�Q s OF cnw zw0 L' U~) �Z)_tano-1Llaa0<w0�<o zwz �:3 z ¢T z cn x cc*m zca 0 U m o C O W r� O �co w Z as •CD ISSUE BLOCK 1 01 /23/02 REV. #2 2 05/17/02 REV. #4 3 05/20/02 REV. #5 4 08/13/02 REV. #8 5 04/25/03 C C D #1 6 07/10/03 C C D #4 7 08/05/03 C.C.D. #7 8 08/21/03 C.C.D. #1 CHECKED BY: DRAWN BY: FILE NAME: E4.3 PROTO CYCLE: 092801 DOCUMENT DATE: 11 /16/01 DEFROST CONTROL PANEL TYPICAL REFRIGERATED CASE SYSTEM 9 5 DOOR CASE 5 DOOR CASE 4 DOOR CASE I 12.6 A 12.6 A 9.9 A A1� .._ 1 PROVIDE 208/3o HOME RUN TO PRE -WIRED PANEL IN COMPRESSOR HOUSE. FINAL CONNECTION AT EACH END BY REC NOTE: ON SYSTEMS WITH UNEQUAL LOADS, REC (REFRIGERATION ELECTRICAL CONTRACTOR) SHALL ARRANGE CONNECTIONS FOR MAXIMUM BALANCE OLOAD CALCULATED UNBALANCED 3 AO LOAD = (12.6 A + 9.9 A) x .866 = 19.5 A BO LOAD = (12.6 A + 12.6 A) x .866 = 21.8 A (HIGH LEG) CO LOAD = (12.6 A + 9.9 A) x .866 = 19.5 A 4 CASE DEFROST WRIT NTS AO BO Co 0 CONDUITS I FOR REFRIGERATED CASE SYSTEM. CONDUITS) WILL SERVE 120V CASE FAN, CASE LIGHT AND CASE ANTI -SWEAT CIRCUITS, IN ADDITION, CONDUIT(S) WILL SERVE 208V CASE ELECTRIC DEFROST CIRCUIT (IF APPLICABLE). NOTE: CIRCUITS MAY BE GROUPED TOGETHER TO MINIMIZE NUMBER OF CONDUITS PROVIDED THAT NECALL A E REQUIREMENTS ARE MET PROVIDE 5' LENGTH OF LIQUID -TIGHT FLEXIBLE METAL CONDUIT. FURNISH APPROXIMA G A T B E M END OF EACH F 0 DUI FO E MN ION TO REFRIGERATED CASE ELECTRICAL C NNE TI N P I T BY R.C. 2 PROVIDE TRANSITION FROM PVC TO EMT TYPICAL REFRIGERATED CASE SYSTEM —� ROUTE EMT CONDUITS (UNDER CASES, ABOVE SLAB) TO POINT OF TRANSITION TO FLEX 12" WIRE PIGTAILS TYPl7f 1 I 5' FLEX CONDUIT TYP J I I FLOOR BRACKET CONDUIT TO FLOOR AS REQUIRED PER CODE TYP PROVIDE TRANSITION FROM EMT TO FLEX REFRIGERATION PIT UNDERSLAB PVC CONDUIT N IT FOR REFRIGERATED CASE BRANCH CIRCUITS. CASE CONNECTION WIRING NTS TC-1 16,710 0 d- i I .,, .�...,, �.. _�_ , ., .. _ _.�_,n�, � .,,�.._..... _.�_...#;:,_ .n..�.m�r_.._. _ _. ,_._ ,. . _,_r__,.• _ _„�,F_.� ,. �..�e.,_.�:.... _.._._m_e mw a-�_.._ ._ w,.�,,�.._ , .n..a._-_ _...�r�.__ .w .__.. _ ...... ._ . ; N (> `V TC-1 CH2L-• 3 sr .<.....,.�...,u.�,.._r...,_...�.....�_..,...._.�..,_,.,..,.,__�..,.,._,.u„..�,..,,.,.,..:.�— :a-,_..,...,....�...,_,�.,. �...._�,�.,.,.....w..�......,...,,_,.....>„�„�-.,w.�...m..<._,,.,...•,...,.�.,...:>.m�._.m.,,.�..,.�,,...,_.-.U:,..,._...wu.,,,.k._..�,�.,,,..<..d.x�..,._..,.....,..,�.......,:.,.,..,_.._�.,.,....:.�._...,...,.,..,..Y.._..., .�,_,�..�K..,�....,�:._ _..,,...,.,��..,..,. __,�,..._..... _a...�w.,�.. :r U CH 2r TYP 16.708 4 � t LTB-7 TYP 16,711 3 :, m i c N >_._.._..�.___w.Y.<�.__�.�`-__�_-_o._.,,,.. a�o...�....�a,._�.��.d�,_�..��n.a„�....�.��_�.,.�.���,�.,.e.4.�_�_�.m,r,���.�n._,_..�.,�.n�.. __R.•,u,_.�.,r.�A..<_ ___,�,u,_a.., y. ._�_,_._..�..�� � _ U h 22 16.710 16.709 LTB-7 - _ s I r.. "s r 16.709 CH2L-13 co CH2F-13 i _j iLA-9LTA-9 r-TA 1 TA-1 o LMTC-8 _ JQ I I � a s' ____ TA-1+I+�-�® �+I+� ® ,-___fP�►�r 16.710 1 I-n. L . �n�nc� - � ❑ _ a 74 CH1 F-8 � i= (LTB-5) F 2 ❑-�� 4 (LTB6) OCT i sszzQ - i LTA-11 LTA-11 LTA-11 0 0 I TA-10 TA-10 U 0� -5 LTB +- -® CH2L-`'11 I CH2F-11 Li N 0 (` If r 18 ci MTC-8 — LTA-8 LTA-8 rntoi LTA-5 LTA-5 F!R_ I L L- O� O� N N _ to�o)r II _ — — .... 16.710 ==zz 0 t4Z -4�0-CH1Fa-4 i N 3 ijT II J MTC- 7 0vY _ 00 LTA-7 LTA-7 LTA-7 LTA-6 ¢ LTA-6 LTA ¢ CO N , 16.710 , 101 W._ CIT _LT B-2 i < LTB-2 LTB-2 _ �® LTB-1 LTB-1 I N d_ r7 r7 ���e/� \ _`_m,.�_.._.�._,��_�._. �Y__.__�.__' I '- N N N � •,...� � a w x. __ .. r__ _ v I.. I _ — ®— — LI.v_ o.®LTB-5 wLiJ<QLiJQQ ter. v v U v x r +} 11LLW Tf4 -�� r+ --O- CH1 F-12 16.711 ( Nob 1 t < I I TYP NOTE: TAP DEFROST CIRCUIT IN CONDULET AT CEILING PENETRATION JUNCTION BOX WITH #10 AWG FOR FILLED WITH SEALANT CONNECTION TO UNIT. MAXIMUM CONDUIT PENETRATION LENGTH OF TAP CONDUCTOR 18" CONDUIT AND WIRING TO PRE -WIRED SEALED WITH SILICONE PANEL IN COMPRESSOR HOUSE SEALANT FINAL CONNECTION TO PRE -WIRED PANEL BY RC CONDUIT AND WIRING TO NEXT COOLER/FREEZER BOX CEILING JUNCTION BOX ON SAME SYSTEM (WHERE SHOWN ON DRAWINGS) CEILING MOUNTED WP JUNCTION BOX NOTE: CONDUIT AND WIRING SAME WITH THREADED HUBS AND GASKETED SIZE AND QUANTITY AS WIRING COVERPLATE TO PRE -WIRED PANEL (UNO) PROVIDE CEILING MOUNTED MANUAL SWITCH (NEMA 4) 'SQUARED' TYPE K, CLASS 2510 TYPICAL COIL------ '% € OR EQUAL FOR CONNECTION OF EVAPORATOR COIL FANS (CF) AND/OR ELECTRIC DEFROST (ED), } (WHERE SHOWN ON DRAWINGS) 1 LIQUID TIGHT FLEX CONDUIT TO KNOCKOUT ON UNIT. FINAL CONNECTION TO COIL BY RC NOTE: DO NOT LOCATE WP OF DISCHARGE FAN, OFFSET TO SIDE. JUNCTION BOX DIRECTLY IN FRONT R COIL NTS 05.25.01 misollikm ER01 i REFRIGERATED CASE ELECTRIC DEFROST FEEDER SCHEDULE N0, CONDUIT SIZE NUMBER AND I! SIZE OF CONDUCTORS EQ. GROUND WIRE NOTES ❑1 1 /2 (2) #12 (1 ) #12 E.C. SHALL PROVIDE CONDUIT AND WIRE FOR REFRIGERATED CASE ELECTRIC DEFROST TO DESIGNATED WIREWAY IN COMPRESSOR HOUSE. FINAL TERMINATIONS AT CASE AND IN COMPRESSOR HOUSE BY R.C. REF DETAILS 3-RE1 AND 4-RE1. uN a 1/2" �' (2) #10 (1) #10 ® 3/4" ;', (2) #6 (1) #6 ® 3/4„ (3) #8 (1) #10 0 3/4„ (3) #6 1 0 ) #8 Ali WALK-IN UNIT COOLER FEEDER SCHEDULE N0. CONDUIT SIZE COIL FANS (CF) i ELECTRIC DEFROST (ED) EQ, GROUND WIRE NOTES © 3/4" (2) 12 (2) #12 (1) #12 E.C. SHALL PROVIDE CONDUIT AND WIRE FOR EVAP, COIL FAN (CF) AND ELECTRIC DEFROST (ED) TO DESIGNATED WIREWAY IN COMPRESSOR HOUSE, FINAL TERMINATIONS AT COIL AND IN COMPRESSOR HOUSE BY R.E.C. REF DETAIL 2-RE1. ❑7 3/4" (2) #12 (2) #10 (1) #10 ® 3/4" (2) 12 (2) #g (1) #10 3/4„ (2) #12 (2) #8 (1) #8 10 3/4" (2) #12 (3) #10 (1) #10 11 3/4" (2) #12 (3) #8 (1) #10 CH2L-1 ❑3 CH2F-1 1/8" = 1'-0" FAI ffillill, 11311111�040 1 MTD-1 REFRIGERATED aSE ELECTRICAL .CONNECTION :POINT, TYP 2 COOLER 1 1 MTD-4 1 z ) I 3 2 1 -RICAL PLAN- 480V MAIN PANEL -- 112.5 kVA XFMR 208V DIST. PANEL 9 i VERIFY LOCATION OF AUXILIARY PANEL. TYP OF 2 PANEL "CH2L - . PANEL "CH2F" DEFROST CONTROL PANEL :A 3 - 480V MAIN PANEL �— 225 kVA XFMR --'' 208V DIST. PANEL 9 IPANEL CH1L PANEL "CH1F" E PANEL "CH1 A" 3 "SWEATMISER" PANEL t s NOTE: PANELS AND. XFMRS PROVIDED WITH HOUSE. REF' 'R' SHEETS FOR PANEL DESI'GNA' TIONS s 1 k 1 , NOTE: 6TER HEATERHEAT TRACE TAPE SHALL BE FED FROM 120 VOLT RECEPTACLE. RECEPTACLE JVIDED WITH COMPRESSOR HOUSE o-, D �Q�QQ, 02o O(n� hh fn Z — Q W U1 Q Z Z a w o w 1 o v# � �F-N O �p Jw VUiQWU QaBON m'�=]woaw (r a#,,,# BON o 0 wF w\�F x< 3%"z(n�m !i a��ww�c�=°> cnUpz2 0, cm) w�wI z 3:: 0�#w,w 8206F-o 0 Ld ,o j�-'azzoz I 1— c�,,- a z0 QOZa Q z� z J a- Li lv'-Aa0 aLd 0 QONw zJa U w Z Ld�UZ)ON Ld O�Oi�~wULow°5�i)2awzrwwvzD0 7vO w J Li an Q 4' ft' a F_ d z c z gl z zg F� E3 CM V) x10 cy z 0 0 C�2 13 r CD N P-4 � z LLl ® C) 0 O ISSUE BLOCK 1 08/13/02 REV. #8 2 08/21/03 C.C.D. #g. CHECKED BY: e ^ DRAWN BY: FILE NAME: RE1 PROTO CYCLE: 092801 DOCUMENT DATE: 11 /16/01 ELECTRICAL PLANS j KEYNOTES it k a ! J...,._,.......,......,...�..�..,.. S r i I 16.708 DUPLEX RECEPTACLE FURNISHED WITH REFRIGERATED CASE. FINAL ELECTRICAL qll CONNECTION BY CONTRACTOR TYPICAL. 16.709 PROVIDE 1-1 /2" PVC CONDUIT FOR ENERGY MANAGEMENT SYSTEM CABLES. ROUTE IN WALL FROM BAR JOIST AND STUB OUT 3 I{ ABOVE FINISHED FLOOR. PROVIDE BUSHING z WHERE CONDUIT TERMINATES AT JOIST. 16.709 r £ 3 16.710 PROVIDE 1-1 /2 PVC CONDUIT (WITH PULL _ r_._._ ..__.t :. ,,Y I WIRE UNDER FLOOR SLAB FOR ENERGY . .-_.) ww4 - MANAGEMENT SYSTEM CABLES. STUB ---------- CONDUIT THROUGH PIT SIDEWALL TO ALLOW L. coo " N1 FOR CONDUIT COUPLING INSTALLATION. AT ► r.1-11 Q PANFI RnARn - �/ _ _ 't n. NN "'` ` TrrlWALLSTUB CONDUIT UP TO BAR JOIST AND =v=--=----�•---= a -. , \II AIATr 1A/I TII rll IC`1 IIAI/� U) C, D L ¢Z wp wz¢ < <z< wmUS Z�Iz �h¢�SpO pJa WUN�-dui 6- pLLJmV) 0Lj 7mujn-om w 00 �Wc_zu)ay Z a�owooVo��aw�w� O f3)d W Z�z �¢ h o a Z¢ z Q ZOop�CL WE8rU¢0Q �O OM O~of2�¢wa � NO K UwOz aiQ 7UJ �E' z Rq cu �FD IMT z Z99 E3Q 93 ZZ D m N Z m O �J ISSUE BLOCK 1 08/21/03 C.C.D. #q CHECKED BY: i1A DRAWN BY: FILE NAME: RE1.1 PROTO CYCLE: 092801 DOCUMENT DATE: 11/16/01 EFRIGERATIO ELECTRICAL PLANS 'HERE1.1 , I 1 $n n I 10 9.3 8.8 INTERIOR ELEVATION 3/16"=1'-0" 092801 C\AO53-003—f GM VESTIBULE ELEVATION, 3/16"=1'—O" 092801 C\aO53-002—f TER /A5 0 I 0 GM VESTIBULE SECTION, 3/16" = 1'-0" 092801 C\AO53-004—f GENERAL NOTES 1. REFER BUILDING ELEVATIONS FOR SPECIFIC EXTERIOR COLORS. KEYNOTES 1.11 ELECTRIC HANDICAP CARTS FURNISHED AND INSTALLED BY WAL—MART NIC 3.05 CONCRETE CURB. 4.08 8" SPLIT FACE CMU. 4.09 8" SMOOTH FACE CMU. 3 4.11 4" HIGH CMU CAP BLOCK A3.3 5.03 METAL ROOF DECK AND STEEL FRAMING. PAINT EXPOSED SURFACES 5.04 STEEL JOIST. 5.05 JOIST GIRDER. 5.07 TUBE STEEL. 7.08 STANDING SEAM METAL ROOF. 7.22 METAL SOFFIT PANELS. 8.01 SECTIONAL OVERHEAD DOOR, TYPICAL 8.02 HOLLOW METAL DOOR AND FRAME, PAINTED. 8.05 ALUMINUM STORE FRONT. 8.09 AUTOMATIC BI—PARTING ENTRANCE DOORS. 8.12 TRANSLUCENT WALL PANELS. 9.02 GYPSUM BOARD CONTROL JOINT. 9.06 1 /2" GYPSUM BOARD. 9.09 1 /2" GYPSUM BOARD ON 7/8" FURRING CHANNELS AT 24" OC ON 1 1 /2" METAL CHANNELS AT 4'-0" OC 15.01 TRENCH DRAIN 15.04 AIR CURTAIN UNIT. 15.05 PLAQUE. MOUNT AT 5'-8" AFF ENLARGED GM VESTIBULE PLAN 3/16"=1'-0" 092801 C\a053-001— f METAL STUD d TO FLOOR AMB CAL 1 m 0 N p N tO 0 O O Y O= <n Ld F� O W of 2 ul otoo� Uw rz>W of co to 2 Q U W p ~ Oo> �Za sN-iOO�pJWwtnQC�� aa��Wo °����� W�'w�=xn'>-Tui LL 2� Z ��N~W'wrW 3±W} Z Q�U OODUO~a WWm O 3UgW,--,VWwirZZ2, 1— c a,, <aW�zoa< J �UNZU�aQ QOLWLWlSFUQw Q U N F--N Q Z�� U 0 JJj OIN~W��UF0�V = nW dF ii�v):3 JL'U OQV)Q�Q�QJ � � CD O � z E- o W O � q � w as 0 IY� . - all IN 1111 O� CHECKED BY: jt'1 DRAWN BY: LAH FILE NAME: 192—AO53 PROTO CYCLE: 092801 DOCUMENT DATE: 11 /16/01 ENLARGED GM VESTIBULE GENERAL NOTES I AWS 0 o ryu Ld � N I / co 0- ,c a) •• U f L a� I Q O'-- 0 U) N •O 4.7 3.8 GR VESTIBULE ELEVATION 3/16" = 1'-0" 092801 C\aO54-005—f WUU M FALL MU MU INTERIOR ELEVATION 3/16"=l'—O" 092801 C\AO54-002—f A. 0) 7 A3.2 GR VESTIBULE ELEVATION 092801 C\AO54-003—f ,RDWOOD PAINT P25 OH [01 OH 3 A3.3 I I I I I I I I I I I I II l CARRY 6" N WALL DOWN AT DOOR JE A.0 - ENLARGED GR VESTIBULE PLAN- ,3/16"=l'—O" 092801 C\aO54-001—f 0 0 I GR VESTIBULE ELEVATION. 3/16" = 1'-0" 092801 C\aO54-004—f 1. REFER BUILDING ELEVATIONS FOR SPECIFIC EXTERIOR COLORS. KEYNOTES 1.11 ELECTRIC HANDICAP CARTS FURNISHED AND INSTALLED BY WAL—MART NIC. 3.03 CONCRETE SLAB. 3.05 CONCRETE CURB. 4.08 8" SPLIT FACE CMU. 4.09 8" SMOOTH FACE CMU. 4.11 4" HIGH CMU CAP BLOCK 5.03 METAL ROOF DECK AND STEEL FRAMING. PAIN EXPOSED SURFACES. 5.04 STEEL JOIST. 5.05 JOIST GIRDER. 5.07 TUBE STEEL. 7.08 STANDIGN SEAM METAL ROOF 7.22 METAL SOFFIT PANELS. 8.02 HOLLOW METAL DOOR AND FRAME, PAINTED. 8.05 ALUMINUM STORE FRONT. 8.09 AUTOMATIC BI—PARTING ENTRANCE DOORS. 8.12 TRANSLUCENT WALL PANELS. 9.02 GYPSUM BOARD CONTROL JOINT. 9.06 1 /2" GYPSUM BOARD. 9.09 1 /2" GYPSUM BOARD ON 7/8" FURRING CHANNELS AT 24" OC ON 1 1/2" METAL CHANNELS AT 4'-0" OC. 15.01 TRENCH DRAIN. 15.04 AIR CURTAIN UNIT. 15.05 PLAQUE MOUNT AT 68" AFF ,I- O o N c0 O a. N Of = Z LLw O Y O F- Q'`)¢ F� w- N O ~ w U Fr raw ir_ (002 QU 0 LLI w ~ O o > wz¢ ow�QQi-3oo ZF- Q aV); oQ�WV��Ll WO W 2 - o WHo\N��'Xo}Z0�m LL. i�<z ul �%O Z�U O�aw~wo � z 3ta'ww'w�2200"- c�awaaRDozaazz2a Q �'o�5 LLIRiwo�c~ia�i¢ QQU wInZ=w4'V) ZNJ J t w O - d. �O��O���allowww V7W Zlwiw H5:F.O. V,w QOO W � W W 00 cn r�..a0a0�0�¢r 7 BLOCK ■ CHECKED BY: CHECKED BY: _)W C_ JjiM-m DRAWN BY: LAH FILE NAME: 192—AO54 PROTO CYCLE: 092801 DOCUMENT DATE: 11/16/01 J f `"• ';` _ .. ENLARGED GR VESTIBULE SHEET: A 5.4 r I TYP 3/4" TB10 $ 1/2" HIGH LEVEL ALARM A T TANK MOUNTED 1 /2" 1 /9„ TB37 L 1 /2" 3/4„ TB37 1 /2" 1 1 /4" TB35 � QS\ TB36 1�� QS\ \ No TO SERVICE PIT 1 REF 8-MP3 `�► TB51 TB34 TB12 AIR ROUTE THROUG 1 1/4" 1„ COMPRESSOR SLEEVE TO PIT 1 1" J 3/4„ 1' \ REF 7-MP3 SLOPE AIR LINES �;A BACK TO COMPRESISO SLOPE AIR 3/4" LINES BACK TO TB29 COMPRESSOR 3/4" 1! 3 3/4" ---LLL�" TB39 e 1IMP3 <= TB39 3/4" 3/4" TB29 TYP 3 MP3 1 - TB6 3/4" 3/4 TB39 TB39 TB39 TB29 AUTOMOTIVE CENTER AIR RISER N TS 3/4" / WHA 3 /4" � ` 1 1 4 1 1/4" /WHA' /, / H132 ' ✓� f 3/4„ / H132 36"AFF I. . END OPEN r 3/4" OVER SS1 ` It 1 1 /4 }. WH3 \ ' 3/4 / MOUNTED 3/4 \ ON WALL / SS1 1 /2" HB2 / " J I3/4" L2 3__1 / 1 H132 WC-9 1 /2„ EW1 � 3/4" HB2 X AUTOMOTIVE CENTER WATER RISER- NTS c = I j 7 s TB 5 j TURN DOWN 2" VENT AND END OPEN ff; s 2 TYP NOFV3NT ' I TB37 T1310 REF STRUCTURAL j 6" SCH 80 PVC ,' { DRAWINGS FOR SLEEVE LUBE REEL REF 4-MP3 AND j� t' TB25 ! # ` ; ° ` ' I , EI # SUPPORT "' 3 4" ARCH DRAWINGS o 1 ;'_ . ,; '' ` �'' ' 4" / BRACKET TYP 1 ND EX TB35 } I } TE _. ---€ WCO HB2 � \ w_, HB2-• t°�- ; ; < :, F SLEEVE:, �- -------- - ------------ —�- — — v°1 j TB36 F VTR o OW MINIMUM-,F = FCO, OF 2"AFF FD6 Pi t 4 _. T P LUBE -EQUIPMENT --PIPING: FCO _. . TB1 0 TB 49 CONTRACTOR TO PRO VIDE S ^ , i� --c t } , . , ? ; CATCH .;4 ;e:1 .. , ? , ? #_� & INSTALL UNISTRUT BASIN 9 ; a P # iREF ARCH' ~, 3 -1 ' f S I to -- j itit 9k' ,'s jj? I .,.`j )FOR? ; MP3 __` ° ;` ;'#DRAWINGS $, F} I F O FD1 BR I I s I # BRACKETS ON WALL I €° �..t TB29,;$ i j OIL & AIR PIPING t 77 s it ` ;,, TB39 6 10 ;, f - # i i� i REF 10-MP3 $ TB 2 6 # sii`€ a _, — 3" HB2 pp s _ t 36 AFF -VTR- A 100 PS( A :; , ,j I 9'i t r �-�- P 2 POWER. UNIT { TB12 TLE REF 8-MP3 TYP r 3 _ P P1 , s 1' i ! 7 I I TYP } MP3 A 140 PS1 E !IA >t 140:€uPSI #; MP3 ° ; E j L_..E s t t , 1 k = $ s c a t s . s TB 6 +. _ - ... LLI €....:TB 6.- O W r 1 # ,4 4 ST SUMP I i _f E.-! - WH3 MOUNTED i # I jw-I € r 6 ATTACH TB39 TO POWER I PUMP t- __r y 's SUMP WITH SUMP PUMP IN € { $ UNIT SUPPORT TYP OF 2 TB39 i' 1 BOTTOM OF PIT TYP OF 2 HIGH ON WALL f' i i DISCHARGE ;,j ( I G € REF ARCH DRAWINGS REF 4-MP3 COORDINATE ST & OW I t _ BELOW CEILING REF 4 MP3 AND ARCH REF'',1-P1�f ST FCO ST ST FCO PIPING WITH UNDERSLAB =`'j DRAWINGS 4" PVC EXHAUST DUCT °I' R 1 j i3 REF 1-MP2 irl f 'du 100 PSI— A 1 1 /4 . .,� _.. ' A q REF 5-MP2 _ / ° q.U_ TB39 TB39 1 { f FOR AIR PIPING 16 - - SS1 r. TB29 a TB 2 ;s - € 0 ! " 9 E SIZES TYP ElIE 1 t I I I E I z= m,` I �y � __� I o '� I l t `I F Li ao $ MP3:. { q x „ lilfl FCO #' '._ ,. rt,. TYP 3 TB29 3„ E_ f L2 f , i MP3, \_ " t , I# I, 13'-0" TB1 I 44'-0" 4 #, CATCH BASIN I ' I � VTRo HB2 I ? - WC2 FD1 tE$ s # -------------- — - — - — - -t HB2 �— EWUV�— s !; `n i' VTR E 'f E 3 t ., ._ �_ _; __ _,__._.._ _ _._____ ._--_____. _ ._.._______ _.. __.___ .. �__,..-_ __ __.____ .._ _. . _WCO _ .______3�4 _.__ �. a_ _.-.. _._ ~EYEWASH•µEW1- .._.._� __1.. 2,f 3/4 ;' � 4 ' FD6 TYP DISCHARGE TO / 4 TRENCH DRAIN 0) I k U) <t o � I ! O 2 VENT 11 0 4" OIL WASTE ° BELOW GRADE 6 4 q 4 i =, 4 Elr YC ' OW O O SS ` t SS f 4' 1000 GALLON i SAMPLING OIL INTERCEPTOR REF 4-P4 PORT # i 15.3 14 13 12 PLUMBING PLAN- 1/8" = 1'-O„ JIB' 3"VTR f f f f f f 3„V f f 12x24 f WCO CATCH i BASIN 4" 4" F C 0 3"VTR f f f f 3"V f J!� f 3"VTR f f i f f f f FD6 f FD1 TYP p 3"V f „ 3" 3"VTR JIB 2"V �` f 3 V FCO �� f f � / �2,fV T PIT SUMP DRAIN REF 2-MP2 3" FCO 3"Vj� f SS1 FD1f 2 f FCO � f FCO f » 3„ f f 2 /'� f 2"V 4" 3' WC_ 4„ �� l i SS 4„ f (� f f 4'> 4„ �3V W I ( f 2" VENT BELOW �f f GRADE 12x24 CATCH f 4" BASIN i \OW 0 WCO� 4 teIN, I� FD6 4 OW, \� v�A SAMPLING PORT TYP OF 2 AUTOMOTIVE CENTER DWV RIS N TS OIL INTERCEPTOR REF 4-P4 SS� > ' } I TGW I MOUNT TOP { ' ? 3 3 OF GRILLES 9'-0"AFF I ' q lit E !j $ 12" EXHAUST DUCT INSTALL SAIL SWITCH IN i i „ DUCT FROM TLE PIT ' ------'15.700 DOWN TO 12 PVC , BELOW SLAB REF EXHAUST FAN i 6,. I SCHEDULE s I _ E I REF 2-MP3 ! _ $ - F ? $ i i} 9 tt 12/14 UP 12" PVC BELOW ; gj1 TO EF8 ._.._ _ I' W ON ROOF k t ?i i 4 , SLAB 550 CFM _. REF 1-MP3 I tf' EAG1rz L s� ,....} 400 f ° , s , tit j; $ a ;, E24" • 'k BELOW SAW #, i �k i t ROOF. .. 1 - — -,DECK s. _ P , � 12 8 � �f 1500 ° i } ; i - .<..n F Zr r� 5 t - I 12 0 AFF j i, s i € } i -€�' i� 1 e i? ,i , s r , ? � $ t S� $ i t i i i; EI; � `•j rj jr, ' i ' s� $ � �, ti r-^., , �� � i s { i ' { I k ,d CID 8 f ¢f Eff 1 i 1} \ t , . SLOPE UP 1 4" � , r UH2 it PER FOOT i I I R 7 " UH1-UH2 � RAG I I TU2 ± . I, 15.702 250 <! EF16 TYP OF 3 E UH1 I I 12/12 j ° 10'-0"AFF - TYP OF 2 I R I} fF Y CD1 D # C t , `x c 4 6 t fl " t S t ' f ! 75 50 If s- --.-- --100 SER ICE AREA q TO EF7 I I r I it I 130 ij ! s I P Ti _.______._ s (� ON ROOF i s t r $ S�.... ,..__,.....>,.. _........ ......._..»._......-......,..._....._,._..,._._.. .4 i .. t ._)_.,._.3 r...,... _. 3. ... � �i $ i$y`___'_ �';" ..✓, r, ,,.•�-.„.,.,,✓a„. r ,sl ,F „a"` J "'$ I 0 it sj i t ---- --- 15.3 14 13 12 HVAC PLAN- L.Li ~ oo, owa < .om:wwi Z_ W oN?' —ZQxw Z 3F o <<wlt' 0 rLwcw.�xx,w}o aW=ot Dwv_$<nJwom O uF—w\�F-�Xp>-Zmx cnZ"�v> wwX0 LL �U<ZO~wO��aW u� Z au iowww000 `'-= 0 3U�w,J'�Nww�p OF-0 ~ C= O'-Fm<�Iaw¢0- 0awL,r Q ZZ"~°'wm0'¢VU )0 W (1F w Z�w a to 0 wzZwWWW n ui O :D O :m)vOJU-<V)<XXQF- � O 6 LLJ O (n va � w Z 0 ISSUE BLOCK 1 05/20/02 REV. #5 2 7/18/03 CCD. #5 CHECKED BY: DRAWN BY: RCB FILE NAME: MP2 PROTO CYCLE: 092801 DOCUMENT DATE: 11 /16/01 AUTO CENTER PLANS AND DETAILS SHEET: MP2 t 0 OWNERMEVELOPER WAL—MART STORES EAST, INC. 2001 S.E. 10TH STREET BENTONVILLE, ARKANSAS 72712-6489 (501) 273-4000 ATTN: TIM ROGERS, A.I.A. ENGUNEER CPH ENGINEERS, INC. 500 WEST FULTON STREET POST OFFICE BOX 2808 SANFORD, FLORIDA 32772-2808 (407) 322-6841 ATTN: HOWARD L. WRAY, JR., P.E. ARCHOTE(= RAYMOND H. HARRIS ARCHITECT 211 NORTH RECORD STREET, SUITE 222 DALLAS, TEXAS 75202 (214) 749-0626 ATTN: GENE PIZEL SURVEYOR LANDTECH SURVEYING & MAPPING CORPORATION 350 SOUTH CENTRAL AVENUE POST OFFICE BOX 621892 OVIEDO, FLORIDA 32762-1892 (407) 365-1036 1 ATTN: FRED EASTON, P.L.S. SOULS CONSULTANT QORE PROPERTY SCIENCES 1211 TECH BOULEVARD, SUITE 200 TAMPA, FLORIDA 33614 (813) 623-6646 ATTN: JIM REED ELECTROC SERVOCE FLORIDA POWER AND LIGHT 2626 WEST S.R. 46 SANFORD, FLORIDA 32772 (407) 552-3617 ATTN: RALPH CALLEJA WATER & SEWER SERVOCE CITY OF SANFORD P.O. BOX 1788 SANFORD, FLORIDA 32772 (407) 330-5639 ATTN: MIKE CRUMPTON TELEPHONE SER%qCE co iZ- BELLSOUTH TELECOMMUNICATIONS, INC. 132 COMMERCE WAY SANFORD, FLORIDA 32771 (407) 327-0447 ATTN: MARTIN NOSIE NATURAL GAS FLORIDA PUBLIC UTILITIES ro 830 WEST 6TH STREET SANFORD, FLORIDA 32771 (407) 322-5733 CD ATTN: JIM McKENNA SOLUD WASTE CITY OF SANFORD P.O. BOX 1788 SANFORD, FLORIDA 32772-1788 (407) 302-9414 ATTN: JO ANN LEGGE T li'i . . . . . . . . . . . PERIII HIMNG AGENCOE8 �,� � �� i t I i{ 4 I�- �E ;I I � i... i�l � I� i R-auennq- irk� Clu ��-durit, P.,a' booc Fill e wor a Tir 4r q �f 5 - -T— TE, !X `a e BLVD Al' ni r Elde prig s 17 ,HaV c Et.}raka 419 v ake J wu Iwo id 2 �jd J7.1 Luf N.T.S. NOTES: 1. THE SITEWORK FOR THE WAL-MART PORTION OF THIS PROJECT SHALL MEET OR EXCEED THE "WAL-MART STANDARD SITEWORK SPECIFICATIONS. 39 .2. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. CPH Engineera, *NOTICE* Ono. POST OFFICE BOX 2808 1H5 SET OF PLANS IS NOT VAUD FOR CONSTRUCTION PURPOSES VATHOUT BEING STAMPED 'APPROVED FOR CONSMOTION BY CPH 500 WEEST FULTON STREET ENGINEERS, INN* PLANS VATHOUT THIS STAMP ARE GIVEN FOR SANFOPJ:). FLOFUDA 32772-28M INFORMATIONAL PURPOSES ONLY. raL-a-F-HIC",la: (407) 322-8"1 THE SIZE OF YHA PLANS MAY HAVE BEEN SLIOH'TLY ALlERED FAX (407) 33G-0839 SCALING PROCESSM THIS MUST BE CONSIDERED NiEN ENGlW-ffif% INC. WWW.r-PHF-N,3lNr=F-RS.COM SCALING MY REPRODUCED PLANS FOR THE PURPOSE OF COLLECTING DATA. ONDEX OF SHEETS C-1 COVER SHEET C-2 GENERAL NOTES SHEET a BOUNDARY SURVEY "A TOPOGRAPHOC SURVEY C-3B TOPOGRAPHOC SURVEY C-3C TOPOGRAPHOC SURVEY Cw=3D TOPOGRAPHOC SURVEY C-4 SOTE SPECOFOC NOTES DEMOLUTOON PLAN "A DE MO PLAN C-6 SOTE DOMENSOON PLAN C—GA SOTE DUMENS OON PLAN C-7 90TE PHASUNG PAVONG PLAN C-8 GRADONG AND STORM Eli RAHNAGE PLAN C,=6A GRADONG AND STORM DRAUNAGE PLAN ri COMPOSOTE UTHLOTY PLAN v C—GA COMPOSOTE UTULOTY PLAN C-10 LOGHTUNG PLAN DETAULS C-11 SEEC TOONS SHEET C-12 EROSHON CONTROL PLAN 0=13 GENERAL DETAOL SHEET rl 0=13A GENERAL DE TAUL SHEET C-14 COTY STANDARD DETAOLS C-14A CEl STANDARD DETAJLS � C-1 4B CUTY STANDARD DETAJLS C-15 UTOLUTY DETABLO C-16 STORM SEWER DETAU LS rl L-1 LAND SCAPE PLAN EL -IA LANDSCAPE PLAN 0-1 ORRUGATHON PLAN r MA ORROGATUON PLAN 42MI rl SCALE: AS SHOWN SHEET NO.. ACTIVITY NAME DATE NO. DATE REVISION APPROVED 3NED BY: H.LW.7J.K.B. 8 00 1 M OTY Cmmem H.1-W. DATE: AUG. 2000 A VN BY: J.K.B. 8 00 A\ toitia/bo PER WC COMMUM HJ-W. XED BY: LB. 8 0 FINIAL ENGMEERM HA-W. JOB NO.: Wl 374 LOVED )WARD L. WRAY, JR. 8 100 3TRATION NO.:j 55557 FILE: COVER -- METRAL PROVISIOMNS FOR IDENTIFICATION OF CONTRACTUAL AGREEMMEINTS. THIS SET OF DRAWINGS IS DATED AUGUST 21. 2000 . ANY REVISIONS THEREAFTER WILL BE NOTED AND DATED ON THE AFFECTED DRAWNNG(S), 1. THE CONTRACTOR MALL OBTAIN FR(Md THE OWNER COPIES OF ALL AVAILABLE REGULATORY AGENCY PERMITS AND LOCAL AGENCY PERMITS. FOR PROJECTS 5 ACRES OR GREATER IN SIZE, THE CtNITRACTOR SHALL ABIDE BY ALL U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS FOR EROSION AND SEDIMENT CONTROL OF STORMWATER DISCHARGE FROM CONSTRUCTION SITES UNDER THE EPA NPDES (NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM) PROGRAM. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING AND SUBMITTING NPDES "NOTICE OF INTENT' (N.W.) AND `NOTICE OF TERMINATION" (N.O.T.) NOTICES TO THE EPA. THE CONTRACTOR SHALL KEEP ONSITE A COPY OF THE WATER MANAGEMENT DISTRICT AND NPDES PERMITS ISSUED TOGETHER WiTH THE INSPECTION REPORTS AND CURRENT PLANS, INCLUDING ANY MODIFICATIONS REQUIRED. 2. UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE G EODMETRY PROVIDED ON THE CONSTRUCTION PLANS. BENCHMARK INFORMATION SHALL BE PROVIDED TO THE CONTRACTOR BY THE OWWANER OR OWNER'S SURVEYOR. ANY DISCREPANCIES BETWEEN FIEEiD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE AT'TEN71ON OF THE ENGINEER IMMEDIATELY. 3. THE CONTRACTODR SHALL SUBMIT (6) COPIES OF SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION. PRIOR TO SUBMISSION, THE CONTRACTOR SHALL THOROUGHLY CHECK SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES FOR COMPLETENESS AND FOR COMPLIANCE WITH THE CONSTRUCTION PLANS AND SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL COCRDANATE THE SHOP DRAWINGS WITH THE REQUIREMENNTS FOR OTHER RELATED WORK. THE CONTRACTXR'S RESPODNSIBILITY FOR ERRORS AND OMISSIONS IN SUBMITTALS IS NOT RELIEVED BY THE ENGINEER'S REVIEW OF' SUBMITTALS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, IN W RATING AT THE TIME OF SUBMISSION. OF DEVIATIONS IN SUBMITTALS FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 4. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONNSIBILIT'Y FOR THEIR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANG,`EMENTS FOR ANY RELODCATIONS OF THESE UTILITIES WITH THE OWWNER OF THE UTILITY. THE CONTRACTOXR SHALL EXERCISE CAUTION WHEN CCROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ANY UTILITIES, WiHETHER SHOWiN ON THESE PLANS OR NOT. THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE CLOSELY COO RDINATED WITH THE ENGINEER AND THE RESPECTIVE UTILITY CODMPANY FOR RELOCATION OR PROPER INSTRUCTION. 5. PROTECT BE NCHMARKS, PROPERTY CORNERS, AND OTHER SURVEY MONUMENTS FROM DAMAGE OR DISPLACEMENT. IF MARKER NEEDS TO BE REMOVED IT SHALL BE . RE ERENCED BY LICENSED LAND SURVEYOR AND REPLACED, AS NECESSARY, BY SAME. 6. I SSIT�NSNB W ONL N 1 - - M€ UA�N, TING SHALT INCLUD PIPING AND C RAC IX $A AiiOi�fI BEDBNNG AND BACICFILL MATIERIALS AND dENSITY PESTS; B) DETERMHNATION O' COMPACTIVE EFFORT NEEDED FOR GOAPLIANGE WITH THE DENSITY REQUIREMENTS; G) PORTLAND CEMENT CONCRETE AND ASPHALT PAVING CXUALIIY CONTROL TESTING INCLUDING DESIGN MNX REVIEW. MAl1 iRUALS, FIELD 5WMP AND AIR CONTENT, AND - FIELD ANB LAB CURED STRENGTH SAMPLES AND TESTING. 7. AUTY CONTRGDL T STiNG, f� Ali' _' B NHL kT� m UlDe� � U Cy OR AAAR0 5s�OR`� ' ANY PART THEREOF) IF LAWS OR REGUlA1TONS O ANY PUBLIC BODY HA NG JURISDICTION _ SPECIFICALLY REQUIRE 1T S INC. INSPECTIONS C>R APPROVAL E 'I d ff fi�AA9ffm 'v'%a 8. ANY DESIGN OR TESTING LABORATORY UTILIZED BY THE CONTRACTOR SHALL SE AN INDEPENDENT LABORATORY ACCEPTABLE TO THE OWNER AND THE ENGINEER, APPROVED IN WWRITiNG. AND COMPLYING WITH THE LATEST EDITION OF THE "RECOMME NDED REQUIREMENTS FOR INDEPENDENT LABORATORY QUALIFICATION'. • PUBLISHED BY THE AMERICAN COUNCIL OF INDEPENDENT LABORATORIES 9. TESTING RESULTS SHALL BE PROVIDED TO THE OWNER/OPERATOR AND THE ENGINEER. ALL TEST RESULTS SHALL. BE PROVIDED (PASSING AND FAILING) ON A REGULAR AND IMMEDIATE BASIS. 10. ALL BE PROVIDED BY E CONTRACTOR TO THE ENGINEER THREE ,... I . TO FINAL INSPECTION. B3:tIIL"�eP17>6 :c 0 0 cu 0 0 io m r� 0 7 ru w � m .� .a 0 CD 0 c Z w c� LD z LI J z LL CD i c I` m c'1 . TRAFFIC OMTROL . 1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A MAINTENANCE OF TRAFFIC (M.O.T.) PLAN PRIOR TO CONSTRUCTION. THE M.O.T. PLAN SHALL SHOW ALL PROPOSED TRAFFIC CONTROL SIGNS, PAVEMENT MARKINGS, AND BARRICADES, AND SHALL DETAIL ALL PROPOSED CONSTRUCTION SEQUENCING. THE M.O.T. PLAN SHALL BE APPROVED BY THE ENGINEER, OWAINER, AND ROADWAY JURISDICTIONAL AGENCY PRIOR TO CONSTRUCTION. ALL PROPOSED ROADWAY AND DRIVEWAY LANE CLOSURES SHALL BE RESTRICTED TO THE HOURS BETWEEN 9:00 A.M. AND 4:00 P.M. UNLESS OTHERWISE AUTHORIZED IN THE APPROVED M.O.T. 2. ALL CONSTRUCTION SIGNING AND MARKINGS SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION IN ACCORDANCE WITH FOOT INDEX NO. 600 AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). THE PLACEMENT OF THE SICNIING AND MARKINGS SHALL -BE APPROVED IN THE FIELD BY THE ENGINEER PRIOR TO CONSTRUCTION. 3. INSPECT TRAFFIC CONTROL DEVICES ON A DAILY BASIS TO ENSURE PLACEMENT OF BARRICADES AND FUNCTION OF LIGHTS IS MAINTAINED THROUGHOUT CONSTRUCTION. 4. CONTACT PROPERTY OPeNERS AFFECTED BY CONSTRUCTION. COORDINATE TEMPORARY DRIVEWAY CLOSURES AND SEQUENCING. MAINTAIN ACCESS FOR ALL PROPERTY OWNERS DURING CONSTRUCTION. & WET UNSTABILIZED AREAS AS NECESSARY TO CONTROL DUST. 6. ADJUST TRAFFIC CONTROL DEVICES AS REQUIRED UNDER EMERGENCY CONDITIONS. 7. THE CONTRACTOR IS EXPECTED TO COORDINATE ITS ACTIVITIES WITH OTHER CONTRACTORS WHO MAY BE WORKING IN THE IMMEDIATE VICINITY. 8 WHHEN WORK .00CURS WITHIN 15-FT OF ACTIVE ROAD TRAVEL LANES BUT NO CLOSER THAN 2-FT FROM THE EDGE OF PAVEMENT, SIGNAGE AND WARNING DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH FDOT INDEX NO. 600 AND 602. B. TYPE I OR TYPE II BARRICADES AT 20-FT CENTERS SHALL BE PLACED AND MAINTAINED ALONG THE EDGE OF THE ROAD WihHEREVER DROP-OFFS OR OTHER HAZARDS EXIST AND TO BLOCK ENTRANCE INTO COMPLETED OR PARTIALLY COMPLETED PAVEMENTS UNTIL SUCH PAVEMENTS ARE OPEN TO PUBLIC USE. ERMO N AND SEDIMEPNT C MIR(M. 1. EROSION AND SILTATION CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO COMMENCEMENT OF CONSTRUCTION. SEDIMENT CONTROL CONSISTS OF SILT FENCING, HAY BALES. AND FLOATING TURBIDITY BARRIERS PER FDOT INDEX NO. 102 AND 103. EROSION CONTROL CONSISTS OF SEEDING AND MULCHING, SODDING, WETTING SURFACES, PLACEMENT OF COARSE AGGREGATE, TEMPORARY PAVING. 2. INSPECT EVERY TWO WEEKS DURING CONSTRUCTION. REMOVE ANY SEDIMENT BUILD-UP. REPAIR AND REINSTALL ANY DAMAGED OR MiSSING SEDIMENT CONTROL MEASURES. INSTALL ADDITIONAL MEASURES IF INSPECTION REVEALS ADDITIONAL SEDIMENTATIONN CONTROL IS NECESSARY. 3. ESTABLISH EROSION CONTROL MEASURES W4ITHIN 48 HOURS OF THE COMPLETION OF ANY CLEARING, TRENCHING. AND GRADING ACTIVITIES. 4. AREAS TO B£ PAVED SHALL BE TREATED WITH A BITUMINOUS PRIME COAT AND SANDED TO MINIMIZE EROSION, WHERE PAVING IS SCHEDULED TO OCCUR MORE THAN 48 HOURS AFTER ACCEPTANCE OF BASE COURSE. AREAS TO RECEIVE CONCRETE PAVING SHALL BE EITHER PROTECTED WITH A LAYER OF FOOT COARSE AGGREGATE MATERIAL OR SHALL BE PAVED WITHIN 48 HOURS OF ACCEPTANCE OF THE SUBGRADE. 1. UNLESS OTHERWWISE DIRECTED BY THE OfINER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THE PROPERTY. RIGHT-OF-WAY, AND EASEMENTS AS INDICATED ON THE DRAWINGS. AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL. ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNNER. ANY REPAIR OR RECONSTRUCTION O DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REEPAIRS SHALL SE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED. 2. STAKE OUT THE COANSTRUCTION, ESTABLISH LINES AND LEVELS, TEMPORARY BENCH MARKS, BATTER BOARDS, CENTERUNES AND REFERENCE POINTS FOR THE WORK, AND VERIFY ALL DIMENSIONS RELATING TO INTERCONNECTION WITH EXISTING FEATURES. REPORT ANY INCONSISTENCIES IN THE PROPOSED GRADES, LINES AND Y DIMENSIONS AND LOCATIONS TO THE ENGINEER BEFORE COMMENCING 3. PROTECT ALL TREES AND SHRUBS LOCATED OUTSIDE THE RIGHT-CE-WAY, EASEMENTS, AND OWNER SECURED PROPERTY, PARTICULARLY THOSE TREES AND SHRUBS LOCATED ADJACENT TO WORK AREAS. 4. WITHIN THE RIGHT-OF-WAY, EASEMENTS, AND OWNNER SECURED PROPERTY, THE INTENT IS TO REMOVE ALL EXISTING LANDSCAPING AND REPLACE PER THE NEW PLAN. & TREES TO REMAIN IN THE NON CONSTRUCTION AREA SHALL BE BOXED, FENCED OR OTHERWISE PROTECTED IN ACCORDANCE WWIT'H DETAILS ON THE DRAWINGS. DO NOT PERMIT HEAVY EQUIPMENT OR STOCKPILES WITHIN BRANCH SPREAD 6. AREAS TO RECEIVE CLEARING AND GRUBBING SHALL INCLUDE ALL AREAS TO BE OCCUPIED BY THE PROPOSED IMPROVEMENTS. AREAS FOR FILL AND SITE GRADING, AND BORROW SITES. REMOVE TREES OUTSIDE OF THESE AREAS ONLY AS INDICATED ON THE DRAWINGS OR AS APPROVED IN WRITING BY THE ENGINEER. 7. CLEARING SHALL CONSIST OF REMOVING TREES AND BRUSH AND DISPOSAL OF OTHER MATERIALS THAT ENCROACH UPON OR OTHERWISE OBSTRUCT THE WORK. & EXERCISE EXTREME CARE DURING THE CLEARING AND GRUBBING OPERATIONS. DO NOT DAMAGE EXISTING STRUCTURES, PIPES OR UTILITIES. 9. GRUBBING SHALL CONSIST OF REMOVING AND DISPOSING OF STUMPS, ROOTS LARGER THAN 2" IN DIAMETER, AND MATTED ROOTS. REMOVE TO A DEPTH OF NOT LESS THAN 1B" BELLOW THE ORIGINAL SURFACE LEVEL OF THE GROUND. 1 r _ .' 11. - � ; . •,, DB � OT INCLUUDING ACCEPTABLE FILL MATERIAL, ,Y,,~ �bTl� R �� ,RESULTING FROM SITE PREPARATION OPERATIONS SHALL BECOME THE PROPERTY THE CONTRACTOR At�kDL '� I DEWAIMINi3 I. DESIGN AND PROVIDE DEWATERING SYSTEM USING ACCEPTED AND PROFESSIDNAL METHODS CONSISTENT WITH CURRENT INDUSTRY PRACTICE. PROVIDE DEWATERING SYSTEM O SUFFICIENT SIZE AND CAPACITY TO CXNRTRODL GROUNDWATER IN A MANNER THAT PRESERVES STRENGTH OF FOUNDATION SOILS, DOES NOT CAUSE INSTABILITY OF RAVELING OF EXCAVATION SLOIPES. AND DOES NOT RESULT 1N DAMAGE TO EXISTING STRUCTURES. W�rHERE NECESSARY TO THESE PURPOSES. LOWER WATER LEVEL IN ADVANCE O' EXCAVATION, UTILIZING WET.i.S, WEU_Po INTS, OR SIMILAR POSITIVE METHODS, THE WATER LEVEL AS MEASURED BY PREZOMETERS SHALL BE MAINTAINED A MINIMUM OF 2 FEET BELOW PREVAIUNG EXCAVATION LEVEL. 2. CONTROL. BY ACCEPTABLE MEANS. ALL WiATER REGARDLESS OF SOURCE AND BE FULLY RESPONSIBLE FOR DISPOSAL OF THE WATER. NO ADDITIONAL PAYMENT WILL BE MADE FOR ANY SUPPLEMENTAL MEASURES TO CONTROL SEEPAGE, GROUNDWATER. OR ARTESIAN HEAD. 3. OPEN PUMPING WITH SUMPS AND DITCHES SHALL BE ALLOWED, PROVIDED IT DOES NOT RESULT IN BOILS, LOSS OF FINES, SOFTENING OF THE GIROUND, OR INSTABILITY OF SLOPES. SUMPS SHALL BE LOCATED OUTSIDE OF LOAD BEARING AREAS SO THE BEARING SURFACES WILL NOT BE DISTURBED. WATER CONTAINING SILT HN SUSPENSION SHALL NOT BE PUMPED INTO SEWWER LINES OP ADJACENT STREAMS. DURING NORMAL PUMPING, AND UPON DEVELOPMENT OF W€TL(S), LEVELS OF FINE SAND OR SILT IN THE DISCHARGE WATER SHALL NOT EXCEED 5 PPM. 4. IF DEWATERING EQUIPMENT NEEDED EXCEEDS ANY OF THE FOLLOWING: 1) 6" PUMP VOLUTE; 2) 100.000 GPD TOTAL 24 HOUR (1 DAY) DEWATERING, AND; 3) 1,000.000 GPD PUMP CAPACITY, THE CONTRACTOR SHALL BE REQUIRED TO PERMIT THE DEWATERING SYSTEM WITH THE WATER MANAGEMENT DISTRICT. 5. CONTINUOUSLY MAINTAIN EXCAVATIONS IN A DRY CONDITION WITH POSITIVE DEWATERING METHODS DURING PREPARATION OF SUBGRADE. INSTALLATION OF PIPE, AND CONSTRUCTION OF STRUCTURES UNTIL THE CRITICAL PERIOD OF CONSTRUCTION AND/OR BACKFILLIS COMPLETED TO PREVENT DAMAGE OF SUBG RADE SUPPORT. PIPING, STRUCTURE, SIDE SLOPES, OR ADJACENT FACILITIES FROM FLOTATION OR OTHER HYDROSTATIC PRESSURE IMBALANCE. i. GRADING SHOWWN ON THESE PLANS ARE PROVIDED TO THE CONTRACTOR TO EXPRESS THE GENERAL GRADING INTENT OF THE PROJECT. THE CONTRACTOR SHALL BE EXPECTED TO GRADE THE ENTIRE SITE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS THROUGHOUT THE SITE. SMOOTH TRANSITIONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT ELEVATIONS AS SHOWN ON THE PLANS TO ACCO MPLISH THE GRADING INTENT. ALL SLOPES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADING HAS BEEN COMPLETED. CONTRACTOR SSMALL N071FY OWNER AND ENGINEER PRIOR TO DEMOBILIZATION OF GRADING EQUIPMENT TO DETERMINE THAT THE GRADING INTENT HAS BEEN ACCHIEVED, 2. ALL PAVING SURFACES IN INTERSECTIONS AND ADJACENT SECTIONS SHALL BE GRADED TO DRAIN POSITIVELY AND TO PROVIDE A SMOOTHLY TRANSITIONED DRIVING SURFACE FOR VEHICLES WITH NO SHARP BREAKS IN GRADE, AND NO UNUSUALLY STEEP OIR REVERSE CROSS SLOPES THE STANDARD CROWWN MAY HAVE TO BE CHANGED IN ORDER TO DRAIN POSITIVELY IN THE AREA OF INTERSECTIONS. IT IS THE GONTRACTOWS RESPONSIBILITY TO ACCOMPLISH THE ABOVE AND THE ENGINEER SHALL BE CONSULTED SO THAT HE MAY MAKE ANY AND ALL REQUIRED INTTERPRETATIOINS OF THE PLANS OR GIVE SUPPLEMENTARY INSTRUCTIONS TO ACCOMPLISH THE INTENT OF THE PLANS. 3. UNIFORMLY SMOOTH GRADE THE SITE. DEPRESSIONS FROM SETTLEMENT SHALT. SE FILLED AND CO MPACTED. TOPS OF EMBANKMENTS AND BREAKS IN GRADE SHALL BE RO UNDED. FINISHED SURFACES SHALL SE REASONABLY SMOOTH, COMPACTED, FREE FRODM IRREGULAR SURFACE CHANCES AND COMPARABLE TO THE SMOOTHNESS OBTAINED BY BLADE -GRADER OPERATIONS. 4. SLOPE GRADES TO DRAIN AWAY FROM STRUCTURES AT A MINIMUM OF 1/4' INCH PER FOOT FOR 10 FEET. FINISHED SURFACE'S ADJACENT TO PAVED AREAS AND WITHIN 10 FEET OF STRUCTURES SHALL BE WITHIN 1 INCH ODF' THE PROPOSED GRADE. ALL OTHER AREAS SHALL BE WITHIN 3 INCHES OF THE PROPOSED] GRADE. 5. NEWLY GRADED AREAS SHALL. BE PROTECTED FROM TRAFFIC AND EROSION. ALL SETTLEMENT OR WASHING AWAY THAT MAY OCCIUR FROM ANY CAUSE PRIOR TO SEEDING OR ACCEPTANCE SHALL SE REPAIRED AND GRADES RE-ESTABLISHED TO THE REQUIRED ELEVATIONS AND SLOPES AT NO ADDITIONAL COST TO THE OWNNER. EXCAVAmO N. IRMC HUNG. AND FILL. 1. THE CONTRACTOR SHALL RECO GNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (FS 55160-553.04). ANY MATERIAL., CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. 2. ROUGH EXCAVATE AND GRADE ANY PROPOSED STORiMWWATER PONDS AT THE START OF SITE GRADING ACTIVITIES. DIRECT SiTE RUNOFF TO THE PONDS TO MINIMIZE RUNOFF TO OFFSITE AREAS.. 3. THE CXNITRACTOi MALL PROVIDE THE OWINER AND ENGINEER RETENTION POND AS-BUILTS, INCLUDING TOP, WHEBRE SLOPE CHANGES AND BOTTOM ELEVATIONS MEASURED AT A MINIMUM OF SIX LOCATIONS ALONG EACH POND, POND LENGTH AND WIDTH DIMENSIONS, AND CONTROL STRUCTURE DIMENSIONS AND ELEVATIONS. 4. FIELD DENSITY TESTING FREQUENCIES: A) ON£ TEST FOR EACH 10,000 SQUARE FEET QR FRACTION THEREOF PER UFT OF GENERAL BACKFiWNG, MINIMUM 2 TESTS EACH LAYER; B) ONE TEST FOR EACH 100 SQUARE FEET OR FRACTION THEREOF OF BACKFTLL AROUND AND UNDER STRUCTURES; C) ONE TEST FOR EACH 300 UNEAL FTEET CDR FRACTION THEREOF PER UFT O GENERAL BACKFIUJNG IN THE PIPELINE TRENCH; D) ONE TEST PER LIFT PER EACH CHANGE IN TYPE OF FILL; E) ONE TEST PER 1000 SQUARE FEET ODF PAVEMENT SUBOIRADE MINIMUM OF 2 TESTS. 5. IT IS INTENDED THAT PREVIOUSLY EXCAVATED MATERIALS CONFORMING TO THE FOLOWING REQUIREMENTS BE UTILIZED WHEREVER POSSIBLE A. ACCEPTABLE MATERIALS: AASHTO M145 CLASSIFICATION A-l. A-3, A-2-4, A-2-6; ASTM D2487 CLASSIFICATION GW, GP, G M, SM, SW, SP, UNLESS OTHERWISE DISAPPROVED WITHIN THE SOIL AND SUBSURFACE INVESTIGATION REPORTS NO MORE THAN 12X O ACCEPTABLE MATERIALS SHALL PASS T HE NUMBER 200 SIEVE. B. UNACCEPTABLE MATERIALS; AASHTO M145 CLASSIFICATION A-2-5, A-2-7. A-4. A-5, A-6, A-7, A-8; ASTM D2487 CLASSIFICATION GO, SC, ML, MH, CI. CH, 01, PT; UNLESS OTHERWISE APPROVED WITH€N THE SOIL AND SUBSURFACE INVESTIGATION REPORTS. 6. PROVIDE BARRIERS, WWARNING LIGHTS AND OTHER PROTECTIVE DEVICES AT ALL EXCAVATIONS. 7. SIDEWALKS. ROADS, STREETS, AND PAVEMENTS SHALL NOT BE BLOCKED OR OBSTRUCTED BY EXCAVATED MATERIALS, EXCEPT AS AUTHORIZED BY THE ENGINEER. IN WHHICH CASE ADEQUATE TEMPORARY PROVISIONS MUST BE MADE FOR SATISFACTORY TEMPORARY PASSAGE OF PEDESTRIANS, AND VEHICLES. MINIMIZE iNCONVENIENCE TO PUBLIC TRAVEL OR TO TENANTS OCCUPYING ADJOINING PROPERTY. & FURNISH, INSTALL, AND MAINTAIN, WITHOUT ADDITIONAL COMPENSATION, SHEETING, BRACINC, AND SHORING SUPPORT REQUIRED TO KEEP EXCAVATIONS VATHIN THE PROPERTY OR EA�iENTS PROVIDED, TO SUPPORT THE SIDES OF THE EXCAVATION, AND TO PREVENT ANY MOVEMENT WHICH MAY DAMAGE ADJACENNT PAVEMENTS OR STRUCTURES, DAMAGE OR DELAY THE VXW, OR ENDANGER LIFE AND HEALTH. VOIDS OUTSIDE THE SUPPORTS SHALL BE IMMEDIATELY FILLED AND COMPACTED. 9. ALL SUITABLE MATERIALS REMOVED FROM EXCAVATION AREAS STALL BE USED FOR THE PROJECT. EXCESS EXCAVATED SUITABLE MATERIAL SHALL BE STOC KPILED ON SITE AT A LO CATION OF THE OWNER'S CCHOOSING, AND SHALL BECOME THE PROPERTY CIF THE OWNER, UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 10. UNSUITABLE MATERIALS WITHIN THE INFLUENCE AREA OF CONSTRUCTION SHALL BE EXCAVATED, REMOVED FROM THE SITE, AND DISPOSED, UNLESS OTHERWISE INDICATED ON THE DRAWINGS. ' 11. EXCEPT AS OTHERWISE INDICATED, EXCAVATE FOR PRESSURE PIPING SO TO' OF PIPING IS MINIMUM 3 FEET BELOW FINISHED GRADE. 12. iF MORE THAN ONE PIPE IS TO BE INSTALLED IN A TRENCH, THE PIPES STALL BE SPACED A MINIMUM OF ONE FOOT APART FOR PIPES 4 INCHES AND LARGER. 13. IF PORTIODNS OF THE BOTTOM OF TRENCHES OR EXCAVATIONS CONSIST OF MATERIAL UNSTABLE TO SUCH A DEGREE THAT, IN THE OPINION OF THE ENGINEER, IT CANNOT ADEQUATELY SUPPORT THE PIPE OR STRUCTURE. THE BOTTOM SHALL BE OVER EXCAVATED AND STABILIZED WITH APPROVED COARSE GRANULAR STABILIZATION MATERIAL DEPTH OF STABILIZATION SHALL BE AS DIRECTED BY THE ENGINEER. 14. EXCAVATIONS SHALL BE KEPT DRY, COMPACTED, AND STABLE TO A DEPTH TWO FEET BELOW THE BOTTOM OF THE EXCAVATION GAR TRENCH. 15. ALL FILL MATEERIAL SHALL BE SUITABLE SOILS OR DIGGABLE FLOWABLE FILL FILL PLACED WITHIN 1 FOOT OF STRUCTURES OR PIPING SHALL NOT GONNTAIN ROCK OR STONE LARGER THAN 2 INCH DIAMETER. IF A SUFFICIENT QUANTITY OF SUITABLE MATERIAL IS NOT AVAILABLE FROM OTHER EXCAVATIONS WITHIN THE SITE. PROVIDE ADDITIONAL SUITABLE MATERIAL 18. FILL WITHIN THE INFLUENCE AREA OF ROADWAYS, STRUCTURES, FOUNDATICNiS, OR SLABS. SHALL BE PLACED IN LAYERS OF 8 INCH LOOSE DEPTH. IN ALL OTHER AREAS, PLACE FILL IN LAYERS OF 12 INCI LOOSE DEPTH. 17. VIBRATORY COMPACTION IS NOT ALLOWED WfAlHIN 100 FEET OF EXISTING STRUCTURES. IN THESE AREAS, COMPACTION SHALL SE ACCOMPLISHED BY STATIC MEANS ONLY. I& MINIMUM DENSITY REQUIREMENT (ASTM D1557 ORR AASHTO 1IN0) IS: A) FILL UNDER AND WITHIN THE INFLUENCE AREA OF ROADWAYS, STRUCTURES, SLABS. FOUNDATIONS - 98X; B) POND AND ROAD EMBANKMENT FILL - 9574 C) LANDSC.APE AREAS - 85DT. D) ALL OTHER AREAS m SOX AT1 R DISTRHFNLUTlo N SYSM4 I. THE ENTITY THAT WILL OPERATE AND MAINTAIN THHE WATER SYSTEMS SHOWIN ON THESE PLANS IS WAL-MART STORES EAST, INC. FOR THE WATER MAIN CNN THE WAL-MART PARCEL AND KIMCO FOR THE WATER MAIN ON THE KIMCO PARC E1_ THE C O NTRRACTOR SHALL MEET ALL THE REQUIREMENTS O THESE ENTITIES & THE CITY OF SANFORD. 2 .��I RI Sk1 T ll - UI aQ iNI OTHERWISE IR�ATEDi TH ua�n in'�nw k 3. BURIED DUCTILE IROIrN PIPE SHALL CONFORM WATH ANSI/AWWA C150/A21.50 AND C151/ A21.51. AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSI. BURIED PiPE SHALL COMPLY WITH THE FOLLOWING PRESSURE CLASS (PC) DESIGNATIOTNS UNLJ SS OTHERWISE INDICATED ON THE DRAWINGS: A) 12' DIAMETER AND SMALLER - PC 350; B) 14' THROUGH 20" DIAMETER - PC 250; C) 24" THROUGH 64' DIAMETER - PC 200. 4. EXPOSED PIPE SHALL BE DUCTILE IRON FLANGED AND SHALL CONFORM WITH AWWA/ANSI C115/A2LI5, AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSI. FLANGED PIPE SHALL COMPLY WITH THE FOILODWING THICKNESS CLASS (TC) DESIGNATIONS UNLESS OTHERWISE INDICATED ON THE DRAWINGS. A) 3' DIAMETER AND SMALLER - TC 55; B) 4" DIAMETER - TC 54; C) 6" THROUGH 24" DAMETIER - TO 53. 5. DUCTILE IRONN PIPE AND FITTINGS WITHIN 10 FEET OF GAS MAINS SHALL HAVE AN 8-MIL POLYETHYLENE VDIRAP IN ACCORDANCE WITH ANSI/ASTM D1248. 6. PVC PIPE 4" - 12" SHALL CONFORM TO AWWA C9D0. PIPE 14' - 36' SHALL CONFORM TO AWWWA C90& PIPE SHALL CONFORM TO ASTM D1784, TYPE I, GRADE I, 4000 PSI DESIGN STRESS, AND SHALL BE NATIONAL SANITATION FEDERATION (NSF) APPROVED. PIPE SHALL BE CLASS 150 (DRIB) WITH MARKINGS ON FACH SECTION SHOWING CONFORMANCE TO THE ABOVE SPECIFICATIONS. JOINTS MALL BE RUBBER GASKETED CONFORMING TO AWlWA C9GD0 OR C905 THE BELL SHALL BE INTEGRAL WITH THE PIPE AND OF EQUAL OR GREATER PRESSURE RATING. THE BELL OF PIPE AND FITTINGS USING PUSH -ON JOINTS SHALL HAVE AN INTEGRAL GROVE TO RETAIN THE GASKET IN PLAN,'. 7. ALL FITTINGS SHALL BE MANUFACTURED OF DUCTILE IRON, CONFORMING TO ANSI/AWWA C110/A21.10 OR ANSI/AW1WA C153/A21.53. ALL FULL BODY (CI10/A21.10) FITTINGS SHALL BE PRESSURE RATED TO 250 PSI, MINIMUM. ALL COMPACT FITTINGS (G153/A21.53) SHALL BE PRESSURE RATED TO 350 PSI, MINIMUM. . 8. ALL DUCTILE IRON PIPE AND FITTINGS SHALT, BE LINED AND COATED. INTERIOR LINING SHALL BE STANDARD THICKNESS ANSI A21.4 CEMENT MORTAR LINING AND BITUMINOUS SEAL. COAT. EXTERIOR COATING FOR BURIED PIPE AND FITTINGS MALL HAVE AN ANSI A21.51 OR A21.10 BITUMINOUS COATING. EXTERIOR COATING OF EXPOSED PiPE AND FITTINGS SHALL BE FACTORY APPLIED RUST INHIBITING EPDXY PRIMER, MINIMUM 3 MILS DRY FILM THICKNESS. AFTER INSTALLATION, EXTERIOR SURFACES SHALL BE PAINTED WITH TWO COATS TNEMEC SERIES 2 TNEME-GLOSS, GLIDDEN LIFE MASTER PRO HIGH PERFORMANCE ACRYLIC NO. 6900 SERIES, OR EQUAL. AT MINIMUM 4 MILS DRY FlLUA THICKNESS PER COAT. PAINT COLOR TO BE IN ACCORDANCE WITH LOCAL U71UTY REQUIREMENTS. 9. MECHANICAL AND PUSH ON JOINTS FOR DUCTILE IRON PIPE AND FITTINGS SHALL BE RUBBER GASKETED, CONFORMING TO ANSI/AWWA C111/A21.11. LUBRICANTS OTHER THAN THAT FURNISHED BY THE PIPE MANUFACTURER WiTH THE PIPE SHALL NOT BE USED. 10. ALL FITTINGS SHALL BE RESTRAINED IN ACCORDANCE WITH DIPRA. "THRUST RESTRAINT DESIGNED FOR DUCTILE IRON POPE'. PIPE JOINTS SHALL BE RESTRAINED UPSTREAM AND DOWNSTREAM OF FITTINGS IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS OR THE TABLE SHOWN IN THE DRAWINGS, W#N�HICCHEVER IS GREATER. DUCTILE IRON RESTRAINED. JOINTS SHALL BE AMERICAN FAST GRIP GASKET, FLEX -RING, FIELD FLEX RING. LOK-RING, US PIPE TR-FLEX, EBAA MEGALUG, OR EQUAL PVC PIPE JOINTS SHALL BE RESTRAINED USING MECHANICAL DEVICES, UNI-FLANGE BLOCK BUSTER SERIES 1350 OR ENGINEER APPROVED EQUAL 11. ALL SERVICE PIPING (1' -3") SHALL BE PDXLYETHYLENE. SOR-PR PE PIPE SHALL BE MANUFACTURED FROM PE3408 AND SHALL CONFORM TO ASTM D2239 AND ANSI/AWWA C901, ALL PIPE SHALL BE DR9, PRESSURE CLASS 200 PSI. PIPE AND FITTINGS SHALL BE NSF APPROVED FOR THE USAG TO WHICH THEY ARE TO BE APPUED. JOINTS IN SDR-PR PE PIPE SHALL BE BUTT HEAT FUSION OR SOCKET HEAT FUSION TYPE. FITTINGS SHALL BE MANUFACTURED OF THE SAME MATT RIAL AS THE PIPE AND SHALL BE OF THE SAME SDR OR LESS PROVIDE ADAPTERS AS REQUIRED TO JOIN PE PIPE TO PIPE, FITTINGS AND EQUIPMENT OF OTHER MATERIALS. 12. ALL SERVICE SADDLES SHALL CONSIST ODF DUCTILE IRON BONES IN ACCORDANCE WITH ASTM A538, WITH DOUBLE STAINLESS STEEL STRAPS, BOLTS, WASHERS 'AND NUTS. STAINLESS STEEL TO BE TYPE 3". NUTS TO SE TEFLON COATED. DUCTILE IRON BODY TO BE FUSION BONDED NYLON COATING, MINIMUM THICKNESS 12 MILS. OUTLET OF SADDLE TO HAVE NPT THREADS. 13. ALL SERVICES MALL INCLUDE THE FOLLOWING: CURB STOPS, UNIONS AS REWIRED, CORPORRATION STOPS. CONFORMANCE WITH AWiWA C800 AND C901 15 REQUIRED. THE CONTRACTOR SHALL CUT "WD" IN THE TOP CURB OF EACH WATER SERVICE AND A 'V' AT ALL VALVE LOCATIONS. CUT W S AND VHS SHALL BE HIGHLIGHTED WITH BLUE PAINT. 14. 4 LIA. e .. . L S"v .. - I& UNLESS OTHERWWISE INDICATED OR SPECIFIED, ALL VALVES TWO INCHES AND SMALLER SHALL BE ALL BRASS OR BRONZE; VALVES OVER TWO INCHES SHALL BE IRON BODY, FULLY BRONZE ODR BRONZE MOUNTED. 16. VALVES 4 INCHES AND LARGER SHALL BE LINED AND COATED. INTERIOR OF VALVES SHALL BE COATED WITH A RUST INHIBITING EPDXY PRIMER, FOLLOWWED BY A COAL TAR EPDXY. TOTAL MINIMUM DRY FILM THICCKNESS OF 16 MILS, APPLIED AT THE FACTORY. EXTERIOR COATING ON BURIED VALVES SHALL BE RUST INHIBITING EPDXY PRIMER, FOLLOWWED BY A COAL TAR EPDXY, TOTAL MINIMUM DRY FILM THICKNESS OF 16 MILS APPLIED AT THE FACTORY. EXTERIOR COATING OF EXPOSED VALVES SHALL BE FACTORY APPLIED RUST INHIBITING EPDXY PRIMER, MINIMUM 3 MILS DRY FILM THICKNESS AFTER INSTALLATION, EXTERIOR SURFACES SHAD. BE PAINTED WITH TWO COATS TNEMEC SERIES 2 T'NEME-GLOSS, GLIDDEN LIFE MASTER PRO HIGH PERFORMANCE ACRYLIC NO, 8900 SERIES, OR EQUAL. AT 4 MILS MINIMUM DRY FILM THICgNE..SS PER COAT. PAINT COLOR TO BE IN ACCORDANCE WITH LOCAL U11UTY REQUIREMENTS. . 17. ALL VALVES 12" AND SMALLER SHALL BE GATE VALVES UNLESS OTHERWISE INDICATED ON THE DRAWINGS. GATE VALVES 3 INCHES TO 12 INCHES SHALL CONFORM TO AWWA C509. THE VALVES SHALL BE IRON BODY, CAST IRON FULLY ENCAPSULATED MODLDED RUBBER WtiEDGE COMPLYING WITH ASTM D20M NON -RISING STEM WITH O-RING SEALS VALVES SHALL OPEN (OUNTERCLOCCWAISE. I& TAPPING VALVES AND SLEEVES SHALL BE APPROVED AWWWA TYPE OF THE SIZE REQUIRED. VALVES SHALL CONFORM TO THE REQUIREMENTS OF AWWA C509. 19. VALVE SEATS SHALL BE MECHANICALLY RETAINED. AND. MAY BE INSTALLED ON EITHER THE BODY OR DISC. O-RING SEATS ON VALVE DISCS ARE UNACCEPTABLE SEATS FOR VALVES 14" DIAMETER AND LARGER SHALL BE FULLY FIELD REPLACEABLE WITHOUT THE USE OF SPECIAL TOOLS. OPEERATORS OF THE ENCLOSED TRAVELING -NUT TYPE SHALL BE PROVIDED UNLESS OTHERWISE INDICATED. . 20. ALL BURIED VALVES SHALL BE PROVIDED VATIH ADJUSTABLE VALVE BOXES APPROXIMATELY 5 INCHES IN DIAMETER WITH A MINIMUM THICKNESS OF 3/16 INCH CAST IRON. BOXES SHALL BE OF SUFFICIENT LENGTH TO OPERATE ALL VALVES BURIED IN THE GROUND, CONSISTING OF BASE. (ENTER SECTION, AND TOP SECTION WWITH CLOVER. VALVE BOXES LOCATED IN UNPAVED AREAS SHALL BE SLIP TYPE DESIGI'N TO PERMIT MOVVEMMENT OF THE TOP SECTION WITHOUT TRANSMITTING FORCES ONTO THE VALVE BODY. VALVE BOXES CAST INTO CONCRETE OR ASPHALT SURFACING SHALL HAVE BRASS COVER& ALL VALVE BOX COVERS SHALL BE INTERNALLY CHAINED TO VALVE BOXES WITH AN APPROXIMATELY 18 INCH GALVANIZED CHAIN. VALVE BOX COVERS SHALL BE CAST WiTH THE INSCRIPTIODN "WATER" . 21. HYDRANTS SHALL CONFORM TO AWWA C502 AND SHALL BE FURNISHED COMPLETE . .WI'�H WRENCH AND OTHER APPURTENANCES. MANUFACTURER'S CERTIFICATION OF . • .... COMPLIANCE WWITH AWIWA C502 AND TESTS LISTED THEREIN WILL BE REQUIRED. 22. ALL HYDRANTS SHALL BE OF BREAKABLE TYPE. WITH THE BREAKABLE SECTIODN LOCATED SLIGIHTLY ABOVE THE FINISH GROUND LINE. HYDRANTS SHALL CONTAIN TWO -TWO AND A HALF INCH (2-1/2") HOSE COJNNECTIONS AND ONE -FOUR AND A HALF INCH (4-1/21 STEAMER C NNNECTIONS WITH NATIONAL STANDARD FIRE HOSE COUPLING SCREW THREADS, FIVE AND ONE QUARTER INCH (5-1/4') VALVE OPENING, SIX INCH (6') DIAMETER MECHANICAL JJOINT INLET. ONE AND ONE --HALF INCH (1--1/2'7 PENTAGONN OPERATING NUT. THE HYDRANTS SHALL OPEN COUNTERCLOCKWISE. 23. ALL HYDRANTS SHALL BE PAINTED IN AN APPROVED MANNER W117H THE PRIMER PAINT BEING KOPPER'S "G.AMORTEX" NO. 622 RUST PRIMER AND THE FINISH PAINT SHAL_ BE TWO GOATS OF ENAMEL OR SPECIAL COATING TO COLOR AS REQUIRED BY THE LOCAL FIRE DEPARTMENT, 24. BLUE PAVEMENT RiEFLECTORS (CAT EYES) SHALL BE PLACED IN THE CENTERUNE OF THE DRIVING LANE DIRECTLY IN FRONT OF ALL FIRE HYDRANTS. THERE SHALL BE NO TREES, SHRUBS, OR LANDSCAPING PLANTED AROUND THE FIRE HYDRANTS OR iN AREAS DESIGNATED AS FIRE LANES. 25. PVC PIPE SHALL BE COLOR CODED BLUE FOR WATER MAINS STENCILED 'WATER LINE', (2" LETTERING ON TWO SIDES OF THE PIPE IN AT LEAST THREE AREAS PER SECTION). 26. INSTAL_ IDENTIFICATION TAPE ALONG ALL DUCTILE IRON PIPE AND PVC PIPE, MINIMUM THICKNESS 4 MILS, WWIDTH 6 INCHES, LETTER SIZE 1 INCH. TAPE COLOR AND LETTERING SHALL BE BLACK PRINTING OPN BLUE BACKGROUND FOR WATER MAINS, PLACE TAPE AS FO LOWOW& 2" - 8' PiPE - CENTER ALONG TOP HALF OF PIPE; 10" - 18" PIPE - PLACE ALONG BOTH SIDES OF THE TOP HALF OF PIPE; 20' PIPE AND LARGER - PLACE ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF O PIPE. 27. INSTALL WARNING TAPE ALONG: ALL PIPIIJN£S TAPE:, S ALL, BE. 6:-INCH WDE VINYL CONTINUOUS TAPE. TAPE,S'HALL, I,.:.COLORED.:I�LUIE FT�WATE%R AQAUNS ':CODED AND WiOZRDED "CAUTION: WATER MAIN BURIED BELOW'. 2& INSTAL. LOCATING WIRE ALONG ALL PVC PIPELINES WIRE SHALL BE COLOR -CORDED 14 GAUGE CONTINUOUS INSULATED WIRE. COLOR CODING SHALL BE SIMILAR TO WARNING TAPE COLORS. INSTALL LOCATOR WIRE ALONG ALL PRESSURIZED PIPELINES 2' AND LARGER. LO3OP WIRE INTO ALL. VALVE BOXES. LOOPING TO OCCUR EVERY 500 FEET MINIMUM. WHERE THERE ARE NO VALVE BOXES TO ALLOW LOOPING, PROViLDE ACCESS BOXES PER CITY REQUIREMENTS. 29. ALL CHANGES 1N DIRECTION SHALL BE MADE WITH FITTINGS OR APPROVED JOINT DEFLECTION. BENDING OF PIPE, EXCEPT COPPER. IS PROHIBITTED. JOINT DEFLECTION SHALL NOT EXCEED 90% OF THE MANUFACTURER'S RECOMMENDED MAXIMUM DEFLECTION. 30. WHENEVER POSSIBLE, EXISTING AND PROPOSED WATIER AND SEWER LINES (STORM AND SANITARY) SHALL BE SEPARATED AT LEAST 10 FEET HORIZONTALLY. SHOULD LOCAL CONDITIONNS PREVAIL WHICH WOULD IPREVENT THE I D-FT MINIMUM SPECIFIED SEPARATION, INSTALLATION AT C.05ER HORIZONTAL SEPARATIONS WILL ONLY BE ALLOWED PROVIDED THAT THE WATER MAIN IS INSTALLED IN A SEPARATE TRIENCCH OR ON AN UNDISTURBED EARTH BENCCH LOCATED TO ONE SIDE ODF THE SEWER AT SUCH AN ELEVATIONN THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST IB INCHES ABOVE THE TOP OF THE SEW9ER. 31. Wr4HENEVER WWATER AND SEWIER LINES (STORM AND SANITARY) RUN PARALEL AND DO NOT MEET TH£ HORIZONNTAL SEPARATION REQUIREMENTS. THEN THE LINES SHALL BE VERTiCAL.Y SEPARATED WITH THE POTABLE LINE AT LEAST 18 INCHES ABOVE THE TOP OF THE NOON -POTABLE LINES. WATER MAINS CROSSING SEWERS SHALL BE INSTALLD TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES MEASURED FROM THE OUTSIDE OF THE WATER MAIN TO THE OUTSIDE OF THE SEWER THE WAITER MAIN MAY BE EITHER ABOVE OR BELOW THE SEWER AT CRROSSING S. THE CONNSTRUCTE.D PIPELINE SHALL BE INSTALLED SO THAT THE PIPELINE JOINTS ARE AS FAR FROM TTHE CROSSING AS POSSIBLE. . 32. VERTICAL SEPARATION AT CROSSINGS BETWEEN WATER MAINS AND SEWER LINES ONSEOF TTHHe SWING �G7ITIONNSS IS M �A) THBEISE PIIPELINE MATEwAt IS EITHER CSOO/C SOD5 DR 18 PVC OR PRESSURE CLASS 350 DUCTILE IRON AND THE PIPE IS PRESSURE TESTED; OR B) THE SEWERt IS ENCASED IN CONCRETE (F"C - 2500 PSI) SO THAT THE ENCASEMENT EXTENDS BEYOND THE FIRST SEWER PIPELINE JOINT IN TEACH DIRECTION (GENERALLY A DISTANCE OF 10 FEET EACH SIDE OF CROSSING). 33. TEST PROCEDURES SHALL BE APPROVED BY THE ENGINEER. ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE ENGINEER AND UTILITY. NOTIFY THE ENGINEER AND THE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY WORK IS TO BE INSPECTED OR TESTED. 34. PROVIDE ALL EQUIPMENT FOR TESTING. INCREMENTS QN GAGS USED FOR LOW PRESSURE AiR TESTING SHALL BE OF SCALED TO THE NEAREST 0.1 PSI. GAGES. PUMPS, AND HOSES SHALL BE IN GOOD WORKING ORDER WITH NO NOTICEABLE LEAKS. 35. ALL SERVICE LINES SHALL B£ COMPLETED PRIOR TO TESTING, AND ARE SUBJECT TO THE SAME TESTING REQUIREMENTS AS THE MAIN LINE. 36. APPLY HYDROSTATIC TEST PRESSURE OF 150 PSI FOR WATER MAINS. FOR 10 MINUTES AND FOR SUCH ADDITIONAL PERIOD NECESSARY FOR THE ENGINEER TO COMPLETE THE INSPECTIOIN OF THE LINE UNDER TEST. DO NOT EXCEED PiPE MANUFACTURER'S SUGGESTED TIME DURATION AT THE TEST PRESSURE. IF DEFECTS ARE NOTED, REPAIRS SHALL BE MADE AND THE TEST REPEATED UNTIL ALL PARTS OF THE LINE WITHSTAND THE TEST PRESSURE. 37. APPLY LEAKAGE TEST PRESSURE OF 150 PSI FOR WATER MAINS. MAINTAIN PRESSURE AT A MAXIMUM VARIATION QF 5% DURING THE ENTIRE LEAKAGE TEST. THE DURATION OF THE LEAKAGE TEST SHALL BE TWO HOURS MINIMUM, AND FOUR SUCH ADDITIONAL TIME NECCESSSARY FOR THE ENGINEER TO COMPLETE INSPECTION OF THE SECTION OF LINE UNDER TEST. LEAKAGE MEASUREMENTS SHALL NOT BE STARTED UNTIL A CONSTANT TEST PRESSURE HAS BEEN ESTABLISHED. THE LINE LEAKAGE SHALL BE MEASURED BY MEANS OF A WATER METER INSTALLED ON THE SUPPLY SIDE OF THE PRESSURE PUMP. 38. NO LEAKAGE IS ALLOWED IN EXPOSED PIPING, BURIED PIPING WITH FLANGED, THREADED, OR WELDED JOINTS OR BURIED NON -POTABLE PIPING IN CONFLICT WITH POTABLE WATER LINES. 39. TESTED SECTIONS OF BURIED PIPING WiTH SUP -TYPE OR MECHANICAL JOINTS WALL NOT BE ACCEPTED IF IT HAS A LEAKAGE RATE IN EXCESS O• THAT RATE DETERMINED BY THE FORMULA L - SDP/133200 (AWWA C-600 DUCTILE IRON MAINS). OR L - NOP/7400 (AWWA MANUAL NO. M-23 - PVC MAIN); WHERE L - MAXIMUM PERMISSIBLE LEAKAGE RATE, IN GALLONS PER HOUR, THROUGHOUT THE ENTIRE LENGTH OF LINE BEING TESTED; S - LENGTH OF LINE TESTED (IN FEET); D - NOMINAL INTERNAL DIAMETER (IN INCHES) OF. THE PIPE; AND P - THE SQUARE ROOT OF THE ACTUAL PRESSURE IN PSIG ON ALL JOINTS IN THE TESTED PORTION OF THE UNE. THIS ACTUAL PRESSURE SHALL BE DETERMINED BY FINDING THE DIFFERENCE BETWEEN THE AVERAGE ELEVATION OF ALL TESTED PIPE JOINTS AND THE ELEVATION OF THE PRESSURE GAUGE AND ADDING THE DIFFERENCE IN ELEVATION HEAD TO THE AUTHORIZED TEST PRESSURE 40. ALL APPARENT LEAKS BNSCOVERED WITHIN ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK BY THE OWNNER SHALL BE LOCATED AND REPAIRED BY CONTRACTOR, REGARDLESS OF THE TOTAL UNE LEAKAGE RATE, 41. THE CONTRACTOR SHALL PROVIDE A POST -CONSTRUCTION FIRE FLOW TEST WITNESSED AND APPROVED BY THE ENGINEER AND THE UTILITY. HYDRANTS SHALL DELIVER A MINIMUM OF 1250 GPM WITH A RESIDUAL PRESSURE OF 20 PSI. 42. DISINFECT ALL POTABLE WATER LINES, VALVES, FITTINGS, HYDRANTS. 43. ALL DISINFECTION WORK SHALL BE ACCEPTABLE TO THE STATE HEALTH AUTHORITY, IF ANY REQUIREMENTS OF THIS SECTION ARE IN CONFLICT WITH REQUIREMENTS OF THE AUTHORITY FOR DISINFECTION, THOSE OF THE AUTHORITY SHALL GOVERN. THE WATER MAIN DISINFECTION AND BACTERIOLOGICAL SAMPLING AND METHODS OF DISINFECTION FOR ALL WATER CONTAINMENT DEVICES AND PIPING SYSTEMS SHALL CONFORM TO AWWA C651. 45. AS -BUILT INFORMATION SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FO LOWING: A) LOCATION O FF ALL VALVES, FITTINGS, HYDRANTS AND SERVICES; B) LOCATION OF THE MAINS TIED HORIZONTALLY TO THE BACK OF CURB OIR EDGE OF PAVEMENT; C) CERTIFICATION AS TO THE SYSTEM MEETING THE MINIMUM COVER REQUIREMENTS SANITARY S 1. THE ENTITY THAT WiLL OPERATE AND MAINTAIN THE SEWER SYSTEM SHOWN ON THESE PLANS IS WAL-MART STORES EAST, INC. FOR THE SEWER ON THE WAL-MART PARCEL AND KIMCO FOR THE SEWER ON THE KIMCO PARCEL THE CONTRACTOR SHAM MEET ALL THE REQUIREMEiNNTS OF THESE ENTITIES & THE CITY OF SANFORD. 2. PVC SEWER PIPE SHALL BE TYPE PSM PVC PIPE CONFORMING TO ASTM D3034 AND SHALL.. BE SDR 35 FOR a THROUGIH 15'. AND ASTM F 679, WALL THICKNESS T 1. FOR PIPE 18" THROUGH 27'. 3. JOINTS SHALL MEET THE REQUIREMENTS OF ASTM D3212 USING RUBBER GASKETS CONFORMING TO ASTTM F477. . 4. FITTINGS SHALL CONFORM TO THE SAME REQUIREMENTS AS THE PIPE. PROVIDE ADAPTERS AS REQUIRED TO JOIN PVC PIPE TO PIPE, FITTINGS AND EQUIPMENT OF OTHER MATERIALS. SOLVENT CE7MENT SHALL BE AS RECOMMENDED BY THE PIPE MANUFACTURER. 5 PVC; SEWER" IPIP£ SMALLW OR C00E0 GREENN STENCILED "SEWER UNE' (2" l El TERING OV TWdA `SIDES`OF`7HE' PIPE IN AT LEAST THREE AREAS PER PIPE SECTION), . 6. INSTALL ADHESIVE IDENTIFICATION TAPE ALONG PIPELINE.. TAPE SHALL BE MINIMUM THICKNESS .4 MILS, WIDTH 6 INCHES, LETTER SIZE 1 INCH. TAPE COLOR AND LETTERING SHALL. BE "SEWER UNE", BLACK PRINTING ON GREEN BACKGROUND. PLACE TAPE AS FOLLOWS: 2" - 8" PIPE - CENTER ALONG TOP HALF OF PIPE; 10" - 18" PIPE - PLACE ALONG BOTH SIDES OF THE TOP HALF OF PiPE; 20' PIPE AND LARGER - PLACE ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. 7. INSTALL WARNING TAPE ALONG ALL SEWER PIPEUNES. TAPE SHALL BE 6-INCH WIDE VINYL CONTINUOUS TAPE, COLORED GREEN WITH BLACK LETTERING CODED AND WORDED "CAUTION: SEWER BURIED BELOW". INSTALL ALONG PIPELINE, 2 FEET ABOVE PIPE, MINIMUM OF 1 FOOT BELOW GRADE. 8. WHENEVER POSSIBLE, EXISTING AND PROPOSED WATER AND SEWER LINES SHALL BE SEPARATED AT LEAST 10 FEET HORIZONTALLY. SHOULD LOCAL CONDITIONS PREVAIL WHICH WOULD PREVENT THE 10-FT MINIMUM SPECIFIED SEPARATION, INSTALLATION AT CLOSER HORIZONTAL SEPARATIONS WILL ONLY BE ALLOWED PROVIDED THAT THE WATER MAIN IS INSTALLED IN A SEPARATE TRRENCH-OR ON AN UNDISTURBED EARTH 8 BENCCH LOCATED TO ONE SIDE ODF THE SEWER AT SUCH AN ELEVATION THAT THE #. BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWJfR. WHENEVER WATER AND SEWER LINES RUN PARAILiEL AND DO NOT MEET THE HORIZONTAL SEPARATION REQUIREMENTS, THEN THE LINES SHALL BE VERTICALLY SEPARATEED WITH THE POTABLE LINE AT LEAST 18 INCCHES ABOVE TH£ TOP OF THE NON -POTABLE LINES. WATER MAINS CROSSING SEWERS SHAD. BE INSTALLED TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES MEASURED FROM THE OUTSIDE OF THE WATER MAIN TO THE OUTSIDE OF `fHE SEWER THE WATER MAIN MAY BE EITHER ABOVE OR BELOW THE SEWER AT CROSSINGS. THE CONSTRUCTED PIPELINE SHALL BE INSTALLED SO THAT THE PIPELINE JOINTS ARE AS FAR FROM THE CROSSING AS POSSIBLE . 10. VERTICAL SEPARATION AT CROSSINGS BETWEEN WATER MAINS AND SEWER LINES MAY BE REDUCED FROM 18 INCHES TO 6 INCHES PROVIDED ONE OF THE FOLLOWING CONDITIONS IS MET: A) THE SEWWER PIPELINE MATERIAL IS EITHER CSOO/C905 OR 18 PVC OR PRESSURE CLASS 350 DUCTILE IRON AND 'THE PIPE IS PRESSURE TESTED; ODR B) THE SEWER IS ENCASED IN CONCRETE (F'C - 2500 PSi) SO THAT THE ENCASEMENT EXTENDS BEYOND THE FIRST SEWER PIPELINE JOINT` IN EACH DIRECTION (GENERALLY A DISTANCE OF 10 FEET EACH SIDE OF CROSSING) 11. TEST PROCDURES SHALL BE APPROVED BY THE ENGINEER. ALL TESTS SHALL BE MADE HN THE PRESENCE OF THE ENGINEER AND UTILITY. NOTIFY THE ENGINEER AND THE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY WORK IS TO BE INSPECTED OR TESTED. 1Y. PROVIDE ALL EQUIPMENT FOR TESTING. INCREMENTS ON GAGES USED FOR LOW PRESSURE AIR TESTING SHALL BE OF SCALED TO THE NEAREST 0.1 PSI. GAGES, PUMPS, AND HOSES SHALL BE IN GOOD WORKING ORDER WITH NO NOTICEABLE LEAKS 13. ALL SERVICE LATERALS SHALL BE COMPLETED PRIOR TO TESTING. AND ARE SUBJECT TO THE SAME TESTING REQUIREMENTS AS THE MAIN LINE. 14. PROVIDE LIGHT SOURCE AND MIRRORS FOAR LAMPING CF SEWWER. ANY SE ER IN WHICH THE DIRECT LIGHT OF A LAMP CANNOT BE MEWED IN EITHER DIRECTION, FULL CIRCLE, BETWEEN ADJACENT MANHOLES SHALL BE CONSIDERED UNSATISFACTORY, UNLESS THE UNE IS DESIGNED WITH HORIZONTAL DEFLECTION$, AND SHALL BE REPAIRED BY THE CONTRACTOR WITHOUT ADDITIONAL COMPENSATION. 15. PORTIONS OF GRAVITY SEWERS WIHICH EITHER A) CROSS WiATER MAINS WITH LESS THAN 18' CLEARANCE, OR B) ARE CLOSER THAN 1G--FT HORIZONTAL TO WATER MAINS WHILE THE VERTICAL SEPARATION OF THE WATER AND SEWER LINES iS LESS THAN 18' SHALL BE PRESSURE TESTED TO 150 PSI FOR A MINIMUM DURATION ODF TWO HOURS. TESTED SECTIONS OF SEWHER WILL NOT BE ACCEPTED IF IT HAS A LEAKAGE RATE IN EXCESS OF THAT RATE DETERMINED BY THE FORMULA SPECIFIED IN AWWA C-600 (DUCTILE IRON PIPE) OR AWWA MANUAL NO. M-23 (PVC PIPE). 16. CONDUCT LOW PRESSURE AIR TESTING (4.0 PSI INITIAL PRESSURE) OF INSTALLED SEWER PIPING AND MANHOLES IN ACCORDANCE WITH ASTM F1417. MAXIMUM ALLOWABLE LEAKAGE IS 0.0015 CUBIC FEET PER MINUTE PER SQUARE FOOT INTERNAL SURFACE AREA BEING TESTED. ALLOWABLE AIR PRESSURE DROP DURING THE TEST IS 0.5 PSIG. MINIMUM REQUIRED TEST TIME (DURATION) IS: A) a PIPE = 1 MIN 53 SEC; B) 6' PIPE - 2 MiN 50 SEC, OR 0.427 X LENGTH OF PIPE TESTED, WHICHEVER IS GREATER; C) 8" PIPE - 3 MIN 47 SEC, OR. 0.760 X LENGTH OF PIPE TESTIED, WHICHEVER IS GREATER; 0) 10' PIPE - 4 MIN 43 SEC, OR 1.187 X LENGTH OF PIPE TESTED, WHICHEVER IS GREATER; E) 12" PIPE - 5 MIN 40 SEC, OR 1.709 X LENGTH ODF PIPE TESTED, WAIHICCHEVER IS GREATER. 17. CONDUCT LEAKAGE TESTING OF' MANHOLES. PLUG INVERTS AND FILL MANHOLE SWiTH WATER. ALLOWABLE WATER DROP IN MANHOLE TO BE FIELD DETERMINED BY UTILITY AND ENGINEER. MINIMUM TEST DURATION IS 1 HOUR. I& AS -BUILT INFORMATION SHALL INCLUDE, BUT NOT BE LIMITED TO DISTANCES OF SEWtER LINE LAID FROM MANHOLE TO MANHOLE AND/OR CLEAN -OUT WITH TIES TO LATERALS. 1. ALL MANHOLES SHALL BE PRECAST CONSTRUCTION. THE MINIMUM SZE DIAMETER OF MANHODLES SHALL BE 48" FOR SEWER LINES 21' IN DIAMETER OR LESS. INTEGRALLY CAST STEPS WITHIN PRECAST STRUCTURES ARE NOT ALLOWED. 2. BASES SHALL BE ONE-PIECE PRECAST BASE SECTIONNS CONSISTING OF INTEGRALLY CAST SAB, BOTTOM RING SECTION AND CONCRETE FLOW CHANNELS. BASE SECTIONS SHALL HAVE INTEGRAL INVERTS WITH GASKETS TO MATCH THE PiPE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING ALL INVERT ANGLES. PROVIDE OUTLET' STUBS WITH JOINTS TO MATCH THE PIPE. 3. RISERS SHALL BE PRECAST REINFORCED CONCRETE PER ASTM C478, MANUFACTURED USING SULFATE RESISTANT CEMENT (ASTM C150, TYPE II). RISERS SHALL BE 48-INCH DIAMETER UNLESS OTHERWISE INDICATED AND SHALL HAVE A MINIMUM WALL THICKNESS OF 5 INCHES. 4. GASKETS FOR SEATING PRECAST SECTIONS SHALL BE COiD ADHESIVE PREFORMED PLASTIC GASKETS CONFORMING TO FOOT SPECIFICATION 942-2, UNLESS OTHERWISE INDICATED. .... 5. UNLESS OTHERWISE INDICATED, CONE TOP SECTIONS SHALL BE PRECAST, ECCENTRIC TYPE WITH 24-INCH DIAMETER TOP OPENING CONFORMING TO ASTM C47& PROVIDE B-iNCH MINIMUM THICKNESS FLAT SAB TOPS WITH ECCENTRIC 24-INCH DIAMETER OPENING, UNLESS OTHERWISE INDICATED. 6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO PROVIDE A FLEXIBLE WATERTIGHT SEAL OF THE PIPE TO THE MANHOLE. NO ADHESIVES OR LUBRICANTS SHALL BE EMPLOYED IN THE INSTALLATION OF THE CONNECTOR INTO THE MANHO E THE RUBBER CONNECTOR SHALL COMPLY WITH ASTM G443 AND ASTM C923. ALL STAINLESS STEEL ELEMENTS OF THE CONNECTOR SHALL BE TOTALLY NON-MAGNETIC SERIES 316 STAINLESS, EXCLUDING THE WORiA SCREW FOR TIGHTENING THE STEEL BAND AROUND THE PIPE WHICH SHALL BE TORQUED BY A BREAKAWAY TORQUE WRENCH AVAILABLE FROM THE PRECAST MANHOLE SUPPLIER, AND SET FOR 60-70 INCH/LBS. THE CONNECTOR MALL BE INSTALLED IN THE MANHOLE WALL BY ACTIVATING THE EXPANDING MECHANISM IN STRICT ACCORDANCE WITTH THE RECOMMIENDATION OF THE CONNECTOR MANUFACTURER. 7. FRAMES AND COVERS SHALL BE GREY IRON PER ASTM A48, CLASS 30B AND SHALL BE US FOUNDRY TYPE 227AS, TRAFFIC BEARING (AASHTO H-20 LOADING), UNLESS OTHERWMISE NOTED] IN THE DRAWINGS. CASTINGS SHALL BE SMOOTH, CLEAN, FREE FROM BLISTERS, BLOWHOLES, SHRINKAGE. 8. ALL MANHOLE FRAMES AND COVERS SHALL BE U. S. FO UNDEY NO. 17OF (OR EQUAL). WITH RAISED LETTERING "STORM', "SEWPo°ER*. OR AS DETAILED ON THE DRAWIINGS. 9. PROVIDE CAST IRON FRAMES AND RETICULINE DATES IN ACCORDANCCE V 7 H DETAILS ON THE DRAWINGS ALL FRAMES AND INLET GRATES SHALL BE PRODUCTS OF U.S. FOUNDRY do MANUFACTURING CORPORATION, OR EQ UAL 10. ALL INLET GRATES MALL BE SECURED BY CHAIN AND EYEBOLT TO THE TOP OP THE STRUCTURE. 11. MANHOLE COATINGS AND FINISHES SHALL BE: A. SANITARY SEWER MANHOLE INTERIOR - BITUMINOUS EPDXY COATING, MINIMUM DRY FILM THICKNESS = 16 MILS. B. INTERIOR OF MANHOLES WHICH RECEIVE FORCE MAIN DISCHARGE - INTEGRAL LY ATTACHED INTERIOR LINER, FULL HEIGHT. FIBERGLASS LINER. LINER THICKNESS TO BE IN ACCORDANCE WITH THE DRAWINGS. C EX'IERIODR -- BITUMINOUS EPDXY COATING, MINIMUM DRY FILM THICKNESS - 16 MILS. 12. AS -BUILT INFORMATION SHAD_ INCLUDE ALL RIM. TOP AND INVERT ELEVATIONS FOR ALL PRECAST STRUCTURES. STOFI S R SYM MS I. THE ENTITY THAT WIILL OPERATE AND MAINTAIN THE STORM SEWER SYSTEM SHOWN ON THESE PLANS IS WAL-MART STORES EAST. INC. FO'i THE STORM SEWER ON THE WAL-MART PARCEL AND KIMCO FOR THE STORM :EWER ON THE KiMCO PARCEL. THE CONTRACTOAR SHALL MEET ALL 'DIE REQUIREMENTS OF THESE ENTITIES & THE CITY OF SANFORD. _s: e 2 a ' NLESS 0 GS. r i3 GR 9 PIP COMPLY WITH ASTM C78, EWPTICAL CONCRETE PIPE SHALL COMPLY WITH ASTM CS07. PIPE JOINTS AND O-RING GASKETS SHALL CO.9PLY ASTM C443. 3. RCP PIPE SHALL NOT BE SHIPPED FROM MANUFACTURER UNTIL THE COMPRIESSIVE STRENGTH OF THE PIPE HAS REAC2HED 4000 PSI AND A MINIMUM OF 5 DAYS HAVE PASSED SINCE THE MANUFACTURING OR REPAIR OF THE PIPE HAS BEEN COMPLETED. 4. CORRUGATED POLYETHYLENE (PE) PIPE AND FITTINGS SHALL BE HIGH DENSITY, IN ACCORDANCE WiTH ASTM 03350, CELL CLASSIFICATION 324420C (4"-t0") OR CELL CLASSIFICATION 33542DC (12'-36'). PIPE 4'-10' SHALL COMPLY NTH AASHTO M25Z TYPE S. PIPE 12"-36' SHALL COMPLY WWITH AASHTO M294. TYPE S. BELL JOINTS FOR 4"-10' PIPE SHALL BE PUSH -ON SLEEVE . BELL JOINTS FOR 12"-36' PIPE SHALL BE INTEGRALLY FORMED ON PIPE. GASKETS SHALL BE INSTALLED BY PIPE MANUFACTURER AND SHALL C:CM,HPLY WIITH ASTM D1056. GRAD£ 2A2. FITTINGS SHALL COMPLY WITH AASHTO M294. 5. ALL PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC. FILTER FABRIC SHALL. BE IN ACCORDANCE WITH FDOT INDEX NO. 199. TYPE D-3. A.O.S. 70-100. INSTALL IN ACCORDANCE WITH FDOT INDEX NO. 280. PROVIDE MINIMUM 12' OVERLAP. 6. INSTALL POLYETHYLENE PIPE IN ACCORDANCE WITH ASTM D2321. BACKFILL AND COMPACT EVENLY ON EACH SIDE TO PREVENT DISPLACEMENT. 7. ALL STORM PIPE SHALL BE SUBJECTIED TO LEAKAGE TESTING. WHEN THE GRODUND WATER LEVEL IS ABOVE THE TOP OF THE PIPE, AN INFILTRATION TEST SHALL BE PERFO RMED BY SEALING OFF A LENGTH ODF PIPE AND MEASURRING THE DEPTH OF FLOW OVER A MEASURING WWEIR. OR BY PUMPING THE INFILTRATED WATER INTO CONTAINERS FOR MEASUREMENT. TESTS MALL BE CONDUCTED FOR A MINIMUM OF FOUR HOIURS. INFILTRATION LEAKAGE SHALL NOT EXCEED 150 GALLONS PER 24 HOURS, PER INCH DIAMETER, PER MILE OF' PIPE. WHEN THE GROXUND WATER LEVEL IS BELOW THE TOP OF THE PIPE, THE PIPE SHALL BE TESTED FOR LEAKAGE BY EXFILTTRATIONN. iEXFTLTRATTOTN LEAKAGE TEST SHALL CONSIST OF ISOLATING THE PARTICULAR SECTION, FIWNG WITH WATER TO A POINT 4 FEET ABOVE THE T'OP OF THE PIPE AT THE UPPER MANHOE OR INLET, AND ALLOWING IT TO STAND NOT LESS THAN FOXUR HOURS. THE SECTION SHALL THEN SE REFILLED WITH WATER UP TO THE ORIGINAL LEVEL AND AFTER TWR°O HOXURS THE DROP IN WATER SURFACE SHALL BE MEASURED. THE COMPUTED LEAKAGE SHALL NOT EXCEED 150 GALLONS PER INCH DIAMETER, PER 24 HOURS, PER MILE OF PIPE. & AS -BUILT INFORMATION SHALL INCLUDE, BUT NOT BE LIMITED TO PIPELINE AND CLEANOUT INVERTS. PAVNNNG. sinEWALNKS. A.ND GUJRRING 1. MATERIALS AND CONdSTRUCTION MEhHODDS FOR THE ROADWAY AND PAVING CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 2. ROADWAY PAVING, BAST:, AND SUBGRADE THICKNESSES SHALL BE IN ACCORDANCE WITH DETAILS & DESIGN SPECIFICATIONS ON THESE DRAWINGS. 3. SIDEWALKS ARE TO BE CONSTRUCTED iN TH AREA SH WIN bN THE _ . �� CONSTRUCTI PLANS. ,N tpTj NTS SHALL BE EITHER TOOLED OR SAW CUT AT A DISTANCE ODF iO'. HANDICAPPED RAMPS SHALL BE PROVIDED AT ALL iNTTERSECTIONS AND SHALL BE IN ACCORDANCE NTH THE FLOIRIDA ACCESSIBILITY CODE FOR BUILDING CODNSTRUCTION. LATEST EDITION. P ALL CURBS SHALL HAVE SAW CUT 1iFACTGR3KN OiNTS AND SHA BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 10'-0" ON tENTiTR CONSTRUCTION ODF txURBs SHALL BE IN tXNNFtMRMANCE NTH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CODNSTRUCTION (LATEST EDITION) SECTION 520 AND DETAILS PROVIDED ODN TTHE CONSTRUCTION PLANS. 5. AS -BUILT INFORMATION SHALL OOiNTAIN AT A MINIMUM, BUT NOT BE LIMITED TO, PAVEMENT WIDTHS AND ELEVATIONS. PAVEMENT CENTERUNE AND EDGE ODF PAVEMENT ELEVATIONS SHAD. BE MEASURED EVERY 200 FT PLUS AT ALL CHANCES IN SLOPE, INLET LODCATIONS. AND AT ALL DRIVEWAY AND STREET INTERSECTIONS. FOR PARKING LOTS, RECORD CENTERLINE AND EDGE OF PAVEMENT EIEVATIONNS ALONG ALL DRIVE AISLES AND ISLANDS. SGNS ANT? PAVEMENT �RfW� 1. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE 'MANUAL ON UNIFODRM TRAFFIC CONNTROL DEVICES" AND THE FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS. STANDARD INDEX NO. 9535, 11880, 11862. 11865. 173OZ 17346 AND 17349 APPLY. GENERALLY, All MARKINGS SHALL CONFORM TO THE FOLLOOING: 6" EDGE LINES, 6" LANE LINES, 8" SINGLE CENTERUNES, AND 4' DOUBLE UNE PATTERNS, UNLESS OTHERWISE NOTED ON THE PLANS. 2. ALL PAVEMENT MARKINGS WITHIN R� & ENTRANCE DRIVE SHALL BE THERMOPLASTIC WITH RAISED PAVEMENT MARKERS (TTYYPE 911 -- 4' x 4'). RAISED PAVEMENT MARKiERS ARE TO BE INSTALLED IN ACCORDANCE NTH THESE PUWS AND FOOT INDEX NO. 17352. 3. PARKING STALL PAVEMENT MARKINGS SHALL BE PAINTED. PAINT SHALL MEET THE REQUIREMENTS OF FOOT SPECIFICATION SECTiOMN 971, NOON -REFLECTIVE WDHITE TRAFT�IC PAINT. 4. ALL ROADWAY TRAFFIC SIGNS SHALL BE MANUFACTURIED USING HIGH INTENSITY RETROREFLECTIVE MATERIALS. THE BACK OF ALL FINISHED PANELS SHALL BE STNCILiD WITH THE DATE ODF FAiRICATION, THE FABRICATOR'S INITIALS, AND THE NAME OF THE SHEETING IN THREE-INCH LETTERS. 5. INTERNAL SITE TRAFFIC SIGNS ARE NOT REQUIRED TD BE RETRORLFLECTIVE EXCEPT FOR STOUP SIGNS. S. THE CONTRACTOR SHAM. VERIFY THE REQUIRED LENGTH OF THE SIGN COLUMN SUPPORTS IN THE FIELD PRIOR TO FABRICATION. 7. ALL PAVEMENT MARKINGS REQUIRE LAYOUT APPROVAL IN THE FIELD BY THE ENGINEER PRIOAR TO INSTALLATIODN. 8. PRiODR TO FINAL PAVEMENT MARKING INSTALLATIONN. A TWO WIEEK CURE TIME OF THE ASPHALT IS REQUIRED. ,'�`CREET Liffim STREET LIGHT'S WTHIN AMERICANA BLVD. SHALL COMPLY TO THE FOLOVING: 1. ALL (LUMINARIES SHALL BE HIGH PRESSURE SOXDIUM VAPODR. CLOSED BOTTOM, PHOTO ELECTRIC CONTROLLED, BALLAST IN HEAD. ONE (1) 20 AMP FUSE, 7OW/5600 OR 1DOW/9500 LUMENS 2. LUMINARIES IN RESIDENTIAL AREAS SHALL BE CONNECTED AND SUPPLIED TO PROVIDE 70W/5600 LUMEN SERVILE 3. ACC EPTA13LE TYPES ARE G.E. C728-N-637 70WN. 58M LUMEN G.E. C728-N-604 1OXDWW. 9500 LUMEN LAMPS- HPSV CODE: G.E. W70 ODR G.E. W IGO PHOTO ELECTRIC CELLS- FISHER-PNIERC E p662 OR AMER-E-EC #8060 4. POLES-30' C NNCRETE. & & ARMS - ALUMINUM SODUTHIERN UGHTING MFG. OLD. # 2AWC-6 OR AN APPROVED EQUAL THE LENGTH SHALL BE LODNG ENOUGH SO AS TO PLACE THE LAMP TWO (2) FEET FROMM THE EDGE OF PAVEMENT INTO THE ROADWAY. 6. STREET LIGHT STANDARD- STREET LIGHTS SHALL CONFORM TO SPECIFICATIONS ILLUSTRATED ON FIGURE N-5 .. 7_ MINIMUM *DISTANCE`FROM THE FACE OF THE POLE TO THE EDGE OF ROAD WAY OR FACE OF CURB SMALL BE FOUR (4) FEET MAXIMUM DISTANCE SiHALL LIE ESTABLISHED BY THE PUBLIC WORKS DIRECTOR 1-' 1 F ` s .• .,_ �ii� p.i .. q': • a • �" < �� ��; si� I�M!DnHO, ; w • • • .► ,v ` S , s: >ts i ;`; . 44 * °. cn o 0 C7 ,4- CID III N Z P) g Ci 0 LL1 --i W .. U m J < o (!) i� >> z _� LEASE PARCEL DETAIL NOT TO SCALE• I / ACCESS /,/ LEASE PARCc2 -� i 16 - PAC-, 0903 1 I i I CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD BEARING C1 150.00 882637' 231.54 209.23 S 4679 45' W 62 5614.65 17149' 117.31 117.30 N 2171'40" E C3 5614.65 275'31" 221.32 221.30 N 23135'20" E C4 5614.65 132'37' 151.27 151.26 N 24 59 24" E C5 224.98 13:25'04" 52.69 52.57 S 83•49 40' E C6 250.00 3273'57' 1141.37 l39.49 S 8535'11" E C7 1224.9.9 1174 57" 44.17 44.10 S B350'19' W C8 224.98 24'40'01" 96.86 A96.11 N 8927'09' BOUNDARY LINE TABLE LINE BEARING DISTANCE Lit S 4534 22" W 57.56 L2 S 16 5747" W 55.03 L3 S 0251'12' E 71.73 L4 S 30'4322' E 53.19 L5 S 42 44 07' E 85.05 L6 S 2600'47' E 85.09 L7 S 030124' E 72.49 L6 S 0145 55' E 119.22 L9 S 004639" W 97.73 L 10 S 24 0D'38" W 20.34 L111 S 4673'15' E 48.59 L121 S 3206'46' E 56.29 03 S 407232- E 50.35 EASEMENT LiNE TABLE LINE LENGTH BEARING L20 30.09 S 875i 50" W L21 26.77 S 027727" W L22 156.14 S 35 36 29' E L23 68.48 S 4535'39" W L24 71.79 S 1659104" W L25 88.22 S 02.49'55' E L26 66.98 S 30'42'05" E L27 B3.42 S 42 42'50" E L28 71.42 S 25'59'31 " E L29 64.24 S 03 00'07' E L30 11770 S 01'4439" E L31 117.68 S 00 4756" W L32 106.60 S 3204 41' E L33 27.26 S 03 52 O8' E L34 150.14 S 353629' E L35 75.31 S 4535'39" W L36 35.34 N 0277`27" E L37 21.57 5 03 52'08" E A'FG sr ry CO ;moo ,,. c ryry�`• w�`v� �p� i �c N •q rrh, ma/p t- 4'� p2� h w 2B 4 'e" IRLW ROD _ ROD � S 09t10?3' W, aso, Nlly SN0 055 0.51' a `'U . CS C5 Q .� Or�Y C6 C7 y c Fij77U N 314132' w 4 n� 2&25' o N. IV �y y\ F ?73'°D NET/or�s� -9 Ni ro• e ry ry'� EAS4VW OVER 12 PAtakNG cr 7+'f 'se Fq,��•�q_t' PER 08. 168% PA 645 0852 DACES �Y j� 1 N� o��o�^ r S ° A 40 4V C&�44 24% THIS PARCEL IS DESCRIBED IN SEVERAL DOCUMENTS & SURVEYS h'�• DEPICTED GN PREVIOUS BY OTHERS, BUT NO 1NFORMARON THIS WAS FOUND DECLARING PROPERTY AS AN EASETAEN7 OF Itr ANY KIND \ ry REC 4 x4" CM. S LINE OF A 20000' of SW 7 N IY 9 N 0 T P L A T T E D a my R°pr Hr Or ERs,yZIP POINT OF CO"ENCEJAND 1 EAST 114 CORNER OF SECTION 11-20 .' •� NW CORNER OF SE 1/4 OF SECROV f SET 6' ROUND CONCR$7E MONUM '!_B STAbtPEb: 5777114 COR" PER CCR (001ECOVERED 5/8IRA"! ROD RH 2f NOT MATCH ABOVE CCR, CONTACTED NSURVFMG SERNCES (SET ROD M61MHEYCONF/RUED THAT POINT HAD BEEN DI (N 6675'18' W, R3,Sf SECTION 11-20-30 1 SECTION 12--20-30 z � 4 II N to ! W Q b 0. N O T P L A T T E D GRAPHIC SCALE 100 Q 50 1Q0 200 '6 " h V J7 dam' FENCE O O� gqL9ryC �GuJE 11ES Q) feeyss s 02*1626' W , ?�q \ r 1+ M1 i � 1 NOT P L A T T E D 1193.1 - N 0276.26• E 4a42' rn co n N IN FEET } = 1 inch 100 ft. RECOVEREp f 1/2' IRON PIPE (NO NUMBER) i 154" & a 14' OINT OF BEGINNING RCEL J RED 5/8' IRON ROD 56" 22J" W0.38-OT ri, P L A T T E D r q � 2 o � 1 D, ti POINT OF BEGINNING AMERICANA BOULEVARD REC 4'x4' C.M. 'f8 220' REC. 1' IRON PIPE 7.6 6226" a2a' ey aF LINE o hi� POINT OF BEGINNING '18 PARCEL 1: SET 112' IRON ROD 5777' REC 1' IRON PIPE 'La 6226' S 1032'12' W, 1.55' yy 9t POINT OF BEGINNING y PARCEL 2 SET 1/2' IRON ROD 7.B 57T!' REC 1 " IRGN PIPE '7 B 6226' N 35:t7'45' W, 042' , 0c+ FLAGGED 16ET1.AND LINE DEPICTED ON SURVEY BY ASM W a (ste DE'SOwPTIGN) +L4 .�7 s ss•'1'l• � � ?p � '�' VACANT , a, ?. � 7y+ ry � �' .�'�• � � �y65t to $ QF.�-(0 0 = N 6621,11, W 1NO 27, ao' � o� �ac1�F N 1� b0 g1 6 t 1 �5v"�j�98 PARCEL 1, vet} 3 PAS KIMCO PARCEL 18.934.E AC, \ P 3G.o• �m Lu ?BSA. '�' � f ... � � r t•._ a' A I r V t DUE TO PROPERTY LINES OCCUPYING y }roq Q PROPOSED IMPROVEMENTS SOME 4' J PROPERTY CORNERS WILL NOT 110 BE SET. (WTHIN EA7S77NG BUILDINGS) N 03 (ND NUMBER) N 897627' W 157.8s'/4 a� sE I/4 of SEC17CM 11-20-3o w o PARCEL 2, 2 o�'HUN77NGTON PARCEL ONE STORY t, 'c`Y J.520t AC RESTART f%i O / `\ \ 6y�'°0' .!`I�ry• jjAfL�t'S,S SSG - �� DEPICTED ON SURI BY ASW to ` @' SO[7R SyO I cp (SEE DESCRIPTION) N 6671'11' W 36$�F e I` \ _ rb 5 23:3849" W r8 O0 aE STORY 0 \ QO / \ 3 484' N 6621'11' W �! SHERhIN-IRLLlAMS � i �� SHEET c7. 7741S SURVEY CONSISTS OF 5 SHEETS & IS, ONLY VALiD IN I7S ENTIRETY .5URJECT PARCEL LEGAL DESCRIPTION: PARCEL 1 (KIMCO PARCEL): A parcel of land lying in the SE 1/4 of Section 11, Township 20 south, Range 30 east, Seminole County, Florida, being described as follows: Commencing at the NE corner of the aforesaid SE 1/4 of Section 11 as referenced on certified corner record number 0018735, of the records of the Florida Department of Natural Resources, Bureau of Surveying and Mapping, run S 02'1625" W along the easterly line of the said SE 1/4 of Section 11, 799.84 feet to the southerly right of way line of AMERICANA BOULEVARD and the POINT OF BEGINNING,• thence S 02"16 26" W along said westerly line, 1182.81 feet to the SE corner of the north 1/2 of the SE 1/4 of the aforesaid SE 1/4 of Section 11; thence N 89'16'57" W along the south line of the said north 1/2, 504.69 feet; thence N 2338'49" E, 238.54 feet, thence N 6621'11" W, 43.00 feet, thence N 233849" E, 28.00 feet; thence N 6621'11" W 55.33;• thence N 63'41'47" W, 47.05 feet; thence N 66201" W, 1800 feet; thence S 2338'49" W, 40.84 feet; thence N 6621'11" W, 348.24 feet; thence N 233849" E, 136.00 feet; thence N 6621'11" W, 285.00 feet, thence N 2338'49" E, 147.25 feet; thence N 6621'11 " W 27.00 feet; thence N 2338'49" E, 167175 400 feet; thence S 6621'11" E, 312.00 feet; thence N 233849" E, 81.50 feet,thence S 6621,11". E, 116.41 feet, thence N 2338'49" E, 96.00 feet; thence S 6621'11" E, 220.84 feet; thence N 4722'32" E, 92.04 feet; thence N 233849' E, 174.33 feet; thence N 6621'11" W, 285.38 feet, thence N 233849" E, 741.86 feet to the aforesaid southerly right of way line of AMERICANA BOULEVARD; thence S 7131'07" E along aforesaid southerly right of way line, 458.28 feet to the POINT OF BEGINNING, Containing 18.934 acres more or less. PARCEL 2 (HUNTINGTON PARCEL). TOGETHER WITH: A parcel of land lying in the SW 1/4 of Section 12, Township 20 south, Range 30 east, Seminole' County, Florida, being described as follows. Commencing at the NW corner of the aforesaid SW 114 of Section 12 as referenced on certified corner record number 0018735, of the records of the Florida Department of Natural Resources, Bureau of Surveying and Mapping, run S 02"1626" W along the westerly line of the said SW 1/4 of Section 12, 820.74 feet to the POINT OF BEGINNING; Thence S 3537'45" E, 200.83 feet to a flagged "wetlonds" line as depicted on a survey by American Surveying & Mapping, Inc. drawing reference #19402RH3, dated don. 27, 1999, thence along said line the following 13 courses and distances: S 453422" W, 57.56 feet; thence S 165747" W 55.03 feet, thence S 0251'12" E, 71.73 feet; thence S 3043'22" E, 53.19 feet, thence S 4244'07" E, 85.05 feet; thence S 260047" E, 85.09 feet; thence S 03 01'24" E, 72.49 feet; thence S 014556" E, 119.22 feet; thence S 0046 39" W, 97.73 feet, thence S 24'00'38" W 20.J4 feet, thence S 4673'15" E, 48.59 feet, thence S 320646" E, 56.29 feet; thence S 40'12'32" E, 50.35 feet, thence N 8976'57" W departing aforesaid flagged line, 172.23 feet to the paint of Curvature of a curve concave southeasterly having a radius of 150.00 feet, thence through a central angle of 882637" run along the arc of said curve 231.54 feet to a point of cusp lying on the aforesaid westerly line of the SW 1/4 of Section 12,' thence N 0276'26" E, 1082.81 feet to the POINT OF BEGINNING Containing 3.520 acres more or less. PARCEL 3 (SMITH PARCEL): TOGETHER KITH, That part of the southeast 1/4 of Section 11, Township 20 south, Range 30 east, Seminole County, Florida, described as follows: Commencing at the east 1/4 corner of said Section 11, Township 20 south, Range 30 east, run S 0276'.26" W along the east line of the sold southeast 1/4 of Section 11, 483 38 feet to the POINT OF BEGINNING; thence continue S 027626" W along said line, 233.15 feet to the north Right -of -Way line of Americana Boulevard; thence N 7131'07" W along said north Right -of -Way line, 438.44 feet, thence N 2547'17" E, 225.45 feet; thence S 7133'42" E, 344.69 feet to the POINT OF BEGINNING, Containing 2.011 acres more or less. Total Site Containing 24.465 acres more or less. AXERICANA BOULEVARD LEGAL DESCRIPTION. A parcel of land lying in the SE 114 of section 11, Township 20 south, Range 30 east, Seminole County, Florida, being described as follows. Commencing at the east 1/4 corner of said Section 12 as referenced on certified corner record number 0018735, of the records of the Florida Department of Natural Resources, Bureau of Surveying and Mapping, run S 027626" W along the easterly line of the said SE 1/4 of Section 11, 716.53 feet to a 4"x4" concrete monument & disk stamped 18 220" said point being the POINT OF BEGINNING, • thence continue S 027626" W along said easterly line, 83.31 feet, thence N 7131'07" W, 892.59 feet to a point of non -tangency of a curve concave southerly having a radius of 224.98 feet, said curve being the easterly extension of the northerly curve of those lands described in Official Records Book 2196, page 0956 of the Public Records of Seminole County, Florida; thence along said northerly curve and it's easterly extension though a central angle of 24 40'01 " run westerly 96.86 feet along the arc of said curve, having a chord of 96.11 feet which bears N 8927'09" W to a point of reverse curvature of a curve concave northerly having a radius of 250.00 feet, thence continuing along said northerly curve through a central angle of 322357" run westerly 141.37 feet along the arc of said curve to a point of non-tongency on the southeasterly right of way line of U.S. Highway 17 & 92, as shown on Florida Department of Transportation Right of Way map for State Road 15 & 600, section #7701-203 (-113), thence N 25 45 42" E along said southeasterly line 144.67 feet to a 4 x4" concrete monument & disk stamped "LB 220", thence S 7131'07" E, 1077.76 feet to the POINT OF BEGINNING, Containing 2193 acres more or less. SEE SHEET 5 OF 5 FOR� A L.IS77NG OF ENCUMBRANCES & SURVEYOR'S NOTATIONS ,.S'URV�''�'0gL ,tS' CTR.�IFICATE TO WAL-MART STORES, INC., A TTORNEY'S TITLE INSURANCE FUND, INC. & MARGARET A. BOWLES, P.A.: This is to Certify that this map or plat and the survey on Which it is based Were made (i) in accordance With the "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Survey," faintly established and adopted by ALTA, ACSM and NSPS in 1997, and includes Items 1, 3, 4, 5, 8, 9, 10, 11, 14, 15, 16 of Table A thereof, and (ii) pursuant to the Accuracy Standards (as adopted by ALTA and ACSM and in effect on the date of this certification) of an Urban Survey. A(NT STO4E / T. ;. 10 c purns 6122100 , ¢a ��\ ma y/4� Sod' C t, � Ss 43# -E� DD' �� Licensed Surveyor & Mapper 4702date TO ES t CtK$ ;sag PAL£ 1042 � p Qy �a N 6.341'47' W ��` S - - - -- , _S_URVE'Y0R S REPORT 3 A4 4705' 1) Based on the National Flood Insurance Program "FIRM' Map Community Panel Number 120234 0045 E Dated 4/11j95 the above described Property is located in Zane `X' --z4' Wry N 667171' W 2.00• �`' \ Areas determined to be outside the 500 year flood plain. The Wetlands line shown hereon roughly c proximate neighboring zone "A boundary.' g� 1Pro y�1 ° \ 43.00' I \ r N 897657' W 172.RX 2) Bearings are based on: The Eosteriy line of the SE 1/4 of section 11-20-30, as being S 02'16'26PW. per description. A, \ 3) Vertical Datum is based on: Seminole Count Benchmark I1 2606001 h ' rrw c a 6@ U 2.X E7y-. SW CORNER OF N 1/2 OF SE 114 OF SE 114 OF SECTION 1t-20-30 l f ) 9 Y as among an elevation of 48.463 (NGVO 1929 datum). I+ jj 5 The Surveyor has not abstracted the lands shown hereon for easements and/or rights of way of record. Nil ) No underground installations, foundation footings, or improvements have been located except as noted. 3 6 There m❑ be additional restrictions that are not recorded on this survey that may be found in the public records of this county. (� 7) There is no evidence on the ground of use of the property which might suggest a possble claim of easement other than those shown on the .survey. 8) This Survey was prepared for the Identities named hereon and is 'nontransferable'. f 9) Improvements within their specific easements have not been located as a part of this survey. 10) Legal description shown hereon have been written by this survey based on of the following information as follows- - n oaf Tltle Commitments CF-0206026, CF-0205025 & CF-0206024 as prepared by Attorneys' Title Insurance Commitment, Inc. 1 '19' oy 0 ?"r 1 - Right of way map for Lake Mary Boulevard Phase 3, as provided by County of Seminole Engineering Department, Right of Way Engineering Section. PONT OF i I - Right of Way map for U.S. Highway 17 & 92, per F.D.O.T. map for State Road 15 & 600. section 7701-203 (-113). p - Surveysb Doudne Surveyors, ) Project / / I #546-85-05, dated 11/28/89. F SEE FOLLOWINO SHEETS FOR IMPROVEMENTS CROSS= PROPERTY LINES I N 1/y pF SE 1/4 - Survey by American Surveying & Mapping, inc. (ASM) drawing reference #19402RW3, dated 01/27/99. Y Y yore, Inc.Ina. LB 220 : Pro' ct 1057, dated 11 26 84; Project ;F CORNER OF z n -- Survey & Legal Descriptions by Atlantic Gulf Surveying Co. Inc., project ,J99S1060, dated 08/08/99. Or 5E i/4 (� SECTION t t^20-.30 � I 11��--------- "�� . t°N 4 11) Underground Watermains are as scaled from an As -Built survey as provided by client (surveyors name, company & date of survey unknown). e ' VS- Please note that when scaling across calculated diagonal dimensions there is as much as 80' of error in some places. ' N 8976'S7" W 821.75' 12) Buildings shown hereon are based on the attached photogrometric map (t0.15') and have not been surveyed to Arahiteetural accuracies. E / N 8976'S7 w 504;69' 1 C7 13) Due to dients intention to utRize this surrey in it's digital formot there may be non-eicrooching improvements which are not labeled hereon but t can be determined ih h t'f CAD I I 1 N 8976'S7' ey 1326.44' S LINE OF N. 1/2 OF SE 1/4 CF SE f/4 OF SECTION 1r-20 30 Nyy RIGHT O` WAY LINE }pe -to en n es aye norm �rTiAR� 14) Encumbrances in the above referenced title reports (CF-...) have either been depicted, cannot be depicted (blanket easements or agreements), or • do Z I T A rft HARy Y BO Ul,,Ly YYf3 not effect the subject property. a RICH Y LINE I �i n r1 MAP FOR CEF7TIFICATION: Jo RCUHD PROPERTY pER SEAINOLE COUNTY R/HN I hereby certify that the survey represented on this map was mode under my direction on the date shown based on the information furnished to me as noted L5'iE "i LAKE AARY 6aULE'VARD PHASE 3 (CHECKED 12�95) and conforms to the MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING AND MAPPING IN THE STATE OF FLORIDA in accordance with CH.61G17-6. Florida Administrative Code. NOT P L A T T E D ____.. LEGEND C. =SET AIL CONCRETE MONUMENT »LB 5777" OR NAIL &DISK "LB 5777" ILS LAND F TITLESURVEY RIGHT OF WAY -��BOUNDARY JA �� roc TOPOGRAPHIC SUR I/EY F.D.O. T. = FLORIDA DEPARTMENT OF TRANSPORTATION CERTIFIED TO: i ELEV = FINISHED FLOOR ELEVA770N SURVEYING & MAPPI\G CORP, 350 S. Cen rGt Ave.,2,ecto, o, �g r � ® �*- -p- �j�"' WAL�'IYIAR I STORES,INC.F 1f� P / I CCR P.O. Rcx 52i3SP: =3sedc 3 s2762 3 62 Voice 7 KOMCO DEVEL OPMEN T / Q - CERTIFIED CORNER RECORD 36 _.,8' Fax 3E07; 305- 838 rt. !` R l E. 8f� ��� q pE--p- - ®1A7L�� P.A.P sE CORNER OF SECTION t r-20- i - - - = BUILDING OVERHANG Lfcersea Business `to. 5777 , / Jib l V A TTORNEYS" T1 TLE INSURANCE FUND,,:. INC, sW CORNIER cr sEclrDrr rz-zD-ao . 3 REC 2' #?ON PIPE (No NUMBER) PER cc2 ,018734 1 ® = WOOD PRIVACY FENCE LAST DATE OF FIELD SURVE 2124100 JOB No• FIELD 8Y: 99031 G' G' / .. . REVI$tD 8/24/00 REVISED SHEET P.PUR") D irns / = CHAIN LINK FENCE Professional Land Surveyor ^loricc Registration No, 4702 "Not valid without the signature and the original raised seal Florida licensed 5CAL E , �. = 100, DRAWN BY: CHECKED EY: d� fa : FORMAT of a surveyor and mapper' a/ C� / 46.7 45.2 x 48.5 x x � 47.7 6 i 414 S ?•�? , � Z:zz '-WWI /` .. �� -�_. _�_ `�`'•. /' •�••� o /`"�.. ,' "'.---=�1 /` CAS` _- .. ,\= \ \,, \ PjA ham_ ' 46.a 4212 667 660 ' 54 658 42.9 4239 o x sa 422a 42.5 x A� x ®48. J Q, MA T+SHLINE SEE SHEET" 3 A A rn!_/r iA7C' ?-r-r' ' r^r fi-'r^r -7 MI PBnz Professional Lard Surveyor Florida Registration No. 4702 "Not valid without the signature and the original raised seal of a Florida Itaensed survevar and --r" no MATCHLINE SEE SHEET::3 _z - \\ 4z3 r \, r .- \ 1 - i; r 7 j 4 !, ,"� _ ` __, \ I x % '�,` /� --' - I i ,: - '; I .;� 58 A8-16 .. I i i� - 4272 .. HV✓... fasi f , , - . r. -. u r \ \/; 7 BB 1 l �� 527 4B B-I20 'I ' r t 1 , . 4304I t 5z3 4X. r : r3,. I ! I �! / . I.. r t I,.: 1 s-2 If' �j �� J `; / i 1 , nnav I '. tvr ,r SBA -14, ��-�779: I 1' J 7 �/ '� 47.. I t �j I . . i 532 ., 1 �' ( ° 7/ r� / , . 52a1 I a 43.1 ; II It..> / f / > ! ' �: s6 > 1 `;. { 6� 531 1 t \ f .ry 4BoB.f 9 :f _�,\ f °. 1 I � ,I •' 509 THERE WAS COIVSTRUC77ON OF UTILITY LINES & A BERM BEING DONE ON THE PARCEL f DEPICTED ON THIS SHEET AT THE 77ME OF FIELD SURVEY, WHICH iS NOT INCLUDED IN 4x3 ' _ ` ' I '' THIS SURVEY. THE COND177ONS SHOWN HEREON ARE A :- o, 43.5 :c Ui 4 s S OF 77-1E DATED OF AERIAL s c s PHOTOGRAPH (6/04/99). I �7 r ! t v '. 1 <d ' ( � ' S05 .5 1., r' 504 i - 1 SB I ' - f� I I it `\ 3 4 \\V�'. 43.4p . I I. \ \� r• ' \ 1 i I l . 409 2 I I o I �� . r I ! 4oa • I L y �-r� \- � C7 1c: \,n I i ; \ \ n' I 1 '�I J: I, i :�' 1 \ \ e ks-n a cuea ` \\ 7 \ \ �p v 4�55 1 l ,,\ ,T \J+40.7\ `0� "� 1 , ' airy 13 r 1 - \ sB cr Zr , �\ . 46.51 { �\ �. . 1 474 o \ ''\ \ , [ it yam,` i a9s \ 1 .1 \ i `. �^ v! \, ( _ r• \._ 1 '� i 1 �'. se\ 1 �� ^ �'` i �a..cT-so S2 45.93 1 4 �� { ' _~ 0r 1,q�6 Gry, I I i � ; ! Q r j 45671 , 4 i ` t 4z� I s X f'-I 44 `( I ( ( • 424 t ' - . 1 1 I t,?--, 1 s i ; << '� • % SB { i 11� 7 - ®�B Gr 16 I '% ' 47 4564 l I I t' + ,j, I .. J✓ �'-� i 1 1 1 i I 43f 430 t -; f . SB -- ) ' 4 I I , J I j I I a +� 0.K6.5 I 11 it . I I `. 45 I '1 i", \ i ti.JB cT-15 3981, t j ��' i . I 46.43 ii.� i }` ,\ i I l ; aJ!'yj,4 i i i 'ram'' ® \ f ,%' I 1 4 } , 4 \ \ , 43tl j : i I , 4� se �t r-14 \{/ I s I 1 ! ,\ 46.06\ 56 \\ ; •- ' 437 , ,\ \ '` I . J 7 \ se cr-7 \ \ i , ` 45.57 \ J i 4j36 y ! \ I •T f i 4 I I I i /\� \ i I \ l I i 490; 439 1.I 1 ), .t , ,�, 4c �� \ i ` I \ : \ `, i, 38� I r f'� i I K ; f i .. \ T � ; j 1 i ; \ \ �\ i 4B5 485 I ' I SB \ \`\ ` �`r\ ., ' 93 •'48 484 I i' I i- � 47.2,4� .\ \ {'\ \ \ \ 1 687 i 479 �+� 474 i , I 46'2 \ / '� 77 .?g�J / \ \\\ \\�\\ d o � .55 \ V' AV �- \ v \ ( �� r S CT 10 / `J� �� .-Jr.,16P. 2 7• 4 .17�--1 464 '1--� t \ i s L _ /\ . \ i 46s .,, 4f.Be 1 ^^ 1 I f,• , -- 1 I 58 �T-s 4 SB®46.42 i 1 \ \ 4 .2 •TSB GT-,7 1 ' 47.14 � / i'� 1 l v B \ 1 \ i �e111"&, \ \ ` d6.Dh� i\ i`•• \ \ i se C��j ?cr_4l \ '�1�y _ / Gr 4 46.01 \ \ \ 4ti9 `Y v�J 47. 90 \ \ - . SB V \ ,•\ \,\\ \\ • ? ; '`. SB�se cr-z•• \ \a \ M 46s \ 46.42 \\ _ /��7 ` .\\ I SB Gr-3 , ,'T SB GT_I ' \ \� "U \ \' 1 azst �s\4s.7a \ �_` _ �\ \ �- ((S'BA� \ .._� _ a .� \ \V AA� / ` 4 3\\ \t \ \�\ },,--+��_; `�, L'�'� :.___ / �- , % __ __ _ �-- �.._ -_ ( 1_ _ Y- --- T - - - - - - - - - -- - -� �- \ 44• o - -_ �. _ - ____--_--- _ _ .__. _ _ _ - ,�- -� - -- �� �.v �-' -��_ - _ `- - -- r_ __ - 42.75 `\ _ f9' C.X_ /I INV. "(42 - ��``�'-`��. -"�. / ,` ---------- - . . i .�-- - - STORM SEWER CURB INLETS INLET TOP INVERTS 45.99 N. = 42.34 5 = 42,29 45.99 N. = 42.04 S = 42.09 r1 49.59 CANNOT OPEN STORM SEWER .GRA TE INLETS INLET GRATE INVERTS o 47. 85 E = 44, 65 W. = 44.60 ® 48.63 E. = 46.59 e 48.12 N. = 44.74 S = 44.87 e 46.45 E. = 42.88 S. = 42.98 d 46.24 N. = 43.18 Z 46.60 W. = 43.97 e 46.67 W = 44.13 10 4753 N. = 46.04 S. = 44.55 11 49.12 N. = 45.54 S. = 45.54 12 49.20 S = 46.09 13 49.41 N. = 45.61 S. = 45.58 14 49.20 S. = 46.00 15 47.53 N. = 44.92 S. = 44.48 16 47.46 S, = 44.49 1-/) �'j 48.18 W. = 46.08 8 48.61 = N. 4 6.2s E. -- 46.21 S. = 46.16 19 48.94 N. = 46.54 5.=46.51 47 86 N. = 45.31 S = 45.36 24 46.27 E, = 43.11 W. = 43.19 25 45.07 E. = 43.22 26 47.68 Al = 44.6 6 5.=44.68 47.42 N. = 44.47 S = 44.44 STORM SEWER MANHOLES INLET TOP INVERTS 22 48.68 W = 42.98 E. _ 40.3 3 23 48.07 S. = 45.10. N. = 45.12 SANI TARY SEWER MANHOLES MANHOLE RIM INVERTS A 48. 46 W. (4) = 45. Ol W. = 44.76 W. = 44.81 B 4980 NW. = 45.80 E. = 45.80 C 49.35 N. = 46.16 SE = 46.15 p 49.45 W. = 44.78 E. = 44.78 G 48:86 W. = 44.01 . E. = 43.99 i 49.10 W. = 43, 05 E. = 43.05 J 48..45 W. = 42.50 E. = 42.50 K 4Z34 W = 41.71 N. = 41.74 M 46.84 W. = 40.76_ SW = 40. 78 S. = 40.76 NE. = 40, 76 N 46.42 S. = 40.38 N, = 40.35 0 46.86 W -- 39.75 S = 39.71 ' N. = 39.84 P 48:44 S. = 38.96 NW. = 38, 79 R 47 67 SE. = 38.16 NW. = 38.06 S• 48.35 SE. = 37.17 W = 3710 NE: = 36, 90 T 48.37 W = 38.24 NW = 38.21 E. = 38.00 � j 48.04 W = 38.76 SE. = 38.76 X 48.72 S. = 39.57 W . = 39.57 E = 39.82 Y SHOWN PER PREWOUS SURVEY PROVIDED BY CLIENT, MANHOLE HAS BEEN PAVED OVER, PER SURVEY iNV -- 40.50 z SHOWN PER PREVIOUS SURVEY PRONGED 8Y CLIENT, MANHOLE iS BURIED UNDER LANDSCAPING, PER SURVEY INV. - 41.46 AA 4Z 14 N. = 42. 09 S. = 42.24 BB 47.89 N. = 43.04 W = 43 09 NOTE. SEE CROSS SEC77ON DETAIL FOR MANHOLES L & Q ALl SANfTARY P!P Es AR E 8 P. V. G UNLESS O THERWISE NOTED. DUE TO DIFFICULTY OF MEASURING SIZE OF PiP£ IN FLO YHNG WATER P P! E SIZES MA Y VARY AS MUCH AS 2 , ESPECIALLY IN DEEPER MANHOLES. COULD N0T OBTAIN LiFE STA77ON INVERTS DUE TO LOCKS TREE DESCRIPTION TABLE TREE DESCRIPTION TREE DESCRIP77ON TREE DESCRIPTION 398 10" PINE TREE 487 8" OAK TREE fi14 10" CEDAR TREE 399 18" PINE TREE 488 13" OAK TREE 615 11 " CEDAR TREE 400 7 OAK TREE 489 12" OAK TREE 616 9 CEDAR TREE 401 6" OAK TREE 490. 12" OAK TREE 617 11 " OAK TREE 402 7" OAK TREE 491 13" OAK TREE 618 11 " OAK TREE 403 6" OAK TREE 503 16" PALM TREE 619 9" OAK TREE 404 24" OAK TREE 504 12" BAY TREE 620 2 8" OAK 7REE 405 16" PALM 7REE 505 12" BAY TREE 621 8" CEDAR 7RE 406 24" OAK TREE 506 11 " BAY TREE 622 9' CEDAR TREE 407 8" BAY TREE 507 9" 8AY TREE 623 11" CEDAR TREE 408 11 ". BAY TREE 508 7" BAY TREE 624 8" OAK TREE 409 8" OAK TREE 509 9" BAY 7REE - 625 9" CEDAR TREE 410. . 9" OAK TREE 510 10" PINE TREE 626 8" OAK TREE 411 9" OAK TREE 521 2 9" OAK 7REE 627 17" PINE TREE 412 10" OAK TREE 522 2 10" CHINABERRY TREE 628 11 " CEDAR TREE 413 15" OAK TREE 523 7" OAK TREE 629 12" OAK TREE 414 . 20" OAK TREE 525 2 11 " CAMPHOR TREE 630 9" OAK 7REE 423 11" OAK TREE 526 12" BAY TREE 631 10" OAK TREE 424 10" BAY TREE' 527 8" BAY TREE 632 9" OAK TREE 425 9" BAY TREE 528 12" BAY 7REE 633 10" OAK TREE 426 1 _" OAK TREE 529 12" OAK TREE 653 16" OAK TREE 427 14" OAK 7REE 530 11 " OAK TREE 659 f9" OAK TREE 428 11 " OAK TREE 531 13" OAK TREE 660 17" OAK 7REE 429 10" OAK TREE 532 16" OAK TREE 661 10" OAK TREE 430 8" BAY TREE 533 12" CHINABERRY TREE 662 10" OAK TREE 431 9" OAK TREE 572 13" PINE TREE 663 10" OAK TREE`• 432 19" OAK TREE 573 14" LEAFED TREE 664 18" PiNE TREE 433 14" OAK TREE 574 13" CEDAR 7REE 665 16'" CEDAR TREE 434 14".OAK TREE 575 14" CEDAR TREE 666 12" CEDAR TREE 4,3'5 13" OAK TREE . 576 10" CEDAR TREE 667 8" OAK TREE 436 15" OAK TREE 577 10" CEDAR TREE 668 10" CHINABERRY TREE 437 9" BAY TREE 578 12" CAMPHOR TREE 672 73" CEDAR TREE 438 8" BAY TREE 579 12" PINE TREE 673 13" CEDAR TREE 439 9" BAY. TREE 580 12" CHINABERRY TREE 674 13" CEDAR TREE 440 11 " BAY TREE 587 9" CEDAR TREE 675 13" CEDAR TREE 44l 15" BAY TREE 582 13" CEDAR TREE 676 20" CEDAR TREE 442 .8" OAK TREE. 583 11" CEDAR TREE 677 2 9" CHINABERRY TREE 443 8" PINE TREE 584 12" CEDAR TREE 678 11 " CHINABERRY TREE 444 10" OAK TREE 585 11 " CEDAR TREE 679 10" CHINABERRY TREE 445 1. OAK TREE 586 15" CEDAR TREE 680 10" CHINABERRY TREE 446 11 " OAK 7REE- 587 .. 2 10" OAK lREE fi8l 9" CHINABERRY TREE 447 JJ 15 PALM TREE 588 „ 11 CHINABERRY TREE 6$2 9 CHINABERRY TREE 462 24" OAK TREE 589 7' CEDAR TREE 683 8" CHINABERRY 7REE 463 9" OAK TREE 590 8" PINE TREE 684 9" CHINABERRY TREE 464 3 8" LEAFED TREE 591 8" CEDAR TREE 685 22" CHINABERRY TREE 465 12 CHINABERRY TREE 592 6 CEDAR TREE 686 JJ 7 CHINABERRY TREE 467 4 8" OAK 7REE 593 8" PINE TREE 687 8" CHINABERRY TREE 468 12" PINE' TREE 594 11 " CEDAR TREE 688 8" CHINABERRY TREE 469 13" PINE TREE 595 19" OAK TREE 689 7" CHINABERRY TREE 470 9" PiNE TREE 596 11 " OAK 7REE 690 14" PINE TREE 471 10" BAY TREE 597 9" CHINABERRY TREE 691 14" OAK TREE 472 � 11" BAY TREE 598 8" CHINABERRY TREE 692 14" CEDAR TREE 473 3 13" BAY TREE 599 16" PINE TREE 693 15" CHINABERRY TREE 474 9" BAY TREE 600 151, PiNE TREE 694 20" CHINABERRY TREE 475 10 BA Y TREE 6a1 17 PINE TREE 695 I! 15 CHINABERRY TREE 476 9" BAY TREE 602 11- CEDAR TREE 696 16" CHINABERRY TREE 477 8" BAY TREE 603 9" CEDAR TREE 697 13" CHINABERRY TREE 478 9" BAY TREE 604 11' CEDAR TREE 693 9" CHINABERRY TREE 479 8" BAY TREE 605 11" CHINABERRY TREE 699 9" CHINABERRY. TREE 480 12" BAY TREE 606 10" CEDAR TREE 700 11 " CHINABERRY TREE 481 8" BAY TREE 607 40" CHINABERRY TREE 701 9" CHINABERRY TREE 482 9" BAY TREE 608 9" CHINABERRY TREE 702 14' PALM TREE 483 12" PINE TREE 609 18" PINE TREE 705 12" CEDAR TREE 484 9 BAY T REE 610 8 CHINABERRY TREE 706 12" CEDAR TREE 485 . 8" BAY TREE 612 16" LEAFED TREE 707 8" CEDAR TREE. 486 9" BAY TREE 613 10' OAK TREE LEGEND COO = CLEAN OUT SD = SANITARY MANHOLE (SEE TABLE) Q = DRAINAGE (STORM) MANHOLE (SEE TABLE) U = MITERED END .SEC77ON x4s'9 = SPOT ELEVA7ION (TYPICAL) �80"\ = CONTOUR LiNE (TYPICAL) `'--- IF LiNE SHOWN, IS ON SIDE OF DOWNWARD SLOPE = CHAIN LINK FENCE = WOOD PRIVACY FENCE ❑ = GUARD RAiL cAs = GAS LINE (FLAGS & PAINT ONLY) --- LG - tJf,= - = ELEC7RIC LiNE (FLAGS & PAINT ONLY) ---- PWL --- Pvc - = WA7ERMA/N PER OTHERS P. V C = POL YWNYL CHLORIDE PIPE C.M.P. = CORRUGA TEED METAL PIPE R.C.P. = REINFORCED CONCRETE PIPE INV = INVERT ELEVATION FF. ELEV. = FINISHED FLOOR ELEVATION sa = SOiL BORING a = MONI TORiNG WELL = BOLLARD -v- = SIGN, ELONGA7ED COMMERCIAL SIGNS . ARE DRAWN WIIN ACTUAL SiZE (SEE PHOTO) . = CONTROL POINT, SiTE BENCHMARK (SEE TABLE) c = GUY WIRE ANCHOR 0EL = ELECTRIC RISER 9 = TRAFFIC POLE � = U77LITY POLE M = ELEC7RIC JUNC77ON BOX --D = GUY WIRE ANCHOR -3 (- = LIGHT POLE � = FIRE HYDRANT a' = WA TER ME7ER " = WA TER VALVE 8 = VALVE (TYPE UNKNOWN) . 0 = GAS VALVE ,MG" = GAS METER I I - .. . . I . ;. . .. . .:.:.......� ..:::', a . e if . `:' � � . e . IHiS SURVEY' CONSISTS: OF 4 SHEETS" &. .... .. ,: !S'.ONtY,VALID,-IN.i l's;::eNr7RE�TK...., e � . .. 4 1 . 0 e GRAPHIC SCALE 60 0 30 60 120 240. . '. ( IN FEET ) . . : i I , 1 inch = 60 ft. .. F NC11UMBR.�1V•C"E . PARCEL 1 (0000 PARCEL): The following are exceptions to the surveyed property per commitment to insure title by Attorneys' Title insurance.Fund, inc., Commitment 4 I Number CF-0206026 File Number 17-99-2081. 1 Surveyor's notation, if any, is indented and in bold face below each exception. 1-5 Standard exce tions to include taxes. p i -Not shown hereon. .. 6. Memorandum of Consent to Negative Pledge and Transfer Restrictions recorded in. O.R. Book 2478, Page 278, Public Records of Seminole: Caun ty, Florldo. -Not able fa depict. , e 7. Cove Hants co d' ' n Ifrons, and restrictions recorded October 10, 1985 in O.R. Book 1677, Page 1680, Public Records of Seminole Coun.fy, Florida, which contain provisions creating easements and/or assessments. -Nof de is ted hereo p n, contains o b/anket easement over the roads, driveways. and__parking area of the entire shopping. center and out- parceis. 8. Covenants, conditions, and restrictions recorded November 22, 1985 in O.R. Book 1689, Page 299 and Consent to Current Clse recorded in O.R. Book 2095, Page 1674, Public Records of Seminole County, Florida, which •contain provisions creating easements and/or assessments. -Not depicted hereon, contains a blanket easement over the roads, driveways and parking area of the entire shopping. center and out parcels 1 9. Road Realignment and Easement Agreement recorded in O.R. Book 7609, Page 1082, Public Records of Seminole County, Florida American Boulevard re described as shown hereon to correct errors between the occupied Right -of -Ways and the described parcels north and south of the bau/evard. -Drainage easements depicted hereon. 10. Easem ent in favor of City of Sanford, Florida, contained in instrument recorded December 11, 1984, in O.R. Book 1599, Page 1394, :: " Public Records of Seminole County, Florida. -American Boulevard re -described as shown hereon to correct errors between the occupied Right -of -Ways and the described parcels::„ north and south of the boulevard. 17. E ase e ! m of f r n a va f ' a f Ctt of o Sa r F! ' o d r�da o conta7ne , din insfr Y ument recorded Apr!l 21, 1987, in D.R. Book 1839, Page 1765, Putihc a Records of Seminole County, Florida. . . i -Oeplcted hereon, but does not affect subject property. 1Z Easements contained in Warranty Deed recorded in O.R.. Book 1689; Page 309 and Clarification of Easemeaf recorded !n O.R Baok 2138 . Page 1899, Public Records of Seminole County, Florida. -De icted p hereon, but does not affect subject property. 13. Non -Exclusive Right for Employee Parking as described in Warranty..Deed recorded O.R. Book 1689,. Page 852, .Public Records of.. , .in Seminole County, Florida. . . .:..I....::;.::. .., ; ...;.,:::: -Depicted hereon, but does not affect subject property. 14. Blanket Assignment of Leases recorded in O.R. Book 1752, Page 947, Public Records of Seminole County, Florida -Leases not depicted , 15. Memorandum of Assignment and Assumption of Leases recorded In. O.R. Book 2095, Page 1699, Public Records of. Seminole County, Florida, Leases not depicted. 16. Memorandum of Lease from Home Properties Inc. to Publix Super Markets Inc., recorded under O.R. Book 1602 Page 167 and Subordination, Non -Disturbance and Estoppel Agreement recorded in. O.R. Book 1779, Page 695, Public Records of Seminole C.ounfy, Florida -Leases and agreement not depicted. 17. Short Form Lease from Home Properties, inc. to Wal-Mart Stores,. Inc.; recorded under O.R. Book 1627 Page 903, Public Records ,of Seminole County, Florida. -Depicted hereon. e 1$. Memorandum of Lease from Home Properties, inc. to L. Luria &Sons, Inc., recorded under D.R. Book 1704, Page 501 and Subardrnativrr Non -Disturbance and Attornment Agreement recorded in O.R, Book 1790, Page 645, Public Records of Seminole County.. Florida.'. -Lease depicted hereon, but does not affect subject property. -Agreement not depicted. 19. Short Farm Lease from Home Properties, Inc. to Eckerd Drugs of Florlda,..ina., recorded under O.R. Book 1754; Page.26, Public Records of Seminole County, Florida. j. -Depicted hereon, but does not affect subject property. , 20 Memorandum of Lease from Kimco Development of Seminole Sanford, Inc. to C/ofhestlme, inc., recorded under Q.R.' Book 2714, Page 361, Public Records of Seminole County, Florida. -Lease not depicted 21• Memorandum of Lease from Kimco Development of Seminole Sanford, Inc. to The Cafo Corporation, recorded: under..O.R Book. 3027, ,, Page 1071, Public Records of Seminole County Florida. -Depicted hereon. but does riot affec# subject property. 22. Memorandum of Lease from Kimco Development of Seminole Sanford, Inc. to The .Coto Corporation, recorded: under .O.R. Book .3027, Page 1066, Public Records of Seminole County, Florida. . -Depicted hereon, but does not affect subject property. . 23. Notice recorded in O.R. Bank 2869, Page 48, Public Recvrds of Semino/e County, Florida. -Notice no# depicted e 24. Any lien or claim of lien for services, labor or materials which may take priority over the estate or interest insured b reason y :: I• .of:ahat.::.'.".:::'- certain Notice of Commencement recorded May 11, 1999, under O.R. Book 3647, Page 1517, of the Public Recvrds of Serrrinale Coun.fy;:.:>,: ::;.`..::; '....:'::•;:. Florida. . -Not depictable. 25. Any lien or claim of lien for services, labor or materials which may take priority. over the estate or' interest insured by reason of that ..' .:. certain Notice of Commencement recorded July 28, 7999, under O.R. Book 3694, Page.879,. of. the Public Records of Seminole County:. Florida. . .... -Not depictable. ... 26. Matters which are shown on the survey of the subject propert re ared b Brown & Associ - f y p p y ales, Inca under Job No. C 101,' and dated? ? ':'.: ' as o August 9, 1989, including but not limited to the following: - , -See face of this updated survey. PARCEL 2 (HUNT7NGTON PARCEL): The following are exceptions to the surveyed property per proposed commitment to insure title by Attorneys' 7<tle Insurance. Fund, Inc, Flle number 17-99-2085. Surveyor's notation, if any, is indented and in bold face below each exception. .. 1-5. Standard exceptions to include taxes. i P -Not shown hereon. 6. Covenants, conditions and restrictions recorded December 11, 1972, in O.R. Book 962, Page 334, Public Records of Seminole County Florida. -Not depicted. Z Road Right -of Way Easement recorded in O.R. Book 975, Page 1404, Public Records of Seminole County, Florida. -Does not affect subject property 8. Ease men ' tm favor o f C' It o f Sa ! r' n ford o r F d cot ' a n acne , in i d nstru y men t reco rded O. R. Book 1170, Page fi19, Public Recatds of . I -l" . o/e County, Fforlda. -Does not affect subject property. 9. Easement in favor of City of Sanford, Florida, contained in instrument recorded O.R. Book 1170, Page 628 and Ordinance: recorded rn: O.R. Book 1673, Page 145, Public Records \ ' of Seminole County, Florida. -Does not affect subject property. 10. Easement in favor of City of Sanford, Rorldo, contained in instrument recorded O.R. Book 1170, Page 641, Public.Records �of Seminole County, Florida. . -Does not affect subject property. 11. Logan Heights Agreement recorded in D.R. Book 3711, Page 1508, Public Records of Seminole County, Florida. -Portions of which cannot be depicted or do not effect subject property (Exhibits A, B, C, D and F). Exhibit E replaced by item 12' 12. Grant of Exclusive City Services Easement recorded in O.R. Book 3715, Page 698, Public Records of Seminole Count Florida. q -Depicted hereon. Y 13. Grant of Easement and Right of Use Agreement recorded in O.R. Book 3731, Page 1110, Public Records of Seminole County,' -.Florida .: -Depicted hereon. 14. Grant of Easement and Right of Use Agreement recorded in O.R. Book 3731, Page 1121, Public Records of Seminole County,:Flor�da" ;: -Does not affect subject property. 15. Grant of Easement and Right of Use Agreement recorded in Q.R. Book 3731, Page 1132, Public Records of Seminole:County, .Florida>: -Does not affect subject property. . PARCEL 3 (SMITH PARCEL). Per Title Search showing ownership and encumbrance by Attorneys' Title Insurance Fund, Inc., Flle Number 17-99 2089 File Number` : ':': I:': `'- :. .and: ............:._...,..,..._ . .: 17-99-2064 there are no encumbrances on the parcel north of Americana Boulevard. ` ' .. . . :... .. '.... ::: BOUNDARY & TOPOGRAPHIC 5UR �/EY. . .. S(IR /EYING &MAPPING CORP. 356 S. Csn ^at Ave., ❑vledc, Ft. 32765 CERTIFIED TO: + ... . : ......,.,.: .. :. ...:...._..:.. ...-. ..'. .:.. ... ..:...... ' Y�`AL'-MAR�`� �G'. e ® P.p. fox. 6 1 92. ❑vleGo, F1, 32762 / / / 7 'L✓Y Pc ix :�p7) 66i�J-1O 8 i'cx <«p7) 365-?838 /pJ/�/(aJ }/y+/�(yI��M[q�C/Jify ((O.^ J�j�j/�jO�r(/J�M(J �N �qj .. IYI/7! { LJr-il AL_ T . -I 6JV 7YLL.:'. : !'1 . `I e S p �s'ness "� s"' A TTORNEYS' TI TLE: INSURANCE ..:; - l7, ll�lC ® IASi DATE OF FIEIp SURV 2/24/00 JOB No, 99D31 FIELp: BY '. ��� �j RE,VISED � a/z4/DD REVISED StdEEr p.i2CRlc4c� �arrrr� Professional Land Su^,eyor Floridc RegistreEion fto. 47U2 'Not valid without the signature and the original raised SCr » , 1 pR4WN BY. CHECKED BY::: :.FORMAT;., . , seal of a Florida licensed surveyor and mapper" -= 6Q .7.2e � � G00�7 . ._....... ...7. .........:.. . t ` ' m D 0 0 cv r, m 0 T F- Q, cn w 0 c CD cn i CD z.: w z H U- i c� 0 i v m. DLMOLUTUGH NOTE 1. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OR THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR MALL NOTIFY THE UTILITY COMPANIES FOR ON -SITE LOCATIONS OF EXISTING UTILITIES. 2. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, SUPERVISION. AND EQUIPMENT REQUIRED FOR THE ORDERLY DEMOLITION AND REMOVAL OF EXISTING STRUCTURES, PAVEMENT AND UTILITIES AS MOWN ON THE DRAWINGS AND DESCRIBED HEREIN. 3. THE CONTRACTOR IS REQUIRED TO FAMILIARIZE HiMSELF WITH THE STRUCTURES TO BE DEMOLISHED. A BRIEF DESCRIPTION OF THE STRUCTURES IS INCLUDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. 4. THE FOLLOWING UST OF STRUCTURES REWIRING DEMOLITION IS INCLUDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. THE DRAWINGS INDICATE THE SCOPE OF DEMOLITION WHERE DEMOLITION IS REQUIRED. A. DEMOLITION AND REMOVAL OF EXISTING OR -SITE & OFF -SITE ASPHALT. CONCRETE, AND CURBING. B. REMOVAL OF EXISTING ON -SITE ABOVEGROUND AND UNDERGROUND UTILITIES, INCLUDING REMOVAL OR PLUGGING OF EXISTING UTILITIES AS SHOWN ON PLANS. 5. PRIOR TO ANY REMOVAL OF ANY UNDERGROUND TANK AND OTHER COMPONENT. CONTRACTOR MUST COMPLETELY DRAIN THE SYSTEMS TO AN APPROVED SANITATION TANK FOR DISPOSAL TO AN APPROVED LOCATION. 6, ALL ON -SITE UNDERGROUND STRUCTURES AND PIPING MUST BE COMPLETELY REMOVED AND OVEREXCAVATED BY A MINIMUM OF 12' BENEATH THE STRUCTURES. CONTRACTOR SHALL USE APPROVED FIRING MATERIAL FOR FIRING THESE AREAS. FILL SHALL BE OF CLEAN, FINE SAND AASHTO CLASS A-3 AND SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8' IN THICKNESS AND COMPACTED TO AT LEAST 98% OR THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557). 7. ALL EXISTING STRUCTURES, PAVEMENTS. SLABS, FOUNDATIONS. STEPS, AND OTHER EXISTING FEATURES INDICATED ON THE DRAWINGS TO BE REMOVED SHALL BE DEMOLISHED AND REMOVED BY THE CONTRACTOR. REMOVE NO STRUCTURE SUBSTANTIALLY AS A WHOLE; DEMOLISH COMPLETELY ON THE PREMISES. & ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GiVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. 9. ELECTRICAL. TELEPHONE. CABLE, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS A NECESSITY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE 10. PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES. EXECUTE THE WORK IN A MANNER TO AVOID HAZARDS TO PERSONS AND PROPERTY AND PREVENT INTERFERENCE WITH THE USE OF AND ACCESS TO ADJACENT BUILDINGS. STREETS AND SIDEWALKS SHALL NOT BE UNNECESSARILY BLOCKED BY DEBRIS AND EQUIPMENT. 11. WET DOWN MASONRY WALLS AND DEBRIS DURING DEMOUTION AND LOADING OPERATIONS TO PREVENT THE SPREAD OF DUST 12. USE A CARBORUNDUM SAW WHENEVER MASONRY OR CONCRETE IS TO BE REMOVED WITHIN EXISTING STRUCTURES. AIR HAMMERS OR OTHER DEVICES WILL BE PERMITTED ON EXTERIOR WORK. 13. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS ENCOUNTERED DURING DEMOLITiON/QOCAVAMON PROCESS, 14. DISPOSAL A. FILL FOR LOWER LEVELS OF DEMOLISHED STRUCTURES MAY INCLUDE CONCRETE OR MASONRY RUBBLE RESULTING FROM DEMOLITION, SUBJECT TO THE E/A'S APPROVAL RUBBLE SHALL NOT EXCEED 12 INCHES IN LONGEST DIMENSION. B. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL., AND DISPOSING IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE. STRUCTURES, UTILITIES, ETC.. SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. C. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE .. RE,$P SlBf F«�,�'NJN E OR 15. PAVEMENT REMOVAL A. WHEN EXISTING PAVEMENT IS TO BE REMOVED, _;bCWT E SURFACE LEAVING A UNIFORM AND STRAIGHT ED MINIMUM DISTURBANCE TO THE REMAINING ADJACENT SURFACING. IF CONSTRUCTION RESULTS IN RAVELING OF THE SAW -CUT SURFACE, RECUT BACK FROM THE RAVELED EDGE PRIOR TO RESTORATION. B. WHERE EXISTING PAVEMENT. CURB, CURB AND GUTTER. SIDEWALK, DRIVEWAY, OR VALLEY GUTTER IS REMOVED FOR THE PURPOSE OF CONSTRUCTING OR REMOVING BOX CULVERTS, PIPE, INLETS, MANHOLES, APPURTENANCES. FACILITIES OR STRUCTURES, SAID PAVEMENT, ETC. SHALL BE REPLACED AND RESTORED IN EQUAL OR BETTER CONDITION THAN THE ORIGINAL CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR, MATERIALS, EQUIPMENT, TOOLS, SUPPLIES. PAINT. AND EQUIPMENT REQUIRED. 18. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 17. 18. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED IN ORDER TO PERFORM THE CONTRACT WORK FOR THIS PROJECT. THE CONTRACTOR SHALL CONDUCT SITE VISITS AND SHALL EXAMINE ALL OF THE INFORMATION WITHIN THESE DOCUMENTS: ALL DISCREPANCIES AND/OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO BID SUBMITTAL. 19. PRIOR TO DEMOLITION OCCURRING. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 20. CONTRACTOR MAY LIMIT SAW -CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REWIRED AS SHOWN ON SHEETS C-5 & C-5A BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, SIDEWALK, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 21. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS. DRIVES, ETC. CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE CONTRACTOR SHALL COORDINATE/PHASE ALL CONSTRUCTION ACTIVITY WITHIN PROXIMITY OF THE BUILDING AND UTILITY INTERRUPTIONS WITH THE STORE MANAGER TO MINIMIZE DISTURBANCE AND INCONVENIENCE TO WAL-MART OPERATION AND THE CUSTOMERS OF WAL-MART. 22. THE CONTRACTOR SHALL COORDINATE WATERMAIN WORK WITH THE FIRE DEPT. AND THE CITY UTILITY DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE WAL-MART STORE AND SITE THROUGH OUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION CONTRACTOR WILL BE RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATR:RMAIN SHUT OFFS WITH THE CITY DURING CONSTRUCTION. J�A B.il1 i . `IkO 2& DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 24. CONTRACTOR MUST COORDINATE WITH WAL-MART CONSTRUCTION MANAGER PRIOR TO ANY CONSTRUCTION TO ESTABLISH CUSTOMER ACCESS AND TRAFFIC FLOW DURING ALL PHASES OF WORK. 25. REFERENCE PHASING/PAVING PLAN SHEET C-7 FOR SEQUENCING. GENERAL SHTE NOTES 1. FOR LEGAL DESCRIPTION, BOUNDARY INFO., AND BENCHMARK INFO., SEE SITE SURVEY SHEETS. 2. PRIOR TO ANY CONSTRUCTION, CONTRACTOR SHALL FIELD STAKE ALL CENTERLINE GEOMETRY TO ENSURE PROPOSED DIMENSIONS FIT EXISTING CONDITIONS. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARISE. 3. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. 4. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE AND PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. 5. CONTRACTOR SHALL REMOVE PAVEMENT & CONCRETE IN ACCORDANCE WITH SPECIFICATIONS OF THE FLORIDA DEPT. OF TRANSPORTATION. 6. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE NTH ARCHITECTURAL BUILDING PLANS AND SPECIFICATIONS. 7. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS, PORCH, RAMP & DOWNSPOUT LOCATIONS. & CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR BUILDING SLAB. GARDEN CENTER SLAB. DOOR STOOPS, TRUCK WELL PAVEMENT, COMPRESSOR PAD. COMPACTOR PADS AND SIDEWALKS ADJACENT TO BUILDING. 9. WHEN LAYING OUT THE PROPOSED BUILDING FOUNDATION, THE CONTRACTOR SHALL USE THE ARCHITECTURAL AND STRUCTURAL PLANS FOR EXACT BUILDING DIMENSIONS. 10. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND 13E CONSTRUCTED TO SAME 11. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING CONSTRUCTION, SUCH AS. BUT NOT LIMITED TO, DRAINAGE, UTILITIES. PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 12. SITEWORK FOR THIS PROJECT SHALL MEET OR EXCEED THE "WALOAART STANDARD SITEWORK SPECIFICATIONS". 13. CONTRACTOR TO REMOVE OR RELOCATE, MEN APPLICAi LF, ALL EXISTING BUILDINGS, FOUNDATIONS, BASEMENTS, CONNECTING IMPROVEMENTS, DRAIN PIPES. SANITARY SEWER PiPES, POWER POLES AND GUY WARES. WATER METERS AND WATER LINES, WELIS, SIDEWALKS, SIGN POLES, UNDERGROUND GAS, SEPTIC TANKS, AND ASPHALT, SHOWN AND NOT SHOWN, WITHIN CONSTRUCTION LIMITS AND WHERE NEEDED, TO ALLOW FOR NEW CONSTRUCTION AS SHOWN. CONTRACTOR SHALL FOLLOW ALL LOCAL, STATE AND FEDERAL REGULATIONS IN DISPOSING OF ALL MATERIALS REMOVED FROM THIS SITE 14. ALL PAINT USED FOR PARKING STRIPING SHALL BE ALKYD PETROLEUM BASED PAINT. TWO COATS OF PAINT TO BE USED. 15. CROSS WALK STRIPING, FIRE LANE STRIPING, HANDICAP SYMBOL, STOP BARS AND SURROUNDING DIAGONAL STRIPING ADJACENT TO HANDICAP PARKING SPACE SHALL BE THERMOPLASTIC. 16. DIMENSIONS AND RADII SHOWN ARE TO FACE OF CURB UNLESS NOTED (BOC) WHICH INDICATES BACK OF CURB. 17. SIGNAGE AND TRAFFIC MARKINGS SHALL BE iN ACCORDANCE WITH F.D.O.T. AND CITY OF SANFORD REQUIREMENTS. 1& PROPOSED ACCESSIBLE PARKING SIGNS TO BE INSTALLED AS REQUIRED. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING SIGNS NEEDED. ALL ACCESSIBLE SIGNS SHALL BE BUILT INSIDE PIPE BOLLARD PER DETAIL LOCATED ON DETAIL SHEET. 19. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PLACING PEDESTRIAN CROSSING SIGNS AS INDICATED ON PLANS. CONTRACTOR TO VERIFY EXACT NUMBER OF SIGNS REWIRED. SEE DETAIL SHEET. 20. CONTRACTOR SHALL LOCATE PROPOSED AISLE/ROW SIGNS AS REQUIRED TO ACCOMMODATE PROPOSED LANDSCAPE ISLAND CONSTRUCTION. 21. PLEASE NOTE, SOME EXISTING ITEMS TO DE REMOVED HAVE BEEN DELETED FROM THE SITE DIMENSION PLAN FOR CLARITY. SEE SURVEY FOR ITEMS DELETED. 22. CONTRACTOR SHALL CONSTRUCT AND INSTALL PROPOSED CART CORRALS PER WAL*MART SPECIFICATIONS. PLACEMENT SHALL BE COORDINATED WITH WAL*MART CONSTRUCTION MANAGER. 23. CONTRACTOR IS TO INSTALL SMOOTH TRANSITIONS BETWEEN CHANGES IN CURB TYPES. 24. CONTRACTOR SHALL TOUCH-UP PAINT ALL EXISTING REMAINING LIGHT POLE BASES, FIRE HYDRANTS, PIPE BOLLARDS, AND CURBS WHICH ARE CURRENTLY PAINTED. COST SHALL BE INCLUDED IN THE BASE BID. 25. ALL SIGNS SHALL HAVE 7'-0" MIN. CLEARANCE FROM FINISH GRADE TO BOTTOM OF LOWEST SIGN MOUNTED ON POST. 26. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES, AND O.S.H.A. STANDARDS. 27. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND ,OF GRASS IS ESTABLISHED. 28. ALL ISLANDS WITH CURB AND GUTTER SHALL BE LANDSCAPED. THOSE ISLANDS ARE TO HAVE 18' CURB AND GUTTER. 29. ALL CURBED RADII ARE TO BE IV AND 3' UNLESS OTHERWISE NOTED. 30. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED. REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 31. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE. SIGNS. TRAFFIC SIGNALS AND POLES, ETC. AS REWIRED. ALL WORK SHALL`BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND. SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 32. SITE BOUNDARY. TOPOGRAPHY. U11UTY AND ROAD INFORMATION TAKEN FROM A SURVEY BY A LAND SURVEYOR. 33. NO WETLANDS WERE PRESENT ON THIS SITE 34. REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTING AND ELECTRICAL PLANS. 35. DUE TO VARIATIONS IN LANDSCAPE ISLAND CONFIGURATIONS. THE ENGINEER SHALL PROVIDE THE CONTRACTOR WITH A DIGITAL COPY OF THE SITE LAYOUT (ACAD R14 FORMAT) FOR HIS USE iN ESTABLISHING A CONSTRUCTION GEOMETRY PLAN. 36. THE PROPOSED LANDSCAPE ISLANDS SHALL BE BORDERED WITH 'SPILL TYPE" OR "STANDARD' CURB AND GUTTER PER DETAILS ON SHEET C-13A. ADJUST GUTTER SLOPE AS REWIRED TO MATCH GRADING INTENT ON PROPOSED ADJACENT PAVEMENT PER SHEET C-8 & C-8A. (SEE TYP. ISLAND DETAIL SHEET C-13A) 11 INC A. ALL MARKINGS ARE TO CONFORM TO THE MOST CURRENT ISSUE OF F.D.O.T STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION ALONG WITH THE MOST CURRENT ISSUE OF FLORIDA'S ROADWAY AND TRAFFIC DESIGN STANDARD HANDBOOKS. B. ALL PAVEMENT STRIPING AND MARKINGS ARE TO BE THERMOPLASTIC WiTH RAISED PAVEMENT MARKERS MERE APPLICABLE AND TO MEET THE F.D.O.T STANDARDS AND SPECIFICATIONS. C. ARROW SPACING TO CONFORM WITH F.D.O.T INDEX NO. 1730. D. TEMPORARY TAPE TO BE INSTALLED PRIOR TO DARKNESS ON DAY OF EXISTING MARKINGS REMOVAL NO CONFLICTING MARKINGS PERMITTED. E. THE SIGNING AND STRIPING DETAILS SHOWN ON THESE PLANS PROVIDE GENERAL GUIDELINES ONLY. THE CONTRACTOR WILL FOLLOW THE 1996 F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS (R.TD.S.) AND 1978 MANUAL` OF UNIFORM TRAFFIC CONTROL DEVICES (M.U.TC.D.) FOR ADDITIONAL DETAILS. F. A 48-HOUR PAVEMENT CURING TIME WILL BE PROVIDED PRIOR TO APPLICATION OF THE PAVEMENT MARKINGS. G. THE PHYSICAL CONSTRUCTION OF ALL SIGNS, ;PAVEMENT MARKINGS, DELINEATORS, ETC.. ARE TO BE IN CONFORMANCE WITH F.D.O.T AND THE CITY OR SANFORD STANDARD SPECIFICATIONS. H. RELOCATION OF EXISTING TRAFFIC CONTROL SIGNS SHALL BE COMPLETED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ACCEPTED STANDARDS. ALL TRAFFIC CONTROL SIGNS REMOVED FROM THIS PROJECT SHALL BE RETURNED IN GOOD CONDITION TO EITHER THE FDOT OR THE CITY OF SANFORD. I. REFLECTIVE PAVEMENT MARKERS WILL DE INSTALLED ACCORDING TO THE 1998 F.D.O.T.R.T.D.S. THE FOLLOWING F.D.O.T. NUMBER IS APPLICABLE: 17352 J. CONTRACTOR IS TT) PROVIDE FLAGMEN. AND OTHER TRAFFIC CONTROL. MEASURES NECESSARY TO PROTECT AND FACILITATE TRAFFIC MOVEMENT DURING CONSTRUCTION. K. THE LOCATIONS OF ALL SIGNS, STRIPING, AND PAVEMENT MARKINGS ARE TO BE DELINEATED BY THE CONTRACTOR BY STAKING AND APPLICATIONS OF A LIGHT COAT OF TEMPORARY PAINT FOR FINAL APPROVAL BY THE PROJECT ENGINEER AND COUNTY MAINTENANCE ENGINEER PRIOR TO FINAL CONSTRUCTION. L EXISTING STRIPING DESIGNATED FOR REMOVALf SHALL BE GROUND OFF IN ACCORDANCE WITH F.D.O.T. REQUIREMENTS AND SPECIFICATIONS, SECTION A711-7. M. TEMPORARY STRIPING SHALL BE USED UNTIL ASPHALT PAVEMENT HAS CURED TO PREVENT OIL BLEED THROUGH OF STRIPING. TF=►�F FTC; CC�NTF►C�)L UC�TE 1. MAINTAIN A MINIMUM OF 2-WAY/0NE LANE TRAFFIC IN THE WORK SITE AREA. 2. INSTALL CONSTRUCTION! SIGNING PRIOR TO COMMENCEMENT OF CONSTRUCTION AND MAINTAIN SIGNING DURING CONSTRUCTION IN ACCORDANCE WITH F.D.O.T., INDEX NO. 604. 3. ACCESS MALL BE CONTINUOUSLY MAINTAINED FOR ALL PROPERTY OWNERS SURROUNDING THE WORK SITE AREA. 4. LIGHTED WARNING DEVICES ARE TO BE OPERATIONAL PRIOR TO DUSK EACH NIGHT DURING CONSTRUCTION. 5. ALL SIGNINCU, PAVEMENT MARKINGS, BARRICADES AND WARNING LIGHTS NECESSARY FOR THE MAINTENANCE OF TRAFFIC SHALL BE iN ACCORDANCE WITH THE FHA LATEST EDITION. WORK ZONE TRAFFIC CONTROL. STANDARDS AND GUIDELINES AND THE F.D.O.T. MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES. 6. THE CONTRACTOR, AT HIS OWN EXPENSE. MAY PREPARE AN ALTERNATE TRAFFIC CONTROL PLAN AND SUBMIT TO THE ENGINEER AND THE FLORIDA DEPT. OF TRANSPORTATION FOR APPROVAL PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. El M A - NMI .... i ��!lql�171:,R 112"Wo -rim 1. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES AND NOTIFYING THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING CONSTRUCTION. 3. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING STORM SEWER STRUCTURES. PIPES AND ALL UTILITIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO. DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURBS, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 5. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. S. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN ACCORDANCE WITH ARCHITECTURAL BUILDING PLANS AND SPECIFICATIONS. 7. EXISTING GRADE CONTOURS ARE SHOWN AT ONE FOOT (1') INTERVALS. & FINISHED GRADE CONTOURS ARE SHOWN AT ONE FOOT (11 INTERVALS. 9. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND BE CONSTRUCTED TO SAME. 10. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OR THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENT'S TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 11. SITEWORK SHALL MEET OR EXCEED WAL*MART SITE SPECIFICATIONS. 12. PRE -CAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. 13. STORM PIPE ACCEPTABLE FOR USE: (REFER TO WAL-MART SITE+K SPECIFICATIONS FOR FURTHER INFORMATION) A. RCP, CLASS IiI PER ASTM C-76 (UNLESS NOTED OTHERWISE) C. FOR ROOF DRAIN COLLECTOR SYSTEM N-12 HOPE PIPE (CPP) MAY BE USED. THE N-12 WATERTIGHT COUPLING, MEETING ASTM D3212 IS REQUIRED AT ALL JOINTS. FOR ROOF DRAIN COLLECTOR SYSTEM CONTECH A-2000 PVC PIPE MAY BE USED. D. JOINTS ON RCP SHALL BE WRAPPED WITH FILTER FABRIC PER FDOT e INDEX NO. 280. 14. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 15. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, SHALL HAVE TRAFFIC BEARING LIDS. MANHOLES IN UNPAVED AREAS SHALL BE 4' ABOVE FINISH GRADE. LIDS SHALL BE LABELED `STORM SEWER'. 16. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED tMORTOR INVERT FROM INVERT IN TO INVERT OUT. 17. ALL CONCRETE TO HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH OF 2500 P.S.I. UNLESS OTHERWISE NOTED. 18. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. ALL INSTALLED STRUCTURES SHALL BE CLEARED OF SILT AND DEBRIS PRiOR TO PROJECT CLOSE-OUT 19. ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO ANY LAND DISTURBANCE ACTIVITIES. 20. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALK. DRIVES, ETC CLEAR AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE PEDESTRIAN AND VEHICULAR TRAFFIC. 21. CONTRACTOR SHALL COORDINATE PROPOSED UTILITY CONSTRUCTION WITH ALL UTILITY PROVIDERS TO ALLOW THEM TO WITNESS THE CONSTRUCTION AND ENSURE THEIR PARTICULAR UTILITY LINES ARE PROTECTED. 22. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS ENCOUNTERED DURING EXCAVATION. 23. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATIONS SHALL RECEIVE FOUR INCHES OF TOPSOIL CONTRACTOR SHALL PIN SOD TO ALL SLOPES STEEPER THAN 3H:1V UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 24. ALL DISTURBED AREAS NOT OTHERWISE COVERED BY BUILDING OR PAVEMENT SHALL RECEIVE 4 INCHES OF TOPSOIL. SEED. MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED UNLESS OTHER - VASE NOTED ON PLANS, SEE LANDSCAPE PLAN. 25. CONTRACTOR TO REFER TO LANDSCAPING AND IRRIGATION PLAN FOR RELOCATIONS AND ADDITIONS. Mnljd F' IN U�T.ILITY iUOT 1. SEE COVER MEET FOR A UST OF UTILITY COMPANIES. 2. GENERAL CONTRACTOR IS TO COORDINATE WITH APPROPRIATE UTILITY COMPANIES PRIOR TO CONSTRUCTION, ADJUSTMENT OR RELOCATION OF EXISTING UTILITIES AS DESIGNATED ON PLANS. 3. THE CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 4. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO NEW UTILITY LINES BONG INSTALLED. 5. THE CONTRACTOR iS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVA71CNd TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 6. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITY DURING CONSTRUCTION AT NO COST TO THE OWNER. 7. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL LOCATION OF ALL UTILITY ENTRANCES TO INCLUDE SANITARY SEWER LATERALS, DOMESTIC AND FIRE PROTECTION WATER SERVICE, ELECTRICAL. TELEPHONE AND GAS SERVICE CONTRACTOR MALL COORDINATE INSTALLATION OF UTILITIES, IN SUCH A MANNER AS TO AVOID CONFLICT AND ASSURE PROPER DEPTHS ARE ACHIEVED AS WELL L. AS COORDINATING WITH UTILITY REQUIREMENTS AS TO LOCATION AND SCHEDULING FOR TIE-iNS/ CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES. 8. SANITARY SEWER PIPE AND MANHOLE SHALL BE AS FOLLOWS: A. PVC SEWER PIPE SHALL BE TYPE PSM PVC PIPE CONFORMING TO ASTM D3034 AND SHALL BE SDR 35 FOR 4' THROUGH 15", AND ASTM F 679, WALL THICKNESS T-1, FOR PIPE 18' THROUGH 27". B. ALL MANHOLES SHALL BE PRECAST CONSTRUCTION. THE MINIMUM DIAMETER OF MANHOLES SHALL BE 4W FOR SEWER LINES 21" IN DIAMETER OR LESS. INTEGRALLY CAST STEPS WITHIN PRECAST STRUCTURES ARE NOT ALLOWED. C. FRAMES AND COVERS SHALL BE GREY IRON PER ASTM A48. CLASS 30B AND SMALL BE US FOUNDRY TYPE 227AS. TRAFFIC BEARING (AASHTO H-20 LOADING), UNLESS OTHERWISE NOTED IN THE DRAWINGS. 9. WATERLINES SHALL BE AS FOLLOWS: A. BURIED DUCTILE IRON PiPE SHALL CONFORM WITH ANSI/AWWA C150/A21.50 AND C151/A21.51, AND SHALL HAVE A MINIMUM WING PRESSURE OF 150 PSI. BURIED PIPE SHALL COMPLY WITH THE FOLLOWING PRESSURE CLASS (PC) DESIGNATIONS UNLESS OTHERWISE INDICATED ON THE DRAWINGS: A) 12" DIAMETER AND SMALLER : PC 350; B) 14" THROUGH 20' DIAMETER m PC 250; C) 24" THROUGH 64' DIAMETER - PC 200. B. EXPOSED PIPE SHALL BE DUCTILE IRON FLANGED AND SHALL CONFORM WITH AWWA/ANSI C115/A21.15, AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSI. FLANGED PIPE SHALL COMPLY WITH THE FOLLOWING THICKNESS CLASS (TC) DESIGNATIONS UNLESS OTHERWISE INDICATED ON THE DRAWINGS: A) 3' DIAMETER AND SMALLER r TC 55; B) 4" DIAMETER r TC 54; C) 6" THROUGH 24' DIAMETER - TC 53. C. PVC PIPE 4' - 12' SHALL CONFORM TO AWWA CJ900. PIPE 14" - 36' SHALL CONFORM TO AWWA C 905. PIPE SHALL CONFORM TO ASTM D17K TYPE 1. GRADE 1, 4000 PSI DESIGN STRESS, AND SHALL BE NATIONAL SANITATION FEDERATION (NSF) APPROVED. PIPE SHALL BE CLASS 150 (DR18) WITH MARKINGS ON EACH SECTION SHOWING D. ALL SERVICE PIPING (1- -3") SHALL BE POLYETHYLENE. SDR-PR PE PIPE SHALL BE MANUFACTURED FROM PE3408 AND SHALL CONFORM TO ASTM D2239 AND ANSI/AWWA C901. ALL PIPE SHALL BE DR9, PRESSURE CLASS 200 PSI. 3 10. THE TOP ELEVATION OF MANHOLES CONSTRUCTED IN PAVED AREAS SHALL Lo MATCH FINISHED GRADE THE TOP ELEVATION OF MANHOLES CONSTRUCTED z In IN GRASSED AREAS SHALL BE 4' ABOVE FINISHED GRADE (UNLESS NOTED p OTHERWISE). w � m 3 11. ALL MANHOLES CONSTRUCTED WITHIN PAVED AREAS SHALL BE INSTALLED -� X m_ O WITH TRAFFIC BEARING RINGS & COVERS. 12. ALL CLEAN -OUTS WITHIN THE PAVEMENT AREA SHALL BE INSTALLED WiTH TRAFFIC BEARING PARTS AS APPLICABLE 13. CONTRACTOR SHALL GROUT AROUND ALL PIPE ENTRANCES TO SANITARY SEWER MANHOLES WITH NON -SHRINKING GROUT TO ASSURE CONNECTION in m O SWATER TIGHT. S m 14. ALL CONCRETE FOR ENCASEMENT SHALL HAVE A MINIMUM COMPRESSIVE 0 O STRENGTH OF 2500 P.S.I. AT 28 DAYS. z Z 1­- 0 �:: U I > ✓ 0 15. CONTRACTOR SHALL PROVIDE ALL APPURTENANCES SUCH AS CHECK lL VALVES, BACKFLOW PREVENTERS, ETC., AS REQUIREDW BY GOVERNING W [Y = f W AUTHORITIES. d p () Q (if 16. ALL WATERLINES SHALL HAVE A MINIMUM OF 3' OF COVER. 17. REFER TO SHEET C-2. GENERAL NOTES MEET, WATER DISTRIBUTION SYSTEM NOTES 27 - 29 AND SANITARY SEWER SYSTEM NOTES 5 - 7 FOR PVC PIPE IDENTIFICATION SPECIFICATIONS. ...i IS. CONTRACTOR SHALL COORDINATE INSPECTION ON ALL UTILITIES, WITH APPROPRIATE AUTHORITIES PRIOR TO COVERING TRENCHES DURING INSTALLATION. p, i 19. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND REQUIREMENTS. �J 20. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTIVE UTILITY COMPANIES AND THE OWNER'S G INSPECTING AUTHORITIES. 21. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. ta 22. SEE SPECIFICATIONS FOR BACK FIRING AND COMPACTION REQUIREMENTS ON UTILITY TRENCHES. 23. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SMALL USE SUPPORT SYSTEMS, SLOPING, BENCHING AND !='i OTHER MEANS OF PROTECTION. THIS TO INCLUDE BUT NOT BE LIMITED. FOR ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA FOR 24. OSHA. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (80-96, LAWS OF FLORIDA). ANY MATERIAL. CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. 25. ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 26. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRENCH. BEDDING, CONDUIT, PULL Z 04 P j z WIRES, BACKFTWNG AND COMPACTION FOR TELEPHONE AND ELECTRICAL LINES. p C7 Z N 27. PARKING LOT LIGHTING CONDUIT SHALL BE SIZED IN ACCORDANCE WITH NEC, 3/4 INCH MINIMUM OR AS INDICATED IN THE ARCHITECTURAL PLANS. Z Ld 2& CONTRACTOR TO LOCATE LIGHT POLES AND FIXTURES AS INDICATED. Q LiJ CONTRACTOR TO BUILD NEW POLE BASE AND STUB CONDUIT AND WIRE AS UJ NEEDED. 29. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT AND THE CITY OF SANFORD UTILITY DEPARTMENT TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE WAL-MART STORE AND SITE THROUGH OUT THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION. CONTRACTOR WILL BE 0 RESPONSIBILITY FOR ARRANGING/PROVIDING ANY REWIRED WATER MAIN SHUT OFFS WITH THE CITY OF SANFORD DURING CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS WILL BE THE RESPONSIBILITY OF W THE CONTRACTOR AND NO EXTRA COMPENSATION WiLL BE PROVIDED. lLI MAY 2 "� . . . . ........ . . . . . ............. . . . . - - - — --_- - - -w, A ff -92 43 ........... L w 47 / .. ........... ...... . .. ..... ...... ... . ...... ................. ................. 43 43 .... . .......................... 47 43 w . ..... . . ....... . . . . ..... 15' CITY (TYP-) 72, ... ... ........ .... .... ... .. ...... 7. (3!09�( 43 SERVICES EASEMENT (M) 31 .. . . . .... PROPOSED 1w CITY sSILT FROM BOTTOM OF POND SHALL BE REMOVED VEGETATIVE AREAS MALL BE CLEARM GRUMM TO LIMITS SPECIFIED TTOM OF POND SHALL BE SILT FROM BO REMOVED a yEGETA*nvE AREAS sHALL sg'�-' ON SHEETS C-8 & WE F1 CLEARED GRUBBED To LIMI-rs a ON SHEETS C-8 C-" 'nNG WATER MAIN. TO THE CROSSING OF DOS 7 CONMCTOR SHALL USE EXTREME CAUTIONe D DURING EXISTING STORM PIPE REMOVAL DUE STORM CONTRACTOR SHALL USE EXTREME FIELD LOCATE SAID UTIUTY TO ENSURE NO CAUTION DURING EXSITING': DAMAGE INCURREI). PIPE REMOVAL DUE TO THE CRO SSING OF E)dSnNG WATER SMR UNEI FIELD LOCATE SAID U -flES TO ENSURE NO DAMAGE TILI IS INCURRED 29 26 3 0 K31' t 41 .......... . .... ....... .... ... ............. ................... .......... ......... ...... ....... ........... ..... ............ ........... ...... ........ . .......... ........................... ....... ..... ........ .................................... > ........ .............. ...... .................. .. ........... * .......... ..... ...... ........... ............... ... .......... .......... ..................................................................................... ------ ---- 00 C> CD co .(D 1- a c\j CD E-= ID .............. A, ... 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'-- /7- -77- X_ J) A 7 ''Y 4 :F. j -b ........ ................. .................... z LLI .......... . . ......... A .......... .......... . ....................... ...................... j, . .......... I ........ I—, ................ ...................... . ........ . X ................ ............. e­ .............. .... ... ....... . ..... ............ IK": N 0, U �Y4T ....... 2 k4 W is ...... in I i 1;: i� A Alt IT /q I % 7 % y z J.' j Z. ..................... 0 30 ............. .... ....... ................ ............ ................... �A ............. . . . ......... ..... 'K. ....... .... Z . aim" willilim 2�' ............. .. .......................... . . . ... ....... gjf ---------- Z co ....... .... X I I ou Z. z % ............... ............. ......................... .......................... 26 .. ........ .............. ............... ........... ............. ........... cAll A.......... %k, REMOVAL OF EXISTING SIDEWAL.K, RAMPS, CURB ............. 24 )F PUBLIX VALL BE q A, A ULE IN FRONT —_ED BY OTHERS & IS NOT PART OF J THIS CONTRACT. CONTRACTOR SHALL COORD. ....... ......... n IN W/ ROSSS CONTRACTOR FOR THE REIMOVAL SCHEDULING OF THESE ITEMS PRIOR TO rn� z% DEMO. lo OF PAVEMENT IN CLOSE PROXIMITY TO THIS AFffkii 0. . . . .... ... 'Na 10 Z nu &_,!q ............... h") ............................. ......... .................................... ........................ . .......................... . ....... ..... . ......... ........... ............ .. ...... ............. ............. . X I wNtlif- ...... .... ....... ..................... Ain' .................. . ......... ...... ........ ....... ............................................. 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UG .................................. �,� .............................. .................... .... ........ .......... .. ... ......... ............. ... ............ -)(3)6 .......... ............... 20 . ........ ........... .......... .......... .......... ....................... .............. ... . .... .......... ........... ........ ......................... . ................ ..... . .................. .. .... .......... ......................... ............................ ....... .......................... ...................... ............. ............... ...... . ....... ... ;­ .............. ............. .. ............ ... ...... . ........ L,z" ,, -, � .. . ... ....... : ................. ....... ............................................. . . ................................................... .............................. ............. ............. ......... 16 A 17 ........... 2 ............ .......... oil 2 ............ 5 16 ............ . .... . . . ... ............ .......... ...... ........ ... . . ........... �l 2 1D8 8 coNTRAcToWsHALL� FiEw: Lowell: REMOVE AND DISPOSE: OF ALL EXISTING ON -SITE UNDERGROUND1 UILITIES:� 0 INCLUDE, -NOT: LIM17M 76 WATER.�'UNM:SEP.71C BUT ....................... .......... ....... .......... ................ ...................................................................................................................................... AL ................................................................................... . ........ ...................... .... .............. . F .............. TANKS &SANITARY SEWER IN ACCORDANOEAM11-11,00 ...................................................... .................................. .................... .......................... ....... 5 TYP.). -(SEE DEMOUTION'NOTES SHT. C-4. NOTE 5; 6.: 8) ............ ......................................................................................................... --go .................................. ..... GOVERNING REGULAi .......... ...... /­­ .. 7* ............ .............. ... .......... ........ ...... -_7 7 7 ;:'7 ------- Z ........... .... ........ .......... ......... ..................... ........... - -- ------- 39 cl. ........... ...... ........ ........... .... 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I z - - � � - � +. .. . . , , I : c ::::::::::::::::::'., . III', ,-,�,�, - . . - in m ,6:1 . � ,_ r , , '. . �.P, In 07 ,_ � \ , .J. I . . - , 2 I �,, \ P � " ,,, 1,".:::::::::::.:: - — , - � SEE NOTE A 0�1' -,, --t , . . . .1 ... . ..... ..... .. _. %�, . .'17.7. .1_ i ..... ,� � � - , I - . ,,F�,�-. __� "I ­1�11 , _:�7, . , " ;,., I �yA ........ I ....... , I . ." __ ,.,,.� �, ,� �_ � . . I.. .. . � + ..< j., ....."; I I * - ` I I . I . . . � � : + .... .1. . ..::_� w I I - * , _,r 1+ - -, , >0� *,F-1 - _r 'r TREE PROTECTION NOTES . . � - ul �.... �� , .1. " - � ' - -11 '.. ­1 . ­- .:: . . ... . I . . . I . . . . . . . . . . . . . . . . .. . ............., .......... I .1.% , 0; �,- , - .., '1� - ­� W .. .�:; :.. i . 11 - . ' " I ,�X-,'+7 .. � .... :::::::::j� , ,� ,��, I ,_,�� L' -� . 1. . I t-. , ... + . . - � . ...... ;­.Mkl��­ __ I , '�'� _k� LIJ .� � : . � �­ : . v- �,z. , �.:�,' I 1, 1+ I � I � --_ I '­­­ .... I *:.,.",.,.,.,.*.,.*.,.*.*.*.*.I I * * I I I I .......... o V_ �o I -11 ,� ­� � : �. .. .. ��_ . . , ,,� � 01-1- - � I - + . . -1 " - I ...... I ........ ­­. -- I _�F� -1 -1 !, '& -, - - ­­­­ _,:� --- " `-,�, / '1� _IIVITIES� IT.SHALL.BE. , � 0., .. SEE SHEET C-4 FOR DEMOU71ON NOTES. , 1, k � i'vi ,-._��`��- "....IP" - ". .1 "*,%*.'.'.*.,.,.,.*.*.*.*.,.*.*.*.,.*.*.*.,.*.*.,.,.*".",.,.,.,.*,I.",.*-',:::::::::::::::::. . ..:::: -.:.:.:.:. ."i _� �_,, .__�,�,._ . -- _,,�, , I : Y '. � -.1'.. � - .7 -::-�-, """"' , � T, :::::::::::::,.: ::, ..:' .:::::::::::::t ,�! 1?4,� 1� � n . '. I , 27 -_ � / 1, I I , � . , I t: -, CTION AC - � IE �;., . . . . : , � % �, ""', � 1. _ , 1�2 "�� ,­­-, ,���, �!. -:i��4 _�_ ,1 1 1. DURING LAND ALTERATION AND C U . c) (.D � - - - , - . ONSTR ­ � , " I . . 11 '�, -- , I - z .." I \ , , ,\ I .... 1; �­­ - ................. � ........................... ­ "............'..: .......... I " 1% .1.1 _­�Fl I 1'1`1� 1-2, -1 ,,�,�n_, ��-�, MEDIUM TREE UNLAWFUL TO REMOVE VEGETATION BY GRUBOING OR TO PLACE:SO4L 0 � off W,J.� � I * I , . - I , ___ � -_--��j- 1�,A�, , ........................... . 4!m.,._ �__U_ _ 7____.____1­_­ _­­­­ ... I .1 iA - ,/ . " �. �.� - . . . . . .. I ..... ­... I I .... I ............. .......... I ................... A , V- -_ ,,�7 �­j�, ��,m�,, , ";- , - .1 ;: , .... , ............. I ........ 1:A%1.11. 1. , - I., - - I -- ..... '. _-, """ - - - . ��. ­111 ,-- ;e, �111 �� - 1 250 SO. FT. AREA DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACIiINER. - < < ::., :. � I ... ... �.. I 11 .. . ,:: �:: .. - 1 RD no 0 c'zL'4 EnQMHOLUTHON '', \1 ..... ........ !..--... I I 1�1 ­ , ,­ - I , i.'­�,� � '. � Lij (L + ­.. I'm �#= � ... � ......... :-: .. ..... .'.'.'.'.*.'.*.'.'.'.'.*.'.'.'.'.'.'.'.'.".'.,.,.,.,:.,.*.*.'.'.'.'.'.'., :.='.*.'.'.'.*:.,.".'.'.'.'.'.'.*.*.I ................ � .................. 7 ,I . .�+ ­­ ­ . * "' - ..... 11 � - e� 11 . ,+ - , 'A; � 0Q,-z !. - ,­:::.,.,.%1.1 ... I ............................................. �, ­� __ . J[L.� 111.�..;F...�'�.;�+::,.:, t - ... .."... , - - - , - _­ � TO REMAIN ON STE UNLESS OTHERVASE APPROVED BY THE CITY. .* .. . .1. - � :... : , . ­�..,: . . ., , , 1. . . ... .... �, � .1 ... .1 . � T, ­,", __ � I h - - - , . � . � - * . i3 ....... / -::::. .'.'.'.'.'.'.'.'.'.,.I.I.I.I.I.11*.*.,.,.*.,.,.'.,:.*."'.'."'.'... .*.*.'.'.*.*.'.'.'.'.*.*.*.'.'.'.'.,.,.,.,.,:.,.*",*.,.,.*.,.*.'.'.*.,.,:.,.*.'."'.'."*.'.'.".",.'.'.'.'.'. �, __;�_ I -1 - ­_Q�j; OTHER EQUIPMENT OF ANY KIND WITHIN THE MINIMUM SETBACK.- A F- . uj , ilf m , . ...... F) - ...... �. . .4'.. � _11 I ­11 �, � � - - ,�� ; , I I ... - 77 � _111_­1­,11___L_ _ . I ­11:,� . . ". N , '.., . 11_�,j _-, - " I �, ..� -1 �:1, 6, , _j, 1�� A 4�1 I I - � .................................. .. -, 1� - - " . . �. .: 1. + - : � - -�� �111 1�. . 0, ..... . . ...., , .; .� ��� ;��% �' ­­­ ��� ,�­ ............................. � 7� ... I � - . I Of,+ _.., ... 1. + . ­.­: . __ � .. + . . , , ��, � . .. .+ . . . :,* F� \ .. . � '. -:17� ........... ­1 _11-, �, - - .. I ­�� 4X4 POST SPACEP 2 ALL TRIMMING UNDERTAKEN ON k TREE PROTECTED BY THE PROVISIONS - �: �, �: , : : .. : . � � , - : . : .:� t� I " � , , + �;�­� - ___.7,___ - I MINIMUM SETBACK ..�:�.. . � . ­.: , . 11 ., - 11-, �,4',,��.'�� 1 OF THE LAND DEVELOPMENT CODE SHALL BE N ACCORDANCE VATH THE ' I . .­ . . : :++�::::� ,+ . . LEC3"END � - % I G '� - " o W11'. �� , , " ; . - ................................... :.t.1'.,.1.,:­. I �, 1­ ___­­ - .0 i: , -, - - , ­ - , I , ' . . . . . . .�p . , `� �,:�, __ - " � , IV FOR LARGE TREES . . . . .. ­ . � .., - - � . , - � '� , \ �?_, le A MAXIMUM OF a ,. �:.:;. � , ,� - , . . . . 1. ., , � , . _--r? �, , . NATIONAL ARBORIST ASSOCIATION . 61% .11'. - .. I- 11 .� 5" I "i - � , ,� .(NAA) PRILINING. STANDARDS.! � - ' + .. .. +11 ­ .. - - .�� - �. .,. �. . 11 X"", I i . . - .� - � , il" I . . . .+ .. ..+ �. 1. .. "... , - V - - ,_ �, , - I " 6' FOR MEDIUM TREES APART . . I , ", ,:�� � 1.1 I - I 9 . I . . . '.1'. � � , , - Im"', � I . m . �:... �� ��. �. , " , _ - . .. :� - '" v ., I . ...: .. I . . ;-� I . '� .�� �, - K irgg - -_ _";�� � . .... . � � �:�, P, . �. w I , ,- - . . . . . .:....,. . _.. �. ;.� & ` \ - � ­ � I UMJfQ W CJUQIIII%v TnA.W 17C.11111tor. INMIll %AAMU. 1111� \, I 1�� ,I . , (a REMOVAL NTH SHEETS C-6 & C-6A.. .. 1\1.1 "'�, "" \ I" ,� '1�1 " . - IL .. . . � . .I- 11, ..., . __ A � . . � �. .11 1. - m. I � LIMITS OF MILLED ASPHALT SECTION TO LIMEROCK -BASE. 1, _ _. . - &::, . 0 - . .. �­ �_ -, __ - :�: .1 ,". .- �,i - % � -.- �,_ "I LIMEROCK BASE AND REMOVE OR REPLACE'A,S REQUIRED . � .� ,� 'All Q CONTRACTOR SHALL VERIFY THECONDmoN OF E)aS1ING - I "' � _. , 1�t - �� I TO ENSURE THE COMPAC11ON AND INITEGFUTY MEETS OR \ �.., ��)�. ,I. EXCEEDS WAL-MAR7% PAVEMENT SPECIFICATIONS. \1 -, 11 111. . . , 1, 11 , . \11, ,��. �11. ,�, , LIMITS OF PAVEMENT REMOVAL COORD. REMOVAL W/ ,1 .,,� _'11 11, 0 1 . .. . 1, ,� 11 '�. SHEETS C-6 & C-6A. 1, 1� '. -_ , ... .... � t,�z, N, w kZ%j LJMIIQ W 1111l A.-ol RLIl tlTr'.1. . .. - � . I , . � �� 1, � Is .-, -"I Z, . - - t-,, , � '-. __1 I I "t, � I � - � I , ? ­ , I_ 14 1� -,',� -1 , , 11 a PROTECT & SAVE E007ING CURB (TYP.). . I I., . ,� , 11 "I ,. - .. %. I � " 7 - � 11�_ .." I "I I / "a "', "I, . - . - j _V', 1:, ., � , � �Iii, . . REMOVE EXISTING. GUARD RAIL TO THE UM17S REQUIRED I I., �, �_ -1. I - . �. \ I 11 .., I - ­­ I I � 111: '_ .- ­__ I ..,. . '% , ", ., .. -..,. ,-- ­ I * TO INCORPORATE PROPOSED IMPROVEMENM GUARD 4', : , � �. � -, i� L �--t �_�',.''.,%, � , � '. i. - %\ RAIL REPLACEMENT SHALL BE EQUAL OR GREATER . . ". I � i;":� 1.1. ,.. ,-, " %,��Ii, I Iv. I—% �_,:�!, . IN QUALJTY THAN EXISTING. COORD. REMOVAL WTH. . . 1 4. ". _,,,. - " I % , - \ "I ", ". ­'. �-­ - L- ,V. �� I - "_z:�Ii .:. - , - '��, .. . SHEETS C-8 & C-8A. . . % 11 - , ,� , � \. � p,� . _--:�� , . � � I.f _j -� 1. .. , . ;, I , ,F, % � I :. !��,. , , �, p. �- - , . REMOVE EXISTING CURSING. COORD..REMOVAL.WITH " � �1� \ z -,� �- 11.1 ; * .. ". , "I" I;, I �,�, , . � , , � 11 ,,� I pi; -'�-i.. �­ � , ., % ,, � -, - , -� � is . . SHEETS C-6 & C-6A. .: , . � , , � " �� �� " � 1� � ,� , �, 1� . ­��,_,­, , 0 ap I . . . . . . . REMOVE EXISTING CART CORRAL . I REMOVE METER AND APPURTENANCES AND ABANDON I METER PIT. CONNECT TO EXISTING PIPING AND PROVIDE - . . - � . A 10- MASTER METER ASSEMBLY W/ DDC VALVES ABOVE ap I REMOVE EXISTING CONC. DIUMPSTER PAD .. GROUND IN SAME AREk SEE MASTERMETER DETAIL - SHEET C-148. FIG. 501. 0 REMOVE EMSTING CONC. PAD & CONSTRUCT NEW CONIC. . DUMPSTER.PACI IN SAME LOCATION TO INCORPORATE: � (a REMOVE & RELOCATE EXISTING FIRE HYDRANT IN ACCORDANCE WITH SHEETS C-9 & C-SA. PROPOSED IMPROVEMENTS. SEE SHEETS C-8 Sc C-&k . I (a . REMOVE EXISTING CONCRETE FLUME . a PROTECT & SAVE EASTING FIRE HYDRANT. . - 1. . - 0 .... PROTECT.&. SAVE EXISTING SIDEWALK. " qm . " 1. . .... �... . E)aS7ING WATER LINE%,--METEI1S & ALL OTHER ­ ASSOCIATED ITEMS SHALL BE, RD40VED TO 114E LIMITS'SHOWN COORD. REMOVAL WITH SHEETS 49 REMOVE 001ING BUS STOP STRUCTURE & APPURTENANCES. . C-9 & C-oz 7 m � a . ' PROTECT & SAVE E)GS71NG TREE . p* . . 0 PROTECT & SAVE EAS71NO WATER MAIN. �11 I dREMOVE ENSTING SIGN. FILL & COMPACT. CONTRACTOR . . . SHALL SAVE EXISTING SIGN BASED ON CONDITION FOR . . �tLz",��',% v EXISTING SANITARY MANHOLES� SEWER LINES & ALL OTHER ASSOCIATED ITEMS SHALL BE REUSE --REMOVED TO THE LIMITS SHOWN. COORD. I REMOVAL WITH SHEETS C-9 & C-SA. 8 REMOVE DOS71NG CHAIN LINK FENCE. CORD. REMOVAL W/ SHEETS C-6 & C-6A. . (a PROTECT & SAVE EXISTING LIFT STATION, FORCE MAIN Q- REMOVE EASTING CURBED LANDSCAPE ISLAND (TYP.). & GRAVITY SEVIIIER UNM (a . PROTECT & SAVE EXISTING CHAIN LINK FENCE. 0 PROTECT & SAVE EXISTING SANITARY SEWER LINE & MANHOLE. op * LIMITS OF EXISTING CONCRETE SIDEWALK REMOVAL 0 . . REL40VE EMSTING STORM PIPE & STRUCTURES TO LIMITS - SHOWN. COORD. REMOVAL NTH SHEETS C-a 46 CONTRACTOR SHALL FIELD LOCATE ALL EXISTING ON -SITE WELLS, ALL EXISTING WELLS SHALL BE er & C-" UMIT OF EASTING STORM PIPE REMOVAL DOSTING STORM PIPE SHALL BE ABANDONED BY A LICENSED WELL CONTRACTOR PLUGGED & ABANDONED AT IN ACCORDANCE WITH LOCAL & STATE THIS LOCATION. REGULATIONS. ALL ASSOCIATED ABOVE AND UNDERGROUND PIPE AND APPURTENANCES SHALL @ PLUG N. F.L. 44.6W (12" C.M.P.) IN DOSTING BE REMOVED (TYP.) STRUCTURE. . � I I I's SAW CUT & REMOVE EXISTING CURSING &-PAVEMENT 0 NEATLY SAWCUT, REMOVE & REPLACE E)GSTING CURB & PAVEMENT TO THE LIMITS REQUIRED I TO THE LIMITS REQUIRED FOR CONNECTION TO EXISTING FOR INSTALLATION WATER MAIN. E30STING PAVEMENT & CURBAEPLACEMENT OF PROPOSED STORM PIPE & S1RUCTURM PAVEMENT' SHALL BE EQUAL OR GREATER IN QUALITY. COORD. REPLACEMENT SHALL BE IN ACCORDANCE WITH CITY REMOVAL WITH SHEETS C-9 & C-9A. SPECIFICATIONS. REFER TO SHEETS C-8 & C-SA. 1. . . 1'51�1�1­ 11 I ­* ..:.� w ..b.:. .._ � 35 34 1 . .� " " .� 1, I 3. ALL TREE ROOTS EXISTING VATHIN APPROVED IMPROVEMENT AREAS AND . .. 1 . �: : ., . - . . . : �:.:-: � . .. . ;. . . I ­1 4, 1 - . . I...: � 1. : , I . . � � � . . . - .: , I f " . � 1. _- <,, I ., I I (_�� ,., ­ k�_ ... ..:�. ....� - �- . . .- - M ' . ., . m. . � ff . .. - , I )v _-, f- / / . � --, -11 . . . .. - .. � w 2 � "', Ittz, ORIGINATING FROM A PROTECTED TREE. SHALL BE SEVERED CLEAN AT.THE. . ftmil ` _� � " 1. - I . . � t... . � :.... p ,: : I : ::::� I , I � . 1, �_- . . , ,­v, - � i - , " ,,-,, .. . '� "o, . - j "I. � ... . I, 1101Y� �7; ' - , , J� _c . . x ­ .. I � , . � "I I �i LIMITS OF THE PRESERVED AREA INDICATED ON THE PLAN. - : �* . ­­ I - J. " . �_, , - - � �___ . :� , ,_­ � ­, . . I . � . I ... - .. . .. ...,..:: ­.w: �.* W. . '.�:.:�.. �..� .... .. ,. : - � � - _�, --� __,��­` - '10 F,.. ,_-Z�;4' , " " , , (1-t f (�.,.�`,, .�, a I .... . .., . .1 . I - . . � � F­ - , , F I �1. . . ­ ... . ... . ,�. �. .. . - .....; .­ . �_77_,� . - � �, - - I � , ��,� :n",`1,. "I ­­ - . .. ., ­ ­ I... .. ... � . . I .I... . I , ".� I., . .. � 1 , . � ,-, - " ., --. --a - , .. " `,�� - -- , � / ., ---- -- - �, ,`T� I .It, � 4. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO MINIMIZE ROOT: - . . : � : � ::� I ­....., ­_.. � , '. , 0*-_�_ SILT FROM BOTTOM OF POND SHALL BE . � t.. ,� - . - ; . I I 1, ,_� ��v � V , _�, � . . - ­ ..... ..... .::. .. . . . � . . 1. . ­ .. .: � I - t � , " j _-L, _��_�- I -1 ,�­ - - - 1. ..._:: .�'. _Fo� . - 11 I 1� If, \� DISTURBANCE TO EXISTING S THGETATION TO BE . .... . : .: � .. � ' * .�... I.. � I � I I - " . , . . . � , , - . . ­. � .. � i � � � � i 20 HORIZONTAI . � . . . . I ... . . . I I ...., .. ". : I.. - .1. ... . ­­ __ I ­­' " _� I / , - 11 I q RETAINED, � . . . .1 . .. . . ­ �, 1. - D .., ,q: ­.. � - .- �: .. ::: I - - ­� , . . " , I.. MEMBER W/ OPnONAL p . . . I ..... . ..� __ . z� -, , , . .. .. 01: ... I , .. .. , - . . ..: �� ��.:: . . _"�,� . , - - t_f , I � - I I ,�� ­11111 . REMOVED & VEGETATIVE AREAS SHALL BE CLEARED & GRUBBED 70 UM17S SPECIFIED �', �, �__, ,z " � I, . NET FENCE FABRIC . . . . : ... . .: �q � ,.,.. �. , :: �:.: - : �:� - , , 1__r t - , : � . . I . ... I .. . .. ­ *�,�: ,;. � . . �._ . .. . - . , . . , - �: ,:. .- . ,,*. � I., ,-/ " _1, .1. ­_ 2 �`­V` Vf TLAf�h,`,' ,,-'J',,`v' . .� . _ .. .�. : q .::.. .. ..� ON SHEETS C-8 & C-11A. _1 . . �, I..r , :r .. �:� �, ... . .... Z., . � . : � , " � . 1. .­. . I ... � �o �:" : . _....:., �--,, � I X, I ? " . I � � :�::.::�:.'. 1. . .. � ... I I-, :­ - - _" - 0 ._Jf K��, � .. � - . . . ­.. - Ig � . .::..; , 43f�,,�, , " ;7 �,,' ._� ' 7 - I � " K A5 . . 2�,�;§ _;�.: - �� ­�, - /-( L-&,,.� ,'_'­T_!� ,ON� � ,' , ' ,'i,�-,i . . . .. ­ . - - -11 I " ­� " - -- - - � . - . . � �. ..� .... -��,.� �_..--... .:..-�:� �k - -1 1_1 _. � _-, " " - ,- 'ar , � � . - .:­ .. 11 - �_11 �, I.-, I �� - �; 'c �,,�"L�­ - - �,, --- , . . I ...;'. .­� . � 11 I S'�,' t _111�� z , � I ��-E �,�,�, ,,� ,�."!."'v,,/ � 1. . .. I..., ,. .. .. I L�::. . ,��­�., . 1. :. �� . I i�, - . _1_/ __1 / � - � I . ­ ­ . ,.. - I -ID I � ( " , TREE PROTECTRON DETAHL I . . 1. 6 ... 1. �'..* ��'.. , , , . , � � - �:;, � I.- � I .... _ � . � I I.- " ,­,;`�L, I ­ . . ..-.�C=.,�...���..��'...:.*...:. , "7" -) .. - . . . . I , �� ...: . � q, ,­� t, .. , ­ .... ­j W..:15 ..._., �: �, X 1� � ;�, � I I.. _ :. � _... l... I i "I - .. � NIS � . .- ­ . . I 11:. I NIS I ,V I . I . - � .. . ..... ­ I , I , , I I I . 10 :_. ,.,�� .:,. ­. 1. -d I __ - I ". I(' , .� I . � . , � . . I . . , - . . ..... , - .. 11 I q ­;�� . . . .. ... _: * _. - - ,� �� . . .. " - . . . � _:.1 � I �� � .. . .1 1%11 / � ( T, ___ f` F`,,�.n-_y - � . I _: . m. � , 7­. ..... . �. i - F.. �. :.; ... . ... ­: I �1 I . *. , I , & . _: I I. ,, ..... . a- .. - . . .. ..: � I k 1. f I ,,, J �4,_,',�'.��,',. . -11, --- 0� �/ ,,� I ��P��11�1� � . ­ .: � . � , 'Im:��,�, -_�*_­ - . , 1 � -,/ r%_ � / (I , ,, � . . . .. E .a m __ �_ I � _� �, lw "I .. - . .1 1111� :. �. ,.... - .1 . . ... ­ - I ; i I - 1: :'.; .: � . . �... . �� , " I 11�1 X.,". -1 � .. .; � -in, .1 . _ ": �. � ,--- . " / I - . , .. . . .. tI . ­ I ,c� "j, " ­,�..... . I ..� I- I 11 - �__� 11 r, .. I'll. - � . J 11 . � . . I' I �__ . 11 ,_" - - - " ­ - - � 'i!'i, , . ,­]�:',( I I-? � xs"i�­)'_ ,,, ,,,�, " - ?�iF � i fp_ ---,, �, -� �� f�,� - ��v - , , '- , - ... . % _­ i � �� , I I I . t � ____ - -, I I , -_ I' I- I - - - -- : , - . , , , � -1 - /- " I . 1. Z, __ 1p ,�, � 1� ,"I i. "" __,_ i �j "I " , -1 1, ,�,,� -1 '1.11,1�1'�,�,, I . , I I ,,-�, `� - " �� .- - - - � -�V_ /1, - �'. - - ,_ - f, . , ,� r � - "', , 1�1_, . - �", , ? " , _ �'v ,- . , . ,­ - . , -r -0- �,,,� ,,,� .�?,k / ,,, ­1 -1 "I � ­11� - - - __ " _,.., I - �. - � , ,.- - I �v �__h � , "', v /-', f � — , ( 1, I � I I " - ". " , _? ." " � I � ,�'-f-'�' " i'��, ­�, "-.11., 11,�,� 1. I , � 1�', � , �, ,�­ ­J,��,�. 1, ;�, ,� , , ­,"11'e., ­1 - �, .��? __ - —1 1�� "I I- t�l , , , , . 1�__ � ?" I .� .� I . _ , , , . I , . ( ,)��- I . .� ^ ' . �_�- , , I .1 EASTWO TREES DEPICTED BY SURVEY IN THIS AREA I ".,­�­—, �­ �� ­,".- ,1� �, 4 ��, I , - , _ � , I ,"� , I y -,. � I- i��m .. , , V, `�z, ", - i 1'�,�, " - I � ,"T �11 ��) , "'., '.. " 'e�'. , , .. �,,.,, � .- 3 — I,' ;�.)..,-:�:. I J, I." 1 - " 1"',:,--t'm'., - "," ,.�, ­­ ';z,", . �-,,, ­,_"`�Flv� 'Q)�­, � � .", . " .., � �/ ­1, 1­ I I I'll _N1 I ,� . , '�., � I 7 V - � t Ir. I WERE REMOVED IN 1999 DUE TO WATM LINE AND FORMAIN INSTALLATION. BASE SURVEY WAS �/ � � _,_��. . - . - . 1.,,--� �,�."" , �,.,j , ,,,�,_,` j * 1. - I � - ,F,- - " "i ­`/� ­. ,",�/ - 1�. " q, . -�i�'� 'i, " �� I /x, �. I4- ..� " - - '� � , - -_ - �_. ,.,� - -.1 I P? . I 11 � -a _� I I. I �� - ��_,/ ;, , - ,pl" r..V. ,V . - ,,� � ) .4'. ,e 11­1��, ; 1 _7 ",c) ;_ 41), -_�- I . �, �1. V��._ ,�j� - __ _ � �, - -,, COMPLETED PRIOR THESE IMPROVEMENTS. ANY I'll 'r I ,��` 1�_I�­,�,, _��­ - - ��A � , �, . I .. � m 1, �L�,'� . � , . 111; -,� o'. '� EXISTING TREES THAT MAY REMAIN WHICH CONFLICT _1 � - �,�, ,0i-, . . ",,V . �""1411�; 0, " I , �!/',. _,_� � ,­I� � _`�,F,Aq_ "t - I-, -- WITH 'ME PROPOSED ON IMPROVEMENTS SHAL.Lz ' � I I - � ", ,., , - 'A .0. ­.-m- .1 A_6, 11 I '� . %, , -SITE � . ,- z�111� ,�" "�, ,:_, ... ,.,.-" 1�1,'; ,�!�,__ . 1. I � I,", b�,, 1_ r I : '. w ��' - i, �,,, ­ I . .--. - I ? �', .r - ,� . _� -_ . 6-.V p I t� W � � 11 ­� , ­1 " ,��, ,;�� 11. ­', I - 1. I BE REMOVED. / / - _11-1,_ . _�,_­ ,i, � . i-1, 11 / ,,, 4, Ft) ­F0 , " I 01 �. -q, I _;, � 11 I / e , I / " ,_f­ , I _. "; ,,, .- ,1 ._'4011" . � f,_ ",.. V,.. I'll',', ­�, ­/ � � ,,gwm."'_'y _�.,%Aeo_�A'_ .." .: 1, , �,,� - I :­.. 3 ,., - � � _�� I , / 11 . X'�Z!�* , I -, , " ! 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I Z�1, / / - ,;�", tl�r'�_, �11_11:11 -, S'�,,,�,i�_'�_ . . 1. ,. . , . , - , e, �, I , �, .. . * : � ......� 1:..:.:. � � , . :� ! * - � . ,��, , I I I ,., 1, , / � �: I �� -,�­��,;;, I , --�, - I I ."', -� � -,,- F: :�� I$ 1. .::.. ., � ­.�.:.. I . .. F� _.- la I . 1�, . �f �,� - - �, . . � � . . �,, Z21 . � .. . . .. ", .. ..... I_ - 1 .��..;�, / /� ­ ,�t . ­ � - � . , % �_, _., -; �­ z;­ ;�� _ . . o . , : ... () , m ..., .: .. . . 1. ,::.:... : . . . , 1 .., -,-- __ - 4f:-�_�!, l­�r �� -, ,. � . .... . ­: DUSTING ON-STE U7ILJTY POLES, AERIAL LINES � �_ _�. .__.__1 "'i- - � DENGLOTHON LEGMEND . ...... :,:�.:,t*��'.:� -, ­�-�: -��, �;*.,'.�-',--, *.._ .:-� 111.��, . . .. � � ­ , . I—_ , :. .... �. i lb ­.�i:�,�'­, / 1-a _t1i_'­_ �,_V�K` : - - � -:� - I - -1 - . ,.. . .�.:16,.".. . . . . . : . � jmu,�"A.,F, / . . V..]�".-'.� '._'.'__*...'--m_, ��. i , 1. ._­ - / " � �, � .. ... . . .'' . . , , . G AND ANCHORS SHALL BE REMOVED To umrrs sHoym 1 '' � ` 1, t �--'�, - f ? It", � 11 , -f " ­e - , 0 - 11 1� �­ _,", pl., - , - _1. AND RELOCATED BY THE APPROPRIATE UTILITY COMPANY, 11 _- , !, I -1 - ., -, --- . . I :, .. . �..� i- � C . : . ... � � I � _. . �_ I 11 I- ... -1- I . . . , . - , : ; , - 4� iv �� ��4 , / ,_�, �,_��.,� I _11_�i . . . . � X . �::::,.,, ... . 1:` _.. I IE REMOVA141tELOCATION � 11 S. i� '% . _1 I . . . p.... :.". ... ... I . .: CONTRACTOR SHALL COORDINA1 " 11 . .. .. . I .. �­*­­ .. ­... . ­1 . , I.. ,�. �, .... �,�,, i�, 1� - . � , . . .....'. .� ,. .. .:� ­...­. ,.............I. � . -.:: � . I... . : �.­ . ,. .. . � ;-. ��, - ,� w -, ;' � I . �. ,..... - ., .1 _. � ­ I .. .... . :��.. ­.: .. : , - , " ". 4 L­, - , .4 I . ____ ___ _ NTH THE UTILJTY COMPANY PRIOR TO CONSTRUCTION. " , ; .1. "_ ,/ �v (/' /� ,�` -_,� � � r�, ..: �.. �.. . .. , , - In _ I �f _,?"1__ .. 11�_,1�1:, . - .;:..�* �. ..... - �F 11 ` 1 P, � . �'..,' " '--'_. / , r.o. 1-1.1 , "­ .. ... ..... , .:­:�: - �'... . d� 1. " -- 4,�, ," � �� , � ­ � � �. _:''� � �, :��;­�-', : - . .. �,� 1� _, ",� I - I �� .-,. � I - I - BUILDING . ..... I .. ... - I * ­­f .. .: 1. . . - 1 -4. 1 � I "­ �.. - 'I, - � I , . . . . . . I - . ..... . - ., ? t -' 1-1 1A . ... I....... . I ... ::� .�� - �,: . � . .'. � ... �, .- , t rl ,��, I - . � .. . . .... F-�i�,,p, ,' - , �. " . . . . . ... .:;:. �: ....... �::: . z'_�,/ ': `�,,, ,� " . . �::... _. �, , , I ''A' , , - - � � . . I . . � :.. .. a.b.- . .� EXISTING ON-SnE GAS LINES, METERS AND ALL OTHER "., , �j "'; � - -. ,- ,,, f, /,_-�, -�'i, �'. ... (SEE DEMOLITION NOTES SHT. C-4. NOTE 7) . . . :. . ci,: . _ ­ ".... , .1. b � , � -? _ 4 - d . . . . ,. . I �', "I . - I.. " _,% . . � I . ::. * !-.. .:. - I., .. . I " �' I 11 � .." _.� � . � . .. - - I " .... .- . 0 ASSOCIATED ITEMS SHALL BE REMOVED TO LIMITS SHOWN ""ijp"_-�- ". ��. I ,,�:, ,��,;.. lk'.�, ", :., 2 ", . 1. . - - O.:.� ,.: - ,.: ..1. �,-,.'..:� . - , '' " . ... -, " . ­ .. I.... . . ,. �� - - , . 1. 0 .. . �:,:.. : . I ... - T, ­ -­- - - , r,e -: " I . . . . .. .. . .< I *­ " - . � CIP ....0 �� * �. .. . %� AND RELOCATED BY FLORIDA PUBLIC UTILITIES CONTRACTOR ;-,,, ,,- ,. " , ; i I - --- ,!- �,­'..;`::, '. . . . , , , � � I _�% . - �.­.,F',� � . . . :: I. '-: .--�*.f-. ..,. - - . 1: _­: Z­�­!"'­;Z'l . . , �_ - . . . "I I 11� : .� . �". ... . IN:; y,7��,,,r I!! ,, , ", ", " I I , . i ,.;�2 ... � � �. " " � " , - - � M., - , : , - - _�, , ,� . . :� ... : . '. . � !� :1 I,. � lj. ... I �, � .. . . . . . , . . ----- � �,;�, - - - , . ... , ,".. .... - �:: : , . ; - I , _,�_ ,, - 1. . . ... ­ . cq... ... ., .. 1. ... :, SHALL COORDINATE REMOVAL/RELOCATION WITH THE , �, I" / �'.. ,� ", I ­­-.1 . I : . .1 . . . .. " I �;F I ­, - � � . . . . . P.� ...'o. '. . - , ,7, � � ... ... ;-., - . . ­ ...� -�. ..: � f :.. ... :�..'�:* - 1. .. , �� - - , ., . " L' �',', - . 1: 14):�:. --'..., . �; ; � . � wl.. - - :. : ,,d� UTILITY COMPANY PRIOR TO CONSTRUCTION. I , �, ... ,,d� � I , .. = CONCRETE MATERIAL .. ... . .11 . . �-,. :- ;-�I:�; :�, .: . I... . .. .. : - : � . ... - � .2:: � . . - . I ,.IT �� I . . ..... I .. .. � "I - , . . �.o. R -, - � , �, ., . j . - 0: W __ - , I I "��Fr �� I ... .. � ,, ... ''.- . . .. - .� "...,", ... . .. . . .1 .z , , , ,.�.F, �� 11, - I �,,� (SEE DEMOLIIION NOTES SHT. C-4. NOTE 7. 11, 12 & 14) : �. .1 **�_.:;:: '' .... . . � 1, ,�� _. �_�" * . w - � I - ,�. . 3z :.. : � � . : . �, - - �_ . . . . . 4 . � % �.*�.- : .- . ­­ - � 11 . . . %_ ­ .... n, . . , �... .,. . I ,, I I ­ . . I . � . < : %*,-, . .1. � ..... - ,.. . ­ � . , . . . . ,� .; �. �. .. _. - . - � . . I ::.. I ... I-.: .... ,., . . I? 4, �� �>- t, , ,,�. � _w 9/_u . . . .. , ,;, _ "�_ I-- v "\ND SEDUMENTATOGN . EASTING TRANSFORMER & ELECTRICAL BOX SHALL BE , �� , ":-- I t -,�, ` , v, � .. �.., - 2 E Lrr'mu ONON /A I . � I .. ;:... ­.' I �_, . ...': . I .. 1. � " , � w - �. - . .... ­ .1 :.. I , . .. ..i (a REMOVED & RELOCATED BY FLORIDA POWER & LIGHT. � - ,�. - ­ �.!r I- . ,� ;r".�'_ . I . .... I . � I.. � F� o�; . . .... . �.� �.- � I . , ,;1- . . � - "I . . .�..:­:. �.d, . p . . , , \ , 1� I 11 �., ,,,, .. . . CONTRACTOR SHALL COORDINATE REMOVAL/RELOCATION /I " :1'1, ,�,, �, ,�, �, R %4 ]� ( 'I'll' . - %�. :,:. ::, 1::1 - � , I � I � -1:, .. - I ", . . . . L�] .� _ioo I � v:*�%.-� _ .. � _1 ,;L , 1', � - ------ ­ .. �� I 11 . - . . .. . � � ��­ � .. . .. � I . . . '.. ...,: � .... . ­� � � i . I _,� ___ ;, %$eo . - .. _� ,,­: .. . . . .... I.... 7 NTH UTILITY COMPANY PRIOR TO CONSTRUCTION. � / / 7, ,Ifl . 1. �'k , "'ONTROL NOTES = ASPHALT MATERIAL - Iij. : *!,Ft �� _.. . I .111' " , _',�.--��'�z '! .. . _j . . - :n*..� '... �. �.... I. ... - � . . . - ;' ." ­� ��, , 1- " . .. . :*.�. : - . .. . i , - . . ... . - . . ..i . ­..M�. �� ,:: I 0 _� -1, TION NOTES SHT. C-4: NOTE 14 & 15) . I LLJ �. . . � _. � _�_ � . l.: , . .1 ", . l: 1� . �. . / , � ,�, � - . �. /1�n, ,. , (SEE DEMOU .� � - < . ... .. .. .... .1 .. .. I / / L ."", I 1.w %Q'.% I , A ` . . ­ .. ... . : � ,��.f , :��!.�� . .... � �. , � . .. PROTECT & SAVE ENSTING u,nuiy POLES & AEMAL .,vr, �, , :� 1. . 1. ­ . � . _\ ,_". .�,z� '. ;� MAINTENANCE OF EROSION CONTROL MEASURES IS OF PARAMOUNT IMPORTANCE TO O.... :..'<_. ,.0 , �LLJ .: �.:,::.: � :..,. ". I - . 1. . - - . . I . .1 : �, I �-% - .,�, �:1 ... .. - . _ ......... ,. ,. '. 1. 0 - / " � - . :(,n;��., .. . .:. '.. I UTILITY LINES. I ,�, ',.',�, - .1 ,,,, WAL-MART. THE CONTRACTOR is RESPONSIBLE FOR COMPLYING WITH ALL EROSION . . . :� ,. ,.1. � . . . �'. . : �! �., �. ... �� I " 10 -.);:. .., � ;,:.��,.;.: . , ,­ I LIL �1­1­ ­ .:Z:: - - 1, ­ - - - .. ._... . ,: � ) - , - _­ , i � .. . .� ,.. . _ - �� � , " / " V­ ,..� �-,�j � I-- �.: .. I :1 . . .._ �_ ­ , " ,�,, %�.__ - I �jl . I CONTROL MEASURES SHOWN ON THE PLANS. THE EROSION CONTROL SYSTEM . . .., ... . �'. ...'', ­ �, � ,. , lu ,:.�,�:::�.­,�.-.'.. - ... I .:. - I . : ­ , -, �� I . . ... .:. ;.� ... _ - ...­,: � . . -1 j / 1�� % .- .:. I-— , . .1 . . �_ . . , I - _ .1 � . - � . �. . . ...... . . .... . ... ,. � / , 1�__ s ��­�' I - MILLED ASPHALT MATERIAL � . . . .. . ......,.I.: I...... - .... , , elol�' ,,­1 �, ;"" . � .. � : , p. I. .. .. .. �.. - . .: ...... " - I I .. : .... ...:. ....:��- ��..�::. _� ... ... .. .. . b �. , . 1. . _. - - I _� _� - I I , - 1��111 TING BWMDS (TYP.). (SEE DEMOLITION NOTES SHT. C-4. NOTE 15) . I 1. . I I . ::!!�.:��.�_". �.'.�: - - : , ., DESCRIBED WITHIN THE CONSTRUCTION DOCUMENTS SHOULD BE CONSIDERED TO ... . PR07ECT & SAVE DOSTING LIGHT POLE & LIGHT POLE ',,� , b - ,4 / * � - � . PROTECT & SAVE EXIS REPRESENT THE MINIMUM ACCEPTABLE STANDARDS FOR THIS PROJECT. ADDITIONAL . ... :: � I __ - I . . � (w BASE. REFER TO SHEETS C-9 & C-91A. � - a w . � . : : - ,11-11 "I . �, I ,. ..." - , I I- "I . - . EROSION CONTROLS MEASURES MAY BE REQUIRED DEPENDENT UPON THE STAGE OF . . I . .. . .;: � .1. _�:�, * : : :: j: ... . . . ... . ,. I - . I . .. - . � ­ I... � �, 1_ ­�, . . oy 'A, ,�,� " . . . - . . . � ..�. oig I Lll� t:.� ,,-�; - CONSTRUCTION, THE SEVERITY OF THE RAINFALL EVENT AND/OR AS DEEMED NECESSARY .. 4 . � . - ; ­_­�: .� .. .. �. ;.. � . I - . . �. . .. :� ,� ­ ,1 � ­! . . � �: - �.. I ­ 1. . .­ 1. . . . , . / 1� �_ RD40VE EMNG DROP CURB. COORD. REMOVAL WITH . ­ �. . ­ . , , AR REMOVE E)0S7ING LIGHT POLE & LIGHT POLE BASE. I . : 0. : - '. .. I .: ­.­.__.�- �:: - . .. .. .. : �341 I �, AS A RESULT OF ON -SITE INSPECTIONS BY THE OWNER, THEIR REPRESENTATIVES - I . ... ..., I . �.. I :,�� '. ::�.., 11 '... ::.:�` - : .. , , .., .- - / --" SHEETS 0­6 & C-6A. _e%� . .. �.. - ..I. ... ... f_ .EAS �_,., /�­' -cNxN1/_%_v%1 __ ­ Z - : ,. .. , �:��.' , - a W &,�S, % 0 EXISTING POLE BASES LOCATED IN PAVEMENT AR ,e, _11 ,�,_�,-,-�- ,�, r. . 8 I OR THE JURISDICTIONAL AUTHORITIES, THESE ADDITIONAL MEASURES SHALL BE LI R UTILITY LINE TO BE � 1. . ­ ��:�..�� -, . ... ''I'll, 11 1. .. .. : -� ..-�:�� . :..�.­­. * ".: ; 1,111"" _�� , ,� "Ill,*, . . �. �;, . '... .. � , - - : REMOVED I '. .. - - .:�d�... . _.� ::-:" -, , WHICH ARE REMOVED SHALL BE BACKFILLED AND W5,27W j­­ .5- "U" 1179- 1 INSTALLED AT NO ADDITIONAL COST TO THE OWNER. IT IS THE CONTRACTOR's . 1. ..: . - - ­ - �111 . - _ __# v I �'� __ I . .. - . .. . ..... . f qq ,, ,,, I � o;� w � " 1 ,�.� - ) m .. ,. . . , t ,"� A-, N-a p p - � I - . ... . .�. ,::,�* �-. .- COMPACTED TO WAL-MART PAVEMENT SPECIFICATIONS. kIlD �.; ___ 0 PROTECT & SAVE E)GSIING STRIPING ULTIMATE RESPONSIBIL17Y TO ASSURE THAT THE STORM WATER DISCHARGE FROM . � . - ...*., - � ..:..,:, . I � I- , . � .0: �.*.: . ,: .d.... . . 1. I. � I ... . , .: .,.�.: . . . . - - SEE SHEETS C-9 & C-9A. I,— . w . � *- :-. - ��.-�.--._. . . . . REMOVE EASTING STRIPING TO LIMITS REQUIRED -TO 11 THE STE DOES NOT EXCEED THE TOLERANCES ESTABLISHED BY ANY OF THE Ix A, * ...... . � : '. ,.:.,i..'. ... ­ d ,.,.. ` 1. : : . .... " ...'... _ .... ' - - � ­.. . :.. 'A', .. - . ­.. * ,.. .. � :. F � 'OR TO CONSTRUCTION - TREE TO BE REMOVED . .. W. . , .. ­F: �....i.�:..:�..:. a INCORPORATE PROPOSED IMPROVEMENTS. SEE SHEETS EMSTING CATE 94ALL BE PAD LOCKM PRI JURISDIC11ONAL AUTHORITIES. .i, . . 1. . ... ­.:1:,'.�...�.,.. 1. .1 . � ... I . . ...... ... �. ,,:..-. .. .. .. ... _::,, �.. I.I....a....F�: ... .. .�: , . . " . NEATLY SAWCLIT & REMOVE DOSTING CONCRETE RAMP. C-S& C­6A. ! * AND KEY PROVIDED TO STORE MANAGER. . �J: . ....... .....".. ._� . i . . . . . .. .:,:,::,:�:�., ..:.. a q ... ... ..... .� . .. . .: .-.­...1­.- � I. (a W �� . � 1 ..,. ........ . - ., . � ... ... � ..:�. ,._... . . k .. ... , . __ �::: � ..... .:...: � i�' 1..�..:,-..-. i I I? .1 * :: .. , . � �!.:.... ....:- I.. ... - ... . . . I . ___.... _. , . ... I PROTECT & SAVE EXISTING WATER Ill VALVES & ­ PROTECT & SAVE EXIS71NG TREE MAY 4 .�. .: . I. :,., *. ,� - UM17S OF 1EXISTING CURB REMOVAL 2001 * . - �. .. ..� :!:.,-.:.-:*.,*.-:*. .:. I . .�.I......:...�.....:...:.::-,.;*.!.... - G PR07ECT & SAVE EXISTING WOOD FENCE. (a APPURTENANCES (TYP.). (9 (D - . . . � .. ...... '-: � . .... . ..... :�F . .. :� . I ..... I .... � i.::....: � ,:,� ....'.... . .. !.,�:.:.�.::�:� :..f:....-... * . . - . . .. .... . � 'I... . -��:�_*_`:�_:� .. ..... � , I � - �_-..:­.. . .. __ - ____ - __________ .. . ..... i �.-..­. 1 . �: � - nommomwagoon .. , �-,_: , ..., ,�. ! A�wl _11.­........�. I . . * ­_., - ... .. _ .. . :..._� ­ * - � ....... � ,.. - . . .�� .:;I� ..,. �­­..:;; . .. . . .. .I.. I.. I ­.: * �.]��:�*..,,.�i.-.....-.�.�:�-,- ! \ ­ . . �.. %, . - I : .,. I . . . ­.i: :.::: - .::.::..::.�_!�.:.�._� .:_� �_.;. - - - . ... .... . . ...... . ..p. . . . . �''. � . .. .1. . � - ­ ­ _ . - * . - , . 1. I ., .. �......­: - - *� _.. �. I . .. . . . '' .:.:��.��.:��...���::.*�'..*...-.�.*'.�l.*,,....:.''.,., . . I ..... . ­ .: ,:��:-�.�:.::::�...-.: ... :....;- _-,�� �- ! - . : : I ... . ....:...� -.........� - - � ... ,_ I . . - -1.w. - ..�..,__ `�`��!�'. i . , � . . .... .... �. 1� .. "."..;- �_.�:::��'......, .�'..� ... : I . ... ..... . : ... .�. �:_.­:_�i i � . .. .1. .... ..�...,...:.:*��,:�:�..:.��.....*..-*.,..''� :�:: -:,*,. '. . . . .. - .:�_ ... �.- :!_.�: �: __ .... �:� I .... . �.. � 1. ­.. ,. I .::; .. � ..i:::::::� ;. ... . - .. - �.._�:.. ,:, ,.-,, . ­ . .. , _;:, . . . .. i. � .... .:.�_I:,.*_:.��.,: � � . .. ":: I ­_'�.�z��:.. . ..... . .1 ...�'....::....:i���:::.,�'i...�,I � I I ­. .. �.... tm..F_ 1 71 77 :7 . . ......... . .. . . ... . ....... . . . . . ....... . . .... . .. ....... . .......... 45 V n 1 7—A 9-2 W V.. TROL NOTES 58 6 ERR SHEET C-4 FOR F.D.O.T. R/W 42 SUI To NG & TRAFFIC CON SR. . .................. 50' . . . .. ...... cR AM ---- -- . ...... . . . ......... 54.5 _4� TA�FR . . . . . . . .......... . . ..... . . .......... 42 --------- --- 2-R. PROPOSED PROPOSED IV CITY ��6s-m P Iw CITY YLON SGN[ SERVICES EASEMENT (TYP.) TO RENIN SR. SERVICES EASEMENT (Typ.).ms A sPROPOSED 0.82 AQ* OUT PARCEL 0.&1 AC.* tOUT PARCEL ON TO U.S. 17/92 FROM D U� '1; 4; - I - , . ,, � . . ... DIRECT ACCESS WILL NOT BE ALLO ::' :Slg� THIS FARWflL BE ALLOWED DIRECT ACCESS WILL NOT, .. ...... ... `04 ON TO U.S. 17/92 FROM THIS PARCEL sSWSL_T/a 'WSL T/6m I-oo 4&04! cd S cc 54.54� 45.06- 44 cd 67.01' CL 25'R. <2 2 4 < 35 ........... . ..... N ........... ... .... 15'R. (Typ.) .......... .......... ...... 20'R.1 . . . . . . ... . . . . . . . . . . . . . . . . . . . . . qj .. ............. 793.50' ........... ............ .................. ................. % .!i , 1sLJ �j �A .. . ....... 5 61 'I 1 1 H7 is Lo N 23-38'50" E 396.7 N 233B'50 5'R.;r / l - , i- 396.75'. . . ..... ....... . 2// < => THIS SECTION OF PAVEMENT CONCRETE o 1 0`R REM ENTIRE SECTION OF PAVEMENTIN Li- IHE RETAIL CENTER SHALL REMAIN N 23'38'50" E a tSHALLREMAIN AS EXISTING. I H I'l I I I H I I I TflT-T .(.ryp.) m N 23'38'50* E r 396.75' u nipRFn rymAPT WAACDV MnTM 2A 396,75' % . . . ......................... ... . . . . I H I H I I I I H I I U7 P 4., W2 In I H I I t 70 %j A01 -38'50" E :YR.(TYO.) 396.75' N 23-38-50" E 396.75 TYJP -is 23 ul Sw&le(TYP.) c> 11) Z Q! < 16 4_t, 16 m TLL Is t; Is I'A =4 ___T1TFFTFFF` T11T 4-lu 6a Tl__� JT I I _U I I H _TFFF 23*313'.50" E N . .. ...... imis sEcnON 396.75' N 23*38'50 39&75' 15' (TYP.) OF CONCRETE SHALL 15* i TYP.) REMAIN AS E)=NG. => S ms! Z� e. . . ........ ....... ... It rypjosl , : R-0 Lk =won .1, H I I I I L CPO iTtTyp) N" >66,50' 64w.0 MATCH LONE s�IDVF7 71.75 0 -u, ; '�� n; W 1: .. - I. 64.00' ­­c4> 66.50' 71.75' 64.00' x. 1-00z— 64.00'Lq 66.50 R F.Ir C! .. ........ v PROPO z z mamma -77 SED 5' WIDE CONCRETE Zj\SIDEWALK -4, M Tr. -7. u (TYP-) (n -�X L, ll� LLI . . ... ............. . . . ....... U) ul SL �(Tj ........... ........... . ..... .. Y70 A Yh� .(Typ.) lei, PROPO= ASSOCIATE PARKING AREA 35.77' I a $66'21'10*E X 23.50 ou (92 SPACES) SYSL/4- (7W.) SEE 14 0�4. NOTE 23 24 cn _7 M., ko 28.50' cn '47 00" Ln r —Z ; " I il I I -J -25 2 f EQ F=:� - m C* 10) 0) S 10.75- 05' "its, ��-N 20'2Fin s//) VIM 9 m S6� �611 7 C4 41 m F1 J_o s" ;VA:i a4 7"7,15' 45' 12. 5rTM QE ME —Z!, V (,DOC "FfT—yp N lut, Y co ou 0 co PU L 573 is __v4 L ee -je— if C4 5'- 15' c� Ls Y� ", :'i, z i *i0of ZE I ]l C4 m R Iq 'All (17) 14 14 3 _?7 2�\ iR. 778 (D8 . ........ . .. �sr - - �i ! `7'7­4 7j, r' -k- jtg NIP K� (27,) L7" Ll cA (A to k "i EE] 7 7- 7-11 1 -N 'R. M. W(TYP.) '0 <2 (4 -ail 12-7 ig C4 A 4573 iff -4 U4 25 _U V 3-R.(TYP.) L T k I- e, 7e % ml CD CD S q CONTRACTOR SHALL USE OCTREME CAUTION WEN Tip, 1, INSTALLING POST FOR 04AIN LINK FENCE DUE To VR b, C(A2 IL ( CLOSE PRO)(IMITY OF E)aS7ING; WATER MAIN HY I I LZLJ�:; Iz- 12, 20 R GAS MAIN. FIELD LOCATE SAID UTILITIES W �AZS -_(A4 AS (p) 03 ol Du L 10"R�(TtP.) s-�- ==N23' `79 ENSURE NO DAMAGE IS INCURRE 14 6A,00 71175' D 42' 5. 718 N05'1 7'58" ,4 V........... Zl CD j.. 703 "40 (S) 2. (o r i 7FE) L', 115!R A� f/ TING VEGETATIO .............. SWSL/4* .............. EMS __Nt ............... 0 Z3 GRASS FEW TREES%, GAR . ....... V+ DEN CENTO-Ra— . . ....... \21 ........ 8i ............. . . . . ...... S 1, �mb N _c� L0 Ld 23_'38!50'_ W,�' C4 �,; - -- + z ,igg- Jl r7 i 66A is vr j - Woo L,; __,; ��, �60 R V) n P� 0�< L0 !�,%, Ar, P910POSELP X q 0 m 4 RElrA9L 8, u- w 1� el 6�950 S.F.± R 8, A, t !is t �PJ (S) I WO. J'YPV�3' ------_--- -"4 0 to 11 Ou L-Li R A 4"' PC. j r u . PROPOSED 4'. C D (80c) 4.. Q il lj5 C 'd U .0. q 02. 6 50 FORE STATUD z, 21 A y U) ZM? 0 (D N Al. G AREA A, . . ........ NOTE 23 24 y 4 (114 SPACES) SYSL/4- �INV.) SEE 1.41 AC. i.5 EXPAN 0,(Typ.)� PROPOSED ASSOCIATE PARKIN MA own= it, D :D C7) 'CD CD _j CD CD 4 J 17 17 I N I I 15' (TYP.) 15' 31 . ... .... - E C4 C4 IHIS SECTION OF CONCRETE SHALL <= (TYP.) N Z3'38,50 N 23'38*50" E 396.7f� 396.75' REMAIN AS E)(ISTING. T 0 => C* rs) S CD 1� 011 y 0 I51R.jTYP ... ......... A. W, Co V -LLLLLMIL 0 V_ S) N23-38'50'E Man`*= PRC& 7 93.50' MATCHUNE U w t� - 6.506 75. :�.66.50' 64.0 71.75' 64.00' 6 R F.To 'o (d, vjSL, CRETE A' PROPOSED 5' WIDE CON �ih t A W-29 0 SIDEWALK (TYP.) ... .. .... ... L U- 35 X 5!(TYP.) ",76t iN.- ASSOCIATE PARKING AREA ------ - A4 -:77 '47) 35.77' 14 is jA @5 ul 15 15 Sr.6-21-10-E 4U (92 SPACES) SYSL/40 (TYP.) SEE 15 x C-7,4, NOTE 23 24 2t �E k 23 11 .1 Q, I,- -LA tn (A in 7. �j (n -10.75* 1 F7-,r ------- 2 C� m Ci C� m 79-5T 02.612.5 m m 5312.5 ;1 V 19=5 19=5 12.5'12.Sr 18 1 26 .7 o) 4 0 1_17,5'� 15, 4' 7M I NT,� I A m r I 7, 11 __,r e' 14 C4j b L4 fA C4 ICA L4 IP P Lq ICA 14 S 48 0-ityp.) N 5 __14 L4 wn . ...... .. 4 A; �2 r 0 5 CONTRACTOR SHALL USE EXTREME CAUTION INSTALLING POST FOR CHAIN UNK FENCE DUE TO 12� 12' CLOSE PROXIMiTY OF E)USTING WAM MAIN I/ LL_ L4 O'R .2 �>42 GAS MAIN. FIELD LOCATE SAID UIUES 70_'�,' to .4v 42-08' ENSURE NO DAMAGE IS INCURRED. N 5 9 5' -. L:j 0 M 43 A M E)USTING.VEGETATION, 15 1 R 7 cn ........ GRASS FEW TREES ................. .. ..... > 56 8ARDEN CENTER­ 'R. Lr- 0 745 . . . ....... . . ........ . ... . .. ........... . < cL L4 f24YtA_ 0 V, V) Ln 76�11 DROPOSED ilL 6� Z, RETAHL SP. 4.1 R &'950 S.F.± 51 0 00 0 (S) C) 0 0 In 11 v 9.5 kTYP.),/ 3'R-(TYP.) C4 S 23'38'50 AA 'i r 00 el r (.11 Dell DR'P:k 44 WAL FORE STAT 2UTUR E! M^RT .01 ASSOCIATE PARKING AREA 1.41 AC. 4 A 1w(Typ.* (114 SPACES) SYSL/r (TYP.) SEE < NOTE 23 & 24 -4 6 103,141 S.F. EXPASI 12 .0 1 - 207,821 S.F. TOTAL BUILD. AREA ZA .0, CONTRACTOR SHALL REFER TO ARCHITECTURAL PLAN S 55'FL-/ PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING FOR EXACT LOCATIONS AND DIMENSION� OF EXIT UTILITY ENTRANCE LOCATIONS� '4' ""NTE- DATA 1. REFER TO SHEET 0-4 FOR GENERAL SITE NOTES ZMING INFORMATION Z.- EXISTING k)5E 2. ALL SIGNAGE SHALL BE PER 49 KIMCO PROPERTY (WAL-MARI): GC-2 GENERAL COMMERCIAL - CITY & F.D.O.T. REGUILA11ON A S VEAL PROPERTY' GC-2 GENERAL COMMERCIAL '4 DR. SMITH PROPERTY: MR-2 (TO BE REZONED GC-2) HIGH DENSITY. RESIDENTIAL PROPERTY AMEAGE %MMFRY 01 U). PRE -EXPANSION: .. .... ...... . .... . .. . .. (n KIMCO PROPERTY (W/ AMERICANA BLVD.)- 1.781,625.17 S.F. (40.90 AC.*) VEAL PROPERTY (PROP. E. RETENTION AREA), 11.3�4 IF. (111 Al.±) S' WDE FIRE LANE WITH 6' WDE PAINTED TRAFFIC YELLOW STRIPING AT 45� - -- - - ----- 5. DR. SMITH PROPERTY (PROP. N. RETENTION AREA): 87,6 5 2. AC.± .................... 01 a C Em (TYP.). WENDY'S RESTAURANT PROPERTY: 40,950.77 S.F. (0.94 AQ 'NO PARKING FIRE LANV MESSAGE PAINTED TRAFFIC YELLOW ON PA VEMENT FIRST UNION BANK PROPERY' 31,328.53 S.F. (0.72 ACI KENTUCKY FRIED CHICKEN RESTAURANT PROPERTY: 34.616.33 S.F. (0.79 AC.± AT 7V O.C.. LETTERS TO BE A MIN. 2' TALL 4 TOTAL SITE AREA: A. .2,129.48 .89 &F. (48.88 Ar A ­ PEDESTRIAN CROSSWALK WITH V WIDE THERMOPLASTIC STRIPING PARALLEL TO DIRECTION OF TRAFFIC AT 3' O.Q UNLESS NOTED OTHERWSF. SEE PLAN VIEW FOR LENGni. -EXPANSIM POST 773,103.24 S.F. (17.75 AC.±� SWSLA Z. WAL-MART TOTAL SITE AREA. KIMCO TOTAL SITE AREA. -YIELD- PAINTED YELLOW ON PAVEMENT (TYP.) SEE SHEET C-13. 861,308.48 S.F. (19.77 AC.± v :4 PROPERTY DEDICATED TO CITY. (20:1 MAX SLOPE) SEE ARCH. PLANS FOR EXACT DETAILS. RAMPED PAVEMENT TO BE FLUSH WTH TOP OF SIDEWALK DR. SMITH PROPERTY (PROP. N. RETENTION AREA): 87,616.55 F: I A AMERICANA BOULEVARD: 95.546.80 I'a S.F (2. AC r PORCH. RAMP PAVEMENT TO TOP OF STOOP (200 MAX SLOPE). SEE VEAL PROPERTY (PROP. E. RETEN11ON AREA); 205.0111 I.F. 11 A We4DYS RESTAURANT PROPERTY' 40,950�:77 S F 0.94 AC.:k ARCH. PLANS FOR EXACT LOCATIONS AND DETAILS. 51 FIRST UNION BANK PROPERTY' 31,328,53 S,F. 0.72 AC.± INTEGM CURB ALONG SIDEWALK. SEE ARCH. PLANS FOR SPECIFICATIONS. KEN11JCKY FRIED CHICKEN RESTAURANT PROPERTY. 34.616.33 S.F. 0.79 AC�± TOTAL SITE AREA: Z129.4431.89 S.F. (48,88 AC1) TIONS AND DETAIL CONCRETE SIDEWALK, SEE ARCH. PLANS FOR SPECIFICA W WOE CONCRETE WALK-THRU NTH INTEGRAL CURS (TYP.) E)OSTING VEGETATION,A BUILDING SETBACKS., FEMA MAP NO. 12117CO045 I, DATED SIDE. 10' SIDE 96.49 S. SIDE (EAST. BLDG. 62.07- N. SIDE (EXIST.-BLDG.) REAR: 20' REAR: 142.37' (PROPOSED BLDG.) APRIL 17, INS EXACT LLCATIONS AND DETAILS GRASS & FEW TREES APPRO)aMATE L.00AMON OF 100 'YEAR REQUIRED: PROPOSED. SHEET '(EXISTING BL=) S' DIA. GUARD POST (TYP.) SEE C-13. FLOOD PRONE DELINEATION UNE PER FRONT. 25' FRONT. 46.21 AT GRADE OVERHEAD DELIVERY DOOR LOCATION. SEE ARCH. PLANS FOR mm rE EXISTING WAL-MART BUILDING AREA. 104.880± SF. EXISTING GARDEN CENTER AREA: 8,374± S.F. SHALL BE SPACED IV 0.11 CENTERED ON D= DOORS AND PAINTED NTH f ROT m7gom 4" WDE X 13W LONG YELLOW TRUCK ALIGNMENT STRIPING (TYP.). STRIPES EXISTING SHOPPING CENTER RETAIL AREA ALKYD PETROLEUM BASED PAINT (2 MATS). (NOT INCWDING WAL-MART): 213.196± S.F. (VEAL PROPERM/ EXISTING SHOPPING CENTER RETAIL AREA 51 . ..... 12' X 36' COMPACTOR PAD. SEE ARCH. PLANS FOR EXACT DETAILS AND (INCLUDING WAL-MART); 317,876:k S.F. SPECIFICATIONS. TO BE DED100 EXISTING SHOPPING CENTER TO BE REMOVED' 63,567± S.F. c3TY EXISTING SHOPPING CENTER TO REMAIN: 149.63CUL S.F. U TO THE CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE NTH LOCAL -MART EXPANSION AREA. POWER COMPANY FOR REQUIREMENTS AND SPECIFICATION& PROPOSED WAL 103.141± S.F. PROPOSED WAL-MART SEASONAL SHOP: 4,982± S.F. 0 (AI) AISLE SIGN SYSL/4!' SINGLE YELLOW SOLID UNE e WDE PROPOSED GARDEN CENTER AREA: 9,795± SF. DROP CURB (SEE DETAIL, SHEET C-13A) PROPOSED TOTAL WAL-MART SUPERCENTER AREA:- 207.821 ± .F. C=jj (F) NO PARKING FIRE LANE SIGN SwsLle SINGLE WHITE SOLID LINE 4- WIDE DIREC71ONAL ARROWS WITHIN ENTRANCE DRIVE SHALL 9 PROPOSED NEW RETAIL SPACE. 8,500:1: S.F. BE WHITE THERMOPLASTIC PER FOOT INDEX NO 17346. (P) PEDESTRIAN CROSSING SIGN CaSL/4" SINGLE BLUE SOLID LINE 47 WDE NEATLY SAW CUT. REMOVE MATCH DO SHOPPING CART C:O1*0LL (TYP.) SEE SHEET C-13 FOR DETAIL STING CONCRETE SID PROPOSED TOTAL SHOPPING CENTER RETAIL AREA -MART): 5' WIDE CONCFETE STORM DRAINAGE FLOW THROUGH (NOT INCLUDING WAL 158,130:k S.F. OYSL/4` DOIJ13LE YIELLOW SOLID LINE 4- WDE TOTAL PROPOSED SHOPPING CENTER BUILDING AREA NEATLY SAW CUT. REMOVE & MATCH EXISTING CURSING. (s)- STOP SIGN (111-1) CHANNEL WITH INTEGRAL CURB (TYP.) 10' X IV STRIPED AREA PAINTED SYSL/e AT 45' AT 4! O.t AT AS CRANE (INCLUDING WAL-MART SUPER CENTER); 365,951± S.F. -5) LOCATION. SEE ARCH. PLANS FOR DETAILS, (RO)- RIGHT TURN ONLY SIGN (R3 NEATLY SAW CUT, REMOVE & MATCH EASTING CURSING PAVEMENT. NEATLY SAWCUT. REMOVE & MATCH DOSING PAVEMENT SYSL-T/6- SINGLE YELLOW SOLID UNE-(THERMO.) 0- WOE CURBING TO THE LIMITS REQUIRED FOR CONSTRUCTION OF LAND COVERAGE 5UMMARY ONE WAY SIGN (ARROW RIGHT) (RO-1) PROPOSED TYPE 4 CURB INLET PER F.D.O.T. INDEX NO. 210. S%SL­T/6- SINGLE W411E SOLID LJNE-(THERMO.) 6- WOE INTEGRAL CURB AND GUTTER ADJACENT TO HEAVY DUTY CONCRETE 0W)_ PAVEMENT (TYP.). DOSTING SIGN SHALL BE REIAOVED/RELOCATED. ALL EXISTING (NP)- NO PARKING LOADING ZONE SIGN (R7-6) PRE -EXPANSION IMPERVIOUS AREA: 1,223,676.4 S.F. (72.56%). ASSOCIATE PARKING SPACES (209 SR TOTAL) SIGNS REMOVED SHALL BE SAVED AND RELOCATED IF IN 2%) W HIGH OiAIN LINK FENCE (Typ.) PRE-D(PANSION OPEN AREA- 462,402-0 S.F. 27.4 VERTICAL CONCRETE CURB (TYP.). 8 0. GOOD CONDITION AND CONSISTENT NTH CURRENT WAL-MART. (NT)- NO TRUCKS SIGN (R5-1) PATRON PARKING SPACES (731 SP. TOTAL) POST -EXPANSION IMPERVIOUS AREA. 1,384,073.23 S.F. (71.82%) 'Co. U) 'A F.D.O.T. CITY SIGN SPECIFICATIONS. CONCRETE CURB AND GUTTER (TYP.) SEE GENERAL (2) 5! 2-WAY SWING GATES STANDARD 18 (Ti)- WAL-MART TRUCKS SIGN (ARROW up) POST -EXPANSION OPEN AREA.' 542,960.23 S.F. (28,18%) SITE NOTES SHEET C-4, NOTE 3B. NEATLY SAW CUT REMOVE EXISTING CONCRETE RAMP TO LIMITS CONNECT PROPOSED CHAIN LINK TO EXISTING HEAVY DUTY CONCRETE (BOX IMPERVIOUS ASSUMED FOR PROP. OUT PARCELS) (T2)- WAL-MART TRUC' KS SIGN (ARROW LEFT) REQUIRED REPLACE & MATCH PROPOSED CONCRETE SIDEWAL.K. REPORT INCLUDED IN DRAINAGE ANALYSIS. SPILL TYPE 18* CONCRETE CURB AND GUTTER (TYP.) SEE GENERAL STE NOTES SHEET C-4, NOTE 36. LIMITS OF PROPOSED ASPHALTIC OVERLAY NOTF_ FOR MMG SOILS REFER TO SOILS TRUCK ENTRANCE SIGN (ARROW UP) HEAVY DUTY ASPHALT V WOE CONCFEM STORM DRAINAGE FLOW THROUGH CHANNEL (T3) DUMPSTER PAD LOCATION. SEE DETAIL. SHT. C-13A PARKINQ INFORMATION-. 0.: TRANSITION CURB (TYP.) CONTROLS FOR SIREE11 TERMINATION PER FOOT INDEX NO. 17349 M CURB. VATH INTEG (T4)- TRUCK ENTRANCE SIGN (ARROW RIGHT) Ld 9 LIGHT DUTY ASPHALT TOTAL SHOPPING CENTER: CURB RAMP PER FOOT INDEX NO. 304 (TYP.). :e WDE WHITTE THERMOPLASTIC STOP BAR (TYP.) PROTECT & SAVE DOSING CURB EXISTING CATE SHALL BE PAD LOCKED PRIOR TO CONST. (T5)- TRUCK EXIT SIGN (ARROW UP) PRE -EXPANSION 1.416 SP./318.924 4.44 SP./1.000 S.F. AND KEY PROVIDED TO STORE MANAGER. HOLLOW YELLOW PAINTED TRAFFIC FLOW ARROW PER DETAIL SHT. C-13 (TYP.) 51 W -15 DOSTING CONG. DUMPSTER PAD SHALL BE REMOVED POST -EXPANSION 1,653 SP./365,951 4.52 SP./1,000 S.F. DE CONCRETE FLUME SEE DETAIL, SHEET C TRUCK DOT SIGN:(ARROW RIGHT) NEATLY SAWCUT & REMOVE EXISTING CURB TO THE LIMITS RECONSTRUCTED LIGHT DUTY ASPHALT RECONSTRUCTED IN SAME LOCA71ON TO INCOWORATE REQUIRED FOR THE CONST. OF PROP. CURB RAMP PER AT LOCATIONS SHOWN ON PLAN . ... ...... CROSS WALK STRIPING PER FOOT INDEX NO. 173". LIMITS OF EXISTING PAVEMENT REMOVAL PROPOSED IMPROVEMENTS SEE SHT. C-8 & C-8A)., FOOT INDEX NO. 304. TRUCK DOT SIGN (ARROW LEFT) PROPOSED WAL-MART & SHOPPING MTER: SITE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL EXISTING BUS STOP STRUCTURES SHALL BE RELOCATED TO LE ARKI &19 WHITE THERMOPLASTIC ACCESSIBLE SYMBOL PAINTED ON PAVEMENT PURPOSES ONLY AND ARE NOT PART OF THIS PROIECT. DOSING CONCRETE RAMP SHALL 13E REMOVED & REPLACED W/ [9-D] ACCESSIB P NG SPACE W/ r/ 71 TOTAL NUMBER OF TRUCK LOADING SPACES 9 SPACES RECONSTRUCTED HEAVY DUTY ASPHALT INCORPORATE PROPOSED BUS STOP CONFIGURATION PROPOSED PAVEMENT SECTION BY OTHERS ACCESSIBLE PARKING SIGN (TYP.) WAL-MART PARKING: 937 SP. 0 4.51 SP. / 1.000 S.F. (ASSUMING 207.w &F. BUILD. AREA) TYPE "E* CURB PER FOOT INDEX NO. 300 4' WIDE CONC. MEDIAN. SEE DETAII� SHT. C-1.3 PROPOSED CURB CUT RAMP LOCATION (SHOYM DASHED) IN FRONT REMAINING SHOPPING CENTER PARKING- 716 SP. 0 4.53 SP. / 1.000 S.F. PAINTED ISLAND UNLESS OTHERWISE NOTED. STRIPES SHALL BE PAINTED --mr- POLICE ONLY PAMNG SPACE W/ Eg 1* MIN. ASPHALTIC OVERLAY TO ACHIEVE (ASSUMING 158,130 S.F. BUILD. AREA) OF FUTURE ROSS STORE IS SHOWN FOR INFORMATIONAL PURPOSES z WITH ALKYD PETROLEUM BASED PAINT (2 COATS) AND BE SYSL/e AT 4 NO PARKING POLICE ONLY SIGN O.Q 0 45* AND BOUND BY SYSL/4. SAW CUT & REMOVE DOSTING PAVEMENT TO THE LIMITS STRIPING TO MATM DOSING STRIPING. ONLY AND IS NOT PART OF THIS CONTRACT (TYP.). GMING INTENT CITY PARKING REQUIREMENTS: TION OF PROP. CONCRETE TRAFFIC YELLOW PAINTED TRAFFIC ARROW (HOLLOW) REQUIRED FOR GONSTRUC EXISTING PARKING STRIPING SHALL BE RESTRI'PED AS DOSING. PROTECT & SAVE DaSI1NG STRIPING PROPOSED CONCRETE SIDEWALK W/ INTEGRAL CURB (SHOWN DASHED) IN 1 SPACE PER 200 S.F. OF TOTAL GROSS FLOOR AREA -SEPARATOR TYPE I OPTION 2 PER F.D.O.T. INDEX NO. 302. BA77ERY STORAGE AREX REFER TO ARCH. PLANS. FRONT OF FU11JRE ROSS STORE IS SHOWN FOR INFORMA71ONAL PURPOSES OFF -SITE PAVEMENT TO MEET F.D.O.T. ONLY & IS NOT PART OF THIS CONTRACT. CONTRACTOR SHALL COORDINATE 2e WHITE THERMOPLASTIC STOP BAR SPECIFICATIONS 365,951 S.F. / 200 S.F. = 1,830 SPACES REQUIRED EXISTING STRIPING SHALL BE RESTRIPED TO MATCH EXISING. CONTRACTOR SHALL REMOVE DOSING STRIPING BY PRESSURE 6' RIBBON CURB TO BE PLACED AT END OF PAVEMENT U.S. 17-92 ROADWAY IMPROVEMENTS AS CONSTRUCTED BY W/ ROSS'S CONTRACTOR FOR PROPOSED PAVENENT & STRIPING CONSTRUCTION Ag HANDICAPPED SPACES REQUIRED (2% OF TOTAL) If WASH/WATER GRIND METHOD PER F.D.O.T. SPECIFICATIONS OTHERS AFIER COMPLETION OF BASE SURVE. LOCATION WITHIN THIS AREA TO INCORPORATE THE LIMITS OF REMOVAL REPLACEMENT CART CORRAL (10 TOTAL) NOT& SEE SHEET C-13 FOR PAVEMENT TO THE LIMITS REQUIRED FOR PROPOSED IMPROVEMENTS AND CONFIGURATION OF IMPROVEMENTS SHOWN IS APPROXIMATE OF SIDEWALK. 2X x 1,653 SPACES - 33 SPACES REQUIRED SEASONAL TRAILER STORAGE STALLS (TYP. OF 9). EXISTING STOP SIGN TO REMAIN RESTRIPE AS SHOWN (TYP.). BASED ON CONSTRUCTION PLANS PREPARED BY HARTMAN & MATMIXI& PROVIDED: 38 SP. ASSOCIATM INC. DATED MARCH 5% 1999. TOTAL PARKING PROVIDED: 1,653 SPACES MODIFY EXISTING OR INSTALL PROPOSED ACCESS DRIVE STRIPING & DIRECTIONAL MAY 42001 1�� CONCRETE SIDEWALX NTH INTEGRAL CURB (SEE DETAIL, SHEET C-13). STRIPING PER F.D.O.T. INDEX NO. 17346 (TYP.) LANDSCAPE ISLAND W/ TYPE 8 CURB PER FDOT INDEX NO. 300 (LIMITS OF IMPROVEMENTS SHOWN DASHEID) SIGNAGE AS REQUIRED TO INCORPORATE PROPOSED ROADWAY IMPROVEMENTS. 48 PRO i(s) __-AMIN j �5 CD <D (NJ CD co C7 10 10 (D F-1 U- u im ir Lr V 17-& 92' Lr- Lr11 "'ENE'RAL NOTES HBIG D n-nASU 04WA 0 A'52:NTE . . .... OD:- TION. - I . CONTRACTOR TO CLEAN MUD FROM PARKING LOT DUE TO CONSTRUC DUE TO THE FACT THAT THIS In, RACTOR TO REMOVE (GRIND OR BEAD BLAST) EXISTING PAVEMENT MARKINGS DIE CONSTRUCTION OF THE SITE WORK ON THIS PROJECT IS COMPLEX _N AND IN BUSINESS NTH A MINIMUM OF INTERRUPTION F 2. CON1 SHOPPING CE14TER MUST REMAIN OPF ...... . ....... IN CONSTRUCTION AREA. THROUGHOUT THE CONSTRUCTION PROCESS. THE EXISTING ROSS DRESS FOR LESS (ROSS) STORE MUST RELOCATE TO THE EXISTING PUBLIX SUPERMARKET BUILDING, KEEPING THE TIME INVOLVED IN THE AVEMENT MARKINGS PRIOR TO 3. CONTRACTOR TO PLACE TEMPORARY P MOVE To AN ABSOLUTE MINIMUM. THE STE WORK NECESSARY FOR THE ROSS RELOCATION (PHASE 1) 0 COMMENCING NTH CONSTRUCTION. ALL STRIPING TO BE THERMOPLASTIC IS TO BEGIN CONSTRU CTION BY JUNE 5, 2001 AND BE COMPLETE BY SEPTEMBER 10. 2002� THIS INVOLVES PRIMARILY THE COMPLETION OF THE PAVEMENT AND DRAINAGE IN THE NORTHWEST QUADRANT . . . ..... T1 -T 7 OF THE PARKING AREA IN FRONT OF THE - PUBLIX SUPERMARKET BUILDING. THE REMAINING PHASES OF 4. CONTRACTOR TO USE DESIGNATED CONSTRUCTION ENTRANCE FOR ALL CONSTRUC ON TRAFFIC. 0 CONSTRUCTION COMMON To ALL TENANTS (AS NOTED BY SHADED AREA ON THE SITE PHASING PLAN) WILL NEED To BE COMPLETED BY NOVEM BER 1,5. 2001 OR SITE WORK STOPPAGE WITHIN THE COMMON ENTIR STORE AT ALL TIMES. Lu CONSTRUCTION AREAS (SHADED) IS REQUIRED BETWEEN NOVEMBER 15. 2GOI AND JANUARY 15, 2002- ON MUST BE CAR THE SITE CONSTRUCTI AREA. 0 EFULLY PHASED TO MAINTAIN VEHICULAR ACCESS TO PARKING NE LOCATION FOR STAGING STORE% AND TO MAKE PARKING AS CONVENIENT AS POSSIBLE TO THE CUSTOMERS IN PROXIMITY TO THE 0. IL 6. WAL-MART CONSTR IT IS PROPOSED THAT THE SITE WORK BE DONE IN FIVE DISTINCT PHASES, OF THE VARIOUS STORES. NTH AS LITTLE INTERRUPTION AS POSSIBLE BEYOND THE LIMITS OF EACH PHASE. SOME OF THE ITEMS -7r D INTO OTHER PHASES AND HAVE BEEN NOTED AS NOT Y� LISTED IN THE NARRATIVE MAY BE INTEGRATE SO IT IS VERY THE PHASIN M AND FULLY UNDERSTAND THE IMPORTANCE OF THE NATURE OF AREA MANDATORY. THE 17EMS MAY BE INCLUDED IN EARLIER OR LATER PHASES IMPORTANT M THE CONTRACTOR MUST PR THAT THE PHASING PLAN BE CLOSELY COORDINATED NTH THE CONTRACT 'AL PARIN G AND MEET THE CRITICAL DATES. (OPOSED NTLrrrfa PROPOSED TITLED -SITE PHASING PLAN (OUT PARCEL� THE ACCOMPANYING DRAWING, DEPICTS THE PHAS no n-fl SHOULD BE REFERENCED IN CONNECTION WITH REVIEWNG THIS NARRATIVE. Asumu02*, N OUT PARCEL CITE TING BUILDINGS, CONSTRUCTION 1 COMPLETION IS SEPTEMBER 10. 2001. THIS AS STATED ABOVE, THE CRITICAL DATES FOR PHASE WOULD INVOLVE THE DEMOLITION OF EXIS OF TING THE PAVEMEN POND, CONSTRUCTION OF STORM SEWER AND COMPILE T IN FRONT OF THE PUBUX U2 THE LIMITS OF CONSTRUCTION WITHIN THE CENTRAL PARKING AREA (SHOWN SUPERMARKET BUILDING, IN TIME FOR ROSS TO COMPLETE THEIR MOVE 1A SHADED) WILL BE COMPLETED IN ACCORDANCE WITH THE FOLLOWING ITEMS. PHASE I INCLUDES: 1. ALL LANDSCAPE ISLAN DS SHALL BE NEATLY SAWCUT & REMOVED WITHIN ILLING OF EXISTING 1. THE PARKING LOT DIRECTLY IN FRONT OF THE EXISTING PUBLIX SUPERMARKE' THE SCHEDULED PHASED AREA PRIOR TO THE MI 2. THE PROPOSED RETENTION POND EAST AND SOUTH OF THE WAL-MART STORE ASPHALT. THE STORM DRAINAGE PIPE FROM THE NEW EAST RETENTION POND THROUGH WEIR PIPE TO THE EXISTING WEST RETENTION 2. THE MILLING REPAVING OF PARKING LOT SHALL ONLY COMMENCE PHASE 1, INCLUDING THE STORM SE ............... ...... ............ ......... ....... .. ............ UNION AND KENTUCKY FRIED CHICKEN. WILL NEED TO BE . .... ..... M. & 5: 00 A.M. ........ DURING THE HOURS OF 9: 00 P :_ .... 1­1 ...... ............... ............. ......... ............ . POND, FIRST .. . .. . .......... - .. CONSTRUCTED PRIOR TO COMPLETING ITEM 1. THE EXISTING WEST RETENTION POND ...... .. ...... ...... ............. ................. .......... . . 1. . ............ ....... ........... ............ ......... ........ ................ ........ .................... .................. ........... ...... ....... ...... ............ ............... R.%­ ..... 11 11 ­­ ... ....... .......... ....... ...... ...... ........... .......... .................... .............. ......................... .. ....... ....... ........................ ......... .............. WILL BE ABANDONED AND FILLED FOR FUTURE DEVELOPMENT. CONTINUES ACCESS TO AMERICANA BLVD. Ir .......... ......... .......... . ........... ....... ....... ........... . . ..... ................. .......... * ............. .......... .......... .......... .......... ............................. ......... ...................... 3.;< DEMOLITION OF THE BUILDING BETWEEN EL POTRO MEXICAN RESTAURANT AND THE ............... .. ......................... .......................... ........................... ........... ........... .......... ................................... -- - - - - : . ". : ,-,: .................. ....... ---- TE: CONSTRUC11ON OF THE NEW PAVING IN 'MIS SAME ......... ...... ... . ... ....... ...... . ......... SHALL BE MAINTAINED DURING THE . .. .... INSTALLATION OF PROPOSED STORM SEWER ....... n, ...... ............. ..................... ..... ........... ....... ............. ............... ........... r --- . ................... ........... ......... .................. ........ ........ .......... 7 PIPE TO ALLOW FOR SHOPPING CENTER ......... SIDEWALK WITH 4" WIDE PAN TIED ................. ....... TENANT DELIVERIES. AREA WILL BE REQUIRED TO BE COMPLETED, SO THAT ACCESS CAN BE MAINTAJNLU. ....... ........ ............. WHITE STRIPES, 2-0' O.C. 0 45' THIS COULD BE TEMPORARY PAVEMENT. WITH THE FINAL PAVEMENT COMPLETED IN ...... .... ....... ...... .............. .. .......... ...................... THE CONSTRUCTION OF THE PAVEMENT IN THE NORTHEAST AREA. . ...... . ............. ............ ............ ................... ............... . ......... ........ ........ ...... ...... ......... ............. ..... . .................. .... ... ...... .... .. .... .... ...... - ..................... ........ .............. ........... ........ .. .......... .. .... .. . . ............. ....... . ....... . ....... ........ ..................... ...... t..... . . N.. ............... ........... ........ .............. .... .... ......... DIRECTIONAL IND PUBLJX TO THE NEW RETENTION POND: ....... ILIMITS OF CONSTRUCTION ............ ........ .......... ....... ......... ............................ .......... ....... ....... ....... ....... ......... .... ........ . .. .. ........... ................... ........... . ... . ................. ........... .......... ............ ORDER TO ....... ................. .. ........... .. .......... 4 ... ... WAL-MART STANDARD DE ............ THIS CONSTRU07ION IS NOT MANDATORY FOR PHASE 1. BUT IS REQUIRED IN ... .. .. ... ... .. .......... ............. ............ ................ - � 0 ... M. N TING RETENTION POND IN THE NORTHEAST AREA OF THE SITE . . . ..... . j: *,;-.-,�..::��,9:::::::::::.,�.":.:.:,.,..,.,."..,.-*-",-,..":.:...,......-.............,.....,..� .............. I ...... ......... . . ........................... 4. EXTENSION OF THE STORM DRAIN LINE BEH ....... ARROW PER 1A FILL THE ExIs 9L .... . .............. ...................... ....... ........... ............ ...... OF AMERICANA BLVD TO THE NEW S. STORM DRAIN PIPE FROM THE NORTH SIDE .......... .......................... "'RE11" ................. .. ..... ... .. ....................... ...... ly�` ......... .......... ... ....... ........................ ....... . ... MA ......... ... ....... ........................... .......... .. ....... ---- .......... ............. ........................ .............. ...... ................. -, I * ............ TION OF THE NORTHERN MOST RETENTION POND. RETENTION POND: THIS CONSTRUCTION IS NOT MANDATORY FOR PHASE 1, BUT IS ley ................. REQUIRED FOR COMPILE ........ ............. ........ ........... ....... ......... ............... .................... ........... ................. ...... CL . ................ ....................... ...... .................. ...... ...... ............................ ......... . .................... .......... ................... ...... I ........ THIS CONSTRUCTION IS NOT MANDATORY FOR .. ..... 6. MODIFY THE FIRE FLOW MASTER METER S� 4* DOUBLE TRAFFIC ............. .................... ....... ................. . ............. ......... I...., ........... I ......... ............ ....... .......... .... ........ - - :�1.*.,:.,.1.1.*.117 * I " "" ... ­ * " .................. ............. ........................... ....... . ..... . . . ........... ... . ......................... ....................... ........... ............... ....... ....... I ................ ................... ........ ............. .......... PHASE 1. BUT IS SUGGESTED. ELLOW LANE STRIPE ......... .... .... .......... ............ y < ......... ............ ...... ...... .......... ............. .......... SOUTH OF THE WAL-MART ............... 7. WATER LINE TO THE PROPOSED RETAIL SPACE JUST .............. ....... .................. ...... ............. ..... ........ ............ ............... EXPANSION: THIS CONSTRUCTION IS NOT MANDATORY FOR PHASE 1. BUT IS ............ ............ ........... ......... . .... .... ............ .. ....... ................. SUGGESTED. . ..... ............ ........ .............. ......................... . ... .............. .......... ........ ................ ........ ....... ........... ........... .... ........................ .. .. ........ z - --- ------ ...... ............ . ..... ..................... . ....... cr: & SEWER LINE FROM THE PROPOSED RETAIL SPACE JUST SOUTH OF TH ... .. ...... .................... E WAL-MART ..... ...... ............................ .................................. ................................. - ..... ................... . -- ------------ . .. ................ ...................... Ld ............ ......... .......... ... .......... ...... ....... ..................... ......................... ......... ....... ........ ... ....... EXPANSION: THIS CONSTRUCTION IS NOT MANDATORY FOR PHASE 1, BUT IS ................................... ....... .......... ..... . .......... Y -$A SUGGESTED. ....... 1A . .............. ...... ............... ...... ............ ........ ................ ... ........ 3 B -,,H 50. O.C.(TYP.) ........... =. EXISTING WAL-MART ........ ........................... 9. REROUTING THE SEWER LINE AT -THE NORTHEAST CORNER OF THE ::::::::: !�t .............. (AROUND THE TRUCK WELL AND STORAGE AREA). THIS CONSTRUCTION IS NOT ............ * .................. .......... LLJ .......... ... ..................... ...... .......................... ........... ........... .... MANDATORY FOR PHASE 1. BUT IS SUGGESTED. ........... ... ........................ .................. ............... ............. ...... .......... . .................. ........ NOTE: ALL STRIPING TO BE THERMOPLASTIC tr............. POND TO THE POND AT THE EAST EDGE OF 10. STORM DRAIN OVERFLOW LINE FROM THAT ........................... .................... La, W, .......... ............ ............ . ........... .................. N .............. ........ I ......... COMPLETED ......... CL 0- ..................... ....... ...................... j REFER 10 CENTRAL PARMN THE PROPERTY. THIS IS NOTED AS PART OF PHASE 1, BUT MUST BE ................ .......................... ........... ................ .............. ......... ......... ........ ............ .......... ............................... ....... .......... .......... . .. ...... ............ .. . ..... .. ........ ........................... ............... ......... ............... ....................... AREA PHASING NOTES IHIS ... ............ ...... .......... ........ ...... PRIOR TO THE SOUTHERN RETENTION POND CONSTRUCTION OR THE FILLING OF THE I't v ___ I i .'. ....................... A P- SHEET. ... .......... . ...... LL1 ............ ........... .......................... ...... EXISTING EASTERN RETENTION POND. ........... ................. ............... .................. .. . ......... . LINES FROM THE PARKING BEHIND THE WAL-MART STORE ......... ......... ......... .......... ...................... ................. .......... -a ... . ................... ................................ ............ ............ ....... THIS ITEM IS NOT MANDATORY FOR PHASE 1, .............. ........... INTO THE ADJACENT RETENTION POND: u T u w 11. FOUR NEW STORM DRAIN 'NT 0mHVr--­;-DF.TA0L TERN TWEEN THE NEW EAS ....... ................ BUT MUST BE CONSTRUCTED PRIOR TO FILL PLACEMENT BE .......... .......... ........... .................. ......... ............ ............... : ........... :. ........ ........... .......... ............ ­­­.­.* .......... ......... . . .. .. .. ..... ------- N.T.S. RETENTION POND AND THE NEW WAL-MART EXPANSION ON THE EAST. ...... ............ ............ ............ . . ..... D-FTMFRDR ........................ ....... ........ .......... ...... ..... ........... ..................... ................ ... ................ .......... ............ ............ ... ...... ................ ............. ....... ... .................. ........ ............. ...... .......... ........ ....... ...... ....... ...... cl. . ......... ...... ... ............................ .... ...... ................ ...... 08/15/00 z ............. .......... . ...... ------- ................. ....... ...... ................... 7 3. ARE THE MOST IMPORTANT ITEMS OF PHASE ONE, WHICH MUST BE THE ABOVE ITEMS 1- .. . .... THE DATE ROSS MOVES INTO THE PUBLIX BUILDING. COMPLETED PRIOR TO SEPTEMBER 10, 2001, .......... ..................... ....................... ...... .................... ................ .................. ...... . ...... :.I 1.1.,.,;.,.,.,::.*."*".'.,."'.'.'.*.,:".,:.,::".,.",.,.,.,.,.'.'.*�,;; .- ..... I,- . .......... ........ 00 IAJ .......... ... .............. - .. ... ............ . ......... ....... . ..... ....... .......... ................. ............ ............ I THE REMAINDER OF E ONGOING AND CONTINUING PHASE 1 IS LABELED ......... ... ................. . ........................ ...................... ................... ......... .................... ............................. ................................. ..................... 'E NE' CROS PHASE 1A AND PHASE 1B. ........... ........ ...... ...... ................. ............ ..... ...... ...... ............ ........ ........ .... ....... ......... ........................... PHASE 1A INCLUDM ....... ................ ......... .. ..................... ........ ............................ ... ................ 1. THE PROPOSED RETENTION POND AT THE SOUTH SIDE OF THE PROPERTY .......... SLANDS' VEMENT..' ........... . ........... ......................... ............... ...... ........... ...................... I THE STORM DRAIN LINE FROM THE SOUTHER .............. N PROPOSED OUT PARCEL AREA AND THE . .......... ........... ............ ......... ............ ............... ..., .............. ........ . .......... ...... ........ ....... . ...... ...... ......... SOUTH PART OF THE MAIN PARKING LOT ......... ............................... .............. . ............ ..... > .......... .................... .......... ....... ....... ....... . ... ............... ...... .......... . .......... ............. ....... ........ THIN STAGING AREA AT .......... ....... ............................... ................... ........ SUPPLIES W! ............. ...... ...... ....................... . . ......... CONTRACTOR TO SECURE AM EQUIPMENT AND. ................ ................ ................ ...... ...... . . ........ .......... L . ............. A....... .......... 1. TWO NEW STORM DRAIN LINES FROM THE PARKING AREA AT THE SOUTH PROPERTY LINE PHASE 1B INCLUDES. ALL IMES. INTO THE ADJACENT RETENTION POND: ............ �z ... ........... ......................... L..-..;;----------------,.--.-...-,..-.-.....-..--------- .................................... APPROPRIATE SIGNAGE SHOULD BE DISPLAYED Ill ................. ........ ........... .......... ......... BE IN PLACE. AND ALL PIPING ....... - ..� i I ....... 111- ........ ... ....... BASED ON THE ABOVE PHASING, ALL STORM RETENTION PONDS WILL ...... ... ....... ................. RUC .. ...... CON . ....... .. .. . ........ ...... FROM THE ENTIRE SITE, DELIVERING DRAINAGE TO THOSE PONDS WILL ALSO BE IN PLACE. THE PARKING ..... ...... ..... .... ....... LOT DIRECTLY IN FRONT OF THE NEW ROSS WILL BE ..... COMPLETE ........ ..... . WITH STRIPING FOR STRAIGHT -IN PARKNG. ........ .. ........ .......... ............... .... . ......... ................ I ......... ........... ............... .......... ...... .................. .......... ........ ...... ............... FOR PHASES Z 3, AND 4 ANY SURFACE PAVING AND ISLAND CONSTRUC11ON LABELED ............. ............ ........ ........................ ........................ AS Ile SHALL BE COMPLETED PMOR TO COMMENCING SURFACE .......... PAVING AND ISLAND ............... . . ......... .......... ....... ...................... ....................... ............. CONSTRUCTION IN AN AREA LAB ......... ........... ELED AS CUSTWEI ...... ................ 13 DIFFERENT.-P ..... PHASE 2 INCLUDES. 1. FILLING AND GRADING OF THE TWO RETENTION AREAS AT 17-9Z WHICH WILL BECOME ....... ......... ............... ........................... . .............. ZANCE GATE ....................... ............. ...... ....... . .......... ...... ............... ......... ......... ....... I ............. ...... ---- -- ......... . ....... ........ .... ........ . . . . . .. ............ .......... ............ ......... ............ .. ........... ................ ............... . ............ ........................ 2. GRADING AND PAVING OF .. ..... .... ... ... ........... . . ............ . . ............... U- (SEE DETAIL THIS SHMI) 7 . ..... OUT PARCELS. THIS IS NOT MANDATORY FOR PHASE Z BUT IS SUGGESTED ........... .......... ... ................... ...... . ...... ..... .... ......... ............. ....................... .......................... ............. ...... /-CONSTRUCTION STAGING ...................... ...... .. ...... ........... . ................ .......... THE PARKING AREA AT THE NORTHEAST CORNER OF THE SITE ............... (FORMERLY THE NORTHEAST RETENTION POND): THIS AREA OR THE NORTHERN MOST 1 .1-1 1 :>- . . ................. ........ RETENTION POND AREA MAY BE USED AS STAGING. SO THE PHASING WOULD ........... .......... ........ .................. .......... .......... ........... ......... ......... AREA ­­­..� . ................. ... . ............. ............ 'I . ........ ......... . ......... ................................. ........................... . .......... ........ .. :.: c DEPEND ON THE AREA WHICH STAGING OCCURS. .................................. ............. ........... -MART CONSTRUCTION MANAGS, ....................... . ..... WAL 3. IREPAVIN( STRIPING AND ISLANDS FOR THE NORTHEAST QUADRANT OF THE MAIN �x tCENTRAL PARKING LOT (SERVING WAL-MART, AND THE SHOPS EAST OF THE NEW L ROSS) TO LIMITS REQU OF CONSTRUCTION STAGING AREA T WILL STILL BE AVAILABLE FROM T14E CENTRAL EXISTING DRIVE. PROPERTY SHALL BE CLEARED & GRUBBED RED FOR THE FABRICATION CE AT THIS POINT ACCESS TO THIS NEW LO TH �P_M_DETAIL_ IS:�SHEET (TYF'.) WHICH HAS NOT BEEN CHANGED. AS WELL AS BY THE DRIVE IN FRONT OF THE ROSS STORE. EN NSTRUOITON IPHASE 3 INCIA)DES.' L 1. REPAVING, STRIPING AND ISLANDS FOR THE SOUTHWEST QUADRANT OF THE MAIN CENTRAL PARKING LOT (SERVING PRIMARILY OFFICE DEPOT) x E4 - ------ PHASE 4 INCLUDES: 1. REPAVING, STRIPING AND ISLANDS FOR THE SOUTHEAST QUADRANT OF THE MAIN L CENTRAL PARMING LOT (SERVING THE SHOPS EAST OF OFFICE DEPOT AND WAL-MART). 2. CONSTRUCTION OF TRAFFIC SEPARATOR RESTRIPING FOR AMERICANA BOULEVARD END 6' HIGH SHADE CLOTH FENCING. CONSTRUCTION OF RESTRICTED MEDIAN WITHIN U.S. HWY. ADJUST IN ACCORDANCE W/ CONST. _SS AND THAT THE IMPROVEMENTS ARE COMMENCED AND AMERICANA BLVD. ACCE PHASING m THE CONTRACTOR SHALL SCHEDUI F CONSTRUCTION OF THE IMPROVEMENTS TO COMPLETED TOWARD THE END OF THE CONSTRUCTION CON THE DEMOLITION OF THE DaSTING ROSS STORE & RETAIL TRACT. CONTRACTOR SHALL VERIFY WITH THE CITY THE TIMING OF AMERICANA BLVD. IMPROVEMENTS SPACES MAY COMMENCE AT ANY TIME ONCE TENANTS HAVE VACATE[) AND THE SHOPPING CENTER OWNER HAS CLEARED WILL NOT IMPACT CERTIFICATE OF OCCUPANCY OR ISSUANCE OF TEMPORARY THEM FOR DEMOLITION. IT IS AT THE CONTRACTORS DISCRETION CERTIFICATE OF O=PANCY. TO SCHEDULE WORK IN THIS AREA ONCE THIS ORDER HAS BEEN n VI ESTRIPING. _J L GIVEN. PHASE 5 INCLUDES. 1. CENTRAL ENTRANCE DRIVE CURB REMOVAL REPLACEMENT, REPA NG R . . .... PROP. LANDSCAPE ISLANDS SLIGHTLY TO THE SOUTH. SHALL NOT BE REMOVAL OF THE ISLANDS IN THE CENTRAL DRIVE. AND REPAVING AND RESTRIPING TO NSTRUCTED SHIFT THE CENTRAL DRIVE I W EA N&L" R 3 %'j, A N.T.S. 58" b� -E', M,­-' Rkk UNTIL PHASE 5 (Ri�STRUCTION Z� 7 is COMPLETE, TION & ELEV. W/ SHTS COORD. ISLAND LOCA C-6. C-SA, C- & CONTINUOS ACCESS TO AMERICANA BLVD.. SHALL BE MAINTAINED THROUGH -OUT X� ALL PHASES OF CONSTRUCTION. p: ACCESS TO EXISTING PROPOSED TRUCK W ENSION PLAN SHEET NOTE: REFER TO SITE DIM -OUT PH -­­ --- SHALL BE MAINTAINED THROUGH ASE ONE -6 & C-6A FOR PROPOSED PAVEMENT & TWO CONSTRUCTION. AREA PROVIDED SHALL �it C TION. BE SUFFICIENT IN SIZE & CONDITION TO I iO ACCOMMODATE SEMI -TRUCK TRAMC. CONSTRUCTION TYPE LOCA W % N V11 V 7- POST TOP RAIL 7 6 IN OD 2 27 LB /FT �_11.90 IN OD, 2.70 LB/FT 1.6 . .. ... ... ALL REBARS SHALL BE CAPPED WITH PLASTIC REBAR CAPS I ININ t U\IW4 I soul I am== I no I No I SIPEL PI IZE15 STEEL PIPE(TYP.) ��N RO 42' SNOW FENCE WRAPPED AND #5 BARS 0 4' O.C. SHADE CLOTH By (TYP.) b ECURE 1K DU (TYP.) D ON BOTH SIDES OF REBAR ENDEE ENTERPRISES. INC. ZS rp s P 0 S-S S_ z 00 L NO,9 OAGEt 0,148" 0.00'. FINISHED SIZE GALVANIZED STEE_ 2' MESH, TOP AND 0 w WIRES, 2 BOTTOM SELVAGES TWISTED A t ND BARBED CONFORMING TO ASTM A392, A491. 0, OR F573, L 2 VP _j h < M uj C) ALL UTILITIES SHALL BE INSTALLED & PROPOSEP", CLEARED FOR USE AS PART OF PHASE CONSTRUCTION. op F w IES VARIES 9.5' Typ. 9.5� TYP. VAR RETENTHO FILL VOIDED AREA AROUND 101 0 POST WITH SAND EMBED MINIMUM SPHALT F.. INTO PAVING PAVING TION A NUMERICAL ORDER FOR SITE PHASED CONSTRUC F. k DEUNEA11ON LINE FOR PHASED 4. MA "23Nt (REFER TO SITE PHASING GENERAL NOTES THIS SHEET) Lr_ Fb 91Y F r- ;�M DETAUL T E M nD G rL %. a Lim In Lit R T E N L MR 0 R A R Y 0.0-1- A rL'r-:-u' K 0 N 603 B`A n "In 0 mom I WA I 0=2 DTTMFENC .. ... ... .. 4 N.T.S. CONSTRUCTION AREA N.T.S. DTTMPKFC 08/15/00 01 Ir __D V. PROP. "77 % ARMET, 0000�. MV z NOTE: REFER TO SHEET C-4 FOR GENERAL SITE GRADING NOTES VA% Ffi-a%w 'XI? 91= :..FOUNDATHON -SUBSURFACE PREPARATOON UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND/OR SPECIFICATIONS, THE LJMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE SITE DIRECTLY BENEATH AND 10 FEET BEYOND THE BUILDING AND APPURTENANCES. APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE BUILDING PROPER AND TYPICALLY INCLUDE, BUT NOT LIMITED TO THE BUILDING SIDEWALK% GARDEN CENTER, PORCHES. RAMPS, STOOPS� TRUCK WELL/IDOCKS, COMPACTOR PAD, ETC. THE SUBBASE AND THE VAPOR BARRIER, WHEN REQUIRED. DOES NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL BUILDING AND APPURTENANCES. ESTABLISH THE FINAL SUBGRADE ELEVATION AT 16 INCHES BELOW THE FINISHED CONCRETE ELEVATION WHEN USING A 4-INCH SLAB, OR 17.5 INCHES BELOW THE FINISHED CONCRETE ELEVATION WHEN USING A 5.5-INCH SLAB TO ALLOW FOR THE SLAB THICKNESS AND 12 INCHES OF GRANULAR MATERIAL OVER A 10 MIL VAPOR BARRIER. THE GRANULAR MATERIAL SHALL MELT THE REQUIREMENTS OF ASTM D-2321. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS OF ALL CUT AND FILL DEPTHS REQUIRED. STRIP AND REMOVE EXISTING VEGETATION, DEBRIS. UNCONTROLLED FILL, ALL LOOSF, SOFT, FIRM OR DISTURBED NATURAL SOIM AND OTHER DELETERIOUS MATERIALS ANY REMAINING POCKETS OF ORGANIC MATERIAL SHALL BE UNDERCUT AND REPLACED WITH STRUCTURAL FILL. FOLLOWING STRIPPING, EXPOSED SOIL AREAS SHALL BE PROOFROLLED WITH A LOADED TANDEM AXLE DUMP TRUCK OR SIMILAR EQUIPMENT. PROOFROLLING SHALL CONTINUE FOR A MINIMUM OF 8 PASSES, AND UNTIL SOILS AT A DEPTH OF 12 INCHES HAVE ACHIEVED A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY A MODIFIED PROCMR TEST (ASTM D-1557). ANY UNSTABLE AREAS IDENTIFIED IN THE PROOFROLLING PROCESS SHALL BE UNDERCUT AND REPLACED WITH STRUCTURAL FILL IN MAXIMUM ONE FOOT LOOSE UFTS. THE PREFERRED SOILS USED FOR FILL MATEPJAL SHALL NOT CONTAIN MORE 'THAN, 10 PERCENT BY WEIGHT MATERIAL THAT IS RNER THAN A NO. 200 SIEVE. HOWEVER, MATERIAL CONTAINING UP TO 35 PERCENT BY1.WEIGHT PASSING A NO. 200 SIEVE MAY BE USED PROVIDED THAT ITS PLASTICITY INDEX. DOES NOT EXCEED 30, AND THE SUBGRAIDE IS AT LEAST 2 FEET.ABOVE GROUNDWATER LEVEL COMPACTED FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 6 INCHES IN THICKNESS. ALL MATERIALS SHALL BE COMPACTED TO THE FOLLOWING: MATERIAL PERCENT DENSITY (ASTM D1557) MOISTURE CONTENT FINE-GRAJNED 95 MINIMUM (BELOW ONE -2 TO +2 PERCENT OF FOOT) -OPTIMUM 98 MINIMUM (UPPER ONE FOOT) GRANULAR. 95 MINIMUM -2 TO +2 PERCENT OF OPTIMUM NOTE: FINE-GRAINED SOILS ARE SOILS WITH LESS THAN 10% BY WEIGHT PASSING THE NO. 200 SEW THE FOUNDA11ON SYSTEM SHALL BE CONTINU OUS STRIP FOOTINGS AT THE WALLS AND ISOLATED SPREAD FOOTINGS AT COLUMN LOCATIONS. 0 5 4&6 1 tq t 48.3 4&7 a, qs 4 0 49 �J 4EL 4&0 4& MATCH 47.7 4&35 4&8 47.79' too 4& 48�6 i' Z A_ Q 0 47.9 47. 47.6 47.1 t 47.0 /49.1 4W'4 46.9 46.9 475 S- it V1. 4a 4a.9 -7 4EL4 48-2 Q 49 Or 4&0 47.9 .... ... .. . . . .... 48.0 d _6 _7 f&4 .9 48.75 47.4 N-1 . . ..... ... . . ................... MATCH 4&6 49.5 49.3 49.5 4 1; 1 4&1 EXIST. It to 0 j 48.7 4&9 4 9 rt MATCH 49.0 EXI -5 '4&T "1 ;7 Pill 4&7 F. 4&35 4118 .2 am\., 49. 49.34 49.34 4&88 §L J-21 49.4 N 4&86 �11'0.-.T�4, 4&16 AL4-a.-,Jm �I v ST. 48. M X� W� d Ln w LL on En 'n /PROPOSED RE U ABIL Sp. L" LZ MA 49.55 R LEV. F.F.- E EuNd -49.41 4 _55r 49.43 4fL93 48.71 H A ti 49.1 4& prmor WAL m A, "'T, N ArN % A EXPAX I 9624es" L 4a % -V, F.F. rELEV. 49.51 S_ 40.26 v . ..... 4&76 147.1 4&0 2, �_77 t 149.41 44.88, J- q t 39 0 DRAI -D76 4&85 S_ .5 /ram 490 Mullem ' _L ML- - ff�4&8 'Ide' �Z 48.325_5� a io Ir 4- 49.5 ------- 4�. 1 49.0 led 49 �4j 77�,, M MATCH L6 E 3 49.5 7p is, A 49.5 49A �MATCH t EV 4..'�%74 MATCH rY '4ff 49.3 4a g 0.: 4 Lm F, 48.7 0 49.5,, .3 49 ii t t _Q EAST a MAIGH 4&2 (J MATCH R 4&7 EX ST. ST. "k .01 48.6 4&5 - =48. 1 f�'47.8 4&9 4! 47.7 4&7 48.6 47.65 4 4&2 4&S 4a.4 4&7 48.13 MATCH 443.5 Pff 4a5 4&0 48,1 j 49.3 48. 4 2 PROP. 2V WIDE BERM ELEV. 416.0 ­4 ponp m nw morr-ImInki 4 / PROP. CONTOUR =3ENEZZ3Mff:Z- PROP. STORM PIPE I'MmETENTOON POND OPERATOGN ERDSHON AND SEDOMENTATOON AN D MAO NTE NAMOM N OT 0-13 CONTROL NOTES A. THE ON -SITE RETENTION POND TO THE SOUTH SHALL BE PRIVATELY OWNED AND MAINTAINED. RETENTION PONDS TO EAST & NORTH TO BE DEDICATED TO THE CITY. MAINTENANCE OF EROSION CONTROL MEASURES IS OF PARAMOUNT IMPORTANCE TO 4 WAL-MART. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING NTH ALL EROSION B. RETENTION PONDS SHALL BE INSPECTED EVERY 4 MONTHS FOR EROSION. EXCESSIVE CONTROL MEASURES SHOWN ON THE PLANS. THE EROSION CONTROL SYSTEM PLANT GROWTH. OR BLOCKAGE OF OUTFALL STRUCTURES. DESCRIBED WITHIN THE CONSTRUCTION DOCUMENTS SHOULD BE CONSIDERED TO REPRESENT THE MINIMUM ACCEPTABLE STANDARDS FOR THIS PROJECT. ADDITIONAL C. THE SIDE SLOPES OF RETENTION PONDS SHALL BE MOWED AT REGULAR EROSION CONTROLS MEASURES MAY BE REWIRED DEPENDENT UPON THE STAGE OF CONSTRUCTION, THE SEVERITY OF THE RAINFALL EVENT AND/OR AS DEEMED NECESSARY INTERVALS TO ENSURE NO LOSS OF POND VOLUME. AS A RESULT OF ON -SITE INSPECTIONS BY THE OWNER. THFJR REPRESENTATIVES OR THE JURISDICTIONAL AUTHORMES. THESE ADD111ONAL MEASURES SHALL BE D. ALL EVIDENCE OF EROSION SHALL BE INSPECTED AND REPAIRED BY A QUAUFIED INSTALLED AT NO ADD111ONAL COST TO THE OV44M IT IS THE CONTRACTOR'S CONTRACTOR. ULTIMATE RESPONSIBIUTY TO ASSURE THAT THE STORM WATER DISCHARGE FROM E. FENCE GATES SHALL BE KEPT LOCKED AT ALL 11MES. FENCE SHALL REMAIN THE STE DOES NOT EXCEED THE TOLERANCES ESTABUSHED BY ANY OF THE FLUSH WITH THE GROUND AT ALL TIMES. JURISDIC11ONAL AUTHORITIES. THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE STE WORK SPECIFICATION. INFORMATION COVERED IWTHIS PREPARATION GOVERNS OVER THE CONTRACT SPECIFICATIONS.' REFER TO THE SITE WORK SPECIFICATIONS AND THE GEOTECHNICAL REPORT BY QORE, INC. DATED DECEMBER 16i 1999, REPORT NO. 26-0535-1. FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION. THE GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS NOT CONSIDERED AS A DESIGN SPECIFICATION. n V % -LEGEND \wcTOP OF CURB p- EDGE OF PAVEMENT 7 f -I HP 47.W 9AS71NO DRAINA `4 4-` 4&7 it 49.5 DITCH E 47.2 S '49.5r-.. zr 49.51 47,P Aa 9 i�, q. 47. 1 17 ig t.P S-54: 4&0 //Z 47.5 �0 .0 A., .9 49.0 49.1 411 TURF. Z, 4 .5 .X -k­ 4&6 00 -FORS-STA BON Al i f f r NEATLY SAW CtJT,' REMM& MATCW -4� 4- 4' EXWNG CURBING PAVI31ENT TO 49.4 Rif? 400.�2 ACI 51 JIM) 2 49.51 THE LIMITS REQUIRED FOR � INSTALLATION OF PROPOSED STORM PIPE &ANL� LLI 41 EL- V 4- 5'," 211 /�f/ i P.T )�V z Aj, FIELD LOCA I EWSTING FORCEMAIN: PRIOR TO CONSMCTION. CONTRAC 49.41 0 SHAII 'y 'PROP. 1 (Y WIDE BERM CMTACT ENGINEER IMMWATELYAF A CONFLICT J 0 ELEV. 46.5 IS DIETMINED W/ PROPOSED STORM PIPE. 4 §441 S­ % SLOPE PAVEMENT TO MEET TOP (TYP.) OF STOOP 1-20 MAX 2,j ................ F _A S.- 0. ALL DM SIDOUTS WILL SPLASH TO PAVEMENT UNUESS 011HERVASE NOTED (TYP.) a D MM <. -J, LAJ: I 0; U) OL Al PROPOSED STORM SEWER SCHEDULE 49.51 49 TYP G INI FL F.D.O.T. INDEX NO. 233 C�) TYPE P M.H. 4'0. F.D.O.T. INDEX NO. 200 TYPE P M HOLE 4�0 W1 J BOTTOM, F.D.O.T. TYPE F INLET� FOOT INDEX NO..233 5 TOP ELEV. 46.80 TOP ELEV. 49.00 TOP ELEVATION 48.00 49.41 TOP ELFV. 46.80 S.E. F.L 35.55 a 1 S.W. F.L. 39.50 N,E. F.L Q-65 5� ­` , 'i, .... && INDEX NO. 200 201 N.W. F.L 40.50 S.E. F.L. 42-60 S. F.L. 34.40 40 N.W. F.L. 35.45 A S.E. F.L. 40.15 2.67% twa 037% N. F.L. 34.75 CONCRETE ON, F.D.O.T. Of MITERED END SECT INDEX NO. 272 (4; 1) Z, TYPE F INLET, F.O.O.T� INDEX NO. 233 0 0.97X TYPE P MANHOLE 4!0. F.D.O.T. INDEX NO. 200 TOP ELEV. 46.60 F.L. 34.00 TOP ELEV. 49.00 N.W. F.L. 42.40 S.E. F.L. 41.50 S.E. F.L. 42-30 TYPE F INLET, F.D.O.T. INDEX NO. 233 TYPE F INLET, FOOT INDEX NO. 233 N. F.L. 44.1± (CONNECT TO EXIST. PiPE)(FIELD TOP ELEV. 48.60 TOP ELEVATION. 4a.00 00.389 S.E. F.L. 37.15 S.E. F.L. 35.55 N.W, F.L. 4ZOO E�o NEW N.W. F.L. 39.15 S.W. F.L. 42,0 _EV.) NWVERT El TYPE G INLET. F.D.O.T. INDEX NO. 233 2.129 Z, TOP ELEV. 4&60 0.76X N.W. Fl- 41.80 (04 cs_70�dwlffl TYPE P MANHOLE 4!0, F.D.O.T. INDEX NO. 200 SZ F�L 41.75 fi* STORM SEWER CONNECTION POINT L TOP ELEV. 48.50 E�0 TYPE E INLET, F.D.O.T. INDEX NO. 232 CIVIL DESIGN. 2-WAY CLEAN OUT 0 IN' N. F-L 44.0± ARCHTECTURAL PLA14S FOR CONTINUATION) (RE. 0.40X TOP ELEV. 46.60 S.E. F.L. 39XO S_" S.E. F.L. 44.00 N.W. F.L 39.65 67% TYPE G INLET W1 J BOTTOM, FD,O.T, 2- TOP ELEV. 46.60� 0.66X 45% 1 INDEX NO. 233 & 200 jai.. _n N W. F.L. 40.30 F.D,O L CONCRETE MITERED END.SEC 0 1&0) TYPE P MANHOLE 4'0, F.D.O�l INDEX NO. 200 N'E. F.L. 40.25 INDEX NO. 272 (4:1) E� TYPE E INLET, F.D.O.T. INDEX NO. 232 'a TOP ELEV. 49.00 -00 _KOO CONTRACTOR SHALL FIELD LOCATE S.E. F.L. 42 F.L. N. F.L. 4,�.6± (CONNECT TO EXIST. PIPE)(FIELD TOP El EV. 46.60 DaSTING WATER MAIN FORCE (VE.41� PRO!w rl E. F. L 40.45 CONCRETE MITERED END SECTION FD.O.T.'; MAIN LOCATIONS & CONSTRUCT S. F.L. 44.55 N�W. F.L. 40.50 INDEX NO. 272 (4: 1) F�L_ 34.00 PROP. CHAIN UNK FENCE A MIN VERIFY INVERT ELEV.) 00.70% OF 3 FEET AWAY FROM ANY UWE. (e� O.3D9 SUBSU RFACE DOWNSPOUT CONNECTION (REFER TO ARCH. PLANS) F.L. 45,50 TYPE P MANHOLE 4'0, F.D.O.T. INDEX NO. 200 k TYPE 0 INLET, F.D.O.T. INDEX NO. 233 46.60 SEE SHEET C-11 FOR TOP ELEV. 47.20 S.E. F.L. 4a9O TYPE G INLET. FOOT INDEX.NO.'233 TioNs (re.) N.W. F.L. 40.55 cRoss SEC - -- ----- S.F_ F.L. 40.60 N.W. F.L. 4,10it (CONNECT TO EXIST. 14* X 23 ELEVATION 47.90.. t R.CP.)(FIELD VERIFY INVERT ELEV.) W. F.L. 37.90 I- F.L. TYPE F INLET W/ J BOTTOM, F.D.O.T. 0 0.27% INDEX NO. 233 & 200 N. F.L. 43.00 S-53 00,32% TOP ELEV. 46.60 SW. F.L. 39.75 t". TYPE 0 INLET. F.D.O.T. INDEX NO� 233 N�E. F.L_ 39.70 3 21 X TOP ELEV. 46 60 TYPE 2 INLET 4'0. FOOT INDEX NO, 210 20' VADE SIERM AS CONS7RUCTED IN 1999 N.W. F.L CUTTER ELEVATION 45.60 SF_ F.L. 41.70 S. F.L. 34.55 TO INCORPORATE A Ir FORCE MAIN TYPE P M.H. VO W/ J BOTTOM, F.D.G.T. ..... ...... .. WATER MAIN. CONTRACTOR SHALL CONTINUE 2 247 (E�� N. F.L. ....... INDEX NO. 200 & 201 E)USTING SIDE SLOPE TO BOTTOM OF PROPOSED TOP ELEV. 49.30 q 0.39% Z TYPE G INLET, FDOT INDEX NO. 233 v RETENTION POND AT SLOPE SPECIFIED. FA S W. F.L. 39.20 SUBSUR CE DOWNSPOUT CONNECTION TOP ELEVATION 47.10 E3 W.E. F.L. 39.15 (REFER TO ARCH. PLANS) F.L. 45.50 S. F.L. 44.70 TYPE 2 INLET 4'0, FDOT INDEX NO. 210 E, F�L 35.55 GUTTER ELEVATION 45.60 W, F.L. 38.60 PIPE 0 2.34% 5 F.L. 4,05 .. .... I.. ... . + � - + ­:� � �.. TOP ELEV. 49.00 N. F.L� 34.30 v 01 TYPE P MANHOLE 4'0, F.D.O.T. INDEX NO. 200 man ""'ED STORM N. F.L 44.5± (CONNECT TO EXIST. 15- X 24- RCP) 8' STORM SEWER CONNECTION PONT LIMIT PROPOS -- 111�� (0 R 0. x-t-ml 2. -WAY OLE OF CIVIL DESIGN. 2 -AN OUT 0 INV. Sam" S�E F.L 43.95 46.51 (RE: ARCH. PLANS FOR CONTINUATION) 0.3ox TYPE E INLET. F.D.O.T. INDEX NO. 232 v e SYSTEM NOTESO. CONCRETE MITERED END SECTION, F.D'.O.T. (FIELD VERIFY INVERT ELEV.) TOP ELEV. 44.35 0 j C.P. 00.38% CONCRETE M17ERED END SECTION. F.O.O.T. ORIFICE - 4.06 IN. 0 INV. 41.50 INDEX NO. 272 (4.1) TYPE P MANHOLE,4�o. F.D.O.T. INDEX NO, 200 A&eo INDEX NO. 272 4:1) E. F.L. 40.00 Ei� TOP ELEV. 49.90 1. ALL PIPES IN LEGEND SPECIFIED AS *STORM PIPEO SHALL F.L. 35,00 N. F.L� 44.5± (CONNECT TO MST. IS' CM P) TYPE G INLET W1 d BOTTOM, F.D.O.T. F.L 34.00 (REFER TO DETAIL. SHT. C-16) 0.27% INDEX NO, 233 & 200 BE SELECTED FROM THOSE LISTED IN THE GENERAL GRADING TYPE 2 INLET VO, FOOT INDEX NO. 210 CONFLICT STRUCTURE (SEE DETAIL. W. F.L. 43.85 NOTES� NOTE 11, SHEET C-4. N TYPE E INLET, F.O.O.T. INDEX NO. 232 GUTTER ELEVATION 47.5± (FIELD VERIFY) T_ f SHEET C-15) S.E. F L 43 80 .(EDTYPE 4 CURB INLET 4-0 W/ J BOTTOM. FOOT (CONN-ECT S--1&F'kAS1pF1!F!EIN- RCP) TOP ELEV. 44.00 W. F.L. 35.70 TOP ELEV. 46.80 ORIFICE - 3,56 IN. 0 INV. 41.50 INDEX No. 210 & 200 S.W. F.L 3&SO Z PIPE LENGTHS ASSOCIATED WITH MITERED END SECTIONS DO ;L (FIELD VERIFY) N.E. F.L. 41.00 00.97% Ld GUTTER ELEVATION 47.4 N.E. F.L. 35.50 hM INCLUDE SEGMENT TO BE INCWDED UNDER UNIT PRICE- N. F.L. 36.00 ALTERNATE' SUPPLY ONE CONCRETE STRUCTURE (REFER TO DETAIL. SHT, C-16) S.E. F.L 35.30 �5 C.P. 0 0.93% FOR M.E.S. (AXA, DIMENSION F. F.D.O.T. INDEX NO. 272) IN LIEU OF MANHOLE 19 & 19A, W1 N. F.L. 0 44.5 M & 44.90 & I- F.L. 0 41130 LLJ+ 'p 0.27% 0.38% CONCRETE MITERED END SECTION. F.D.O.T. J, INDEX NO. 272 (4:11) 3. ALL STRUCTURE INVERTS SHALL BE CONSTRUCTED PER F.D.O.T. 40% CONCRETE MITERED END SECTION. F.O.O.T. INDEX NO. 272 (4-1) F.L. 35.00 INDEX NO. 201. TYPE P MANHOLE 4'0 W/ J BOTTOM, F.D.O�T- CONCR.IE MITERED END SECTION, F.D.O.T. t-'; INDEX NO. 272 (4:1) W/ FLOW DISSIPATER TYPE 2 INLET 4!0, FOOT INDEX NO. 210 INDEX NO. 200 & 201 F.L. 34.00 TYPE P MANHOLE, F.D.O.T. INDEX NO. 200 (REFER TO DETAIL, SHT. C-15) GUTTER ELEVATION 47.0± (FIELD VERIFY)+, 4. ALL STRUCTURES WITH TYPE J BOTTOMS SHALL BE CONSTRUCTED TOP FI M 48.70 TOP ELEV. 49.00 TYPE F INLET, FOOT No, 233 F.L. 40.111) S. FA_ 36.30 N� F.L. 45.0± (CONNECT TO EXIST. IS' CMP) W. F.L. 35.70 d.. :d PER F.D.O.T. INDE)( NO. 200. N. F-L 36.90 INDEX No. 233 SECTION W1 SPLASH TOP ELEVATION 47.30 CONCRETE MITERED END 0.31% N.W. F.I_ 43.30 S.F_ FA_ 43-25(RELD VERIFY INVERT ELEV.) N.E. Fl, 35.60 PAD (REFER TO DETAIL SHT. C-13A) 5. ALL. DRAINAGE STRUCTURES, INCL.UDING CLEAN -OUTS, SHALL BE EL 41.50 -11 "In - TYPE E INLET W/ J BOTTOM. F.D.O.T. r1jr-0 T. , Vgfi�i7qg, CONCRETE MITERED END SECTION. F.D.O. P. G 2.58% INDEX NO. 272 (4.1) INSTALLED WITH TRAFFIC BEARING GRATES, TOPS, RINGS AND, 00,47% COVERS, ETC. AS APPUCABLE. INDEX NO. 232 & 200 -15 CDQ$]m1;_; ��mm om� mm's FA_ MOO REFER TO DETAIL� SHEET C CONCRETE MITERED END -SECTION, F.D.O.T. TOP ELEV. 4&00 TYPE F INLET, FDOT INDEX NO. 233 TYPE P MANHOLE 4'0, F.D.O.T. INDEX NO. 200 INDEX NO. 272 (4.1) S. F.L. 37.30 (E�) TOP ELEVATION 48.00 TYPE E INLET, F.D.O.T. INDEX NO. 232 6. ALL PROPOSED INLU GRAMS SHALL BE RETICUUNE STEEL F.L. 34.00 NZ EL 37.90 TOP ELEV. 49.00 S,E F.L. 35.55 TOP ELEV. 44.00 EXTEND & CONNECT EXISTING DOWN N.W. F.L. 43.10 ORIFICE - 3-56 1 0 INV. 41.50 S.E_ F.L. 43.00 CONCRETE MITERED END SECTION. F.D.D.T. N. 7. SEE SHM C-11 FOR SECTIONS. SPOUT DRAINAGE PIPE FROM OFFICE INDEX NO. 272 (4� 1) diam 2-63% CONNECT EAST. 24' CMP 0 F.L. -37.0;1; DEPOT BUILD. TO PROP, STRUCTURE. FIELD VERIFY INVERT ELEV.) (FIELD VERIFY E. F.L.) t2ffl g 00,43% FL 3400 RUM TO DETAJL. SHL C-16) P, 0 0,62Z CONCRETE MITERED END SECTION, F.D.O.T. ::t:., INDEX No. 272 (4:1) &-a mm 01-mm 0.51% RAIION F.L. 34.00 MAY FO p J CD . . ... ....... .......... .... . . .............. . ... . . .. .......... . . .... . 1 0 to' HWAY 17 1 m" loft e= Uo'l n ru un .. . ...... . . . . . ....... ......... . . . . . ....... .......... . ....... .. . . . ...... 0 w .............. . . ... . LL 46 E)GSTING 12* WA-b MAIN 47 EAS,nNG W FOR6E MAIN . . ........ . - - - - -------- - -A F' U, ... . . . . . . . 1A 50 PROPOSED I CITY PROPOSED 15! aTY SERMCES EASMENT V ; y. J3 I'd U. 22 tj FV PROPOSED r. PROPOSED dowA n n Wh lq% rem- n 5i! (OUT PARCEL v- - I ell A% MAW# ev REFER TO BLOwljup SHT. C-15 _ A 23 " rs % 189,50'-11ELE. SERVICE ENTRY 5i REM9V 25 2 21 NOTE: 4T REFER TO SHEET C-4 FOR GENERAL rn 34 UTILITY NOTES PROPOSED LOCATION OF TRANSFORMER PAD. CONTRACTOR TO VERIFY EXACT LOCATION AND SIZE WITH POWER COMPANY 0 PRIOR TO INSTALLATION. CONTRACTOR SHALL BE RESPONSEILE Ei f- FOR INSTALLATION OF CONCRETE PAD, CONDUIT AND PIPE 84.00'-SM- SEINER MIRY 103.00'-SAN. SEWER ENTRY LLJ ll� m: a BOLLARDS AS REQUIRED BY THE ELECTRIC COMPANY. 18 CONTRACTOR SHALL COORDINATE SAID WORK WITH THE A R ELECTRIC COMPANY. < `EWECL @EXISTING ON -SITE UTILITY POLES, AERIAL LINES, ELECTRICAL SANOTArcmY r BOXES AND ANCHORS SHALL BE REMOVED TO LIMITS SHOWN AND RELOCATED BY THE APPROPRIATE UTILITY COMPANY. U J CONTRACTOR SHALL COORDINATE REMOVAL/RELDCATION DULE NTH THE UTILITY COMPANY PRIOR TO CONSTRUCTION. g CONTRACTOR SHALL FIELD LOCATEA& S, EMSYING WATM MAIN FORCE MAIN WWI EXISTING LIGHT POLE &BASE SHALL REMAIN IN CURRENT LOCATION V3 - - J dc CONSTRUCT PROPOSED CHAIN LINK SEWER P.V.C. 0 O.29X 4 Im O ORE AND BE PROTECTED & SAVED. EXISTING LIGHT FIXTURE SHALL BE FENCE A MINIMUM OF 3' FEET AWAY 22 P. ITARY MANHOLE REMOVED & NEW LIGHT FIXTURE INSTALLED ON TOP OF EXISTING will. FROM ANY LINE W1 -RAMNW SPAT, OR AN APPROVED E(lUAL j LIMIT SANITARY SEWER CONNECTIONIPOINT POWER FOR EXISTING LIGHT POLE SHALL BE PROVIDED & TO ENSURE A WATERTIGHT CONNECTION. ily UTILITY 24 727�� OF CIVIL DESIGN. a.E `,,�OU INV. 41,01 LIGHT POLE IN ACCORDANCE W/ MANUFACTURE SPECIFICATIONS. -MART EDO. CONTRACTOR SHALL DISCONNECT 24 1-5, RASE MANHOLE RING COVER TO ELEV. EASEMENT _AN CONTROLLED BY WAL TINUATION) CURRENT POWER SUPPLY TO LIGHT POLE REFER TO ARCH./`MEP (SEE ARCHITECTURAL PLANS FOR CON 49.20 (FIELD VERIFY) PLANS FOR NEW CONDUIT ROUTING & NRING. (REFER TO GENERAL B�LOWFOW UP, C= U?,�4�,A RIM ELEV. 4&45 (EXISTING) SITE NOTES, NOTE 24) EXISTING REMAIN) (D � SEWER P.V.C. 0 1.05x W. INV. 4EGO (E)OS 011051 EXISTING LIGHT POLE & BASE SHALL BE REMOVED NEW L E. INV. 42.50 (DMNG REMOVE & PLUG) LIGHT H PROPOSED S. INV. 42.50 (8- P.V.C.)(PROPOSED) SANITARY SEWER MANHOLE @ POLE, POLE BASE & FIXTURES INSTALLED IN THE 0 LOCATION SHOWN PER WAL-MART & MANUFACTURE SPECIFICATIONS. 3 N.E. INV. 43.00 (6- P.V.C.)(PROPOSED) POWER FOR NEW LIGHT POLE SHALL BE PROVIDED CONTROLLED RIM ELEV. 4&30 BY WAL-MART EDC. REFER TO ARCH./MEP PLANS FOR NEW CONDUIT N.E. INV. 40.20 S.W. INV. 40.25 ROUTING & WRING. WYE CONNECTION 0 1.00% MIN. SLOPE Lr opc_ NX INV. 40.60 PROPOSED OPOSED UTILITY POLE & AERIAL UTILITY LINES TO O B ENSTING METER 8 O OX COVER & WATER VALVE SANITARY SEWER QONNECTION��,POINT LIMIT J J OF c T;, 43.55 -PLANS CONTINUATION) Lra di I., 1— 0, ON r. d� , ` I ELLSOUTH. CONTRACTOR SHALL COORDINATE WITH E4 Wro es B E INSTALLED BY FLORIDA POWER & LIGHT SLEEVE & COVER SHALL BE RAISED TO ELEVATION rlmF.Irr AVIL DESIGN. (D SEWER P.V.C. 0 0.29% THE UTILITY COMPANIES PRIOR TO CONSTRUCTION. TO MATCH PROPOSED PAVEMENT OWE (T`YP.). RM / (REFER TO ARCH./MEO (VEAL PROPE! 41 GREASE INTERCEPTORS ARE SHOWN FOR INFORMATIONAL EXISTING ON -SITE GAS LINES, METERS AND ALL OTHER EXISTING FIRE SANITARY SE M MANHOLE PURPOSES ONLY. REFER TO ARCH./MEP PLANS FOR RIM ELEV. 4&40 O ASSOCAATED ITEMS SHALL BE REMOVED TO LIMITS SHOWN- SEWER P.V.C. 0 0.93% &W. INV. 39.10 CONTRACTOR SPECIFICATIONS RQPOSED..z.:B.:� AND RELOCATED BY FLORIDA PUBLIC UTILITIES90 SHALL COORDINATE REMOVAL/RELOCATICN WITH THE 07, kb!.� % N. INV. 39.05 - Y$M- -0 N. -9 0 Tj� SANITARY SEVER MANHOLE UTILITY COMPANY PRIOR TO CONSTRUCTION. OL v OF -112!�AVwS. NG 1%951mtlA_ ER.r4 GAS ENTRY WITH GAS METER. CONTRACTOR RESPONSIBLE CO . ORD. ALL,-CONM NX INV. 44.05 SEWER P.V.C. 0 0.= f _LGIION.�OF UTILITIES;lATH THE FOR INSTALLING PIPE BOLLARD PROTECTION AT METER. 4 TION, EP @ RIM ELEV. 4&90 q.p :d TOR SHALL COORDINATE WITH GAS COMPANY L Ou" n H' T 0 N G N 0 1' T E i So S.W. INV. 43.95 CONTRACTOR ,mTr ffi ED & FOR TYING OF INDIVIDUAL METER 81�u(RUEFI�101Ri&PL-'W INSTALL A PRESSURE SWITCH ASSEMBLY ON THE PtA F SANITARY SEVER MANHOLE sem P.v.r- o mg6x EXIST e FORCE MAIN TO MEET CITY OF SANFORD 1. THE GENERAL CONTRACTOR IS TO RELOCATE/IREWIRE ANY PROPOSED GAS MAIN TO BE INSTALLED BY FLORIDA PUBLIC, RIM ELEV. 4&40 O UTILITIES. CONTRACTOR SHALL COORDINATE SCHEDULING STANDARDS AND SPECIFICATIONS. SEE SHT. C-14A J.. 5D6 F ',(ij.-2�CONDUfti"!tj U1.1- STRING: PROVIDED, EXISTING POLES/FIXTURES AS NECESSARY TO CONFORM TO N.W. INV. 3&60 FIG. 305 FOR CITY OF SANFORD DETAIL E 'Ad-lbk"FOR TEE&HO ALSO INSTALL ANY SANITARY SEWER CONNECTION. POINT LIMIT WITH UTILITY COMPANY PRIOR To CONSTRUCTION. NA),'�'CONTR NE::SERVICE. THE PLAN. GENERAL CONTRACTOR SHALL S. INV. 3&65 EXIST. LIFT STATION SHALL BE SIGNED REFLECTING OF CIVIL DESIGN.�,,CL INV. 44.30 0. NEW POLES/IBASES/CONDUIT/MRING/FIXYURF-S TO PROPOSED GAS COMPANY TO FIELD LOCATE EXISTING GAS MAIN 71NUATION) 28 O m.LOCATIONS AS SHOWN ON THE PLAN. AG THE OWNER (WAL-MART) AND DESIGNATE A 24 HR R -�i). Z:,'CONDUITS W/ PU -,R (RUM TO ARCH:X&'P�'FOR CON 6,5 - NWPROVIDED & 7 DAY WEEK EMERGENCY RESPONSE TELEPHONE NO. 16 1Y AND CONNECT. VISIBLE FROM IpkS('fpWWLED_ BY.4.CON7RACIMgFOR--�,TMEPHONE�.SERVICF- TING ELECTRICAL SEWER P.V-C. 0 O.= SHALL CLEARLY B rt.*, THE ALUMINUM SIGN SHA BE SEWER P.V.C. 0 CLWX ACTOR SHALL COORDINATE SCHEDULING W/ BELL SOUTH. CONTRACTOR 2. REFER TO ARCH./MEP PLANS FOR SITE LJGH ,,_J) THE ADJACENT ROADWAY. SIGN SHALL HAVE 2' HIGH ROIXIIING. TAK= =Acft q, OF LDING Drp VI (TYPY _.EACH,8UI....l go,, DE,,, BLACK LETTERS ON A WHITE BACKGROUND MADE OF . CORE BORE -ft CONNECT PROPOSED S' P.V.C. SANITARY SEWER MANHOLE TO DaS71NG SANITARY MANHOLE W/ ENGINEERING GRADE REFLECTIVE MATERIALS, AND �AEXISTING UTILITY POLE LOCATION WAS PROVIDED BY FPL THE FIELD WHICH CONFLICTS *RAMNEK* SEAL OR AN APPROVEDEQ MEASURE A MIN. OF 24" HIGH BY 35* LONG. ANY DISCREPANCIES FOUND IN m- RIM ELEV. 4&00 UAL GR '6UP1D IN SANE, AREA; SEE CASTER. A9E" iER:.DET1►1LY SHEET WITH THE PROPOSED IMPROVEMENTS SHOULD BE BROUGHT -F)TATEMENT N. INV. 42.30 TO ENSURE A WATERTIGHT CONNECTION.: F O LOCATION OF EXISTING 16* WATER MAIN & 12" FORCE TO THE ENGINEERS ATTENTION IMMEDIATE-Y. w E. INV. 42,25 RAISE MANHOLE RING & COVER TO ELEV.' (D 0 �t. MAIN ARE APPROXIMATE. LOCATION WAS DETERMINED TOTAL SITE ACREAGE, 4&88 AC. 4&50 (FIELD VERIMCV 30 PROP THROUGH ENGINEERING PLANS PROVIDED BY NORTH �Q.-,(-3,L7,eDUITS:W/:.PULLSTRING: PROVIDEbQ&AX. IRRIGATED ACREAGE 12.50 Arli RIM ELEV. 47.67 PEAS11ING) 9 A FULLY AUTOMATIVE IRRIGATION SYSTEM UTILIZING RECLAIMED A LF.U= U.-P TILE BEACH ENGINEEPJNG DATED APRIL, 1999. iLEU ,�,ft R- ICE. qINOTAL IT ,qTQ--,,TdR ELECMCAL SgRV SEWER P.V.C. 0 0.40% :D' �LINE CONTRACTW S0U COORD UUNG W/ FPL WATER, LIEN AVAILABLF, SHALL BE INSTALLED BY E DEVELOPER. NX INV. 3&06 STING)(REMAIN) lk POTABLE WATER USAGE 3ZO22 GPD INAi�' RECLAIMED WATER USAGE- 0 SO AS TO PROVIDE TOTAL COVEF4NG FOR ALL LANDSCAPING, S.E. NV. 3516 (EWSTING)(REMOVE PLUG) (TYP. OF EACH BUILDING) LOCATION OF EXISTING FORCE MAIN 15 APPROXIMATE LOCATION WAS DETERMINED BY CITY OF SANFORD WASTE WATER GENERATION: 2AS20 GPO AREAS, SANITARY SEWER MANHOLE 11 -PRO PROVIDED INCLUDING HEDGES, TREES AND GRASSED AR FOR THE 0: PR -S- PROPOSED DEVELOPMENT. 20 S.E. INV. X15 ?WP.V.C.)(PROPOSED) EXISTING:WKTR MAlw 714 ir �7..TEE RECORD MAPS. SF PROP. SANITARY SEWER LINE e-BY'CONTRACJ-O ORUCJR q _D DU �4AW/ PULL STRING VI RIM ELEV. 4& INST. Lij ICAL SERVICE W. INV. 41.44D LOCATION OF EXISTING WATER MAIN IS APPROXIMATE CONTRACTOR SHALO ufgXit §5ikbuLING W/ FPL -FW- PROP. FIRE WATER LINE /Z\ REMOVE LOWER E)os-nNG FRAME COVER Lij ,.4 G LOCATION WAS DETERMINED BY CITY OF SANFORD N.E. INV. 41.35 TO MATCH PROPOSED IMPROVEMENTS < M DDnO WAT= MAIN EIP"a PEINTRAGTwPER..CITY.SPECIFICATIONS RECORD MAPS. 61 PROTECT Ac SAVE EXISTING TRANSFORMER a: BOLLARDS GEASTING TRANSFORMER SHALL BE REMOVED NEW MASTER METER LOCATION PER CITY PROP. STORM SEWER PIPE RELOCATED BY FP & L CONTRACTOR SHALL COORDINATE REMOVAL/RELOCATION WITH ELECTRIC SPECIFICATIONS @ PROPOSED HANDHOM INSTALLED BY FPL E PROP. UNDERGROUND PRIMARY ELECTRIC SERVICE COMPANY PRIOR TO CONSTRUCTION. PROPOSED 10* - 45' BEND PROP. GARDEN ELECTRIC TELE_ CONDUIT CONNECT TO t 4STiNC�E_GE- ... .... ..... AiA PROPOSED STREET LIGHT LOCATION IS APPROXIMATE. @ EXISTING BELLSOUTH CABINET SHALL BE REMOVED RELOCATED BY CONTRACTOR CONTRACTOR SHALL COORD. WITH FPL FOR PLACEMENT BELLSOLITH. SHALL COORDINATE REMOVAL/RELOCATION WITH TELEPHONE - T - = PROP. UNDERGROUND TELEPHONE SERVICE CUT REMOVE EXISTING CURSING & PAVEMENT ONTO EXIST. POLES. WHERE EXIST. POLES MAY NOT EXIST, THE CONTRACTOR SHALL COORD. FOR NEW POLE COMPANY PRIOR TO CONSTRUCTION. - E/r- = PROP. OVERHEAD ELECTRIC & TELEPHONE SERVICE OSAW TO THE LIMITS REQUIRED FOR CONNECTION TO EXISTING WATER MAIN. EXISTING PAVEMENT & CURB REPLACEMENT 4c STREET LIGHT. INSTALLATION & PROVIDE NTH AMERICAN BLVD. CONSTRUCTION ACCEPTED BY THE CITY OF SANFORD. PROPOSED BELLSOUTH CABINET SHALL BE SET BY EXISTING ELECTRICAL BOX IS CUSTOMER OWNED AND MALL BE REMOVED AND RELOCATED TO LOCATION - G = PROP. NATURAL GAS SERVICE SH�"EQUAL .-.Off._.GREAMjN e QUALITYCONNECTCONTRACTOR SHALL CONTACT SHERRI McCORKELL BELLSOUTH. SHOWN BY WAL-MART CONTRACTOR. TO EXISTING WATER MAIN ,06MW45*,BEND (407) 328-1909 WITH FPL, FOR COORD. OF ALL POWER & (SEE UTILITY DETAILS, 65 PROTECT & SAVE EXISTING UTILITY POLE & AERIAL - - - PROP. CONDUIT FOR FIRE PROTECTION TAMPER SWITCH LIGHTING ON -SITE & OFF -SITE. SHEET C-15 FOR DETAIL & SPECIFICATIONS). LINES. a64 8 NEW RELOCATED ELECTRICAL SERVICE TO BE INSTALLED BY FPL ----IC--- - PROP. CONDUIT FOR IRRIGATION CONTROLS ��W! , �0�64::� 6:� L� LA FiD 51 PROPOSED 4!' IRRIGATION WELL LOCATION. (3 PHASE 7.5 H.P. SUBMERSIBLE PUMP - 65 GPM 0 65 PSI). REFER SAW CUT & REL40IR EXISTING PAVEMENT TO LIMITS REQUIRED FOR INSTALLATION PROPOSED CONDUIT PER FPL SPECIFICATIONS. PAVEMENT REPLACEMENT 2' CONDUIT STUB-DUT EXTENDED 5- BEYOND S/W FOR = PROP. CONDUIT FOR IRRIGATION WELL ELECTRIC ------ TO ARCH./MEP PLANS & IRRIGATION PLAN SHT. 1-1 & SMALL BE EQUAL OR GREATER IN QUALITY. FUTURE FIBER OPTIC DATALINE CONNECTION. saw EIV = PROP. LOT LIGHT W/ MODEL TYPE . Q RIM ELEV47.80 SEWER P.V.C. 0 0.53X o.i (10 0 Ll nz, REMOVE dt RAISE EXISTING FRAME & COVER SANITARY SEM MANHOLE 10 MAT0i PROPOSED IMPROVEMENTS RIM ELEV. 49.10 RIM ELEV. 4&90 N.E. INV. 40.55 S.W. INV. 10.60 NX INV. 44160 4 iSAN. SEWER P.V.C. 0 1.05X LLJ 16. nO SANITARY SEVIER CONNECTION,,.:POINT LIMIT LLJ Of CIVIL DEIGN .401W',`EI#3T INV. 41.01 (REFER TO ARCH,/MtO PLANS FOR CONTINUATION) MAY 4 2001 D D 0,5 0.6 0.6 0 .15 9 1,0 2 1 .1 0.7 0. 1.1 1,7 2,0 2.3 2.0 IA M 0.9 1,7 2,7 3.4 3,0 2.3 1.4 1, 8, 4,1 4.81 7 3,6 3.1 1.7 9 3.9 41 . . . . . . . . . . . .l 4.5 3.6 2.2 C7:) CD Cu Ln 66 ti CL) CD '0 El- UJ CD M: IT .... ...... . 3,0 2,4 I 4 4,0 3.b 31j 41b d j +11AI Af AL 09 r3 7 qq 45 AcAA 4 4 3 6 4 0 .S_ Z 4P 9,,­` , 5 6.9 7.3 6.5 5,1 4.9 5.8 5.5 5,4 4,0 3.7 4,4 5.8 4, 5.6 f 4­ 6 'j. 3,6 3.1 3.4 5,1 5,6 0 5.7 4. 3.3 2.7 5 j .-If JI T&,3 -8--7,6 5,6 .7 5.6 5�4 5,5 6,6 7.2 7,0 6.3 4.6 43 4.9 5,2 4,6 3.7 3.3 4J2 4.8 4,9 4.0 3.4 2.7 3.2 4,1 5.0 4.7 4, 3.S 2,6 2,0 —1,6 - 4.0 5.3 A 5,6 4,8 4.4 33 4. 4,4 4.3 4.2 3.3 3,2 .6 4.4 3.7 3.0 2.8 3.0 3.7 4.3 4.3 3.7 3.2: 2.4 1.8 1.4 .4 4,5 3,8 3A 3.3 3, 3.6 3,5 2,9 2,9 3.0 3,6 .8 3 4,3 3,5 2.9: 2,8 3.0 3,8 4.5 4,5 3,7 3. 1 �j 2.3 2.0 2.0 3 4 .0 4.2 3 4,3 3.7 3.3 3A 3... 3.5 3.0 M 3,3 T;- 9 .9 7 3.8 3,3 2.7 3A 3.9 4.9 4.8 4,7 3, 2A T, -4.4 5,2 4 5.1 4.5 4X 3,6 4 4,, . V' 4.4 4,1 3,6 3,9 4, 18 .5 5,5 5.0 3.5 3.2 3.7 5A 5.6 5.3 5.5 4. 1­'� 2.9 2.5 3.2 .7 4.1 3.1 4, 8,2 4��, 9 5,2 3- a, -a 4, 3 3 2 3,0 4,0-: 5 +.'' 9 5�7 TO 7.3 6.9 6,2 4.3 4,3 5.0 5, 5A 4.8 4.5 4.1 51b .0 4� 5.L 3.6 3,1 3,8 5.�6 5,�&. r .1 8,2 7.1 5.5 5,2 6,71 3 WW.4 6,5 5.0 4.3 4,7 9 4 5,0 70 5 _67 b A 14. Ij 4.2 3.6 3.1+ 2�6 2.9 3�9 4.1 8,3 1 8�5 7.3 0. b Z) j .4 4,1 2 �'6 2, 3,3 7 3�8 3�1 2,7 2,5 2.8 2.8 3,7 3,6 2.9 2,,1 2,0 M 8.1 8.2 6,7 5.1 5.1 5.1 5,9 5.5 4.7 3.6 7 4.0 3,2 2. 2,c 1 1.9 1,7 13 7.0 .7 7A 6.7 5,3 C8 5. 6X­ 5,9 4,9 4,4 3,8 3,' 6 4,0 3.2 2.8 2.7 2.8 3.5 4,0 <4 7.8 .9 7,9 6,3 5.4 5.0 4, 5,,C: 5,8 5.5 4.6 4.0 1) 4.7 3.9 3.4 2.8 3,5 4.0 4.8 4. B 4.5 3.. 2`i.3 1 .4 1 t 31 3,7 3.3 3,9 5.6 5.8 53 5.8 4, 13, 6.1 7.8 8,4 7.3 5.7 5.1 6 0 2 5,9 5.2 4,4 4:+8 5.5 5.4 5,1 32 2.1 115 3 8.6 '15 A 5.8 5.3 33 3,3 4.0 6.0 6.1 1 18] 2 5,8 7. �.6 8.6 7.2 5,5 5.0 5.9 6,5 5 6.1 4,9 4A 43 9 6.7 5. 16 1 4 4 3.5 5A 5,0 4.6 3.8 A14 5.1 4.7 3.4 2.9 3,6 4.6 5.7 6A 5.9 4 6.6 7.5 7.4 6,6 4.8 4A 5,3 4.8 5 8 5A .7 5,8 4,9 4,2 3.7 4, 4,3 1 4#t"wtm9N 6.5 6.2 5, 4.7 33 2. 4.4 4.2 3.4 3.4 3 .'8 .0 'D Y, ffmmr% 2,6 A., 3,0 3.6 1 4.2 3.7 3A 3,0 3,( 3,4 3A 3.0 2,9 2,5 2.7 6 3,0 2A 2.2 2,1 24 23 3.9 5,1 6,6 1 6,0 2,8 8 1.9 2, .7 ...... . ... 3 3,0 3A 3.5 2,9 2.9 2.7 2,6 2.9 2.8 2.3 2.3 1 2.2 2.3 2.0 1,9 2.1 2.4 3,3 4.5 ­6.3 6 5.9 4.4, 9 1.8 1.9 3, ,4i -4.1 0, 4- 4 2,5 2.3 2,1 2.0 2.2 2.6 3,4 4.4 5.0 5,6",-. 5, 5.1 .4,1 2. 3,3 33 7 3 3,3 .2 4,3 3.5 3.3 3.0 3, 3.3--- 3. 3 i. I le i� N 3,6 3.0 23 2,5 2.7 3.6 4,2 4.6 5.1 5, E,'-, > 5.4 5,9 6.0 5.3 4.1 3.7 3,1 4A 3,6 3,3 .5 C0 6 1.6 .0 2.1 4. k 6,5 5,5 5.4 4.9 3,6 .3. 7" 4,0 4.5 4.4 3.8 2.8 3.2 4,2 5,0 5.2 5.3 5, 1 3, 3.4 4.0 1' 6.2 7A 6,7 4.8 4,3 5. 1 7.3 7111- 4 9 7, .8 T9 1,2 5.3 4,6 5.2:.—, 5.9 3,8 5A 5,,_9 5.0 5.9 5, 0 3. 3.6 4 X_�Q'12 6,0 5�1 4.1 A 1 7 5,jj 5 4,4 3.5 wti P4, 1) 6,8 7.7 T6 7.0 5,1 4,3 4,9 5,1 43 3,8 8 19 6 4 3.4 4.2 5.9 .5 6.5 5,2 4.6 3.7 3., 4,0 4.0 4,0 3,6 3.4 3,6 .2 4.8 4A 3.9 2.9 3.3 4.0 4.7 .6 4.6 3, S 2.9 3,0 .0 2.5 2.2 ,2 3.7 8 4 8 4.0 3.3 3,0 3, 3, 3,4 3,0 2,8 .8 3,9 3.4 2,8 2,8 2.7 3,5 3.7 3,7 3.2 2, E; Y: 2.0 2.0 FBI 7 2,7 2.7 3A 2,6 2,5 2.2 2,4 2A 3,1 3,1 2.7 2, 2.0 .2,2 2.7 3.5 3,9 3.8 3�1 3,0 2,7 2. 8 ,..�`3. 0 3, 3.3 2,6 3.6 4.5 t. 6 4.1 3.8 3.0 3.0 3 1-- 3.5 4.. 4.0 3.8 3.0 3,0 .8 3.0 2.5 2,3 2.2 2,4 2.9 3.5 3.5 2.9 2, 2.1 2.0 6,0 q n 'A A 4 2,3 1 q A r 4 &---1 5 0 4 3 3 9 13,4 3.7 3, B 3�6 2.6 2,5 3.0 3.5 C2 4.2 4.2 3, 1 2A j 2.9 2.2 1,6 It, 2 k I 3,4 2,5 1.7 1,5 1.7 2,5 2,9 3,2 3.2 3,6 6 7 .7 6.9 5.7 4,1 3.8 4,6 519 5,9 5.9 4.4 4.7 4,7 4,8 4,0 3.2 2.7 3.3 4,7 5.1 5.0 4,7 3, 2,7 2,8 18 A 4. 57 1 3.2 .9 Ino 7 3.2 .2 5.3 2.2 1�8 2.6 3 4r T�,4 7.5 6�6 4.8 4.3 4,2 4 7 5 7 _4 wr 63 5.4 3.8 3�2 4.0 4.5--, 4,6 4 4. 3 2 3 1 M `21�. 2.3 2. 1 1 J, C. 'j. 0, "D 4,5 4,3 31sa A77 \ 3.2 F 5 5,9 5,5 CO 3.2 2.6 2.8 3.0 3.5 3.6 3.5 3,1 4,0 4.4 4.3 4.3 3.5 2.8 2.1 2.6 3,2 3,6 3.7 3,5 2. fl 2. 4,6 Revisions Rev. Date B 1 10/25/00 II CHALLCIC]CR TIES 5/8"x 12' (MIN.) COPPERWELD GROUND ROO -No CONDUIT AS CONNECTED TO EQUIPMENT REQUIRED GROUND WIRE AT GROUND CONNECT ALL EQUIPMENT GROUND.• 39' STEEL TAPERED POLE 13 13 LUG IN POLE. PER SPECIFICATIONS.SPECIFICATIONS.POLE cwDucToRs To cR(YJNNNG LUG IN POLE SHALL BE MADE PLUMB WITH INSTALLATION IN CONCRETE LEVELING NUM TEMPORARY CAP (TEMPORARY ALL CONDUn) PAVING REQUIRES CONTINUOUS HAND HOLE VATH COVER VERTICAL 1/2' EXPANSION JOINT MATERIAL 1--(;- FROM BASE OF POLE. REINFORCING ALL AROUND. SEAL WITH JOINT 4`x 6` MIN. BARS SEALER PER SPECIFICATIONS SECTION "A —A" POLE -TO -BASE PLATE DETAIL C 5/8'x 12' COPPERWELD GROUND ROD. WELD SHALL COMPLY WITH AWS SPECS. AT CONNECTED TO EQUIPMENT GROUND Ae, WIRE AT GROUND LUG IN POLE TOP AND BOTTOM OF (4) ANCHOR BOLTS BASE PLATE 4 V DIAx 36' LONG x e H" WITH 2 NUTS, 2 FLAT WASHERS FINISH GRADE ---� i A A AND 1 LOCK WASHER EACH.. DIA. CONCRETE FOUNDATION BASE PLATE BOLT COVER TYPICAL BOLT HOLE LIGHT FIXTURE ORIENTATION (SEE STE PLAN FOR ORIENTATION TO BUILDING) CONDUIT AS = 6-#54' (MIN.) LONGLBARS REQUIRED EQUALLY SPACED POLE BASE PLATE AND SOLT PATTERN PER MANUFACTURER'S RECOMMENDATION (3/4' Min.) 18" DIA. TIES WITH SECTION "B—B" 61_XLAP(T?.) 9 19- O.C. VERTICAL AND HORIZONTAL BARS SHALL BE FIELD TIED. HANDHOLE NTH COVER REMOVED WELDING NOT PERMITTED. 3' (TYP) SUPPORT REINFORCEMENT IN GROUNDING LUG WELDED TO INSIDE BURNIDY COPPER #KPA4C ITS PROPER LOCATION FROM THE FORMWORK DURING OF POLE SCRULUG & TIN PLATED NUT CONCRETE OPERATION. AND BOLT OR BURNDY COPPER TWO PIECE JKC20 SERVIT ATTACHED TO BOLT COVER GROUNDING LUG V BELOW FROST LINE REQUIRED —14 GROUND CABLE ATTACHED M GROUND ROD NUT NOTES. LOOKING- T 4 1/40 BOLT 1. 3500 PSI MIN. 28 DAY COMPRESSIVE STRENGTH CONCRETE IMTH GRADE 60 REINFORCING STEEL WASHER WASHER PROJECTION 2- IF WATER IS PRESENT IN HOLE, REMOVE BEFORE POURING CONCRETE. 3. FOUNDATION EXCAVATION SHALL BE BY 24* AUGER IN UNDISTURBED, OR PROPERLY COMPACTED FILL PER SPECIFICATIONS. LEVELJNG-f BASE PLATE PER 4. FOUNDATION SHALL HAVE A MINIMUM ALLOWABLE END BEARING. OF 2000 PSF. S. FOUNDATION HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MINIMUM COHESIVE NUT 1. FLMAX SPECIFICATIONS CONCRETE) ANCHOR VALUE OF 1000 PSF. 6. FOUNDATION HAS BEEN DESIGNED FOR A GRANULAR SOIL BASED ON A MINIMUM LATERAL SOIL -EMBEDMENT BOLTS PRESSURE OF 1000 M UTILIZING AASHTO FIGURE 1.8.2C(4) OF OF POSTS:.. DETAIL "C" WITH OVERTURNING LOADS". * 12 1/2 7. EXPOSED CONCRETE SHALL BE PAINTED TRAFFIC YELLOW. 61 BOLT CIRCLE 8.DETAIL FOR 39' POLE VATH MAX FIXTURE EPA 4.6 SQ.FT. TYPICAL ANCHOR BOLT SPACING crYPOCAL Lfl6331nF-'UnT9N%4;M" POOLE 1rcE'B1AS`—)F. DD ETAUL N.T.S. NOTE: ALL 39i POLES TO BE MOUNTED ON CONCRETE PEDESTALS 3ABOVE GRADE, FOR A TOTAL MOUNTING HEIGHT OF 42 MAINTAINED FOOTCANDLE VALUES AT GRADE, USING A .75 MAINTENANCE FACTOR. MAIN LOT SUMMARY # POINTS 1040 AVERAGE 4.2 MAXIMUM 8,6 MINIMUM 1,2 AVG/MIN 3,40 MAX/MIN 6,93 Based on the information provided, all dimensions and luminaire locations shown represent recommended positions. The engineer and /0r architect must va j12% Qj us tnwes��-`.* determine applicability of the layout to existing or future field conditions. 10000 Ai ANCE RD. P.O. BOX 42728- CINMNARIH045242. (513) 793-3200 FAX (513): 793-6023 This lighting pattern represents illumination levels calculated from laboratory data LIGHTING PROPOSAL. FOR....: taken under controlled conditions in accordance with Illuminating Engineering Society approved methods. Actual performance of any manufacturer's luminaire may vary due to COAL MART variation in electrical voltage, tolerance in lamps, and other variable field conditions. SANFORD, FL MAY 4 20 4 Of 0- r%, PA I rMill i _iM7 PROPOSED 6' HIGH CHAIN LINK FENCE PROTECT & SAVE EXISTING INSTALLED 2' MIN. BEHIND BACK OF CURB CHAIN LINK FENCE CONTRACTOR SHALL USE EXTREME CAUTION - MEN INSTALLING POST FOR CHAIN LINK FENCE IV SHOULDER DUE TO THE CLOSE PROXIMITY OF EXISTING WATER MAIN & GAS MAIN. FIELD LOCATE SAID UTILITIES TO ENSURE NO,DAMAGE IS INCURRED. PROPOSED SILT FENCE PER FDOT INDEX NO. 102 (TYP.) 4 11 ELEV. 39.50 POND BOTTOM 0 PROTECT & SAVE EXISTING CURB & PAVEMENT 25 YR. / 24 HR. WATER LEVEL ELEVATION - 47.12 --- APPROXIMATE EXISTING GRADE EXISTING 8- WATER MAIN (FIELD VERIFY) 'MEAN ANNUAL WATER LEVEL ELEVATION - 44.74 ""- "" WET SEASONAL WATER LEVEL ELEVATION - 44.00 NORMAL WATER LEVEL ELEVATION -- 41.50 PROPOSED GRADE (TYP.) 2 2 �� 1r 1. CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF EXISTING UTILITIES AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE NO DAMAGE TO SAID UTILITIES. 2. SOD ALL SIDE SLOPES AND ALL DISTURBED AREAS. SECTOGN II � t� ! t.It 1 SCALE: H. 1' = 20'. V. I' - 2''' PROPOSED LIMIT OF PROPERTY TO BE D�L. DEDICATED TO CITY OF SANFORD PROPOSED SPILL TYPE CURB & GUTTER 77=1 _,F EXISTING WOOD FENCE TO BE REMOVED APPROXIMATE EXISTING GRADE •��, "�j.icePROPOSED FILL (TYP.) .;. JI1� PROPOSED 6' HIGH CHAIN LINK FENCE (TYP.) PROPOSED SILT FENCE PER FDOT INDEX NO. 102 10' BERM 0 ELEV. 46.50 25 YR. / 24 HR. WATER LEVEL ELEVATION - 45.02 .MEAN ANNUAL WATER LEVEL ELEVATION - 44.10--. WET -SEASONAL WATER LEVEL ELEVATION - 44.00.. 4 1r NORMAL WATER LEVEL ELEVATION - 41.50 PROPOSED GRADE (TYP.) ELEV. 39.50 ' ®POND BOTTOM 0 I 1 ELEV. 34.0 1. CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF EXISTING UTILITIES AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE NO DAMAGE TO SAID UTILITIES. 2. SOD ALL SIDE SLOPESjj��A��ND ALL DISTURBED AREAS. SCALE: H. 1' = 20'. V. 1'° - 2' 4' MOULDER 6" TYPE 1 PORTL.AND CEMENT CONCRETE WITH A l 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 12' X 12' CONTROL JOINT SPACING W/ MIN. 1-3/4" SAWCUT DEPTH. 12" CLEAN, FINE SAND SUBGRADE WITH LESS THAN �J 1OX PASSING A NO. 200 SIEVE. COMPACTED TO AT LEAST 95X OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. IBC 0 FDOT TYPE S-1 OR Sill ASPHALTIC CONCRETE V4TH A MINIMUM STABILITY OF 1500 LBS. COMPACTED TO AT LEAST 95X OF THE MAXIMUM LABORATORY DENSITY. 60 LIMEROCK HAVING A MINIMUM LBR O 100 COMPACTED TO AT LEAST 98X OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557). 12" SUBBASE IN -SITU SOILS COMPACTED TO AT LEAST 95X OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM 0-1557) PA DAL PROPOSED LIMIT OF PROPERTY TO BE PROPOSED BUILDING DEDICATED TO CITY OF SANFORD PROPOSED HEAVY DUTY CONC. W/ INTEGRAL CURB ( PPRNOCO � 6j HIGH CHAIN LINK FEE10' SHOULDER TT F.F. ELEV. 49.51 PROP. GAS MAIN PROPOSED 8� PVC k WATER MAIN EXISTING WOOD FENCE TO BE REMOVED EXISTING PAVEMENT & k CURB TO BE REMOVED EXISTING WATrQ MAIN do GAS k MAIN TO BE REMOVED k u � 1 AMERUCANA 4:1 SLOPE PROTECT & SAVE EXISTING CURB & PAVEMENT • PROPOSED FILL (TYP.) 20' WIDE BERM W/ SCALE AS CONSTRUCTED IN -� 1999 TO INCORPORATE A 12n FORCE MAIN & 16" WATER MAIN. CONTRACTOR SHALL CONTINUE EXISTING SIDE SLOPE TO BOTTOM OF PROPOSED RETENTION POND AT SLOPE SPECIFIED. 25 YR. / 24 HR. WATER LEVEL ELEVATION - 45402 MEAN ANNUAL WATER LEVEL. ELEVATION - 44.11- - �wWET �tAsom WATER LEVEL ELEVATION - 44.00 - 4 1 APPROXIMATE EXISTING GRADE 1 NORMAL WATER LEVEL ELEVATION - 41.50 1 ELEV. 39.50 ®POND BOTTOM 0 ELEV. 34.00 N 1. CONTRACTOR SHALL EXERCISE EXTREME CAU11ON IN AREAS O EXISTING UTILITIES AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE NO DAMAGE TO SAID UTILITIES. 2: SOD �ALL SIDE SLOPES AND ALL DISTURBED AREAS. �7t5����tl\! Blf�ii�dl(l�91 SCALE: H. 1" - 20', V 1" = 2' PROPOSED SILT FENCE PER 10' BERM 0 FDOT INDEX NO. 102 (TYP.) ELEV. 46.50 i--- APPROXIMATE EXISTING GRADE PROPOSED SILT FENCE PER FDOT INDEX NO. 102 (TYP.) PROPOSED 6' HIGH CHAIN LINK FENCE (TYP.) 10' BERM 0 ELEV. 46.50 PROPOSED FILL (TYP.) �- - --25 YR. / 24 HR. WATER LEVEL ELEVATION - 45.02 MEAN ANNUAL WATER LEVEL ELEVATION - 44.11 WET SEASONAL WATER LEVEL ELEVATION - 44.002�1 4 4 ELEV, 39.50 POND : f f'.-�� r fi . 22 11 NORMAL WATER LEVEL ELEVATION - 41.50 PROPOSED MADE (TYP.) NOTE: SOD ALL SIDESLOPES y ALL DISTURBED AREAS- SECTUGH D D SCALE: H. 10 - 20% V. 1" = 2' 2 1r ELEV. 39.50 ®POND BOTTOM 0 ELEV. 34.00 N 1. CONTRACTOR SHALL EXERCISE EXTREME CAU11ON IN AREAS O EXISTING UTILITIES AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE NO DAMAGE TO SAID UTILITIES. 2: SOD �ALL SIDE SLOPES AND ALL DISTURBED AREAS. �7t5����tl\! Blf�ii�dl(l�91 SCALE: H. 1" - 20', V 1" = 2' PROPOSED SILT FENCE PER 10' BERM 0 FDOT INDEX NO. 102 (TYP.) ELEV. 46.50 i--- APPROXIMATE EXISTING GRADE PROPOSED SILT FENCE PER FDOT INDEX NO. 102 (TYP.) PROPOSED 6' HIGH CHAIN LINK FENCE (TYP.) 10' BERM 0 ELEV. 46.50 PROPOSED FILL (TYP.) �- - --25 YR. / 24 HR. WATER LEVEL ELEVATION - 45.02 MEAN ANNUAL WATER LEVEL ELEVATION - 44.11 WET SEASONAL WATER LEVEL ELEVATION - 44.002�1 4 4 ELEV, 39.50 POND : f f'.-�� r fi . 22 11 NORMAL WATER LEVEL ELEVATION - 41.50 PROPOSED MADE (TYP.) NOTE: SOD ALL SIDESLOPES y ALL DISTURBED AREAS- SECTUGH D D SCALE: H. 10 - 20% V. 1" = 2' 2 1r m ZZ 0 0 CV co v- tri 0 T ro ar Z3 3. Q cz U LLl to c m U 02 KEBABS, 5Tt}1 PICKETS, NO UNDER TE PUT FlGRATE LTER FABRIC a ® P 2"X Y HARD WOOD STAKES STAKED AND ENTRENCHED 2 EXCAVATE A 4"1C4 TRENCH i'-8 TO 2' IN GROUND. STRAW BALE 0' A! WOVEN a ARE FENCE (MIN. 14-1/2 GASJGtz„ 1. SET THE STAKES uPSLtOPE ALONG THE LINE ANCHOR BALES WITH 6�1 ��� } ' c C MAX. 8 MESH SPACING) OF STAKES 2' x 2' x 2' x IV o OR BINDING Ti�EE�9RE � � � � 1 l COMPACTED SOIL TO � �� �..- w [ 1 ® ''�1IN {a '' STAKES PER BALE. � F6v � PREVENT PIPING 8' SEDIMENT LADEN I t!A>L C-C �� '� /- '� �.� .. �. FILTERED RUNOFF RUNOFF r�° r 3 ) f7ALK� Ul LTEiiED � � I se miN_ FENCE PCi5T5. /�' ' r/ 7 '� 0) © 17 d/-CO.R PdlN 18" INTO b IL .;. 3. STAPLE FILTER MATERIAL BA 4. CX{F1LL AND COMPACT ® COMPACTED BApCFiLL TO STAKES AND EXTEND THE EXCAVATED MPA P R_IAL INLET COMPLETED . �TED IN FILTER FABRIC IT INTO THE TRENCH. OIL OVER WIRE FENCE © 0 ®W PROPERLY INSTALLED STRAW BALE (CROSS SECTION)64' 4' I C L LT BA RI C R 0 C� r. 1. EXCAVATE THE TRENCH. 2. PLACE AND STAKE STRAIN BALES. � � ® RO L1 E CTOO 10j (Y'48LI�lla✓t�liV7L`J:. ANt E FIRST STAKE -�' ---''f MEET FLOW INSTALLATION O EC TOOK AROUND I LET i�[��1�C� G`� -�^�'e "` TOWARDLPREVIOUSLY EI..EYAT1Li$d _ (PAR E ,VE,�EW, �X MAX G PHOLA STRUCTURES ROTC H BOTTOMONLETS N.T.S. N.T.S. WOVEN WIRE FENCE (LAIN. 14 1/2 GAUGE, MAX. 8' MESH SPACING) WITH FILTER CLOTH COVER A A . FLOW AWIDLE POSTS: STEEL EITHER T OR U TYPE OR 2"x2" HARDWOOD FENCE: WOVEN WIRE, 14-1/2 GA. 8" MAX• MESH OPENING 3 LOOSE STRAW BETWEEN BALES PIPE 4. BAC KI'll AND COMPACT THE EXCAVATED "i FILTER FABRIC; POINT 'A' SHALL. BE SCIL HIGHER :THAN POINT 'B' PROPOSED COMPACTED FiN15EI CItADE 1. MIRAFI 14ON Sty E3ACKFILL DRAINAGEWAY INSTALLATION (j/ FLOW 2• DUPONT TYPAR 334t (FRONT EIEVA-HON) W W W BU i 3. LNi APPROVED EQUAL w W W W W W -r -� i�•: , eA FLOW _ /-•" NOTE: INSTALL iPd ACCORDANCE WITH SILT � W EXTEND 1itRE FENCE FENCE DETAIL. EXCEPT AS NOTED ABOVE W W al o MIN. Xk 2" INTO TRENCH{ � GROUND W WETtAbfDW W UPLAND � MIN. 8' ID FILTER FABRIC L ]T FENCE ENC .a• HARMER 13 L� Lr�> I W W W W MIN. 8' INTO GROUND W W W •. IiSTING SWALE N.T.S.W W W w SILT BARRiE}2 C:ffit7SS-SECTIt�N D ARR W SiLT BARRIER ALONG � 937 W W W W W ENTIRE WETLAND PERIMETER CONSTRUCTION OF STRAW SALE BARRIER 1. WOVEN VARE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH W TIES OR STAPLES C L 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WE FENCE WITH TIES SPACED EVERY Ftpyy 24' AT TOP AND PAID SECTION. F ` / A 3. WHEN M SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED g BY SIX INlxlt� AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED MATERIAL z SHALL BE REMOVED WHEN "BULIa;W DEVELOP IN THE SILT FENCE 1 BOLT fL�[G`9E� ATC�IfC t l �F TO 9 7118CE N.T.S. W SEDIMENT -LIEN FL FLOW WETLAND ��✓J Li 'E o`JTi9 �" 'J RUNOFF DEPTH BELOW TOP OF INLET: N.T.S. POINT "A" SHALL BE HIGHER THAN POINT *W 5' MIN. GATHER EXCESS AME AS REQUIRED LAIN. 1'--MAX. T N.T.S. r , q (Typ� A7 CORNERS PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY � 2" X 4 WOOD FRAME .clv 71 STRAW BALE BARRHER MAX. N.T.S. \ y • ;,, TEMPORARY � ,• • AK SLOPE 2:1 SEDIMENT \ s use R DROP GREET SUM `- TOP OF BANK � WITH GRATE W C C� C� O GENERAL NOTES: 3' MIN. 2' x Y STAKE , �/ I I I PARTICLES d II I / I +,� :aa VtEEA H BARE GROUNDCID \� FOR DEWATENG '•? SETTLE Our SOD LIMITS tO0 �j; ST M WATER WITH cPEaF1c APPLICATION 11 1 I t O 1 U t 1 1 I BINDING WIRE 1. BALES SHALL. BE TITHER E•-MUND � I I � ' � � LARGE o� � THIS CIFICMETHOD OF INLET- PROTECTION IS SHEET' FLOW �' "! f tt I I �r ` W't I 't f tL C C)ft TWINE , OR STRAO-•T�n WITH THE SNDtNas I I I E I I ��J �) .;j' MOM AROUND THE SIDES RATHER 11 J (l J , APPLICABLE WHERE HEAVY FLOWS ARE ��'� � E1< COMPACTED SCXL AISED STRAW BALE THAN OVER AND UNDER THE BALM �mr EXPECTED AND VMERE AN OVERFLOW - 'a T- - - - 1 --S. C I 1 CRAM INLET 2. BALES SHALL BE PLACED LrNotf : ARECAPDESIRBILITYABLE. AND EASE OF MAINTEIJANCE as f4 I� INNtEAT �E TROWNDS oE�GT TIE FABRIC =' ARE nE511iAJ E Y I I PROPOSED SWALE )1 , e SAO PRESSED TOGETHER. _ 0 W ' 3 THE BALE SHALL TE ENTRENCHED i I GRAIM INLET AND BACKF1Um, A TRENCH SHAH DRAIN INLET _ BE EXCAVATED AROUND Tiff INLET LAKE J ME WIDTH OF A BALE TO A uTreLtt»A f , OR ..1 DEPTH OF 4 AFTER TITS U' ,'• .•• SWALE -L STRAW BALE BALES ARE STAKED, TLC D=VATED : t 11 ti tl CI LSOL ., 114 fit, I t Ii1 I"i I r COMPACTED AGAINST T� � SILT BARRIER � 1 ! f W ! t W BARRIER. • SEE FIGURE 2 2a 3 Ely . Cil < 2"x2'xV WOODEN STAKE FABRIC EXTENDS 1' MIN. �:•.' PLAIN (2 PER 9AtE) 4 EACH BALE STALL LD INSECURELY EXISTING SWALE „ �AT1QN ANCHORED AND HELD IN �Aa£ BY AT UE ST TWO STAKES OR R9 BARS DRIVEN THROUGH THE BALE. •. tI LOOSE STRAW SHALL TE WEDGED BETWEEN BALES TO PREVENT WATER FRC>1k ENTERING N BALES �C IT ' G Si�CA�UMEN`� OL BAmm Em AT C�ONNEC COON Z; 0"TR a` i�.�LE ONLET 0&T. FENC h LI L T EXCAVATED O IL �' , Bump � AL TO O i�'U N AL �, N.T.S. N.T.S. D77DTSBNSF N.T.S.0 NSr N.T.S.D N T5T LLJ: ,N, 8�3%N 9T3%98 N.T.S. = �. Gj BEST MANAGEMENT PRACTICES SECTION 3 PROTECTION OF SURFACE WATER QUALITY DURING AND AFTER vinyl Sheathed EAW steel Coble (5�0 Lbs. Breaking Strength) With - CONSTRUCTION♦� �,_,; 1-,�`.._--"" , '•:.:":� .�._,. . ___ TEMPORARY EARTH BERMS Galvanized connectors marl Free Disconnect) cksed can scud Plastic Foam This plan has best prepared to ensure compllance with �` -�.� =-=�„- •_.__ _,� /_ '_ Lit. � X d: W Silted PVC CannarotorP 3.1 Surface water quality shall bar maintained b employing the """'-"'-"-=`----•-- >pe Flotation rS' Dlo. Squire 112 Lbs. the Rules of the Florida Department of Environmental Protection, q Y Y Yi 9 F89pL@ Ai(1T G8 (Metal Collar Pelt faaed) Closed Call solid Plastic Foom Per Ft. Etrorcmcrl t2s tee' 77--25, F.A.C., and fhs Southav®st Florida WaEsr Agana amen# following BMPa In the construction planning and construction - '~•. ___-w.-. RIP RAP, Flotation X8' Dia. Equlv.! lff lbs. aP IF DIRECTED Per Ft. Buoyancy) District, Chapter 4XH3-4, F.A.C. The plan addresses the following of all ImproveneLts *TEMPORARY EARTH BERMS IF IRECTENGINEER PUMP �ty� a 1. Protection of prey/conserved upland habitats during 3 2 praaltcal. atormwatar sho11 be sxanvsyrLd by nwales. Where i9b lb. Breaking CntlafrUCtl6n. SILT 18 0z. Nylon Reinforced a 1B Oz. Nylon Reinforced srrerythl 3.3 Erosion eorutrol measures shall bar emp►oyed to minimize t„ .y PVC Fabric i3GalHU t Test) - r y g k .i i t s 1 1_ I , PENCE As PVC Fabric ram psi Z Germ arcelon control. turbldit of surface waters located downstream of any -- `~ # I a ? t f C� Stress Plate f Galvanized Chain Tes11 With. Laolry Grommets # GoMarized Choi _ - construction activity. While the various measures required ? w ! 3 Protection of surface sister quality during and after will be site specific, they shall be amployad as needed in 1..:: - _ _ ® r t� r �� tDrstruction. accordance vAth the followin I� 6 I,_ t g• ! U. bat i I) il } 61 TYPE ff A TYPE I A l p " D •5` Sid. iSfrpfe Penal For Depths 5' or Lass). Q 4. Control of wind erasion. a. In general, erosion shelf be controlled at the ; s m I I d B i b _ ..•. o r • . L furthest practical upstream location. Dt 5 Sid. CAddlttahob Penal For DeAfhs� 5 _ - - - �....a 'i r= APPLICABLE IF NO ACCEPTABLE LAKE The various techniques or actions Identified under each section y,� OR SUUP AREA IS AVAILABLE. (�lrlaln To Reach Bottom Up To Depths Of 10 Feet. F Twai2) Donets To Be Used For Depths Greater Than indlcate:iha appropriate situation when the techniques should be b. Starmwater inlets shall bar protected during _ •-� � 0 € ll 10 Feet Unless Special Depth Curtains Specifically Called employed. Also identified Is a cross-reference to a diagram or Construction. Protection measures shall be employed � ---� For !n The Pleas Or As Determined BY The Engineer. P g'-v W figure raprestblg the technique. are sown as practical during ill® various stages �o� µ,W w, ,1 Ff 20' - 40' 300' (MIN.) ABTTfE, QEAITS OF T17'ES I AND JY MAY SCAR [AL. !La£AfTfCAL G of Inlet construction. Silt barriers shall remain It should be noted that the measures Identified on this plan are in place until sodding around Inlets is Complete TO PWWEfARr ANY iRP' EiVT aV 7WE t3�bETARr a li fT5 pc 71tE J tR f 7i� F iST@ILflY only suggested BMP(s). The contractor shall provide pollution ,u VEGETATED AREA THE tI"sFR, S� PQ4 7YPE5I AND7I SHALL DE AS praverltion and arosian control measures as specified in FDOT 1 o, qj u.• I APAWVED BY ZHIF EACMEM. index '100 and as necessary for each specific application. 3.4 Heavy construction equipment parking and maintenance areas 41 :�I DtV� '1' 1. shall be designed to prevent oil. grease, and lubricants `-" �j t FLOATING TURBIDITY BARRIERS from enter€ng site drainage features including stormwater 0 U'm i ! : to SECTION 1 PROTECTION C PRESERVED/COfIS1tVED UPLAND HABITATS collection and treatment systems. Contractors shall provide ���,{� ;,, ,. Post loptlarm 2' x 4' Dr bread dikes, hay bales or alit screws around, and sediment ® II�il �il-naWd ,� •; D' .1- ,�. �'i '- z , 1. f 2{ Min. D1o. Woody Steel N/q sumps within, such areas as required to contain spills of OR G 1.33 tbs/fit. aCtnJ oil, grouse or lubricants. Contractors shall have available, and shall use, absorbent filter pods to dean up = I t= sECntNu 2 GENERAL EROSION CONTROL ® � 18 Oz. Nylon Reinforced aphis as sow as possible after occurrence. -- CW a c e ' C' ' STABILIZED CONSTRUCTION PVC Fabric 13D0 psi Test) - 2.1 GeaLeroE erasion control BMPe shall be employed to minimize `� , . -` "' "' -', :`�• :'`:" ' ' °"€ r" ---- i i ENTRANCE sob erosion and potential lark® slops eve-€ns WNLIie the 3.5 barriers, Iany slit which accumulates behind the fill used to anchor the barriers shall be e I o various techniques required will be site and plan specific,l I G _.._ •r s+.s a r. re I TEMPORARY EARTH BERMS they should be employed as soon car possible during removed promptly after the end of the maintenance p®r€od apeCiflsd for the barriers.E•,••= ° construction aCtMtias i ffi Y SECTION 4 CONTROL OF WIND EROSION ® t =`J-q.� 12 Cleared site development areas not continual) scheduled for !. Floating turbidity barriers are to be gold for radar theZ. construction activities shall be covered with hay Or contract unit price far Ftoating rurbldify Barrier, tF: overseaded and periodically watened sufficient to stabilize P Y 4.1 Wind erosion shelf be controlled by employing the fallowing STAKED TURBIDITY BARRIER 2 Staked turbidity barriers are to be paid for under the contract the temporary groundcovw. methods as necessary and appropriate ® j W i iPa s$ - - unit price for staked Turbidity Barrier. LF. PROTECT ALL STORM INLETS _ 2.3 Slopes of banks of retention/detantian panda shall be a. Bara earth areas shall be watered during ®� I ± PER FIGURES ABOVE (TYP.) (SEE ABOVE) constructed not steoper Than 4FI 1V fram t of bank to two sp op construction as necessary to minimize the tree art of 0 � � t1C7 C=9 C� +��.. � � c=i CT{i •� ,p g ➢ A ;! fugitive dust. It may be necessary to limit iD feat below normal water least. 'i _. - a Pile toartions construction vehicle speed if barn earth has not been � �� �.. .J•. .�% .,_� - � _ �Ci S i ♦ Proposed Toe Of Slope _ - 24 All gross slopes constructed steer than 4H:1V shall be effectively watered. !n no case shall fugitive dust bar ® A $ Dredge Or Fill Area sodded as soon are practical after their construction. P allowed to leave the site ender construction. � rt $ a Mooring Buoy w/Anchor 300 (TYP.) PORARY �!j ExCe 4way� ~ -•a Anchor 2.5 Sod shall be placed far a 3-foat wide strip adjoining all b. co sow construction, practical l after completion of x r P 9 axxtatrucilon, bars earth areas shall bar vegetated. RECHARGE R T€ON AREA - curbing and around all Hats. Sod shall be placed before ® } �� � ,=� C!� oveAotlon�o silt barrier are €nstalled y g _ _ w _ - c At an aim® both during and after site ® =' C] construction that watering and/or vegetation are not ��=* i r Shore Une effective in controlling wind erosion and/or transport ,✓t �- f N PRCAL DEATE0N 213 Whero required to prwvsaTt erosion from sheet flaw across \ bare ground from entering a lake or aerate, a temporary of fugitive dust. other methods as are necessary for ® r 9 � `� such control shall be employed. These maUtods ma sl / 9 sediment sum shall be constructed. The temporary sediment P Yam• y ® SEE REFERENCE NOTES j� I�pO os sump shall remain In plats until vegetation Is established include erection of dust control fences. If required. ® E THIS SHEET Y ' ® V � ���� ()`ejE TTP I TypO°I " on the ground draining to the sump. dust cAtttrol fences shalt be constructed in accordance s LJLJ a o I ® o Store Line Umuts Of Canst. height hthe ehdetail ba for a silt fence, except the minimum �_._. o . 4 feet."w 9 NOS % ®® _ ..__: � � 0 Currant Umtts Of Caxst. Stara Line ® . f �� LAJ z REEERENCE NOTES,r I� fr Stricture Alignment �<. � � � ®U V si__W D E DO EN EI LP- T HO N Turbidity 0 0 0 o Barriers 1. REFER TO THE GRADING & STORM DRAINAGE PLAN SHT. C-8 & C-BA FOR PROPOSED & EXISTING CONTOURS. ® r WETLAND DELINATTON LINE (n 0 .� b-, (C"'/ ((��^jl�Ij�j j �jj NOTES"NOTESr turbidity barriers far flowlrra streams and tidal 2- REFER TO THE GRADING dC STORM DRAINAGE PLAN & COMPOSITE � PROPOSED JLLIIVV L111 LI "L1 L 1. Turbidity barriers are to be used in ail permanent bodies or water regardiess of water depth. creeks may be either floating, or staked types UTILITY PLAN SHTS. C-8, C-8A, C-9 & C-9A FOR REQUIRED � a APPROXIMATE LOCATION OF 100 YEAR or any combfnotlons of types that will suit site ® ,..• •+o. r {#` FLOOD PRONE DELINEATION LINE PER 2 Number and spacing of anchars dependent on current velocities. conditions and meal otaslon control and water EASEMENTS. >'° ® FEMA MAP NO. 12117CO045 .E DATED quallfy requirements. The terrier typefs) will +a MAINTENANCE OF EROSION CONTROL MEASURES IS OF PARAMOUNT IMPORTANCE TO J. Deployment of barrier orwW pile laxdlons may vary to amnrr»dote wnstruatlan operations. be at the Contractors option unless otherwise 3. REFER TO THE COMPOSITE UTILTY PLAN SHT. C-9 & C-9A � d+y,. APRIL 17, 1995 � WAL-•MART. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL EROSION specified In the plans, however payment will FOR EXISTING &PROPOSED UTILITIES. � .0 � CONTROL MEASURES SH0IVIV Ail THE PLANS THE EROSION sXAYTRSX SYSTEM Z. 4. Novlgation may rerlulre segmenting barrier durfng construction operations. be sfo the goy ileums) ity Barshedrier In the 1 �m '` DESCRIBW 4HTHIN THE CONSTRUCTION DOCUMENTS SHOULD BE CONSIDERED TO pions far Floating Turbidity Barrier and/or REPRESENT THE WNMUU ACCEA'TAMZ STANDARDS FOR THIS PROJECT. ADDITIONAL S. For addltrooai tnforrmtlon sae Searion ID4 or the Stanoamd Speatfiwtro,Ss- Staked Turbidity earner- Posts in stoked 4. REFER TO THE LANDSCAPE PLAN SFGT. L-1 8[ L-lA FOR SEEDING EROSION CONTROLS S MEASURES MAY BE REQUIRED DEPENDENT UPON TitE STAGE OF SPECIFICATIONS. ,� W CONSTRUCTION, THE VERITY OF THE RAINFALL EVENT AND/OR AS DEEMED NECESSARY position barriers to bar a sweet to vertical postifan unless otherwise divested by the � .,. Engineer. "•" -- m.. ®®m DENOTES SILT FENCE e AS A RESULT OF CAN -SITE INSPECTIONS BY THE OWNER. THEIR REPRESENTATIVES OR THE .AIidSDICTItONAL AUTHORITIES. THESE ADDiTtONAL MEASURES SHALL BE TURBIDITY BARRIER Af'i'UCAT�WS 5. REFER TO THE SITE DATA ON THE SITE DIMENSION PLAN SHT. WETLAND DELINATION UNE LEJ INSTALLED AT NO ADDITIONAL COST TO THE OWNER. IT is THE CONTRACTOR'S C-6A FOR TOTAL ACREAGE TO BE PAVED, ROOFED & SODDED. THE IDES NOT EXCEED D ASSURE TOLERANCES THAT THE STORM WED B DISCANY OF T FRt1fA ������a TY � ,q ���� MITE PP(� THE SITE DOES NOT EXCEED THE TOLERANCES ESTABLISHED WA BY ANY OF THE L/r/~,1e2 IS. REFER TO THE GRADING & STORM DRAINGE PLAN do LANDSCAPE [) ©�® JURISDICTiONAL AUTHORTIES PLAN SHTS. C-8, C-8A, L-1 & L-1A FOR AREAS TO BE STABILIZED FOOT INDEX No. 103 VEGETATIVELY BY SEEDING, SODDING OR GROUND COVERS. N.T.S. 10'-0' Max A B C F SEE THE SITEWORK SPEC€FICAT€ON5 D E � B FOR THE SIZE, TYPE, AND GAUGE OF n W. v4 .: SEE PLAN MATERIALS THAT WILL BE USED FOR 0 N . CONSTRUCTION OF A CHAIN LINK FENCE. ' a1/2" 4OD a " 4 co NOTE: PROVIDE 1 2 EXPANSION JOINT BETWEEN SIDEWALK' 2" FDOT TYPE S-1 OR S-111 ASPHALTIC O 3" FDOT TYPE S-1 OR S-III ASPHALTIC AND ALL FIXED OBJECTS CONCRETE WITH A MINIMUM STABILITY OF CONCRETE WITH A MINIMUM STABILITY OF REFER TO CONCRETE SIDEWALK-1 .4 o PROPOSED ASPHALT A A 1500 LB& COMPACTED TO AT LEAST 95% 1500 LBS. COMPACTED TO AT LEAST 95% DETAIL THIS SHEET. FOR SPECS. r! PAVEMENT o 0 OF THE MAXIMUM LABORATORY DENSITY. OF THE MAXIMUM LABORATORY DENSITY 112' RADIUS TOOLED JOINT OR B 4 6' UMEROCK HAVING A MINIMUM LBR OF 100 E 6" LIMEROCK HAVING A MINIMUM OR OF 100 PLAN VIEW 1 DEEP SAWED JOINT (TYP.) I COMPACTED BENEATH PROPOSED SEE SITE PLAN COMPACTED TO AT LEAST 98% OF THE MODIFIED COMPACTED TO AT LEAST 98% OF THE MODIFIED SIDEWALK AREA TO 98% MAX. » »1 ' Ed PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557). PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557). 6 1 4' THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED ® 35 O.C. MAX.:: DENSITY PER AASHTQ T� 180. -� / EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 2" SLOPE 1/4 /FT • n MAX. ©©� 12 SUBBASE IN -SITU SOILS COMPACTED TO AT V 12" SUBBASE IN -SITU SOILS COMPACTED TO AT (TYP) LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM 2' 5.0 `� 5.0' �T� 5.0' ,�{r 50' 5.0' S.0' 5.0' (tYf') �1/2»R V1 DRY DENSITY (ASTM D-1557) DRY DENSITY (ASTM 0-1557) (�) N7 ACC CCU 0 � � a ° 4 6" PC CONCRETE NOTE: (TYP} 4' I ; I E, 2" (TIP.) NOTE: BASE MATERIAL SHALL BE EXTENDED A MINIMUM OF 1 FOOT BEYOND THE BACK WHERE REQUIRED REINFORCEMENT (TYP) » ;'I I'.. I i •' OF CURB AND SUB -BASE SHALL BE EXTENDED 1 FOOT MIN. BEYOND THE BASE. » 4" AGGREGATE BASE 3 -0 MIN. 1_ : , �.; ; STRIPING EACH WAY PACING, OR COURSE COMPACTED TO SECTION B-B LINE POSTS ;•4 . 3»(.rn,) . FL' '�111 LIE 'MAVEN ENS �� �[ � �[i�� . ��I I1�.1�i� �RtPI/N/� �/ SECTION A - A e x ®- nn.� x �n.4 a 90% STD. PROCTOR (TYP) 3'-6" IN, GATE _ lL/��L GATE OR CORNER POSTS '. T H-N ��•.-,�(�q4 TIMES POST DtA.I T OTCHFENC M/A 0 rLH rkYry.y �� IF I rKti��; rE DTWALKPC 9/30/98 u u VA t8' CURB &GLITTER (TYP.) G� 5' TYPE 1 PORTLAND CEMENT CONCRETE O 6' TYPE 1 PORTLAND CEMENT CONCRETE PLAN VIEN WITH A 4000 PSI COMPRESSIVE STRENGTH WITH A 4000 PSI COMPRESSIVE STRENGTH �� PLAN MEW go' AT 28 DAYS. 10' X 10' CONTROL JOINT AT 28 DAYS. 12' X 12' CONTROL JOINT 10'R. (TYP.) SPACING W/ MIN, 1-1/4" SAW -CUT DEPTH. SPACING W/ MIN. 1-3/4" SAWCUT DEPTH. A C FILLED W/ CONC.PIPE 3" qla GALVANIZED WITH TOP ROUNDED. POST Wj 12" CLEAN, FINE SAND SUBGRADE WITH LESS J� 12' CLEAN, FINE SAND SUBGRADE WITH LESS o ISLE SIGN `~ THAN 10% PASSING A N0. 200 SIEVE, THAN 10% PASSING A N0. 200 SIEVE, B STEEL POST COMPACTED TO AT LEAST 95% OF THE COMPACTED TO AT LEAST 95% OF THE (STANDARD PIPE) » MODIFIED PROCTOR MAXIMUM DRY DENSITY. MODIFIED PROCTOR MAXIMUM DRY DENSITY. 2 1/2" 2'-0 d LEI H7 2-5/16" DIa PAVEMENT OR r (� DUTY HEAVY CADMIUM PLATEDCL FINISHED GRADE .,3 _j - ®UTY 9" 4» STEEL BOLTS W/ EXPANSION JOINT HEX NUTS, a o 3 R. (TYP.) 1/2 FIBERBOARD FILLER p — 11-711 _ — a� 3' COVER TO "� ;•_. , : NOTE CONTRACTOR SHALL COMPLY WITH WAL-MART SPECiF1GATIONS, AND DESIGN 1 ( I � I '• 2 1/2' 171 A a :•° . pja °$ III 1 4 a :. . * OVER FOOTING V DATA AND RECOMMENDATION OF THE FCPA 'DESIGN AND CONSTRUCTION OF CONCRETE TOOLS REQUIRED i ti I ~ • 'n �_ A• "' PAVEMENT MANUAL' FOR CONCRETE PAVEMENT JOINT SPACING. THIS IS TO INCLUDE E I —III ° I FILL POST eY/ CONCRETE m i• .:' .: :: N9" BOX WRENCH AND/OR SOCKET. ( j �.P m ° ' as z CONTROL/CONSTRUCTION, CONTRACTION AND ISOLATION JOINTS. !—I I °: v. 4: a . '°. I I_ .t HAMMER _€ I ° °° a ° r e. Q (�I ? d 4 4 nn 2500 PSI P.C. 0 0 IU�II� PAVEMENT ll�EIV� �� C� q�! INSTALLATION INSTRUCTIONS: �' •. e• a: CONCRETE MINIMUM �� 1. Select level area in parkinglot. » . (TYP.) 19,5' (TYP.) 2-1/2 Dia GALVAN€ZED :4 E 2. Lay bottom plates (E) approx. 15' apart parallel. 4• • . a 4 : a OR AS NOTED ON 3. Attach side rails C to bottom later (E). A to STEEL SLEEVE (DOUBLE • NOTES* with hammer ma ti® required. P () P EXTRA STRONG PIPE) �' • ?�, •: a .d w ° �' ` a SITE DIMENSION PLAN F- 1. SUB -BASE MATERIAL SHALL BE EXTENDED A MINIMUM OF 1 FOOT BEYOND THE BACK OF CURB. 4. Attach stop bar (D to inside of rail (C) with -6 1,_6» NOTE: 2. WHERE CONCRETE PAVEMENT IS CONSTRUCTED ALL CURBING ADJACENT TO IT SHAM BE INTEGRAL CURB. blot and lock nut (F). "--� ALL PIPES SHALL BE 3. CONCRETE PAVEMENT SHOULD BE CONSTRUCTED ONLY OVER STABLE AND SMOOTH COMPACTED SUBGRADES. CART CORRALS WILL BE PROVIDED BY WAL-MART. 5. Mount (B) into side rails (C) by aleaving the swedged PAINTED TRAFFIC YELLOW 6' PAINTED STRIPE (TYP.) ANY SURFACE DISTURBANCES OR WHEEL. RUTTING SHOULD BE PREPARED PRIOR TO PLACEMENT OF CONCRETE. TO BE ASSEMBLED AND INSTALLED BY THE SITEWORK pieces together. A slight tap may be required. jA� ( + g � n n ON � ��r/ 00 •- �1( � .�1i 6 4. THE SUBGRADE SHOULD BE THOROUGHLY WETTED IMMEDIATELY PRIOR TO THE PLACEMENT OF CONCRETE TO CONTRACTOR. BASF. ® lam, G=v1a L� ii v iJi! MINIMIZE ABSORPTION OF MOISTURE FROM THE CONCRETE DURING CURING. 5. CONCRETE PAVEMENT THICKNESS SHOULD BE UNIFORM THROUGHOUT. WITH THE EXCEPTION OF CURBING OR THICKENED EDGES.MM Lr_ A�%(� 8c V Ll %l l� ll"e1s MODEL DESCRIPTION DIMENSIONS CPS WEIGHT 102 2—BAY, 1 WAY ENTRY e0'W x 10'D x 8'H 20 CAR75 150# CORRAL W/2' x 4' UNDERHUNG SGN 103 I —BAY, 1 WAY ENTRY 38'W x 10'D x WH 10 CARTS 152# CORRAL W/2' x 4" UNDERHUNG SIGN 104 3—SAY, I WAY ENTRY 80'W x 10'D x WH 45 CARTS 250# x 4 CORRAL W/2' ' UNDERHUNG SIGN LL�l�ll �[�f ! AEA POPE l OLLARD DETAUL CCUJ C l d LAND - � �- ©0 OR© O [� co 00 GO :00 i DTAISLES OTPIPBOL 12/05/98 9/13/99 2'-0" FACE OF CURB 6 FACE OF CURB PAINTED CETdTt72 STRIPE ,,-3-DIA. POST FOR a " CURBED ISLAND 6" 2' R. 1'-a" 3" DIA. CAP FOR 00 10" TRANSITION FROM LOW ' : 12• F® STEEL POST 00 . � . I SIGN - EACH SIDE �. f'• : iV : m ti POINT OF GUTTER TO 3 R. t�� " ° Q SIGN - EACH SIDE . OF POST ATTACH n 6 SLOPE OF PAVEMENT. POST. ATTACH to WITH 2 - 5/16" .� a d WITH 2 - 5/16" STEEL BOLTS by .J ° iO I CADMIUM PLATED �. PAVEMENT SLOPE _ �. 3/4" R. �' CADMIUM PLATED tO .4 4 STEEL BOLTS W/ BLACKHEXNULE LETTERS WITH e. 9::•:::..:.......:::::...:•::::..... ° HEX WHITE BACKGROUND, k I` e WITH 3" DIA. GALVANIZED NUMBER FROM LEFT TO ° 4 SUB -BA CURBED ISLAND - 6'IT0' WHITE BACKGROUND. NUMBER CKG LEFT TO STEEL POST RIGHT AS SEEN FROM 0 SUB-BAS RIGHT AS SEEN FROM (STANDARD PIPES VESTIBULE ® 14 1d" POST WITH AISLE SIGNS VESTIBULE. 12" 18" II: D LAYOUT PER I I w, 12• STRIPING DETAIL `0 I i gggg��yyyy���yyyyyy ��'��' p TYPE ® ® ® b 3" DIA. GALVANIZED VS POLL a���P9' ® E��ytti STEEL POST ��/ l9 V DAR rD '''�U RIS A V IG_-°J o � (STANDARD PIPS j 6" PIPE BOLLARD RESERVED PARKING PAINTED TRAFFIC YELLOW, 3/4" F' FILLED W/CONCRETE BEVEL PAINTED ENDCAP - 60• SEE BASE DETAIL TOPSOIL WILL COVER fit JOINT IN LANDSCAPED °� la 3,500 P.S.I. ' I tryI 1p1 P�� tn1 ¢ ISLANDS a I' I P.C.CONCRETE SURFACE MATERIAL A L U N CAT K ° 1 �7 4'I REFER TO SHEET C-14A BASE COURSE t�PAR� [ ' FOR ACCESSIBIE PARKING SIGNS REQUIRED CURBED ISLAND o 3,500 P.S.I. 4-1P.C. CONCRETE 3" MIN. PAINTED CENTER STRIPE 1'- 6" (�j� g� ����''�'���!�,�fjI��" ,jj��((�� t� (CURB 6' 3" MIN. A9 L Q N ON PAVED AREA "U"-CHANNEL t O B SON ��`✓� 1JV 1� 1ET t,,v R B POST (2-Ibs./ft.) OR DETAIL SHEEf �``� j J '� FACE OF CURB �� SIGNS�16" Atl L SOON ON LA A 11 LAND 6- 4" v 4" PIPE BOLLARD PAINTED--� ' o 3' DIA. GALVANIZED TRAFFIC YELLOW, FILLED I I ;, • : .Q STEEL POST W/ CONCRETE. U EQ. EQ. (STANDARD PIPE) SLOPE TO FIT 2 1/z" .� , ' .: ;..."r ° 9" 8" `DRIVEWAY I { � 2-5/16" DIA SLOPE TOP I I 4 . 4 .9 ..... .. •� •.-;,.: Q18BED 1I&MD 9RD CADMIUM PLATED CL .x:. .4A. THIS SHSEE �EEC SPECS. 6.- - I �.. 9" " NSTEEL EE NUTS.BOLTS W/ OF CONCRETE l41 • ° GROUND/PAVING a 4 LAYOUT PER STRIPING DETAIL 4/ 4/4 R.. a :v SURFACE. 7 1/2" POST WITH AISLE SIGNS a2 1/a" '+4 "' t a`°, '`A 44 12" 1.5' I 6 1 /4" 44 r 3500 P.S.I. �'A" ' ei 4 P.C. CONCRETE d' I I • \� A.i1 XN"' X !� ONTEGRAL CURB DIETAOL DROP CURBuj 2-1/2" DIA GALVANIZED , . ' . ° " 3" STEEL SLEEVE. (DOUBLE 36" EXTRA STRONG PIPE) a' ...4k '•:a' �' • G• .4 L J" 4 N >a 1. THE CONCRETE FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATION EQ. EQ ����� �� 1'-6" BASIE C� CLASS "I" CONCRETE, AND HAVE A COMPRESSIVE STRENGHT OF 2500 PSI. 2. ALL CURBS SHALL HAVE CONTRACTION JOINTS AND SHALL BE CONSTRUCTED PAINS ENDCAP - 90• ry � �p p�� � �. C•-1 �j �j ��i AT INTERVALS NOT TO EXCEED 10'- 0" ON CENTERS FOR ALL CURBS. t�pp� //�� tI �f�y�� Lrdt�UV i AUSL CONCRETE CSC ETE CURB AND GUTTER 11 E DETAULS � i��i [�� AB LE SUCH DETA L 00 ACC ESSOB E CAC UN SOON , N.T.S. OTAISLES . . ..... .: tOf04f9$ w LLJ NOTE: LIMITS OF VESTIBULE PEDESTRIAN STRIPING SHOULD EXTEND FROM FIVE FOOT BEYOND VESTIBULE TO THE LIMITS OF THE ADA ROUTE, WHICHEVER IS GREATER. 12" 00 ffi � FIVE FOOT BEYOND LIMITS OF VESTIBULE I �; iqj (SEE UTILITY FOOTPRINTS) . "� . 20'-0" 10� 0" 1/0 DIA.X 8" BARREL BOLT LOCK (ONE GATE) PED-RING SIGN j 6 1" X 18 GA. METAL DECK _ _ o PARKING BY }- m �: 3"X 4"X 1/4" METAL ANGLE " 12 WHITE THERMOPLASTIC 5' S' DISABLED �- Lil FRAME 4 SIDES EA. GATE ' in 2 PAIR McKINNEY T483781 STRIPES ®3 O.C. PERMIT m © Lij HINGES EA. GATE y 0 PED-XING SIGN ONLY cs U'ZZ�i�i— (9 " " METAL SCREED CITY ORD. 3211 .�. _ W. PROVIDE 1 DIA. - 6 LONG GAL . STUCCO ON MET 250 FINE ` Lli Ui Ix PIPE EMBEDED ( CONCRETE AL FOR CANEBOLT.I G LATH SIGNS USED AS PER FLORIDA STATUTES 18 GA. PAINTED METAL 6" G.F. o B"X 8"X 16" o o f GATE {BOX RIG OR a C.M.U. WALL ( o FTP 25 PER FS 316.1955, FS 316.1956 EXPANDED METAL) " " (r e"N�lES: . 1/2" DIA. X 3/8" DIA BAR 8 X 2 CANE BOLT � 1. ALL LETTERS ARE 1" SERIES "C" PER MUTCD WELDED TO STEEL ONE GATE TUBE 16" C.C. 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) - CONST. JOINTS ¢ �� � � � CROSSWALK �� � � � � BLUE BACKGROUND WITH WHITE REFLECTORI7.E0 LEGEND &BORDER �: ,.: 10' O.C. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING 5"X 5"X 1 4" STEEL TUBE W/ 5"X 5"X 1/4" CAP PLATE GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND do BORDER �. 6" THICK P.C.C. SLAB W/ F 4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED ENGINEERING 6"X 6"-10 10 W.W.M.w EMBEDED 12" INTO FOOTING (. /N ON 6" GRAVEL BASE. GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER '. EDGE C STRIPE THERMOPLASTIC WHITE PAINT 5. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE. CA y , 1/2"X 1 1/2"X 3/16" METAL 5 (TYP.) 12 (TYP.) 9.5 (TYP.) 6. INSTALLATION HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 1 SEE JAMB DETAIL AT RIGHT ANGLE DIAGONAL BRACE 3'R (TYP.) (T FACE OF CURB () 24-23 OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) ., PLAN MEW JAMB DETAIL ,d'R(TYP.) g" � (iYpICAL) W AN l�'l ii CL-=r� Lam"' P IE D U °�61 N ET�i- H L 19 9 NOTE: SOLID GROUT ALL v 18 GA. CLEANED, PRIMED STUCCO MAY BE OMITTED CELLS. o PAINT INSIDE TO MATCH & FAINTED METAL GATE. IF G.M.U. IS SPLIT `""' BLDG.- EPDXY PAINT (BOX RIB) FACE BLOCK, SLUMP w 2.5'R 18" STONE BLOCK," 12'-0" OR �:i BARS 32" O.C. 18 O.C. �� FLUTED BLOCK. f, " 8"X 8"X 16 C.M.0 10" PIPE WALL W/ DUR-O-WALL .. PROJECT STUCCO EVERY SECOND COURSE. POST W/ _ VERTICAL o & STRIKE STUCCO & PAINT TO AISLE SIGN -- �� �-- - —u— --�-- .... VERB O.C. ► MATCH BUILDING. 6.5` 18' CURB ! N 6" THK. P.C.C. SLAB W/ INTEGRAL CURB SIGN (TYP.)+ GUTTER (TYP.) o W/ 6"X 6"-10/10 ACCESSUBLE __� � Q PAVEMENT SURFACE I W.W.M. ON 6" AGG. ���� 30" 6" AS SPECIFIED BASE. L�� J I J I �::' :• io 2' O.C. LOCATE AT EDGE OF PARKING SPACE PLAN ��j sp q• 0• WALL FTG. BEYOND I'_0" a ..4 G �. "• .o- (TYP.) SOD 04 P j .' (SEE SECTION A) .V . a: p • '; " :. a ' . ©• 10 (TYP.) } - ,w- 5"X 5"X 1 4" STEEL Q : ►, •f v. Q ,n ° ° a°" �. 6" THK. P.C.C. PAD W/ 6X6-10/10 / " I - 4 TUBE EMBEDED 12 ' I 2 500 PSI CONC. 'd W.W.M. ON 6" AGO. BASE: & 12" WIDE INTO FOOTING. �i 1 0. ` FIG. AROUND pERIMER OF SLAB I,I~1 %i� I,I� /,%�� 5BARS CONT. TOP 00 + w 0 z Lu _I Q Z r-i IL CD S O Q t` M. r-, e9 F D D SQUARE CUT EOCE OF EXISTING PAVMENT (TYP,) FINISHED GRADE ---, H WIDTH VARIES r- SEE NOTE 10 SZE OF PIPE / L 2' MIN. ASPHALTIC CONIC. `V J WHEN FLEXIBLE PAVEMENT N IS CUT, Y SEE NOTE 2 NGLE MAY VARY---,,,x m o � � z W SEE NOTE 4 2w f/] PIPE O,D, U N 6" (TYP) SELECT z COLMMON o jr m a BEDDING ROCK PIPE BEDDING a (SEE NOTE 8 & 9) UNDISTURBED NOTES: EARTH 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2, TRENCH BACKFILL. COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO 7-180. FLOWABLE FILL, 100-125 P,S.L, SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 3Z8.4 OF U11UTY MANUAL FOR DESIGN MIX. 3. USE OF TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. 15' MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24' MAX. FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION, 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW, 7. REFER TO SECTION 32.5 OF THE MANUAL FOR MEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 8 GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING IF REQUIRED BY THE CITY, BEDDING DEPTH SHALL BE 4' MINIMUM FOR PIPE DIAMETER LESS THAN 15" AND 6" MINIMUM FOR PIPE DIAMETER 16' AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. THE CITY SHALL DETERMINE IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS REQUIRED TO REACH A SUITABLE FOUNDATION. 10. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. 11. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY. SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. iY E A DEDDINQ_ AND OPEN -CIE DETAIL CITY OF SANFORD 1999 FIG. 100 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PVC.C-900/905 VERT. UP/HORIZ, PIPE SIZE 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 90' BEND 23 32 42 50 58 45' BEND 10 13 17 21 24 22-1 /2' BEND 5 6 8 10 12 11-1/4' BEND 2 3 4 5 6 PLUG OR BRANCH OF TEE 56 79 102 122 143 NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE- 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: *TYPE OF PIPE:-w-.-._?VC-,_-, HDPE *WORKING PRESSURE: --1M9 ._._..P.S.I. P.S.L *SOIL DESIGNATION: SILT SAND *LAYING CONDITIONS:. III * TO BE COMPLETED BY THE ENGINEER RESTRAINED PIPE TABLE ( PVC--HDPE CITY OF SANFORD 1999 FIG. 104A PVC PIE'E COLOR WATER MAIN: BLUE TYPICAL PIPE 2' 70 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. POTABLE WATER MAIN POTABLE WATER MAIN ' 10' TO 18' PIPE - 6' TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE- lAYN Y3114Fi 373I1Dd k" xTLft 31"10L POGdf WATiR YABE POTAaE WATFR MAW POTABIC Y TM MAW 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE eArR Hllm 3Ttn1Gd cant FOLYM 3 8Y104 xYR :blue 10d j POTAELE HATER YAaI POTABFE WATER MABI POrAFAP WATFR uAN PCTAflE WATFR MAPI PDTJBIE WATFR WART POTABLE WATER MAN PAPER BACKED ADHESIVE TAPE (TYPICAL) 12' --1 71, I%1'j aAW MAX- vmA91E WATm MAIN 1" PnTAaE WATER MAW � 6 INCHES BLUE TAPE WITH BLACK PERMANENTLY IMPREGNATED LETTERING SHALL BE USED, THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE PIPE. POTABLE WATER MAIN WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (POTABLE WATT) CITY OF SANFORD 1999 FiG. 910 SQUARE CUT EDGE - OF EXISTING PAVMENT (TYP.) FINISHED GRADE -\ ENCH 1WDTH WARES SEE NOTE 9 W/ SIZE OF PIPE L 2' MIN. ASPHALTIC CONC. WHEN FLEXIBLE PAVEMENT IS CUT SEE NOTE 2 %NGLE MAY VARY SEE NOTE 4 I a PIPE O.D, H " 6' (TYP) UNDISTURBED EARTH (SEE NOTE 3) � N m o � g w M � N SELECT LLF rp COMMON o FILL p1 z W a W v NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2 TRENCH BACKFIL.L: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL, 100-125 P.S.L. SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITIES MANUAL FOR DESIGN MIX, 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE NTH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. 15- MAX. FOR PIPE DIAMETERS LESS THAN 24', AND 24' FOR PIPE DIAMETER 2e AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WTH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW, 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. B. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. 9. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. CITY OF SANFORD 1999 FIG. 1 01 LIMITS I ` 18" MIN. ¢4 BARS ALL AROUND (MIN. 2' CLEARANCE AROUND PIPE.) s 6" MIN. (TYP.) A 4" x 4' x 1/2' TIE RODS INCLUDING NUTS AND WASHERS HOT DIPPED GALVINIZED (SEE SCHEDULE BELOW) OR STAINLESS STEEL C (S' MIN.) `^ ( BEARING PLATE [ JOINTSMECHA #4 BARS UNDISTURBED EARTH 777 ENCASE TIE RODS IN 1-1/2' PVC SLEEVE NOTES: 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER, 2, MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3COO P.S.I. 3. BEDDING, BACKF1LL, AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 6. DESIGN PRESSURE: S.L.P. =4�-IN. SEE TRENCH DETAILS FOR -PIPE BEDDING REQUIREMENTS SCHEDULE OF DIMENSIONS AND MATERIALS PIPE DIMENSIONS'. PE RODS REQ1J (INCHES) A B C D DIA. NO. NOTE THRUST U= AREAS TO BE CCU MTFD ON BASIS OF LBS, KR SQ FT. WL RESTRAINT (1,5m MIN) BF:AFANG. SEE NOTE 5 • TO BE COMPFf'IF3, FIT E]ICxHE37i. WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD 1999 FIG. 105 GROUND LEVEL 18" I VINYL CONTINUOUS MAX. 36» WARNING TAPE MIN. TYPICAL UTILITY PIPE GENERAL NOTES, - A. ALL UTILITY PIPES SHALL BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS NON- METALLIC TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY, IT SHALL BE COLOR CODED AND WORDED AS FOLLOWS: 1. POTABLE WATER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING. A. COLOR: GREEN WITH BLACK LETTERING. B. LETTERING: "CAUTION: WATER UNE 8. LETTERING: "CAUTION: SEWER UNE BURIED BELOW" OR SIMILAR WORDING. BURIED BELOW' OR SIMILAR WORDING. 2. RECLAIMED WATER 4. SEWER FORCE MAIN A. GOLOR:PURPLE WITH BLACK LETTERING. A. COLOR: BROWN WITH BLACK LETTERING. 8. LETTERING: "CAUTION. RECLAIMED WATER B. LETTERING: 'CAUTION: SEWER FORCE LINE BURIED BELOW' OR SIMILAR MAIN BURIED BELOW" OR SIMILAR WORDING. WORDING. B. A GOLOR-CODED 14 GAUGE CONTINOUS INSULATED LOCATING WIRE SHALL BE INSTALLED ALONG ALL PRESSURIZED MAINS. THE WIRES SHALL BE LOOPED AND TIED TO ALL VALVE BOXES, (SEE FIG. 400) UTILITY PIPE WARNING TAPE (SEWER, POTABLE WATER AND RECLAIMED WATER) CITY OF SANFORD 1999 FIG. 111 UNDISTU EARTH SEE NOTESHEETED MUNCH UNSHEETED, Nism SIDES CAN CONCRE SHEETING BEDDING CONCRETE ROCK 2E UNCISIURBEI EARTH CONCRETE ARCH FULL ENCASEMENT SHEETED TRENCH , a 1-TRENCH SIDES CAN BE ;5 FORMED W /4 -0-/2 ;�--.'i•;'.; '.i',.: 3000 PSI CONCRETE UNDISTURBED r •. ... EARTH CONCRETE CRADLE NOTES: 1. (•); 15" MAX, FOR PIPE DIAMETER LESS THAN 24', AND 24" MAX. FOR PIPE DIAMETER 24" AND OVER.. FOR CONCRETE ARCH, THE MIN. WIDTH SHALL BE EQUAL TO OUTSIDE DIAMETER OF PIPE. 2 'D' REFERS TO THE DIAMETER OF THE PIPE. 3. '1" REFERS TO THE THICKNESS OF THE PIPE, 4. THE NEED FOR CONCRETE ARCH HALF ENCASEMENT OR FULL ENCASEMENT TO BE DETERMINED IN THE FIELD AS, DIRECTED BY THE CITY. S. REFER TO SECTION 32.5 OF THE UTILITIES MANUAL FOR SHEETING AND BRACING EXCAVATIONS. B, ENDS OF ENCASEMENT SHALL BE FORMED, AND LOCATIONS SHALL BE INDICATED ON RECORD DRAWINGS. CONCRETE ARCH AND ENCASEMENT DETAILS CITY OF SANFORD 1999 FIG. 102 FINISHED GRADE CONCRETE BLOCK OR BRICK AND (S££ NOTE 2) MORTAR WALL FILLING AT BOTH ENDS ",- -VENT H L RESTRAINED JOINT DUCTILE IRON PIPE " MIN. 4" MIN. 6" MIN. -w CASCADE TYPE CASING SPACER STEEL CASING PIPE DUCTILE IRON PIPE NOTES: 1. WHEN CONSTRUCTION IS WITHIN FDOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE UTILITY ACCOMODATION GUIDE SHALL BE MET. 2. WHERE PRACTICAL, CASING SHALL EXTEND 10 FEET BEYOND EDGE OF PAVEMENT AND SHALL NOT BE LESS THAN 6 FEET BEYOND EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE LONGER CASING FOR DEEPER BORES. 3. AS A CONDITIONAL ALTERNATE SPACER METHOD, FOUR-4 FOOT LONG, 4 INCH BY 4 INCH PRESSURE TREATED WOOD SKIDS, WHICH ARE NOTCHED FOR THE USE OF ONE INCH WIDE STAINLESS STEEL BANDS, HAVE A BEVELED LEADING EDGE, AND ARE PLACED 90 DEGREES TO EACH OTHER AROUND THE PIPES, MAY BE USED ON A CASE BY CASE BASIS AS SPECIFICALLY APPROVED IN WRITING BY THE DIRECTOR, SLIPPAGE OF THE SKIDS WILL RESULT IN THE REQUIRED USE OF CASCADE TYPE CASING SPACERS, BORING AND JACKING DETAIL CITY OF SANFORD 1999 FIG. 106 2" D.I. VENT PIPE W/SCREEN MESH 4` x 4` PRECAST OPENING AND 4"X4" SUPPORT POST (TYP. FINISHED CONCRETE VAULT LOCATION) GRADE 36' SQ CAST IRON FRAME AND COVER WITH 4" MAX. t7-1/4- ACCESS LID, GROUT PREMOLDED PLASTIC 2" VALVE (TYP.) JOINT FILLER POLY �•'•. 5" WALLS (MIN.) - �- ..,-,-2" PORT WITH THREADED PLUG PIPE PLUG (TYP.) =` CUT OUT AND SEAL JOINT 2' NIPPLE WITH MORTAR FOR FORCE 2" GATE MAIN OR WATER MAIN VALVE SEE NOTE 2 2" NIPPLE SERVICE SADDLE PER SPECIFICATION FITTINGS AND SECTION 50.5.4 PIPE FOR .':.r . .. '.•. A.R.V, SHALL - BE BRASS " 6 6" BEDDING ROCK 8" x 16" REINFORCED CONCRETE FOOTING, (INTEGRAL WITH PRECAST STRUCTURE) NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETER- MINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET. 3. ALL STRUCTURES TO BE TRAFFIC BEARING RATED. AIR OR COMBINATION AIR/VACUUM REI­EASE VALVED TAIL CITY OF SANFORD 1999 FIG. 112 AREA FOR UNDISTURBED PLUG SOIL (TYP.) EDGE OF TRENCH MID.) CROSS W PLUG CROSS W/ /- TWO PLUGS TEEA . -...., WOOD BLOCKING (TYP.) AREA FOR PLUG TEE TEE W_/PLUG AREA FOR AREA FOR 45' BEND TES .': ' AREA FOR PLUG TEE W/ AYE NQ PLUG THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 103A 30" x 30" x6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) 3" DIA. BRONZE 2" 3" DIA, BRONZE DISC TK, DISC ANCHORED IN ANCHORED IN CONC, PAD #4 REBARS CONC. PAD -STAMP AS STAMP AS REQ'D. � ALL AROUND REQ'D. SIZE OF VALVE .� •'• % •' � •7, TYPE OF VALVE MOM 'f+' , •` I j�2_ SERVICE DIRECTION & NO. TURNS TO OPEN WATER 4 APPLICABLE VALVE • - Q� ?. N 4• ' ; a , BOX AND COVER 4 ' '' •+ (SEE FIG. 115) ` 2„. ANCHORS 3000 P.S.I. MIN. (TO BE APPROVED CONC, MIN, BY CITY) VALVES 16 INCHES AND LARGER �� -- 2411 -- -I 6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) s•: #4 REBARS ALL AROUND A . •• ~ •• TER .24" :•. 24„ ;J APPLICABLE VALVE BOX AND COVER �'• '4 (SEE FIG. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL .:CITY OF SANFORD 1999 FIG. 107 CONCRETE VAULT 36' SQ. 17-1/ » 4" MAX. 4 x PR CA PREMOLDED PLASTIC JOINT FILLER PIPE PLUG (TYP.) �.Er 2' NIPPLE 2' GATE VALVE 2" NIPPLE •. 2' 90' BEND 6" BEDDING ROCK 8' x 15" REINFORCED CONCRETE FOOTING. 2' D.I. VENT PIPE W/ SCREEN MESH OPENING AND 4"x4" SUPPORT POST(TYP. LOCATION) CAST IRON FRAME AND COVER WITH XISIING/ ACCESS LID. PROPOSED -GROUT PAVEMENT ,---FINISHED GRADE OPERATOR HANDLE 2' VALVE (TYP.) CAST IRON VALVE BOX 5' WALL (MIN.) TOP SECTION - 2' PORT 'NTH EXTENSION ROD AS THREADED PLUG REQUIRED SEE NOTE 3 -GROUT 2' 90' BEND 2" NIPPLE 2" UNtON 2" BRASS PIPE 2' GATE VALVE WASTEWATER FORCE MAIN OR WATER MAIN SERVICE SADDLE PER SPECIFICATION SECTION 60.5.4 NOTES 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTAL- LATION, 2. THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHED GRADE SHALL BE 4.0 FEET. J. THE AIR RELEASE VALVE SHALL BE ADEQUATELY SUPPORTED. OFFSET AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD7- 1999 FIG. 113 OFFSET (AS REQ'D) EDGE OF CROSSCUT UNDISTURBED SOIL (TYP.) TRENCH WIDTH THRUST - SCHEDULE FOR THRUST BLOCK AREAS ' I'm AO H.>E:0 cam 46 tsa�FO 2&2 (m FT) 11-) 4 M Fr) TEE* CA FT) SFIM f a a to u ,uc �10,carz a ciraAa w cwt a -f�+�i • m GE ORak m By ooawmt THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 103�3 PVC PIPE COLORS GRAVITY SEWER: SOUD LIGHT GREEN FORCE MAIN: SOLID LIGHT GREEN TYPICAL PIPE 4" TO 8' PIPE -- 6' TAPE IS CENTERED ALONG TOP HALF OF PIPE SEWER LINE SEWER UNE 16' TO 18" PIPE - 6'TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE 3Mn macs 3RFT craw 3ai W30M gIIFR Lek EEe,OF LINE 2faix LVIE 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. 3Nf1 ifu3S W It[" 34aT a3a33 lj J SEIWR UNE uE15aR IAIE SETU LBO SEN&N l8ff SEVAM URE SLT10t um l PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) t... 12' �...-.. LVIE MAX, SEW UNE 1" Sa URC FOR SEWER LINES - TAPE SHALL BE GREEN WITH BLACK LETTERING. FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD 1999 FIG. 108 18` RRIGAII G NTH 1 2/4' 2'J -RECLAIMED WATER DO NOT"DRINK 1 1/2' o 36' (MAX) 0 1 1/4' a 1/2' BORDER o o 5 0 a ' I NOTES: 1, HEIGHT OF SIGN MILL DEPEND ON LOCATION AND SURROUNDING LANDSCAPE PLANT TYPES. IN ALL CASES, THE SIGN SHALL BE VISIBLE TO THE PUBLIC. 2. BACKGROUND SHAD- BE PANTONE PURPLE 522C, LETTERS SHALL BE WHITE. 3. ENGINEERING GRADE REFLECTIVE MATERIALS SHALL BE USED. 4. POST SHALL BE U CHANNEL 2 LB. HOT ROLLED HIGH TENSILE RAIL OR BILLET STEEL, HOT DIP GALVANIZED PER ASTM A•-123, 5. MOUNTING HARDWARE SHALL BE STAINLESS STEEL 6. SIGNS SHALL BE PLACED BY THE CONTRACTOR IN ACCORDANCE NTH PIE CITY APPROVED ENGNEERING PLANS AND/OR AS APPROVED BY THE UIIUTIES DIRECTOR. RECLAIMED WATER IRRIGATION SIGN CITY OF SANFORD 1999 FIG. 114 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S)- DIP: CL350 VERT. UP/HORIZ. PIPE SIZE 4" „ 6 8' „ 10 12" 14 16 18" 20" 24', 90' BEND 2 3 4 4 5 45' BEND 1 4 6 7 9 10 22-1/2- BEND 8 12 15 18 21 11-1/4' BEND 20 29 39 44 52 PLUG OR BRANCH OF TEE I 0000 0 a !] 0 0 0 0 0 6 0 [7 0 El 0a 0 0❑ ao000000000 000000000000 B0 a a a SEWER ❑ 0 0 a 000 ❑ao00❑ 0000000000o0 Oa00000a00 BBBr�p00o Bao00❑ RECLAIMED WATER SEWER 000a 0000000❑ am0000CT000 0000000000❑ ❑00000o00oBa 000 000 ❑ao WATER ❑00 00a Boo 0C10000000000 0000000000 a 0 a 0 0 0 0 0 00000❑ POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY OF SANFORD 1999 FIG. 115 SET TOP OF VALVE BOX AT FINISHED GRADE FINISHED GRADE SEE NOTE 2 ----• M.J. PLUG VALVE CONTINUOUS COLOR CODED 14 GAUGE INSULATED WIRE (NON-METALLIC PIPES ONLY) WASTEWATER FORCE MAIN COVER (SEE FIGURE 115) CONCRETE PAD IN UNPAVED AREAS (SEE FIGURE 107) ADJUSTABLE CAST IRON VALVE BOX -BOX SHALL REST ON BEDDING ROCK, NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT 6" BEDDING ROCK NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. PLUG VALVE AND BOX DETAIL CITY OF SANFORD 1999 FIG. 203 • 1 1 • •• RAIL BANS ..,. i0:•:•:4•:::•: •...•.. (SEE NOTE 1) TURNBUCKLE 1 I---•3000 PSI CONCRETE � FENCE DETAIL 3/8" ADJ. GATE POST -1 rGATE CORNER TRUSS RODS -I (-GATE FRAME !-GATE POST - t '-woo P.S.I. --,-CENTER STOP t ma 10-1 � 6" CONCRETE 12 x 12" x i26" 20' MAX. DOUBLE SWING GATE DETAIL NOTES: 1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 2. ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL COATING. CHAIN LINK FENCE DETAIL CITY OF SANFORD 1999 FIG. 304' 6" BLACK STEEL MIN, CONC. FILLED, PRIMED AND PAINTED OSHA YELLOW (2 COATS) 0 l FINISHED GRADE ICI -ICI,: p' I I -I I I- " III I; III 0 •t a' -_-.- 24" DIA. MIN. ;:• 3000 PSI CONC. iI n 4 'F 4 NOT TO BE USED FOR THIS PROJECT. REFER TO SHEET C-13 FOR CORRECT PIPE BOLLARD TYPE. NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. BOLLARD CITY OF SANFORD 17 1999 f- FIG. 116 VA TYP T WYE VA 6• BRAN UNE SEWER MAIN SIZE. VARIES V MAX 8. 45. y WI BEND 8" CH vlce CLEAN r (SE. TE 2) PERMANENT G TYP) PLUG (VILE VICE CLEANOUT NOTE 2) LO w UN z TYPICAL L ON OF :3 LOCATOR EN �' s• � B D � S CLEAN -OUT P N NOTE 2) FINISHED GRADE e" PVC SLOPE TO TERMINAL DEPTH AT 1.0% MIN. (TYP) TERMINAL DEPTH ROTATE 8' PVC AS REQUIRED FOR (TYP. -`WRING LINE SERVICE (Y MIN.) TERMINAL DEPTH30• ( NOTE 1) AS REQUIRED FOR SEWER MAIN SERMCE (3• MIN.) (nP3 SINGLE DOUBLE SERVICE SERVICE PROFILE NOTES: ' 1. INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE 2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION BY THE CONTRACTOR. 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED AT THE END OF EACH SERVICE STUB -our. 4. RESIDENTIAL SERVICES SHALL BE 4 INCHES & NON-RESIDENTIAL SERVICES SHALL BE 6 INCHES IN DIAMETER AS A MINIMUM. 5. ELECTRONIC LOCATOR DEVICES SHALL BE PLACED ADJACENT TO THE STUBOUT FOR EACH SERVICE. (SEE SECTION 43.4 OF THE UTILITIES MANUAL). SANITARY SEWER LATERAL DETAIL CITY OF SANFORD 1999 FIG. 204 CONCRETE STRUCTURE WITH TRAFFIC BEARING COVER LOCKABLE NON SLIP ACCESS HATCH (ALL PROPERTY RIGHT-OF-WAY WRING FROM PUMP STA`16 PRESSURE SWITCH 2' BRONZE, BRASS, OR 2" CAP (MIN) BRASS SHUT `RESILIENT BALL VALVE VALVES AND FITTINGS 'may 2' MIN TEE OIL -FILLED CAST IRON PRESSURE -.-BRASS DRAIN VALVE VALVE BOX GAUGE 2" OSS 2" MIN DIA PIP BALL CHECK V LYE (FULL FLOW) 2" BRASS HORIZONTAL E FLANGED TEE GATE VALVE INFLOW OUTFLOW FROM PRIVATE TO CITY PUMP STATION FORGE MAIN FULL FLOW PLUG VALVE MOUNTED DOWNSTREAM WITH 2' SQUARE ACTUATING NUT NOTES 1.THIS DETAIL IS DIAGRAMMATIC ONLY, ARRANGE PIPING TO PROVIDE READY ACCESS TO ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED. 2.DIMENSIONS WILL VARY ACCORDING TO LINE SIZE. MINIMUM SIZE OF BOX SHALL BE 48 INCHES BY 48 INCHES WITH A 24 INCH BY 36 INCH MINIMUM STRUCTURAL ALUMINUM ACCESS HATCH COVER. ALL HARDWARE AND LOCK BRACKETS SHALL BE 304 STAINLESS STEEL. 3.PRESSURE SWITCH SHALL BE ADJUSTABLE WITH THE INITIAL SETTING TO CUT OFF PUMP STATION AT A FORCE MAIN PRESSURE OF 20 P.S.I. THE ON AND OFF PUMP DIFFERENTIAL SHALL BE 10 P.S.I. AND ADJUSTABLE. Au Sle S srA e, !Wort ......._._.ya• rAtlt a/4- ONo eETamr rsmas PRIVATECONSTRUCT AND INSTALL "/`• �T PUMP STATION SIGN IN ACCORDANCE WITH wV A zs SECTION 22.5.2 OF THE XXXXXXX UTILITIES MANUAL vj) ifinni nnn nnnn i PRIVATE PUMP STATION PRESSURE SWITCH AND SIGNAGE DETAILS CITY OF SANFORD 1999 FIG. 305 TROWEL -FINISHED CONCRETE BENCHING CONCRETE BASE SEE MANHOLE CONNECTION DETAILS MANHOLE FRAME do COVER (SEE FIGURE 202) SET COVERS FLUSH IN PAVED AREAS & AT FRAMES BEDDED IN MORTAR ELEVATIONS SHOWN IN q UNPAVED AREAS, COURSES OF BRICK (MIN.) 42 COURSES 1'-6" MIN. S-O' MAX. a 2•-0" Lq w y INSIDE WA OUTSIDE WALL PRE-PRMMED BITUMINOUS EPDXY COATINGS a JOINT SURFACES PER SPECIFICATIONS 4'-0' < 5'. MIN. ¢ ¢ PR£ -PRIMED PRE -MOLDED (SEE NOTE 5) JOINT SURFACES PLASTIC JOINT SEp ER WITH - PROTECTIVE ENCHING PER SPECIFICATIONS j�t, p a (WRAPPER TO fe BE REMO`F..D) REINFORCEMENT AND JOINT e" '�T WITH DETAIL TO BE DESIGNED BY MIN. SNEEZE -OUT SQUIB -OUT THE ENGINEER AND j- j__ B" MIN. APPROVED BY THE 9�T, _ 9-.-� CITY. ``�� Is'{- SECTIONTAIL DETAIL BEDDING ROCK 2" MIN. CAST -IN -PLACE PRECAST MONOLITHIC CONCRETE BASE BASE TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200A PRODUCTS AND MATERIALS: A. PIPE: PIPE SHALL BE SCHEDULE 40 PVC SOLVENT WELD PIPE CONFORMING TO ASTM D1784 AND D1785. . B. FITTINGS FITTINGS SHALL BE OF THE DRAIN WASTE AND VENT TYPE WITH SOL- VENT WELD CONNECTIONS. FITTINGS SHALL CONFORM TO ASTM F348, D2466 AND 03036. C, PVC CLEANER, PRIMER AND CLUE A SEPARATE CLEANER, PRIMER AND GLUE SHALL BE USED FOR THE SOLVENT WELD AND CONFORM TO ASTM DESIGNATION 02564, INSTALLATION DETAILS: ILLUSTRATED BELOW ARE SPECIFIC DETAILS FOR THE INSTALLATION OF THE NEW SANITARY SEWER LATERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM. T. s,ua arr CLFAJIOUT TO BE LAII CRA1A'I'I C FROM SAUSNO 4' SERVICES (SEE DETAIL THIS SNEET) STL;S-CUT VACLUU VALVE (=K 40 PVO) STORAGE PIT VACUUM MAIN TYPICAL SERVICE CROSS-SECTION 4" DIA 5' LONG SPOOL PIECE WITH 1/8' STAINLESS STEEL MESH TRASH GUARD 90' BEND 90' BEND 4' PVC RISER 4' PVC C.O. THREADED CAP STRUCTURE ` •• xt' 45' BEND u: TEE D.W.V.'J WYE 4' SCH 40 PVC C.O. TYPICAL SERVICE VENT AND CLEAN -OUT DETAIL VACUUM SEWER SERVICE LATERAL SPECIFICATIONS CITY OF SANFORD 1999 FIG. 205 ♦111 \I AA}t 1 C t .- THICKNESS (INCHES) MATERIAL MANUFACTURER DIAMETER (INCHES) HEIGHT (FEET) 3-6 7-1 t 0 1-25 26-35 48-53 54-57 58-6Q ' 61-66 67-72 NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24". SEE SECTION 20.4.3 OF THE MANUAL', FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 2e OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC GONE DESIGN MAY BE USED AS AN ALTERNATIVE. 4. EACH BENCH WALL SHALL BE A MINIMUM OF 18 INCHES LONG FROM THE WALL OF THE MANHOLE TOWARD THE CENTER. 5. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER AS SPECIFIED IN SECTION 42.2.2 OF THE UTILITIES MANUAL TYPICAL MANHOLE DETAIL CITY OF' SANFORD 1999 FIG. 200E 4 4-9/16" 6-1/4 7 7 NIBCO 3" DWV 90` STREET ELL COMBINED VALVE PIT AND TANK ARRANGEMENT CITY OF SANFORD 1999 FIG. 206 1 _ I THE PRECAST MANHOLE , . WALE. , . SEWER .ram^INFLUENT NOT) CONCRETE ENCASEMENT OF VERTICAL PIPE INLET CONNECTION DROP PIPE AS REQUIRED (SEE NOTE 1) - 90' BEND r7- STANDARD DROP DETAIL PRECAST MANHOLE WALL COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL (SEE NOTE 2) r. SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER PRECAST--_ ��+ WALL STAINLESS STEEL PVC OR BAND DIP AINLM STEEL PIPE CLAMP r • RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24' DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24" OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHOLE CONNECTION DETAILS _7 CITY OF SANFORD 1999 FIG. 201 C7 w Y Y C3 z p a a V• r F, w a 0O o O U 0 0 sA.3 w �7 ") c1 a0 m "qm m 1Nn ¢ si pm, a n. z CITY OF SANFORD x z x M 0. r�- xd z m u_ �a c� fL z ¢ir a o� U Q 4 � •C o W z I W Z `0 a 0. M w o 0-. Dof x CEO g 4. ron¢x o n /AC PACKAGE T- 1999 FIG. 207 RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER "SANITARY" OR "WATER AIR RELEASE" 1 "SEVIER AIR REL A '^ "r rno.. W A TCC1" AS APPLICABLE PLAN ALL COVERS lfrc 'AC' OR EQUAL. i 1 "CITY OF SANFORD" FOR CITY MAINTAINED. .: FACILITIES ONLY 2 NON -PENETRATING PICK HOLES INFO IG ACES 2' MIN. t-MANHOLE FRAME: USF "227" INLET FRAME: USF "1295" OR EQUAL. ELEVATION STANDARD MANHOLE FRAME AND COVER CITY OF SANFORD 1999 FIG. 202 LIMITS OF TRACT TO BE 4" THICK 3000 PSI DEDICATED TO CITY OF SANFORD CONCRETE SLAB TO WITHIN 3' OF FENCE -1' CHAIN LINK FENCE RTU ANTENNA PER SECTION 22.3.10 AND 46.8 OF MANUAL THE (SEE FIGURE 304) . 5'L IRRIGATION SYSTEM (TYP) V�-a CONTROL PANEL MIN (SEE FIGURE 301). 3/4" IRRIGATION i" WATER SERVICE METER HOSE BIBS U-C-ONCRETC WIDE W/BfP DEVICE Kr o R/W �. 5' (MIN.) 5' SIDEWALK 2 - 6' SW G GATE BACK OF CURB L STREET LIGHT WAT POTABLE; WATER METER C/L -PUBLIC R/W RECLAIMED WATER MAIN THIS DIMENSION SHALL BE EQUAL TO THE DEPTH OF THE -W WET WELL. NOTES: DETAIL 1. DRIVEWAY AND APRON SHALL BE SIX (6) INCH THICK, 3000 P.S.I. CONCRETE. 2. POWER TO THE PUMP STATION SHALL BE THROUGH UNDERGROUND CONDUIT FROM SUPPLY SOURCE IN RIGHT OF WAY, 3. LANDSCAPING SHALL BE REQUIRED AROUND PERIMETER OF FENCE. 4. DEVELOPER SHAG INSTALL AN AUTOMATICALLY CONTROLLED AC POWERED SPRINKLER SYSTEM FOR LANDSCAPING, RECLAIMED WATER SHALL BE USED WHERE AVAILABLE 5. ENGINEER SHALL PROVIDE A SCALED (1- - 20' MIN.) SITE SPECIFIC DETAIL DRAWING ON FIGURE 302. 6. TILE DEVELOPER SHALL BE RESPONSIBLE FOR ALL U11UTY ACCOUNTS DURING CONSTRUCTION) UNTIL PROJECT IS ACCEPTED BY THE CITY. PUMP STATION TYPICAL SITE PLAN CITY OF SANFORD 1999 FIG. 300 CAUTION MODIFICATION OF THESE DETAILS BY NON -"CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF` THE UTILITIES DEPARTMENT'S APPROVALOF THE SUBJECT ENGINEERING PLANS. MAY 4 1 C=3 CITY OF SANFORD UTILITY STANDARD DETAILS DATE g99 APPROVED. CRUMPTON PE DET00 SET TOP OF VALVE BOX COVER (SEE FIGURE 115) TO FINISHED GRADE CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE (SEE FIGURE 107) ADJUSTABLE CAST IRON VALVE BOX SEE NOTE 2 ---�� BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN OPERATING NUT CONTINUOUS COLOR CODED 14 GAUGE INSULATED COPPER " BEDDING ROCK LOCATING WIRE NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL. GATE VALVE AND BOX DETAIL CITY OF SANFORD 1999 FiG. 400 BALL VALVE FOR 2 INCHES AND AND BELOW (DOMESTIC AND IRRI- GATION ONLY. 2 REQUIRED) TEST COCK (TYP.) -• THREADED NIPPLE (TYP.)' .• ■ I��%. w1 ocl-, FROM FINAL GRADE DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY -- DIELECTRIC UNION (2 REQUIRED) 90' BEND (2 REQUIRED) SLOPE b---- TO SERVICE 2 INCH AND BELOW ASSEMBLY NOTES: L ALL PIPE FITTINGS, MATERIALS, LABOR, AND APPURTENANCES SHALL BE SUPPLIED BY THE CONTRACTOR. 2. ALL PIPE AND SCHEDULE 40 FGALVANIZETINGS DS TEELINCHES OR BRASS. (FIGURE SMALLER 500A). BE THREADED 3. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. (FIGURE 5008). 4. VALVES SHALL BE CHAINED CLOSED.(FIGURE 5008) 5. ALL FIRE LINES SHALL BE AS APPROVED BY THE FIRE DEPT. (FIGURE 500B). 6. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR ALL OTHER USES. 7. A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY`S CONNECTION POINT TO THE MAIN. (FIGURE 5008) DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY CITY of SANFORD 1999 FIG. 500A TEMPORARY JUMPER CONNECTION NOTES: 1. A temporary jumper connection is required at all connections. between existing active water mains and proposed new water main improvements. 2. The detail above 1s to be used for filling any new water main of any s(ze from existing acLiva water mama and for flushing of new mains up to 8 INCHES IN DIAMETER (2.5 FPSminimum velocity) cnd for pulling bacteriological samples from any new water main of any size. The jumper connection shall be maintained until after filling, flushing, testing and disinfection of the now main has been successfully completed and clearance for use from the Florida Department of Environmental ProtecUan (FDEP) and other, pertinent agencies have been received. The jumper connection shall also be used to pressure of 20 psi in the new mains after disinfection n maintain a minimum pre ra p t and until the FDEP clearance letter is obtained adequate. Thrust blocking and/or restraints shall be provided temporarily, am required. Pipe and fittings used for connecting the new pipe to the existing pipe shah be disinfected prior to installation in accordance with AWWA C651, 1992 edition. The tapping sleeve and the exterior of the mein to be topped shall be disinfected by spraying or swabbing per section II of AWWA C651-92. 3. Flushing of 10 Inches in diameter and larger water matns may be done through the tle-in wive under very controlled conditions. The following procedures shall be followed: A. The tie-in Yo m shall be operated and pressure tested in the presence of the utility company and engineer to verify water tightness prior to tie• -in. Valves which are not water tight shall be replaced with a new Volvo installed immediately adjacent to the leaking valve. B. The temporary jumper connection shall be constructed as detailed. The jumper connection shall be used to fill the new water main and for providing water for bac- teriological sampling of the new main as required by the FDEP permit. Flushing shall not be attempted during peak demand hours of the existing water mains. All downstream valves in the system must be open prior to opening the tie-in valve. • Provide for and monitor the pressure in the tie-in point. The pressure in the existing main must not drop below 35 psi. + The tie -In valve shall be opened a few turns only, ensuring a pressure drop across the vulva Is greater than 10 pal. C. The tle-In valve sholl be locked dosed by the utility company until flushing begins. D. The tie -In valve shall be opened only for flushing of the new main. The procedure shall be directed by the utility company and observed by the engineer. E. After Bushing, the tie-in valve shall be dosed and locked In the closed position by the utility company. 4. The contractor shall provide documentation demonstrating that the double check backhow prevention device has been tested and is in good working order at the. time of installation. 5. Except as required to flush lines of greater than 8 inches In diameter, the tle-in Volvo sholl remain closed and shall be locked in the dosed position by the utility company. The tie-in Volvo shall remain locked closed until the new system has been cleared for use by FDEP and oil other pertinent agencies. 6. Upon receipt of clearance for use from FOEP and oil other pertinent agencies, the contractor shall remove the temporary jumper connection. The corporation stops are to be closed and plugged with 2 inch brass plugs. 7. All Installation and maintenance of the temporary jumper connection and associated backflow prevention device, fittings, valve, etc, shall be the responsibility of the contractor. TEMPORARY JUMPER CONNECTION CITY OF SANFORD 1999 FIG. 504B COVER (SEE FIGURE 115) spi-ICE BACK INTO MAIN LOCATE -VALVE PAD IN UNPAVED AREAS (SEE FIGURE 107) -FINISHED GRADE /%4 --ADJUSTABLE CAST IRON VALVE BOX A L ' tol W_ UNDISTURBED BEDDING ROCK EARTH NOTES: 1, PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. ALL WATER SHUT-OFF VALVES THIRTY (30) INCHES AND LARGER SHALL BE BUTTERFLY VALVES, SEE SECTION 52,3 OF THE UTILITIES MANUAL. 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL. BUTTERFLY VALVE AND BOX DETAIL CITY OF SANFORD 1999 FIG. 401 DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY OSEAT GATE RVALVE, T (2 REQUIRED) TEST COCK (TYP.) ODS ON D.E.P. RISER (TYP) FLANGED i z�, '67, 90' BEND 4" CONCRETE SLAB (2 REQ.) WITH NO. 6 x 6 HYDRANT --� OPERATING NUT HOSE NOZZLE - 24' SQUARE AND - 6" THICK REIN- FORCED CONCRETE SHEAR PAD. (SEE NOTE 2) 2- 04AT9"- O.C. ALL AROUND COMPACTED BACKFILL SEE NOTE 3 PUMPER NOZZLE FACING STREET VALVE PAD _ (SEE FIGURE 107) c0 `d a Y16 M J HYDRANT ANCHORING TEE 12' MIN. 6" BEDDING ROCK � 6" PIPE . MECHANICAL JOINT RESILIENT SEAT GATE WiTH RESTRAINERS VALVE AND BOX (TYP-) (SEE FIGURE 400) NOTES: 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 INCHES BELOW THE FINISHED GRADE AND.SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 12 INCH MINIMUM. 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING B-84, KENNEDY KBIA OR CLOW MEDALLION F-2545. 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE NTH SECTION 52.7.5 OF THE UTILITIES MANUAL. 6. CONTRACTOR SHALL PROVIDE THE THE CITY WITH HYDRANT WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4 AND 52.7.3 OF THE UTILITIES MANUAL. FIRS HYDRANT A5$EMBLY DETAIL, CITY OF SANFORD 1999 FIG. 402 W10 x W10 WiRE MESH SLOPE I.24• r A SLOPE 1/2" PREFORMED JOINT 36" MIN. COVER U TP { PIP P R1�SYAN� MATERIAL BETWEEN PIPE AND CONCRETE � �y.��O SLAB (TYP) MIN �T 90' BEND (2 REQ.) TO THRUST COLLAR RODDED TO THRUST COLLAR RODDED TO 90' BEND OR AS REQUIRED 9O' BEND OR RESTRAINED BY THE CITY BACK TO VALVE AS REQUIRED BY THE CITY 3 INCH AND ABOVE ASSEMBLY DOUBLE CHECK VALVE DETECTOR METER ASSEMBLY (MINIMUM) BALL VALVE 1'0" MIN (2 REQUIRED) • 5'0" MIN CONCRETE SLAB ABOVE GROUND DEVICE WITH 2'0" MIN DETECTOR BYPASS DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY CITY OF SANFORD 1999 FIG. 500B F 0.F C -•-•(4aN W �6ry�n. UUw W 2 �,w pada.. 3� IL w w Z O dppZ >80,. m R� 4 aizF o j = I D § 2d¢inZ Of cc s m EL w � y;( b � SJ z J iTgNt a a n. 0 0 I FWz m TYPICAL RESIDENTIAL RECLAIMED WATER IRRIGATION SYSTEM LAYOUT CITY OF SANFORD 1999 1 FIG. 505 TRAFFIC COVER WHERE REQ'D. FINISHED GRADE 2" GATE VALVE - DOUBLE METER BOX (18" x 24" MIN.) 4" 2" CAP - -- MT_ ' Mg ON 17711 '` , �<j�♦��'4e4S���4'��4•ti;4•'�(•� •',w•ti+��l•�;4•ti���4,�•� 2" 90+ BEND RESTRAINED JOINT DUCTILE IRON 6" BEDDING ROCK WATER MAIN TAPPED CAP NOTES: 1. ALL 2 INCH PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS, USE TEFLON TAPE ON JOINTS, 2. COLOR SHALL BE APPROPRIATE FOR USE. 3. WATER PLUS CORPORATION MODEL VB 2000 OR EQUAL MAY BE SUBSTITUTED AS APPROVED BY THE UTILITIES DIRECTOR. BLOWOFF VALVE DETAIL CITY OF SANFORD - . 1999 FIG, 403 RIGHT OF WAY UNS VARIES LIMITS OF UTILITY EASEMENT cONCRE7E sus BYPASS FLANGED 7'Et (z ram) ItT IaL Llu�_ - �T 4Z! // 50' MIN. YALYE bI MEEER A 5TR-) (SEE NOTES 2-10)-10ia) to, MIN. x(r MIN. 12' SPOOL. PIECE DOUBLE CHECK OR REDUCED PRV=RE ZONE DETECTOR FI.ANaFil 'i` TC HYPA55 •----- ASSEUSLY AS REWIRED BY THE CITY 11V PREFORMED PIPE MATERIAL Q.S. & Y. RESILIENT SEAT VALVES AND CONCRETE SLAB Is REQUIRED) sm FLANcm LINO RODS ON O.I.P. RISER 4' CONCRETE SLAB WITH 1z' MW. NO. ex S. wtox RIO 3e'YAX WIRE MESH SLOPE FHaSHED CRAM R.NE ICI AN TE VALVE 8 Hxr MJ BEND (z REQUIRED) MAIN To SERVICE ------ THRUST Go IAR IN ROOM TO BD' BEND OR RESTRAINED AD.LSTABLE PIPE To VALVE AS REWIRED SUPPORT STANDS THRUST COLLAR RWOED TD BY THE CITY t OTM,- 20' BEND OR TOTALLY RESTRAINED AS RECURED ALL PIPE AND FITTINGS, MATERIALS, LABOR, AND APPURTENANCES BY THE CITY SHALL BE SUPPLIED BY THE CONTRACTOR. 2. ALL PIPE AND FITTINGS iHi�E_ _(3) INCHES AND LARGER SHALL BE RESTRAINED JOINT DUCTILE I PIPE ABOVE GRADE JOINTS SHALL BE FACTORY-FLANCED. 3. TH��E (3) INCH METERS AND ABOVE SHALL, BE ABOVE GR"D NSTALL ADON$ WITH BYPASS 4. VALVES $HAL, BE GAINED CLOSED, 5. THE ABOVE (-. WND BYPASS LINE SHALL BE SIZED FOR FIRE FLOW REf7URREMENTS. li E ALL FIRE UNFS SHALL BE A MINIMUM OF EIGHT (a) INCHES 09 AS APPROVED BY THE FIRE DEPT. 7. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR ALL OTHER USES B. A GATE VALVE SHALL BE INSTALLED AT THE ASS MBLYS CONNECTION POINT TO THE MAIN. e, DUAL DOWEsnc-FIRE FLOW MASTER METERS SHALL BE THE COMPOUND TYPE . 111 DOMESTIC WATER MASTER METERS SHALL BE EITHER COAPOIM7 R2 a,WNE TURBINE TYPE AS DETERMINED FROM THE PROD USAGE IN ACCORDANCE WITH APPENDIX 'D' OF THE UTILITIES MANUAL. DUAL DOMESTIC-FIREIFLOW DOMESTIC WATER MASTER METER ASSEMBLY CITY OF SANFORD 1999 FIG. 501 Hz �F zz ao a ?tea ia: a a n. z ° D rr � z oyw"m' m earn I„Bit a � ii w N qq omw� zS W 3 41V�� W oaaF 0 ' ca Q W ry4IV- 41 in a o n m LT x Ix a 3 z > o REE Is m F gJ w z :3 rgn a_ o � U f11 0 m TYPICAL COMMERCIAL RECLAIMED WATER IRRIGATION SYSTEM LAYOUT CITY OF SANFORD = 1999 FIG. 506 DOUBLE SINGLE LOTS (TYP.) SERVICE (TYP.) SERVICE (TYP.) PROPERTY LINE (TYP,) WA R MAIN (8" MINIMUM CLEA NOUT �y utJ 9� REDUCER 4" WATER MAIN (MIN.) 6' FIRE HYDRANT FITTINGS AS ASSEMBLY REQUIRED (TYP.) (SEE NOTE ) RIGHT OF WAY LINE SEPARATE TER CURB BOXES WATER MAIN 2' (TYP.) SIDEWALK (TYP.) RIGHT OF WAY LINE NOTES: 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT- OF-WAY CONSTRUCTION WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY, 2. LAYOUT OF RECLAIMED WATER MAiNS AND SERVICES SHALL CONFORM TO THE INTENT OF THiS FIGURE. TYPICAL SERVICE LOCATION DETAIL CITY OF SANFORD 1999 FIG. 404 SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR PRESSURE VACUUM BREAKER OR SCHEDULE 90 PVC PIPE R REDUCED PRESSURE DEVICE AND FITTINGS (NOT REQUIRED WHERE RECLAIMED WATER IS UTILIZED) METER BOX AND LID UNION UNION TO BE FLUSH WITH FINISHED GRADE. SHUT OFF VALVE 12" TO 30' ABOVE CURB 4" TO 6" GRADE FINISHED GRADE I METER CURB STOP +- SERVICE LINE ' APPLIES ONLY IF IRRIGATION METER HAS SEPARATE TAP TO MAIN. IN MOST CASES CORP. STOP THE IRRIGATION METER WiLL BE PARALLEL TO THE HOUSE METER AND OFF OF THE DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. WATER MAIN NOTES: 1. A POSITIVE DIELECTRIC CONNECTION .SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS, 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPUCABLE, OR AT. PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED 70 BASE MATERIALS. FINISH WiTH TWO COATS OF PURPLE EXTERIOR ENAMEL. 4. DEVICE SHALL BE 12 INCHES (MINIMUM) ABOVE HIGHEST OUTLET. IRRIGATION METER PRESSURE VACUUM BREAKER OR REDUCEDPRESSUREZONEA55EMBLY CITY OF SANFORD 1999 FIG. 502 DISINFECTION Before being placed In service, all new water mains shall be chlorinated in accordance with the specifications below and the procedures outline in AWWA C-651 Standard Procedure for Disinfecting Water Mains All provisions of the Florida Department of Environmental Protection permit shall be complied with. WATER SYSTEM TESTING: Hydrostatic testing shah be performed at 150 pounds per square inch pressure, unless otherwise approved by the City, for a period of not less then two 2) hours. Testing shall be in accordance with the appplicable provisions as set forth in Section 1 AWWA Standard C600 for ductlble Iran pipe and AWWA Manual Numbar M-23 for PVC pipe. The testing procedure shall include the continued application of the specified pressure to the test system for the two hour period, by woyy of a pump taking suppl from a container suitable for measuring water loss. The amount of iDas shall be determined by measuring the volume displaced from said container. Should the test fall, necessary repairs shall be it within established II accomplished by the contractor and the test repeated until t hi n the e esfab iahe mits. The contractor shalt furnish the necessary labor, water pumps, gouges and all other items required to conduct the required water distribution system and perform necessary repairs.: WATER SYSTEM TESTING AND DISINFECTION CITY OF SANFORD 1 1999 1 FIG. 507 SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR DOUBLE CHECK OR SCHEDULE 80 PVC PIPE REDUCED PRESSURE DEVICE AND FITTINGS i METER BOX AND \LtDUNION UNION TO BE FLUSH WITH FINISHED GRADE. -T SHUT OFF VALVL 1 12' TO 30" ABOVE CURB 4" TO 6" GRADE FINISHED GRADE ,% METER CURB STOP SERVICE LINE + - - - CORP. STOP DOUBLE STRAP SADDLE WATER MAIN NOTES: 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WriERE APPUCABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF BLACK EXTERIOR ENAMEL Q-OMESTIC METER AND DOUBLE CHECK VALVE OR REDUCED PRESSURE ZONE ASSEMBLY CITY OF SANFORD 1999 FiG. 503 HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS PROPOSED SANITARY SEWER UTILITY POTABLE WATER fHECWMECI WATER' I (GRAVITY & F.Y.) STORM SEVER ACCEPTABLE HOi2. VERT. HOeZ. VERT. HCPoZ VERT. HO 2, I YatT. VARIANCES POTABLE _ _ 5 a/c id' 1rr IS* 10, Is, WATER rrEaluurD• a' c/c to _ _ WPAY IS _ _ OTTE&'' NSEE GENERAL WATER � o to 1e W c c QEdER61, NOTESA 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIBED IN F.D.E.P. RULES OF THE FLORIDA ADMINISTRATION CODE (F.A.C.). THESE SEPARATION REQIREMENTS SHALL APPLY BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY LINES. 2, FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.G. 17-610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATIONS USTED FOR SANITARY SEWER SHALL APPLY. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION PRODUCING GREATER CLEARANCE SHALL BE USED. C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE. 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 4. ACCEPTABLE VARIANCES: A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE. DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE EN- CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS REGAINED. B. WHERE 18 INCH VERTICAL SEPARATION IS NOT ATTAINABLE AT CROSSINGS, USE ONE FULL LENGTH OF DUCTILE IRON OR EN- CASED PIPE CENTERED AT THE POINT OF CROSSING, SPECIAL SUPPORT MAY BE REQUIRED. 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. UTILITY MAIN SEPARATION REQUIREMENTS CITY OF SANFORD 1999 FIG. 506 CORPORATION MARK WITH WOOD CxRPORADCN Y-BRANCH . . 570p (1" MIN.) PAINTED IDENTI- CAJ. COLTTNO S 5f� (t� " FITTING x 3/4' WITH LOT NUM- x 3/4*) ' BERS CURB STOP CURB STOP 2 EA Z z (SEE NOTE 3) Z Z se 5' MAX a PROPERTY TUBINGLINE TUBFIc H rROPERTr (1- Lcq (I- TIN.) LNE . . SINGLE METER BOX AND WDMOUAL METER BOXES & WATER METER UP TO 2" WATER METERS UP TO 2' (BY CITY OF SANFORD) (BY CRY OF SANFO'AS) . .S1f1G1,E�E@YiGE R HS cERVI CONTINUOUS COLOR CODED 14 GAUGE CORPORATION STOP INSULATED COPPER DOUBLE CHECK.' & FITTING LOCATING WIRE VALVE (NORMALLY OPEN) LOCATING WIRE ALONG MAIN (SPUCE SERVICE WIRE 0 MAIN WIRE WITH WATERPROOF CONNECTOR) 30' - 45- YOKE BAR METER AWWA TYPE CURB STOP CC THREADS WATER MAIN CCOPPER•OR CTISLE POLYETHYLENE SADDLE TUBING (1' MIN) NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3, EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHAH, BE BURIED APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2" x 2" x 16" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 4. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE PURPLE COLORED CTS POLYETHYLENE TUBING. 5. POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE BLUE COLORED CTS POLYETHYLENE TUBING. WATER SERVICE CONNECTION DETAIL CITY OF SANFORD 1999 FIG. 405 2'METER OUBLE CHECK BACKFLOW PREVENTER ASSEMBLY SCH. 40 GALVANIZED PIPE AND FITTINGS PRESSURE GAUGE PROVIDE TEMPORARY SUPPORTS AS REQUIRED. 12" TO 30" 3/4- HOSEBIBB ABOVE � W/VAGUUM BREAKER 2" SCHO. 80 PVC.GRADE - 2' SCHD. 50 PVC PRESSURE GAUGE DOUBLE STRAP SADDLE 2' CORP. STOP 2' CORP* STOP EXISTING O NEW WATER LINE. WATER LINE ---� FLOW TIE-IN VALVc MUST BE CLOSED AND REMAIN LOCKED. CITY TO PROMDE LOCKING MECHANISM. VALVE WILL BE OPERATED BY CITY PERSONNEL ONLY. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. e I' e f e I. I TEMPORARY JUMPER CONNECTION CITY OF SANFORD 1999 FIG. 504A CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE : FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. fo_,a_ _0 ff 4 .. ... , I.. , . r CITY OF SANFORD UTILITY STANDARD DETAILS DATE1999 APPROVER a CRUMPTON PEI DET003 *PIPE DIA. PLUS 3 FT. (5' MIN.) �sa (TYP,) EP NOTCH EVENLY SPACED (TYP. OF 2) PLAN VOEW PROP. 15 TO 20 LB. STONES SURROUNDING DISSIPATOR ON 3 SIDES I TV NOTCH 6" (TYP.) SECTOGN 'W- "AM PROP. 8" gMES MODEL N0..30p0 SS: .. DOUBLE DE1�CTOR CHECK TYPE,-BFP '' PROP. 3' WATER SERVICE' ASSEMBLY W/ TAMPER SWITCH PER " "LINE TO BUILDING• . '•= '' WAL-MART & CITY SPECIFICAT KS:; .PROP. 8" P.V.C. FIRE WATER PROP. HIGH DE14SIT( CONCRETE LINE TO• Bllli,DtNG; W/ INTEGRAL CURB :.. • .. Y . 3/4' CONDUIT FOR: ' PROP. 6" GUARD POST (TYP.. .• WATER PROTECTION : : }' �; •. OF 2) (SEE DETAIL, SHT. C-14) ' TAMPER SWITCH' . ° • . jj • ': �� PROP. e 90' BEND (Fi.G. TOP, M.J. BOTTOM) (TYP. EA. END) .-. . � � .' t • - j , ,i y PROP. 8" GATE VALVE PROP. 8' 90' M.J. PROP 4" GAS BEND (TYP.) MAIN-- 3' GATE VALVE - - - PROP. 3" 90' M.J. . BEND (TYP.) PROP. CONCRETE SLAB PER CITY SPECIFICATIONS -z x x x x__@I_ X-x x-•-Qp -s x x x-�p •---•�•x PROP. DEDICATED PROPERTY LINE PROP. 8" P.V.C. WATER MAIN PROP, 6' HIGH CHAIN LINK PROP. 8' M.J. TEE FENCE PROP 8' X 4" M.J. TEE PROP. 3' WATER METER (BY CITY) W/ W/ 4' X 3" REDUCER BFP DEVICE (BY CONTRACTOR) PER WAL--MART & CITY SPECIFICATIONS PARKING LOT PAVEMENT CURB &GUTTER 6' GUARD POST (TYP. OF 4) 2 -3 FROM THE LA 0 C PE ISLAND LOCAT ED N S A CE NTER OF THE UTILITY BOLLARD K -1,LL !� UTILITIES BOLLARD III: - . YARD HYDRANT _ °*L O ro STOP SIGN AISLE SIGN Q _ M •- i, - t Ali I 4 ram' II ::THREE :1 INGH..CQNk? LTS.:(GEi:...':'.. , .: ::::........ 1. w W I� �-- 1" P.V.C. WATER LINE TO GARDEN CENTER HOSE REEL r :PtARLCING:.Lt�T.:...:::.. . .:.:. , ...:: AVEiAEPII :::•:•:::::::..:.. GARDEN: CFNTER .........:...:...:....:.: .-:...::.:::.::::. ..:....:.:.::. LgIN__G. ::..:::::: .:... ................................. S.....TYPE;:CURB..... : & .GUTTR .: 1' WATER LINE TO YARD HYDRANT z EXIST. 6" WATER MAIN TO FIRE HYDRANT TO REMAIN ` tdi W PROP. 45' BEND r 'a 2' X i" TEE ' r EXISTING 8" X 6' TEE PROP. 90' BEND `�- TO REMAIN (TYP.) EXISTING 8' WATER MAIN Ile PROPOSED 2' METER (BY CITY) & TO REMAIN 2" BFP (BY CONTRACTOR) PER CITY +; , dt WAL-MART SPECIFICATIONS. PROPOSED 2' TAPPING SLEEVE & VALVE CONNECT TO EXISTING WATER MAIN W/ PROP. W-90' M.J. BEND & 8" GATE VALVE. TEMPORARY JUMPER CONNECTION REQUIRED. NEW WATER MAIN SHALL BE CLEARED THROUGH F.D.E.P. PRIOR TO i CONNECTION TO EXISTING SYSTEM. 'l EXISTING 8" WATER MAIN ,. TO BE REMOVED PROPOSED 8" P.V.C. WATER MAIN NOTES: COMPACT SUB --GRADE TO 98% MAX DENSITY PER AASHTO T-180. CONCRETE TO BE 3,000 P.S.I. PRECAST OR IN PLACE, SHOP DRAWINGS REQUIRED. UP9L L ���� Pt �� r i1Bi BLOW � -4LOW N.T.S.N.T.S.FLOW CL � ®OOPA ® TAHL N.T.S. a_ N.T.S. PROPOSED TYPE "G" INLET W/ "J" BOTTOM PER FDOT & 200 INDEX NO. 233 PAINT COLOR TO (� ELEV. IDENTIFY UTILITY (SEE BELOW) TAG NTH SPECIFIC --"UTILITY. SIZE, AND 15GRATE SAWCUT & REMOVE EXISTING CONC. FLUME TO LIMITS REQUIRED CONC. 6" 2500 PSI � , ' da 46.80 USE AT CAPPED END OF ALL UTILITY SERVICE CONNECTIONS DEPTH TO INVERT FOR CONSTRUCTION OF PROPOSED IMPROVEMENTS'.. TO/FROM SAM'S CLUB, WAL*PAART STORES & SUPERCENTER5 PROTECT do SAVE EXIST. CURB & PAVEMENT » TYPE E» INLET PER FDOT INDEX NO. 232 4» 5-36 :, 5-36 24" MIN. #4 REBAR EXP SED 1j1 �pj 4 �- � NOTE: » » r ^✓� I! It "All"All'♦� 10" CLEAN-OU 12 x12 x4 THK. ? a9.z 4a55 4a55 SECTQO� A %A � - � \ � REBAR IS TO BE CUT CONC. COLLAR 4&05 4a05 // OFF 6' BELOW SUBGRADE W/ #4 BAR 48.7 r 4aa aao , / ` I I AFTER UTILITY CONNECTION Li Illy 11114111114TO ® \.`.,/ / i �u�l€ PROPOSED SPILL TYPE CURB & FORMED AROUND INLET ( i �' 1 dd ' s-3s d i I IS COMPLETED AND PRIOR PAVING , f} �-- Q �% © CO �: o t 10" 45'BEND 49.2 GUTTER ` ` /� /f " GROUT I j I I UTILITY \/` ��X COLOR 10" WYE 4&72'R. aass 4H Os aaos {- _ ,. j - - ; 4 \ / \ ,• / ( I 4 MIN. 38.50 F.L.SEWER WATER GREEN BLUE /, 10' PLU l } u�u 18' PER INLET r -VERTICAL CURB I i d I I I I I ..:::::: :::::: _:;:;':;;::':: ':' ::::::::::: := V STORM DRAIN ELECTRICAL GAS WHITE ` / / » RED \ 18 MIN. YELLOW WELD TO PLATE I /� j/ BURIED W " 0. .. SIZE PROP. CURB & PAVEMENT f I 37.47 TELCO/CAN ORANGE / �. .10 P.V.C. TO MATCH EXISTINGPURPLE !it IE - d 35.50 F.L.i0» - FUTURE SITE LIGHTING FIBER OPTIC (GAS STATION} PINK \ \ \ � it ° `' • EXISTING 8' PVC SANITARY SEWER .."`...`.`........_..._ BE W/ D.I. .............:. • Ct3 , LINE SHALL REPLACED PER SECTION LENGTH WHICH PIPE PASSES THROUGH STRUCTURE. V N 3/16" x10"x10" STEEL PLATE � .27. EA5T ELEVATION •NORTH - -I CL U 11 DETAHL�-r �`•�J1 CUMME E.9 E FL�YJIi�"/l1 DETARL C5:;`0 ,li! LL9CT i1 ORUCTUlf�tl 19�$'�� . � 37 D Ll AHL�! m 00 01 li It 99•'-UV'';AL� EAl9�1-�91 L.' ADETLI-=9At91 ra Lf� rs m�a 1�� direla�� 9t0`9 � � W :ice 0 oTpocLoc01 7/e/99 N.T.S. 0 L11j. W: m: W[rMaLIT d U < (3C: DOWEL DIAMETER = T/8 (IN) 16 LONG SMOOTH DOWEL: ® 18" Q.C. T = PAVEMENT THICKNESS ;PRQf?O D- TOP 1 /8" NO NOTE: 1. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL RIG. 2. DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO GREEN CONCRETE IS NOT ACCEPTABLE. �����INTT DOWEL SLEEVE (CLOSED END) - TO FIT DOWEL AND BE SECURED DOWEL DIAMETER = T/8 (IN) 16" LONG SMOOTH DOWEL 0 18" O.C. AL SAW -CUT I I 0^110 A .VVWT T = PAVEMENT THICKNESS FIRST POUR 04 I *^ TOP 1/8' NO TO BE LUBRICA' DOWEL SLEEVE (CLOSED END) TO FIT DOWEL AND BE SECURED DOWEL DIAMETER = T/8 (IN) 16' LONG SMOOTH DOWEL ® 18' O.C. -i- T = PAVEMENT POURED JOINT THICKNESS SEALING COMPOUND N - r` • 2•:•MI IV: F- r. . 1 f7-7-}4• •. _� 1-1/4" MIN. °: CLEARANCE DOWEL TO BE WBRICA60 TOP 1 /8' No_ O SEALING COMPOUND 3/16" MIN. REDWOOD EXPANSION JOINT FILLER NOTE: 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. �' ,► ..:: -.... _...' ► .. a �: •]I►�t� T = PAVEMENT 3/16- MIN' POURED JOINT THICKNESS 16 SEALING COMPOUND 1-1 4 MIN. CLEARANCE :' . - :4: ,' NOTE: 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. CONSTRUCTION J TNT TOP 1 /8' NO cacETE JOINT ETAIL` C. ,. DTUTIL13D 10/13/00 6' GUARD POST (TYP. OF 4) LOCATED 2'-3" FROM THE CENTER OF THE UTILITIES BOLLARD YARD HYDRANT ANGLE IRON, C CHANNEL, WELD' TYP OR UNISTRUT. TYP. TELEPHONE/DATA BOX: PAINTED TRAFFIC YELLOW. HOFFMAN ,#A-1OO8CHQR BOX HOFFMAN #A-L1A PADLOCK HANDLE HOFFMAN #A-10P8 INTERNAL MOUNTING PANEL POWER BOX: HOFFMAN #A-1412CHQR BOX CONCRETE FOUNDATION LIMITS HOFFMAN #A-L1A PADLOCK HANDL WOODFORD MODEL Y2 HOFFMAN #A-14P12 INTERNAL FREEZELESS YARD HYDRANT MOUNTING PANEL W/ BACKFLOW PREVENTER. LENGTH AS REQUIRED BY LOCAL FROST DEPTH CONDITIONS. PLAN VOEW LEVITON #4710-10 TWIST -LOCK RECEPTACLE LEVITON #6490 IN -LINE GFCI . LEVITON #6899 20A GFCI -4--1* conduits ENCLOSURE ELEVATION TELEPHONE AND DATA e I.D. STEEL PIPE FILLED W/ CONCRETE O PAINT W/ YELLOW �i- REFLECTIVE TRAFFIC PAINT. oa i SECURE TO POST !i 1' GALVANIZED RIGID N CONDUIT. TYP OF 3. 3 z ° TOP OF PAVEMENT o� o , GALVANIZED TO PVC ADAPTER (TYP) o O TO BUILDING °. l tee♦ TO WATER SOURCE TO BUILDING a : ° ONE CUBIC FOOT OF o GRADED STONE FOR DRAIN 3'--1'-6" - 3000 PSI CONCRETE iln,511ENGTE GARDEN DECENTER '1 JT L0 N.T.S. ALUMINUM ARP., (2 AWG) •.f a - 30' CONCRETE POLE o 9 i VARIES AS REQUIRED / RY PUBLIC WORKS DEPT / (MIN. DISTANCE IS 4') {/ ASPHALT' PAVEMENT 1 LIMEROCK �' CONCRETE _ € i CURBING € 1 SUB-13ASE - € € ROADWAY SECTION (TVP ) 1. Street light spacing shall not exceed 300' and shall be located according to acceptable engineering practices. 2. Pole location and arm length are to be coodinated with pavement crass -section 3. Dimensions shown are minimums_ City of Sanford, Florida Dept. of Engineering and planning ■ FIGUN U-5 A STREET LIGHTS. IN EVERY SUBDIVISION, THE DEVELOPER SHALL PROVIDE ADEQUATE STREET LIGHTING USING CONCRETE POLES AND UNDERGROUND SERVICE WIRING AND CONFORMING TO THE FOLLOWING SPECIFICATIONS: 1. ALL LUMINARIES SHALL BE HIGH PRESSURE SODIUM VAPOR, CLOSED BOTTOM, PHOTO ELECTRIC CONTROLLED, BALLEST IN HEAD, ONE (1) 20 AMP FUSE, 70W/5800 OR 100W/9500 LUMENS. 2. LUMINARIES IN RESIDENTIAL AREAS SHALL BE CONNECTED AND SUPPLIEL TO PROVIDE 70W, 5800 LUMEN SERVICE. 3. ACCEPTABLE TYPES ARE- G.E. C728-N-637 70 W. 5800 LUMEN G.E. C728-N-604 100 W. 9500 LUMEN LAMPS - HPSV CODE: G.E. LU70 OR G.E. LU 100 PHOTO ELECTRIC CELLS -• FISHER -PIERCE #6662 OR AMER-ELEC # 8060 4. POLES -- 30' CONCRETE, SU 5. ARMS - ALUMINUM SOUTHERN LIGHTING MFG. CO. #2AWC76 OR AN APPROVED EQUAL., THE LENGTH SHALL BE LONG ENOUGH SO AS TO. PLACE THE LAMP TWO (2) FEET FROM THE EDGE OF PAVEMENT INTO THE ROADWAY. 6. STREET LIGHTS STANDARD - STREET LIGHTS SHALL CONFIRM .TD SPECIFICATIONS ILLUSTRATED ON FIGURE N-5. 7. MINIMUM DISTANCE FROM FACE OF POLE TO EDGE OF ROADWAY OR FACE OF CURB SHALT. BE FOUR (4) FEET. MAXIMUM DISTANCE SHALL ESTABLISHED BY THE PUBLIC WORKS DIRECTOR. D m 0 0 • cv rn 1L0 co m CD T O7 w 6 F-- CT) 3 0 ' L 0 cn i CD z LJ CD Q Z H lL ' n m r -J a it I --- I� .._I Both Wapi - s cwsarat ,a o PRECAST CONCENTRIC CONE PRECAST ECCENTRIC COME �tppext Pant 04 i . 0 B' ctm s�ppat Prat ' ~ Grout -o r �•-o" [xaenrt� -_; W- ,._.. Y.4 J'Per Ft Concrete Or 73'-0' o'-o' y a, Brick A IIY L.L,"A i a Note 3. Sea FONFORCNO SECT= in � 2' D►a. !-N- N LL M (INLET TYPE a CAL AMff �) 4'-W CIA. ST�C IUM BOT (S"WM AA) PAN OMET 4 CAL ANUT �) c' b R Note: Grout to consist of 3.1 Sand -Cement Mixture or any Class Concrete. " C4 a d $ t° 0 I in Films ALL STRUCTURES UNiESS DMO:ED By SPECIAL IEIIIAL 3 -0 Or 4 Di z = ii a RAIKIAGE STRUCTURE INVER s". � ` , "� Tap Bare 6b PLAN Q `° �a 2j" -i Y 2;r 8 � 8 m D T BRICK OR CONCRETE f-1W 713'#a Bottom Barn ( /p� ►�( jj ��jj GRATES ��j �j' [�+� Ta Ba Pald lJrnttg of kdott Canasta To Be Paid 2 Far 3'-W Structure Bottom a us m v a V-4- r ° Z (CAST iJ �O tl V ` I U U!r`wl Ll �J 0 TO Do Palo Lining of inw Conotru sttan To 6a Poi+i - c T9 PLAN TYPE S For As C. & For am C C. Far Aa C. ec For Ao C. & M #7 Bottom � � u. MANHOLES F.L. of Gu , - s m F.L. of Out a IIa m� 1 far 4'-C Struaturo Bottom I •2'_0•. I a 1 1 14 Fa Ben 0 9"W'G -� c s �%jj f j L1� j� j� (j j�j��/j �( j�'�j /� g �, - Grate + - 5 V-4- 1J!%U Ail V it U �! L E AND D U d V V E � ll t e/ E !I L�"i9 UM FOOT T IJ N � tl dl:`W✓J o 9622 l 1 � m I a� 2- Ci. Eye Bolt� �uttr�_ag_03-030Ip Sao Index 201 Grate `� 23 4. T Trans Trart m 6f CFre I N q 2" Cl. Eye Botts y '4 Bars d ill Seas Index 201 a 4 v " (INLET=111M SO Ti° a CAL ABOUT ¢} C T'PPE 4> ; ABOUT �) - 12" ctre. a a Class Round Or Elliptical HALF `o {--Y 4 8m _ ' �1 Main Line Pipe INLETS TYPES 1 AND 2 INLETS TYPES 3 AND T9FN~s A to E CUi i (P4Ailc ;� AA) SECTION 12 Ctrs. 1 vEi cS `' N ffi 12" / C ) TYPE C SECTION -� 4' Min. TRANSVERSE SECTIONS FOR INLETS TYPES 1, 3 & 4 Recommended Maximum Pipe Size: Smooth Inside V-0- small-18" Pipe TYPE E TYPE C TYPE E Max Dlamst Diameter Joint With 3'-1" Wall-a4' Pips Recommended 3' 0"1 WaliM�24"uPi Pipe Sizo: a Mortar GENERAL NOTES m � P® g 6 Of Main Una Pipe (0 a t. tt,® �,,� A j'�'' 4'-0" Mail-42" Pipe RotsStriohn Bars 2" elln ght Burs 4 n d1' a finished and slope of the Wat taps am to r A Banda l} x 7 4 v t FF Reticulino Bars � x •� Roiiculine Bars 1,� x •�® Height Of Elliptical Main S aanfaem wl fal amps and grads of the 4-a" 1'-6" 1 Approx. Weight 215 Lba. Una Pipe) ' props f�Ii Fa�6 `swat�c anba is yr. at 6 g Approx. Weight 100 Lbs. Stub Pipe 2 to°d�t rmi s ttiamr'rrrdLg� m one 34 moaYry 1� 6" '- ^ a� Bare ®0" t� �S Bare 9' „ rig Inlet d"s aooa•dingix atesi when n000mory. . \ Hoo 4' Min. 3. Ail steal in intat tap shot( have 1-1/4- milkman carer union �' I �,, °� B� �� � Bare NOTICE: Steel Grates Are Required On Inlets With Traversable Slots Z. otharataa ahorort. Intat tape abet! Tyre mtdlar aims -in -place n $ Gut And Bend Pipe Rainforceme or precool canard S� Note"� 5Y - And On Inlets where Bicycle Traffic Is Anticipated. 4, The raw aaH of Wat tops Typaa 1, 3 1$ 4 mar 4 I Support Poet i be ranatruct� a11tt Drtck Edda to tit er requirerd. Cost of concrete and steel to be Included in contract unit price for pipe cuWrt. 6. For suppiarrtarttol datuh sae Index No. W. - STEEL GRATES (� 5 Only round aanorats support past add be aoaaptattia 6' Concrete is Bare CONCRETE COLLAR FOR JOINING z anddFF. LLor�.ate outside ofm to be f with sutraaa k wwhand cutter m�pr�aatmE d B' Brtcsc a' -a 6` Bic of Back of Cu [L I1 MAINLINE PIPE AND STUB PIPE B. Far star re bottama gmo IttA Pie 200.DIMENSIONAL SECTION Face Of Fri of carp �A s' Concrete support Peat � 8. �a»�t�j (T � each. dtt the ocntrc�t and atlas far a4a INLETS TYPES 3 AND 4 43 B� 0 g" La -A s' � em,vetm Support Post #a Berg a le � tr`O[`P- � COuytl EC u OON DE u AOL INLETS TYPES 1 AND 3 INLETS TYPES 2 AND PE ;� D 8�ND E ONLET DE u ,�,O SLAB REINFORCING � Z IN 0 L1J OUTFALL STRUCTURE TOP OF INLET OUTFALL STRUCTURE TOP OF INLET ELEV. 44.0 ELEV. 44.5Q ELEV. 44.35 ELEV. 44.85 OUTFACE STRUCTURE �VOF4410 MQOIFIED FDOT TYPE E " EI EV. 44.50MODIFIED t° THEE[ STRUCTURE '4 " Y INLET STRUCTURE E `o IhiiET STRUQTURTYPE E � 2'x2'x1/4- ALUM. ANGLE lit/ STEEL RETICUUNE - a xYx1/4 ALUM. AN 2`x2'x1/4' ALUM. ANGLE W/ STEEL RETiCxUUNE F "" W/ STEEL RETICULiNE (TYP) GRATE COVER }--"--� (T�) GRATE COVER �--"-f 7d .° tom') G12ATE COVER ° a 12 FIT AND WELD ° 12" FIT AND MELD 4 12' d FIT AND m9E1.D O.C. ° (TYP) 12 o.G (�) 1a' 0. C, 4 (T') ta' 4 /E ATTACH 130TTOId OF i/4" MIN. o., 0 0 ATTACH BOTTOM 1 4' MIN. a a o 0 0 0 0 0 ATTACH BOTTOM OF 1/4 MIN. ° ALUM. BAFFLE, 2` BELOW ALUM. BAFFLE. 2" BELOW LAG SOLI ALUM. ° BOTTOM OF 4 FIT & WELD BOTTOM OF 4 FIT r� WELD ° ALUM. BAFFLE 2 BELOW ANGLE TO INLET TO BAFFLE BOTTOM OF S-60 OUTFALL LAG BOLT ALUM. d LAG BOLT ALUM. TO BAF OF 1� FIT r WELD W () SKIMMER PLATE PIP£ ANGLE TO INLET TO BAFFLE l� 90TTOM OF 5-79 OUTFACE ANGLE TO INLET TO BAFFLE L} BOTTOM OF }- Q ©; a tom) SKIMMER PLATE PIPE tom) SKIMMER PLATE e d ELEV. 43.50 ° ELEV. 43.85 ELEV. 43.50 C ) a ° O(3 CO 00 .P; a n . CONTROL ELEV. 41.50 356' PVC BLEED QOWlN PIPE °' •CONTROL ELEV. 41.50 4.06` PVC BLEED DOWN PIPE CONTROL ELEV. 41.50 358' PVC BLEED DOWN PIPE S 6 O n 3 58" PVC BLEED 4 4.06- PVC BLEED 3.58' PVC BLEED .� . DOWN PIPE ° DOWAI PIPE DOWN PIPE v NWL 41.50 liJ v NWE 41.50 dal 50 CONNECT TO EASTING a _ 24' CMP 0 FL 37.3f fli 4.1 MIN. 22- MIN. 12- a ° 1- MIN. } J ..� MIN. MIN. MiN. c MIN. FL 41.00 1 FL 40.00 I ° ALUMINUM OIL SKIMMER I Oj 'ISi d 4 o FRAME 6t PLATE OD . ALUMINUM OIL SKIMMER ALUMINUM OIL SKIMMER Q `, S✓ SC 0 FRAME & PLATE a FRAME & PLATE ° Q. °d e n 4 ° CONNECT TO EASTING - 24' OMP 0 FL. 37.3* � 0 E(,EVATTON EL.EVADON {rah EVA <!ON NOTE: NOTE: NOTE : SE GRADING PLAN FOR OUTFALL STRUCTURE LOCATIONS. SEE GRADING PLAN FOR OUTFALL STRUCTURE LOCATIONS. SEE GRADING PLAN FOR OUTFALL STRUCTURE LOCATIONS. (� m OUTFALL TUM MUC�TUR OR D `�,�A1q[� GUS�C �[�L �C UC `�`U[� 0. ��>4 C� DTADL U�'FALL T[ �JC T�I[ f ®E�` 1HL > o o Lit. N.T.S. N.T.S. N.T.S. C)' V. W . 0: DIMENSIONS AND QUANTITIES 0 See General Note No. 3. See Sheet 5 Of 6 For 3* Slab Quantities D X A B C E F G Quad. Plc N I 5 1/2- coNCRErE SLAB (C1) 12 SODDING (SQ. YDS.) Sin le Doubts Trl le Single Double Triple Quad. Single Double T-r le Quod. Pipe I Pipe Pin I I Pipe Pipe Pipe Pipe Pipe Pipe irpe Pipe 2:1 Slope 1- 5 9. 4. 3 .21 9.7 1.19 0.38 0158 18* - 6 1.41 4. 2 7.7 10. $ f3:4 1 0.44 0.6 25 3.5fi 1.73 .50 8.92 i 1 0.54 0, i 2B 4 8 .00 t 0.66 i. 31 5-1 2 5 6.08 SSS 9 2.24 fi.fi 11.75 1 .83 1.33 0.8t 1.38 1.95 2,51 28 34 39 45 _ 4 7.56 71 2.6 .83 14.58 21.3 Z .OB 1.42 1.13 2.D4 39 47 54 7-5 2..j2 1t. 6 2.83 8.42 23.7 31A 1.31 2.44 42 - 10.56 1 1 4 3.00 9. 0 2 .00 34. 0 1.50 1.5i .89 45 i 4.3 10.5 3.18 9.58 2 .9 3 . 1.68 3. 5 SO -0 2.80 16 3.30 70.18 20.16 30.16 0.16 1.5E 1.89 3.74 5.58 4 40 51 62 73 4:1 Slope 2 -7 .27 4.09 8 4.53 1 12.37 1.19 0.57 0.87 t.44 6 ,@" 2-10 .12 .03 9 14 4.9 7.75 t3.42 1.21 0.66 0.99 1.31 1.65 25 31 35 B A 6.42' A 8,25' Dimensions permitted to allow use of 8' standard pipe lengths. O 10.40'0 10.10' Dimensions permitted to allow use of 12' standard pipe lengths. AO Concrete slab shall be deepened to form bridge across crown of pipe. See section below. - A 11 7 5.50 .92 12.33 15.75 1.25 0.. 1. - 2. 2.00 6. 8 18.83 1110 1.74 36 f 4. 11. is 24 6.67 11 75 16.83 2 .923.0852 42 - 05 1337i6.4 7 2.45 7.25 2 .2 2.76 1 6-9 3.22 15.43 $'65 1, 19 2.65 .83 14.58 1.33 28.0E 1.42 1 3.30 4.7 i 41 5 - 14 t 60r' 8-61 23.11 19 03 3 3.00 9.00 17.50 26.00 34.5tl 1.50 2.45 4.66 58 25.35 1.D3 .18 8 1 27 .92 37.08 4 2. 5.54 3.35 10.15 20.16 30.18 . i �„ 1.58 3.18 6.27194 5'-4" B ® Q CJ IX 4' s 3.-0. ifii' I3 'e ^i �22 5pa� 1 t5 x 31 x fr, 23 Bars a col Edges To I' Rodl 2" lCisar 2 Ciao �T I A ih 2° GI �_ ca l-12' ! o Eye Bolt - iv See Index 201 .. '• l- :4F>•-K '('til /Maly'.""�. 'i1 �"nl.M '1.R��i, /��! .: -- 8- A �I ! f II SECTION BB PLAN 11 Beveled Or Round Comeirs S I,__? _.I Beveled Or Round Camara 0 9 O \ - . / Taal Ed To Rodl = m _ _ 1-5 x 31 x Lam,. C L-�- DJ \\y `y SECTION CC SECTION DD \ \ GENERAL NOTES _ _ _..... S ., J N STEEL GRATE 1. These inlets cre designed for use In PLAN a Steel Decking, Weight 630 Lbs. Main Bars 5' x 1/4' / ditches, medians, pavement areas, or other - - r - >P intermediate Bare 1/q2" x 1/4 Reticuline Bars 1/4' x 3/16' a areas subject to heavy wheal toads whereJ'Notch Permitted 8 r P u 8' w ci m� debris is minimal and is subject to padea- (At The Option Of The2' Clear >a o trian and/or bicycle traffic. Manufacturer) - 2-Cleo LL Z. Whan aitemate :G grate is apecifiad in L 3 x 3 x 5/16 plans, the grate is to ba hot dipped goNa- 04 9.1p0 * CtrsJill 4'-10' \ nized after fabrication. II Decking 4'-B 5/8' lifting Loop m T Edges To 3/4' Radiu <n / g x 3. ThawInlets may be used with Alt. B SECTION DD - - structure bottoms, Index 200. The inlet and bottom combinations are to be paid for under the SECTION AA #4 Bare 0 12' Ctrs. Eye Bolt Index 201 contract unit rice for Inlets DT Bot) ..�' oe Concret (or G5 (J Bat, Depth, e I� RainforcaadSlWith WWF9x6-WI.ffl 4xael,1WA 'a Sa q - - 0 3 x 3 x " 18 Spaces 0 2-981/18- Ci 19 Bars 0 Ile s' TOP VIEW -SINGLE PIPE 2% SADpe V Ln "I How Inia Deepen -Around OutsVe -- -- m 2. G 7 II F O 9 ❑ F B 4 rs i Ctre. Edge Of Pipe For5 "• ;� �.. 4.1 $ Concrete Slab. 3 Ow Thw in Sa ❑ 2' oFar Estlmati ¢ S 2l Reinforced With WWF 884-MAXW1.4 'A 0��. Purposes Only t'-s Sod Concrete Sod SOD ONLY 63 x 3 x i--- -.._, Pipe Gone `�' TOP VIEW -MULTIPLE PIPE L D� Saddl �o Side Ditch Gm ���,� SOD 3' Cancraia Parartant etas 1 Pavems t nd sod to ba seal i h nod 'r' th I STEEL GRATAN E 6- 5'-4' 6" II W-3Y Tail Edges To Radius IL 8 - 2 5'-0'11 4 Ba Ole 2" - E 0 ME 2 � It o `o E I CSC � �cQ V N L+t c: . . _ �.. W ., C] (� .. tV VY t1G I- M Ld 2' Not Loss Than a m N n a /or u only w are cc or m a p ons. 2 Cost of paving to be included In cost of inlet. Steel Grating, Stmight Bars 3-1/4' SECTION AA #4 Bars 0 12" Ctrs. SECTION 8B • No Plea Joint Permitted 6" 5' Sod NOTE Sea sheat 6 for details and notes. Reticuline Barn 2-3/16" Z. Paid For As Pipe Cu Unless roved The En loser E *Slope. 4:1 Miter To I Pipa For j'ipos 18' And Smailar, 2:1 For Pipes 24 And Larger. PAVEMENT AND SODDING �� � PE r F PI To Be Included Under Unit Price For Mitered End Section 2:1 Mar To I Pipe For Pipes 18" And Smaller. L�.I SECTION ' 1:1 For Pipes 24And Ui ar. `� NOTE: ALL F.D.O.T. DETAILS SHOW ARE FOR REFERENCE E PURPOSES ONLY. � ��c q DLi11ARUV g �g� �/�nn�y II Li Rl> �? i1✓► END �n E �q Lll�l �D + it �n IIVnn e 4�:Jo 72 q L RT%i 0770 UN �gq LET' �� TYPE" IF AND FDOT R OEX p� MOO CONTRACTOR SHALL REFER TO FDOT R(IPtD�dAY � TRAFFIC STANDARDS EDITION) FOR TOTAL DETAIL AND APPLICABLE NOTES. p (LATEST M y r BAHIA u u A u v z U 4T PLAN D PLAN 8" 2-PLY RUBBER HOSE EXISTING GROUND 8" 2-PLY RUBBER HOSE LARGE TREE -w���DOIJBLE STRAND 12 GAUGE WIRE DOUBLE STRAND 12 GAUGE WIRE 800 50. FT. AREA COVERED W/2-PLY RUBBER HOSE COVERED W/2-PLY RUBBER HOSE MEDIUM TREE 4" PAINTED FLUORESCENT ORANGE PAINTED FLUORESCENT ORANGE 260 50, FT. AREA P.) -,(TY Q7 C= C= C=P 4= C= C= C= WHITE FLAGGING WHITE FLAGGING (TYP.)I. .tY T U TREE WRAP ­�. g. I �2 I CUT BACK SLOPE TREE WRAP 22 TO PROVIDE 41NCHES MULCH 4 INCHES MULCH ij Y", A FLAT SURFACE 4 INCH DEEP SAUCER 4 INCH DEEP SAUCER MINIMUM SETBACK 4X4 P05T SPACED FOR PLANTING 10' FOR LARGE TREES STEEL TEE POST 8' STEEL TEE POST A MAXIMUM OF 6' z V FOR MEDIUM TREES APART BACKFILL MIX BACKFILL MIX j NN UNDISTURBED SUBSOIL UNDISTURBED SUBSOIL w- t --tgT— — R 0.0 REMOVE BURLAP ROPE REMOVE BURLAP ROPE r. FROM TOP 1/3 OF THE BALL FROM TOP 1/3 OF THE BALL NOTE. SEE LANDSCAPE NOTES FOR T14E TYPE OF MULCH MATERIAL TO USE. 2X4 HORIZONTAL TIONA cn MEMBER W/ OP it NOTEt SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. NET FENCE FABRICtl TREE PLANTINe VEHICULAR USE. AREA TREE PLANTINS & NoTE3 TREE PROTECTION PETAIL ON SLOPE! N.T.S. LANDSCAPE CONTRACTOR DURING PLANTING OF LANDSCAPE NTS cn N.T.S. NTS MATERIAL SHALL ENSURE TWAT VISIBILITY OF TRAFFIC gloom= TOTAL PAVED AREA: qoo SIC44AGE WILL NOTE BE BLOCKED. ,331.60 5F EDGE IF PAVEMENT OR CURB GREEN SPACE REQUIRED, PLAW Lw 10 SF PER 1,656 PARKING SPACES: 16,560.00 SF PER 50 SF OF RAVED AREA 04 I SF 18,006,63 5F SYM. crry. BOTANICAL NAME COMMON NAME DESCRIPTION REMARKS TREE PROTECTION NOTES TOTAL 34,566.63 SF CD GREEN SPACE PROVIDED: 41,444 SF 1. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE d LO 164 QUERCUS VIRGINIANA 50 UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR To PLACE 501L LIVE OAK CAL., 12 14T., 81 SPRD. DEP05IT5, DEBRIS, SOLVENTS GON5TRUCTION MATERIAL, MACHINERY OR 0* IEP 28 ILEX ATTENUATA EAST PALATKA MOLLY 3: CAL., 101 Ltr 5' SPRD OTHER EQUIPMENT OF ANY KRD WITHIN T14E MINIMUM SETBACK OF A TREE INCHES MULCH LI 50 LAGER5TROETIIA INDICA 'TUSCARORA' TUSCARORA CRAPE MYRTLE 5 CAL, AvG:'id 14T MIN. X 4-51 5PRD, 3-5 STEMS GRASS TO REMAIN ON 51TE UNLESS OTHERWISE APPROVED BY THE CITY. WW C\i DE 58 ULMUS PARVIFOLIA 'DRAKE' DRAKE EKM SEE LANDSCAPE NOTES CAL. 12--14' MT. 61 SPREAD 'm� LLJ WI' 0: =D BY THE PROVISIONS. FOR TYPE OF MULCH WASHINGTONIA ROSUSTA WASHINGTON PALM 18' CLEAR TRUNK 2. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED W, 0 OF THE LAND DEVELOPMENT CODE SHALL BE IN ACCORDANCE WITH THE EDGE OF REDLINE NATIONAL ARBORIST ASSOCIATION (NAA) PRUNING STANDARDS, IF SHRUB IS B B, THEN SHRUBS AND GROUNDCAWER REMOVE BURLAP * ROPE 3. ALL TREE ROOTS EXISTING WITHIN APPROVED IMPROVEMENT AREAS AND IF 650 ILLICIUM FLORIDANUM FLORIDA AN15E 300 MIN. 14T., 30" O.C. FROM TOP 1/3 OF BALL 3 GAL,, ORIGINATING FROM A PROTECTED TREE, SHALL BE SEVERED CLEAN AT THE . . ..... .. .... 0 Mc -Zkbq MYRCIA CERIFERA WAX MYRTLE 3 GAL., 360 MIN 14T., 41 O.C. NOTE: LOCATE PLANTS IN A TRIANGULAR PATTERN LIMITS OF THE PRESERVED AREA INDICATED ON THE PLAN. c; BACKFILL MIX RI 1,530 R14APIOLEP15 INDICA INDIAN HAWTHORN 5 GAL., 24" O.C. AS SHOWN, SPACED EQUIDISTANT FROM EACH z LEG 11447 LIRIOPE VAIREGATED GIANT' AZTEC GIANT I GAL., FULL, 12" 14T., 6-5 PPP, 24" O.C. 4. THE IRRIGATION SY5TFM SHALL BE DESIGNED TO MINIMIZE ROOT UND15TURBED 5UB501L OTHER (AT SPACING SPECIFIED IN THE PLANT LIST). GRL 11270 LANTANA MONTEVIDENS15 GOLD RUSH I GAL., FULL, 120 HT., 24" O.C. DISTURBANCE TO EXISTING TREES AND OTHER VEGETATION TO BE Lli RETAINED. LA SHRUE3 PLANTI N 6 SOD/SS BY STENOTAPHRUM 5ECUNDATUM ST. AUGUSTINE 'FLORITAM' SOLID SOD, CONTRACTOR To VERIFY ary. N.T.S. CONTR, SHRUBA-05"ROUNDOCIVER SPACINS PLAN cn BAHIA BY PASPALUM NOTATUM 'ARGENTINE' ARGENTINE BA141A SOD SOLID SOD, CONTRACTOR TO VERIFY QTY. CONTR, CONTRAN.T.S. MAY 4 2001 PC BAHIA R ETR`� IIII 'Tnvz V I I I I RETAOL SP. 6`950 S.F.± .... ... . ....... —50D * �,.k I - I •5, LIMIT OF IRRIGATION. HA A 1�. J A I I /IJI I f A L1_LLLJ FUTURE so PROPOSED 00 L L I I OP—%, fn MW CO 00 00 IFURE STATHOW WAL Mis ART 2, A r. BAHIA 1.41 AC. SS/SOD W LJ % .. ... .. .. Y W----------------- 103.141 S.F. EXPASION AREA J --Qr L1J % OP .. . .. ........ . . . .. .. ....... . 2: C) z Cl) V) < W. 0 P LIMIT GATIOF 50D N IRRION BAHIA • IV • -------- --- BAHIA E iLAGfLl E'l 1-�:ILIO' a'/ 5 707 MOM= ------ --------- ............... nYy ii fb BAHIA 0 to PROP C 38 F 10, 13. %Ishall be the Lon�j pp Contractor's r�=Ibilit rinntpl to rest ligh replant I plan Wti? 17 1119 or w_1pnP I I 101rep&e A on�5 er, whic. mt MIscope tr=tbr a 11 afo r Jg ove d 4 tF T=d� ot =%r %u� is or t EV a aTI, legallyIIOTI any Ornage cou ity of any plant material. y TV)/ (VEAL -PROM 14. A61rl Ir ugd or stoked or multr nk g Conir Jr t be e rgs uya�j d$is 0:1 to t C25 rear lity e guys �� from the trees i lifter a r !,a ot1% site 5AHIA- 0 th and pert as f 9, 'Y "V11 15. PI is blown over by h' h winds with* the u ranteed pi;rIod, sh%ll not for t e 3 to tx OWE It 5 11 tff� re&pors, c toi�trT��r• ition ribility of t 'r N%holl be rep y t I BAHIA L dscope ractce at no I I Iona Yt Orn Jona O!F or V p9t Lon 16. Sod sq a a I be certified to �,Yfr 0, a clea f! of the im, f not Sod T/h :01 �qve I firm! 5 wi tens t ring to r of f t p &0qVS measure cr)d ciatermip%-the. grpwth of weer LANDWAPE NOTM theresof i �Tuvser_ri rledCTtth 0 m or Landscape I c Arc- 1 t p work as called for on the fare installatiai. I T�&Jandsca Con�gctor shall res sible 1`0 11 materials and at a _0 L scp Pf he III ans an I t ions. In the event o onfi. t plans t ,a Fa a i'a i9=WICnontractor 1cp ginle, in all plant beds I te�s,, and a ira t Fance'f ic equ P Ti. t it! a shown on rl�n FOS sha c9ritrol 17. The, Landscape �Vntr= Ic �qr shalj�insu ad ate Iva time MY C; n hall be all civan� Wes an report any discrepancies at t r, verify �e �f bi ding. sod oregs.. V Ir 11, 1 Wit 5011 5 k shalt to Insurq Grain TSIG Robidding. re pas I, drainage, s "ry Jti brought up ry thJ L=cape Con roctor��Vme of 2. The �,T, I n- tra��r hreview htectural/engineering plans and become thoroughly W1 frsC u rT ace d 5It If subsurface u r 18. Tdin, Lands= Contractor shall insure that his work does not interrupt established or projected 3. Yery poasible s&fequg�d to�h '0 5 %11 taken to tect, building surfaces,, (nay and furnishing�i. nags MS. 'y 21 sc r I be r=sl letfr anyu�Vqr t% nJu person or property T may (Vcur as a result of neat n exec work. t 0 Icl. T ce Fn Cgy ��L%qs�ope Cor)tractor fft1l Lff Ig r4rM 011 be&� irtI PI treehe shop and I&ft bU T/JjT a t o?XW 9 0�1 on, in. Con LoA scope recIpired a 4. shall be coordinated with ot,�er trades to prevent conflicts. Coordinate the (VTtin%t,. at time W AdTina CNI % plc T�rthwt%� Irrigation work to assure oval ability and proper location of irrigation items All plcn� beds shall be top dressed with 4" shredded hardwood bark mulch 20. Yulch 0 5. All plqnting shall be,. ormed by_personnel familiar with planting procedure and under the or approved 6Wal). su rvision of a wall I planting foreman. pal C-4 21. Tr c planted Nc�er�al - The LandscamContfactor shall te rear able for det InItg t /G�s I L r t , ,t ttgnw % T� -A F, JO d rArqder 5�mdords ng hi plant materials ?-,a 9 1 ke or transplan ir a 11 ve if e 6. All plant ma 1111 51Wl �e, Qr t and on eve ati pu% Of Agricu tune t Ow He Lai scope Contractor 5 11 take all E man ai&. sebe Ater as outlined gn s, or by t Florida Deportment 0 �rc%i or Owner. Nursery- p for tervices. 31T accept9ble measures to arr, e.'the sun5 trQnSpl Ing I t be r4 pon5i le for rppl ng Ian 51 IfUl L1J z mgteriols �giq pe Contractor 5 re a e which t scope _J ScO Architect 7. The Landscape ��t or Owner shall h to reject m aria a w it such meas, as are not to an, as determir gpdscope Arch reApi %,a th@ right, at any stage of the operations It be of identical species and size I Miy an all work materials which in is opinion, do not meet with the, re4WiremeAts of or Owner. Replacement plants stall esa 5peCif ications. C.) 22. MAINTENANCE PRIOR TO FINAL INSPECTION AND ACCEPTANCE: V) in saw= B. %c t otherwi?,e speci fied as -d the ce period culTs used in therae. ural prac e Contractor's work shall conform to accepted 1. Mgintenanc-� shall 4q�enqe after h t plf ateid aj a it bronc�les in ngrmal tec� 9[- OL am core a b 9��f ir p me is t c b continue unt 11 t or ol. T mi�lrn logionts, measury _r uning �J r- uj!�r. Mr i�CFI* taken i insTrunQ Owner or his r, maintenance 5 o? 5 on jwl� m conform �zf of all lejfte e Mr"tS 5peCI I in ti representatives in general ain proc:d -L and ten shall include watering weeding, ae M caliper 1�rt�e(Vltrrue-n�'esr is to'FlIen one ��p 05, tZ around 2. PI t &K ,Me V m ken '0 ove tg!i5 once 5 0 tt,,n 2n io lica DTthe a spr x bi hn p �N repairing f unin weedl !�ujtivatlnq, I h' level. I p sick or de apt ant Ot 0 plants, rest n pifint '"s r'fanqI restoration z es or uprightW.,41.t�on I of the planting saucer an a] 'o 10. Plants *hall h,protect4V upon arrival at the site, by being thoroughly watered and properly Mor proper grow o t plants. plated. 3. Dung] the Mai t ar1c period and to the date of final acceptant �P Lond5cave d 4 pth d :e with tk Q?DA 5bnqqrd for Contractor f yin and/or d It. A I tree pitt - I�Iall �8 exc aced to E sac rOnF'5� .,L U 'a 9 ur,,,Xd llf,nt,n 2 rw se on 'nth2c�rci q" kfi li!d w' tom I n ins 0 [if I c uN gl�slpaq C' he I arddate a sol U n7�e_ 5 a si=� �tS u M., I ��, of 0Wr0r&w1rl ror u 5 , I I [ 1 1 MR To Olt. I50nQ1 5 1 � for acts or u LIJ a p �3 Landscape ractor shall I A 2V tree pits wN water before z trac notift4a, scaling Of w4- in c planting to assure proper drainage percolation is avollable. b!�,'Plna�tlon 10 ays prior to he anticipates 12. The I d Contras shall be resp sible f% t o All plants shall 4. At the brie of the in ti If all of t table, a tVtten Hall Tvill te ma�ri are I "r 5 ODchitq;2T C Stating -t ,e nfn t ,ring of gl plants, e r er gr I ,,,t�e r np 4rrTLat. time oftg!pn in aid y watered until time of occTtonc be a' the Land Owner o t Lame oritroc, uO Iv g I �r ft Lon scope Controc, t Ne�ythe MaIntes Period en a. L 5 2 v w ere MAY 4 2001 It s�ollogg t a re ponsibili y to assure that plants are not over date Lug a 0 cv m c9 L0 b cal r� -c-i T to au F- cn cu n GR055 Y� P I I tO U mi 2' 11 2' 11 11/�� 3/4' C A A C C �2�2 NOZZLE CWAR ' IRRIGATION CONTROLLER ESP -SITE. ALL EQUIPMENT SHOWN IN CONTROLLER IS TO - PATTERN LETTER MODEL GMP AT RADIUS BE PROVIDED BY IRRIGATION CONTRACTOR PIPE (TYP.)--I REBAR BENT AROUND 30 P51 . M4.. -T✓- L-V F. THRUST BLOCK DETAIL PUMP SHALL BE ACTIVATED BY THE ESP CONTROLLER BY WAY OF A 24V PUMP START RELAY. (H) l (M) (G) (L) Cf) I (F) (E) _ I I (N I I I I I (K) r9 T )i i EQUIPMENT TO BE INSTALLED IN PED. 1J DATA INDUSTRIAL 310-00 TRANSMITTER 2.) HU55LE DUPLEX RECIEPTICAL 3.) 110 VOLT DISCONNECT 4J WIRING TERMINAL STRIP A 1800-15F 3.7 15, FULL B 1a00-15vAN VARIES 15, ADJ. C '1800-15H 1.85 15' HALF D 1800-15Q 1.2 IB` QUARTER E 1800-15EST .65 4'X 15' END STRIP F 1800-15CST 12 4'X 30' CENTER STRIP G 1800-1585T 12 4' X 30' SIDE STRIP H 1600-12F 2.15 12, FULL J 1WO-12VAN VARIES 12, ADJ K 1WO-12H 13 12' HALF L 1800-120 b5 12, QUARTER M 000-10F 12 10, FULL N 1800-10VAN VARIES lot ADJ. P 1800-10H .19 10' HALF R 1a00-10Q 35 10, QUARTER 5 1a00-aF IB-1 a' FULL T 1500-OVAN VARIES a' ADJ. U 1800-OH .15 at HALF V Ia00-aQ 39 a' QUARTER W 1800-51= .41 5' FULL X 11300-4VAN VARIES 4' ADJ Y :1800-5H 20 5' HALT" Z 1800-515-55T 13 (o' X 2roll SIDE STRIP 5.) OPTICAL ISOLATION RELAY 6J 12 VOLT DC PLUG IN TRANSFORMER 1.) MAGNETIC DOOR SWITCH 8J 6 RELAY SWITCH5 THE CONTROL SYSTEM SHALL ZONE 0 BE SET UP TO MONITOR FLOW AND RAIN. VALVE GALLONS 3,000 PSI CONCRETE BASE SIZE PER MIN. WITH SEVEN 1' CONDUIT AND SNAP-TITE TWO 2' CONDUIT. CONNECTOR VALVE IDENTIFIE42 WATER PROOF REMOTE CONTROL BOX VALVE. (TYP.)JUCTION AMETEK 12" X 18' VE B �VALloam As-! l000kilW%at ; I [OX "' " POP-UP ROTOR DETAIL (TYP.) TYP3/4 .x 18 I I (J) . PPIPE Vr- FLEX - TEE IGH VOLTAGE 'GRAVEL BASE -�- LOW VOLTAGE Spa' MIN. O- SPARE PLAN 5 (A) PRESSURE RELIEF VALVE (H) MIN -CLICK RAIN SENSOR (2) PE-39 19/3 CABLE (B) GALV. PIPE 4 FITTING (f)STEEL RACK IN 1' CONDUIT (C) ELEC.JUCTION BOX (J) PVC MAIN LINE RAENBIRD F5-200-P (D) 4' WELL PER CODES (K) GRN. ROD (MIN. 10 OMHS) FLOW METER (E) PUMP START RELAY (L) ESP-32- 51TE SAT -SS PED. (F) PUMP CONTROL PANNEL (N) BREAKER PANNf I G A T I ON INSTALLATION DETAILS - (G) 440 DISCONNECT (N) ELECTRICAL CONDUIT (TYP) MOUNT IOM/2 NEXT TO IRRIGATION CONTROLLER. COORDINATE LOCATION® WITH ALL TRADES. ..4 CONMUNICATIONS To NEAREST RTU OR IOM 32 MUDULES PER COMM. LOOP MAX. EMS CONTRACTOR TO PROVIDE 24 VAC FOR IOM/2 POWER. A ANALOG FLOW SENSOR B RAIN SENSOR RELAY C CURRENT OPERATED RELAY D MAGNETIC DOOR �3 SWITCH E TWO SPARE WIRES F PHASE LOSS MONITOR G CTRL. FUR RELAY SITE ELECTRICIAN TO PROVIDE CONDUITE FROM IOM TO ESP CONTROLLER. SEE COMPOSITE UTILITY PLAN FOR QTY AND SIZE. PIPE BETWEEN THE TWO LOCATIONS FOR LOW VOLTAGE WIRE Pill 1 A TL11A IA IM dnnlTlnnl Ten A?,JY nrLjP;P E+tl�ltlrK AWnIN INPUT INPUT ALARM t INPUT NAME APPLICATION NUMBER TYPE I DIGITAL A33 IRRIG CTRL POWER 24 VAC RELAY COIL WIRED IN PARALLEL WITH IRRIGATION CONTROLLER POWER. INPUT 1 WITED TO N.O. CONTACTS- 2 DIGITAL A34 IRRIG PUMP POWER PHASE LOSSMONITOR WIRE TO LOAD SIDE OF PMP DISCONNECT. INPUT 2 WIRED TO N.O. CONTACTS. 3 DIGITAL A35 IRRIG DOOR SWITCH MAGNETIC DOOR SWITCH WIRED TO INPUT 3. OPEN=DOOR OPEN, CLOSED -DOOR CLOSED. 4 DIGITAL A36 IRRIG RAIN SENSR 24 VAC RELAY COIL WIRED IN PARALLEL TO RAIN SEN50R. INPUT 4 WIRED OPEN=WET, CLOSED=DRY 5 DIGITAL A31 IRRIG FLOW METER 4 TO 20 MILLIAMP SOURCED ANALOG SENSOR TO MEASURE GPM USAGE. SCALE WITH IRR1G. CONTR. 6 DIGITAL A38 IRRIG PUMP RUN CURRENT RELAY SENSING PUMP RUN OR SYSTEM RUN. WIRE CLOSED=RUN, OPEN=STOPPED 1 NOT USED NOT USED NOT USED AT THIS TIME a NOT USED NOT USED NOT USED AT THIS TIME. NOTES: 1. INSTALL CURRENT OPERATED RELAY ON ONE OF THE HIGH VOLTAGE LEGS OF THE PUMP OR THE LOW VOLTAGE COMMON TO ALL IRRIGATION ZONES. 2. PHASE LOSS MONITOR WIRED IN PARALLEL TO LOAD SIDE OF MOTOR DISCONNECT. 3. 'PLUNGER' TYPE SWITCH MA BE USED IN PLACED OF MAGNETIC DOOR SWITCH. 4. ANALOG FLOW SENSOR SHOULD BE OF A 4 TO 20 MILLIAMP, 24 VOC SOURCED TYPE, CONTACT JOE MULLINS 1800-341-1195 12' POP-UP SPRAYER DETAIL (TYP.) GATE VALVE_ DETAIL (TYPJ t4-16' POP-UP SPRAY DETAIL (TYPJ VP-10 VALVE BOX }{ ,4RL ST. SLEEVE DETAIL (TYP) ELL SLEEVES SHALL BE TWO SIZES LARGER THAN THE INNER PIPING. (SEE ROUGH IN DETAIL) FLEX PIPE 124' PVC TEE if I TYP. -\1/2' X 18` FLEX ILLA' i.1 6' GRAVEL BASE GENEFZAL NOTES 1) THE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL BE EXPECTED TO MAKE THOSE MODIFICATIONS NECESSARY IN THE FIELD TO REACT TO ACTUAL FIELD CONDITIONS, WITHOUT DEPARTURE FROM THE DESIGN CONCEPTS OR INTENT. 2) ALL WORK SHALL CONFORM TO ANY AND ALL APPLICABLE REGULATIONS AND CODES FOR THE LOCATION OF THE WORK. THE INSTALLER SHALL OBTAIN ANY NECESSARY LOCATES, PERMITS AND INSPECTIONS. 3) ALL WORK $HALL BE CLOSELY COORDINATED WITH THAT OF OTHER TRADES, IN ORDER TO AVOID CONFLICTS, REFER TO LANDSCAPE AND UTILITIES PLANS WHEN TRENCHING TO AVOID TREES, SHRUBS AND UNDER GROUND UTILITIES 4) ALL MATERIAL AND LABOR REQUIRED TO PROVIDE A COMPLETE, OPERATIONAL AND FULLY GUARANTEED SYSTEM SHALL BE CONSIDERED PART OF THE WORK, WHETHER OR NOT THEY ARE SPECIFICALLY INDICATED IN THE DOCUMENTS. 5) THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A REPRODUCIBLE PAPER (SEPIA OR MYLAR SHOWING ALL IRRIGATION INSTALLATION. A MYLAR OR SEPIA OF THE ORIGINAL PLAN MAYBE: OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWN EXACT MEASUREMENTS FROM HARD SUi rACES. PLEASE SHOW WIRE DIRECTION 6) ALL HEADS SHALL BE OF THE PROPER TYPE FOR THE AREAS WHERE LOCATED, AND AND SHALL BE INSTALLED PLUMB AND WITH THE PROPER HEIGHT. ALL HEADS AND OTHER EQUIPMENT SHALL BE INSTALLED WITH ADEQUATE AND UNIFORM CLEARANCE FROM ALL HARD-SCAPING, TO MINIMIZE WATER OVER SPRAY ON IMPERVIOUS AREAS. 7) THE WATER SOURCE FOR THIS SYSTEM SHALL BE A 4' WELL WITH i3 HP SUBMERSIBLE PUMP. (3EE CRITERIA FOR FLOW REQUIREMENTS.) 8) HIGH VOLTAGE POWER SUPPLY TO THE IRRIGATION CONTROLLER AND TELEPHONE LINE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING THE LOW VOLTAGE WIRES AND AND. COMMUNICATION CABLES. THE COMMUNICATION CABLE SHALL BE INSTALLED FROM THE IOM CONTROLLER TO THE ESP CONTROLLER AND THEN TWO CABLES FROM THE ESP CONTROLLER TO THE FLOW METER. INSTALL A 2' BACK UP CONDUIT WITH PULL BOXE5 SPACED EVERY 350' APART FROM THE IOM TO THE ESP CONTROLLER. 97 CONTROL WIRING SHALL BE ROUTED WITH THE MAINLINE WHEREVER POSSIBLE. LOW - VOLTAGE WIRING SHALL BE UFO14 PVC JACKETED, SINGLE CONDUCTOR CABLE, USE RED WIRES FOR 'HOT' AND WHITE FOR VALVE COMMON. WIRES SHALL BE INSTALLED WITH ADEQUATE SLACK AND SUI�xE/EXPANSION LOOPS, AND SHALL BE SPLICED ONLY 1N VALVE BOXES, USING SPEARS 'DRI-SPLICE' WIRE CONNECTORS AND SEALANT, 9) COMMUNICATION CABLE SHALL BE ROUTED WITH THE MAINLINE WHEREVER POSSIBLE. COMMUNICATION CABLE SHALL BE A PE39 TWISTED PAIR DIRECT BURIAL ICKEY PICK CABLE WITH SPLICES 6EING MADE INSIDE THE CONTROLLERS ONLY. 10) ALL PIPING AND WIRE PASSING UNDER PAYEDAREAS SHALL BE SLEEVED WITH SCH 40 PVC PIPE, SIZED A MINIMUM OF TWO NOMINAL SIZES LARGER THAN CONTAINED PIPE. 11) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA 15 SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS. 12) THE MAIN LINE AND ALL PIPING 3' AND LARGER SHALL BE THRUST BLOCKS AS SHOWN IN DETAILS BELOW. 13) THE INSTALLER SHALL BE EXPECTED TO BE FAMILIAR WITH AND FOLLOW THE INSTRUCTIONS CONTAINED HEREIN, ON THE DRAWINGS, IN THE CONSTRUCTION DETAILS, AND IN THE WRITTEN SPECIFICATIONS, SHOULD A CONFLICT BE DISCOVERED WITHIN THE DOCUMENTS, HE SHALL IMMEDIATELY NOTIFY THE PROJECT MANAGER AND REQUEST MAY f I r r� 13- _J `a> 1? 1 r� rf r� l �gg l' .f� t' a f Iy .Sri N ILI J SANFORD FIRE DEPARTAIENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Ff. 32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Plans Review Sheet Date: September 16, 2002 Business Address: 1601 Rinehart Road Occ. Ch. 12 (L.S. C.) New Assemblies Business Name: Wal-Mart (store #3207) Contractor: Architect: Boice Raidl Rhea Ph. () Ph. ( ) Ph. (913) 262-9095 Fax. (913) 262-9044 Reviewed [ ] Rejected [ ] Reviewed by: TimothyRobles, Fire Protection Inspector/Plans ector/Plans Examiner Comment: r 1.1 Application — This review is for a 2,163 sq. ft. new assembly area. 1.2 Building Data- 820 sq. ft of (non -dining) area; 1,343 sq. ft; Dinning area=2,163 total. 1.3 Maximum Occupancy factor- one(]) person per 15 sq. ft divided by 1,343=89 one (1) person per 15 sq. ft divided by 820=54 Total occupancy load 143 1.4 Post occupancy sign in conspicuous location stating "maximum occupancy allowed 143 per Sanford Fire Marshal Office " r Permits required for instillation of cooking appliances and fire suppression system Class "K" fire extinguisher required with in 25 of appliances using the (JI. 306 suppression systems LLJ Q o (1) O y� d Z w 0 ui d d Z � wd�s��jQawv�a�0 - �mui tn��ic'w O �k''w�I-`'zvzcn�� ' SF: 207)498 Q 0a5W<! ° uiZaa 0a 3 FtY(r) Ln DATf Vs4 -01 aga��jF-" uj z In 11/16/01 ngmww<- SANFORD (W),l FL z PROTO: C=1-92 FSEGL=OL STORE NO.: 3207 W ; MIN i a a k% o IF r; Z MECHANICAL ELECTRICAL GENERAL ARCH. CCN T. M CDCN ALD S , ` E1 LIGHTING PLANS Cl COVER SHEET A8 DOOR SCHEDULE M.A1 FLQOR "PLAN . P1 PLUMBING PLAN o NI GENERAL INFORMATION A8.1 DOOR DETAILS M_A2 INT ELEV - ?DET P2 ENLARGED PLUMBING PLANS AND RISERS E1.1 ENLARGED LIGHTING PLANS A8.2 DOOR AND WINDOW DETAILS Iv1A3 SECTIONS = DETAILS s P3 ENLARGED PLUMBING PLANS AND RISERS E1.2 LIGHTING DETAILS AND SITE LIGHTING ' I A9 MILLWORK P3 PLUMBING SCHEDULES AND DETAILS E2 POWER PLAN MK1 KITCHEN PLAN ARCHITECTURAL A9.1 DETAILS M.h, M1 HVAC PLAN E2.1 POWER DROP PLAN 2 ;EQUIPMENT `P,LAN AC1 AUTO CENTER FLOOR PLANS AND DETAILS M2 ENLARGED HVAC PLANS E2.2 ENLARGED POWER PLANS M�M1 MECHANICAL PLAN' c E2.3 ENLARGED POWER PLANS SP1 SITE PLAN AC2 AUTO CENTER DETAILS MM� FLOOR .PLAN M3 MECHANICAL SCHEDULES AND DETAIL SP2 SITE DETAILS GCI GARDEN CENTER M`NI3 FLOOR PLAN M4 MECHANICAL DETAILS AND SCHEDULES E2.4 ENLARGED POWER PLANS SP2.1 COMPRESSOR HOUSE DETAILS GC2 GARDEN CENTER DETAILS r, E ELECTRICAL DETAILS S`r'MBOLS AND SCHEDULES M�E1 ELE� PLAN' M5 MECHANICAL PLAN AND DETAILS E4 ONE -LINE DIAGRAM, DETAILS AND SCHEDULES+ Al FLOOR PLAN P 1 P A M �Y M2 ELEC PLAN_ MPI MECHANICAL ROOF PLAN AND DETAILS ECV .: ELEC ,:CHECKLIST Nt,.E4.1 PANELBOARD SCHEDULES A1.1 FLOOR FINISH PLAN SB NO USED :;: MP2 AUTO CENTER PLANS AND DETAILS „Q � ,,.....,Q � . ,n E4.2 PANELBOARD SCHEDULES A1.2 FIXTURE PLAN (PERMIT SET ONLY) ' -� `-- �--�' MP3 AUTO CENTER DETAILS h: 1 1 GP'I FRONT GROCERY DWV PLAN E4.3 PANELBOARD SCHEDULES � A1.3 EXTENDED DOCKS PLANS AND ELEVATIONS E5 AUTO CENTER ELECTRICAL PLANS `A2 EXTERIOR ELEVATIONS GP2 REAR GROCERY DWV PLAN �- GP3 GROCERY DWV RISER EMI ENERGY MANAGEMENT PLANS �,.� � O A2.1 EXTERIOR DETAILS AND SIGNAGE A3 EXTERIOR WALL SECTIONS GRQCERY REM1 REFRIGERATION ENERGY MANAGEMENT PLANS V GP3 FRONT GROCERY WATER PLAN AND SCHEDULES RE"I REFRIGERATION ELECTRICAL PLANS 44 44 � W A3.1 EXTERIOR WALL SECTIONS � � STRUCTURAL GP5 REAR GROCERY WATER PLAN AND DETAILS RE1.1 REFRIGERATION ELECTRICAL: PLANS �i Q0,.�A3.2 VESTIBULE WALL SECTIONS AND DETAILS ARCHITECTURALGP6 GROCERY WATER RISER AND DETAILS \ PLANS Z-4 I--- �, A3.3 OTHER INCOME SECTIONS AND DETAILS GA1 FRONT GROCERY FLOOR PLAN so GENERAL STRUCTURAL INFORMATION GM'I FRONT GROCERY HVAC PLAN AND DETAILS GE1 ENLARGED GROCERY LIGHTING PLA � ,`; to S1 FOUNDATION PLAN GM2 REAR GROCERY HVAC PLAN GE2 ENLARGED GROCERY POWER PLANS AND SCHEDULES �Cf �"°'+ A4 ROOF PLAN GA1.1 REAR GROCERY FLOOR PLAN+ A4.1 ROOF DETAILS GA2 FRONT GROCERY FIXTURE PLAN S2 FOUNDATION DETAILS R1 FRONT REFRIGERATION PLAN EFP1 ELECTRONIC FIRE PROTECTION PLAN REAR REFRIGERATION PLAN a' A5 VESTIBULE GA2.1 REAR GROCERY FIXTURE PLAN S2.1 FOUNDATION DETAIL R2 E R A5.1 COURTESY DESK, BANK, AND TENANT SPACES S3 ROOF FRAMING PLAN R3 REFRIGERATION SCHEDULES � � GA3 GROCERti II`1TERIOR ELEVATIOI'�JS �, �. � A5.2 ENLARGED PLANS GA3 GROCERY WALL SECTIONS S'4 GENERAL SCHEDULES AND DIAGRAMS R4 REFRIGERATION SCHEDULES A5.3 ENLARGED GM VESTIBULE S4.1 FRAMING SCHEDULES A5.4 ENLARGED GR VESTIBULE GA4.1 GROCERY WALL SECTIONS FIRE PROTECTION GA5 GROCERY DETAILS 54.2 WIND GIRT DIAGRAMS ftG � I c S5 FRAMING DETAILS A INTERIOR WALL .,SECTIONS AT VESTIBULE GA5.1 GROCER �' DETAILS S5.1 FRAMING DETAILS W ISSUE BLOCK A6 OFFICE PLAN � 5/17t02 A6.1 PARTITION TYPES S6 VESTIBULE PLANS FP1 FIRE PROTECTION PLANS A6.2 INTERIOR WALL SECTIONS S6.1 VESTIBULE FRAMING DETAILS FP2 FIRE PROTECTION DETAILS REV#4 A7' ROOM FINISH SCHEDULE S7 GARDEN CENTER PLAN AND DETAILS FP3 FIRE SPRINKLER PLAN S8 AUTO CENTER FOUNDATION PLAN AND DETAILS FP3.1 FIRE SPRINKLER PLAN w S8.1 AUTO CENTER FRAMING PLAN AND DETAILS FP3.2 FIRE SPRINKLER PLAN S9 COMPRESSOR HOUSE SCREENING AND DETAILS FP3.3 FIRE SPRINKLER PLAN R a'• Z fi• e( c c c i` r� n c 4 de tt a a iv S.. I I, BUILDING CODE SUMMARY 192/C010-CODE NAME OF PROJECT: SANFORD (W), FL WAL-MART SUPERCENTER DISTANCE OF TRAVEL 1004 SALES & FUTURE FOOD TENANT: CHECKED BY: STREET ADDRESS: RINEHART ROAD AND ST. JOHNS PARKWAY SBC; SPRINKLED 250' 5,269 OCCUPANTS X 0,2 =1,054 INCHES REQUIRED LAH PROPOSED USE: RETAIL NFPA; SPRINKLED 200' 12 3'-0" DOORS X 33 = 396 INCHES PROVIDED DRAWN BY: y a ,,xrr 7 4'-0" DOORS X 45 = 315 INCHES PROVIDED FILE NAME: 192-0010 I z TASLE 1003.1 2 "AIR CURTAINS" X 192 = 384 INCHES PROVIDED CODES: BUILDING CODE: 1997 SBC OCCUPANCY LOAD CALCULATIONS: PROTO CYCLE: 092801 GROUND FLOOR RETAIL SALES: 153, SF/ 30 = 5,126 TOTAL INCHES PROVIDED -1,095 INCHES PROVIDED DOCUMENT DATE: 11 /16/01 OUTDOOR FENCED: 74 F/ 30 = 35 STOCKROOM/OFFICE/TRAINING/BREAKROOM,/KITCHEN: OCCUPANCY: M-MERCANTILE TRAINING: 520 SF/ 15 = 35 B-AUTOMOTIVE LUBRICATION SERVICE BREAKROOM: / 308 OCCUPANTS X 0.2 = 64 INCHES REQUIRED 1,4�85 SF 15 = 99 FUTURE FOOD TENANT: 2,151 SF/ 15 = 143 .2 3'-0" DOORS X 33 = 66 INCHES PROVIDED KITCHEN: 4,390 SF/100 = 44 BREAKROOM EGRESS: TYPE OF CONSTRUCTION: V•-UNPROTECTED TABLE 600 OFFICE: 3,360 SF/100 = 34 99 OCCUPANTS X 0.2 -19.8 INCHES REQUIRED ALLOWABLE AREA: UNLIMITED SECTION 503.4.1 STOCKROOMS: 32,583 SF/300 = 108 2 3'-0" DOORS X 33 = 66 INCHES PROVIDED 4, 480 SF/100 = 45 AUTO SERVICE CENTER:i FIRE PROTECitON. BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM AND AUTO SERVICE CENTER: ' IS SURROUNDED ON ALL SIDES BY 50 FEET MINIMUM OF PERMANENT OPEN SPACE. 45 OCCUPANTS X 0.2 = 9 INCHES REQUIRED a TOTAL OCCUPANCY LOAD 5,953 3 3'-0" DOORS X 33 = 99 INCHES PROVIDED UNLIMITED AREA CRITERIA 15 APPLICABLE. EXTERIOR NON -BEARING WALLS NA EGRESS VADTH REQUIRED: TABLE 1004 T . EXTERIOR BEARING WALLS NC (NL) EGRESS INCHES REQUIRED (SBC) 0.20 INCHES PER PERSON SERVED TOTAL: � EXTERIOR NON -BEARING WALLS NC 5,941 OCCUPANTS X 0.2 =1,190 INCHES REQUIRED INTERIOR BEARING AND NON -BEARING PARTITIONS 0 MINIMUM CLEAR WIDTH = 33" FOR 3'-0" DOOR OPENING 19 3'-0" DOORS X 33 = 627 INCHES PROVIDED FIRE WALLS NA 45" FOR 4'-0" DOOR OPENING 7 4'-0" DOORS X 45 = 315 INCHES PROVIDED i AUTO SEPARATION WALLS (TABLE 705.1.2) 1 HR. / 45 MIN. 2 "AIR CURTAINS" X 192 = 384 INCHES PROVIDED EXIT ACCESS CORRIDOR WALLS 1 HR. / 45 MIN. EGRESS WIDTH REQUIRED (INCHES) EQUALS: TOTAL INCHES PROVIDED =1,328 TOTAL INCHES PROVIDED ' TENANT SEPARATION 0 (AREA OCCUPANT LOAD) X (EGRESS WIDTH PER PERSON SERVED) ce + . COLUMNS 0 OUTDOOR SALES; FENCED AREA. 319 OCCUPANTS X 0,2 = 64 INCHES REQUIRED w It I 3 3'-0" DOORS X 34 = 99 INCHES PROVIDED / • w 9%gy MY LOCK BOXY 3 6 THE OWNER WILL SUPPLY & INSTALL A LOCK BOX SANFORD BUILDING DEPT. J s f t �02 0 AS DIRECTED BY THE FIRE OFFICIAL. O THESE PLANS ARE REVIEWED AND CONDITIONALLY CV ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH ; THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL. ALTER, OR SET ASIDE ANY OF THE 1 PROVISIONS OF THE TECHNICAL CODES, NOR SHALL • Ly ISSUANCE OF A PERi.11T PREVENT THE BUILDING ���� DEPT FROM THEREAFTER REQUIRiNG A CORREC- TION OF ERRORS ON THE PLANS, CONSTRUCTION O OR OTHER VIOWTIONS OF THE CODES. SHEET Wo co V) E RCHITECTURAL: ECHANICAL- LECTRICAL: LUMBING: oUCTUR BURKHOLDER u HRIS M. RHEA UANE S. HENDERSON UANE S. HENDERSON NGINEER OF RECORD UANE S. HENDERSON o NGINEER OF RECORD NGINEER OF RECORD NGINEER OF RECORD r� v ARCHITECT OF RECORD 700 ANTIOCH PLAZA, SUITE 300 325 LENEXA DRIVE, SUITE 400 325 LENEXA DRIVE, SUITE 400 325 LENEXA DRIVE, SUITE 400 23 W. 8TH ST., SUITE 310 ' ERRIAM, .KANSAS 66204 LENEXA, KANSAS 66214 LENEXA, KANSAS 66214 LENEXA, KANSAS 66214 ANSAS CITY, MISSOURI 64105 p j . o • N � SHEET:: if c t �: , —L L- t 15. 1'-2!: I- M 14 3 2 2 '0--_____._.__ _-_....-____......__ ' .....__ .____ ' A1.3 ( - I �„ -- - - - - 1 I 1- — - — - — - — - t E 1 j 1 RECEIVING I 8 7 g 5 4 I f II j I f j I 48,-0178 48,-048,048,-048'-0" 48,T01$ { I1'-2" 341- 0" 27'-1„ N I ' t -95, - 4„104' '-8" M M ...... ...._1..6..2...., ,-. 8_„ `____ __.-__FT i ._— _ .— — .— .— . . — __ �— _ — _ II I I I _ -- 8��A�pA,+,.!- 4,' ,".,.w.^.v , . y��.-3�...aw� 1S-t-.Aw.rA.�,,-.�-,",.-,..- -,..t`.�.'t.S :W..�E ai�.I �I aI 1f p Ii . :I e1 M,-IE aII -.� J�C ,..^,,..,...µ...�.~-... �FJa.t�v�AA.ti..-- , .hw 'PP'i'"�F�?�� A`-,,.'..^,.0 , .t = .-t w ,.Pw-..J»rxig:.A.nA..,.-\ .,�.�,,..,.��...r ry�$m:�B.e.$,-.,, ,.^.,\"..,...^^z..a•�� .... b.F.'fi�$s$ -.-:.�1....ti.5..i,I�' EjEI ! (II l 00 `.a Ii�fU3�Fr'��"<�'9l<f r r�g�•�1',•�°5g�€�`�"r� I I�IwI1 III, I EE' I c .E ,E E pfII Ig .u�j`� v"c,"MU ��uI1 ���.;.•�C� �".� ..�n��.�� .KisT ' - ------o - - I f' f{' E f I I f, I- ( -- ( O - iNIN� — oI O I pST�C� ROOM I , _ -— _ — _ .__ _ __ p CO - p I 1JJ GROCERY ."F RECEI1NG KE RCKSVA_q_A3 _ .€gY - L V U.71" 5 _— r r — — >SOFTLINESco LF K-UP ROOM .�9 4 t I N - - - -- J� !. - e 68-11 0 0 94-7 69 6 LINE INDICATES EXTEr N OF NEUTRALIZATIONao I { REF GENERAL NOTES3,„._, - ----------R__-__co 00 _ G1 0 i 0 LJ A5.2 0_4 . _ I GROCERY CIS[ � SALES F7 SIM Do 2-A3 In °0 ° F. 1 F 0 0 0 0 0 - _ - _ - _ -_ - _ _ _ - - - - _ _ _ cl ill F DASHED LINE INDICATES EXTENT OF NEUTRALIZATION AC1 6-A2 REF: GENERAL N TES o - - - - - - - - 04 oQ 2-A3 C14 o 1 27- - - _ _ - _ _ - _ _ ___ _ _ _ uj —__ _ _ - SALES < CO N 3-A2 00 i � CDEFG�...l.753' 4„ in t4„MO 68 -8 -to co n 00 `T En .55.5 \ It - - --� _ j- A- a,II - -- ino Sim - - 46-3„ 42)-Opl ALL RA co AQUARIUM I wOL Sim 23R43 Xx -- _ --_- ----____,__---_- --- -_00 _ �_---_-_-------------- BCC..44 t� PH1 p A Ii( - I( \ ~•--- -- 1 -_- �[T�t!__4f_l�l_I _.__-__ -_ - , .....,... 3IxI 29 13 -- L i t--_ _ _ - I _ - _ G--®-DASHED LINE IN ICATES EXTENT OF NEUTRALi ATION DASHED LINE IN ICATES EXTENT OF NEUTRALIZ TION o O Q -REF GENERAL NTES ------ 6 �Cal B �. ... I !---------- --" . --fo ---------- - - "�--" E � --------------------------------------------------`-�----- A GA1 GA11 <O in A.5 r -I - - - - - - - - - - - _ _ I 2 --- -- -- -- I f I oA 0 0 0 ------------------- I _ . , ____-- to ---_ -- E I a.5 I + --------- ` , I I GA2 GA2.1 00 ♦ 0 1 N I; I I I •i E ; E I I O O T.N.. Ell L ICA C,4 00 ON --.__,-10 i 1 � N I I I I I I I I I I E I c 140 I I ! II 43'-6" 37'-10" 115'-- 4" 13 y 11 1 {) g 2. SALES FLOOR TO HAVE POSITIVE AIR 1.07 BALER FURNISHED AND INSTALLED BY PRESSURIZATION: DASHED LINE INDICATES LIMITS WAL-MART. OF AREA SEPARATION WALL BETWEEN SALES 34 -0 33 -0 48 -0 48 -0„ FLOOR AND STOCKROOM/SERVICE AREAS. 10 9.10 4" WIDE PAINTED STRIPES 5'-0" DEEP BY CONTRACTOR TO NEUTRALIZE SALES FLOOR AREA 1 WIDTH OF COMPACTOR OPENING AT 12" OC BY PROVIDING AN AIR TIGHT SEAL AT THE DEMISING A1.3 _ PENETRATIONS IBETWEEN L LS AND AROUND L SALES AND SERVICE _ _ _........ _ ._...,... _„_ ,,.,• ,_,..,.._ _,.. _�_"'� '-_-'~_-_--.-...9.11 4" WIDE PAINTED STRIPES 5'-0" DEEP BY ♦ WIDTH OF BALER AT 12" OC AREA. NEUTRALIZATION WALL SHOWN AS: ---•---_----- f I I A5 1 I I I 0 t- I 4 - 4 1 I 1 7 -4„ 4-0 21-4„ I -0 25' 4,-O ,,..i I +2'-0» ( IE 4'-O„ I Ii M _ 81-4„ 60'-0" _41t25,-4 Ds-8 25,-4„ 4'- 0" 4»1fII " II1 fI 8,O„1 �,�l -1 I1-8 ^„ ,- ^ IE MO I' "4,-„ 13M122'-4" 0 o 1I ( II I4'-0 I1I FLOOR PLAN 25'-4" 33,L4„ 198'-0" E I( f I 33,-4 41-4 f 1.3 ,-4„ ) 68,L4„ I 1„=20 -0» 092801 A010- o01-f1-2„ 36 -2, 21-6„ 34'-0" 33'-0" ' 27-7" 20'-5» ' 5'-8" '" 24-0 27-720-5 -0 I'" -0" '_0' 27'-8 ' 1-2" we. 34'-4' 34'-0 i/ 4- 535._4" __- 15 14.1 13.5 13 12 11 10.4 10 9.3 9 8.8 C8) 7.5 7 n6.5 6 n5.4 5 (4.7 4 (3.8 (3.3 3 (2.8 2 1 O N to 0 0 _j Q rx a o o� w� ¢gam otw UIx t`• =) Ld x T (o 0 :2 a U o as wo oza Ld '`aaa�o�`v; zrn p a a zaCzuQC 0-aw w2 t,,_ O �W� AN Sa20- Zap- C9U 'Tw ,O azZQ dv,oFwwapcp:)ae3 --1 gaUwl gi VfUU�N`t, QaOliwi.- Ir WOF CV a O r O o cz CHECKED BY: 6vw, DRAWN BY: LAk FILE NAME: 192-AO10 PROTO CYCLE: 092801 DOCUMENT DATE: 11 /16/01. SHEET: A 1 2x4 HARDWOOD TRIM TO MATCH TRIM USED AT WALL OPENINGS. SEE DTL. 7-A5; PAINT P25 1/2" GYPSUM BOARD; PAINT USE 5/8" FIRE RATED GYP. BD. WHEN FIRE RATING IS REQ'D. RATED WALL TO COMPLY W/ UL �- DESIGN #U465 it GYP. BOARD I d` APPLY PLASTIC LAMINATE P6 cn DIRECTLY TO GYP. BD. W/ ADHESIVE (AT REVEAL) I '" PL7 1/2" PLYWOOD (1 LAYER) W/ PLASTIC LAMINATE PL6 PILASTER BEYOND 00 PLASTIC BASE B6 a WALL SECTION �:J 1/2"=1'-O" 092801 C\a050--009 PROVIDE SMOOTH FACE CMU AT JAMBS FOR ENTRY DOORS AND ALUMINUM STOREFRONT COLUMN REF STRUCTURAL I i o � g O A.o - z CV 4'-0>, 6RI (3 PILASTER 1/2"=1'-O" 022301C\a05O-003 VESTIE 092801 PLAN 7050-001- f oc oc a I r .I,-1 n1, B w �—lot$ PLASTIC BASE B6 CERAMIC TILE 1/2" GYPSUM BOARD 1/2" PLYWOOD 3 5/8"x20 GAUGE MET STUD DEMIZING WALL (STUDS AND FINISH NOT SHOWN FOR CLARITY) FACE OF STUDS CERAMIC TILE 1/2" GYPSUM BOARD 1/2" PLYWOOD 3 5/8"x20 GAUGE METAL STUD DEMIZING WALL (STUDS AND FINISH NOT SHOWN FOR CLARITY) FACE OF STUDS CERAMIC TILE 1/2" GYPSUM BOARD 1/2" PLYWOOD 3 5/8"x20 GAUGE METAL STUD DEMIZING WALL (STUDS AND FINISH NOT SHOWN FOR CLARITY) FACE OF STUDS A COLUMN SECTION 8 1 =1 -0 092801 C\0050-008-7 CERAMIC TILE 1/2" PLYWOOD 1/2" GYPSUM BOARD PLASTIC BASE 3 5/8"x20 GAUGE METAL STUD CERAMIC TILE 1/2" PLYWOOD 1/2- GYPSUM BOARD CERAMIC TILE 1/2" GYPSUM \ BOARD 1/2" PLYWOOD ------� \ 1/2" GYPSUM BOARD EACH SIDE 3 5/8"x20 GAUGE METAL STUDoo P TIC BASE B6 CERAMIC TILE---� 3 5/8"x20 GAUGE METAL STUD BOARD GYPSUM \ 1/2" PLYWOOD---� 1 /2" GYPSUM �\ BOARD EACH SIDE 3 5/8"x2O GAUGE. METAL STUD CERAMIC TILE 1/2" PLYWOOD 1/2" GYPSUM BOARD B CERAMIC TILE 1/2" GYPSUM BOARD 1 /2" PLYWOOD 3 5/8"x2O GAUGE 1/2" GYPSUM METAL STUD BOARD EACH SIDE 3 5/8"x20 GAUGE x 1 x TRIM BOAF METAL STUD °D 1 /4" REVEAL A V-10„ A COLUMN SECTION COLUMN �6 PLAN 1"=1'-0" 092801 C\aO50-007-f 1"-1'-0" 092801 C\0050-006 ELEV TRIM SECTION 5 3 =1 -0 092801 C\0050-005 Ix TRIM BOARD WITH 1 /4" REVEAL CROWN MOLDING REF SPECIFICATION (6 COLUMN FINISH 4 092801 \ r'o'—o" VN MOULDING :/ URSES OURSES JM BOARD JRSES 1RSES VATION C\a05O-OO4 cr 0 a < U � 4 U x n= O aga aw Pi r �oMr , i�-F e'c� "Z¢ W q § 24a6H z'�z Q swQ00.26a. Bow 031X5'wsK xcy L.. n.cnazz w a��a4 Z as iu-'s, wm Q zwa"zasJe''a�otnFQoCO ix z wwwDP CT� o Lot Z = W �U' 0Q � w Aq c� CHECKED BY: ,..... ��, DRAWN BY: t}i FILE NAME: 192-AO50 PROTO CYCLE: 092801 DOCUMENT DATE: 11 /16/01 VESTIBULE • SHEET: A5 2 0 e d a a L`' cn .Q o Oz rcr < to OWE 0 i : i ROOM FINISH SCHEDULE i SHEET: A 7 { OOR CHEQULE NOTES C\AO80-DS-NOTES SCHEDULE 1 SCHEDULED WIDTH AND HEIGHT ARE OPENING SIZE „ » » » » ,> 2 AUTOMATIC OPENING DOOR MARK ROOM NAME NOTES ARK 2 2 2 2 2 2 2 4 2 TYPE MATERIAL QTY GLASS TYPE MATERIAL RATING CLASS 3 SIGNAGE: PROVIDE 1" HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND TEXT TO READ "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". AT MINIMUM c•1 `r N SEASONAL SHOP DOORS TEXT TO READ "TO BE KEPT OPEN DURING BUSINESS HOURS", SIGNAGE FURNISHED BY WAL-MART AND INSTALLED BY GENERAL CONTRACTOR. 100M ALES J HM 2 4'-0" 7'-0" 1 3/4" --- 4 HM 3 2 1 ---- - �- 6 100M N " 4 OWNER FURNISHED AND INSTALLED" » ___ __- 6 `Gi N Gi 5 (N5TALL LIFT CLEARANCE TRACK TO MAXIMUM HEIGHT ALLOWABLE TO STRUCTURE PER MANUFACTURER SPECIFICATIONS 100N J HM 2 4)-0*' 7 -O 1 3 4 4 HM 3 2 1 -„" 100N 6 EXIT DEVICE AS SPECIFIED 1005 ALES J HM 1 3'-0" 7'-0" 1 3/4 2 HM 3 2 1 _-� _- 6 100S z 0 �i a a � 7 UNDERCUT DOOR 1 1/2' 10OU J HM 1 3'-0" 7'--�0" 1 3 4' `_- 2 HM 3 2 1 _-� _-� 6 100U � a Y I-- � 8 AUTOMATIC CLOSING DEVICE, HOLD OPEN MECHANISM, AND SMOKE DETECTORS, 100W J HM 1 4'-0" 7'-0" 1 3/4" 2 HM 3 2 1 6 100W a iw a SIGNAGE: PROVIDE 1 HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND, TEXT TO READ IN EMERGENCY PUSH TO OPEN". 101 A GM VESTIBULE A ALUM 1 12'-0" 10'-0" 1 1 /2" TEMP --- ALUM 21 20 13 --- --- 1, 2, 3, 9 101 A w Co a 9 ___ _ __ t��w w1: 10 10" SHELF REF 6-PH1 101B A ALUM 1 12'-0" 10'-0 1 1 2 TEMP --- ALUM 21 20 13 1, 2,-3, 9 1018 11 FULLY GASK£TED FOR NEUTRALIZATION 102A MECHANICAL ROOM J HM 1 3'-0" 7'-0" 1 3/4" --- 1 HM 10 9 --_ ___ _� _ 102A 1 2 3 4 ' " 103A OTHER INCOME D ALUM 1 3'-6" 7'-2" 1 1/2 TEMP - -- ALUM 7 8. 17 18 16 --- - -- 1, 3 103A C\A080-01 C\A080-02 C\A080-03 C\A080-04 12 USE 8' WON DOOR IN 7 -6 OPENING WITH A POCKET 2 - 9 DEEP -_ --- --- -__ --- __^ ___ 104A ART STORAGE T METAL 1 18'-0" 4'-8" 7 6 1, 4, 5 104A 107A CASH ROOM J HM 1 3'-0" 7'-0" 1 3/4" --- 1 HM 10 9 - - - -- - --- ---- 107A 108A COUNTING ROOM J HM 1 3'-O" 7'-O" 1 3 4" --- 1 HM 10 9 --- --� --- --- 108A FRAMETYPES 109A EQUIPMENT ROOM J HM 1 3'-0" 7'-0" 1 3 4" --- 1 HM 10 9 ---� _�' --� - _- 109A 3 3/16" = 1'-0" 110C CORRIDOR J HM 2 4'-0" 7'-0" 1 3 4" --- 4 HM 3 2 _ 1 _ 6 110Cw 9 0 4�4 „ , ,r rr = D i- 2<<�xpw0 0,N 11OG J HM 2 4'-0 7 --O 1 3/4" --- 4-SIM HM 10 9 3 4 HR C 2 HEAD 11OG w a� z< *--z 115A GR VESTIBULE A ALUM 1 12'-0" 10'-0" 1 1 2" TEMP ---- ALUM 21 20 13 ---- --- 1, 2, 3, 9 115A 0' uj 60My� l�0(4o0o 115B A ALUM 1 12'-O" 10'-0" 1 1 2" TEMP - - - ALUM 21 20 13 ---- --- 1, 2, 3, 9 115E o a d a� W J�LA 116A MECHANICAL ROOM J -HM 1 3'-O" 7'-0" 1 3 4" - -- 2 HM 1O 9 -- --- -- -- - 116A z ��972 ; n�_0.w 117A OTHER INCOME D ALUM 1 3 -6 7 -2' 1 1 2 TEMP --- ALUM 7 8. 17 18 16 ---- --- 1, 3 117A 1 4, 5 118A ¢`�$Q'-° 118A ART STORAGE T METAL 1 12 -0 4 -$ --- -__ --- --- 15 6 -_- -- --- aQ 119A P OFFICE J HM 1 3 --0" 7'-0" 1 3 4" --- 2 HM 10 9 - -- -_- _-„ - �- 119A oo��a�UTS o 12 -0 --- --- 122A DC-2 J HM 1 3'-0" 7'-0" 1 3 4" 2 HM 3 2 1 122A �' zLI<2zav° ui u 123A ORRIDOR J HM 1 3'-0" 7'-0" 1 3/4" 2 HM 3 2 1 123A 12'-O" " ,r --- --- ___ --- --- MOTION DETECTOR 124A CLOSET J HM 1 3 -0 7 -0 1 3/4" 1 HM 10 9 124A ,..,....,,.�.�..... TYP 126A SEASONAL SHOP B ALUM 1 12'-1" 8'-0" 1 1/2" TEMP -- ALUM 19 20 13 - - - --- 1, 2, 3, 9 126A -'�-� 1/4" TEMPERED 1268 J HM 1 3'-0" 7'-0" 1 3f4" - - - 2 HM 3 2 1 -_- --_ 1, 2, 3, 9 126B GLASS TYP 127A MECHANICAL J HM 1 3'-0" 7'-0" 1 3/4" ----- 1 HM 10 9 --- --- --- --- 127A o SLIDE SLIDE SLIDE SLIDE 129A LCOVE G-HD PLASTIC PR 3'--0" 9'-0" ---- ACRYLIC ---- METAL 12 11 ---- ---- -- - 11 129A O tp z __ __ _ _ _ 150A CORRIDOR J HM 2 3'-0" 7'-q" 1 3 4" 4 HM 3 2 1 6 150A c° 3'-9" --IMPACT TRAFFIC 150B P HM PR 3'-O" 7'-0" 1 3 4" --- 3 HM 10 9 �- - 3 4 HR C 8 150B cn 2" CRASH BARS AT DOOR FLEXIBLE PLASTIC " „ --- ___ __ ___ __ MUNTIN MBAR AT 24" of 6 AND 24 TYP DOOR 150C R STEEL 1 8 -0 9 -0 �_- -�- 29 28 -�- 3 4 HR -C- 1, $ 150E d >, — AND 42 AFF T CLEAR VIEW CLEAR VIEW 150E G-MD PLASTIC PR 3'-0" 7'-O" ACRYLIC METAL 12 11 -^� _-� -__ 11 150E _j VISION PANEL D 151C BREAKROOM K HM 1 3'--O" 7'-0" 1 3/4" TEMP 1 HM 10 9 7 151C A D_ VISION PANEL ��� _--_-_ L� 10" BOTTOM STILES 151 D K HM 1 3'-0" 7'- q" 1 3/4" WIRE 1 HM 10 9 3/4 HR C 151 D o ; TEMPERED GLASS TYP ' ALUMINUM ALUMINUM I 152A MAKING BREAKROOM L HM 1 3'-0" 7'-O" 1 3/4" TEMP 1 HM 10 9 ---- ----� --- __ 152A NM,93,134,137,145, NM,93,134,137,145, r4 >, 153A PS ROOM J HM 1 3'-0" 7'-0" 1 3/4" --- 1 HM 10 9 _-- -- - __- - 153A 150,173,192,208,SAMS 150,173,192,208 2 —0 HIGH C\A080-DRA C\A080-DRB 2'•--O" HIGH IMPACT TRAFFIC 159A SPRINKLER W CL 1 3'-0" 7'-6" --- ---- --- PIPE -- --- ---- --- --- ---- 159A E IMPACT TRAFFIC F `v BUMPER ON 160A CLAIMS V CL PR 3'-0" 7'-6" -- --- --- PIPE --- --- ----�- --- --- ----- 160A � FLEXIBLE BUMPER E NOT USED FLEXIBLE EACH SIDE OF 162A CORRIDOR J HM 2 3'-0" 7'-0" 1 3/4" --- 4 HM 3 2 1 - -- -- - 6 162A EACH SIDE OF DOOR {-� PLASTIC 173.192,208,SAMS PLASTID -- --- D DOOR C\A080--DRF ., 1628 R STEEL 1 6'-q" 9'-0" •----- ---- --- - 29 28 3 4 HR C 1, 8 162E 3' -- 6" NM,93,134,137,145,173,192,20g NM,93,134,137,145,173,192, 208 6» 6" ALUMINUM C\Aoso-DRE 6" 5" C\A080-DRG 162C R STEEL 1 7'-6" 9'-0" --- --- --- --- 29 28 --- 3 4 HR C 1, 8, 12 162C 6" 2'-6" 6" 93.t 192 20B,SAMS`173' 162D P HM PR 3'-0" 7'-0" 1 3/4" - - - 3 HM 10 9 - - - 3/4 HR C 1> 8 162D C\A050-DRD / _-- ___ ___ 7 165A �y 1 165A EN J HM 1 3'-0" 7'-0" 1 3 4" '�- 1 HM 10 9 8 _-- --- aa 166A OMEN J HM 1 3'-0" 7'-O" 1 3/4" 1 HM 10 9 8 7 166A ., p --- ___ Ll Li 167A FAMILY TOILET J HM 1 3'--•0" 7'- Orr 1 3/4» 1 HM 10 9 �8- ��- �T- '7- 167A � �.,y ��Q 168A LAYAWAY K HM 1 3'-0" 7'-0" 1 3 4" TEMP 1 HM 10 9 _ 168A 04 5» _ _ �+ co 171A PC/INVOICING K HM 1 3'-0" 7'-0" 1 3/4" TEMP 1 HM 10 9 _-- --- --- -_- 171A�._...�Q „ 00 `�' a 10" SHELF 10" SHELF 172A TRAINING K HM 1 3'-0" 7'--O" 1 3/4" TEMP 1 HM 10 9 172A ^`''i 6 I ►� i REF 6-PHI I i REF 6-PHI 175A MANAGEMENT OFFICE K HM 1 3'-0" 7'-O" 1 3/4" TEMP 1 HM 10 9 --- - -- --- --- 175A Z 176A CORRIDOR J HM 2 3'-O" 7'--0" 1 3/4» - - - 4 HM 3 2 1 --_ - -- 6 176A W � �j L P 176E R STEEL 1 8'-D' 9'-0" --- --- -- - - 29 28 �- 3/4 HR C 1, 8 176E O � H J K HOLLOW ►vl ( �1 HOLLOW HOLLOW 176C R STEEL 1 8".. Ott 9 -0 -- - _-- -- -- 29 28 - 3 4 HR G 1, 8 176C �„y P- NOT USED HOLLOW METAL HOLLOW METAL METAL HOLLOW HOLLOW METAL METAL METAL 176D P HM PR 3'-0" 9 -0 1 3 4 --- 3 HM 10 9 - - - 3/4 HR C 8 176D cn v� 93,134,137,145,150, 93,134,137,173,192,208 , n , > n 137,145,173,192,208 NM,93,134,137,145, NM,93,134,137,145, 173137,14 8 METAL DUTCH DOOR 93,134,137,145,150,173, 178A RECEIVING GM J HM 1 3 -0 7 -0' 1 3/4 -•--- 2 HM 3 2 1 - --- 6 178A � 150,173,192,208,SAMS 150,173.192,208 NM,93,134,137,145,150. NM,93,134,137,145,173, 192,208,SAMS C\A080-DRA C\A080-DRH C\A080-DRJ C\A080-DRK C\A080-DRL 173,192,208,SAMS 192,208,SAMS C\A080-DRP 178E T METAL 1 6'-0" 8'--8" -- - --- --- --- 5 4 --- --- -- - 1, 4, 5 178C C\A080-DRM C\A080-DRN 178C T METAL 1 8'-0" 8'-8" --- - - ___ ___ 5 4 ___ ___ ___ 1, 4, 5 178C TYPICAL FRAMING `----- TYPICAL FRAMING 178D T METAL 1 8 -0" 8'-8" -- - --- ---- --_ 5 4 --- --_ - -- 1, 4, 5 178D CONDITION AT JOIST / CONDITION AT JOIST 178E T METAL 1 8'-O" 8'-8r' --- -__ -__ __- 5 4 _-- ---- 1, 4, 5 178E POCKET REF DOOR SCHEDULE OR GIRDER OR GIRDER 181A ALCOVE G-MD PLASTID PR 3 -0 11 181A w .w �o ui off; ca __ _ FOR OPENING WIDTH �� .,L 1L j. 200A JIB CRANE J HM 1 4' -4 2 -8 1 3/4" HM 6 200A z TOP RAIL o s. TOP RAIL h !- z zX ., HARMACY Lli30OA PHARMACY WORKROOM M HM 1 3 -013'-10 1 3/4" 1 HM 10 9 10 300A z ..`^���? SPACE POSTS ca r� z� J?;= u'::_.::'i ;... "' » >, » ISSUE BLOCK w {�, '� :� ,;. >, SPACE POSTS t , . 301A PHARMACY CHECKOUT N HM 1 3 -6 7 -0 1 3 4 TEMP 1 HM 10 9 - - --- --- 10 301A Q ¢ I, ..,'�.... .v `..F..a... , s M - SLIDING CHAIN LINK = a .>_.. ; f � � � 7 302A 1 rx �` �� :` AT 96' OC - AT 96 OC _j. ., 7' " 3 4" -__ 1 HM 10 9 ___ __ _ ___ 5117/ 2 REV # 4 or> s ,` �f » o w �-; ;:, ' Li GATE.(SEE DOOR .....�..�,i.... f r t 302A HARMAGY TOILET J HM 1 3 -0 -0 1 4 / 1^ s:s IDE _. sLID£...�.. �1-5 8 1- z z y rs 1-5/8 SCHEDULE FOR SINGLE - ��?- NACK BAR a o ,. , �� s�� . DIAMETER ci o o F I., .,.., ... 1 CJ tQ L� y xrt'�^ *; u _. �.. 3...a _ _ _ _ _ _ - _ _ _ _ ___ --_- --- 401A 4 t 1# z `+ z DIAMETER ):; 401A T USED w cn Y3 ,C' .: f <� MiDRAIL Lea rn 4 MIDRAIL OR BI-PARTING T r_ .::.a...',..$ E F� a `; j F vl a; z_.�..:�'f- �:._ ., 4 €r,.. » „ 1 HM 3 2 1 - - - - 9 402A x w�. 7� `:, p w .�, �..f_z.., :.:..Y.r. 402A DINING �5 TOM L WL. .., r.� �w J HM 1 3'-0 7'- 0 1 3/4" TEMP _ - E .< v -BOTTOM w /----BOTTOM _ - - 3 Z A z ,��� R IL RAIL i 403 T USED ' 4 '1% ARDEN CENTER R S T U 500D CANOPY CL HM 1 3'-0" 10'-0" 1 3/4 " ---- -- PIPE REF 8-GC2 -_ ---- 6 500D V CORE DRILL DIAMETER 6" CORE DRILL DIAMETER 6" SLIDING 501A --- CL 1 3'-0" 11'-0" --- -- - - -- PIPE REF 8-GC2 - -- --- 6 501A ACCORDIAN METAL SECTIONAL SECTIONAL COILING HOLE THROUGH SLAB, AND HOLE THROUGH SLAB, AND 134,137,145,150,173,192,208 OVERHEAD OVERHEAD METAL CHAIN LINK CHAIN LINK SECURITY GATE 501B ----- CL 1 3'--0" 11,-0" -- - -- - -- T PIPE REF 8-GC2 --- ---- 6 501E C\A080-DRR 93,134,137,145,150,173, NM,93,134,137,145,150, 93,134,137,145,150, 93,134,137,145,150,173,192,208 SET PASTS WITH NM,93,134,137,145,150, SET' POSTS WITH 173,192,208 192,208,SAMS 173,192,208,SAMS 173,192,208,SAMS C\A080-DRV NON -SHRINK GROUT 173,192,208 NON -SHRINK GROUT C\A080-DRx UTO CENTER C\A08Q-DRS C\A080-DRT C\A080-DRU C\A080-DRW �� �� �} — 600A SERVICE AREA L HM 1 3 --0 7 -0 1 3/4" TEMP 2 HM 3 2 1 6 600A DOOR TYPES 6006 L HM 1 3'-0" 7'-O" 1 3 4" TEMP 2 HM 3 2 1 --- ---- 6 600B 600G S METAL 1 12'--0" 9'-5" ��= ACRYLIC -�� -�� 7 6 _!- -^T T�_ 5 600C . 2 600D S METAL 1 12'-0" 9'-5" -_! ACRYLIC _�- ___ 7 6 --_ ___ ___ 5 600D 3/16" = 1'-0" 21'-4" op 37' -4" 600E S METAL 1 12'-O" 14'-1" ACRYLIC _ 7 6 --- _-^ ��- 5 600E 600E S METAL 1 12'-0" 14'-1" --- ACRYLIC ----_ - - 7 6 5 600E 01 CHECKED BY:10 41r�,,, r� cv (5) EQUAL SPACES (9) EQUAL SPACES 600G S METAL 1 12>--0" 9'--5" --- ACRYLIC _ -- 7 6 --- --- --- 5 60gG d 600H S METAL 1 12'-O" 9'-5" --- ACRYLIC ---- --- 7 6 --- -_ _ _ 5 600H DRAWN BY. I -p„ 6001 S METAL 1 12`-0" 9'-5" _^ ACRYLIC �__-- 7 6 _-- -�_^� 5 600J 192-A080 4" FILE NAME: , 3 _p» 600K 5 METAL 1 12'-O" 9'-5" ACRYLIC 7 6 5 600K 3,-6" 1 " 00 600L J HM 1 3'-0" 7'�--0" 1 3 4" - - - 2 HM 3 2 1 --- --- 6 600E PROTO CYCLE: 092801 Q- -__ --- 2-A8.2 CO 0 2-A8.2 o 600M U METAL 1 8'-0', 3'-8F; ___ �,� ___ ___ 19 8.2 18 8.2 17 8.2 3 4 HR C ��- 600M DOCUMENT DATE: 11/16/01 � � ,� 2•-A8.2 � � � .�. � � � 0 600N U METAL 1 10'-0" 33-8» ��� 9 8, 18 8.2 17 8�2 3/4 HR -G- �_� 600N Q i �� a a 16-A8.2 ( 601A TOILET J HM 1 3 -0 7 -0 1 3 4 ___ 1 HM 10 9 ��- ___ 601A M I ! `�� ``' 602A MECHANICAL J HM 1 4)-O� 8'-0- 1 3/4" 2 HM 3 2 1 6 602A I 602C J HM 1 4 -0 7 -0 1 3/4 --- 1 HM 10 9 - - - 3/4 HR C 11 602C r` _� =a rr ¢ 0° 603A ECURITY J HM 1 3'-O" 7'-0" 1 3/4" --- 1 HM 10 9 --- --- - - - -- 603A q 1 1 --- o 604E USTOMER AREA L HM 1 3'-0" 7'-0" 1 3/4" WIRE 2 HM 3 2 ^!_ 3/4 HR -C_ 11 6048 1 _-_ r rr„ a ,r.rr.rwr�� , �w,w�r, •u,u�,� ,rrir��, , `� 605A STORAGE J HM 1 4'- 0" 7'-0" 1 3/4" 1 HM 10 9 606A J 606A WAITING AREA --- N/A 1 3'-O" 7'-O" --- - 1 HM 10 9 --- -_- --- CASED 606A j A B O 607A OFFICE J HM 1 3,-0" 7'�-0" 1 3/4" --- 1 HM 10 9 --_ --- --- --- 607A O _ __� ALUMINUM ALUMINUM ALUMINUM HOLLOW METAL 608E UPPLY L HM 1 3 -0 7 0' 1 3/4" WIRE 2 HM 3 2 3 4 HR C 11 608B (OTHER INCOME) (GM OTHER INCOME) (GR OTHER INCOME) (UPC) VISION CENTER 145,173,192,208 , 192 192 93.134,137,145,150,173,192>208 >� " — — — —__ _ __ --- C\A080-WNA 10 1 p —2 C\Ao80-WNB C\A080->.%C C\A080-WND 704A TAM J HM 1 31-0 7'-0" 1 3 4- --- 1 HM 10 9 --- --- --- --Y 4 705A EXAM 1 J HM 1 3 -0 7'-0 1 3 4 1 HM 10 9 705A 12'-1i" RO REF PLAN 110- 8r_p» 706A EXAM 2 J HM 1 3'-q" 7'-0" 1 3 4" --- 1 HM 10 9 - -- --_ - - -~- 706A 8'-O" 712A STORAGE J HM 1 3'--0" 7'-0" 1 3/4", - - - 1 HM 10 9 --_ --- --- --- 712A lot cv RO - (2) EQUAL SPACES � � RO � N HAIR CARE ��- ___ ___ ___ _-- ao 810A SALON J HM 1 3,-0" 7'-0" 1 3 4" 1 HM 10 9 810A `� 7)-0" ___ ___ __.-_ --_ 4 8. 23 8.2 ---_ -_- �I I I I 810C X CHAIN PR 7 -0 9'-0' 1N EQ 6'—O" EQ I r` 811A T(UTY J HM 1 3' -0" 7'_O" 1 3 4" --- 1 HM 10 9 -__ ___ - -_ 811 A TENANTS 30-A8,2 co 6-A8.2' 18-A8.2 ao 800A FUTURE BANK J HM 1 3'-0" 7'-0" 1 3 4" --- 2 HM 5 8.2 14 8.2 1 --- --- 6 800A 29-A8.2 cv c o cv r c`1 CO 0 �,�� ice? `�` 1 1 cc co I rr 802A TENANT SPACE 1 J HM 1 3'-0" 7'-0" 1 3 4 - -- 2 HM 15 8. 14 8.2 1 --- --- 6 802A ~�r ¢ ^0 30-A8.2 `� 30--A8.2 3O-A8,2 Q 31-A8.2 _ ___ _ -_ __ __ -- - II I �'�� I �" BUTT JOINT 802B X CL 1 10' 0" 9'-0" -_ _-� 4 8. 23 8.2 _-- --- 802E �� livi �� GLASS '� TEMPER ro cc 803A TENANT SPACE 2 J HM 1 3'-0" 7'-0" 1 3 4" 2 HM 15 8.2 14 8.2 1 6 803A GLASS Q 1 803E X CL 1 10'-0" 91- 0" ___ __ _ __- --- 4 8. 23 8.2 --- ___ _-- ---- 803E ROCERY �-- /� 900A GROCERY SALES G-MD PLASTIC PR 3'-0" 7'-0" --- ACRYLIC --- METAL 12 11 --- __- 11 900A 901A DEL! SERVICE E-MD PLASTIC 1 31-0r' 7'-0" -�- ACRYLIC V�T METAL 25 24 =_� ___ ___ ___ 901A 902A DELI PREP G-MD PLASTIC PR 3'-0" 7'-0" ACRYLIC METAL 25 24 902A ALUMINUM ALUMINUM ALUMINUM HOLLOW METAL HOLLOW METAL ___ --_ --- ___ (SNACK BAR) (SNACK BAR) (SNACK BAR) (AUTO CENTER/PHARMACY) (AUTO CENTER) 905A BAKERY G-MD PLASTID PR 3'-0" 7'-0" -T= ACRYLIC ��- METAL 25 24 5 �GA4.1 _-- --_ �`- 905A . 192,208 192,208 192,208 93,134,137,145,150,173,192,208 93,134,137,145,150,173,192,208 906A CAKE DECORATING £-MD PLASTIC 1 3'-q" 7`-0" ACRYLIC METAL 25 24 906A 909A PRODUCE PREP J HM 1 3 -0 7 -0 1 3 4 --- 2 HM 3 2 1 6 909E CiA080-WNE C\A080-WNE C\A080-WP1G C\A080-WNK C\A080-Wt�IM Fj'—S" > " " s' --- --- 6 909A01 10 10909B G-HD PLASTIC PR 3'-O" 9'-01, - -- ACRYLIC --- METAL 10 9 --- --- --- 10'-0" REF PLAN REF PLAN ___ --- --- 01 REF PLAN rt 916A STOCKROOM J HM 1 3'-0" 7'-0" 1 3/4" 2 HM 3 2 30 _-- 916A cs EQUAL 2'-0" EQUAL 5'-0" Q ___ _-- _-- ___ _-- _-- __ _ ___ 917A PLUMBING MECHANICAL ROOM W CL PR 3'-O" 7'-6" PIPE 917A o (2) EQUAL SPACES 41cvt I 918A CORRIDOR J HM 2 3'-0" 7'-0" 1 3/4" --- 4 HM 3 2 1 --- --- 6 918A Go N 00 Q � 918E R STEEL 1 8'-O" 9'-0,, --- - -- --- --- 29 28 - - - 3/4 HR C 1; 8 918B ao i Q » - --- --_ --- 29 28 --- 3 4 HR C 1, 8 918C Q 00 a, 110) I 918G R STEEL 1 8 -0 9 -O -- / �' I a, TEMPERED GLASS 41f_ _-_ __- ___ ___918E G-HD PLASTIC PR 4'-0' 9'-0" ACRYLIC 3 METAL 12 11 11 918E 8-A8.2 co 9198 P HM PR 4'-0" 9'-0" 1 3/4" --- 3 HM 10 9 3/4 HR C 8 919E l 1 18-A8.2I 8-A8.2 j 8-A8.2 0,�' rn 6-A8.2 920A ROCERY RECEIVING T METAL 1 6'- 0" 8'-8" 7 6 --- --- --- 1 4 5 920A 1 4 5 920B .� '�' ;.� �� 1 8-A8.2 i �� 920B T METAL 1 8'-0" 8'-8" --- --_ - - --- 5 4 ___ ___ _-_ r DOOR o �' 920C T METAL 1 8'-0" 8t-8;; --- --- ___ ___ 5 4 1, 4, 5 920C DVOi1 TEMPERED PASS cv ��_____ = "v 920D T METAL 1 8'-0" 8 "8 _-� _-_ ___ ___ 5 4 ___ ^_� -�_ 1, 4, 5 920D w 00 00 -BUTT JOINT GLASS _ SCHEDULE w GLASS THRU Q I i 1 `t 920E T METAL 1 8'-0" 8'-8" 5 4 1, 4, 5 920E V) cn I I i i » » » D J '`' `r' iv N cv 924A LOCK -UP ROOM J HM 1 3 -0 7 -0 1 3/4 --- 1 HM 10 9 - - - - - - - - - - - - 100A 925A SEAFOOD PREP E-MD PLASTIC 1 4'-0" 7'-O" --- ACRYLIC --- METAL 12 11 --- --- --- 11 925A o r HOLLOW METAL NOT USED ALUMINUM ALUMINUM ALUMINUM HOLLOW METAL ALUMINUM •` (AUTO CENTER) (VISION CENTER) (HAIR CARE) (HAIR CARE) (SMOKING BREAKROOM) (HAIR CARE) u ( 93,134,137,145,150,173,192,208 145,173,192,208 192,208 93,134,137,145,150,173,192,208 173,192,208 CL 93,134,137,145,150,173,192,208 C C\A080-WNP C A08p-WNp C\A080-WNR C\A080-WNW TO BE REPLACED PER PENDING Cl N co \A080-WNE \ C\A0$0-WNz o p 1 WINDOW TYPES0 '1; SHEET: j 3/16" = 1'-0" ! 8 S _ IN N m N O 2 FLOOR F I N I 5H PLAN MA1 1 /g" -1 ' -0" XA-BASE NOTE: REFER TO SHEET ME] AND MM1 FOR LIGHT FIXTURE AND GRILLE TYPES AND LOCATION. 2_"'� RF_FLr=GTF_D GE I L I NCB PLAN MA1/ 1 /b" -1 1-0" XA-BASE FLOOR PROTECTION: COVER ALL FLOOR TILES AS SOON AS POSSIBLE AFTER INSTALL WITH GELOTEX TUFF WRAP. '�I C*A L KEYED NOTES: 01 TRANSITION STRIP BY THE GENERAL CONTRACTOR, KEYED NOTES: t BULKHEAD. REFER TO 13/MA2 2 ALL CONNECTIONS INSTALLATION OF LIGHTING BY G.G. (LIGHT FIXTURES SUPPLIED WITH FREEZER/COOLER BOX). ROOM FINISH SCHEDULE i0621 b b b b WALL LEGEND: FLOOR PLAN 1 /411 = 1 1-0 11XA-BASE FLOOR BASE HALLS GEILINCB ROOM NAME REMARKS KEY MATERIAL MATERIAL KEY MATERIAL KEY MATERIAL HEIGHT 10o CUSTOMER SERV I GE YGT- VINYL COMP. TILE VB-1 06-1 ACOUSTICAL LAY -IN 14'-0" FINAL DEGOR FINISH BY McDONALD'S OWNER OPERATOR 10 l DINING AREA VGT- VINYL COMP. TILE VB-1 GG-1 ACOUSTICAL LAY -IN 14'-0" FINAL DECOR FINISH BY MoVONALD'S OWNER OPERATOR 102 KITCHEN QT-3 QUARRY TILE QUARRY TILE FRP-I FRP 06-2 VINYL COAT.6YP.PNL 10' -0' 103 SUPPORT (2T-3 QUARRY TILE QUARRY TILE FRP-1 FRP 06-2 VINYL GOAT.6YP.PNL 10'-0" 104 FREEZER / GOOLER MANUFACTURER MANUFACTURER MANUFACTURER COOLER/FREEZER BY 'KOLPACK'. COOLER TO HAVE QUARRY TILE FLOOR. FREEZER FLOOR BY MANUFAGTUERER. 1 O5 GART STORAGE VGT- VINYL COMP. TILE VB-1 06-1 ACOUST I GAL LAY- I N 14' -0" F I NAL DECOR FINISH BY MGDONALD' S OWNER OPERATOR FINISH SGHFME CHART: BUILDING DATA: SGHEDULE .WALL FLOOR F I N I SHE-5 �A -- NEW WALL CONSTRUCTED BY GENERAL CONTRACTOR. 3 5/8" METAL STUD 0 16" O.G. ATTACHED TO STRUCTURE ABOVE (HEIGHT TO BE VERIFIED ON SITE). VGT-3 12" x 12' x I /8' VINYL COMPOSITION TILE, 51-I P RESISTANT, 5R-120, 1. BU I LD I NCB DESGR I PT I ON : REFER TO DETAIL 6/MA3 WHITE, BY AZROGK, FURNISHED AND INSTALLED BY 6.0. USE GROUP: A3 - ASSEMBLY KITCHEN SIDE: CORRESPOND TO WAL-MART'S SPEGIFIGATIONS F.R.P. OVER 5/8' PLYWD. TO 6" ABOVE CLN6. INCLUDIN6 ALL VALANGE5 YGT-4 12'xl2'xl/8' VINYL COMPOSITION TILE, SLIP RESISTANT, SR-123, DINING SIDE: BLACK, BY AZROGK, FURNISHED AND INSTALLED BY 6.0. 2. BU I LD I NCB AREA TABULATION: 1/2' GYPSUM BOARD TAPED, SANDED WITH PRIMER AND WHITE FINISH CORRESPOND TO WAL-MART' 5 5PEG I F I GAT I ON5 PAINT. FINAL DECOR FINISH BY MCDONALD' 5 OWNER/OPERATOR NOTE.. QT-3 6"xb' QUARRY TILE WITH 6'xb" COVED ROUND TOP BASE. DINING 1343 50. FT. g�— C L @16' O.G. U � FLJRNI5HEP AND INSTALLED BY 6.0. BLACK GROUT. NON -DINING 820 50. FT. -fT TOGBE VERIFIED TONSTRUGTUREBA80EE (HEIGHT SITE). REFER TO DETAIL 6/MA3 GPT-1 CARLI5LE TIRE AND RUBBER CO, 1-800-851-4-146 TOTAL NET 2,1 3 50. FT. I SIDE: FURNISHED AND INSTALLED BY G.G. AT KID'S PLAY AREA ONLY (OPTIONAL) .- __ � ��.. � A� F.R.P. . " " F R.P. OVER 5/8 PLYWOOD. TO 6 ABOVE GEILING OG 1 1/2 METAL FURRING OVER EXISTING GMU WALL. GS-1 CONCRETE 5LAB 0 3 . OGGU PANGY/ .EGRESS : - �' . KITCHEN SIDE. VB-1 RESILIENT VINYL TILE AND ADHESIVE, BLACK, FURNISHED BY 0 DINING: `;1343 `SQ.FT,, / 15 SQ,FT, ::= Sa " F.R.P. OVER 5/8 PLYWOOD, TO b ABOVE GEILIN6 HAL-MART INSTALLED BY G.G. NON-DININ6: 820 50. FT. / 15 50. FT. = 54 a— NE^l LOW WALL GONSTRUGTED BY GENERAL GONTRAGTOR. 3 5/8" METAL STUD5 TOTAL CALCULATED OGGUPANCY: 143 > a 16" O.G. TOP OF WALL ®4'-00. REFER TO DETAIL 12/MA2 GEILING FINISHES DININ6 SIDE: G6-1 2'x4' AGGOUSTIGAL GEILING TILE. WHITE iTAPED,MITE INISH MAXIMUM NUMBER OF SEATS:PAINT. 68 FINAL DECOR I5H rPONALD'5 OWNER/OPERATORAND DECOR F G6-2 2'x4' AGGOU5TIGAL 0EILIN6 TILE. WITH VINYL COATED FINISH, WHITE. CART STORAGE SIDE: MAXIMUM NUMBER OF EMPLOYEES ( PEAK HOURS) 11 1/2' PLYWOOD, PRIMED AND WHITE FINISH PAINT. FINAL DECOR FINISH PAINTS BY MGDONALD'S OWNER/OPERATOR PT-1 5HERHIN WILLIAM5 - 'THEATER RED' 1602 OPERATION HOURS: 1:00 A.M. - 11:00 P.M. a NEW WALL CONSTRUCTED BY GENERAL CONTRACTOR, 6' METAL 5TUD5 ®i 6" O.G. ATTACHED TO STRUCTURE ABOVE (HEIGHT TO BE YER I F I ED ON SITE) FIBERGLASS RE I NFORGED PANEL REFER TO DETAIL 7/MA3 GART STORAGE SIDE: FRP-1 FRP, WHITE, 6ENERAL CONTRACTOR TO ENSURE GORREGT 1/2' PLYWOOD UP TO 4'-O" A.F.F. PRIMED AND WHITE FINISH PAINT. ADHESIVE FOR PLYWOOD BACKING. 1/2' GYPSUM BOARD TAPED, SANDED WITH PRIMER AND WHITE FINISH (HEIGHT TO BE VERIFIED ON SITE). SERV I GE COUNTER FINISHES FINAL DECOR FINISH BY MGDONALD' S OWNER/OPERATOR WAL-MART SIDE: SGT-1 SERVICE COUNTER -TOP. SUPPLIED BY McDONALD'S OWNER/ 1/2' GYPSUM BOARD. FINAL FINISH PER WAL-MART'S 5PEGIFICATION5, OPERATOR INSTALLED BY GENERAL CONTRACTOR. OF -- NEW LOW WALL CONSTRUCTED BY 6ENERAL CONTRACTOR. 3 5/8' METAL STUDS ® 16" O.G. TOP OF WALL @5'-00. REFER TO DETAIL 10/MA2 DINING SIDE: 1/2' 6YP5UM BOARD TAPED, SANDED WITH PRIMER AND WHITE FINISH �('T' C, I � �I N. A � � \ I � � I O � PAINT. FINAL DECOR FINISH BY McDONALD' S UWNBR/OPEZATOR / `J I � KITCHEN SIDE:. F.R.P. OVER 5/8" PLYWOOD. 48" HIGH INTERNALLY ILLUMINATED HALL LOGO ARCH OG - 1 1/2" METAL- FURRING OVER EXISTING GMU WALL. FURNISHED AND INSTALLED BY MOPONALD'S OMER/OPERATOR, DINING SIDE: EVERBRITE 5I6N COMPANY PH#:1-800-558-3888 1/2' GYPSUM BOARD TAPED, SANDED WITH PRIMER AND WHITE FINISH PAINT. FINAL DECOR FINISH BY McDONALD'5 OWNER/OPERATOR OH -- 1 1/2" HAT CHANNEL METAL FURRING OVER EXISTING GMU KALL,REFER TO DETAIL 15/MA2. DINING SIDE: 1/2" GYPSUM BOARD TAPED, SANDED WITH PRIMER AND WHITE FINISH PAINT. FINAL DECOR FINISH BY MGDONALD'5 OWNER/OPERATOR METAL STUDS SHALL BE EQUAL TO OR BETTER THAN 'UNIMA5T" METAL SYSTEM. DOOR SGHEDULE AND HARDNARE DOOR #1 FROM DINING TO KITCHEN 3'-O" x 6'-8" x 1 3/4" SOLID CORE WOOD DOOR WITH STAIN GRADE VENEER HOLLOW METAL FRAME HARDWARE HINGES HAGER - bbl27a - 4 1/2"x4 1/2"x 1 1/2 PAIR OR EQUAL EXIT HARDWARE SCHLA6E - Da6PD - RHODES SERIES, 626 KICKPLATE US 28D - SATIN ALUMINUM ANODIZED - 8'x34"x18 GA. CLOSER LGN - 4110 - GUSH. (5 # A.D.A. COMPLIANT) VIEYIER 8"x8" MIN. VIEWER, TEMPERED CLEAR 6LA55 DOOR5 TO BE KEYED ALIKE. 6.6. TO PROVIDE (3) KEYS TO MGDONALD'5 OWNER/OPERATOR. FINISH: G.G. TO PRIME DOOR. FINAL DEGOR FINISH BY McDONALD'5 OWNER/OPERATOR. NOTE: INTERIOR DOORS, FRAMES, HARDWARE d AGGE55ORIE5 MAY BE ORDERED FROM McDONALD'S APPROVED SUPPLIER,. UNIVERSAL MANUFACTURING: 1-600-821-1414 DOOR #2 FROM DINING TO EXTERIOR EXTERIOR DOOR BY WAL-MART FINISH: I. EXTERIOR: G.G. TO PAINT PER HAL-MART 5PEGIFICATION. 2. G.G. TO PRIME INTERIOR OF DOOR. FINAL DEGOR FINISH BY HARDWARE MGDONALD'S OWNER/OPERATOR. INTERIOR FINISH TO MATCH DECOR SELECTION. PANIC HARDWARE d CLOSER PER WAL-MART 5PEGIFICATION. PROVIDE EMERGENCY EXIT SIGN ONLY NOTE: REFER TO WAL-MART DRAWIN65 FOR DOOR SPECIFICATION. DOOR #3 NOT USED 6ENERAL NOTES: 1. ALL DIMENSIONS ARE TO FACE OF FINISH MATERIAL. 2. ALL ANGLED DIMENSIONS ARE AT 45 DEGREES UNLE55 NOTED OTHERWI5E. 3. ALL DESIGNATIONS FOR K.E.S. = KITCHEN EQUIPMENT SUPPLIER FOR APPROVED EQUIPMENT AND I5 CONTRACTED BY McDONALD'5 OWNER/OPERATOR TO SUPPLY KITCHEN EQUIPMENT AND/OR INSTALLATION OF EQUIPMENT. 4. ALL KITCHEN EQUIPMENT UNLESS NOTED OTHERWI5E, SUPPLIED AND INSTALLED BY MoPONALD'5 OWNER/OPERATOR THROUGH K.E.5. CONTACT McDONALD'5 FIELD PROJECT MANAGER FOR K.E.5. INFORMATION. 5. G.C. I5 RESPONSIBLE FOR PREPARATION OF WALL5 FOR FINAL DECOR. THIS INGLUDE5 GYPSUM BOARD TO BE TAPED AND SANDED WITH PRIMER AND WHITE FINISH PAINT. 6. McDONALD'S OWNER/OPERATOR I5 RESPONSIBLE FOR FINAL DEGOR FINISH. 1. ALL CONSTRUCTION 4 FINISHES SUPPLIED AND INSTALLED BY WAL-MART'5 G.G. AND/OR SUB-GONTRAGTOR UNLE55 NOTED OTHERWI5E. 6. ALL 6.0. SUPPLIED EQUIPMENT TO BE PURCHASED THROUGH APPROVED McDONALD'S SUPPLIER. cl. FUR OUT ALL INTERIOR WALL5 AT DINING, GU5TOMER SERVICE, CART PARKING AREA, AND OPTIONAL PLAY AREA AND FINISH AS INDICATED IN WALL SCHEDULE. 10.OPTIONAL ROLLING SECURITY GRILL DOOR BY McDONALD'S OWNER/OPERATOR, II.FUR ALL INTERIOR BLOCK WALLS AND FINISH AS DE-5I6NATED BELOW. 12.FLOOR PROTECTION: COVER ALL FLOOR TILES AS 50ON A5 P055I13LE AFTER INSTALL WITH GELOTEX TUFF WRAP, 13.CONTRACTOR TO PROVIDE SILICONE SEALANT AT ALL TRANSITIONS BETWEEN DI55IMILAR FINISH MATERIALS. KEYED NOTES: i NOT USED 2 PROVIDE 5/8" PLYWOOD THROUGHOUT KITCHEN. 3 SHADED AREA INDICATES FLOOR SLAB BELOW FREEZER TO BE REGE%ED 3 a/I6". THIS DEPRE55ED SLAB MUST BE LEVEL WITHIN 1/6" TOLERANCE AND DEPRE55EP EXACTLY 3 cl/lb" AT FREEZER/COOLER DOOR. REFER TO COORDINATE WITH McDONALD'S FIELD REPRESENTATIVE. 1/4" TEMPERED GLA% INSTALLED IN ALUMINUM STORE FRONT BY 6.0. (SINGLE PANE OR INSULATED AS PER WAL-MART SPECIFIGATIONS). PROVIDED SINGLE PANEL OF 6LA55 (NO CENTER MULLION) ON ANGLE WALL 5ETHEEN McDONALD'5 SPACE AND VESTIBULE. 5 G.G. TO PROVIDE 1/2" GYPSUM BOARD TO THE END FACE OF THE LOW WALL. 6 BREAK METAL TO MATCH MULLIONS. REFER TO DETAIL 15/MA2 r- i DOOR #1 SGALE-1/4" = 1'—O" 55 a 0 e MoDONALD'S KEY PLAN 0 A.5 N Q. ! L 0 W) m Docl U) •y M m p �Y iC4 0 0 0 � • 0 0 O Q- O ■� o 3 Qi N N N � � N � O 0 Cc:N O a a L O E °- C N �Q O Lazo oov 0 0--o 0 V U 3 0 0 U CL O 0 C O O C N O C ° O O O Q, U t 0 O U Q N ? O N =U�'=a�4) O — N V V ° J H V C X O 0 -0 C 'S '2 "- O C O C 0 C N N 0 V V E N O 'L U y V C O •- C i T p � O O P v O w _cm: -V N v o�pa�oa-�. a 0 Q. O L O V O O i- L 0 QUiU°:No�ac CL 0 3 -00 -0 Q�i a� Q 0= 3 0 3 p ° ° N ` 0 0 q> U O-6 0� N= N o OQ�i�_� o N N° O D O- 0 0 CIL C Q'� ai Q�i o aoD Of C m <r J W O \ m O m \ -- t- W o � %D Ck °'0 s m z LL D_ � � N J N P0015g8 MA1 FLOOR PLAN S Ck Y OPEN GEILIN6 GRID ELEV. + REFER TO WALMART ARCHITECTURAL SHTS. BULKHEAD ELEV. + REFER TO WALMART ARCHITECTURAL SHTS. BTM. OF VALANCE ELEV. + 106'-5" ,dkWINDOW SILL ELEV. + 102' -4" FINISHED FLOOR ENTRY ELEVATION 1/4 GEILIN6 ELEV. + 114'-O" N BULKHEAD ELEV. + REFER TO WALMART ARCHITECTURAL SHT5 BTM. OF 5OFFIT ELEV. + 1 Oq' -4" BTM. OF VALANCE ELEV. + 106'-&" TOP OF TRIM ELEV. + 104'-0' TOP OF COUNTER ELEV. + 102'-10" FINISHED FLOOR 5 DINING ELEVATION; MA2 1 /4" =1 ' —0" 2''01-6' -1 1/it 4 1/2" I I I I I I I I I I 1 I NOTE: APPLY FRP TO KITCHEN SIDE OF ALL UNDERGOUNTER WALLS I I I I I I I I I I � I I I I I I DINING I I I I 1 I I I I MA2 I I I I _ ' E------ I 1 — � I I I I - I I I I I I I I N � I I I I rj- I I I 1 I I q I I MA2 I I I I I I I I I I I I I I I I I I I I 2'-2 1/2" 21—O" ,\\ STOREFRONT MULLION SYSTEM. REFER TO SEALANT WAOMART ARCHITECTURAL SHEETS ANODIZED ALUMINUM BREAL METAL____ --_-- TO MATCH MULLIONS. 6.0. TO ELIMINATE SHARP EDGES---------- .� TOP OF MASONRY 2x PRESSURE TREATED WOOD BLOCKIN6 REFER TO WAL"MART DRAWINGS FOR ALL FINI5HE5 WAL"MART SALES 4' EL. = REFER TO KAOMART ARCHITECTURAL SHTS. 8" G.M.U. REFER TO WAOMART - DRAWINGS FOR SPEGIFIGATIONS -6.6. TO PROVIDE 1/2' GYPSUM BOARD PRIMED AND PAINTED. FINAL DECOR FINISH BY McDONALD'5 OWER/OPERATOR McDONALD'5 DINING E. 1/2" PLYWOOD 0 5" A.F.F. .z �I ,VINYL BASE 15 WALL 5EGT I ON @ JN I NDOIN MA2 1 1 /2 " =1 ' —0 11 DMA2-1 KITCHEN 5TAINLE% STEEL COUNTER SUPPORTS BY KITCHEN SUPPLIER 2' -4" LOW WALL ® 5'-0" A.F F \ 5ERVIGE COUNTER PLAN MA2 1 / 2 " =1 ' —0 " 5TD 10/01 AP34GSA 1 h10T USED MA2 Ilk GEILIN6 ELEV. + REFER TO WALMART ARCHITECTURAL 5HT5. WINDOW SILL ELEV. + 102'-4" FINISHED FLOOR 2 '� ENTRY ELEVATION MA2 1/4"=1'-0" GEILIN6 ELEV. + 114'-0" BTM. OF SOFFIT Y ELEV. + ]Oct'-4" BTM. OF MENU BOARD ELEV. + 106'-W TOP OF COUNTER ELEV. + 102'-10" FINISHED FLOOR 3 SF —RV ICE COUNTER MA2 1/4"=1'-0" gk GEILIN6 ELEV. + 114'-0" dk TOP OF TRIM ELEV. + 104'-0" FINISHED FLOOR 6 1 D I N I NCB ELEVATION MA 2'-6 1/2" CORIAN SERVICE COUNTERTOP WITH G.G. PROVIDED 9T-1 PRE -BONDED 3/4" PLYYUVV— vALL 6ROUMET HOLES FOR CORDS, ETG.TO BF -DRILLED BY K.E.5. ---------------------------� TTIl ry _ 1 — x. 5" 1/2" 6.6. TO PROVIDE FRP OVER 5/8" PLYWOOD BOARD WITH FRP ON G.C. TO PROVIDE 1/ " ALL EXPOSED UNDERGOUNTER GYPSUM BOARD. - HALLS ON KITCHEN 5IPE TAPED AND SANDED" WITH PRIMER AND - O WHITE FINISH - - PAINT ! KITCHEN DINING 3 5/8" - 20 6AU6E METAL STUD AT 16" O.G. 8 I1 MA3 MA3 I f I I ( ( 1/2' PLYWOOD QUARRY TILE BASE I I AT 5A.F.F. I I I VINYL BASE q COUNTERTOR 5ECTION MA2 1 112 = 1 ' —0" STD 03/02 DMA2-OS .r SERVICE COUNTER -TOP. SUPPLIED BY MoPONALD'S OWNER/ OPERATOR INSTALLED BY GENERAL CONTRACTOR, 6 1/2' N TOP OF TRIM EL. +104'-0'. WOOD GAP AND TRIM BY G.G. FINAL DECOR FINISH BY HoPONALD'S 6.6. TO PROVIDE 1/2 - 1/2„ OWNER/OPERATOR 6YP5UM BOARD PRIMED 3 5/8' METAL TRACK AND PAINTED. FINAL DECOR FINISH BY McDONALD'S WOOD 13LOGKIN6 AS REQUIRED OWNER/OPERATOR 3 5/8' - 20 6AU6E METAL STUDS AT 16' O.G. DININ6 CART STORAGE 8 6.0. TO PROVIDE 1/2" PLYWOOD ON ' CART STORA6E SIDE. PRIME AND PAINT. SIM. MA3 FINAL DECOR FINISH BY KCPONALD'5 OWER/OPERATOR. 1/2' PLYWOOD ® 5' A.F. . I 3 5/8' METAL TRACK ZD VINYL BASE —� I I VT nm RAC 12 LOW WALL DETAIL MA2 1 112 =1 ' —0'I DMA2-13 6 1/2" cli 1-1 � TOP OF TRIM - �—. +105' -O" . I OAK GAP AND TRIM BY G.G. _ FINAL DECOR FINISH BY McDONALD'S OWNER/OPERATOR /2■ 3 5/8" METAL TRACK 6.0. TO PROVIDE 1/2" 6YP5UM BOARD PRIMED WOOD BLOCKING AS REQUIRED AND PAINTED. FINAL DECOR 6.0. TO PROVIDE FRP OVER 1/2" FINISFf BY McDONALD'S PLYWOOD ON DINING SIDE. OWNER/OPERATOR KITCHEN DININ6 6.G. TO PROVIDE 5/8' PLYWOOD ON 3 5/6" - 20 6AU6E METAL KITCHEN SIDE. PRIME AND PAINT. g TUDS AT 16' O.G. FINAL DECOR FINISH BY MA3 McDONALD'S OMB;Z/OPERATOR, 3 5/6" METAL TRACK 1/2" PLYWOOD ® 5" A.F.F. QUARRY TILE BASE VINYL BASE 10 LOW WALL DETAIL MA2 1 1 /2" =1 ' —0" DMA2-14 1/2' 6YPSUM BOARD SAL DININ6 AREA 5/8' PLYWOOD GEILIN6 AS SCHEDULED 6.6. TO PROVIDE 1/2" 6" METAL STUD 6YPSUM BOARD PRIMED AND PAINTED. FINAL DECOR FINISH BY MrPONALD'5 1/2" 6YPSUM BOARD OWNER/OPERATOR BULKHEAD METAL EDGE BEAD Ff REFER TO WAL-MART ARCHITECTURAL SHEETS 13i BULKHEAD ® DINING MA2 1 1/2"=1'-0" DMA2-Oq 4 '� CART STORAGE MA2 1 /41I = 1 I _OII GEILIN6 ELEV. + 114'-0" TOP OF TRIM ELEV. + 104' -0" FINISHED FLOOR STD 03/02 DMA2-12 SERVI�—E COUNTER ELEVATION MA2 1 / 2 " = 1 0 " STD 03/02 DMA2 -07 KEYED NOTES: ElMENU BOARD. FURNISHED AND INSTALLED BY MGDONALD'5 OWNER/OPERATOR THROUGH K.E.5. 12'-1" OF MENU BOARD AND P.O.P. REQUIRED OVER THE FRONT COUNTER. BOTTOM OF MENU BOARD TO BE ALIGNED WITH BOTTOM OF N VALANCE AT 6'-8" A.F.F. 6.0. TO PROVIDE ALL ROU6H-IN5 AND REGEPTAGLE5. 'CL 2 SERVICE COUNTER. REFER TO 7/MA2 CL CHAIR RAIL BY McDONALD'S OWNER/OPERATOR. 6.G. TO PROVIDE CHAIR RAIL% 3 BLOCKIN6. REFER TO a/MA3 4 RONALD BENCH. FURNISHED AND INSTALLED BY McP0NALD'S OWNER/OPERATOR. a L o N 5 FASCIA 5I6N, INDIVIDUAL LETTERS WITH TRAN5FOMER5 TO BE FURNISHED AND « Q INSTALLED BY McDONALD'S OMB?/OPERATOR. SUPPLIERS: Q c o EVERBRITE SI6N CO. - 1-800-556-3888, OR PLA5TI-LINE 5I6N CO. - 1-800-444-7446, OR N 9 ca YOUN6 ELECTRIC, 5I6N CO. - 1-800-444-384-f m Y NVINYL COVE BASE. SUPP. AND INSTAL. BY 6.G. YB-i (REF. TO FIN. 504ED. GHT.-MA1) o OPTIONAL NEON L060 ARCH UNIT SUPPLIED AND INSTALLED BY MGDONALD'S S ° OWNER/OPERATOR. ELECTRICAL ROU6H-IN5 AND RECEPTACLES BY (5.G. SUPPL I ERS: 0 0 0 3 EVERBRITE 5I6N GO. - 1-800-556-3888, OR ° °' N °'L o CFI a N +- o a) a PLA5T I -LINE 5I 6N GO. - 1-800-444--1446, OR v o o E .N , a w YOUNG ELECTRIC 5I6N CO. - 1-&00-444-3&4-1 L a a �' �acio 8 BULKHEAD PT-1 ( REF. TO FIN. 5C+IW. GHT. -MAI ) a O c n -�' ° :_ 0 o c c a o� a O 0.3+ c c cl (5.0. 15 RESPONSIBLE FOR PREPARATION OF WALL FOR FINAL DECOR. TH I 5 o 0 0 ° N o INCLUDE-5 6YPSUM BOARD TO BE TAPED AND SANDED WITH PRIMER AND L. o ° ° t gn WHITE FINISH PAINT. MGDONALD'S OWNER/OPERATOR I5 RESPONSIBLE FOR g Q ° , a 20 DECOR F I N I5H. N♦♦ °- a te �' E � O V "01.- 000 1O 6.0. TO PRIME DOOR. FINAL DECOR FINISH BY MGDONALD'5 OWNER/OPERATOR. o o NW 1 1 1 /4" 5I N6LE PANEL TEMPERED GLA% ( NO CENTER MULLION) ON AN6LE WALL e, o o .N E BETWEEN MGDONALD'5 AND VESTIBULE. in o ° a c -v c o•- c 2 > o O a � O N -a H t/4" TEMPERED GLASS INSTALLED IN ALUMINUM STORE FRONT BY G.G. BETWEEN McPONALD'S AND VESTIBULE. (5INGLE PANE OR INSULATED AS a° °-w ` 0 0 (> t PER WAL-MART SPEC I F I GAT I ONS) �= o c ' a° O N ]14 BULKHEAD. REFER TO 13/MA2 o N 3_��,° PREVIEW MENU BOARD. FURNISHED d INSTALLED BY McDONALD'5 OWNER/OPERATOR 0 0 0" ° -.3 �� a °o0oa.`a' THROUGH K.E.5. 6.0. TO PROVIDE ALL ROU6H-IN5 AND RECEPTACLES. �,.� N o , -,5 a o p� a, 2 . v� v u;5 3 OONN N CONTINUE STUDS TO DECK- ® � � ° USE CAPTURE TRACK N Q o 0 a o? o 0 r 0 0-0 i 0 ani o t- n.0 aaD C� c CEILING 0 w r EL. +114'-0". f 3 5/8' METAL STUDS ® 16" O.G. Q n m NOTE: F- ANCHOR AT END WALLS TO 2 STUDS 7- (ONE FOR EACH JOIST) WITH 4 SCREW5 Q APPLIED DIRECTLY FROM JOIST WEB [� O TO STUD WEB. L I N G.G. TO PROVIDE 1/2" 6YPSUM BOARD ON I 1/2" PLYWOOD SUBSTRATE. PRIMED AND PAINTED. FINAL DECOR FINISH BY N GEILIN6 jk WPONALD'5 OWNER/OPERATOR. (L/ EL. +110'-O". I � � 6.0. TO PROVIDE FRP 5ERVI OVER 5/8" PLYWOOD DININ6 v� BULKHEAD EL. +10a'-4'. 5■ O CL ° n 14 5ERVICE COUNTER 50EEIT MA2 1 112 " =1 ' — 0 " DMA2 -10 POO 15a8 2 M A :2 INT. ELEV./PET. `vZ J J LL 0 NEOPRENE TAPE GASKET TO NEOPRENE TAPE GASKET TO BE FURNISHED BY FAN BE FURNISHED BY FAN 8 MANUFACTURER MANUFACTURER OUT TO OUTT ROOF CURB EXHAUST FAN HOU5IN6 EXHAUST FAN HOUSING CONDENSER LEG-PROVIDEE CONDENSER LEG -PROVIDE 1-O° 6'-O" 1'-O" MANUFACTURED METAL CURB (2)_3/6, LA6 BOLTS WITH NEOPRENE WA5HER5 WITH (NEOPRENE 2 _ N MANUFACTURED METAL CURB WA5HERS WATERPROOFING MEMBRANE 20 GA GALV METAL GAP 20 GA 6ALV METAL CAP ROOF GURB WATERPROOFING MEMBRANE SET CONDENSER LEG IN MASTIC 5ET CONDENSER LE6 INSULATION ROOF �� WATERPROOFING MEMBRANE IN MASTIC INSULATION WATERPROOFING MEMBRANE WATERPROOFING MEMBRANE = WATERPROOF COVER BOX FOR OF 3/4 " ! REFRIGERATION LINE WATERPROOF COVER BOX FOR PLY�YERS IN -SEAM SEALANT (2) LAYERS OF 3/4' v PENETRATION. SEAL WATERTI6HT, i REFRIGERATION LINE ANCHOR TO TOP OF CURB SPLICING CEMENT PLYWOOD TOP = PENETRATION. SEAL WATERTIGHT. ANCHOR TO TOP OF CURB ROOF CURB INSULATION FLASHING MEMBRANE IN -SEAM SEALANT LAP SEALANT CONDENSER NOT SHOWN 6ALV METAL GAP _ a3 o O � FIBER CANT SET IN HOT ASPHALT 3 SPLICING GEMEh1T ROOFING MEMBRANE FOR CLARITY. CONDENSER INFO: i 1I- G�ASE CONTAINMENT SYSTEM BY G.G. PER LAP SEALANT MANUFACTURED METAL CURB —�� EXISTING STRUCTURE WIDTH: 44' 4 3 m �- O WAL-MART'S SPECIFICATIONS LENGTH: 72' MA3YMA-3 O H ROOFING GREASE CONTAINMENT SYSTEM BY G.G. EXISTING STRUCTURE MANUFACTURED METAL CURB PER WAL-MART'S SPECIFICATIONS HEIGHT: 3a-1/4" ROOF INSULATION WEIGHT: 625 L55. EXISTING ROOF MANUFACTURED METAL CURB BELOW 1 ROOF CURB DETAIL 2 ROOF CURB DETAIL 3 REMOTE CONDENSER CURB 4 REMOTE CONDEN5ER CURB 5 REMOTE CONDEN5ER 5UPPORTGURB o MA3 1 1 /2" =1 ' -0" DMA3-01 �� MA3 1 1 /2 _ _ �� -1 0 DMA3-o� �� _ _ �� MA3 1 1 /2 -1 O DMA3-03 " _ ' _ " MA3 1 112 -1 0 DMA3-04 MA3 3/� " = 1 ' _Q" DMA3-05 Q A 4' -0' CHAIR RAIL BY WPONALD'S OWNER/OPERATOR CONTINUE STUD TO METAL DECK BOTTOM OF CEILIN6 h USE CAPTURE TRACK EL. +114`-00. PLAN AT CHAIR RAIL END DINING 1/2' GYPSUM BOARD CONDENSER NOT SHO WN FOR TY . 3 6.C. TO PROVIDE 1/2" GOt�DEhlI BOTTOM OF CEILING GYPSUM BOARD. BOTTOM OF CEILING WALL COVERING WIDTH: 31-3/4" L. +I10 -0 ° FINISH PER WAL-MART'S SPECIFICATIONS EL. +114'-0'. 6" VINYL BASE TOP OF BLOCKING ABOVE CHAIR RAIL BY McDONALD 5 OMER/OPERATOR LENGTH: 28-1/4' (TYPIGAL IN DINING) EL. +104 -i HEIGHT: 1�-1/4' �t CEILING A5 SCHEDULED _ TOP OF CHAIR RAIL WEIGHT: ??? LB5. p 6" METAL STUDS ® 16" O.G. TIED TO EL. +104'-0". SfRUGUfRE ABOVE 1/2' PLYWOOD TO 5" A.F.F. 6ALV METAL GAP 1X4 OAK CHAIR RAIL BY W PONALD`5 r4'y 3 p OWNER/OPERATOR MA3 MA3 20 6. STEEL STUDS 016" O.G. G.G. TO PROVIDE 1/2" 6YP5UM BOARD 6.G. TO PROVIDE 2x6 r VERIFY SIZE WITH WALL PRIMED AND PAINT. FINAL DECOR FINISH BLOCKING FOR CHAIR RAIL u) Q SCHEDULE ON SHEET AI. v.BY McDONALD'S OWNER/OPERATOR �p Z 1/2" GYPSUM BOARD F.R.P. OR LAMINATE BELOW CHAIR RAIL BY MANUFACTURED Q } u� J ON DINING SIDE ONLY. McDONALD'S OWNER/OPERATOR METAL CURB BELOW �• SECTION LU °o o YERIFSLATHIGKNESS 8 BA5E DETAIL (DINING) q CHAIR RA I L DETA I L KITHH EE �� - _ MA3 3 1 _Q DMA3-08 MA3 3 =1 _Q DMA3 -10 K I TCHEN J N �z D I N I N6 REMOTE CONDENSER 5UPPORTCURB i - TOP OF BLOCK I N6 r� u LL WAL-MART CART STORAGE = _ MA3 1 1 /2 -1 Q DMA3-05 Ln S TOP OF CHAIR RAIL TOP OF PLYWOOD TO BE EL. +104`-0°. ALIGNED W/LOW WALL b" METAL 5TUD5 o ib" 0. ` EL. +104'-0'. i X4 OAK V� CHAIR RAIL BY McDONALD'5 '— OWNER/OPERATOR CL G.G. TO PROVIDE 2x6 BLOCKING 3 5/6" - 20 GAUGE METAL ._� .� QUARRY TILE 6.C. TO PROVIDE 1/2' 6.C. TO PROVIDE 1/2" PLYWOOD ®4'-O". KITCHEN " 5TUD5 AT 16 O.G. TIED TO FLOOR d BASE' 6YPSUM BOARD. PRIMED AND PAINT. FINAL DECOR FINISH STRUCTURE ABOVE G d FINISH PER WAL-MARTS BY McDONALD'S OWNER/OPERATOR + SPECIFICATIONS + + ..M a Q o 5/8" PLYWOOD 11 WOOD BLOCKING A5 REQUIRED 5/8" PLYWOOD Q. o,e MA3 VINYL BASE OVER in o 1/2" PLYWOOD BOARD A2x5NONG0 BUhST�IBLE VINYL BASE OVER 1/2" PLYWOOD CEILIN6 EL. +114'-0". CONTINUE D ECK- t/� 2 m WITH16 6" QUARRY TILE BASE USEGAPTURE TRACK N o WOOD BLOCKING 6" METAL TRACK (TYPICAL IN KITCHEN) CEILIN6 A5 56HEDULED VINYL COMPOSITION TILE VINYL COMPOSITION TILE 6' QUARRY TILE + + o (TYPICAL IN KITCHEN) o z �� + 3 5/8" - 20 GAUGE METAL I .O ; E L o 8 3 5/8" METAL CR055 BRACING 5TUD5 AT 16' O.G. 0 '�""� a c " ° 0 o_ MA3 ® 4'-0" O.C. TIED TO STRUCTURE ABOVE CEILING CEILING .o n ° E °'-ao,, t110'-0' . '-" U°V N C OEL. •-a3- +0OD oV oO ++ C V O O O C O O K I TGHEN SERVICE GOUNTI=R _ O V C L O L �_ + ° ° o " U N O C N N -� 7 O -a o c° 3= !E �' G.G. TO PROVIDE 1/2" 6YP5UM 6.0. TO PROVIDE FRP OVER OO c04 °' o o - o 0 0 BOARD PRIMED AND PAINTED. 5/8" PLYWOOD �� FINAL DECOR FN I5H BY N -0 o - w o � c McDONALD' 5 OYWER/OPERATOR o N o E FUTURE MENU BOARD, SUPPLIED AND y o •� ° c - 0 6 MALL 5ECT I ON -1 WALL 5ECT I ON 1 1 BASE DETA I L ( K I TCHEN) + INSTALLED BY McDONALDS — `o _6 o °a OWNER/OPERATOR THROUGH K . E . S . o oa ,U °. -02 On MA3 1/2 =1 -0 DMA3-O6 1 1/2 =1 -0 STD 03/02 DMA3-01 MA3 1 -0 + mo KITCHEN LV cDINI�6 OVERHEA12 5HELVING AT 7' -&" A.F.F N C N C Vl 0 -0 3 °_' C j 0 0 3 U O op°� °` 3 5/8" METAL CRO55 BRACING o 4'-0" O.G. 3 N� 0 0 �' 3cn _ (n a) C N 3 CL I P METAL STUD, FOLD BACK, ov°CoN7t ® ° s AND SCREW OVERLAPPED WEBS TOGETHER. SECURE TO UNDERSIDE ROOFYIN6 SYSTEM. REFER TO f+++ N a o `oa° ° 0 0 °OF METAL DECK WAL-MART DRAWINGS3 5/8" - 20 GAUGE METAL a �' Q v D C' X ° STUDS AT 16" O.G. 3 5/8" METAL TRACK (2 AT TOP 1/2' EXPAN5ION JO COOLER WALL BEYOND r AND 1 AT THE BOTTOM)uj Q m o . FLOOR FINISH REFER TO FLOOR FINISH METAL SKID BY COOLER MANUFACTURER '. = CEILING BULKHEAD O QCk �_ .. r ALn FLOOR BTM. BULKHEAD EL. +110'-O".h f PROYODE CAPTURE TRACK CONCRETE SLAB. � TO �. +10a'-8°. G.G. TO PROVIDE 5/8 "EL. . 2 - b X 16 6A. METAL JOI5T5 �D 1 SECURED TO UNDERSIDE OF DECK. (WOLER/FREEZER WAL-MART'S DRAWI PLYWOOD ON KITCHEN CONTINUOUS TO END WALLS m a 100'-0' SIDE. PRIME AND PAINT. ° ° a TOP OF SLAG BTM. BULKHEAD FINAL DECOR FINISH BY NOTE: 3 5/8" 20 GA. METAL STUD STEEL JOIST. TO WAL-MART a ° ,. ° Q- .. ° ° _ :- ,_ " EL. +10a 4 MGDONALD'S OWNER/ OPERATOR. ANCHOR AT END WALLS TO 2 STUDS (ONE FOR EACH JOIST) WITH 4 BRACING ®5'-4" O.G. DRAWINGS ° °a ,. SCREWS APPLIED DIRECTLY FROM JOIST WEB TO STUD WEB. ALTERNATE STUDS •' . -.. ° • . - - . . a � a ._ 3 5/8" METAL TRACK 2' -� ° G.G. TO PROVIDE 1/2" Z #12 THC SCRES (TYP.) � a CEILIN6 AS 5C+F-DULED(4) PRIMED 6Y M 130ARP FNAL PAI a PAINTED. DECOR 5H BY L 0 N `fl CE I L I N6 a ° a . ° ', m ° . ' � a " ° MePONALP'5 KITCHEN AREA EL. _ + 114 -O .4' °. o °. ,a a. OPERATOR. N a- ° a IT1-- ' CEILIN6 DINING AREA o a. EL. = + 110'-0" _ `fl SLAB DEPRESSED AT FREEZER/COOLER CONCRETE SLAB. CONTRACTOR 1/2u GYPSUM BOARD TO DOOR MUST BE EXACTLY 3-q/I6" TO VERIFY EXACT FINISH FLOOR 5/8' PLYWOOD UNDERSIDE OF DECK ELEVATION IN KITCHEN AREA 50 CONTINUOUS METAL TRACK 6" OR 3 5/8' 20 6A. METAL THAT COOLER FLOOR FINISHES FLUSH STUD WALL WITH QUARRY TILE. #12 THC SG�W TYP. 1" MINIMUM EMBEDMENT Is a O 0 D � 5 ry 15 RECE55ED FLOOR SLAB 12 50PF I T DETAIL 13 5ERV I CE COUNTER 50PF I T CV � a HILTI X-DNI POWDER ACTUATED FASTENER ® 164 O.G. (TYP.) MA3 3" = j ' -Q" DMA3-1 1 MA3 1 11211= 1 ' -0" DMA3-12 MA3 1 1 /21' = 1 ' -0" DMA3-I5L P0015g8 14 WALL SECT I ON 0 !N I NDOW - AB SECT I ONS/DETA I LS PB = Pullbox VIF = Verrfy rn Fre JB = Junction Box ELEGTRIGAL SCHEDULE TA6 # QTY DESCRIPTION VOLT\PH - FLA BRK 517E GOND/WIRE PNL/GGT RECEP TYPE H6T AFF REQUIREMENTS d REMARKS • VERIFY EXACT LOCATION d REQUIREMENTS IN FIELD 004.Oc1E1 2 MENUBOARD - 2' POP MODULE 120/1 1.5 SEE WKS 1/2"G-2#12 LFS-2s1 SEE RMK5 W -4• PROVIDE SWLE INFEED CONK TO MENUBOARD ASSEMBLY VERIFY EXACT LOCATION d REQUIREMENTS IN FIELD 004.1OE1 1 MENUBOARD - 3' MENU MODULE 120/1 2.1 SEE RMKS 1/2"0-2#12 LFS-2sl SEE RMKS 8'-4• I ASSEMBLY PROVIDE SN6LE LOCATNFEEPION 4 R TO REQUIRENU MENTS VERIFY EXACT LOCATION 3 REQUIREMENTS IN FIELD 004.1iE1 t MENUBOARV - 6' CENTER EVM AND H-POP 120/1 3.67 SEE RMKS i/2"G-2#12 LFS-2:1 SEE RMKS 8'-4' PROVIDE SNOLE INFEED CONN TO MENUBOAR12 ASSEMBLY VERIFY EXACT LOCATION d REQUIREMENTS IN FIELD 021.05E1 1 MODULE EWER COFFEE BR - SOFT HEAT - SIN6LE 120-205/1 17.6 SEE 20AF5 RMKS 1/2"G-3#12 L-i:(4,6) L14-20R M SEE RMKS - 023.04E1 1 COFFEE SERVER DOCKIN6 STATION - SOFT HEAT - DUAL 120/1 1.5 20A SEE RMKS 1/2"0-2#12 LF5-2s2 5-20R i'-6" SEE RMK5 _ 02a.O1E1 1 SODA TONER - GOLD PLATE - 8 VALVE - LEVER CONTROL 120/1 2.0 20A SEE RMKS 1/2"6-2#12 LF5-2:4 5-20R i'-6' SEE RMKS - 033.03E1 i DA SYSTEM PACKAGE B.I.B. 120/1 6.0 20A 1/2"0-2#12 LFS-2:6 5-20R SEE WKS MTD. o 7'-0" AFF FOR GARBONATOR A (COUNTER ELECTRIC, - 1 TOWER) 033.03E2 i SODA SYSTEM PACKAGE B,I.B. 120/1 6.0 20A 1/2"0-2#12 LF5-2:8 5-20R SEE RMKS MTV. ® 1'-0' AFF FOR BOOSTER PUMP (COUNTER ELECTRIC, - 1 TOWER) EC, SUPPLIES DISC SW MTDa"BELOW CEILING, 03�1.01El 1 ICE MACHINE - 700 LB. 206/3 15.0 20A i/2'C-3#12 LFS-i:(20,22,24) SEE RMKS SEE RMKS PER NEC, 380-5(o) EX.2 VERIFY W/LOGAL AUTHORITIES 4'-6' CONTROL WIRE5 TO REMOTE CONDENSER - IF ICE MACH. 03a.01E2 1 ICE MACHINE - 700 LB. - - - - - J5 SEE RMKS ON SODA TOWER OR ICE 12I5P. MOUNT JB AT 8'-0' AFF 041.00E1 1 ICE MACHINE REMOTE CONDENSER - 208/1 26 20A 1/2 "G-2#12 LF5-2z(38,40) S� RMKS SEE RMKS EC, To PROVIDE 30A-2P DISC SW W/i5A FUSE - POWERED BY 3Q.01 LOCATION BY PROJECT MANAGER 700 LB. ICE MACHINE REMOTE CONDENSER - . SEE RMKS - SEE RMKS HIRESTOICE MACHINE - LOCATION BY 041.00E2 1 700 LB. _ _ _ _ _ PROJECT MANAG 043.14E1 1 HEATED LANDING ZONE 206/1 11.0 20A 1/2"C-2#12 LFS-23(34,36) Lb-20R SEE RMKS - 061.01E1 i FRY BAGGING STATION 27" 120/1 12.5 20A i/2"0-2#12 LF5-2siO 5-20R 4'-0" - 1.0' _ EC TO COW POKER TO RACEWAY FOR GRILL, FRYER 07a.13E1 1 UNIVERSAL EXHAUST HOOD (R.H.) 6A5 120/1 (2)2OA-1P 1/2"C-2#12EA LF-5-1s1,5 - CONTROLS d INDIVIDUAL EXHAUST FAN 085.02E1 i FRENCH FRY DISPENSER - LOw VOLUME 120/1 0.5 20A i/2"C-2#12 LFS-2:27 5-20R 41-O' - 1/2"C- LF-5-1s(8,10,12) - _ PLU65 IN RACEWAY RECEP WITH(1)L21-20P INTERLOCKS Oci6.05E1 1 564 GLAMSHELL GRILL -6A5/ELECTRIC, 205/3 21.5 30A 3#IOEA (1) 15-30P POWER PLU6 EA GRILL BY KES Oa7.01El 1 MEAT FREEZER - DOUBLE WIVE 120/1 6.7 20A 1/2"G-2#12 LFS-2:2a 5-20R - UNIT PLU65 INTO RACEWAY RECEPTACLE 116.1OE1 1 UNIVERSAL HOLDING CABINET - 1-SIDED 208/1 150 . 20A i/2"G-2#12 LFS-2s(33,35) SEE RMKS 4'-0' P-� INTO OVERHEAD RECEPTACLE # 320C,6W(B) PROVIDED BY KES - HEIGHT TO BOTTOM OF REGEPTCLE - PIN S SLEEVE 117.16E1 1 UHG TABLE - 1 SIDED - 32' DP. X 55" 120/1 2.0 20A 1/2"0-2#12 LF5-2s15 L5-20R 2'-0' - W. RIGHT HAND - TWIST -LOCK PLUGS INTO OVERHEAD RECEPTACLE # 320G6W(B) 118.00E1 1 Q'IN6 OVEN - PIN S SLEEVE 205/1 ��2 20A EA. 1/2"0-2#12 LFS-2:(37,3cl) SEE RMKS 5'-6' PROVIDED BY KE5- HEI6HT OT BOTTOM OF RECEPTACLE 122.1OEI i VERTICAL BUN TOASTER - PIN S SLEEVE 208/1 20.2 30A 1/2'C- 2#10 EA LF5-lz(cl,11) SEE RMKS 3'-O' P--� INTO OVERHEAD RECEPTACLE # 33006W(B) PROVIDED BY KE5 -HEIGHT TO BOTTOM OF REA51TAGLE 122.14E1 1 CONVEYOR TOASTER - PIN S SLEEVE 205/1 22.2 30A 1/2'C-2#10 LFS-is(5,7) SEE RMKS 5 -6 P-� INTO OVERHEAD RECEPTACLE # OF RECAE PROVIDED BY KES- HEIGHT TO BOF OTTOM RECEPTACLE 123.12E1 1 PREP TABLE - MFY - 1-5IDED - 30"DP. 120/1 2.0 20A 1/2"0-2#12 LF5-2s15 L5-20R 2'-0' - _RIGHT HAND -TWIST LOCK L4-30FKi RECEPTACLE SUPPLIED BY INSTALLED 131.00E1 1 BISCUIT OVEN 208/3 21.5 30A 1/2"0-3#10 LFS-1(31,33,35) SEE RMKS 2'-y' BY EC, REQUIRES 2 1/2 MIN. JB DEPTEPT H SEE 4"OCTAGONAL, RAGO #165 OR EQUAL MUST BE USED.IF 163.02E1 1 REMOTE ANSUL PULL - - - - - DETAILS FLUSH MTD MUST PROJECT 1/4"TO 5/16"PAST FIN. WALL 171.03E1 1 K-K-COL R/ 120/1 10.00 20A 2 "G-2#12 LFS-2zi4,16 ,� o �6 JB FOR LIGHTS d DOOR HEATER- UNSWITCHED LIGHT TO BE IN BOTH CAOLERSFREEZER Er, TO CONNECT POWER WALK-IN COOLER / FREEZER VIF �REE54 OTHER IDEEVICES INSDIDET WGOOLER/ LFREEZER 171.03E2 1 WITH FREEZER FLOOR _ - _ _ _ - IALL BOX 174.02E1 1 REMOTE CONDENSING UNIT 208-230/3 30.2 40A 3/4"G-3#8 LFS-1:(52,34,36) JB VIF TERMINATE POWER CONDUCTORS TO REMOTE CONDENSING UNIT FUSABLE DISCONNECT SWITCH T VIF T SHALL 1 REMOTE CONDENSING UNIT W � - - - - - BE ROUTED IN SEALTITE WHEREEXP05ED TO WEATHER 1'75.1OEI 1 COOLER EVAPORATOR - AIR-COOLED 205-230/1 - 20A SEERMKS 1/2"0-2#12 PWR BY MAC, UNIT JB O GL6 ELIMINATE CIRCUIT BREAKER IF USED WITH MAC UNIT - O GL6 IT TO EVAP5 4 BE NPOKER 1-15.1OE2 1 COOLER EVAPORATOR - AIR-COOLED W RESa'T - - - - ROUTED SEPARATELY FROM CONDUCTSHALL 20A PWR BY MAC, UNIT (SEE s GL6 NO CGT BREAKER REQ WITH MAC UNIT -IF FAN SHUT-OFF 176.17E1 1 FREEZER EVAPORATOR -AIR-COOLED 208-230/1 - SEE RMKS 1/2"G-2#12 NOTE 11) - Sys. REQ SYS PUMPDOWN RELAY MUST BE INSTALLED LOKBE - O GL6 SHALL AFROM 116.11E2 i FREEZER EVAPORATOR - AIR-COOLED HIRESOLT - - - - ROUTED SEPARATELY POWER CONDUCTORS I-iq.00EI 1 REFRI6ERATOR - UNVERCOUNTER 120/1 3.0 20A 1/2"0-2#12 LFS-2sicl 5-20R 21-0' - 162.00E1 1 FREEZER - WORK TOP - 27' WIDE 120/1 6.0 20A 1/2"0-2#12 LFS-2s21 5-20R 2'-0" - 205.O1E1 1 HEAT TREAT SOFT SERVE - SINGLE B 05/3 21.0 30A 1/2"G-3#10 LFS-Is(26,28,30) SEE RMKS i'-0" RECEPTACLE # 43ORa PROVIDED BY KES 207 1 BLENDER - MCFLURRY - WALL MOUNT 120/1 2.6 20A 1/2"C-2#12 LFS-2:23 5-20R VIF OUTLETFOR FOOT PEDAL -BLENDER PLU65 INTO FOOT PEDAL.01Ei PLUG 120/1 MKS 20A 1/2"C-2#12 LF5-2:20 (2)5-20R 5EE RMK5 VERIFY ALL ELECTRICAL ROJECT MANAe IG5 AND HEIGHT WITH PROJECT MANAGER 214.00E1 1 CREW VIDEO MOUNTING 215.00E1 2 P05 PG HARDWARE -FRONT COUNTER I220/1 1.3 EA. GPI 1/2"G-2#12I6 LF5-2:11 I64700 2'-5" RE TO RUN 1/2" GOAD IN WALL FOR FLUSH CL. REGEP FOR POS COMPUTERS REGIEPT PRINTERSERS 4 COIN 4x4x4 PB 1'-6" CONDUIT TO ABOVE GEILIN6 FOR P05 215.00E3 1 P05 PG HARDWARE - FRONT COUNTER GABLE - - - - DAATTGABLE/52' 215.04E1 1 POS - KVS MONITOR 120/1 0.5 EA. 20A PWR 1/2"G-2#12I6 LFS-2:18 I64710 O GL6 INSTALL RECEPTACLE IN COMPLIANCE WITH NEC, 370-23(D) ISOLATED PH G 216.00E1 1 POS - VIDEO MONITOR W/SUPPORT5 1220//1 0.5 EA. 20 GPWR 1/2°0-2#12I6 LF5-2s 18 IG4100 8'-0' - 21�1.00E3 i P05 - RECEIPT PRINTER ISOLATED 0.2 EA. 2PHC,PWR i/2"0-2#12I6 LFs-2s11 I64710- 21�I.00E5 1 POS - RECEIPT PRINTER I5°0 0.2 EA. 20 GPWR 1/2"C-2#12I6 LF5-2s18 I64710 5'-6" - DATA 4x4x4 PB 5'-6' CONDUIT ABOVE LEFURNISHED 21G.00Eb 1 P05 - RECEIPT PRINTER CABLE - - - - SYSTEM SUPPLIER AND TALLED BYPOS SY 221.01E1 I POS - OFFICE - - - - 4x4x4 PB 2'-O" ABLE FEXTENDURNISHED AND INSTALLED BY BYEPOS SYSTTEMGSUPPLIER GDATAABLE 221.O1E2 1 POS - OFFICE PEE - - - - RJ-IiCJAGK 2'-0' SEE NOTE #2, INSTALLATION METHODS 221.O1E3 1 P05 -OFFICE HANDY BOX 120/1 6.1 20 GPWR 1/2"C-2#12I6 LFS-2s12 5E= RMKS 1'-6' I6470o FOR ISP a GGUs (2) I65262 FOR MONITOR a VIDEO SPUTTER 221.01E5 1 P05 - OFFICE 1200/Li1 5 20- 1/2"0-2#12I6 LF5-2s12 I65262 1'-6. REQUIRED FOR LASER PRINTER, HUB a MODEM PH CPWR 221.03E1 1 P05 - CAT.5 NETWORK RACK 120/1 O.a 20 GPHR 1/2"0-2#12I6 LFS-2s17 I65262 7'-6' LOCATE ABOVE POS OFFICE OUTLETS. 221.04E1 1 PO5 - INTERNET SERVER I5 LATEP 10.0 P PH GI 1/2"G-2#12I6 LF5-2s11 I65262 '-6 7' - 223.06E1 1 WASHER/DRYER - STACKED 6AS 120/1 14.0 20A 1/2"G-2#12 LFS-2:22 SEE WKS 3'-6' REQUIRES 6FI TYPE 5-20R RECEPTACLE 223.06E2 i IWASHER/DRYER - STACKED GAS 120/1 14.0 20A 1/2'G-2#12 LF5-2s24 SEE RMKS 3'-6' REQUIRES 6FI TYPE 5-20R RECEPTACLE 700.OaE1 2 ECOiNOMY OEP BOX W/MOUNTIN6 HARDWARE - - - - - - SEE RMKS CEILING MOUNTED 701.13E1 2 DCO - GENERAL PURPOSE 120/1 - 20A 1/2"C-2#12 LFS-2s25 5-20R 4'-6" - 701.14E1 1 TELEPHONE PHONE - - - - RJ-11G JACK 4'-6" SEE INSTALLATION METHODS NOTE 2. HANDY BOX 6ENERAL. NOTES FOR 5HEET ME10 INSTALLATION METHODS: 1. ALL RECEPTACLES (EXCEPT SPECIFIED HUBBELL PIN S SLEEVE TYPES) SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR (EC,). 2. WAL-MART5HALL PROVIDE A 10 PAIR (OR MORE) COPPER TELEPHONE LINE AND ONE GAT. 5e LINE FROM THE TELEPHONE SERVICE POINT TO MoDONALD'5 SPACE. TERMINATE IN BOX IN CEILING ABOVE MoPONALD'S MANAGER'S OFFICE. E.G. SHALL EXTEND AND CONNECT TWO OUTSIDE LINES AND ONE WAL-MART LINE INTO MC1?ONALD'5 OFFICE AREA. THE REMAINING TELEPHONE LINE CONDUCTOR PAIRS AND THE GAT. 5e GABLE SHALL BE LEFT IN PLACE AND WILL BE USED IN THE FUTURE. E.G. SHALL PROVIDE 3/4" EMPTY CONDUIT FROM THE PHONE PORTS TO ABOVE THE CEILING FOR THE TELEPHONE GABLE INSTALLATION AND INCORPORATE ALL OTHER REQUIREMENT5 FOR A COMPLETE AND OPERATIONAL TELEPHONE SYSTEM. 3. ROU6H-INS FOR OPTIONAL EQUIPMENT ARE SHOWN ON THIS SHEET, E.G. SHALL VERIFY WITH MCDONALD'S PROJECT MANAGER WHICH OPTIONAL EQUIPMENT IS TO BE INCLUDED AND INSTALL OPTIONAL ROUGH -INS AS REQUIRED. 4. E.G. SHALL COORDINATE WITH KITCHEN EQUIPMENT SUPPLIER, MECHANICAL SUB -CONTRACTOR AND GENERAL CONTRACTOR FOR FINAL LOCATIONS AND CONNECTION REQUIRMENTS OF ALL EQUIPMENT PRIOR TO INSTALLATION OF ANY CONDUIT AND/OR STUB -UP LOCATIONS. 5. IF USED, GEILIN6 MOUNTED OVERHEAD ELECTRICAL UTILITY PANEL (-i00.11EI-OEP) FURNISHED BY KE5, INSTALLED BY THE (50. CORD AND PLUG SET FURNISHED BY KES INSTALLED BY THE EC. 6. E.G. SHALL EXTEND CONDUIT AND CONDUCTORS DOWN CHASE OR WALL TO TERMINAL BLOCK MOUNTED ON EQUIPMENT AND MAKE FINAL CONNECTIONS TO TERMINAL BLOCKS (TYPICAL FOR GRILLS, FRYERS, AND ANSUL SYSTEM). 1. ALL DIMENSIONS SHOWN ARE TAKEN FROM FACE OF WALL FINISH. THE EG SHALL MAKE NECESSARY DIMENSIONAL ALLOWANCES. ALL DIMENSIONS SHOWN ARE TO CENTER LINE OF OUTLET BOX AND/OR RECEPTACLE UNLE55 NOTED OTHERWISE. 8. ALL J-BOXES, DCO'5, AND OTHER ELECTRICAL DEVICES SHOWN ON SHEET ME1 SHALL BE RECESSED MOUNTED INTO A WALL, FLOOR OR GEILIN6 UNLE55 SPECIFICALLY NOTED OTI-fERWI5E. 4. ALL HOLES IN FRONT COUNTER FOR POS CORDS AND GABLES SHALL BE LOCATED BY OWNER AND DRILLED BY GENERAL CONTRACTOR. 10. ALL ELECTRICAL CONDUCTORS SHALL BE CONNECTED TO RECEPTACLES USIN6 ONLY THE TERMINAL SCREWS. RECEPTACLE BACK WIRE/QUICK CONNECTIONS SHALL NOT BE USED. 11. BOHN/HEATCRAFT EQUIPMENT IS PROVIDED WITH 2ObV HEAT TRACE. E.G. SHALL WIRE HEAT TRACE TO TERMINAL BLOCK TB POINTS H1 S H2 WITHIN EVAPORATOR SECTION. A SEPARATE CIRCUIT FOR HEAT TRACE 15 NOT REQUIRED. 6ROUNDIN6: 12. ALL BRANCH AND FEEDER CIRCUITS SHALL BE GROUNDED BY TWO METHODS. THE FIR5T METHOD SHALL INCLUDE AN INSULATED COPPER EQUIPMENT GROUNDING CONDUCTOR CONTAINED WITHIN THE SAME CONDUIT AS THE PHASE CIRCUIT CONDUCTORS AND SIZED PER THE NATIONAL ELECTRIC, CODE TABLE 250-Q5. THIS INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL HAVE ONE END PROPERLY TERMINATED AT THE EQUIPMENT 6ROUND BUS IN THE GORRESPONDIN6 CIRCUIT BREAKER PANEL, AND THE OTHER END TERMINATED AT THE GROUNDING CONTACT OF A GROUNDING RECEPTACLE AND TO THE JUCTION BOX OR TO AN EQUIPMENT CABINET, AS APPLICABLE. THE SECOND METHOD PROVIDES EQUIPMENT 6ROUNDIN6 VIA METALLIC CONDUIT THAT IS CONNECTED AND TERMINATED IN FITTINGS LISTED FOR 6ROUNDIN6 PER NEC. 250-118. BOTH GROUNDING METHODS ARE REQUIRED IN A MGDONALD'5 RESTAURANT. ISOLATED GROUND SHALL BE INSTALLED WHERE INDICATED ON PLAN AND AS SHOWN IN POS ISOLATED GROUND/DEDICATED CIRCUIT DETAIL ON 5HEET ME2. CONDUIT AND WIRE: 13. POWER AND CONTROL GORD5 ARE FURNISHED WITH KITCHEN APPLIANCES. THE EG SHALL CONNECT CORD SETS TO APPLIANCES AS REQUIRED. 14. CONDUIT RUNS MAY BE COMBINED EXCEPT WHERE ISOLATED GROUNDS ARE USED- 16 CIRCUITS SHALL BE RUN IN SEPARATE CONDUITS. DERATE CONDUCTOR AMPA4,ITIE5 AND INCREASE CONDUIT AND WIRRE SIZE AS REQUIRED BY THE NATIONAL ELECTRICAL GORE SECTION 310-15. 15. CONDUIT SHALL HAVE A MAXIMUM OF 4 BENDS WITHOUT A JUNCTION BOX TO PREVENT DAMA6E TO GABLE VURIN6 PULLING. THE EC, SHALL PIGTAIL #12 PULL WIRE AT EACH END FOR INSTALLER TO PULL GABLE. ALL LOW VOLTAGE CONDUIT 5TUB-UPS SHALL BE PROVIDED WITH A BUSHIN6. 16. MINIMUM WIRE SIZE SHALL BE #12 AWG COPPER UNLESS NOTED OTHERWISE. MINIMUM CONDUIT 5I7F SHALL BE 1/2" UNLESS NOTED OTHERWISE. 11. CONDUCTORS #10 AW6 AND SMALLER SHALL 13E SOLID COPPER. CONDUCTORS #8 AND LAR6ER SHALL BE STRANDED COPPER. 16. RACEWAYS SHALL BE ANY OF THE FOLLOWING MATERIALS, INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES: 1. METALLIC, RACEWAYS: 64REENFIELD, EMT, IMG, HEAVY -WALL CONDUIT 2. RIGID NON-METALLIC CONDUIT (COMPLY WITH NEC, 541) (USE SHALL BE ONLY FOR OUTDOOR USE OR USE IN SLABS) ALL RACEWAYS SHALL HAVE A FULL SIZE 6ROUNDIN6 CONDUCTOR INSTALLED. ROMEX, NONMETALLIC TUBING, AND BX CABLING SHALL NOT BE USED. TYPE MG GABLE IN LEN6HT5 OF SIX FEET OR LE-55 SHALL ONLY BE USED FOR WHIP CONNECTIONS TO LI6HTIN6 FIXTURES. lq. ALL CONDUITS PENETRATIN6 THE FREEZER/GOOLER BOX SHALL 13E SEALED IN COMPLIANCE WITH NEC, 300-1. 5YfvWL.5 At*-V A55 Y I AT I ONS 5YM130L DESCRIPTION SYMBOL DESCRIPTION 614- SINGLE POLE SWITCH B BUZZER 16' 3K THREE WAY SWITGH © BUTTON FOR BUZZER �CL6 JB WITH DUPLEX CONVENIENCE OUTLET (GEILIN6 MOUNTED) o o PLJLL13OX JB WITH SINGLE CONVENIENCE OUTLET G PANELBOAW JB WITH DUPLEX CONVENIENCE OUTLET O O CIRCUIT BREAKER JB WITH TWO DUPLEX CONVENIENCE OUTLETS "6-0 JUNCTION BOX WITH FINAL EQUIPMENT CONNECTION O JB WITH FLUSH FLOOR MOUNTED OUTLET A DENOTES AMPERES ® JB WITH SPECIAL PURP05E OUTLET AFF DENOTES ABOVE FINISHED FLOOR ® JB WITH DUPLEX ISOLATED 6ROUND OUTLET G DENOTES CONDUIT N INTERCOM STATION W/ 3/4"C- TO MAIN STATION OCT DENOTES CIRCUIT K TELEPHONE JACK EG DENOTES ELEGTRIGAL CONTRACTOR O JUNCTION BOX - WALL OR GEILIN6 MOUNTED 6FI DENOTES GROUND FAULT INTERRUPTOR ❑- NON -FUSED DISCONNECT SWITGH 6RD DENOTES GROUND O STUB UP THRU ROOF I6 DENOTES ISOLATED GROUND O THERMOSTAT SENSOR 0 5'-8" AFF W/ 1/2"G- UP TO GEILIN6 SPACE JB DENOTE5 JUNCTION BOX MOTOR CONNECTION KES DENOTES KITCHEN EQUIPMENT SUPPLIER CONDUIT RUN CONGEALED IN GEILIN6 OR WALLS MLO DENOTES MAIN LU65 ONLY / \ CONDUIT RUN IN FLOOR 5LAB WP DENOTES WEATHERPROOF (X I HOT (SHORT), NEUTRAL (LON(5) 4 'X' DENOTES ISOLATED GROUND 6G DENOTES G-GENERAL CONTRACTOR ELECTRICAL ROUGH-IN PLAN 1/4" = 1'-0" SEQUENCE OF OPERATION: 1 . TURNING "ON' ANY ONE PIECE OF COOK I N6 EQUIPMENT ALL MOTORS TO BE INTERNALLY UNDER A HOOD WILL ALSO TURN ON THE EXHAUST FAN THERMALLY PROTECTED FOR THAT HOOD. 2. TURNING, "OFF" THE LAST PIECE OF GOOKINO EQUIPMENT UNDER A HOOD WILL ALSO TURN OFF THE EXHAUST FAN EXHAUST N FOR THAT HOOD. FAN 3. IF THE ANSUL SYSTEM SHOULD DISGHAR6E WHILE THE COOKIN6 EQUIPMENT AND EXHAUST FAN ARE OPERATING, _ THE 0OOKIN6 EQUIPMENT WILL BE SHUT OFF, BUT THE EXHAUST FAN WILL CONTINUE TO RUN. 4. THE ANSUL SYSTEM MUST BE RECHARGED AND RESET BEFORE THE COOKING EQUIPMENT WILL A6AIN BE ABLE TO OPERATE. 5. THE ON/OFF SWITCH ON THE EXHAUST FAN I5 NORMALLY KEPT IN THE 'ON' POSITION. IF IT IS TURNED OFF FOR SERVICE, THE COOKING EQUIPMENT WILL ALSO TURN OFF AND NOT BE ABLE TO OPERATE TILL THE EXHAUST FAN OWOFF DPST owoFF ( USE 3 POLE D I SGONNEGT SWITCH IS AG,A I N TURNED ON. SWITCH (MOUNTED ON FOR 208V SINGLE PHASE EXHAUST FAN S WIRED 1T� BY MANUFACTURER) BRN O- BRN M F 115/l/60 BLK ELK 20 AMP WHT H I HHT TERMINAL �- INTERNAL � � CONTROL a-- ON/OFF GI I RGt1 I T BLOCK I 2 I 11511160 �R6 BLK - ON 20 AMP VT I RED I BOJUNCX _ BLK GOM NO RED 2 RED "\ GRILL OR FRYER SP5T RELAY 115VI BLU BLU CONTACT (MOUNTEDI R p NG Aux. WHT WHT N 5-HIRE CONTROL S WIRED IN CHASE ?u NO ITCH WHT 6RN GORD W/PLUG BY ,) � GOM o � 1 6 (TYPICAL) = A IR ul O i Z NG FFwSW. BRN F BLU WHT 6RN WHT H RED BLU o BLK ORG I W L - - - - - OR6 I I a 2 I 2 DPDT ANSUL I x SWITCHES = I BLK (MOl1N1ED S W I RED - i U (� DZ 3 3 ZI 6'X 1 IN CHASE BY KES) SEE NOTE 1 WHT N N L--GRN - - - 5-WIRE REGEPTAGLE 5-WIRE PLUG NEMA #L21-20R NEMA #L21-20P (TYPIGAL 2 SHOWN) (TYPICAL 1 SHOWN) K I TCHEN EXHAUST I NTERLOOK V I A(SRAM, NO SCALE NOTE 1 E.G. TO PROVIDE AN EMPTY 3/4"0 FROM ANSUL DPDT SWITCHES UP TO JOIST LEVEL AND EXTEND INTO WAL-MART SPACE FOR CONNECTION OF AN5UL SYSTEM TO BASE BUILDING FIRE ALARM SYSTEM. ALL WIRING TO BE FINISHED AND INSTALLED BY WAL-MART FIRE ALARM CONTRACTOR. FOR REFERENGE e - ONLY ANSUL INSTALLER SEE NOTE #1 } + ► + i IL I LL + 0 6. 6. U 4. 4 FINISHED < < CEILING `t - I 0 0 � 1/2' CONDUIT FINISHED SEE NOTE #3 m FLOOR STANDARD ALTERNATE TWO PIECE COMPRESSION ELEVATION COUPLING CONDUIT II COUPLING I� 1/2' CONDUIT ��5' NIPPLE W/ BONDIN6 TYPE 1. AN5UL INSTALLER SHALL FLARED INLET LOCKNUT INSTALL CONDUIT AND PULLEY O O ELBOWS ABOVE GEILIN6 AND A e- TO KITCHEN EQUIPMENT. 2. ELECTRICAL CONTRACTOR SHALL �1 - �, SEE STANDARD MOUNT 13OX AND TERMINATE �J BOX CONDUIT ABOVE GEILIN6. tl THE CONDUIT SHALL BE 0 0 18' A.F.G. OR 6' ABOVE U. BOTTOM CHORD, WHICH EVER SEE NOTE #4 $ O 15 LOWER. p Q3. ALL CONDUIT ENDS SHALL BE > DEBURRED INSIDE AND OUT. STANDARD 4x4x4 v Ill O ALTERNATE 4x4x4 4. TA135 SHALL BE IN ORIENTATION OCTAGON BOX F W ROUND BOX 5HOM FOR WORDIN6 ON COVER w TO BE RIGHT SIDE UP. ELECTRICAL CONTRACTOR 5. FINAL HEIGHT AND LOCATION SEE NOTE #2 tt) TO BE DETERMINED BY AUTHORITY HAVING _URISDiCTION. i�MOTE ANSUL PULL STAT I ON, NO SCALE 0 In MoPONALP'S KEY PLAN t: m� C Qs V •� o W oON m ivZ �o m O R Now V � p O 0 r� IL IN o c o O o O d 3 N •� N a ■� a� m�Ea"i •� L L C> p O N -`- a� O N O L N O O v p-0� o 0 0 0 o° x o O 3 o a 0 c v c o L.. a ro o c " a a) oV ���0� o c L (n c o :v aci D c:ON .N O V .V E c- :3c O'0 V O U c o•- c L To o o?�0 U a 0 N Vl '" U U r w o c: :3 L a2 v U O L o c O t3. (n 't :5 '2 V) O ° O 3 c O C'rn 0 0 O O c�'3 ° � o o � o 'o o =.o L U U O 0 o o o o 0 0 a 0-0D LtY c WO N\ A �\ %D �r ° o la ILI z w d LiIT N nn� N W J OQ._. `" n r (N ks) a a. P0015g8 m E 1 El EG PLAN 011E - L I NE D I A6RAM NOTES: Si. PANELBOARD SUPPLIERS: THE E0/66/PROJECT MANAGER WHEN ORDERING PANELBOARDS, SHALL DETERMINE THE NUMBER OF SERVICE ENTRANCE CONDUCTORS, SIZE AND MATERIAL TYPE, AND SHALL PROVIDE THIS INFORMATION TO THE PANELBOARD SUPPLIER 50 THAT THE APPROPRIATE LU65 CAN BE PROVIDED FROM THE FACTORY. SIEMENS ENERGY AND AUTOMATION, INC. SQUARE D / 6RAYBAR 6100 KOLL CENTER PARKWAY, SUITE 150 a00 RE6ENCY DRIVE PLEASANTON, CA. a4566 GLENDALE HEIGHTS, IL. 6013a 1-600-624-3214, STAGY FRANK. 1-800-184-6054. FAX - 1-800-662-3653 52. FEEDER CONDUCTORS MAY BE EITHER COPPER OR ALUMINUM IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. ALL CONDUCTORS SHALL BE TERMINATED IN ACCORDANCE WITH THE ELECTRICAL EQUIPMENT MANUFACTURER, NEC, AND UL REQUIREMENTS. E.G. SHALL PROVIDE AND COORDINATE THE APPROPRIATE ELECTRICAL EQUIPMENT LUGS TO MATCH THE FEEDER CONDUCTOR MATERIALS. ALL BRANCH CONDUCTORS SHALL BE COPPER. E.G. SHALL ADJUST FEEDER AND GROUNDING CONDUCTORS SIZES TO ACCOUNT FOR VOLTAGE DROP BETWEEN WAL-MART SUPPLY AND MaDONALD'5 LF5-1 PANEL. 53. N95 (TRANSIENT VOLTAGE SUR6E SUPPRESSION) SUPPLIER: HUBBELL TELEPHONE NUMBER 1-877-823-1743 CAUTION• TVSS MUST BE PROPERLY INSTALLED FOR MAXIMUM PROTECTIONtI E.G. SHALL FURNISH AND INSTALL THE TV55 AND COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WITH ALL APPLICABLE CODES. MOUNT TVSS AS CLOSE TO THE ELECTRICAL CONNECTION AS POSSIBLE AVOIDING EXCESS DISTANCE AND SHARP BENDS IN WIRES. PHASE CONDUCTORS SHALL 13E AS STRAIGHT AND SHORT AS POSSIBLE, TWIST PHASE CONDUCTORS TOGETHER 1/2 TURN FOR EVERY 12 INCHES OF CONDUCTOR LEN6TH. DO NOT COIL OR PUSH ASIDE EXCESS WIRE LEN6TH. E.G. SHALL ALSO FURNISH AND AND INSTALL THE TV55 MODEM LINE PROTECTION UNIT IN MANAGERS OFFICE. r WALMART EDG4 MGDONALD'S TENANT ELECTRICAL SPACE ROOM (SEE WALMART SEE ONE -LINE SERVICE DRAWINGS FOR � ENTRANCE AND FEEDER DETAILS) I SCHEDULES ON WALMART DRAWINGS FOR APPROPRIATE CONDUIT AND WIRE SIZE. SEE NOTE 52 n I PANEL 250A-3P I LF'S SECTION 1 I TO WAL-MART 480V � SEE NOTE 53� DISTRIBUTION PANEL TFS �5 KYA 480V-208Y/120V L 400 AMPS, 208Y/120Y, 3 PHASE, 4 WIRE SOLID NEUTRAL, MAIN GGT BRKR, FLUSH MOUNTED 5U6 FEED LUGS ( SEE NOTE 3) EXHAUST HOOD INTERLOCK FAN EXHAUST FAN INTERLOCK CONTROLS CONVEYOR TOASTER VERTICAL TOASTER SPACE SPACE SPACE BISCUIT OVEN TV55 UNIT 400 AMPS, 208Y/120V, 3 PHASE, 4 WIRE SOLID NEUTRAL, MAIN LUGS ONLY, FLUSH MOUNTED (SEE NOTES 3,4,6) MENU BOARD KITCHEN LIGHTING DINING LI6HTIN6 SPARE FASCIA SIGN FRONT COUNTER POS UHG TABLE PREP TABLE POS RAGK/SERVER U�h1DERC.OUNTER REFRIGERATOR WORKTOP FREEZER BLENDER 6�lEEAL PURPOSE DGO' S FRY D I SPE�lSER MEAT FREEZER OPTIONAL NEON SIGN UNIVERSAL HOLDING CABINET -A_ Q-IN6 OVEN E1wtEE6ENGY LT6/EX I T 5 16N5 NOTE: THE FOLLOWING CIRCUITS TO HAVE LOCK ON GIRGUIT BREAKER HANDLES 41 1 EL.EGTfiZ I GAL D I STi� I BUT I Ol�l 1�lOTES : LL .GIRGUIT BREAKERS: 1. ALL BREAKERS SHALL BE THE BOLT -ON TYPE. ALL GIRGUIT BREAKERS SHALL BE CAPABLE OF BEING LOCKED OUT TO COMPLY WITH OSHA REGULATION 1g10.14-T LOCKOUT/TAGOUT PROCEDURES. 2. BRANCH BREAKERS OF 2P AND 3P CONFIGURATION SHALL HAVE A COMMON TRIP. FASCIA SIGN 3, BRANCH BREAKERS IN ALL McDONALD'S ELECTRICAL PANELS SHALL HAVE A NEMA SYMMETRICAL LFS-2:q RMS RATING OF 10,000 AMPS. ALL GIRGUIT BREAKERS IN THE BRANCH PANELS SHALL BE SERIES RATED WITH THE MAIN GIRGUIT BREAKER IN PANEL LFS-1 SO THAT ALL GIRGUIT BREAKERS IN ALL BRANCH PANELBOARDS ARE PROTECTED AGAINST THE MAXIMUM FAULT CURRENT AVAILABLE O AT THE MAIN SERVICE DI��GONNEGT. NO DESIGN GRANGES SHALL BE MADE TO THE DISTRIBUTION SYSTEM WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL ELECTRICAL ENGINEER OF RECORD. 4. ALL GIRGUIT BREAKERS USED TO SWITCH LIGHT FIXTURES SHALL BE APPROVED FOR THE PURPOSE AND MARKED "SWD". 5, THE EC, SHALL BE RESPONSIBLE FOR THE PROPER IDENTIFICATION AND LABELING OF ALL GIRGUIT BREAKERS. EACH PANEL SHALL BE PROVIDED WITH AN ACCURATE TYPEWRITTEN GIRGUIT DIRECTORY. GONDU I T/WIRE : FASG I A S I GN PROVIDE THREE (3) 3/4" EMPTY CONDUITS FROM PANEL LFS-2 UP TO THE CEILING SPACE LFS-2%q AND GAP FOR FUTURE USE. S I N6 E 1.. 11�E R I SEA D I A6RAM 6A5 �G I TG�1 NO SCALE 1 2 3 4 5 6 '1 8 Cl to 11 12 13 14 iS ib 1-1 18 la 20 21 22 23 24 25 26 2-1 28 2a 30 31 32 33 34 35 36 37 38 3q 40 41 42 250A-3P NON -AUTO MAIN GB 20A-1P 20A-1P 20A-iP 20A-2P 30A-2P 30A-3P 30A-2P SPACE SPACE `-�� 20A-3P �'� 30A-3P 30A-3P 30A-3P 30A-3P SPACE fi'A1�lEl... L�=S SECTION 1 51�1 i 2 3 4 5 6 '1 8 q 10 I 12 13 14 IS ib 1 'i 18 lq 20 21 22 23 24 25 26 2'i 28 2a 30 31 32 33 35 34 36 37 3a 38 40 41 42 20A-1P 20A-1P 20A-1P 20A-1P 20A-1P 20A-1P 20A-1P 20A-1P 20A-1P 20A-1P 20A-1P 20A-1P 20A-1P 20A-1P 20A-1P 20A-1P ZOA-1P 20A-1P 20A-1P 20A-1P 20A-1P 20A-1P 20A-1P 20A-1P 20A-1P 20A-1P 20A-1P 20A-1P 20A-iP 20A-1P 20A-iP 20A-1P 20A-2P 20A-2P 20A-2P 20A-2P 20A-1P 20A-1P i�A1�lEl. LFS SECT ION 2 SPARE COFFEE BRB�IER 6A5/ELEG GLAMSHELL GRILL SPACE ICE MACHINE HEAT TREAT SOFT SERVE MAC UNIT SPACE -E -E -E -E -E CONNECTED AMPS: 231 DEMAND AMPS: 1 "T3 u 4) I F;-�7 I FT:�� 100 Fl � N\\ _j PANEL NOTE: IF CIRCUITS ARE REARRANGED CIRCUITS 11,12,1'1,18 SHALL ALL BE MAINTAINED ON THE SAME PHASE - COFFEE DOCKING STATION - SODA TOWER - GARBCINATOR - BOOSTER PUMP - FRY STATION - OFFICE POS - COOLER LI6HTIN6/DOOR HTR - FREEZER LI6HTIN6/DOOR HTR - KYS/VIDEO MONITOR - GREW ROOM OCA'S - YVASHER - DRYER - SPARE - SPARE - SPAN - SPARE �-- HEATED LANDING ZONE �--IGE MACH REMOTE GONDENSOR - SPARE CONNECTED AMPS: a3 DEMAND AMPS: "i9 OUTER THE PANEL LF�S EGTION CEILING MOUNTED RECEPTACLE FOR OPTIONAL NEON WINDOW SIGN LFS-2:31 n n I I n n II II II 41 Fl 5 F1 3 I I II FI 3 � 41 FI 3 FI 3 El� F1 _L_j 41 O FI L3 3 F1 41 DENOTES FIXTURE TYPE Fl 41 DENOTES GIRGUIT NUMBER NO SCALE LIGHTING FIXTURES SHOWN HALF SHADED SHALL BE WIRED TO THE NIGHT LI6HTIN6 GIRGUIT AND PROVIDED WITH A BATTERY TYPE EMERGENCY BALLAST. SEE LIGHTING NOTE 5. LISST SER1� I GE GAl_GU LAT I Ol�l TOTAL GENERAL SERVICE BUILDING POWER TABULATION 208Y/120V, 3 PHASE, 4 WIRE CONNECTED KW DEMAND FACTOR DEMAND KW NEG REFERENCE CONTINUOUS LOAD 13 1.25 16 210-ta(a) KITCHEN LOAD � 0.65 45 220-20 H.V.A.G. LOAD O 1.0 O 220-30(G) LARGEST MOTOR O 1.25 O 430-22 RECEPTACLE LOAD i 1.0 1 220-13 L I 6'�T I 1�16 PLAN NOTES: 1. EMERGENCY LI6HTIN6 SHALL BE INSTALLED IN LOCATIONS SHOWN ON PLAN. TO MEET LIGHTING LEVELS REQUIRED BY NFPA 101 LIFE SAFETY CODE SECTION-i.9.2.1 NO DEVIATIONS SHALL BE ALLOWED. 2. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE POINT-TO-POINT WIRING FOR ALL LI6HTIN6 FIXTURES. ALL WIRING SHALL BE #12 AWG MINIMUM AND SHALL BE D�AT1=D PER THE REQUIREMENTS OF NEC, 310-15 WH)E REQUIRED, E.G. SHALL BE RESPONSIBLE FOR SUBMITTALS OF POINT-TO-POINT WIRING DIAGRAMS WHERE REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION. ELEGTi�IGAL LIGHTING PLAN ALL LIGHTING FIXTURES AND EXIT SIGNS SHALL BE WIRED TO PANEL LF5-2 UNLESS NOTED OTHERWISE REFER TO MECHANICAL PLANS FOR EXACT LOCATIONS OF ALL THERMOSTATS AND MECHANICAL EQUIPMENT INDOOR LIGHTING AND EMERGENCY FIXTURES MAY BE ORDERED FROM: MR. STEEE FRIEDMAN SECURITY LIGHTING SYSTEMS, INC. (A HUBBELL LIGHTING COMPANY) 1085 JOFiN50N DRIVE BUFFALO GROVE, IL. 6008�i 1-800-544-4848 FAX 841-21q-0642 L I 6HT I N6 F I XTURE 50HEDULE LAMPS MANUFACTURER AND MARK SYMBOL DESCRIPTION DIFFUSER BALLAST MOUNTING CATALOG NUMBER y,ATTS TYPE 2' X 4' LAY -IN PRISMATIC F32T8/4100K ELECTRONIC SECURITY LIGHTING # R244 TOTAL KW = 83 (CONNECTED) 62 ( DEMAND) DEMAND AMPS= 1 '13 1.. I 6HT 11�16 NOTES: LI6HTIN6 1. ALL LIGHT FIXTURES SHALL BE 120 VOLT UNLESS NOTED OTHERWISE. 2. LI6HTIN6 FIXTURES AND LAMPS HAVE BEEN CHOSEN TO ACHIEVE MAXIMUM ENERGY CONSERVATION WHILE MAINTAINING ADEQUATE LEVEL OF ILLUMINATION. LAMP SPEGIFIGATIONS SHALL BE STRICTLY FOLLOWED. ANY DEVIATION FROM LAMP SPEGIFIGATIONS SHALL BE APPROVED IN WRITING BY MGDONALD'S CORPORATION. EMERGENCY LIGHTING 3. EG SHALL CONNECT ALL EX I T SIGNS, EMERGENCY L I GHTS AND NIGHT ALL ISOLATED 6ROl1ND/ DED I GATED G I RGU [ T RECEPTACLE COVER PLATES ALL GOND'•.GTORS SHALL- BE SOLID COPPER L I 6HT5 TO ONE G I RGU I T BREAKER. INSTALL A LOCK ON G I RGU I T I st-tALI BE ORANGE Hut3�l PJ-rGo soL t D *12 ass coPPeR NOD TERMINATED TO THE I R APPROPRIATE BREAKER HANDLE. EG SHALL YER I FY ALL REQUIREMENTS AND LOGAT I ONS WALMARTIhtGDONALD'S (S I N6LFa , PJSGO (ONE DUPLF�) CONDUCTORS ONLY. TERMINAL SCREWS BY WRAPP I N6 THE GONDUGTER COMPLETELY AROUND THE SCREW WITH LOCAL AUTHOR I T I E5 INCLUDE ALL G05T5 IN BASE BID. �- -�- OR PJS2G0 ( TWO DUPLE �� �� MARKED 'COMPUTER ONLY • TO ORDER BARREL AND TIGHTENING THE SGRENI PER 4. IF NOT INSTALLED BY MANUFACTURER, E.C. SHALL BE RESPONSIBLE ( GALL HUBBELL AT 8"i"[-823-1143 MANUFACTURER'S TORQUE SPEGIFIGATIONS. FOR THE COMPLETE INSTALLATION OF THE EMERGENCY INVERTER BALLAST PANEL LF5 PANEL LF5 METAL JUNGT t ON eox IN N I GHTL I GHT I NG FIXTURES SHOWN ON SHEET ME2 . SEE NOTE 5. TRANSFORMER FOR SECTION 1 SECTION 2 5, ALL FIXTURES DENOTED AS NIGHTLIGHTING FIXTURES ON SHEET ME2 MGDONALD' S SPACE I F P.O.S. ISOLATED 6RouND SHALL BE PROVIDED WITH A BATTERY INVERTER EMERGENCY TYPE 480Y 208Y/ 120Y SECONDARY I RSGEPTAGL.E-HUBBELL Y PROTECTION ^ euc 164100, [ 6a•-r t o OR BALLAST . EMERGENG BALLAST SHALL BE A TWO LAMP TYPE OF 600- 700 LUMEN RATED (MINIMUM) TO I I65262. INITIAL ILLUMINATE THE TWO dw CoONPUCTOR ON LI6HTIN6 SCHEDULE NOTES: L1. FLUORESCENT LIGHT FIXTURE PERFORMANCE SPECIFICATION: ELECTRICAL CONTRACTOR SHALL SELECT LIGHT FIXTURES FROM SECURITY LIGHTING THAT MEET OR EXCEED THE FOLLOWING REQUIREMENTS: A. SHEET METAL SHALL BE MINIMUM 22 GAGE STEEL, WHITE ENAMEL PAINTED. B. PLASTIC LENSES SHALL BE PRISMATIC ACRYLIC. Al2 PATTERN, UNLESS NOTED OTHERWISE. G. LAY -IN FIXTURES SHALL HAVE HINGED, 6A5KETED DROP DOWN DOOR FRAMES. D. BALLASTS SHALL BE: MAGNETEK: B432I120L/B332I120L/B232I120L OR ADVAI�IGE:REL-4P32-RH-TP/REL-3P32-RH-TP/REL-2P32-RH-TP E. PROVIDE FLANGE KITS FOR ALL INSTALLATION IN GYPSUM BOARD CEILING. VERIFY IN THE FIELD. L2. ORDER LED EXIT SIGNS WITH LETTER COLORS THAT COMPLY WITH LOCAL CODES FROM SECURITY LIGHTING. FOR RED LETTERS USE #PRB (UNIVERSAL) FOR GREEN LETTERS USE #PCB (UNIVERSAL) OR IF THE ABOVE EXIT SIGNS DO NOT COMPLY WITH LOCAL GORES USE: LED SIGN WITH BATTERY BACKUP, LETTER SIZE, DOLOR, TYPE d DIRECTIONAL ARROWS AS REQUIRED BY THE LOCAL AUTHORITIES. L3. PROVIDE 2' X 2' LUMINAIRE TRAY FOR ACOUSTICAL TILE CEILING INSTALLATION AS REQUIRED. c J • o ,e N 0 �m ii d V N ° o m a; o O o 3� a ■� o y�Eovio Up_ c � � o ° v L o�Ua�°, o O -° � p .c a o C d Q� ° p C p C "° ° 0 0 3 v v v c U ° O C + ° ° V N o /� � o°°cppB 3 N ° _ p.� rn V L o (,� p o�proa� s v c x o C O O C 0'+++0+-v ° C N <n ° V V E N O 'C w c V � c ° ' c >, p 0 0�• o o a q,a ate. w avaN`ov C 7 L Q 0 �� 3 p v 3 v .° O L� o ° ° � o 0 a) 0 � o aaai-° a) Qa.� Q� aa m� oC N ry m Z O Q� N I (V � I I � < i P- OLL os P0015g8 ELEG PLAN 5 5 DESIGN CRITERIA: BREAKFAST MENU: PROJECTED ANNUAL VOLUME _ $600,000 PROJECTED PEAK HOURLY VOLUME _ $215.00 PROJECTED PEAK HOURLY TRANSACTION COUNT = 84 PROJECTED AVERAGE CHECK = $3.21 PROJECTED AVERAGE GROUP SIZE = 3 LEASE SPACE SQUARE FOOTAGE = 2,216 50. FT. KITCHEN EQ. AREA 50. FT. = 186 50. FT. COOLER 5HELVIN6 SQUARE FOOTAGE = 20 50. FT. FROZEN STORAGE SQUARE FOOTAGE = 80 SQ. FT. DRY STORAGE CUBIC, FOOTAGE = 3ac1 CU. FT. REMOTE STORAGE AREA SQUARE FOOTAGE = TBD DINING AREA SQUARE FOOTAGE = 1,430 SO. FT. DAYS/HOURS OF OPERATION = STANDARD 41GAL05. BASED ON A FIVE DAY DELIV. CYCLE EXPRESS MENU HAMBURGER CHEESEBURGER DOUBLE HAMBUR6ER DOUBLE CHEESEBURGER TRIPLE HAMBURGER TRIPLE CHEESEBURGER BIG MAC CRISPY CHICKEN DELUXE FISH FILET DELUXE CHICKEN NUGGETS FRIES (5, L, SUPER SIZE) COOKIES SOFT DRINKS KIDS - 12 OZ. SMALL - 16 OZ. MEDIUM - 21 OZ. LARGE - 32 OZ. COFFEE MEDIUM - 12 OZ. LARGE - 16 OZ. MILK O.J. McFLURRY MUFFIN SANDWICHES HASH BROWNS DANISHES APPLE BRAN MUFFINS EXTRA VALUE MEALS ALL-AMERIGAN MEALS: HAPPY MEALS: OPTIONAL/APPROVED MENU: SAUSAGE BISCUIT WITH E66 SAUSAGE BISCUIT SANDWICH BACON, E66 d CHEESE BISCUIT SAUSAGE W MUFFIN WITH E66 SAUSAGE McMUFFIN WITHOUT E66 QUARTER POUNDERS SOUPS SALADS PIES 44 OZ. GOLD DRINKS 20 OZ. COFFEE 11'-O" OPT. ARCH FRY FRY 13A66IN6 AREA FOR FRY RACK W/ DISPENSER STATION W/ OPTIONAL BREAKDOWN NORKTOP VE6. SINK T LE FREEZER i __ 2�-8 X 1 I 0 0 0 0 0 ----1 I JIM Z-11 I ' II 6' -4" U . G I HAND I II _ ' HAND xxx II CART SINK I SINK 4-TIER - I _ OPT. CAW I I i$ l i �� i 35TAT I OAT ONNYpRODUGT �---_ J BL WIDE —BISCUIT LAND I OVEN N6 CLAM , I I (HEATED FREEZER CONVEYOR Q IN6 FIRE I PRINTER II° Ii �I'LANDIN6 AREA BUN CART TOASTER/ OVEN IN6. II U'G' I ZONE TOAST -IN6 ELEGTR CART V I DEO i --- UHG TABLE TABLE OBI ER — 1"16AR� 5 PANE II MONITOR( "- PREP TABLE TRAY i 11L'— PRINTER --- _--- r-, I SCULLERY SINK N/ SMART WALL SHELVIN6 MOP :0 �x WAS 8 DRYER STACKED GOAT RACK SODA h I Y5 :HA I N GA IE �i VIDEO CART BREHER REMOTE .�.� wff=m11=1�=AN_5UL PULL ` BARREL �- �� 11 II 11 II nnnn SOFT 070� ■ �• 11 II it II •• ■� .. CAI ICI CAI I�I� SERVE ul i /[2 -411 21-411, R ■ ■ �•�. , ., ,. CAI I�' u 1!■' I.II it I II CAI I>I� GREW AREA LOCKERS SHORTENIN6 REMOVAL -- --F1 EXT. z x� ; x W_ F It (ma of�cl! �I (oil 11�I I��, .11 I� 1 11�1 III 11�1 .1 I�I11�1 LII. 11�1 ICI.. 11.1 ICl/. KITCHEN FLOOR PLAN 1/4" = 1'-0" GENERAL NOTES: 1.ALL ART WORK, DECOR, AND SEATING TO BE PROVIDED AND INSTALLED BY W DONALD'S OWNER/OPERATOR. 2.ALL KITCHEN EQUIPMENT SUPPLIED AND INSTALLED BY McDONALD'S OWNER/OPERATOR THROUGH K.E.S. UNLE55 NOTED OTHERWISE. 3.ALL DIMENSIONS SHOWN ARE TAKEN TO FACE OF WALL FINISH. 4.ALL DESIGNATIONS FOR K.E.S..= KITCHEN EQUIPMENT SUPPLIER FOR APPROVED EQUIPMENT AND I5 CONTRACTED BY McDONALD'S OWNER/OPERATOR TO SUPPLY KITCHEN EQUIPMENT AND/OR INSTALLATION OF EQUIPMENT. S.FREEZER/COOLER SUPPLIED BY MGDONALD'S OWNER/OPERATOR THROUGH K.E.S. INSTALLED BY G.G. (6.C. TO COORDINATE DELIVERY WITH K.E.S.) ALL CONNECTIONS INSTALLATION OF LI6HTIN6 BY G.G. (LIGHT FIXTURES SUPPLIED WITH FREEZER/COOLER BOX). 6.ALL 6.0. SUPPLIED EQUIPMENT TO BE PURCHASED THROUGH APPROVED McDONALD'S SUPPLIER. COORDINATE WITH MoPONALD'S OWNER/OPERATOR. 1.TRA5H RECEPTACLES TO BE SUPPLIED AND INSTALLED BY MGDONALD'S OWNER/OPERATOR. 8.5U66E5TED 5EATIN6 LAYOUT. FINAL 5EATIN6 LAYOUT BY MoPONALD'S OWNER/OPERATOR. a.RONALD BENCH TO BE SUPPLIED AND INSTALLED BY WDONALD'S OMER/OPERATOR. 0 0 Mo PONALP ' S KEY PLAN Na L � cfl c v O c W C C`1(41 m ivZ �o m O .s c =� • 0 0 0 ii a V N 0 N o O a % _0 a"i a ■� a� v��Ea°iN'o L L L U a coa�a O ° L a� o a ENS m 32 L o�°' —p O ° o sago o o o U U 3 0° O c L c 0 O U O O :2 O 8 N N 7 V U� F- 0 C 00 y in y ° w N c N c O w O C N � N ° C N VI c,V _U E C O C T O O� V O w N- v o7°a�ma a 0 N N O U O � c � � a° v o o c O �N�� 'D 3 c -cs C" 0_0•3 UL NQ 0, 1., }�E+ c 3 �6-' ' ...- O � N C N Q 0 0 0 '� ON O V Q 0 0 0 0 a 0 O 7 Q L O` N N C in N O F- 0- O- a::) C m LLJ O N N ry m z O O N 1N (L 1 �N � � N � p N �W I � ary � � I .r I- N Q- P0015g8 m i< KITCHEN PLAN x = Optional Equipment 60' = General Contractor R = Relocated Eauroment = verity to r-le EQUIPMENT SCHEDULE # ITEM 0 QTY DESCRIPTION MANUFACTURER MODEL # UL NSF FURNISHED GENERAL REMARKS SPECIAL REQUIREMENTS 1 1.00 1 FRONT COUNTER SEE RMK5 SEE PLAN - 2 SEE RMK5 CONFIGURATION SUPPLIER 2 1.02 2 FRONT COUNTER SUPPORT WALL STAINLESS STEEL KES - - 2 KES 3 2.05 2 UNDER COUNTER CART - 24"W. x 18"D. SPLIT FUNCTION FRONT COUNTER INTERMETRO U018-DMS - 2 KES - 4 2.07 2 TRAY CART - 14"W, x 18'D. SPLIT FUNCTION FRONT COUNT INTERMETRO M1418-TO - 2 KES - 5 3.00 2 GASH DRAWER SHELF KES 1SH18 - 2 KE5 LOCATED UNDER FRONT COUNTER 6 4.08 1 MENUBOARD - 1' POP MODULE FLORIDA PLASTIGS _ EI574g3 - KES - 7 4.Oq 2 MEIUBOARD - 2' POP MODULE FLORIDA PLASTICS _ E1874g3 - KE5 - 8 4.10 1 MENUBOARP - 3' MENU MODULE F-OR I VA PLASTICS _ E 1674g3 - KES - q 4.11 1 MENUBOARD - 6' CENTER EVM AND H-POP MODULE FLORIDA PLASTICS _ EIb74g3 E140864 _ KES _ 10 6.08 2 8 PLACE CUP TUBE HOUSING SPLIT FUNCTION FRONT COUNTER KES GTOS-16 - 2 KE5 REGION TO VERIFY LOCATION AND NUMBER OF TUBE5 11 7.2q I q'-O" SELF -SERVE BEVERAGE STATION -WALL W/ 13" TROUGH KES SBWM - 2 KES - 12 C1.05 2 UTILITY CHASE - WALL VERSION KES 6"xb"x104" - 2 KES - 13 10.00 1 SELF -SERVE CONDIMENT CENTER FLORIDA PLASTICS GC, (:CDC, C O _ _ KES - 14 10.01 1 SELF -SERVE LID HOLDER FLORIDA PLASTIGS GC -LID, GGO-LID - - KES - 15 21.05 1 COFFEE BREWER - SOFT HEAT - SINGLE BUNN_O- MATIG 27800.0000 E32066 4 KES INCLUDES DRIP TRAY W/6RATE 16 23.02 3 G� SERVER - SOFT HEAT - 1.15 6 BUNN-O- MATIG 27850.0000 - 4 KE5 - 17 25.04 1 � SERVER DOCKING STATION - ESDO O- BUTG 27875.0000 E32066 4 KES - 18 2g,01 1 SODA TOWER - GOLD PLATE - 8 VALVE - LEVER CONTROL IMI CORNELIus pD25O5,00 E47307 18 KES - ig 53.05 1 SODA SYSTEM PACKAGE B.I.B. (COUNTER ELECTRIC, - 1 TOWER) IMI CORNELIUS 27880_ E48252 E123670 18 KE5 W/ B005T SYSTEM, FILTER SYSTEM, 1-GARB INSTALL KIT 20 3g.01 1 ICE MACHINE - 700 LB. SCOTSMAN GME1056RS-3A/ BH5505 SA1541 12 KES � NON-STANDARD STORES - BIN NOT READ. IF CUBER ON ICE DISPENSER 21 39.04 1 T-STAT KIT SCOTSMAN KS5-1 SA1547 12 KES USE WITH SCOTSMAN CUBER # 0ME-1 OC 12 22 41.00 1 ICE MACHINE REMOTE CONDENSER - 700 LB. SCOTSMAN ER0301-32A 5A1847 12 KES - 23 43.14 1 HEATED LANDING ZONE FRYMASTER HLZ-18 - 4 KES - 24 44.15 1 CENTER ISLAND- 48" KES CIMFY-46 - 2 KES - 25 61.01 1 FRY BA66IN6 STATION 27" KES F505-9 Egg018 2 KES MF�TTS ON WORKTOP UNDERC.OUNTER 26 65.01 1 3-VAT FRYER - GAS - F/F/5 FRY4ASTER BIH352-2RG5D - 4 KES - 27 Zg,13 1 UNIVERSAL EXHAUST HOOD (R.H.) GAS KES UH-106 MH12755 2 KES - 28 60.00 1 MECHANICAL CHASE KES q'x1B" 560L. E163328 E152104 2 KES _ 2q 62.00 1 LANDING TABLE INTERMETRO TLDP-5 - 2 KES - 30 84.01 1 FRY RACK W/BREAKDOWN TABLE - 4 WIDE KES TLB4-5 - 2 KE5 - 31 85.02 x 1 FRENCH FRY DISPENSER - LOW VOLUME SGHWAN'S 6DF14E E140153 4 MANU- FACTURER INCLUDES BASKET RACK 32 C16,05 1 36" CLAMSSHELL GRILL -6A5/R EGTRIG GARLAND/ LT MW6-g501 E288a8 4 KES - 33 g7.01 1 MEAT FREEZER - DOUBLE WIDE KES MF30-4 SA6032 5A732g 2 KES AIR-COOLED, SELF-CONTAINED 34 gq,00 1 GRILL TOOL ORGANIZER KE5 60O36 - 2 KES - 35 111.07 1 BUN CART H3K/ INTERMETRO OT13UN-30 - 2 KES - 36 116.10 1 UNIVERSAL HOLDING CABINET - 1-SIDED - PIN d SLEEVE WELBILT UH045P E44511 4 KES - 37 116.14 1 UHG SHIELD SINGLE SIDED KES A05HLD-2 - 2 KES - 36 117.16 I UHG TABLE - 1 SIDED - 32" OP. X 35" W. RIGHT HAND -TWIST -LOCK KES 62764X 2 KES SINGLE SIDED PREP FOR ONE UHG CABINET 3g 118.00 i Q'IN6 OVEN - PIN d SLEEVE AMANA MG22MP E40456 4 KES - 40 11-1.05 1 O'ING OVEN SHELF - WALL MOUNTED KES SHOWN-24 - 2 KES MOUNT AT 54" AFF 41 120.04 1 RAPID TOAST TABLE -1-SIDED - 30" DP KES TLTST-255 - 2 KES - 42 122.10 1 VERTICAL BUN TOASTER - PIN d SLEEVE ANTUNE5 VOT-20ORP SEE RMKS 4 KES ETL RATIN(9S: R EC,. _ g7025855,001 SANITATION = 53410q 43 122.14 1 CONVEYOR TOASTER - PIN 3 SLEEVE APW/WYOTT BT150-311012-P45 E45731 4 KES - 44 123.12 1 PREP TABLE - MFY - 1-SIDED- 30"DP. _ RIGHT HAND - TWIST LOCK KES TLPRP-155-RH - 2 KES SAUCEGUN,BOX,PAPERWRAP d KETCH, MUST DISP. HOLDERS, 10) 1 /6 PANS 45 15i.01 1 WORK SINK- 3 COMPARTMENT- 62" WIDE KE5 SK01 - 2 KES - 46 153.03 1 SMART WALL SHELVING SYSTEM INTERMETRA SW84-WM - 2 KES (2) 30" WIDE x 36" HIGH UNITS 47 155.00 1 6RILL TOOL SHARPENER COZZINI HG5-1 - 2 KES - 48 156.00 1 6RILL TOOL SHARPENER SHELF KES gSH10 - 2 KE5 - 4g 157.00 1 TRASH LINER DISPENSER SHELF KES A0053 - 2 KES - 50 156.00 1 SHORTENING, DISPOSAL UNIT FRYMASTER WOP50 - - KE5 - 51 160.01 1 SMART SHAPE SYSTEM KAY CHEMICAL - _ - MANU- FACTURER INCLUDES SPRAY -BOTTLE ACTIVATED AND FLOORCARE DISPENSERS 52 163.00 2 FIRE EXTINGUISHER - 5 LB. - AEG ANSUL SEE RMK5 - - c RMKS LOCAL ANSUL AGENT SPECIFIES, SUPPLIES d LOCATES PER LOCAL CODE 53 163.01 2 FIRE EXTINGUISHER - 10 LB. - BG AN5UL SEE RMK5 - - SEE RMK5 LOCAL ANSUL AGENT SPECIFIES, SUPPLIES 3 LOCATES PER LOCAL CODE 54 165.02 1 1 REMOTE ANSUL PULL ANSUL 4835 EX3470 - SEE RMKS RP�I� BY LOCAL ANSUL AGENT 55 171.03 1 WALK-IN COOLER / FREEZER WITH FREEZER FLOOR KOLPAK - E416g3 7 KES COOLER SIDE I5 FLOORLE55 56 174.02 1 REMOTE G0NDENSIN6 UNIT BOHN MAC-36B SA4272 - KES BEACON SYSTEM 57 175.10 1 COOLER EVAPORATOR - AIR-COOLED BOHN ADTO7OBB0N SA1525 - KES BEACON SYSTEM EVAPORATOR 58 176.17 1 FREEZER EVAPORATOR - AIR-COOLED BOHN LETOgOBBCN SA1525 - KE5 BEACON SYSTEM EVAPORATOR 5q 17g.00 1 REFRIGERATOR - UNDERGOUNTER BEVERAGE AIRUGR20-23 5A2651 7 KES LOCATED UNDER FRONT COUNTER 60 162.00 1 FREEZER - WORK TOP - 27' WIDE AI WTF27-23 5A2651 7 KES - 61 157.07 2 FREEZER SHELVIN6 24" x 48" x 74" H. - 4-TIER INTERMETRO - - 2 KES - 62 155.01 1 FLOOR RACK SYSTEM n 12 x 12 x 1- 1/2 H. CARL15LE FOOD SERVICE 2710 52 KES _ 63 18q.12 2 COOLER SHELVING, 30" x 48' x 76" H. - 3 -TIER INTERMETRO - - 2 KES - 64 1g1.01 3 VALANCE SHELVING, - 18"x48 INTERhMETRO MI54W - 2 KES MOUNT AT 6'-80AFF TO SHELF BOTTOM UNLESS OTHERWISE NOT 65 1g4,54 1 DRY _ FIXED YIN6 32'x76'x84' H.- 4-TIER PEN5TOR - - _ 2 FAC URE2 - 66 lg4.5cl 1 DRY IXED YIN6 380x76'x84' H.- 4-TIER DE�ISTOR - - 2 FANU- - 67 1g4.60 I DRY SHELVING VING 38'x88"x84' H.- 4-TIER DE�iSTOR - - 2 FACTURMANU- ER - 68 1 1g6.04 1 SAFE - SPECIAL (20" HIGH) NKL BSN202020ABDCM6 - - OWNER - 6q 205.01 1 HEAT TREAT SOFT SERVE - SINGLE B AYLOR PH-Ti SA2650 6 KES SUPPLIED WITH 7'-6" LONG, CORD - CONE DISPENSER IS OPTIONAL 70 207.01 1 BLENDER - WALL MOUNT - MC9-URRY TAYLOR B1111 E112422 8 KE5 SUPPLIED WITH FOOT PEDAL AN D MOUNTING BRACKETS 71 207.02 1 MIX -IN DISPENSER -PORTION CONTROL- MGFLURRY TAYLOR X52037-2 - 2 KES 4 STANDARD SIZE DISPENSERS 72 207.04 1 GUP/LID/SPOON ORGANIZER - MCFLURRY TAYLOR X52080 - 2 KES - 73 214.00 1 GREW VIDEO BY OWNER BY OWNER - - OWNER - 74 215.00 2 POS PG HARDWARE - FRONT COUNT BY OWNER BY OWNER OEM - OWNER INCLUDES MONITOR AND CPU 75 215.04 i 1 P05 - KVS MONITOR BY OWNER BY OWNER OEM - OWNER - 76 216.00 1 POS - VIDEO MONITOR W/SUPPORTS BY OWNER BY OWNER E106786 - OWNER SUPPORTS INSTALLED BY GC IF REQUIRED - MOUNT e 5'-8" AFF IF ITEM # 20.00 IS USED MOUNT AT 6'-(o" AFF IN DRIVE-THRU BOOTH 77 21q.00 2 POS - RECEIPT PRINTER BY OWNER BY OWNER OEM - O"10R SHELF REQUIRED FOR FRONT COUNT APPLICATIONS 78 221.01 x 1 P05 - OFF 105 BY OWNER BY OWNER OEM - ONIN@R - Zg 221.02 1 ISP STAND LUXOR LEMFP54 - - OWNER AVAILABLE THROUGH P05 SUPPLIER 80 223.06 i WASHER/DRYER - GAS STACKED 6.E. WSM2480T - - OWNER - 81 225.00 1 OFFICE PACKAGE - 40" WIDE DEN5TOR EXPRESS - - NU- FA - 82 226.01 2 CREW LOCKERS - 12"x18"x (6' HIGH) DENSTOR 5-121878 - 2 MANU- FACTURER 83 700.02 1 MOP SINK 60 TBD - 2 66 - 64 700.05 2 HAND SINK ELKAY C15-1716-1 - 2 6C 60 TO PROVIDE 3 INST. FLOOR-MTD PLATE -TYPE COMMER. SINK GAMER 85 1 ZOO.Oq 1 2 1 ECONOMY OEP BOX W/MOUNTIN6 HARDWARE 60 12360-0100 E7130q - GG 6" H. x 24' L. x 4" DP. J J 2 �K2 I LI 50DA TOtER/ COFFEE ICE TRA D[SPEN5ER 0 0 0 0 SYRUP CANA i STORAGE STORAGE STORAGE u b' KICK PLATE SELF -SERVE ELEVATION 1/4" = 1'-O" 5'-011 5'-0" FRONT COUNTER ELEVATION 1/4" = 1'-0" 1 1 1 -0" r, l I - M" sz, �KI7CHEN EG2U I PMENT PLAN 1�tv 1/4" = 1'-0" 016 O QL W c� 6ENERAL NOTSYSTEMSM ,oi.ALL FIRE SUPPRE55ION AND ANSUL BY G.G. W 0 to m N. 2.ALL KITCHEN EQUIPMENT SUPPLIED AND INSTALLED BY MGDONALD'S m l0 Z ar o OWNER/OPERATOR THROUGH K.E.S. UNLESS NOTED OTHERWISE. _ m 0.Y 3.ALL DIMENSIONS SHOWN ARE TAKEN TO FACE OF WALL FINISH. v o0 .- t m 4.ALL DE5I6NATIONS FOR K.E.5. = KITCHEN EQUIPMENT SUPPLIER FOR APPROVED a 4)N EQUIPMENT AND I5 CONTRACTED BY MGDONALD'S OWNER/OPERATOR TO o SUPPLY KITCHEN EQUIPMENT AND/OR INSTALLATION OF EQUIPMENT. S.FZER/000LER SUPPLIED BY MGDONALD'5 OWNER/OPERATOR THROU6H K.E.5. C ° o INSTALLED BY 6.G. ((5.0. TO COORDINATE DELIVERY WITH K.E.5.) ALL CONNECTIONS o O o 3� �- �_ INSTALLATION OF L I6HT I N6 BY G.G. (LIGHT FIXTURES SUPPLIED WITH °' �' ° `� ° L FREEZER/COOLER BOX) 0 Aw Q L N ° ° m L • a ° E v� a C 6.ALL 6.0. SUPPLIED EQUIPMENT TO BE PURCHASED THROU6H APPROVED 0 L MODONALD'S SUPPLIERS. COORDINATE WITH OWNER/OPERATOR, c O v•o-0 � ° c I -EXHAUST HOOD5 SUPPLIED BY OWNER/OPERATOR THROUGH K.E.S. ORDERED 0 0� v o ° ° c AND INSTALLED BY 6ENERAL CONTRACTOR. L ED ° o o- Q) _� O U o�Q)Q)� 7 c c N 0- E L L to (D 0 � N N c •'" O C C O - N N Q) 0 � 'tn U E 0 O .0 N O'C O c U c p ._ c T 0 O O: v Ow O 7 Q) N ° a� o 0 , Q0iUO3�'���c N .-' O 015 O U) U 3 O 5 E N - 0 O O O V .-- O` .- rn V) -o FC 3 , Q7 c .v w O O O Q) N O O�- O N O ® U Q Vl 7- _AO� L- p 0 0 0 Q) O 0 - o aQQ c a) 0-a} � a� ao� �O Q W \ %D r N ry m u z I.L iN N 1 C) � � D- 6 cn '° N IL POOI598 M K :2 E(2U I PMENT PLAN ■ - I L --- I l TITUS DIFFUSER AND GRILLE SGHEDULE SYMBOL MODEL NO. BOOT NEGK GEILING TYPE GEILING OPENING REQ. QUANTITY A O PAS 0. 8' T-BAR 23 x211 3/20 1. 10' 2. 12" 3. 14' 5 B 50-A SEE PLAN FOR ROUND DUCT NECK SIZES. T-BAR 23 1/2" x23 1/2" 4 ® C N TpG 4WAY SEE PLAN FOR ROUND DUCT NECK SIZES. T-BAR 23 1/2" x23 1/2. 5 MGDONALD'S DESIGN AIR BALANGE SGHEDULE UNIT O.A. R.A. S.A. E. A. PRESSURE KITCHEN 670 3330 4000 +670 DINING 500 1500 2000 +500 McEF -1475 -14-15 TOTAL 1170 4&30 6000 -1475 -305 GREASE RECEPTICAL ' In ; v mzM� o00 LL O tL U- z0 WATERPROOF COVER BOX SEALED WATERTIGHT FOR REFRIGERANT LINES REFRIGERATION LINES TO ICE MAKER 0 so HOOD TO DUCT TRANSITION SUPPLIED BY KES 4 INSTALLED BY G.G. I II 0 0 28 1/2" MBGHANIGAL SYMBOLS A-s 500 DIFFUERR AND BOOT TYPE INDICATES GFM QUANTITY e-i EXHAUST FAN NUMBER INDICATES CFM QUANTITY OTEMPERATURE SENSOR (® 5'-6" A.F.F.) O SMOKE DETECTOR MOUNTED IN SUPPLY OR RETURN PLENUMS OF HVAG UNITS ( SEE SHEET E5) . ® BLACK IRON EXHAUST DUCT t±:J DUCT WITH VOLUME DAMPER K. E. S. MOVONALD'S KITCHEN EQUIPMENT SUPPLIER F. B. 0. FURNISHED BY OTHERS EXHAUST FAN SUPPLIED AND INSTALLED BY GG. VERTICAL DISGHARGE EXHAUST FAN UL LISTED FOR GREASE REMOVAL. COMPLIES WITH NFPA q6 GL05E OFF VENTED BASE WITH BLANK -OFF PLATES. HINGED ACCESS TO GREASE DUCT DUCT -TO -FAN ADAPTER PLATE AND GASKET SUPPLIED BY KE5 4 INSTALLED BY GG i ALL WELDED ROOF CURB WITH WOOD NAILER STRUCTURAL STEEL SEE STRUCTURAL DRAWINGS. SECTION SCALE: NONE LINE OF PROTECTED COMBUSTIBLE FRAMING STAINLESS STEEL FASCIA C, OF DUCT LINE OF DUCT SHAFT ABOVE STAINLESS STEEL CEILING PLATE 5/5" TYPE "X" GYPSUM BOARD FIN15H _ orecee Duct GREASE CONTAINMENT SYSTEM TO BE PLACED AROUND THE ENTIRE PERIMETER OF EXHAUST FAN CURB, PER WAL-MART SPECIFICATIONS. SUPPLIED AND INSTALLED BY GG. Ib GAUGE BLACK IRON DUCT FURNISHED $ INSTALLED BY G.G. WRAP GREASE DUCT WITH TWO LAYERS OF FIRE RATED "FIREMA5TER" DUCT WRAP FOR A LISTED CLEARANCE TO GOMBU5TABLE5 OF ZERO INCHES. FURNISHED AND INSTALLED BY THE G.G. IS" I MINIMUM - TYPICAL 16 GAUGE STAINLESS STEEL CEILING PLATE - SEE I/HD-1 16 GAUGE 5TAINLE55 STEEL FASCIA BY K.E.S. 16 GAUGE 12" (P BLACK IRON DUGTWORK WITH ALL JOINTS CONTINUOUSLY WELDED GREASE TIGHT. 1 FINISHED GEILING 16 GAUGE STAINLESS STEEL HOOD WITH ALL JOINTS 14 3/4" WELDED GREASE TIGHT TO MEET N.F.P.A. ab MAX. (MODEL #UH-106) HOOD LENGTH: 106 3/3" DUCT SIZE 12 DUCT VELOCITY: 1878 FPM SERVES BOTH GRILL 4 FRYER, PROVIDED BY KE5. U.L. LISTING No. (YYCW): MH12755 5 - 10" x 20" GREASE FILTERS Q EXHAUST HOOD AND ENCLOSURE STAND SUPPLIED BY MGDONALD'5 w OWNER/OPERATOR THROUGH KES. INSTALLED BY GG TO COORDINATE DELIVERY WITH KES CONTACT MGDONALD'5 FIELD c PROJECT MANAGER FOR KES INFORMATION U) p 0 I" THICK GEREBLANKET Q INSULATION AT REAR METAL STUD WALL ASSEMBLY. REFER TO 3" AIR SPACE AT REAR WAL-MART DRAWINGS m m GRILL 8 FRYER COMBINATION STATION L= FINISHED FLOOR HOOD 5ECTION Fcr Combination 5' 67rill 5 Vatr-r�5tation SCALE: NONE NOTr- I. FIRE SUPPRESSION SYSTEM (ANSUL) PLANS ARE UNDER SEPARATE PERMIT. • UP THRU ROOF. MANUFACTURER'S OFFSET VENT TO ON THIS SHEET. m.n, vvv 1 yr I' ICAN I CAL PV CT PLAN SERVING DINING HVAG UNIT. TO DINING HVAG UNIT 1/4" = 1'-O" MGDONALD'S COOKING EXHAUST FAN SGHEDULE: NO SUBSTITUTIONS THE LISTED FANS ARE FROM McPONALD'5 APPROVED SUPPLIERS. 3' CLAM SHELL 6RILL/3-VAT FRYER FAN, 1415 CFM PENN:MGD-2000, WITH 3/4 H.P. MOTOR M�EF GREENHEGK: CUBE142 56, WITH 3/4 H.P. MOTOR INGLUDE 12" CURB AND ELEC. DI50.SW. 120V/14)/60HZ CONTACTS: PENN, ERI0 HIL13URN o 1-q10-653-4661 GREENHEGK, PAVE MIKALOFSKY o 1-888-325-652Q. MECHAN I GAL NOTES- A. CONTRACTOR SHALL VERIFY THAT ALL EQUIPMENT, AS SHOWN ON THESE DRANIN65, WILL NOT CONFLICT WITH ANY DRAINS, SCUTTLES, JOINTS, VENTS, PIPING OR EQUIPMENT. B. THE CONTRACTOR SHALL PROVIDE COMPLETE INFORMATION AND COOPERATION TO THE OTHER CONTRACTORS AND TRADES AS REQUIRED FOR COMPLETION AND COORDINATION OF THE COMPLETE PROJECT. C. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ADMIN5TERING ALL WARRANTIES ON EQUIPMENT WHICH THEY INSTALL. THIS INGLUDE5 ALL CONDENSERS, REFRIGERANT LINES, AND OTHER ITMES FURNISHED BY OTHERS AS WELL A5 TH05E FURNI5HED BY HIM. D. ALL MAKE-UP AIR INTAKES AND OUT5IPE AIR INTAKES SHALL 13E A MINIMUM OF 10'-0" FROM ANY EXHAUST FAN, RTU GAS EXHAUST, PLUMBING, VENT, OR DRYER VENT. E. PROVIDE VIBRATION ISOLATION DEVICES AND FLEXIBLE CONNECTIONS TO ALL MOVING MACHINERY. F. ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. 6. THIS CONTRACTOR SHALL COORDINATE ALL DUCT AND DIFFUSER LOCATIONS WITH SPRINKLER PIPING, SPRINKLER HEADS AND LIGHTING LAYOUTS AS REQUIRED. H. THIS CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND OTHER TRADES, ALL REQUIRED OPENINGS AND EXCAVATIONS. ALL REQUIRED OPENIN65 IN FOUNDATIONS, FLOORS, WALL5 AND ROOF SHALL BE CONSTRUCTED INTO THE STRUCTURE WITH THE USE OF SLEEVES, CURBS, ETC,. CUTTING AND PATCHING SHALL BE HELD TO A MINIMUM. I. ALL ITEMS PROJECTIN6 THROUGH ROOF-5 5HALL BE FLASHED THROUGH CURB5 OR PIPE 5EAL5 A MINIMUM OF 12" ABOVE THE ROOF. THE PIPE CURBS AND SEALS SHALL BE INSTALLED BY THE ROOFING CONTRACTOR. INSURE THAT AMPLE BOOT OPENIN65 ARE PROVIDED TO ACCOMMODATE ANY ELECTRICAL CONDUIT PENETRATIONS REQUIRED. J. ALL SUPPLY AND RETURN DIFFUSERS SHALL BE PAINTED AS REQUIRED BY THE MOPONALD'S PROJECT MANAGER. K. THERMOSTATS SHALL BE LOCATED GENERALLY AS SHOWN. EXACT LOCATIONS SHALL BE FIELD COORDINATED WITH THE MGDONALD'5 PROJECT MANAGER TO AVOID INTERFERENCE WITH HALL MOUNTED WORK. L. EXHAUST FAN McEF AND CURB SHALL BE FURNISHED BY THE GENERAL CONTRACTOR, VERIFY REQUIREMENTS FOR THE ROOF CURBS WITH THE EQUIPMENT SUPPLIER. THE GENERAL CONTRACTOR SHALL FLASH ALL ROOF 0UR135. SHIM CUR55 DEAD LEVEL. COORDINATE EXACT SIZE 3 LOCATION OF ROOF OPENINGS WITH THE STRUCTURAL FRAMING. M. ROOFTOP UNIT SHALL BE SET TO RUN IN "FAN CONTINUOUS" MODE *iEN EXHAUST FAN IS ENERGIZED. DURING NI6HT SET -BACK HOURS, THE ROOFTOP UNITS SHALL RUN IN "FAN AUTO" MODE. CONTRACTOR SHALL COORDINATE NECESSARY CONTROL WIRING REQUIREMENTS WITH THE MANUFACTURER TO ACCOMPLISH THIS CONTROL SEQUENCE WITHOUT THE USE OF A MANUAL SWITGH ON THE SUB -BASE. REFER TO WIRING DIAGRAM IN E.ECTRICAL DOCUMENTS. N. ALL GREASE EXHAUST SHALL BE WRAPPED WITH A UL. LISTED FIRE WRAP SIMILAR TO "FIREMA5TER" WRAP. INSTALLATION SHALL BE IN COMPLIANCE WITH MANUFACTURER'S SPECIFICATIONS. WRAP TO BE PROVIDED d INSTALLED BY G.G. 0. THE GENERAL CONTRACTOR SHALL INSTALL HOOD SYSTEM PROVIDED BY McDONALD'S. THE HOOD SYSTEM SHALL INCLUDE, BUT I5 NOT LIMITED T0, THE HOOD, THE HOOD -TO -DUCT TRANSITION, THE DUCT -TO -FAN ADAPTER PLATE, CLOSURE PANELS, M. THE CONTRACTOR MAY ORDER THE HOOD AND TRIM FROM THE FOLLOWING SUPPLIERS: H d K DALLAS (214) 616-3500 FRANKE CONTRACT GROUP (1-888) 4FRANKE P. THE GENERAL CONTRACTOR SHALL PLACE THE FREEZER/COOLER CONDENSER ON THE ROOF. THE ELECTRICAL CONTRACTOR I5 TO MAKE THE ELECTRICAL CONNECTIONS. REFRIGERATION CONNECTION AND CERTIFIED STARTUP TO BE PERFORMED BY KITCHEN EQUIPMENT SUPPLIER. Q. THE REMOTE CONDENSIN6 UNIT WITH LINESET5 SHALL BE PROVIDED BY OWNER ORDERED THRU K.E.S. AND INSTALLED BY 6.C. R. THE CONTRACTOR SHALL CONSTRUCT AND INSULATE ALL HVAG DUGT5 AS PER WAL-MART 5PECIFIGATIONS WITH THE EXCEPTION OF THE 6RILL/FRYER EXHAUST DUCT, WHICH SHALL FOLLOW THE SPECIFICATIONS STATED ON THIS SHEET. PLAN NOTES: 1. ALL DIMEN5ION5 ARE TAKEN ARE TO FACE OF WALL FINISH. 2. THE GENERAL CONTRACTOR SHALL STUDY THE MECHANICAL ROU6H-IN PLAN PREPARED BY MCPONALD'5 BEFORE INSTALLING ANY BA5E5,5LA13 POURING, ERECTING UTILITY GHA5E5 OR PROVIDING FOR ANY INSTALLATION CONNECTED WITH THE KITCHEN EQUIPMENT. 3. THE MBGHANIGAL CONTRACTORS ARE TO EXAMINE FIXTURE LEGENDS AND RELATED MI56f9 LANEOUS DETAILS BEFORE PROCEEDING WITH ANY ROUGH -IN WORK. 4, ALL MECHANICAL PLUMBING AND ELECTRICAL WORK 5HALL COMPLY WITH ALL APPLICABLE LOGAL,STATE AND HEALTH CODES AND RESTAURANT COMMI55ION. 5. ALL EQUIPMENT SHOWN OR INDICATED ON PLAN SHALL CONFORM WITH LATEST N.5.F.5TANDARD5,N.F.P.A.RE6ULATION5 AND LOCAL BUILDING CODE5. 6. ALL DIMENSIONS SHOWN ARE FROM FINISHED WALL5,FLOOR5,OR BASES, MECHANICAL CONTRACTORS SHALL MAKE ALL NECESSARY DIMENSIONAL ALLOWANGE5, 7. EQUIPMENT REQUIRING f3EGTRIGAL POWER TO OPERATE, (FINAL CONNECTION, WIRIN6,HOOK-UP,ETG.)5HALL BE DONE BY THE ELECTRICAL CONTRACTOR. 8. THE ENTIRE REFRIGERATION SYSTEM SHALL BE WIRED AND CONNECTED BY THE ELECTRICAL CONTRACTOR AS DIREGTED BY THE KITCHEN EQUIPMENT SUPPLIER. a. EQUIPMENT VENTILATOR WIRING IS TO AN INTERLOCK SYSTEM PROVIDED AS PER McDONALD'S 5PEGIFIGATIONS. mismilm C MGDONALD'S KEY PLAN t� CL m 10 c`0 >WZ + mr. -0 a �o * J 4% 1+ C O L m cY y4�J t +; 0 o o 4 10 rY yy 4QK_ (D 4) a V N 0 C o p a� U1 OL a) U O a O 3 y E V0) N ■ a) y i 0 U O N V) 0O p O_ to L U ] V •"- a) C +� c C po -+. 0 O-p O a) t a) O ° ° O V +� 3 +C C UCL O o 2Dv°cycO � C � O V a) o a� m;; O ° o° CcW -a O N C C 3 =' !E N O— O •� O� V OV V � p c V O 0 C A --Ft- V X �W ♦w `J 'D C w p N 01 c ° E C N 0 V V fA O'C C O•- C t• Tp _ C.° L 0 a) -p �. Lp�0)� owa, a) 00-O ° a � � 00 0 0 L a N UO_ N L O C - O N0_°N°° 3ca�c'm C C '-' O z U L 3 C copvv.i. 7 y N 0.6 c�3` a) IyYLF ca4 c 0 ` _0 T U N N 7_c O LO �O N N O 00 00 aNi o aa°i-v o ua. a)� c ram- a(D aain Q m U m � O �\ WO � �� N ry m z LY (S3 1L Q c IV � J c) i (N P001598 mm MECHANICAL PLAN V_ m N 1 O J 2 0 12" W.G. GAS PRESSURE PIPE DOWN FROM PRESSURE REGULATOR ON ROOF i i/2 t 3/4-4 1 1/2 4 I I TWO GAS/ELEC. 2 CLAM GRILL 1 CLOTHES DRYER i 3-VAT FRYER 22 MBH 310 MBH 6" DIRT LEG (TYP) O GAS COCK O2 AUTOMATIC GAS SHUT-OFF VALVE PART OF AN5UL PACKAGE CAS RISER D I A6RAM NOT TO SCALE GAS PIPE TOTAL EQUIVALENT LENGTH: 100 FEET TOTAL GONNEGTED GAS LOAD: 532 MBH GAS PIPING 55 UNDER SLAB SANITARY 5E;NER PIPING GW UNDER SLAB GREASE WASTE PIPING — — — — — — — — VENT PIPE - - —COLD WATER PIPING - - 110° HOT WATER PIPING - - - 140° HOT WATER PIPING — — SLEEVE IN OR BELOW SLAB — • — • — • — — — OVERHEAD LINES Q PIPE OR SLEEVE THRU SLAB ® FLOOR DRAIN ® GLEAN OUT QM FLOOR SINK 0 PIPE UP/DOWN N CHECK VALVE III BALL VALVE ® THERMOSTAT IG MIXING VALVE K. E. 5. KITCHEN EQUIPMENT SUPPLIER F. B. O. FURNI5HED BY OTHERS FLOOR SINK GRATE 3'-0" 6'-O" eo, 3'-O" SEE STRUGT. DW65. FOR SLAB THK. 1/2" QUARRY 3'-0" TILE SLOPE Lu 1/2"PER J 6" N a------- *0-- SLOPE SLOPE 0 0 0 0 o a QWQ GOMPAGTED SAND O N SECT I ON A -A 3" PIPE PLAN FLOCK SINK DETA I L NOT TO SCALE MGDONALD' S FLUMB I NCB FIXTURE SCHEDULE BY TAG MANUFACTURER MODEL ACCE55ORIES COMMENTS ROUGH -INS unr mini n cem %ter PG M5-1 FIAT MSB-2424 FAUCETRAPs $ . -P-TRAP FAUCET KITH INTEGRAL vACUIM BREAKER 3/4' 3/4" 3" 2' PG H5-1 ELKAY 1i16-2 T RD FAUCET STANDARD FAUCETsCHICA60 FAUCET No. 631 RIM HEI6HTs 34" A.F.F. STAINLESS STEEL SENSOR FAUCETsCHICA60 FAUCET No. 553 (OPERATOR EXTRA) SENSOR FAUCET REWIRE5 A C41CA00 #11? 1"I1� NK ET cSJPPLIE5/STOPSs T45 BRASS B-1305(FLEXIBLF) 24 Y TRANSFORMER - TRANSFORMER ORDERED 1/2' 1/2' 2" 2' TRAPsi 1/4'P-TRAP STRAINER$CHICA60 FAUCET No.331 6RID SEPARATELY (ONE PER SINK). TRANSFORMER TRAP HRAPs BROGAR C-500-RSH CARRIERS ZURN Z-1225 INSTALLED BY ELECTRICAL CONTRACTOR. KES KS- 1 3-COMPARTMENT PART OF FAUCETs INTE6RAL PART OF UNIT SUPPLIES/STOPS$ T45 BRASS B-1305(FLEXIBLE) PLUMB. CONTR. TO PROVIDE AND INSTALL SUPPLIES/STOPS, TRAP,tDRAIN CONNECTIONS. SCULLERY SINK KE5 PACKAGE SINK TRAP$ 1 1/2' P-TRAP OR INDIRECT PLUMB. CONTR. ' INSTALL FAUCET t DRAIN 3/4' 3/4' 3' 2' PROVIDED WITH THE SINKS (BY KEW . PG DRAINS BASKET TYPE-INTE6RN_ PART OF UNIT KES TO PROVIDE AND PLACE SINKS. MPM WM-1 SPEED -QUEEN EA-2020 6UY 6RAY 5-150 SPACE SAVER BOX PLUMB. CONTR. TO PROVIDE AND INSTALL (2) 3/4' PISTON TYPE HATER HAMMER ARRESTORS 6UY 6RAY BOX t HATER HAMMER ARRESTORS OKNER/OPERATOR TO PROVIDE AND PLACE 3/4" 3/4' 2" 2' PG =_= CLOTHES HASFER. ABBREVIATION LEGEND: KE5 - KITCHEN EQUIPMENT SUPPLIER 55I - 500A SYSTEM INSTALLER MPM - MGDONALD'S PROJECT MANAGER PG - PLUMBING CONTRACTOR VT-R `� -3" —I— i `•N, L 2' i HS-1 ( 2 HAND L SINK ,�// � ( `a� i ( N. � �`I�� r2 I I �2n ``�•l� i.// HANDL i SINK ( MoPONALD'5 4" FCO 3-COMPS I NK �. 2q ' T_ M \ 4" WASONG i r-2" i �2q 3' MACH ISINK , 2q MOP �� �■ 3' FP-5 V 3 AT SELF SERVE 2 4" SANITARY SEWER FROM OVAL -MART RETAIL SPACE. NOTE: PROVIDE A TRAP PRIMER FOR EVERY MGDONALD'5 FLOOR DRAIN/FLOOR SINK. CONNECT TO NEAREST WATER SOURCE. i L 2 4" AT COOLER/ FREEZER 3" 4" 4" FCO 4" 4" GREASE WASTE TO MINIMUM 1000 GALLON GREASE TRAP (FBO) . 1-1/2" GAS PIPE DOWN 9 FEET TO GRILL/FRYER. 3" VTR 4" UNDERSLAB SANITARY SEWER FROM OVAL -MART RETAIL SPACE. FLUXE3INO FLOOR PLAN 1/4" = 1'-0" KITCHEN EOUIPMENT ? IN I REC7 F I F IN& DATAIL NO SCALE CONNECT NEW 1-1/2" 140° HW TO VALVED HW STUB. \ FIELD VERIFY EXACT CONNECTION LOCATION. 1/2' ` 1 ` CONNECT NEN 1-1/2" GW TO VALVED GW STUB. FIELD VERIFY EXACT -1 1/2' CONNECTION LOCATION. HANDSINK sal lit" �I, /2" ' � t \`� 1 3/4' HS-1 �14 '1/4" HANDSINK 3/4' 3/4' THERMOSTAT I G TEMPER ING/ANTI-50ALD 3/4". ' M I X I NG VALVE." - SET AT 110°F, MGDOPNALD'S 3-COMP SINK WM-1 WASHING �4' 81 MACHINE MS-1 MOPSINK t 4" SANITARY SEWER TO w sf l�A �.' T A N, � Vr=N7 � I AVRAY OVAL -MART RETAIL SPACE. NO SCALE NOTE: 5EE OVAL -MART PLUMBING PRANIN65 FOR FLOOR DRAIN 50HEPULE NO SCALE 3/4" STAINLESS STEEL REDUCED PRESSURE BAGKFLOW PREVENTOR A55EMBLY. ALL PIPING DOWNFLOW OF THE BACKFLOW PREVENTOR SHALL BE EITHER STAINLESS STEEL OR PLASTIC. /4 q COPPER SHALL NOT BE ALLOWED. McDONALD'S SODA SYSTEM PLUMBING NOTES: CONNECT NEW 1-1/2" CW d 140" HW TO VALVED STUBS. FIELD VERIFY EXACT CONNECTION LOCATION CONNECT NEW 1 1/2" NATURAL GAS PIPE TO VALVED STUB, FIELD VERIFY EXACT LOCATION. A. PLUMBING CONTRACTOR SHALL EXECUTE ALL WORK 50 THAT IT PROCEEDS WITH A MINIMUM OF INTERFERENCE WITH OTHER TRADES. B. VERIFY EXACT ROUGH -IN AND FINAL EQUIPMENT REQUIREMENTS WITH ROU6H-IN DRAWINGS PROVIDED. C. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL CONNECTIONS TO PLUMBING FIXTURES AND KITCHEN EQUIPMENT. THI5 INCLUDES, BUT IS NOT LIMITED TO, FURNISHING AND IN5TALLING ALL TRAPS, DRAINS, AND SUPPLIES WITH STOPS. D. THE PLUMBING CONTRACTOR SHALL VERIFY THAT ALL PIPING, AS SHOWN ON THESE DRAWINGS WILL NOT CONFLICT w/ ANY DRAINS, SCUTTLES, JOINTS, VENTS, EQUIPMENT, ETC. E. COORDINATE ROUTING AND LOCATIONS OF WASTE AND VENT PIPING WITH ALL OTHER TRADES. F. THE PLUMBING CONTRACTOR SHALL COORDINATE w/ THE GENERAL CONTRACTOR AND OTHER TRADES, ALL REQUIRED OPENINGS AND EXCAVATIONS. ALL REQUIRED OPENINGS IN FOUNDATIONS, FLOORS, WALLS, AND ROOFS SHALL BE DESIGNED INTO THE STRUCTURE INITIALLY BY THE USE OF SLEEVES, CURBS, ETC. CUTTING AND PATCHING SHALL BE HELD TO A MINIMUM. G. ALL ITEMS PROJECTING THROUGH THE ROOF SHALL BE FLASHED A MINIMUM OF 12, ABOVE THE ROOF, ALL VENTS SHALL BE A MINIMUM OF 10'-0" FROM ANY OUTSIDE AIR INTAKE. H. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTING WATER SUPPLY TO THE COFFEE MAKERS, TEA BREWERS AND ICE MACHINES. INSTALL ADDITIONAL BAGKFLOW PREVENTION DEVICES AS REQUIRED BY LOCAL CODES. I. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDENSATE DRAIN PIPING AND FITTIN65. INSULATE ALL CONDENSATE DRAIN PIPING AND FITT•IN65 INSIDE THE BUILDING WITH 1/2' 'ARMAFLEX' PIPE INSULATION, J. POT SINKS AND SALAD 5INKS TO BE ANCHORED TO WALL AND SEALED w/ 51LIG0NE CAULKING K, INSTALL AUTOMATIC 6AS SHUT-OFF SOLENOID VALVE (FURNISHED BY ANSUL) IN 6AS LINE TO 00OKIN6 EQUIPMENT. INTERLOCK WITH HOOD FIRE SUPPRESSION SYSTEM. VERIFY REQUIREMENTS WITH HOOD SUPPLIER. INSTALL UNIONS AT THE 50LENOID VALVE. L. QUICK DISCONNECTS AND FLEXIBLE LINES FOR THE 6AS KITCHEN EQUIPMENT SHALL BE PROVIDED BY THE KITCHEN EQUIPMENT CONTRACTOR. SHUT OFF COGK5 (PROVIDED BY PLUMBING CONTRACTOR), QUICK DISGONNEGN TS AND FLEXIBLE LINES SHALL BE INSTALLED BY THE PLUMBING CONTRACTOR. SAFETY GABLES SHALL BE INSTALLED FOR 6AS AND WATER EQUIPMENT ON HHEEL5. M. PROVIDE DI -ELECTRIC COUPLINGS AT ALL DISSIMILAR METAL PIPE CONNECT ION5. N. PROVIDE HATER HAMMER ARRESTORS AT EACH FIXTURE OR GROUP OF FIXTURES. 0, PROVIDE VACUUM BREAKER5 AT FIXTURES w/ H05E THREAD CONNECTIONS AND APPLIANCES w/ DIRECT CONNECTIONS TO DOMESTIC HATER. P• COORDINATE ROUTING AND LOCATION OF PIPING WITH DUGTNORK, LIGHTS, AND STRUCTURE. PIPING SHALL RISE, J06 OR OFFSET AS REQUIRED TO AVOID CONFLICTS. MODIFICATION OF INSTALLED PIPING TO RE50LVE CONFLICTS ARISING FROM LACK OF COORDINATION SHALL BE DONE BY THE PLUMBING CONTRACTOR AT NO EXPENSE TO THE OWNER. Q. ALL DESIGNATIONS FOR K.E.S. = KITCHEN EQUIPMENT SUPPLIER FOR APPROVED EQUIPMENT AND I5 CONTRACTED BY McDONALD'S OWNER/OPERATOR TO SUPPLY KITCHEN EQUIPMENT AND/OR INSTALLATION OF EQUIPMENT, T W 4" UNDER5LAB GREASE WASTE TO GREASE TRAP ( FBO) . 4" UNDERSLAB SANITARY SEWER TO OVAL -MART RETAIL SPACE. DRAIN INDIRECT CONDENSATE FROM FREEZER/COOLER EVAPORATORS TO ADJACENT FLOOR DRAIN/FLOOR SINK. co d N cti 6ENERAL_ NOTESo �,WZAS m d 2 cJ 1. ALL DIMENSIONS SHOWN ARE TAKEN TO FACE OF WALL FINISH. .a: 0 do ,_ Y 2. THE PLUMBING CONTRACTOR WILL PURGE ALL WATER AND GAS LINES BEFORE � FINAL CONNECTION. Q V N o 3. THE PLUMBING CONTRACTOR WILL TERMINATE ALL WATER AND GAS ROU6H-INS WITH SHUT-OFF VALVES BEFORE CONNECTING TO KITCHEN EQUIPMENT 0 AND RELATED FIXTURES. o �, 4. ALL OVERHEAD GAS LINES TO TERMINATE ABOVE CEILING AND EXTENDED TO o O ■� N ui o TO EQUIPMENT DURING EQUIPMENT INSTALLATION. 0 v Q c 0- 2 5. THE PLUMBING CONTRACTOR SHALL EXTEND ALL FILTERED GOLD WATER LINES N Q O E N .V• Q. C N FROM FILTER ON SODA FACTORY. _ ° O N C L p 0--_2 °'` 0 6. THE PLUMB I NG CONTRACTOR SHALL EXTEND ALL CONDENSATE AND I ND I REGT o0 C O_� - p O 0 00 �• '3 . c � p DRAIN5 ON THE EQUIPMENT TO THE FLOOR DRAIN5 IN A55XIATED LOGATION5. u � o 0 0 0 0oc 1. ALL CONTINUOUS SLEEVES TO HAVE LONG SWEEP ELBOWS. o � o o a t_- 3. ALL SLEEVES IN SLAB TO TERMINATE AT 1 ' A. F. F, UNLESS OTHERWISE SPECIFIED. O O O c 0a1EQ) o00 o o .. 0 0 L V C X O N C O C N p+�+O+U N N N p N V E C N p V � C - N C O'C O '� V C O VO L T s! O 0 o�aoaa U 2- 0 co �c)'ooao O N0 Cv+ 3 c ID 0' c o_ 0:5 v� p 7 0 + 0 O N o U O 0 N 0-6 3 N �' N C N . o � "2 2 � >, U U V L N 7 •� • +• 7 N .� 0 0 0 0 0 o v r_ 00.0)oa015 L U L V O a)O .� a F- Q� 0_0D �2 C in } AO N` �D --r " m lid e z (3 LL 1 CL I � � N dz �4+l�-- MG DOINALD ' S KEY PLAIN Q- P0015g8 mm:2 FLOOR PLAN VIF=Ver^fy nFeld PG = Plumbing Contractor PLUMBING SCHEDULE �Im TAG # QTY DESCRIPTION 6AS TYPE 6AS BTU 6AS SIZE HW CA MISO PLB6 H6T AFF DRAIN REQUIREMENT5 3 REMARKS 021,05P1 1 COFFEE BREi^IER -SOFT HEAT -SINGLE - - - - - 1/2" TREATED SEE RMKS - -BEY INSTALLER TO C" Ci LINE LOCAL GORES PERMITTIN6 02a.O1P2 I SODA TONER - GOLD PLATE - _ _ _ _ - 6" PVC, CONDUIT SEE RMKS - ABOVE CEILIN6 FROM 5012A SYSTEM - TERMINATE AT CHASE 8 VALVE -LEVER CONTROL. 02a.O1P3 1 SODA TOWER - GOLD PLATE - 8 VALVE - LEVER CONTROL _ _ _ _ - 6' DRINK COND. SEE RMKS - ON CHA5E FROM SODA SYSTEM - BE1lERA6E INSTALLER TO MAKE FINAL CONNECTIONS LOCAL GORES PERMITTING 033.03P2 1 $0DA SYSTEM PACKAGE B.I.B. _ _ _ _ _ 6" PVC CONOUI SEE RMKS - OVERHEAD TO SODA TOWER CHA5E(5) - SUPPLIED BY PG COUNTER ELECTRIC - 1 TOWER) 033.03P3 1 SODA SYSTEM PACKA6E B.I.B. (COUNTER ELECTRIC - I TOWER) _ _ _ - - 6' DRINK COW. SEE RMK5 - OVERHEAD TO SODA TOWER CHASE S) - BEVERAGE INSTLLER TO MAKE FINAL CONNECTIONS LOCAL CODES PERMITTING 033.03P4 1 SODA SYSTEM PACKA6E B.I.B. (COUNTER ELECTRIC - 1 TOWER) _ _ _ - 3/4' - 3'-6" - PG TO MAKE CONNECTION FROM WALL LOCATION TO SODA SYSTEM (VERIFY HEIGHT IN FIELD) 033.03P5 1 SODA SYSTEM PACKA6E B.I.B. (COUNTER ELECTRIC, - 1 TOWER) _ _ _ _ - 1/2" TREATED SEE RMKS - FLEX LINE OVERHEAD TO ICE MAKER CHASE - BEVERAGE INSTALLER TO MAKE FINAL CONN LOCAL CODES PERMITTING 033.03P6 1 ��- pDA SYSTEM PACKA6E B.I.B. (COUNTER ELEGTRIG - 1 TOWER) - - - - - l/2 TREATED SEE RMKS - FLEX LINE OVERHEAD TO BEV STATION FOR COFFEE MAKER(S) _BEVERAGE INSTALLER TO MAKE FINAL CONN, LOCAL CODES PERMITTI 03a.01P2 1 ICE MACHINE - -100 LB. - - - - - 1/2• TREATED _ _ FLEX LINE OVERHEAD FROM SODA SYSTEM - BEVERA6E INSTALLER TO MAKE FINAL CONNECTIONS LOCAL CODES PERMITTIN6 03q,01P3 1 ICE MACHINE - -100 LB. - - - - - REFRI6 LINES - - PRE -CHARGED REFRIGERATION LINES OVERHEAD FROM REMOTE CONDENSING UNIT EXTEND (1) 6AS LINE ON CHASE AFTER EQUIPMENT ITEM(5) 065.01PI 1 3-VAT FRYER - 6A5 - F/F/5 - 240,000 1' - - _ _ _ INSTALLED EXTEND (1) 6AS LINE ON CHASE AFTER EQUIPMENT ITEMS) Oa6.05PI 1 36" GLAMSHELL 6RILL -6AS/ELECTRIC, - -70,000 1" - - - _ _ INSTALLED 151.01P1 1 WORK SINK- 3 COMPARTMENT- 62' WIDE - - - - - 3'WA5TE 2"VEN - - PG MAKES FINAL CONNECTIONS WENT PER LOCAL CODE 151.01P2 1 WORK SINK- 3 COMPARTMENT- 62' WIDE - - - - - - - 1 1/2" PG TO MAKE FINAL CONNEGTION5 PER LOCAL CODE 151.01P3 1 WORK SINK- 3 COMPARTMENT- 62" WIDE - - - 3�D 3/4" - 19-6. - PG MAKES FINAL CONNECTIONS PER LOCAL CODE 3/4" CONDENSATE DRAIN LINE W/RETURN BEND 4 TRAP-SUPP. BY 1'15.1OPI 1 COOLER EVAPORATOR - AIR-COOLED - - - - - 3/4" LINE - _ REFRI6. CONTRACTOR OPENING FOR 3/4" CONDENSATION DRAIN LINE -SEALED WEATHER 115.1OP2 1 COOLER EVAPORATOR - AIR-COOLED - - - _ _ _ _ _ TIGHT BY 60 RUN TO REMOTE CONDENSING UNIT -INSULATE FULL RUN 1?5.1OP3 1 COOLER EVAPORATOR - AIR-COOLED - - - - - REFRI6 LINES - _ LENGTH -INSTALLED BY REFRI6. CONTRACTOR 3/4" CONDENSATE DRAIN LINE W/RETURN BEND d TRAP-SUPP. BY 1-76.1-7Pl 1 FREEZER EVAPORATOR - AIR-COOLED - - - - - 3/4' LINE - _ REFRI6. CONTRACTOR OPENING FOR 3/4" CONDENSATION DRAIN LINE -SEALED WEATHER 1'16.1-IP2 1 FREEZER EVAPORATOR - AIR-COOLED - - - - _ _ _ _ TIGHT BY 6C 116.1'1P3 1 FREEZER EVAPORATOR - AIR-COOLED - - - - - REFRI6 LINES - - RUN TO REMOTE CONDENSING UNIT -INSULATE FULL RUN LENGTH -INSTALLED BY REFRI6. CONTRACTOR 223.06P1 1 STACKED WASHER/DRYER - 6AS - - - 3�D 5/4' - 4'-O" 3" DRAIN - 223.06P2 1 STACKED WA5HER/DRYER - 6A5 - 22,000 3/8' - - - 6`-O" - - -100,02P1 1 MOP SINK - - - 3/4' 3/4" - 21-8" 3" DRAIN 3' WA5TE DOWN NV 2" VENT UP - HW =140 DE6REE5 'IOO.O5P1 2 HAND SINK - - - 1/2" - - SEE RMKS 2 1/2' D 2,_WASTE o 1`-3" AFF WITH 1 1/2' VENT UP - WATER LINES 1 10 - HK =110 DEGREES "101.IOP1 3 3" FLOOR DRAIN WITH FUNNEL - - - - - 2" VENT - 3' DRAIN SEE PLUMBIN6 SPECIFICATION LE6END FOR ADDITIONAL INFORMATION I MC, = M hanfoal Contractor 1 MAN I L SCHEDULE i TA6 # QTY DESCRIPTION MODEL HOOD L.(5TH FILT# FILTER AREA UL EXH REQ ACTUAL EXH NER LI5T FILTER VEL DUCT 5IZE DUCT VEL REQUIREMENTS d REMARKS O-ilt . 15M 1 1 UNIVERSAL EXHAUST HOOD (R. H .) 6A9 UH-106 106 5/4 4 1000 50 IN 1417CFM 14-15OFM NER-320 256FPM 12" 15-18FPM HOOD TO BE INSTALLED BY KES 223.O6M1 1 WASHER/DRYER - 6AS STACKED - - - - _ _ _ _ 4" VENT - VENT TO BE RI6IP ALUMINUM OR 6ALVANIZED STEEL r PLIJM5 I N6 4 MEGHAN I GAL ROUGH- I N PLAN GENERAL NOTES: 1. ALL DIMEN5ION5 SHOWN ARE TAKEN TO FACE OF WALL FINISH. 2. THE PLUMBIN6 CONTRACTOR WILL PUR6E ALL WATER AND 6AS LINES BEFORE FINAL CONNECTION. 3. THE PLUMBIN6 CONTRAGTOR WILL TERMINATE ALL WATER AND 6AS ROU6H-INS WITH SHUT-OFF VALVE5 BEFORE GONNEGTIN6 TO KITCHEN EQUIPMENT AND RELATED FIXTURES. 4. ALL OVERHEAD 6A5 LINES TO TERMINATE ABOVE CEILIN6 AND EXTENDED TO TO EQUIPMENT DURING EQUIPMENT INSTALLATION. 5. THE PLUMBIN6 CONTRAGTOR SHALL EXTEND ALL FILTERED COLD WATER LINES FROM FILTER ON SODA FACTORY. 6. THE PLUMBIN6 CONTRACTOR SHALL EXTEND ALL CONDENSATE AND INDIRECT DRAINS ON THE EQUIPMENT TO THE FLOOR DRAINS IN A550GIATED LOGATION5. 1. ALL GONTINUOU5 SLEEVES TO HAVE LONG SWEEP ELBOWS. 8. ALL SLEEVES IN SLAB TO TERMINATE AT 1'A.F.F.UNLE55 OTHERWISE SPECIFIED. 0 fl MGDONALD ' S KEY PLAN O H CL QL 0 m -W CL V) a N . _ I- -o Ln « Z y L s4.0 �oo ;,_ �+ N o Q t� N O L O O o 3 N U N cV oava U 2 E .- C � N N , o L °�=vac- p C O c N O N O 'p_-p p p c O O O C p O U U 3 0 p Cp C V ° c o t C° S] .« O �" C y :_. ° ° V N o oc 0 O � N O - N'� C` V U F' OU c Ox O O C_ 'p C ' v�0- `O N c � C O N O :�. � � N � N ° N V V 1= N p Oc ' c V 0 U N C T O O O O N 10 o V) w COLO O_ N U U° Sc O ° 3 c y c 0 Cc: °n' p3 Qt O o o p p'`�' �♦ V �0 O N N ° C 3 }ryx7 IL +J N O c N 'o O O O � O.O ® U T U N N 3 a�°o°oCoa a� -o0 aa° L cW)4Oa) H CL O_0D Lam' C A \ tu � �r c< 5 m Z 0 Ui N D_ i W 0(s) lCL Poo15(18 MM5 FLOOR PLAN 1 1Z THE ELECTRIGIAN SHALL COMPLETE THE BELOW GHEGKLIST TO VERIFY COMPLIANCE WITH MGDONALD'5 5PEG I F I GAT I ON5. START HERE U VISUALLY INSPECT THE MAIN ELECTRICAL PANEL (MDP) yes no IN THE MAIN PANELS ❑ ❑ 1. I5 AN EQUIPMENT 6ROUND BAR INSTALLED SUCH THAT IT IS ELECTRICALLY GONNEGTi=D TO THE PANEL? ❑ ❑ 2. DO ALL NEUTRAL CONDUCTORS TERMINATE ONLY TO THE NEUTRAL BAR? ❑ ❑ 3. DO ALL EQUIPMENT 6ROUND CONDUCTORS TERMINATE ONLY TO THE EQUIPMENT 6ROUND BAR? ❑ ❑ 4. DOES THE ISOLATED 6ROUND CONDUCTOR (6REEN W/YELLOW STRIP) TERMINATE ON THE EQUIPMENT 6ROUND BAR? ❑ ❑ -1. I5 A SURGE PROTECTOR INSTALLED THAT COMPLIES WITH MCDONALD'S 'TV55 INSTALLATION GUIDE' OR DETAIL? ❑ ❑ 8. ARE ALL ELECTRICAL CONNECTIONS (WIRIN64BUSIN(5) PROPERLY TI6HTENED? ❑ ❑ cl. ARE ALL CIRCUIT BREAKERS CLEARLY LABELED? 8) VISUALLY INSPECT THE ELECTRICAL PANEL THAT POWERS POS yes no IN THE P05 SUI3PANEL (AP-2 OR CP)s ❑ ❑ 1. IS AN EQUIPMENT 6ROUND BAR INSTALLED SUCH THAT IT I5 ELECTRICALLY CONNECTED TO THE PANEL? ❑ ❑ 2. IS AN ISOLATED 6ROUND BAR INSTALLED SUCH THAT IT IS ELECTRICALLY INSULATED FROM THE PANEL? ❑ ❑ 3. DO ALL NEUTRAL CONDUCTORS TERMINATE ONLY TO THE NEUTRAL BAR? ❑ ❑ 4. DO ALL EQUIPMENT 6ROUND CONDUCTORS TERMINATE ONLY TO THE EQUIPMENT 6ROUND BAR? ❑ ❑ 5. DO ALL ISOLATED 6ROUND CONDUCTORS (6REEN W/YELLOW STRIP) TERMINATE ONLY TO THE ISOLATED GROUND BAR? ❑ ❑ 6. ARE ALL ELECTRICAL CONNECTIONS (WIRIN63BU5IN6) PROPERLY TI6HTENED? ❑ ❑ -1. ARE ALL P05 CIRCUIT BREAKERS ON THE SAME PHA ❑ ❑ 8. ARE ALL CIRCUIT BREAKERS CLEARLY LABELED? ❑ ❑ q. DO ALL P05 CIRCUIT BREAKERS HAVE A LOCKIN6 MECHANISM ON THEIR HANDLES TO PREVENT THEM FROM BEING SHUT OFF BY MISTAKE? ❑ ❑ 10. DOES THE FEVER CIRCUIT FOR THIS SUBPANEL CONTAIN PHASE, NEUTRAL ONE EQUIPMENT 6ROUND AND ONE ISOLATED 6ROUND CONDUCTORS THAT ARE PROPERLY TERMINATED? (SEE POS ISO 6ND/DED CKT DETAIL) VISUALLY INSPECT THE REMAINING ELECTRICAL SUBPANELS yes no IN THE REMAININ6 SUBPANELS: ❑ ❑ 1. I5 AN EQUIPMENT &ROUND BAR INSTALLED SUCH THAT IT IS ELECTRICALLY CONNECTED TO THE PANEL? ❑ ❑ 2. DO ALL NEUTRAL CONDUCTORS TERMINATE ONLY TO THE NEUTRAL BAR? ❑ ❑ 3. DO ALL EQUIPMENT 6ROUND CONDUCTORS TERMINATE ONLY TO THE EQUIPMENT 6ROUND BAR? ❑ ❑ 4. ARE ALL ELECTRICAL CONNECTIONS (WIRIN63BUSIN6) PROPERLY TI6HTENED? ❑ ❑ 5. ARE ALL CIRCUIT BREAKERS CLEARLY LABELED? ❑ ❑ 6. DOES THE FEEDER CIRCUIT FOR THIS SUBPANEL CONTAIN PHASE, NEUTRAL AND ONE EQUIPMENT GROUND CONDUCTORS THAT ARE PROPERLY TE RM I NATED? O VISUALLY INSPECT THE P05 BRANCH CIRCUITS yes no IN THE POS BRANCH CIRCUITSs ❑ ❑ 1. ARE THE P05 BRANCH CIRCUITS ROUTED IN THEIR OWN CONDUIT BY THE M5ELVE5? ❑ ❑ 2. IF THE POS BRANCH CIRCUIT I5 ROUTED ABOVE &RAPE, IS IT IN A METALLIC CONDUIT? ❑ ❑ 3. DOES EACH POS BRANCH CIRCUIT CONTAIN: ONE PHASE (BLACK COLORED INSULTATION) ONE NEUTRAL (WHITE COLORED INSULTATION) ONE EQUIPMENT 6ROUND (6REEN COLORED INSULTATION) ONE ISOLATED 6ROUND (6REEN W/YELLOW STRIP COLORED INSTLTATION) ❑ ❑ 4. DO ALL P05 BRANCH CIRCUITS TE RM I NATE AT E I THE R AN I 64'100, I64110, 165262 RECEPTACLES OR ANY COMBINATION OF THESE? ❑ ❑ 5. ARE ALL ELECTRICAL TERMINATIONS TO I6 RECEPTACLES MADE WITH SOLID #12 AW5 WIRE CAPTURED AROUND THE SCREW BARREL AND SUITABLY TI6HTENE17? ❑ ❑ 6. ARE ALL BRANCH CIRCUIT CONNECTIONS PROPERLY TIGHTENED? ❑ ❑ '1. ARE THE CORRECT AMOUNT AND TYPE OF I6 RECEPTACLES PROVIDED AS 5HOWN IN THE ELECTRICAL ROU6H-IN PLAN, NOTES AND INFORMATION? ❑ ❑ 8. DO ALL Pos RECEPTACLES HAVE ORANGE "COMPUTER ONLY" C.OVI3n ATES? ❑ ❑ q. DO ALL POS BRANCH CIRCUITS COMPLY WITH THE "PO5 3 COD ISOLATED 6ROUND/DEDICATED CIRCUIT DETAIL? REWORK ELECTRIC, ARE &LL NO SYSTEM TO BRIN6 BOA C fEC r-D I NTO COMPL I ANCE WITH MCDONALD'5 .. ? SPECIFICATIONS Mp THE PURPOSE OF THIS PRANIN6 IS TO PROVIDE A GHEGKLIST AND VISUAL 6UIPE SO THE INSTALLIN6 ELEGTRIGIAN GAN VERIFY HIS 1NORK IS IN GOMPLIANGE 1NITH MGPONALP'S SPEGIFIGATIONS THAT ARE GRITIGAL TO THE PROPER FUNGTIONIN6 OF OUR POINT OF SALE (POS) GOMPUTER SYSTEMS ELECTRICIAN, YOUR WORK IS NOT CONSIDERED AS MEETING MCDONALD'5 SPECIFICATIONS UNTIL THE INSTALLED ELECTRICAL SYSTEM SUPPORTS A "YES" ANSWER FOR ALL QUESTIONS ASKED. AS PART OF THIS PROCESS, THE ELECTRICIAN AND THE GENERAL CONTRACTOR WILL BE REQUIRED TO SIGN AN ELECTRICAL CERTIFICATION DOCUMENT INDICATING THAT THE INSTALLED ELECTRICAL SYSTEM MEETS MCDONALD'5 SPECIFICATIONS. DO NOT 5I6N THE ELECTRICAL CERTIFICATE UNTIL THE INSTALLED ELECTRICAL SYSTEM SUPPORTS A 11YE5" ANSWER FOR ALL QUESTIONS ASKED. NOT I GE ANY CHANGES MADE TO THE P05 ELECTRICAL SYSTEM AFTER THE CERTIFICATION PROCESS HAS BEEN COMPLETED SHALL REQUIRE SYSTEM RE -CERTIFICATION. CHAN6E5 SHALL NOT BE MADE TO THE P05 ELECTRICAL SYSTEM AFTER THE P05 EQUIPMENT HAS BEEN INSTALLED WITHOUT FIRST NOTIFYIN6 THE POS VENDOR. POS ELEGTRIGAL RISER DIA6RAM THIS RISER DIAGRAM SHOWS THE ELECTRICAL ROU6H-IN5 REQUIRED FOR A TYPICAL (NON-COMPRI5) POINT OF SALE (POW SYSTEM IN A FREE 5TANDIN6 2 BOOTH RESTAURANT. VERIFY ALL P05 ROU6H-IN5 AND MOUNTIN6 HEI6HTS WITH THE ELECTRICAL ROUGH -IN PLAN, NOTES AND INFORMATION DRAWINGS. ELECTRICAL PANEL THAT PCYER5 POS BRANCH CIRCUITS (TYPICALLY AP-2 OR CPI CEILIN6 CEILING -k NST_ THS I♦ I I�IFF 2W WIOREGS fACLE NCNITORS ARE R86'1)IRW AT FWNT OF PREP LINE 215.04 21a.00 E1 215.041[ ABOVE KITCHEN PREP LINE --� 221.01 I E! 221.0113 MANA6ER'5 OFFICE �O CEILING ' 216.00 E1 ABOVE HLZ TABLE 0 f� f\ I� tl f\ I\ f� f� f� ♦ \ I� I \ 215.00 El TYPICAL UNDER FRONT GOUNTER O L � w a c` m Taz :,60o m = R oY 0 O in li NO L.0 Q1 � -mg 1L 11 0 c 0 0 � � O Z` o v o o 3 a ■� a� m E a� N•o }� U a`c��o�a N a O N c :5 O o O O p o 0 O-oO p _ v. 3+ c U O O 0c 0 O C Li C 0 p LO O V, O a� c :. p O o O o°c Qa;� 0C C O.N p_IE N c,,�-�� p-p c EQ �l U Fes- x O p c L N � N � C L N C O O C p: _oQ) O C N N O U._V fA O 'C V pCj U C O C` T O o o p p a� o a " U)Z) °o U (Oj N LO_ O ON N L� O U O U -c- 60 O 3 u s O p o V p •L .- N 0 - N N O • p p (n N C N ® •D T 0. O N N 7 :1 � OQ)4 coO ov aa°aacW)0aaD X uj IT m O Q� dJ N I N � I �N I � � v ~ dz n I- (V I N 0- POOI5a8 ELEG CHECKLIST NO 0 Z 0 L, <z WCa D U-Z<Z< �-Zw 0 rxo —c Z- LLJ c3 w z < < Z Z CL ui ixpw -.4 v) w (6 ry- 0 ao —Q- of x w < uJ . V) 0 w4rD�!�5 w <0> z Li. (L < wa�ox < ow z EU:()Zlo )j-Q-wu-w 0 2 RzuLa a-ow�,Jw !",a, z o z o a. fLJ w LU 0 <Zz< ZV)Z,L-, 6(ru- Z W�c < Qw(n mwwo Q - D ui cr V) z � oa- CL D a E Z w il: VW4 ww o( 40-- v VA A z CHECKED BY: JNF DRAWN BY: JILD FILE NAME: PROTO CYCLE: 092801 DOCUMENT DATE: 1116011 41� FOUNDATION'. I 4 PLAN 'i #4 CONT WITH MATCHING CORNER BARS Z 4 ry m0 ry > wr u) N ANCHOR BOI TYP, 3-#3 TIES 8-#6 DOWEL STD. ACI HC BRACING F BE EARTH REF F FF EL _0�TO Cl, �1 3/4" _ 1,_0„ SECTION uol REF ARCH THREE SIDES, TYP + + #4 x 2'-0" AT 16" OC. CENTER - ON JOINT, TYP SET 12" INTO FLOOR SLAB AND GREASE OTHER END. DOWEL MUST BE LEVEL AND PERPENDICULAR TO SLAB JOINT \---- ASTM C-33 ##57 GRADED CRUSHED STONE OR SAND TO FROST DEPTH O'N P A STOU AT D " ON ut- "' R #4 x 32'-0" AT EA DOWEL N U #5 x 4' AT 24" O.C. c� luy I� o o) #3 TIES AT 24"OC 3-#6 CONT T & B REF FDN PLAN AND SCHEDULE FOR FTG SIZE AND REINF #5 CONT #4 x 4'-0" DOWELS _ 2'-0" AT 16" OC (3 MIN) "o REF FDN PLAN cv FOR SLAB THK REF FDN PLANi FF EL #4 CONT qV TOM EL CMU BOND BEAM WITH 1--#5 CONT REF CMU WALL REINF-- DIAGRAM REF ARCH FOR PAVING 4" ASTM C-33 #57 — GRADED CRUSHED STONE OR SAND PROVIDE HORIZ REINF - AS INDICATED IN CMU WALL REINF DIAGRAM, TYP REF ARCH FOR \_ STOREFRONT REF ARCH FOR REF ARCH PRECAST CONC SILL TOM EL #4 CONT 1, �y. #4 DOWELx2'--8" AT 2 -0 EXTEND DOWELS INTO- 6'-0" OC 8 THE CMU WALL. REF #4 DOWELx4 -0 WALL REINF DIAGRAM AT 6'-0" OC FOR SIZE AND SPACING 2'..-0" #4x10'-O> AT .EACH 2'--0" \ DOWEL .i REF FDN PLAN REF FDN PLAN SOLID GROUT ALL4 " CELLS BELOW GRADE " #4 AT 16" OC WITH — LEVELING MORTAR BED 4" ASTM C-33 #57 STANDARD ACI 90 BELOW FIRST COURSE GRADED CRUSHED DEGREE HOOK AS STONE OR SAND SHOWN -- REF FDN PLAN AND SCHEDULE #4 AT 12" OC HORIZ FOR FTG SIZE AND REINF REF FDN PLAN O� TOF EL REF TYP FOR INFO NOT SHOWN elf I ice.- t lk- �. 3" CLR L I.3° GLR 3" CLR 3" CLR 1'.-011* MC12x1 O.6 WITH 1 /2" DIA x4" HSA AT 12" OC TOOL JOINT AT EDGE OF CHANNEL (BY 4" MISCELLANEOUS METALS FABRICATOR) } \ 2-##4 WITH CORNER BARS CMU BEYOND ---- \-- #4x2'-6" AT 12" OC `I 1 REF FDN PLAN REF ARCH FOR-- FF EL BUMPER PAD -� 1 1 L3x3x1 /4 WITH 1 /2" DIA x4" HSA AT 18" Vo OC TOOL JOINT AT _ EDGE OF ANGLE (BY V_3„ MISCELLANEOUS �� METALS FABRICATOR} \ #4x2'-6" AT 12" OC tl \ ##4 CONT REF SECTION 6-S2 1'-0" FOR INFO NOT SHOWN _ (*) VERIFY DIMENSIONS WITH DOCK LEVELER MFR `E 0 F DO'K EDG 3/411 = 1'-011 W _ CONTRACTORS OPT ON rk REF ARCH TOM EL Vi - REF ARCH FOR METAL STUD FRAMING -BOND BEAM WITH 1-#5 CONT _ 8" CMU WALL WITH #4 AT 48" OC - #4 DOWEL MATCHING VERTICAL WALL REINF WITH STANDARD ACI 90 DEGREE HOOK AS SHOWN - ##4 AT 16" OC 1,l6" f" E �\ 2-#4 CONT WALL 1NTERINTERIORWALL SECTION REF ARCH BOND BEAM WITH --- 1-#5 CONT 1/2" EXP JT MATERIAL REF ARCH FOR PAVING BOND BEAM_ WITH --�` 1-#5 CONT DOWEL MATCHING VERT - WALL REINFORCING TERMINATE WITH STD ACI HOOK LEVELING MORTAR BED -- BELOW FIRST COURSE 4-#4 CONT T&B--- 3" CLR 10 SCREEN REF ARCH REF ARCH FOR DETECTABLE WARNING AREA CMU WALL BEYOND #4 CONTCHIN WITH \ 8" MATCHING CORNER BARS 4„ 4„ #4 AT 16" OC \� SLOPE / U-) SLAB TURN DOWN ON \ THREE SIDES, TYP + + #4 x 2'-0" AT 16" OC. CENTER - ON JOINT, TYP SET 12" INTO FLOOR SLAB AND GREASE OTHER END. DOWEL MUST BE LEVEL AND PERPENDICULAR TO SLAB JOINT ------ - CL OF TRENCH ( DRAIN AND FTG \-##4 AT 16" OC t -tN Uri Z rri 00 m ! 4-#4 CONT z z ! �- AT DRAIN r O i _ 3" CLR �4,CLR WIDTH OF NCH DRAT +1'-0" MIN r�H �D R�A �IN �D �ET I P / 4" TYP REF ARCHAi TO MASONRY EL s (108'-8' MAX) �- #6 AT 40" OC FULL GROUT UP TO TOP OF PAVEMENT 0 #5 @ 12" OC T&B i� U 3" CLR 3 6„ \-- SLIDING DOORS, \ REF ARCH \REF ARCH FOR �^ THRESHHOLD #5 CANT I - - #4 x 4'-0" DOWELS 2'-0" AT 16" OC (3 MIN) o REF FDN PLAN N I FOR SLAB THK REF FDN PLAN FF EL #4 CONT REF 1-S2 FOR INFO NOT SHOWN REF FDN PLAN TOF EL EMU �-------- CL OF TRENCH, TRACK AND j GROUT TO BE PROVIDED AND INSTALLED BY WAL--MART REF FDN PLAN FOR 2--#4 CONT TRENCH LOCATION rl E 3''3Tz #4 AT 16" OC 7 � � 1 `_ 0� 1-o 1'-6" 1,-0„ 3/4" = 1'-O" i L0 ~ CK (n Q = d Q 02 R'" z 1 ZN LLJ Q CL� cy pp0.4[�om Cl VSZ..-mil) ww0.�2n Uma In�?1+•�O�haW�w? - C} 3U0. W�Inw�QZoOZ �z0 a 4 q zv,z�r d,.i�-'aocn,=and p �h i-r.3 w¢ wzU�i��w16W'aaaw CE:m 0 nab og �a Dp z aIE1� ., °u C�2 1.11 .. 0 �7 I cr:) i Ld � O CIO a� CHECKED BY: JNF DRAWN BY: JLD FILE NAME: PROTO CYCLE: 092801 DOCUMENT DATE: 111601 Q j - - ____j - � I - - I __ - I . __ I - ___ _t - I __ � (12)11 I ____ - ---.---_- 1'-2" ' 10 3 4'- O" 1 33'-O" 1 48'- 0" IN 1 48'- 0" 9 !01 1 48'- 0" I I ( 7 ) _n53 -4" 48'-O" 1 48)-O)l A 48'- 0" m � I 48t-0'3 I- __ ____ - 11 48'-O" __ 9 N 1 I ___ I I - _j I I I ; -3 _3 _7> (0 0 ' I � � . n 0_4>­1 CD 0 0 EMBLY FURNISH 0 ­ - ui ;z I � I k - BREAK CO _�l_ -------------- Ill ______ - 0- mdahwI(0 (O -_- -4-S5 N -I.I-ISTEEL MEMBER BY WAL-YART FULLY GROUT A D. ____--_j -_ AT EJ RE114F O� E CELL ON EACH SID 1) (0" I OF CRANE SIZE BARS TO MAT H ---NOTE. DRAINLINE SHALL 116'-5 JZ4 11 Af_� IN I -.--. _'�� __ - __ - __ - - - F,__ 't- 1� .VER'_ WAL_ REINF REF ARCH FC R - z BE SUPPORTED FROM THE DESIGN ONE JOIST JBE -U)-____'_ -_ I00 TOP CHORD OF THE _-- I I I I I0 (-,) 4 j===-0rs[Gjq-0NE--n _____ v I CL OF EJ ___) -) ONE -jo -- I -LOCATION. AL __ 0z/ FOR AN ADDITIONAL I I I -1 FOR AN ADDITION . __-.'t co JOISTS THAT HAVE BEEN AXIAL COMPRESSION M - CO N-.rl-) - 0) o- AXIAL COMPRESSION C, 00 I I I -11 DESIGNED FOR THEOR TENSION FORCE It.n - N I AHU9 I OR TENSION FORCE r8"I)I I -1 1 8 REF NOTE #13, TYP i . I - ADDITIONAL LOAD, TYP. I ---q 117'- 11 5/8"?t'-) - ' '0 OF 18 KIPS APPLIED - - - N co 5 REF NOTE OF 18 KIPS APPLIED � S5 ) ('q �0S5 1 .- (GRIDS 3,5,7,9) w#11 TO TOP CHORD, DUE 11_� - , ! r- TO THE TOP CHORD, -ItTO WIND -_ BL I . BL , , 'BL � .j I v ..DUE TO WIND � 1 4- 116'-11"QN0 - -=7i�_ -AIV v J I� 41 v I ri - * . S�iv --- . ___ ___ ­1 ­ -, _.- -1 -- - __­-T'-'­-'-T- --- ­ , . ...... � _ %"' "I '1'I%""'.""%%""'j ..'.'"' 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C) . l_t CHECKED BY: - JNF DRA'vVN BY: JLD FILE NAME: PROTO CYCLE: 1 092801 DOCUMENT DATE, 111601 � .. I " �_ � ' � I A- "I -1 ­­;'� '� " , - , - - 1� I,- 41 '.o �'�.""'� �- �=1 ­ - . . . . . . I., - - I '-�' ­'� - "I I_. I ' , ',_-_', , il - ­ . 9 , � �L'4 ' " �.w , , X " ., �, , - , '� i\r'�-''�'i..�-"�-�ti"--,'I . ' I � lilt, .. . . I , ..... I'll �11 I I .. I _ ____ ___.. _1 Q15 I . S i5.1OO ROUTE WATER LINE THROUGH ROOF JOIST 1. THE NATURAL GAS DEMAND SHOWN IN CUBIC 4. PROVIDE TRAP SEAL PRIMERS AT ALL DRAINS AS a I E SPACE. COORDINATE WITH HVAC AND FEET PER HOUR (CFH) IS BASED ON A HEATING REQUIRED BY AUTHORITY HAVING JURISDICTION. 2 , I f } OTHER TRADES PRIOR TO INSTALLATION. VALUE OF 1000 BTU PER CUBIC FOOT AND } 2" IRRIGATION WATER 15.101 COORDINATE 3" DOMESTIC WATER SPECIFIC GRAVITY OF 0.6. CONTACT LOCAL PROVIDE ACCESS DOORS TO VALVES THAT ARE } ` SERVICE WITH MAIN SERVICE ANO WATER METER WITH UTILITY FOR EXACT LOCATION AND SIZE OF GAS 5. NOT READILY ACCESSIBLE. I METER, GAS PRESSURE, SIZE AND TYPE OF I I s SHUT-OFF AT 48"AFF AUTHORITY HAVING JURISDICTION AND PIPING AND VALVES REQUIRED FOR CONNECTION INSTALL VTR'S A MINIMUM OF 60" FROM 2" IRRIGATION WATER f I 1 3:} CIVIL DRAWINGS. PROVIDE PRESSURE TO METER, 6. PARAPET WALL AND A MINIMUM OF 10'--0" FROM REF 1-P1 } la m^_ d` ', REGULATOR ON DOWNSTREAM SIDE OF ROOFTOP EQUIPMENT WITH OUTSIDE AIR INTAKE. i f,M ...:, t i-WCO BACKFLOW PREVENTER. SET REGULATOR 2, SANITARY SEWER PIPING SHOWN IS BASED ON �' f = D11 / 3»VTR TO 55 PSI. REFER TO SPECIALTY 8'--2" 38'-4" PLUMBING FIXTURE SCHEDULE. 1 /4 PER FOOT FALL FOR ALL PIPING 3 AND REFER TO RISER DIAGRAMS AND PLUMBING 4 5 i 1 ° I SS--------3 SMALLER AND 1 /8" PER FOOT FALL FOR ALL 7. FIXTURE SCHEDULES FOR ALL PIPING AND PIPE » GP2 GP5 I ; 4"j ' PIPING 4" AND LARGER. COORDINATE BUILDING SIZES NOT SHOWN ON PLAN. -4 SUMP ,.._.H..I .?; I r 4 �__ 15.i 04 3/4 CW DOWN To AQUARIUM HOSE REF CIVIL @-.------- " ��-m _�y "". BIBS AT 12" AFF. PROVIDE SHUT-OFF , E>>i0.W Hi ] �_ G �- SEWER LOCATION AND INVERT ELEVATION WITH FOR PIPENG ROUTED ON EXTERIOR WALLS, ROUTE PUMP P2 DRAWINGS DISCHARGE I `0 w., VALVE WITH PRESSURE TYPE VACUUM CIVIL DRAWINGS. REF 7�P4 5 i ,>..____­11 } I ,f * � 8. PIPING ON THE INTERIOR SIDE OF INSULATED _ -. --- -- -.. ---. -- \11f },M ,-� � ''`' J +,•, ,,_ " BREAKER 6O AFF. 3. LOCATIONS OF FLOOR CLEANOUTS HAVE BEEN WALL TO PROVIDE FREEZE PROTECTION. - I ,I 12 11 2 _0 0 ♦ __ ``I t COORDINATED WITH MERCHANDISE PLAN. LOCATE u } 2'-�» 2" FPWH REF CIVIL t...,.::,,,>.. ,.. ,r.,:,..:.M1 j ,„ i L.,__ f PER DiMENSIONS SHOWN ON PLANS. ADJUST NEUTRALIZATION WALLS ARE SHOWN ON THE : '�- _„12 ' REF 2-P4 DRAWINGS 9. ARCHITECTURAL DRAWINGS. REFER TO I , V' { CLEANOUT GONERS FLUSH WITH FINISHED FLOOR. .w-T: w a.A rr...._ I .._,,.,,,,,.l,.,`�''.,,...,_` •--4» SUMP PUMP NEUTRALIZATION WALL PENETRATION DETAIL. 6" TWO-WAY ,. � ; .>�� .. . ! M �_ P2 DISCHARGE CLEANOUT INVERT , 1 i �^ -- '. .,, ;t REF 7--P4 - 3;` ELEVATION - 93.00' I I -HOLD ROOF DRAIN I MECHANICAL CLOSET - _ REF CIVIL DRAWINGS-� � I r E f LEADERS AS HIGH I PLUMBING PLAN (D- �I� ;��'� 4 DRAIN FROM 4" DRAIN FRO I �� _;� AS POSSIBLE TYP I re) - f1 TRUCK WELL `_` TRUCK WELL '�` `>€ r 12" 130'- O" 1 23'- 4" i ;1 ;I 1/8 - i -0" I 26'-0" 88'--61p 55'-8" 90'-7" ;,9. 1 I 212'_5» 1,-6„ 12" DOWN THRU SLAB F {1. I { x £, WITH CLEANOUT AT ( i G:'j =t { liR W " 18"AFF TYP OF fi " ?f 3 4" ' IN OVERFLOW 6 j ,'j", �1 { 15.3 '14 13 11 / 1 ti 9 8 7 6 5 4 3 - ;; ROOF DRAIN tx 11; .1� REF CIVIL , ROUTE PiPCNG AS TYP OF 12 12 OVERFLOW STORMLINE ( `. ;; i I ? 1,i i DRAWINGS TYP 3 DOMESTIC WATER z �§ HIGH AS POSSIBLE C. » REF 1-MP1 ('i ,rk i 1 I TERMINATE THRU WALL HIGH ,. 1 1 i ��r `; °p ROUTE 1 1" CD DRAIN , IN JOIST SPACE SAND 8 FiRE SERVICE e°I 1 f I }Ir; / 'T~ I r : WITH 12 GAUGE 7 8" STEEL ' I �f { ENTRANCES �' P3 �' / GP5 GP2. #. I I - _� i FROM AHU9' INTO STORM r ABOVE DUCTWORK ►�- , 15.101 �� , �- WIRE MESH TYP OF 6 ; _ i °;s � r � � o r REF CIVIL DRAWINGS � : 12�� i � �jr� i �� j , } DRAIN UtTH TRAP (1 %2 /FT FALL) TYP c�, € ,. V) i",, REF ARCH DRAWINGS ; }, j ;i 1 i _i 'r' 4. 4 w.� �... ' �° & } .�.. ...w .y... �. t ,..r .�,....... w.rr �....... 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I # xl >} A� F - + I } 1 CLFANOUT INVERT 4 __ �� r _..._ _ _ -,w� € .= ELEVATION = 91.90 » REF:• CIVIL DRAWINGS, ski - _w 1 - I I _ '' I S; `s 3 ' G2 "8 I e ,s ..�,.w: N 1 i, t '�; 3 ",�' i? !? � ^ .� _ ... � <_ ...t i jF t 's1 - f r j _ 82 -8 { _ __._ �. _,.. _ :._ .t i t i, R jj REF CIVIL DRAWINGS 11 I11 }t. I , + :,v < .i I S=. ...... : ?l i I S. 4i �.:.n� �.. +ww �... ,.�. _ ..w...w� .... �r .:} ""`w� 3 --" - .:;r:", .. ;,xv..a,Hyexa£ ..� + 1 r 3i _ . ' ,,:r ^-,....,. -., it i 'st 31 =y> g , ,r p » I 2 1 ri. K i; S/ I .:t'Ix'aa r ?I { f ..._..:..,....._ ��;.^,,,•4 tt i} i , ll / » » 11 i 1 1 1 I 's {R ? ) Il.. `I t11 ,' 3':_ ... : t.. *, .. -, { } `i I ! 1' t ''...'` i F ' • » ��.� 1 1 4 f 4 I #I } z c i is , :ii ._..-, ..., ' it rl ., ni 'Y"- e 2 , w �.. , ,y __ . _ ... , „ ... 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"" =r.-------"_ ''°"'"=_.._--�....._...._ __.. ....w..__. �_. a_.-_ ._. --.... _.�_ _ ._ i _.......�, =.___. _ ..__...°` ____._. __._-_........_ f CLEANOUT INVERT TO STRUCTURAL PEDESTAL AS POSSIBLE HOSE REEL ON I 2 � I ` 1 I ELEVATION = 97,00' CONNECT STORM TO GUTTER COLUMN AT • _ ` P2 • 1. P2 REF CIVIL DRAWINGS DOWNSPOUTS WITH FLEXIBLE RUBBER 8'-0"AFF TYP OF 3 , . BOOT AND CLEANOUT TYP OF 3 REF 6-P4 { I . ...,. , -_._ ..-- . ,__ _ . >,- w , -.< .. ,..... , w._.e . ,._.° ..-,. __... - , +._,. ..., ..,.._ .._ . ...,_ , . _ , ., _ .... . .�. . PLUMBING PLAN. . 1 1" = 20'-0" V& N3 I if 12 �-- z 119 Q r- D V z U 0 (N a ZC� W ko 44 (':) C7 cn w ISSUE BLOCK 1 5/17102 REV # 4 CHECKED By- L-4-, DRAWN BY: RCB FILE NAME: Pi PROTO CYCLE: 092801 DOCUMENT DATE: 11 /16/01 PLUMBING PLAN SHEET p 1 AIR HANDLING UNIT SCHEDULE MARK MANUFACTURER MODEL AREA SUPPLY FAN COOLING COIL HEATING COIL MIN. FILTERS DISC. STARTER VFD NOTES SIZE SERVED FAN CFM ESP TSP MIN V PH TH SH EAT LAT GPM EWT/LWT MAX. MAX. VEL. ROWS CAP. EAT LAT GPM EWT/LWT MAX. MAX. VEL. ROWS O/A PRE TYPE TYPE (Y/N) N A.PaF P FP ZL AHU1 TRANE TSCX-50 FRONT TENANTS AF 22,900 2.00 4.58 25 460/3 1172.2 816.0 77/64 45/44.9 123.4 38/57 9.8 1.11 513 8/13 --- --- --- ---- --- -- ---- ---- ---- 2900 30% CB VFD Y AHU2 TRANE TSCX-25 CHECKOUT FC 11,000 1.25 3.50 15 460/3 610.9 411.7 79/65 45/44.9 61,1 38/58 17.2 1.1 451 8/13 393.7 47.0 80 52.6 100/85 2.9 0.25 451 4/11 3000 1 30% CB VFD Y AHU3 TRANE TSCX-40 GROCERY FC 18,000 1.25 4.70 20 460/3 461.1 240.5 93/77 45/44.9 46.1 38/58 7.0 0.21 211 6/10 722.3 57.0 94 96.4 100/85 26.5 0.7 707 6/14 4500 30% CB VFD Y AHU4 TRANE TSCX-35 SALES FC 14,000 1.25 3.70 15 460/3 683.9 507.6 78/63 45/44.9 76.4 38/56 5.9 1.1 483 8/12 501.0 47.0 80 66.9 100/85 5 0.30 483 4/10 5500 309 CB VFD Y A AHU5 TRANE TSCX-35 SALES FC 14,000 1.25 3.70 15 460/3 683.9 507.6 78/63 45/44.9 76.4 38%56 5.9 1,1 483 8/12 501.0 47.0 80 66.9 100/85 5 0.30 483 4/10 5500 30% CB VFD Y A AHU6 TRANE TSCX-40 SALES/TLE FC 19,000 1.50 4.00 20 460/3 928.1 688.8 78/63 45/44.9 97.7 38/57 8,9 1.2 483 8/11 680.0 47.0 80 90.8 100/85 8.1 0.30 483. 4/10 6250 30% CB VFD Y AHU7 TRANE TSCX-12 REAR OFFICES FC 5,950 1.50 3.50 7.5 460/3 350.1 255.3 84/66 45/44.9 35 38/58 12.1 1.2 484 8/12 --- --- --- ___ ___ ___ --- --- --- 820 30% CB VFD Y AHUB TRANE LPCA-10 GR RECEIVING FC 4,050 0.50 2,70 3 460/3 211.6 138.2 76/64 45/44.9 29.7 38/52 5.4 0.9 420 8/12 87.8 60.0 80 17.9 100/85 1.3 2 405 6/12 400 30% CB FVNR N B AHU9 TRANE -7 LPCA-10 GM RECENiNG FC 4,700 0.50 3.10 3 460%3 214.6 160 76/62 45/44.9 29.2 38/56 2.$ _T 1.1 338 8/13 101.9 60 80 19.5 100/85 0.5 1.70 338 6/12 Wo 30% CB FVNR N B GENERAL INFORMATION: 1. PROVIDE FACTORY MOUNTED STARTER AND DISCONNECT SWITCH. 2, SIZE FILTERS FOR 500 FPM MAXIMUM FACE VELOCITY. FILTERS SHALL BE 4" PLEATED THROWAWAY TYPE. 3. AHU MANUFACTURER SHALL FURNISH SMOKE DETECTORS FOR FIELD MOUNTING BY CONTRACTOR IN SUPPLY AIR AND RETURN AIR PLENUMS. 4. UNIT SHALL BE DRAW THRU CONFIGURATION. 5. VARIABLE FREQUENCY DRIVE TO BE FURNISHED BY AHU MANUFACTURER. 6. ROOF CURB PROVIDED BY GENERAL CONTRACTOR, REFER TO SPECIFICATIONS, NOTES: A. UNIT EQUIPPED WITH CO2 CONTROL SYSTEM. PROVIDE RELAY ON UNIT, EXTERNALLY LABELED "IAQ" IN RED LETTERS, AND. CO2 SENSORS IN SPACE. IN THE EVENT THE CO2 LEVELS RISE ABOVE 1000 PPM, THE CO2 SENSOR SHALL OVERRIDE THE OUTSIDE AIR DAMPER AND THE AHU ECONOMIZER SHALL MODULATE TO FULLY OPEN TO DECREASE CO2 LEVELS TO BELOW 1000 PPM. REFERENCE DEMAND BASED VENTILATION INTERPRETATION OF ASHRAE 62-1999. B. PROVIDE WITH SPRING VIBRATION ' ISOLATION AND ALL -THREAD HANGING RODS. >k ALL TRANE ITEMS FURNISHED THROUGH A TRANE NATIONAL ACCOUNT PROGRAM, CONTACT: JIM BRADFORD (479) 361-2030. FAN SCHEDULE MARK AREA MANUFACTURER CFM MOUNTING V PH HZ DRIVE CONTROL NOTES SERVED MODEL ESP FAN TYPE HP W METHOD EF1 GR EQUIP COOK GREENHECK ACME PENN 100 ROOFTOP 12371790 DIRECT CONTINUOUS ROOM ACE-90C15DL G-75-D PRN100B DX11RL 0.375" CENTRIFUGAL 1/8 EF2 FRONT COOK GREENHECK ACME PENN 1400 ROOFTOP 120/1/60 DIRECT CONTINUOUS RESTROOMS ACE-165C10D G-130-A PRN145G DX16Q1 L 0.5" CENTRIFUGAL 1/2 EF3 VISION CNTR. COOK GREENHECK ACME PENN 200 ROOFTOP 120/1/60 DIRECT CONTINUOUS LAB ACE-9OC15DL G-75-D PRN100B DX11RL 0.375" CENTRIFUGAL 1/8 EF4 GM EQUIP COOK GREENHECK ACME PENN 100 ROOFTOP 120/1/60 DIRECT CONTINUOUS ROOM ACE-9OC15DL G-75-D PRN100B DX11RL 0.375" CENTRIFUGAL 1/8 EF5 HAIR COOK GREENHECK ACME PENN 500 ROOFTOP 120/1/60 DIRECT WALL SWITCH CARE ACE-90C15DH G-90-B PRN100 DX11QL 0,5" CENTRIFUGAL 1/4 EF6 PHARMACY COOK GREENHECK ACME PENN 100 ROOFTOP 120/1/60 DIRECT WALL SWITCH RESTROOM ACE-9OC15DL G-75-D PRN100B DX11RL 0.375" CENTRIFUGAL 1/8 EF7 TLE COOK GREENHECK ACME PENN 130 ROOFTOP 120/1 /60 DIRECT WALL SWITCH RESTROOM ACE-90C15DL G-75-D PRN1006 DX11RL 0.375" CENTRIFUGAL 1/8 EF8 TLE COOK GREENHECK ACME PENN 950 ROOFTOP 120/1/60 DIRECT CONTINUOUS A SERVICE ACE-135C10D G-140-B PRN118E DX13QL 0.5" CENTRIFUGAL 1/4 EF9 FAMILY COOK GREENHECK ACME PENN 160 ROOFTOP 120/1/60 DIRECT CONTINUOUS RESTROOM ACE--90C15DL G-75-D PRN1008 DX11RL 0.375" CENTRIFUGAL 1/8 EF10 REAR COOK GREENHECK ACME PENN 1400 ROOFTOP 120/1/60 DIRECT CONTINUOUS RESTROOMS ACE-165C10D G-130-A PRN145G DX16Q1 L 0.5" CENTRIFUGAL 1/2 EF11 REAR COOK GREENHECK ACME PENN 100 ROOFTOP 120/1/60 DIRECT CONTINUOUS JANITOR ACE-9OC15DL G-75-D PRN100B DX11RL 0.375" CENTRIFUGAL 1/8 EF12 SMOKING COOK GREENHECK ACME PENN 2000 ROOFTOP 120/1/60 DIRECT CONTINUOUS BREAKROOM ACE-165C101) G-130-A PRN145G DX16Q1 L 0.5" CENTRIFUGAL 1/2 EF13 UPS COOK GREENHECK ACME PENN 500 INLINE 120/1/60 DIRECT CONTINUOUS C . ROOM GC-720 SP-255 VQ500 Z10HL 0.25" CENTRIFUGAL 285 W EF14 BAKERY COOK GREENHECK ACME PENN 750 ROOFTOP 120/1/60 DIRECT INTERLOCK D OVEN 135LP10D CUE-120-B PDU135RFF6 FX13QL 0.6" UPBLAST 1/3 EF15 LOCK -UP COOK GREENHECK ACME PENN 500 INLINE 120/1/60 DIRECT CONTINUOUS C ROOM GC-720 SP-255 VQ500 Z10HL 0.25" CENTRIFUGAL 285 W EF16 TLE COOK GREENHECK ACME PENN 17000 ROOFTOP 480/3/60 BELT SWITCH SERVICE ACE-445C 9B GB-480-20 PV-490-L JB48 0.125" CENTRIFUGAL 2 CF POLYCARBONATE ACME QUIETAIRE DAYTON 2000 SUSPENDED 120 1/60 DIRECT WALL SWITCH E CANOPY HAF20A4 HAF18 4TM45 0" PROPELLER 1 15 GENERAL INFORMATION (ALL FANS AS APPLICABLE): 1. PROVIDE GRAVITY BACKDRAFT DAMPER, BIRDSCREEN, AND FACTORY MOUNTED DISCONNECT. 2. ROOF CURB PROVIDED BY GENERAL CONTRACTOR. REFER TO SPECIFICATIONS 3. PROVIDE FACTORY PRE -WIRED FAN SPEED CONTROLLER. 4. FANS MUST BE AMCA CERTIFIED AS WELL AS UL OR ETL LISTED, NOTES: A. PROVIDE SAIL SWITCH (HONEYWELL #S688A1OO7). B. PROVIDE COOLING ONLY LINE VOLTAGE THERMOSTAT, 85 DEGREES F, ADJUSTABLE, SIMILAR TO PENN CONTROLS PT918AB-1. C. PROVIDE WITH MANUFACTURER'S CEILING GRILLE. D. REFERENCE ELECTRICAL DRAWINGS FOR INFORMATION REGARDING FAN INTERLOCK. E. PROVIDE FACTORY MOUNTED CORD AND PLUG, AND MANUFACTURER'S STANDARD BRACKET FOR TRUSS MOUNTING. ------------ 07, 27.01 AIR DEVICE SCHEDULE MARK SERVICE MANUFACTURER STYLE FRAME TYPE FACE SIZE NOTES . MODEL CD SUPPLY AIR TITUS E.H. PRICE CARNES ROUND NECK LAY -IN 24 X 24 A, B, D, E TMS SCD SFT CEILING DIFFUSER CD.1 SUPPLY AIR TITUS TMS E.H. PRICE SCD CARNES SFT KXFA) ROUND NECK CEILING DIFFUSER SURFACE MOUNT 12 X 12 A, B, D, E CD2 24 X 24 CD3 SUPPLY AIR TITUS E.H. PRICE CARNES ROUND NECK LAY -IN 24 X 24 A, C, D, E (ALUMINUM) TMS-AA ASCD SFA CEILING DIFFUSER CD4 SUPPLY AIR TITUS E.H. PRICE CARNES ROUND NECK SURFACE 24 X 24 A, C, D, E (ALUMINUM) TMS-AA ASCD SFA (KXFA) CEILING DIFFUSER MOUNT SAW SUPPLY AIR TITUS E.H. PRICE CARNES DUCT MOUNTED SURFACE REF A, B, E, F 30ORS I 520S I RTDAV WALL REGISTER MOUNT DRAWINGS SAW1 SUPPLY AIR AIR CONCEPTS DUCT MOUNTED SURFACE A, B, E, F, ANC-10-3 WALL REGISTER MOUNT I D81 SUPPLY AIR AES DROP BOX G, H ADB-6-25 DIFFUSER D82 SUPPLY AIR AES DROP BOX G, H ADB--6-10 DIFFUSER DB3 SUPPLY AIR AES DROP BOX G, H ADB-6-20 DIFFUSER D84 SUPPLY AIR AES DROP BOX G, H ADB---1-20 DIFFUSER DB5 SUPPLY AIR AES DROP BOX G, H ADB-1-10 DIFFUSER DB6 SUPPLY AIR AES DROP BOX G, H ADB-1-5 DIFFUSER DB7 SUPPLY AIR AES DROP BOX G, H ADB-1-8 DIFFUSER D88 SUPPLY AIR AES DROP BOX G, H ADB-1-25 DIFFUSER TGW TRANSFER AIR TITUS E.H. PRICE CARNES FIXED BLADE SURFACE REF B, E 355RL-HD 91 L RSHAH WALL GRILLE MOUNT DRAWINGS TG TRANSFER AIR TITUS 5QF (TYPE 3) E.H. PRICE 8OTB CARNES RAPAH 1/2" EGGCRATE CEILING GRILLE LAY -IN 24 X 24 C, E RAG RETURN AIR A, C, E, F EAG EXHAUST AIR A, C, E, F TG1 TRANSFER AIR TITUS 50F (TYPE 1 E.H. PRICE 8OF CARNES RAPAF 1/2" EGGCRATE CEILING GRILLE SURFACE MOUNT 12 X 12 C, E RAG1 RETURN AIR A, C, E, F EAG1 EXHAUST AIR A. C, E, F TG2 TRANSFER AIR TITUS 50F (TYPE 1) E.H. PRICE 80F CARNES RAPAF 1/2" EGGCRATE CEILING GRILLE SURFACE MOUNT 24 X 24 C, E RAG2 RETURN AIR A, C, E, F EAG2 EXHAUST AIR A, C, E, F GENERAL INFORMATION (ALL DEVICES): 1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS. NOTES: A. PROVIDE BUTTERFLY DAMPER OR OPPOSED BLADE DAMPER ACCESSIBLE THROUGH FACE (EXCEPT SYSTEMS WITH ONLY ONE AIR DEVICE.) B. ALL STEEL CONSTRUCTION. C. ALL ALUMINUM CONSTRUCTION. D. BRANCH DUCT SIZE SHALL BE. SAME AS NOTED DIFFUSER NECK SIZE UNLESS NOTED OTHERWISE. E. STANDARD WHITE BAKED ENAMEL FINISH. F. PROVIDE NECK FOR DUCT CONNECTION. G. DROP BOX DIFFUSERS FURNISHED BY GENERAL CONTRACTOR, INSTALLED BY MECHANICAL CONTRACTOR. H. PROVIDE INTEGRAL OPPOSED BLADE DAMPERS ON ALL DRUM LOUVERS ON DROP BOXES WITH BRANCH DUCTWORK ATTACHED TO THE SUPPLY PLENUM. I. FURNISHED BY TRANE AND INSTALLED BY CONTRACTOR. REFER TO DETAIL 15/M4. 05.25.01 AIR SEPARATOR EXPANSION TANK SCHEDULE TO BE FURNISHED UNDER A NATIONAL ACCOUNT AGREEMENT. AIR SEPARATOR EXPANSION TANK MARK SYSTEM CAPACITY (GPM) MANUFACTURER MODEL NUMBER MARK VOLUME (GAL) ACCEPTANCE (GAL) MANUFACTURER MODEL NUMBER SYSTEM RELIEF PSIG SYSTEM FILL (PSIG) CONTACT: SAM MESSANA (716) 693-8813 AS1 HOT WATER 910 ARMSTRONG VA-6 ET1 79 66 ARMSTRONG 300-L 30 12 AS2 CHILLED WATER 550 ARMSTRONG VA-5 ET2 53 44 ARMSTRONG 200-L 50 15 HEAT EXCHANGER SCHEDULE MARK MANUFACTURER MODEL LENGTH WIDTH HEIGHT COLD SIDE HOT SIDE (IN) (IN) (IN) FLUID GPM CAP, EWT LWT WPD MAX. NO. FLUID GPM CAP, EWT LWT WPD MAX. CONTROL MBH 'F `F 1 FT PASSES MBH 'F 'F FT VALVE P.D. FT HX1 ARMSTRONG S-085-2000C-207 88.12 23.63 93.50 WATER 580 2250 85 100 2.29 1 WATER 580 2250 87 102 2.29 15 GENERAL INFORMATION: A. 150 PSI MAXIMUM WORKING PRESSURE, B. PROVIDE PLATE AND FRAME .TYPE HEAT EXCHANGER. TO BE FURNISHED UNDER A NATIONAL ACCOUNT AGREEMENT. CONTACT: "ARMSTRONG" SAM MESSANA (716) 693.8813. AIR CURTAIN SCHEDULE MARK AREA SERVED MANUFACTURER SIZE ELEC HEAT FAN kW V PH HZ QTY HP V PH Z MODEL AC1,AC2,AC3 VESTIBULE BERNER AURA 60' 9 480/3/60 1 0.5 120/1 60 AC4,AC5,AC6 60" 9 480/3/60 1 0.5 120/1 /60 GENERAL INFORMATION (ALL AIR CURTAINS): 1. UNITS SHALL BE SHIPPED WITH WIRING HARNESS FOR MASTER/SLAVE INSTALLATION AND OPERATION. 2. AIR CURTAINS FURNISHED BY GENERAL CONTRACTOR, INSTALLED BY MECHANICAL CONTRACTOR. 3. UNITS SHALL BE SHIPPED WITH REMOTE FAN SWITCH AND REMOTE -MOUNTED THERMOSTAT. 09.28.01 CHILLER SCHEDULE (WATER COOLED) MARK MANUFACTURER MODEL CAP. MAX. MAX. REFR. EVAPORATOR CONDENSER V/PH DISC. STARTER MCA MOCP PASS GPM EWT LWT WAX. PASS GPM EWT LWT MAX. (TONS) KW/TON NPLV TYPE TYPE TYPE 'F 'F PD FT 'F 'F PD FT Cl TRANE RTHC 186.4 0,707 0.595 134A 3 485 47.1 38 13.9 2 450 85 98.3 10.6 460/3 NFD TD 228.6 411.5 C2 TRANE RTHC 212.4 0.658 0.526 134A 3 485 57.6 47.1 16.3 2 450 85 96.6 10.6 460/3 NFD TD 240.6 433 GENERAL INFORMATION: 1 PROVIDE FACTORY MOUNTED STARTER AND DISCONNECT SWITCH. 2 EVAPORATOR BASED ON FOULING FACTOR OF 0.0001. CONDENSER BASED ON FOULING FACTOR OF 0.00025. 3 PROVIDE CONCRETE HOUSEKEEPING PAD PER SPECIFICATIONS. 4 CHILLER Cl SHALL HAVE LEFT HAND CONNECTIONS ON EVAPORATOR AND CONDENSER INLETS. 5 CHILLER C2 SHALL HAVE RIGHT HAND CONNECTIONS ON EVAPORATOR INLET, LEFT HAND ON CONDENSER INLET. ALL TRANE ITEMS FURNISHED THROUGH A TRANE NATIONAL ACCOUNT PROGRAM, CONTACT: JIM BRADFORD 479 361-2030. NATURAL GAS HOT WATER BOILER SCHEDULE MARK MANUFACTURER MODEL MIN. OUTPUT MIN. EFF. FLOW EWT LWT MAX. WPD ELECTRICAL MBH % GPM 'F `F FT. V PH LOAD HW81 & HWB2 LOCHINVAR IBN1500 1402.5 91 VARIES 85 92 MIN 5 120 15.5 A GENERAL INFORMATION: 1. BOILER BURNER TRIM AND CONTROLS TO MEET ASME CSD-1 REQUIREMENTS, 2. PROVIDE CONCRETE HOUSEKEEPING PAD PER SPECIFICATIONS. 3. PROVIDE FACTORY MOUNTED DISCONNECT SWITCH. 4. PROVIDE BURNER WITH 25-100% INFINITELY PROPORTIONAL FIRING. 5. BOILER CIRCULATOR PUMP SHALL BE ARMSTRONG MODEL 1000, 1 1/2" B SIZE, FURNISHED WITH BOILER AND INSTALLED BY CONTRACTOR. PUMP CAPACITY IS 46 GPM @ 15 FT. HD, 1/2 HP, 120 VOLT, 60 Hz., 1 PHASE. TO BE FURNISHED UNDER A NATIONAL ACCOUNT AGREEMENT. CONTACT. "LOCHINVAR" KEN BLACKBURN. 615) 889-8900 VARIABLE AIR VOLUME TERMINAL SCHEDULE MARK AREA SERVED MANUFACTURER MODEL INLET SIZE (IN) PRIMARY CFM MINIMUM CFM HEATING MIN CFM FAN CFM HEATING COIL FAN kW STAGES V/PH/HZ HP V/PH ESP VAV101 GR STOCK ROOM TRANE VPEF 14 2400 600 1800 1200 15.0 2. 480/3/60 1/2 277/1 0.25 VAV102 PRODUCE/SEAFOOD TRANE VPEF 10 1300 390 1040 650 8.0 2 480/3/60 1/3 277/1 0.25 VAV103 DELI SERVICE TRANE VPEF 14 2200 550 1650 1100 12.0 2 480/3/60 1/2 277/1 0.25 VAV104 BAKERY TRANE VPEF 16 3800 950 2850 1900 20.0 2 480/3/60 1 277/1 0.25 VAV105 OMITTED VAV106 OMITTED VAV107 GR VESTIBULE TRANE VPEF 16 3800 0 1900 1900 20.0 2 480/3/60 1 277/1 0.25 VAV108 LP OFFICE TRANE VPEF 6 450 113 338 225 2.5 2 480/3/60 1/4 277/1 0.25 VAV109 PORTRAIT TRANE VPEF 6 250 100 310 210 2.5 2 480/3/60 1/4 277/1 0.25 VAV11 OA TENANT A TRANE VPEF 6 275 96 306 210 2.0 2 480/3/60 1/4 277/1 0.25 VAV11OB TENANT B TRANE VPEF 6 275 96 306 210 2.0 2 480/3/60 1/4 277/1 0.25 VAV111 BANK TRANE VPEF 6 500 125 375 250 3.0 2 480/3/60 1/4 277/1 0.25 VAV112 CASH / COUNT TRANE VPEF 6 250 63 273 210 2.0 2 480/3/60 1/4 277/1 0.25 VAV113 COURTESY TRANE VPEF 10 1100 440 990 550 8.0 2 480/3/60 1/4 277/1 0.25 VAV114 OPTICAL EXAM TRANE VPEF 6 250 100 310 210 2.5 2 480/3/60 1/4 277/1 0.25 VAV115 OPTICAL SALES TRANE VPEF 10 1050 263 788 525 6.0 2 480/3/60 1/4 1 277/1 0.25 VAV116 GM VESTIBULE TRANE VPEF 16 3400 0 1700 1700 20.0 2 480/3/60 1 277/1 0.25 VAV117 HAIR CARE TRANE VPEF 10 1200 420 1020 600 9.0 2 480/3/60 113 277/1 0.25 VAV118 PHARMACY TRANE VPEF 6 400 100 310 210 2.5 2 480/3/60 1/4 277/1 0.25 VAV601 AUTO CENTER TRANE VPEF 12 1700 595 1445 850 12.0 2 480/3/60 1/3 277/1 0.25 VAV602 GARDEN CENTER TRANE VPEF 14 3000 1050 2550 1500 20.0 2 480/3/60 1 277/1 0.25 VAV701 BREAK ROOM TRANE VPEF 10 1000 350 850 500 7.0 2 480/3/60 1/3 277/1 0.25 VAV702 REAR STOCK ROOMS TRANE VPEF 16 3200 800 2400 1600 18.0 2 480/3/60 1 277/1 0.25 VAV703 CUSTOMER SERVICE TRANE VPEF 8 750 263 638 375 5.0 2 480/3/60 1/4 277/1 0.25 VAV704 UPC TRANE VPEF 6 400 100 310 210 2.5 2 480/3/60 1/4 277/1 0.25 VAV705 MANAGEMENT TRANE VPEF 6 200 50 260 210 2.0 2 480/3/60 1/4 277/1 0.25 VAV706 TRAINING TRANE VPEF 6 400 120 330 210 2.5 2 480/3/60 1/4 277/1 0.25 GENERAL INFORMATION: 1. INSTALL WITH FLEXIBLE DUCT CONNECTORS AT ALL CONNECTIONS, 2. PROVIDE FACTORY INSTALLED CONTROL TRANSFORMER WITH 277V INPUT, 3. PROVIDE FILTER FRAME WITH 1" PLEATED, THROWAWAY FILTERS. 4.FAN CFM BASED ON 0.25" MINIMUM STATIC PRESSURE LEAVING BOX. 5. PROVIDE FACTORY MOUNTED DISCONNECT SWITCH, NOTE: A. VAV BOX MANUFACTURER SHALL FURNISH SMOKE DETECTORS FOR FIELD MOUNTING_ BY CONTRACTOR IN THE SUPPLY AIR FOR UNITS OVER 2000 CFM PER LOCAL CODE REQUIREMENTS. *ALL TRANE ITEMS SHALL BE FURNISHED THROUGH A TRANE NATIONAL ACCOUNT PROGRAM. CONTACT: JIM BRADFORD 479 361-2030 INTAKE VENTILATOR SCHEDULE MARK AREA SERVED MANUFACTURER MODEL CFM E.S.P. GV1 GR RECEIVING COOK I GREENHECK GRS12 ACME LQV12 PENN DR12 400 0.05" GV2 GM RECEIVING GENERAL INFORMATION: 1. PROVIDE BIRDSCREEN. 2. ROOF CURB PROVIDED BY GENERAL CONTRACTOR. REFER TO SPECIFICATIONS. COOLING TOWER SCHEDULE MARK MANUFACTURER MODEL CAP. FLOW EAT EWT LWT FAN V/PH MOTOR DISCONNECT STARTER VFD MBH GPM 'F WB 'F 'F HP SPEED TYPE TYPE Y N CT1, CT2 MARLEY NC8304G-2 7943.6 1480 79 93.5 83 25 460/3 1800 CB VFD Y GENERAL INFORMATION: 1 VARIABLE FREQUENCY DRIVE FURNISHED BY TRANE, INSTALLED BY CONTRACTOR. 2 PROVIDE BOTTOM OUTLET SUMP. 3 COMBINATION STARTER PROVIDED WITH MOTOR CONTROL CENTER MCC. * ALL TRANE & MARLEY ITEMS FURNISHED THROUGH A TRANE NATIONAL ACCOUNT PROGRAM, CONTACT: JIM BRADFORD (479) 361-2030, PUMP SCHEDULE MARK SERVICE MANUFACTURER MODEL SIZE MOUNTING FLOW HEAD MIN. MIN. HP RPM V/PH DISCONNECT STARTER VFD (GPM) (FT) NPSH (FT) TYPE TYPE (Y/N) CTP1 COOLING TOWER ARMSTRONG 4302 6x6x6 FLOOR 580 80 20 15 3500 460/3 CB FVNR N CTP2 COOLING TOWER . ARMSTRONG 4302 6x6x6 . FLOOR 450 85 16.6 15 3500 460/3 CB FVNR N CTP3 COOLING TOWER ARMSTRONG 4302 6x6x6 FLOOR 450 85 16.6 15 3500 460/3 CB FVNR N SHP1 HEATING WATER ARMSTRONG 4302 4x4x8 FLOOR 580 120 23.3 20 3500 460/3 CB VFD Y CWP1 CHILLED WATER ARMSTRONG 4302 4x4x8 FLOOR 485 155 16.7 .30 3500 460/31 CB FVNR N PHP1 COMPRESSOR RACKS ARMSTRONG 4302 6x6x6 FLOOR 580 95 20 20. 3500 460/3 CB FVNR N GENERAL INFORMATION: 1. EACH PUMP HAS TWO MOTORS AND TWO PUMP SECTIONS COUPLED TOGETHER. EACH PUMP SECTION IS SIZED TO PROVIDE 100% OF THE SCHEDULED CAPACITY. ONE PUMP SECTION WILL BE USED FOR STANDBY OPERATION ONLY. 2. PROVIDE CONCRETE HOUSEKEEPING PAD PER SPECIFICATIONS. 3. DISCONNECT SWITCH FURNISHED BY ELECTRICAL CONTRACTOR. 4. STARTER FURNISHED BY ELECTRICAL CONTRACTOR. 5. PUMP MOTOR SHALL BE NON -OVERLOADING THROUGHOUT THE FULL RANGE OF THE PUMP CURVE. 6. COMBINATION STARTER LOCATED IN MOTOR CONTROL CENTER MCC. 7. VFD WILL BE FURNISHED BY TRANE AND INSTALLED BY CONTRACTOR. * TO BE FURNISHED UNDER A NATIONAL ACCOUNT AGREEMENT. CONTACT: "ARMSTRONG" SAM MESSANA 716 693-8813. W V7 a n az wc� wa { W LL � �4Qzox§ 2DZ � �Q�gp�aaw�NxWo txU ty a�((ayy•`ci� Wawz a QCL 0 WO V) X� L ynam waQa g& lh E3 z 0 v C) O O Cn � w BY: CHECEBY, DRAWRCBFILE M3PROT92801DOCU16/01 MECHANICAL SCHEDULES AND DETAILS SH EET: m 3 W t 'o in 0 Qz W u-z¢ Cw� WF--JBOp��Nwvi4Cr>U aQai -800W wm--J ao w���'Xv Jzrnac U a—z.- i.i `n tW��W��Z3�x z 4O0OOLu UQq~0.QOt� 0_ ''stU�+`il�aWUW4Q Z q Q �iQCa+��n� J Qa�UtWNZffiWU56�WW� dOla.NW O.t U--OWgy s Nq a S � N (n �::t(2in <4 4mw¢Q zz- L�-lf O C\2 con V j w BY: r�w�rr RC8 ENAME: MP1 092801 TE: 11 /16/01 MECHANICAL ROOF PLAN AND DETAILS SHEET: mpi REF 1-GP2 r i-t I I ..,..._..,.,r,. _.,...., - 6,1 S , 1 I 41f w...._ _ ,.M._„_,, w ....... ,__..,..,. _...,......,.....,.,.,_.,:_, ,T,__,...,.,w_-_w.,.,.._._�„ _-. ".............. ",...._,.._-.,.,_,-,_._.,.� __..._....,..;. 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I PREP I gf i „ 4, s.. / " i 11 6 1 4n I 1, � 10 -9 - , a ; U�? 0 I ` �. � ; ;.__ ,_ __,,.,�. i � �.. — 'si1I "i r a �?� s FD1 a ,_�,.g< 3 M �•,.1. ,.w,._- __ ..--._.;- .� .._..>-1 � r� v . 5> ._ _ �11 _ ,.m,__ _ ��� �. _...> , . _...,.,, . .,. y` ,= r h w.., ,w: � sST _._. .. >� 8 -8 ; � '-'," FCO �' 611 �, y - ,l 4., : � _, 4 1,-7„ `1. _/ I 8/1 i VTR ' �� it) 411 ' ca �` r 4, } �SS1 " YC 1'` s r .y, GW i' yt 3 fps w'3 /« w 15 � :- , °/ 1 �WGO 4» 4n - I tov afi, �,�,1, f r '$"I m l °. . 1 FS1 � , ri� r , " gal- i r r -., ,, . ,. z 4 P02 , ,' i 7 -O' r .".1, � FD1a g4is n ' FD3 r /r _ _. i tJt! f s - •t ' '.. ^ 2 -i'- 0 FD1a 03M I t1 ; j " 3 , 4 GP1 ;I 4 s -- 1 k 301 r /jn , ,� trl a. , Ii 2 h, ..'i mf 5 _ ; .. I BAKMERY_ __.1._ry . VTR- .,05'_3=/ 17'-11" el ll I.,,�._,w_,.._,_._ _z,�_.t _., __ � VTR _._,.._» FD8 i >.� _ _ ,__ .t - } 4" REF 1-P1 4 ° F 3 ana z - i! ,, TYP =. ` + PRODUCE f l a, GP2 1 t i 1 g', COOLER 1 , I r" I I I ?• FC0 , 4 , _.,.....,., ,__ .. ;, _� _. _.�_._,w._ ._. , y 'Flf _ 1 -11-1I , ,I ,I s } ..I.. , _ 816 , , ;1r� I a F S1 I s I n s I r �� � f s t 4 -� r' I , j! i ir) ^;; I^.E ilia,: ,. n7»--=„ I �. �p:a i I / c, ;� 3 l .; ! « d,o-..-i VTR D 3 j 2"-J 4" }.1 4" 4`-w FD8 '` _,. }1. L I 21- OO 1 1 ,,,Y9,L 6'_a/ _'I� ,, 4'-6" 7'-8"" m _ ' ,.M„_ O 4" 6"FCO 111 ..CD I 1 {€ ^N > , �_..., 4 "-FD8 BAKERYGo I FREEZER ' BAKERY l' :, 11 _ COOLER } v 1€ t .11, .,. «,.•«.m-..- ___ ,.,. ,.,.,,, ,. ..�......a.r-.,. ,.w, h .,:,r.,.,..,->....c_=-..a �.X...- .m_„-,_.. .-. ._...._.........,....-..e„...e.,..«1- ..,..,,.. e.,».,.--l-..,,m,------,.._...«..ve.,......,.,...•,....,.-.,,,_._.,........v.v,.r_,,...,_....,.,._,,,., . — S F ., n 6" _O ____j_ 0 I T^ 4" 1000 GALLON GREASE INTERCEPTOR 0 TYP OF 2 _ _ W,_.. , REF ,4, P4 -4n -SS SAMPLING PORT TPOF2 Y 2 VENT YGa BELOW GRADE REF 3-P4 TYP I VACUUM BR A ER PRE -RINSE E K DISPOSAL UNl7 N -IS � __ - i ! \ SOLENOID _ VALVE BALL FLOW VALVE CONTROL VA WATER LVE A ER I HAMMER ARRESTER �1/ CW FLOOR INLET i i . SWING SPOUT I LEVER HANDLE DRAIN CLEANOUTS IN ENDS OF PIPES TY P -/ t' 6" SEWER LINE 2" AIR GAP MIN (DIRECT) CONNECT{ON �� FOOD SINK DRAIN 4" GW LINE CONNECTION NOTES: 1. VACUUM BREAKER, SOLENOID VALVE, FLOW CONTROL VALVE, AND MANUAL REVERSING SWITCH (REF ELECTRICAL) PROVIDED BY DISPOSAL MANUFACTURER, INSTALLED BY THE CONTRACTOR. 2. ARRANGEMENT SHOWN 15 SCHEMATIC. ADJUST AS REQUIRED TO SUIT FIELD CONDITIONS AND MEET LOCAL CODE REQUIREMENTS. INSTALL UNIT PER MANUFACTURER'S RECOMMENDATIONS. SEAFOOD PREP SINK WITH DISPOSAL 4 NTS 06.29.01 MP26 ACCESS Ta CONDENSATE DRAIN IS THRU REMOVABLE CASE CONDENSATE DRAIN PANEL ON FRONT OF REF REFRIGERATION REFRiGEftATED CASE REFRIGERATED CASE KICKPLATE FLOOR a n a, . _ , I - . C- d : C' G A . d, .d ' Y' ' p . % 4 ' 3 : d .4 ,. .Q , . A <d' q' ,", d. . ' . V .4 , ; �a R d A O Q CAST IRON FLOOR DRAIN BODY WITH OUTLET (CAULK OR PUSH -ON), MEMBRANE CLAMPING COLLAR AND SEDIMENT BUCKET ? PIPE INCREASER FOR — ", COMBINATION WASTE & VENT "�-- DEEP -SEAL P-TRAP LOCATE FL DRAIN SHOWN 4 L TE FLOOR RA WHERE OWN ON DIMENSIONED PLUMBING FLOOR PLAN REFRIGERATED CASE GRAIN 3 NTS 06.29.01 MP08 VVf 7f lk-,,, IIVf`I VVIYI` L_%, IIVIV ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED TO SUIT FIELD CONDITIONS AND MEET LOCAL CODE REQUIREMENTS. INSTALL UNIT PER MANUFACTURER'S RECOMMENDATIONS. PLUMBER TO PROVIDE BACK FLOW VALVES. BAKERY WARE WASHING SINK 2 NTS 06.29.01 MP24 I , li�:,� 6 o'- . iEa ¢ wo 0f5 . QQQ��j�ww i� .. ffi ,5 I�XXt�3'i" V)tY �I�1Owlr'W� °tma<tpn— t,J�raLz8�`aOw�a viat��`'nazu, �c� 0a _:ue-0aQaviaXQ:< ; tj I E3 1qIX1a1&I:* ( v7 S f-- Z Q F- D�•^^� _-,I , 0 Z 0 0 . �-4 1___ 1_1 Q a I "__� 1N Q4 = L.Lj cn rQq C) n'_ O c � t r.�,. �� h- i'-- (f) ¢ i as w CHECKED BY: DRAWN BY: RCB FILE NAME: GP1 PR0T0 CYCL>=: 092801 DOCUMENT DATE: 11 /16/01 -. ' . FRONT GROCERY , : DWV PLAN 1. ,. SHEET: GP1 �*Ifo, 1 i� 3"VTR i i ! FCO CO i 14„ Gp FCo I FCO' 4„ REF 1--P3 2'V,, -- 1 REF 3--P3 2"V i ( 1 REF 1--P,3 f2" 3"VTR { 3"V i _IS FD9 FCO'` i 3"VTR,'L 4» ' I�`�.'r ; FCO 3V ! REF 1—P1,Z i�/ 3.. r4" { 3„YFD3" ""��FD3 � JS � FD3 �JiL 3"VTR 4" 1/'r FD3u- jgK- iU Gp i 3„v i0&"' M z4 AFD3 I 4" �» \ VCO 3"VTR iL L� i ! I 3"V i i i ! { FCO 15 5s- ' FCO FD11 4» 3» D11 FD3 J L �3' "VTR 55 �.0ei { D11 4„ i 'D i 3 V '.00, 4„ i 1%. FCO j �•• 3"v i �FCO 4„ i ! 4" i FCO { I 4" FD11 i 4" � 4» 3" 3„ FD11 FD8 CD �V » TFCO 3"VTR Iol i FD3 3»V IFD3 { 4" I." 3» i i 4" 4' r FD3 FD3Q 4" 3"VTR IL I A V { i { 3,yv{ i 1 i ! i FCOf 4„ FD11 4" " 4 3"VTR IL- FD8 3,N,,,,, SYV 3t Vi FD1O 4 ''�: 1 /2"V MO2 i I, 4 FS1 �j 4„ /1 _i it!r' Any FD1 FD3D � j FD3A„ FCO f 1 F C 0 3"VTR J L i 3„V i 4" 1 4" FD3 i 3" Gp FD3Q, 4" + 4„ 4 0 3" FD3 3"VTR 'i i i i FD3 3„v i 4» 1 4" 3» Gp FD3 i » i 4" J FD3 FCO00d 41t FD3 4., 3„ FD3 Q 4" 3»VTR 3»V 1 1 /2"V `iN. ..i w i 4 `j�Z YV „ �� FD3 ,� 4» { SIV 'A (� ~'' Ne FCO 3„v I SQ1 3„V i FD8 4 � 2» � 2„v { FD D1O 4" SOS j 1 1 /2"V I .. 3„ 4 4„ i> , T IV 6 CD FD1 i 4„ ii' i „' FCO ��r,,I {2" v i 1 3 VTR 3 % S03 •� I,- { 4 It ,.r i i SAMPLING PORT ^D3 { D3 6 4 41' FS1 i { 3"VTRJILs i� 3"VI 23- V { TYP OF 2 » i 3 " FS1 2"V+ f 6" i Pal I YCOb i i FD3 (WITHOUT "v 1000 GALLON 3 v i FUNNEL) FD1 Q i j 4" 2„ { GREASE i Go 6" i 3" 6„ FD1 ' FCO 4„ 4» ( I INTERCEPTOR j FD3 FD3 (~'�, 4" r,.��' 'l 4'3» 1 4 Gw PQ2 1 FS1`ice) 1�i YC 0 4» FCO � 4 �!W S1 " 4" J� '' �' `• y}�FD3 CD 6" 3 FD10 ( 3"VTR 4" UU S FCO (3"V S '{ 1pFD3 » '`FCO 5� 4" { ,S 11 6 » ( 2" VENT 6 BELOW i GRADE , I l 1 /2"V ? .., FDB�- TYP OF 3 FD3 " �l 1� } 4 4 ��ti•.i .� 1 1 /2" V---, ool i F 4„ i Dop FD3 4» FD1O 4 3» BO1 4» 4" FD3 FD10 IL 3 ,V 4„ FCO , 1 1 /2"V _"VTR �� 3„V ,. ♦ 601 G� i r 3"VTR Y 803M ,,FCO i FD3 i 4i.�,.�� 4" I FS1 1� 4" » 4° 3» � :) 4 FD10v � ! j FD8 3» V{ oo,3»V f 803M Gp FS1 4„ 4» j/ DO1 i 3"V DO1 4„ I FD8 F n { 4„ 4" / t FCO 2 ON 4» 3„v, " FCO� 3" it FD1 4» ,. 3 VENT i 4» DO2 FS1 14'—O"AFF 3" 4' 3 FD1 FCO 4" 4" FS1 ( t (WITHOUT 3 V FUNNEL) VFDB ( _I r-J 1 GROCERY DWV RISER, NTS FCO 4» REF 1—P2 qp,;--41 1 --- FD1 0 3"VTR I�FD8 " FD101 t1 ! FC"Q i i3»v '*'*�' I REF 1—P1 t� Lo JiEa <01 Z Wi&qOo�p'3WUwm< " wQ,Q Of I., a ¢ru awztr� Z ak� �c�oo�ow�`w o r�o�o f cnw 3va� rn � �DaLL5L.<00,0:< � O � ry ca � w CHECKED BY: DRAWN BY: R -8 FILE NAME: GP3 PROTO CYCLE: 0928 11 DOCUMENT DATE: 11 /16/01 GROCERY DWV RISER SHEET: GP3 s - - - - - - - -- - - - - M1 Gf GROCERY SALES AREA <=M H84 REF 3-GP5 TYP 3/4" HVN F3ELOW SLAB INSTALL IN SAME TRENCH WITH REFRIGERANT LINES-'-y`) I T 111vv ' I- Fir-1114v MuNu ABOVE FLOOR & BELOW CASES PRODUCE CASE a 2n 21p REF 1-P2j- FRONT GROCERY WATERPLAN 3/4" HW DOWN IN CHASE TO BELOW FLOOR REF 1 -GP5 .......... ......... alp GROCERY WATER HEATER SCHEDULE 1 = I MARK AREA MANUFACTURER ENERGY TANK —/HOU R RECOVERY SERVED MODEL SOURCE SIZE (TOTAL) (TOTAL) WHG1 GROCERY THERMA-STOR REFRIGERANT 119 291,813 624 TOTAL GPH WHG2 MODEL 111-1 HOT GAS GALLON BTU/HOUR @ 1 OOF RISE WHG3 EACH GENERAL INFORMATION: 2 1/2" 1. RECLAIM WATER HEATERS ARE FURNISHED BY OWNER AS PART OF THE REFRIGERATION COORDINATE PACKAGE. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTION TO WATER HEATERS PIPING WIT AT COMPRESSOR HOUSE, HVAC it 'I T 2, EACH WATER HEATER FURNISHED WITH 6KW, 480 V, 10 ELECTRIC BOOSTER HEATING ELEMENT. REF 3. PROVIDE EXPANSION TANK ET6. REFERENCE SPECIALTY PLUMBING FIXTURE SCHEDULE. MECHANICAL DRAWINGS 4. RECOVERY CAPACITY SHOWN INCLUDES 77% OF TANK CAPACITY FOR FIRST HOUR RATING. 05.25.01 —3 /4" 1 1/2" I I I ij i DRY 1/2', GROCERY PLUMBING EQUIPMENT CONNEC11ON SCHEDULE DUCE ROI i PREP-r�._ _. _ a ` MARK FIXTURE BRANCH SIZES (MINI ROUGH -IN NOTES Polw.M. mu )01 . . .. ....... 2 1/ REQUIREMENTS i %JF %� t `, RO CW HW WASTE_ VENT 1/2" 1/2" 1 1/2" 1 1/4" WATER: 18" AFF 1 1/2" 801, DO1, M01, HAND SINK B, C 3/4#0 `SSl Pol, Sol WASTE: 18" AFF j '' r; 603M PRE -RINSE 1/2" 1/2" 3" 1 1/2" WATER: 18" AFF (TYPICAL OF 3) C, D, F f9l 3/4" 3/4' SWING SPOUT (2) 3/4" 3/4" WASTE: 18" AFF (TYPICAL OF 2) r2 GP5 B16 COUNTERTOP B, C 1/2" 1/2" (IND) 1 1/4" WATER: 18" AFF 4 -GP5 P02 SINK -10" AFF A, E, M 835G RACK OVEN 1/210 3/4t# RO WATER: 8' (IND) 1 1/4" GAS (290 MBH): 8'-10" AFF PRODUCE x-- ( j i 636 PROOFBOX 1/20' 1/2 RO WATER: 8'-10" AFF A, E. M COOLER (IND) 12 1 1 /2" D02, M02 3-COMPARTMENT 3/4 3/4 3" 1 1/2" WATER: 18" AFF C, D, F P02 SINK WASTE: 18" AFF 5v- _j 4" MG10 R.O. EQUIPMENT 3/4" (IND) WATER: 72" AFF 3/ 'BO MG11 tBEIM 2 2 R.O. DISPENSER 3/4" 3/4" RO WATER: 18" AFF, WASTE 12" AFF A, 0, 1, J Gpi GP5 2)f P07 PRODUCE MISTING 1/2- RO WATER: 84" AFF SYSTEM ,� x.. '� � „ ter.. ` 'I ,- x ,... , . �.. n;. rr ,.. :.. '�.,..:. >a' %� ' � BQ1 ` � ' ' �h, _ ��° .,a�..� ° � i ; t ( 1 r� e S03 3-COMP. SINK 3/4" 3/40' 3p'1 1/2" WATER: 18" AFF, WASTE 18" AFF C, D, F 41 801 ►............. S05 DISPOSAL 1/22" 1 1/4" WATER: 18" AFF, WASTE 18" AFF A, B 1' 3/4" /4" -1 22 31 sio ICE FLAKER 1/2 3/4" RO WATER: 90" AFF 2j' A, E, m T RO— - q (IND)- - - - - - - - - - T_ - - - - - - Ms LOBSTER 1/2"t RO WATER: 36" AFF A, E, M ...... S14 1 1/2" 1 1/2" 3/4" 2r? STEAMER (IND) /4" T BAKERY BAKER Y BAKERY GENERAL INFORMATION (ALL EQUIPMENT): COOLER FREEZER �R 1. EQUIPMENT AND TRIM FURNISHED BY OWNER, ROUGH -IN AND FINAL CONNECTIONS BY PLUMBINGCONTRACTOR, TI 3 UNLESS NOTED OTHERWISE, FPWH NOTES: REF 2-P4 A. PROVIDE SHUT-OFF VALVES. B. PROVIDE P-TRAP WITH CLEANOUT PLUG AND ESCUTCHEON, C. PROVIDE CHROME PLATED ANGLE SUPPLY, FLEXIBLE RISER, AND WHEEL HANDLE WITH ESCUTCHEON. D. PROVIDE CHECK VALVES ON HOT AND COLD WATER SUPPLIES. E. PROVIDE FULL-SIZE DRAIN LINE FROM EQUIPMENT. END OVER FUNNEL DRAIN WITH 2" AIR GAP. F. IF PLUMBING PLAN SHOWS THE 3-COMPARTMENT SINK INDIRECTLY CONNECTED TO FLOOR SINK, THEN WASTE ROUGH -IN HEIGHT AND VENT SIZE DO NOT APPLY. G. R.O. VENDOR SHALL BE RESPONSIBLE FOR LOCATIONS OF DRINK DISPENSER AND WATER FILTRATION EQUIPMENT, AND ALL FINAL CONNECTIONS. H. REFRIGERATION CONTRACTOR TO INSTALL MISTING SYSTEM. SUPPLY SIDE ROUGH -IN AND FINAL CONNECTION BY PLUMBING CONTRACTOR. 1. PROVIDE 1 1/4" P-TRAP AT 12" AFF WITH 1 1/4" TO 3/4- REDUCER FOR CONNECTION TO R.O. WATER DISPENSER DRAIN. f J. PROVIDE 3/4" i.d. FEMALE FITTING AND SHUT-OFF FOR R,O. DISPENSER WATER CONNECTION AT 18" AFF, K. PLUMBING CONTRACTOR SHALL PROVIDE INLINE FILTER PER MANUFACTURER'S RECOMMENDATIONS. L. PROVIDE DOUBLE CHECK BACKFLOW PREVENTER ON WATER SUPPLY. M. PROVIDE STAINLESS STEEL DOUBLE CHECK BACKFLOW PREVENTER ON R.0, WATER SUPPLY, PROVIDE PEX TUBING ON DOWNSTREAM SIDE OF BACKFLOW PREVENTER. LREMMAILT11 CHECKED CHECKED BY: CHE CKE D BY: BRAWN By. DRAWN BY: DRA RCB RCB FILE NAME; GP4 PROTO CYCLE: 092801 �j DOCUMENT DATE. 11/16/01 FRONT GROCERY WATER PLAN AND SCHEDULES SHEET: GR 4 f- -_ - 3 - - - 1 3/4 H83 FPMHB 3/4" , 3 1,) ssi r4l�c,; 1 2 , ,,To\. ,.%,r,•.�,''�`w 3I4" ` CHECK VALVE 3/4"1 o ��.,/,/ 1 ,\� 3/4' MG10 EWlL ✓, ,,r , . ` 3/4„ HW BELOW SLAB REF 1-P3< FP WH 3/4„'� , . 1 1 /2„ ETB 3/4 ` !• MG11 3/4„ HB4 2 1 /2 TEMPERING VALVE /./ 3/4" 1 1 /4 .' ` . . 1 1 /2 3/4" HW BELOW SLAB 3/4" 3/4» 3/411 '+ ` \ 1 r 3/4» f "1 1 /2" HOT WATER TO FIXTURES �""`­­ I HOT WATER RECIRCULATION LINE COLD WATER COLD WATER ! I WALL ANGLE I I SUPPORTS TYP M EXPANSION + TANK I , BUTYL DIAPHRAGM WATER HEATER MFR. SUPPORT PLATFORM -- AIR CHARGING VALVE FILL TANK WITH AIR TO MATCH WATER PRESSURE BUILDING EXTERIOR WALL COMPRESSOR HOUSE WALL. THERMOMETER , -Z _, HEAT HEAT ► HEAT i RECLAIM i RECLAIM RECLAIM STRAINER WATER WATER _ WATER HEATER HEATER I i HEATER } ( CHECK T i I I (OPTIONAL) VALVE `* `* _ t WATER LINES FROM BUILDING TO COMPRESSOR HOUSE BY PLUMBING CONTRACTOR. FINAL CONNECTIONS TO COMPRESSOR HOUSE BY PLUMBING CONTRACTOR. RECIRCULATION PUMP DRAIN VALVE TYP NOTES: 1. ALL EQUIPMENT, PIPING, VALVING, INSULATION, AND HEAT TRACE INSIDE OF THE COMPRESSOR HOUSE IS BY THE COMPRESSOR HOUSE MANUFACTURER. 2. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ELECTRICAL HEAT TAPE AND INSULATION FOR ALL WATER PIPING BETWEEN THE COMPRESSOR HOUSE AND THE BUILDING. (--2HEAT RECLAIM WATER HEATERS NTS 09.28.01 MP17 COMPRESSOR HOUSE #1 H64 TEMPERING ✓`�� HOT WATER ��,� ,,1/2" " ✓ VALVE -'' ( RECIRCULATION 1 1/2" 1 /2 BALANCING ,' f 3/4" HW BELOW SLAB --� i '' 1 /2" i j VALVES 1/2", S01 I S14 S05 ��. . j 503 / 2 1 /2" `�.1 ;`��. , l 1 1 /2" f HB4 3/411 3/4" HB4 1 1 /2" HB4 f 2» j>>> 3/4" HW BELOW SLAB I ' ~TEMPERING 3/4 j 3VALVE //✓-' '' 1 /2 4 I /4" / 2" PIPING BELOW �`3/4„ PRODUCE CASES 1 /2" r L�SSi 3 4 rl-11 r� 1 1 /2„ PRODUCE CASE CLEANOUT SYSTEM -\ 1 2" 1 1 /2" 1/2 " ' r 3/4" B01 = ✓'� B01 1 1 /2" '/ w 3/4" `f 2» TEMLI ERATURE BY NE D APRVALV�ESSURE 1" �. -) / w I 1 /2" FPWH MANUFACTURER TYP Q i; 2„ . / B35G 1 1 /4" 1 1 /2,> RECLAIM WATER HEATER ' / IS DOUBLE --WALL TYPE HEAT i•,` �/ r <�B01 f VALVE AND CAP 1 /2" EXCHANGER (A HEAT TRANSFERWATER LINE AT BLANKET SURROUNDS THE WATER ` y -'�%/ w B03M 14'-0"AFF ABOVE TANK USING REFRIGERANT HOT -,CEILING FOR FUTURE GAS AS THE HEAT SOURCE) 3/4 1 =/ �� CONNECTION TO OVEN 1" UNION .\ HW @ 14'-0"AFF , TYP / ` 3/4 (� JUST OUTSIDE WALL FOR CONNECTION BY / FOOD SERVICE RELIEF VALVE DISCHARGE LINE •�'� �' 3/4" FULL SIZE OF VALVE OUTLET. D01 TENANT /� ' ROUTE LINE OUTSIDE ' COMPRESSOR HOUSE AND ' / ` TEMPERING HB3 f TERMINATE WITH PIPE END ` VALVE FACING TOWARD GROUND 2� 'a REF 1-P2 Y' GR�OCERY �WA�TER R�IS ER 1") NTS w t: a. aQ z -j d`��1Uwi�il2�(005 cnU]0 5 zieH 0 V) z E3 z 0 0 Q CD � O � L'j (Dc\ V) � w ECKED BY: AWN BY: [FILE RCB NAME: GP6OTO CYCLE: 092801 DOCUMENT DATE; 11 /16,/01 GROCERY WATER RISER AND DETAILS SHEET: GP6 s REF 1—GM2 k....,.: i t _. t ._._.>.. _...,... _,.,._.. _,._ ..W..w__.w.......___., _»._ H,_. ................ . .. __ `= 34/40 SA AND 34/40 RA IN BULKHEAD I ! REF ARCHITECTURAL I I } ; f St a a I DRAWINGS FOR DETAILS � F ...N 0 MEAT DELI CC i GROCERY SALES AREA I co 4 {t. 4 I F (CAPTIVEEXHAUST HOOD SYSTEM SCHEDULE - ARE F r 1 EXHAUST HOOD EXHAUST FAN AIR BALANCE NOTES MARK AREA SERVED MODEL LENGTH WIDTH HEIGHT MARK MODEL CFM ESP HP MAKE UP AIR CFM SOURCE ADDITIONAL EXHAUST CFM EH1 BAKERY 4824 ND 6'-0" 4'-0" 2'-0" EFH1 DDU-16Q1 750 0.6" 1 /2 1500 AHU1 /AHU3. 750 (OVEN FAN) A, B , tr I r, ) n n DELI 5124 ND 14 —0 4 —3 2 —0 FH DU75FA 1950 0.75 3 4 1950 2 EH2 E 2 AHU1 AHU3 N A C GENERAL INFORMATION (ALL UNITS): 1. HOOD & FAN FURNISHED BY OWNER, INSTALLATION AND START UP BY MECHANICAL CONTRACTOR. { 2. HOOD PROVIDED WITH INTEGRAL DRIP TRAY, LIGHTS, STAINLESS STEEL U.L. LISTED GREASE FILTERS, if PRE —WIRED CONTROL PANEL, STAINLESS STEEL BACKSPLASH, AND STAINLESS STEEL ENCLOSURE PANELS UP TO CEILING. Fi 3. FIRE SUPPRESSION SYSTEM FOR HOOD SHALL BE ANSUL WET CHEMICAL TYPE FIRE EXTINGUISHING SYSTEM CONTAINED IN A STAINLESS STEEL COMPARTMENT LOCATED AT END OF HOOD. (HOOD LENGTH DOES NOT INCLUDE FIRE SUPPRESSION COMPARTMENT.) s 4. EXHAUST FAN SHALL BE 120V, 1 PHASE, 60 HERTZ, DIRECT DRIVE (UNLESS NOTED OTHERWISE), UP —BLAST & U.L. APPROVED FOR GREASE EXHAUST, DISCHARGE MIN. 40" ABOVE ROOF. 5. EXHAUST FAN ROOF CURB PROVIDED BY GENERAL CONTRACTOR. REFER TO SPECIFICATIONS. 6. ANSUL COMPARTMENT CONTROLS SHALL BE INTERLOCKED TO SHUT DOWN THE ROOFTOP UNIT SERVING THE SPACE UPON ACTIVATION OF FIRE SUPPRESSION SYSTEM. 7. UPON ACTIVATION OF THE FIRE SUPPRESSION SYSTEM, THE HOOD EXHAUST FAN SHALL CONTINUE TO RUN, M. 8, MECHANICAL CONTRACTOR SHALL COORDINATE WITH ENERGY MANAGEMENT CONTRACTOR ALL WIRING BETWEEN EXHAUST FAN, ROOFTOP UNIT AND HOOD. IF ADDITIONAL INFORMATION IS REQUIRED, CONTACT THE RUBY BELL CORPORATION AT (417) 485-3141, S..,m...tt NOTES: s"» A. HOOD SHALL BE PROVIDED WITH ADDITIONAL CONTACTS TO ENABLE SYSTEM TO BE INTERLOCKED WITH THE ROOFTOP UNIT SERVING THE SPACE. s; f ; B. HOOD SWITCH SHALL ENERGIZE EXHAUST FAN AND RTU SUPPLY FAN (IF NOT ON) TO SUPPLY THE INDICATED OUTSIDE AIR NEEDED FOR EXHAUST HOOD MAKE UP, F ` C. HOOD SWITCH SHALL ENERGIZE EXHAUST FAN, AIR HANDLING UNIT (AHU1) IS A CONSTANT FAN UNIT PROVIDING CONTINUOUS EXHAUST HOOD MAKE—UP AIR. I .4 D. EXHAUST FAN IS BELT DRIVE. s` CODE COMPLIANCE NOTES �- __ 1, CAPTIVE—AIRE KITCHEN EXHAUST HOODS ARE DESIGNED AND MANUFACTURED IN COMPLIANCE WITH NFPA 96. 3. HOODS ARE TESTED AND LISTED IN ACCORDANCE WITH UL 710 (FILE MH12106). ALL HOODS BEAR THE UL LABEL. j 2. CAPTIVE—AIRE KITCHEN EXHAUST FANS ARE DESIGNED AND MANUFACTURED IN COMPLIANCE WITH NFPA 96. I FANS ARE TESTED AND LISTED IN ACCORDANCE WITH UL 705 AND UL 762. ALL FANS BEAR THE UL LABEL. I 3. CAPTIVE—AIRE KITCHEN EXHAUST HOOD FIRE SUPRESSION SYSTEMS ARE DESIGNED AND MANUFACTURED IN COMPLIANCE WITH S x NFPA 17A AND NFPA 96. FIRE SUPRESSION SYSTEMS ARE TESTED AND LISTED IN ACCORDANCE WITH UL 300, 1 V.LO. V I ? '' F> t I ... M._ . 3 �4 I - `1 I DRAWINGS FOR DETAILS s , I I' ;REF 3—GM1 ' c00v l F i MEAT HOLDING I 0( _ a I CO LER i= I BRANCH OFF N; TOP OR SIDE OF 2 2" GAS UP THRU ROOF GAS PIPE MAIN 0 (d'r' 4t ON , t� _ ' REF MP1 FOR CONTINUATION .... . _,......r_.r ., _ ...,.,, I� _...... _....,.._ _,_,.,_...,_ _ T AL S .,r. r � . v :...... v�.. a., i u MA . � i '• , t: ; i� � U tt ,s � , � i..� w (TOTAL OT GA LOAD 930 MBH) Yw... i ` �j S+'.0 uj (� iFf •'' l.t� i 5-101 ' %? $ ! SUSPEND PIPE FROM PRO IDE A SHUT— FF 2rr ,i � � i V G S 0 COCK n.�.�I t .ff pj S 3' ..- ...... ..,...,.. .�_ , ., _,,.._....-,-..; ,.,,:w... __.-._ ...�................. __...,... ..., � ;.r....._...._.......,,.-.._.....,._;,� .w.:..„S ! 7 i � # I 4 . > t . � Ito re • , I STRUCTURE ABOVE G AND GROUND JOINT UNION / / I WITH PIPE HANGERS / / a € 24 28 SA AND 24 26 ``t d r5< t ' E RA {N BULKHEAD FULL SIZE OF BRANCH PIPE 1 1 4 t , f r s + PER SPECIFICATIONS I - REF ARCHITECTURAL / n" DRAWINGS FOR DETAILS G t F � SEE PLAN FOR PIPE SIZE.USE LAC K STOCK STEEL PIPE WITH % B35G ROOM SCREWED FITTINGS -� WITH EQUIPMENT SHED t I GAS TRAIN FURNI (9 B ) W (290, M H r, I „ V CAP # � VALVE AND A 2 GAS AT r 1 I �� a �i __.. K. ..._{_,w... .., _. ; ; s y.:.? " PIPE REDUCER FROM BRANCH < < __., ...._: PR V D 6 ft G 1 -- ABOVE CEILING FOR I4 _. 600 ,,�.,,3 t 0 ! E DIRT LE 4 A CV _ "�`" �� `�' _ _ �� -. F FULL SIZE OF BRANCH PIPE SIZE TO UNIT CONNECTION FUTURE CONNECTION BY FOOD I' i _-- -- •. f � SIZE AT UNIT CONNECTION STUB ' F I I I Eti;_ ( VALVE AND CAP 1 1 /4 . GAS AT , SERVICE TENANT 350 B �-S AFCOD f t _. ,. ...,.._.........,.,.....:_.�.,...... ,....w<.... .:�� ...:... _w.,.._.. .._ , � ,�r, . .,�., .;,,., � ,�. .. v ,. _ ...... ABOVE CEILING FOR FUTURE CONNECTION TO OVEN y _.. SAW # i FOLLOW MANUFACTURERS RECOMMENDATIONS FROM 14 —0 AFF : I EQUIPMENT INSTALLATION MANUAL, 290 MBH t��- __ A ..f:.�._. _ .,..,..., ._.. �.�m__�.�<w_.....,.....�._._...._:_.:... _...__,.�...vw.,.._.._.._�.,..�....�._..._-_a ? ,,,.,.�...._..�.�,_» . _.._ _,r �,, •�� �� 48 24 3600 (4BAKERY SAS RISER Ts ANSI II REF 1—M2 REF 1—M2 REF 1—M2 REF 1—M2 HVAC PLA i 24/18 SA IN BULKHEAD REF ARCHITECTURAL F DRAWINGS FOR DETAILS ; 4 I I r Vf Q 1 REF 3—GM1.. 8" FLUE UP TO OVEN FAN ON ROOF TYP OF 2 �- PROVIDE EXHAUST FAN CURB (SIMILAR TO EF14) ON ROOF. CAP CURB AND EXTEND 8" FLUE DOWN TO 12" ABOVE CEILING FOR FUTURE OVEN. EXTEND 8" FLUE UP INTO CURB CAVITY FOR 1 CONNE ON TO FUTURE EXHAUST FAN. GAS UP IRU ROOF =F 1—MP1 �--VALVE AND CAP 1 1/4" GAS AT 14'—O"AFF ABOVE CEILING FOR FUTURE s, CONNECTION TO OVEN (290 MBH) REF 4—GM1 I I 2 8/8 GREASE EXHAUST DUCT UP TO EFH1 SUPPLY AIR REGISTER MOUNT TOP OF REGISTER. 16'--0"AFF 40/26 SA DUCT IN 40/48 BULKHEAD REF ARCHITECTURE DRAWINGS — 12/24 RA GRILLE MOUNT TOP OF GRILLE 12'-6"AFF 40/44 26/24 RA DUCT IN BULKHEAD /01 REF ARCHITECTURAL DRAWINGS 10/20 RA DUCT PENETRATING RA CHASE WALL ! a� ac w [r RETURN AIR AT BOTTOM OF CASE SECTION AT R.00ERY.B.ULKHEAI 3 NT5 GREASE EXHAUST FAN — HINGED BASE ON z VENTED CURB � I I GREASE EXHAUST i { HOOD I I BUILT—IN 3" AIR SPACE ON BACK OF HOOD—,, i rj REF SCHEDULE L il FOR HOOD SIZE-----,-,f�— INTEGRAL DRIP TRAY _ 48" BACKSPLASH 1 ' (PROVIDE FULL r—l--_--�- LENGTH BACKSPLASH i t, IF REQUIRED BY ICCOKING AUTHORITY HAVING iEQUIPMENT JURISDICTION) 6" MINIMUM ON OPEN SIDES NO 90 DEGREE BENDS ALLOWED. z NO MORE THAN 2-45 DEGREE (� RADIUS BENDS PER TURN ARE I I v ALLOWED IN EXHAUST DUCT FOR `t GREASE EXHAUST FAN HINGED BASE ON VENTED / CURB CANOPY HOOD---- i l JOIST— - - i GREASE CLEAN OUT DOORS (TYP AT 'f GREASE EXHAUST DUCT 16 GAUGE BLACK GREASE EACH CHANGE OF DIRECTION). � STEEL, WELDED LIQUID TIGHT COORDINATE EXHAUST GREASE EXHAUST DUCT 16 GAUGE BLACK AS REQUIRED UP THROUGH STRUCTURE HOOD ---�\ i !/' STEEL, WELDED LIQUID TIGHT COORDINATE i I AS REQUIRED UP THROUGH STRUCTURE. FIRE RATED DUCT WRAP FIRE RATED DUCT WRAP REF SPECIFICATIONS REF SPECIFICATIONS BUILT—IN 3" tt It STAINLESS STEEL AIR SPACE ON ! STAINLESS STEEL ENCLOSURE PANELS CEILING BACK OF HOOD ENCLOSURE PANELS CEILING LIGHTS REF SCHEDULE �L LIGHTS 16" UL CLASSIFIED FOR HOOD SIZE 16" UL CLASSIFIED BAFFLE —TYPE BAFFLE --TYPE GREASE FILTERS INTEGRAL GREASE FILTERS �____.� DRIP TRAY ! i f....... „ ...�.4 ......��,,1-1 MOUNT BOTTOM OF _w_a ! ► r MOUNT BOTTOM OF HOOD 78"AFF 48" BACKSPLASH f HOOD 78"AFF UNLESS NOTED UNLESS NOTED (PROVIDE FULL ! E OTHERWISE ON PLAN LENGTH BACKSPLASH ! OTHERWISE ON PLAN ,F (COOKING IF REQUIRED BY •EQUIPMEN FLOOR AUTHORITY HAVING t T► !! FLOOR JURISDICTION) 6" MINIMUM ON OPEN SIDES NOTE: TOTAL EXHAUST HOOD SYSTEM TO BE IN COMPLETE CONFORMANCE WITH NFPA-96, UL300 AND ALL LOCAL CODE REGULATIONS t ot"> w � yW pQa w 0 } Z 0 wIow a�;�ZDT" ©V�"�oo l-_ aa..�O�zo�4�o�¢ In aoawmwwo � toLm-.11i<CCr54��Qh- t� s, o CD � O LI_l ry 0 W t7a � ix w CHECKED BY: DRAWN BY: RCB FILE NAME: GM 1 PROTO CYCLE: 092801 DOCUMENT DATE: 11 /16/01 FRONT GROCERY H VAC PLAN AND DETAILS 1 FRONT GR OC EXHAUST HOOD 2 NTS 09.28.01 MM10 SHEET: GM1 ,I I FP3.3 REF TO SHEET FP3 FOR CONTINUATION OF REMOTE AREA OPERATING AREA #5 SALES AREA 0.20 GPM/SQFT OVER 1500 SQFT 250 GPM HOSE ALLOWANCE 13 SPRINKLERS FLOWING M DEMAND AT BASE OF RISER: 533 GPM AT 26.3 PSI OPERATING AREA #6 SALES AREA 0.20 GPM/SQFT OVER 1500 SQFT 250 GPM HOSE ALLOWANCE 13 SPRINKLERS FLOWING DEMAND AT BASE OF RISER: 598 GPM AT 36.7 PSI le • c • g t CU ,Cu Ct.l 1 • ♦ • • O { ♦ ♦ I o t z t 4 CU 'ok 4 OD l a I o I O� CU (U N CU 9 N CU CLI (� 1 • OI r O ♦ O ♦ o r p O { `` ., ��+� ._ _._„ 4 »i C,0 f I t C)O I �' m CLI Q, Ct1 Q, CZ1 1 ti I ti I �d I MEAT i ;#! , � C � --BOOM tL.zl i i F CL! 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I � I �,-:,_,,��i - , I I r , - - - � 1 1 _!��?,/11,1,yuj --- � --,-"---,,,,, 11 j, 1�, i i , __ - "I P � 'i I "�,_ -, i �1, � ____1_ " I I SPRINKLER A -Z '.-I"',O). _­�_­_ lu --k- 1 _ -, ­_Ii��111 , , I I .� -, '.-,. 0 H ,i�il' 111__�"", - ij _�, I 1 ,,E�',,5� CLAIMS , 0 11 I . ''�._ - 4w __\ /_ 4 H_ __\ am) ­11-1-1-- ) 1 r- I �11 �� ,I I "I I - ; ­1 . . � -1 i ­ _1 -_ i -- -I i - I ., .1 ,- I . - �, I,---.-- . i ,'ROPM, , I , ­7�'V-­­ L­1 il..,---,."�--",--"--,,�"--�-"�,--�,- �", z . - . __ il i � ROOM il I I t . , ,� 1, � I . ", � i ­­ I , , - I'll 1k � . � r,�­a i L- '-�-�-,�,�.1--l�,-,----".-,.",-:"�"-1,,��'-j i I I f - I ­­ �_ �­I­­ ,- 1. -\I-e - -\- - � UPS 11 i� 16.023 REFER TO ARCHITECTURAL DETAIL FOR I " ___� " I ,� - — —3 E___ , , / za&,l �-a-,".1--­_ __­��L�1­1_1___­__I�, - I f - . , tJ,_j__t_, __ , '-1- ,I _, ,� - . 1- - . " , - � . I T ��- f � t ,,, , pom , I ,�n I -�� .� i 1, I � 5- "I I � i I, r-j, E — — I i ", , �f L , , , ����� ?I, - - . i. i I :1 I f \ SOFFIT LIGHT FIXTURE INSTALLATION, / I i III I i ; � �111ji 5 � � I c � / i� �- I � -1.1 11, � I. I i, , , ? � �,�. ­ � - 1 , L ___ - - " W-i i I ,� c 1. 11 � 1 18 1 i I" I - ;J 0 V�� U - , �­- -Y", ­-, ,"I If �111_1�11 I— ", "­_ . � , ­�_�i� � I I L� .11 >11, - I . It , I " � �7 , I I � ! ! � 1­� / � 11 . . , �11 - i OL 61 D ",i� "I ­1­­1-__'­___­­ ,-- ___. � I 1 t ... 1­11--l- - i , __ � 1� � � % � 4 ­�­ I ­_ , I I 1.1-, ­­­v - ­]_ '­,',---:_J_=- ­­ 1: I I ,'�, - , - , � ­_ I L,'='.J T ­--l-, -.11. i 11 , , rl � t , � f Typ /- " "') I 4.1b i 16.026 PROVIDE UNISTRUT TO MOUNT FIXTURES I � 'I. ."'Ll- j _1_ I - I 11 ,�,�z,t� Lzi- ­,� ,.� "I., - 17 I _4 I .? �:""], 7. - Ili 11.1. 11;lk"), - ­_ i 16.021 ) I !" � Ili I t� ��" ,I � - It ... V�Y�tl ­," _1_1117�11­1.1­_ .1 , , W� ��, i i / .. I � 1_� ,� ;,. "---V�,�,�"- . _'�� H I—- .! -1. 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LIGHTS AND CONDUIT ,,� , `,.,,�, - . -, � � 1,,�//. , i* X ", ,1,151 e . , ,­-7 � I ­1 111.11 -1-1-1-11 - -, ?,,,Z/x - �-/,,,­,,-,-,,,-z/-,x',<, � �', - ,,, . ,,,-,,,,,,,�;",:�,��-,'.�',',,;�."-;,--,, i ASSEMBLY WILL ARRIVE COMPLETELY ' ____.� ,` " , " " f- A., ,,`A/,e'/A/�,`/ ,� e " aj.,�- ,,,� , � 1 �,,,17',',�� - ;�,"�-=;�,�-��.��-.�?,'��"7"q,-..r:,,,,-,��f,�,,�I ... w . I- III I , * r - I (_--f�,L,!,�I�, %-'N1yr_ft1,�%1,1 -��7-��,,,,,�,,,�,,��,-.-�"ipt) __ ___.____.111_1111_,­ __ - I, , . ­ 11-1 - " .,i' , _ 19 3 " . . 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I . . . . 1. . . . I I . 0 * I 11 . . . . 0 . I . . . . . . . . - I . - . I I I I . i. r . I . . . . . . . . . .. . I , * b - r * . 0 . . . . . . . . . " � .. . . . . I 8 t * ll - . 1. r .. . . . SHEET: � I 61 " I I ; -1 . El 41 1. - - f If I ____ — ! V 11 - 2 E-5 , ill tt, , �,n ")­_4 , '? Ap , � � ,�, z 0 (z-�,,4 e,k � I it , F'_,_,__­­­f 1 I -- - r i, ____ #mwmm�"ft�ftm � , - =:=_T0--i==-_:= _ _, �� -11 ..., 1­111. - _ - f t1t, !M1 q, � (D 1111 .1 GENERAL POWER NOTES 1. TELEPOWER POLES: MOUNT JUNCTION BOX(ES) ___UM TO TOP SIDE OF BOTTOM CHORD OF BAR JOIST. INSTALL FURNISHED PRE -WIRED POWER POLES, AND POLE EXTENDERS. PROVIDE UNISTRUT SUPPORTS AND HARDWARE TO SECURE TELEPOWER POLE PLUMB TO BUILDING STRUCTURE. 2. PROVIDE WEATHERTIGHT FLEX CONDUIT AND WIRING FROM DISCONNECT .SWITCH OR JUNCTION BOX TO EQUIPMENT KNOCKOUT OR ELECTRICAL CONNECTION POINT. it" ; ­ _­._______ - ENTRANCE KAN UL i �,�. �.,, .}, zli il �i � _' , �, . ..... __,�.' !C 1 3. WHERE EQUIPMENT NAMEPLATE PROTECTIVE t � , N - I t'. 1R. '. f I 5 � "'t"lk �H 4 a ? G) - 0 1 I 4M . DEVICE RATING DIFFERS FROM SIZE PROVIDED, M I I N , 7 ,V�Iil;. CHANGE OUT BRANCH CIRCUIT WIRING AND Is i 0 (D i ` I o I T , I I , fi /— REMOTE T I Q ; %I;; �7 11, i (i) TAMPER 0 I 1�1'�,,,, TING . 'fl, I � i ; I 1, . 0 0 0 , OVERCURRENT DEVICE TO APPROPRIATE RA � , �. rg. I DEVICE CONDUIT i i . I I �,,i P,�� 4 ,I � I i, " "I 2 j i I !`, I I 1111 I I i Z I % PER NEC. 11 1� , � � . I t I il t � t ,�,-j ! F , 4 � - ,I GE2 11 � 11 t � 257' O" � j � i 111, 5 � 4 i -, I : t I i,if 1 � 1 4. WHERE EQUIPMENT IS FURNISHED WITH i 4 1 ­­_ i I ,It 11 TELEPHONE SERVICE f 1 4 � i , ----,j . __ I------ . I I I I -1 � _ .i � i 1, , ; A � ; , �. x ,\ - 1, i . !):i � r-1, - ENTRANCE- E3 E2.4 ! I I If! � j t , � � i t DIFFERENT PLUG, REMOVE OLD PLUG AND , i ! I I j;-, t I t i I ,j 'i i i . __1 I I I ,� t I - i I 1. I � . 'If I'll I I I . I .il V­_ t ,�4 , ­ � ,.--" , � Ii�l -�. 111- z i 1�4 ( I �uj I i i i I INSTALL NEW PLUG AS SPECIFIED. , � t 00% � +90" FOR NEON SIGNAGE it ­­1 � sf_ -11 ..­.�� I,,'- I r lrl_�T7!n!!7�l-l'..-".�.--,.-.,...,.-,�--,----�,�-,.-,-��",�,.,- , . -7 mft�ftm�ftw"��a anw!!�400 ��jl ­_j - ,,, ­_!­ ­­_ - ­­­­­_­-._--_ ­ - -.1-11r- ­11'.. � -1-11.1 '. - - - ­. - - .... 11. � 11 ,­�--­­­ ­­­ ­­ - ,^-�Ir:z_�--V.,.",-'."�.,�ll"�;�l,,-,�z,- *11111',W�, _____.__­1­­1 � 7­;111 ", ; --,- , 11 ,,.,.---��-�,,-.-�-111--l","--.--,,.,,"-.-.� .11, ..���,��""n�,��1%1-1?"-,�Ll%���,,�I - - -,,..--- -- ­­­­ - ----,. -- -- . - 4 . ,���,'�,-,--�-t,�,,-��',",�--"�,i�.,-�.,�"-.--,-,---'��'.-�,-,�-�'-�,,,',,�.�,�-�-�"-""--', ­,,�­',?f -=­ , �� . 1`_ .� -."--"'- ­ ___ ,,, , , ��­4 ,� -- `� 4 a, �`, � 7*11� ­=, I ­ _1_111­­,i_­­ ..... .. --,�-,-�",--,---�-""--"..,,�.-1-11.11 I-- , _:�M_�,,� , _ _���,�ff,-4-`- 111-�,=-1=,"I'v,"z�-, " -_-��t� "*&_--,�� -- ,� 11 1". - __­­_`� v�� ­7,­." - r,* I,- ­ -1--1111; .- � � �,, ".'�-,,,,,;,,,.,-,"'-'-"-, ,.I T _­ -,-"-,- - "-,--- - ___­ __ ­ 1� I , ­­ ­­­,__" , , , k.__1­__1­­1_­1_=17 1� 11 1'� __1 ,��ll,��=1-71���1;7�;-��--�--�7"=,�,�. "I-71-1=-,--,--�����7�,�'.Z","",�,�,�-1-��ll-�z��.",��- '--""�'��,-�--'��---,:,��ll"""�--"-"�'-"�*�,�,11_=­'­, , .,- I � !7,4"�� '"'� .,"* Y­, ; I i 777 _7 I 1. _77 I- r7!!!7t_. �,..-.--,,,---,, .1 1_1__�W'_ ,_v . �­��,o,-,,�;YZ-Tn, -�-��,-,;,"� .. ........ i�,Jk _�-I;��.-, -,.I,-.- - 1; . j, � i y 1W i " , r ", � - 1! � , I ! 11 I �P;_ - .1.1� ­ ­ -1- 1_17 I W. , ,--",--,---,"^"-,----"--"-,-^', ,,, 1-IT _­ _ -, ,-,;. 0 ., , �� I - 1. 111--11. .1- -,-,,, 5. ELECTRONIC FIRE PROTECTION/SECURITY ALAR 1`� �__, ____­_�_,4, �" o ; �N I I I m 11 , , " PNI 11,.1 . ,� 11 LAD ,,, 1! �,. ". pn� �, - -- ­ , � i r, - I " I BOXES AND CONDUITS SHOWN ON POWER PLANS w -',,��­_11111�:�a � - � il , w __"'14U ,,,,_, t___-'­­ I ,,,,, _­111 , , i� ­.1-1.1 � i._,', WR, fPF1 8 i i -1i i I ? I � _/__�, _31, � 6., ,f,__::,�_;�Ji . ... ... :-""�,,�,�l,.-.�..��-��,-,,,t,--",-,,��-,,�,,!,,.-., "I'll I � " I . , r- I �. � I I I I ; , " �_.-.1.111-1--l­ -'j p", ­11" N --7- � I , ' t _�_' iI . 11 e� � lz�?i f 01 SHALL BE PROVIDED UNDER THIS CONTRACT. . � rI lmz�, i L - >1 M I ,��; . 1, f, , I I t I : ii I I , il.� � �',_ I I i?.� i 11m,", i� 1� 1, M"i , ­7 1 -__ 1 6L� - 3 I IN i ! -1 _1 %, r , tlt� 1 ! I 11.4- f '. , " " ,� . k ....... -,-..","nl."Zl.l-,.---.,��-.11--,Ll. ­­__ ­­=;,,.,� 4 1 , �,. i _�,�_ ­ , il., -�.�=,C�t,�:�r --�--.- I ". � v ADDITION, UNLESS OTHERWISE NOTED, THE I I 1­1 1-11, � , 3 . "I i "j. I �,. _� ,.=-1- g I , fl, 1 ; f i '. tt:ci2 f��"'r "!�' ,;,=��_,=kl A - 4� 11 . ! " L___J I I f -,- - _--l-, "' 1-1, �,�._ -,-,. � il _,_ /_-..___ I � I � f : W` 11111 � . I � I 11 " , � I ,_,-,__-,--_L I L!,_ '"i- ,/ 6 I " , I � I I � 4 _ ? i fi A L� * . � . I. �,- __­11T_.1__1__ 11 i I? � , 11_____111.1'1__­_­1 I � .t. 11 � " ��`- ­­1`-----""­­rF_1', i 1 13 ,H , 111. FOLLOWING, GENERAL NOTES APPLY: I . - ,,� � "" I -7- 1 - � - 11, L1D t� L1D ' . I 11 I � � � I ,_,�, - I I - - �, ­­­� _._­_­_­ I 11­1_11_1­4� I I . I ,,, - I . ...... ­­­.. - ­�j,­-­ ...... �­� . ...... . ­­� , I , I I _� 0 - 'I"-,. _, I q-­�j f; A �11� I �. " ,­,fi!�J'q ; I I Il- ,­__,_'__­_' ­­­_,� -Mat�;­­­­;­ ­­­��.��,`t�A"ii��, -1 r%1, i i �- f I I �i - � , I "� -, -., ,.-,,;,'U"-_, R p�v",2.";v-_-`­­­ !� 4 ,,,�, z A. ALL ALARM JUNCTION BOXES SHALL BE f 3 ,�� , " �, ", �� " _� I � I � - t , 1"., I �, ,-,;,-. ` I ... _j____,z1,____�'.., ! "8 11 � ,. --L�,,�",.�"::,---"�-,�,,,�,�---,�,�l.,-�l;J 1,11 �', __ ,.", - _-:_ -_ , ,­;­." 1 80 "' I 'i �- � 11 � if P, K � A VAV705 i H1A : "k-, . ! I - 11 � � � � /,. ��`i � . e, � 1;__ ... ��,�,_-.,,`,_jj�� Y rfl, V! j3f- I I, ---I ,��;� I `� " 1. i I ;. ;;�.=t",==­­.�==�, I. I . I I ., 1� 41 , � 1-1,4- ' ' 14 If- 7 1i I 4�­- I . �� I 4.�­­­ �J4'�- - .1 . I - - - � i" , , , t� : I I ; .�� I ,� . RT 1/2) , I , !,/ 1� � - , g -, , i, t,'­` 1-1 ­111.11-111- I f�� � L___1 ik- 71 W, ", P . � -1 i L" ii Hf ��ll�,,...ar J_a :1 e�� `k=­-+&1, f�-, - ­-1-11-1-1 i L I-' w , , 1-11,1�1 _-_ i � , � ,�,!t 11114 _ a I , , i V, � im 11 ��.�.-'.*,-.,-,�".,.�,:,�,.,-,.-�"--,,�,.�,-,--,,---������-,�,�--- - _­ zl-- - i, 1j,1 ,,, I I � . , H1A I ­1 1 A--*� i 4-X4"X2-1/8" MINIMUM. �, I'��'ll""�,-"-".--""�"I"�"--,"- I ."L_,11,Jz,' ill !"", / 0 � ,�,,, . VAV70 I �_(PAI _ . I �'ks '.'_),,1__,__,_p_,- _ _14 � " 1. . � 1� �i! 11 . ­T ,� t '­ , _4 � I 1f, I i ) i-I � 1i t I ,I V, IN _� t� , 15 -`I _. H1A 1�­�"=,!=`=& REF' 2-GE2 I ,r11 UM ,,!, i,� � �, , I 1q.1. � � I . ` I - _�., " - j __ .""I i- I �� �� , - ­p=T*Z� I R I - , , , , H1A i , - �­_­.1kw,--­--,- l'i, , t I 'k I i �� i, ,I I i lt� I -",q��.--�:i-,-,�,--.�--.��i-,;-",-Z�,,-�.�'- ") 11 X I , B. ALARM RACEWAYS SHALL BE 3/4- MINIM � � it 6141�061 f" t � �,�,,+­_ .. � 11 , 1 1, I ! 1� 11 If- ,� � I �- m , I I - V� ' - _ / . � " I ­ . ub '_ - I �D5 I r� , I I k , - , WITH PULL WIRE AND INSULATING BUSHINGS. I $ �'z i'l I ;�7411,,=_.,� r I � M.3 1 ! I 3 '--"-' ­_­­,­_­­ 2_,at'1k'_.j', 1, - H J, -_i,___.�� * I 1 �,, I ­'t � '_­­ 7: ,z, -, e ;, r,�mv,, f�- *�­�,­i, �4yl 11 , ,,- 1__," L r-- j -�! 1� ,I 'it --- - -, __ - ­1 l" I I I " ,11 11"1- i -5 ,.". 34' p t,/ '? �, * - �' , I , 1 11 I I 1.%�� . - -_ V701 I ; i � 1!f ,i "-" I ` ,( " Ii � ---,-" - II " .- ___4__1___1__­ , IR ,,, I i 11A, �� . �'i ', Hik �--,,,,- - - ­­ �� , � 1; I C. VERTICAL RACEWAYS FROM ALARM BOXES , '1111­ . i� , /I i k _1 1% - " II . It I I - 't I 1 SHALL BE EITHER CONCEALED INSIDE WALL OR f" � 11, 11 , ` E t .� ) I ­- V- � K ""' � -, , `�) . .. II A_'_�, ­�, -..'�l-l�1,1:���)"...----Z."�- � __ _4 1� i I` �i _- �_ � %'I ,,, - - I �__ �4 C ,��, - , .1 VAI- &E ___,__,z_'1 I ,V,:� �­­,"z,7-- ,1115� t! , ,, _�__&_1_111r��a, 11 I� -­--­'pr­-­;? �l""--",---�--.-"-----,,,-�,-,--,-,-�-."-�m " �Iz ll, ., ­,L-4-4 W ; � ' - . cl ) I I " ;I ,�, ',,"�_ 3 -1 � "I I :=�= _1=11__,,�R 11I i ! � I'� �j;i U'j � ti , ! �il L I SURFACE MOUNTED (TO MATCH JUNCTION BOX I ­­ - LL'�"-��.,J_,._ �15. . , ,�� ,, r I I ­.-iF �i Iq _­_, , , ... 4 Q ii I � ; (,it � i " g, - �Iz , - " �, I I , =1_1I � N, �,, I ',,-.,.,, �!, � 4�. f" I g ,q g �__12 ,. ,,�eI I !� �, 'i . � . y '7 4 " , 4_ I - ;�-.�-�.-I'l�."-.,�-'-'-"�-��.�l,,-,-..�[,.",".����lI ­f�'-'�',��-��ZV-�;�,",'.�'���."^'� I- �, ,I; , � I iW R 5 -, ��, to . I I�', / � � � uvg�,_ i_,x,,,�i, i ` , Tx11r=1',I W t i t�,! r", 1\1,I ,1 -1 �_ �, " '-i tj ,f'� � . ����02.,���.-t"imA�k"4.1I ZU� ....... ____­__­­. i L__.jAHU7 "i f = ik;64� _4__ ',�� i MOUNTING). ALL VERTICAL RUNS SHALL BE 11 ", I I I I I I ", Ex5r I ,-,��,, �.,-,j j ,:"- ? 1.f ,:, " p,-,;p�, -, .I . 14 i : � 1, " K� I . , t - v �' " -- 'L " 11;1� � ` r ,� " � , , � ,, I I Illi� ,� � " ) �,, j , "I" �� - ��­r� - 'n-,- 1 � I i � i I TURNED 90-DEGREES AT TOP SIDE OF BOTTOM , ,I ­;..... �; j,iii - o � � It � ! - . 1 i i =4` -w , � I - ­­ --�-,7-1 .. .... �7 I I. ---.-.-­" R , ­,� ,� ('----ynz­ ...... if z r- 4 I ­ R i fi �,---I'- L - J I ',�� J, t ...... I �________- ­­.- ­ ­­­­ , ., _., ­­-1--l� ", ` `­ ,� "­­ `11��.4 ", -�___-Uzz� "�111z,�)��`, I . ;i rAil ; '\1 'I,- g i I i- '� fI q �,z � , 1,444 , - , I' i � !I,;v,� 11 � 1�� t � I ", k �fll � �� * LL= J' , t �`i `1 - E3 If i t�; I .141WO-LIII;,_____.,,,_L, , � ,­ . ..4-_ � 11 ,. I __"� ,� ,�i m __-J....___��A_ ­�,,,,, " , �� k & m Al t 1� � , Fi�' , , , �,�� ­_,��=' _'_ L_ ZV�_J " I I _.R� I I'' I I 11 W� 1,'�, I" t_.., ,,I f t � 1 "' * " ",v I , i 6 11" I v , , , " I g , isil;1, i , I '_ - - , t' ., IA�' � � ,� ._­ . �_'­ -I .'' . �, j ,14, ,'i � I 1, - , CHORD OF BAR JOIST AND EXTENDED. ; , -.1 jlib I �, ) , _. �A "��, , ­, � i"," �1* .� � i 'rt ��i I .� I I k � I 01 11,. � , 2v i. - ­­ �­__­.­. __,,_,_­. �, � ,,, _­ - � I � �� - Y t ii f I ,�--��-,mio�e""--���:%,,-;v�:--­�,n,5,--�,,i,,F�,�� . �, , , , " --'-' I-, ill"' 1. i 111­1.-­-.1 I t . " " " - ,x"', - _ i .�- "111-1--_, 1-1111- ­ _­­ � ­'� ���,�--,,i�,,�-,'-�.���,��--,,'�-,'-,- __._,_.,J_,___ -,- _�,� . . zl�v 1 ____ . ��,,Q,�, 'Oz'-'4,�-'z--f-l'-,�,�-',',_4����- *,,,�",*,-"*:-,��-'-'A�-"�,�"-"7��,,,2��'."� �L��.',.?'Z�,;,,',�'�-'�.',L-,--,��,�, , � - - 11__­____­_1_­ �� ?!`�.. - --­­jP,.,*,.�A 11 --��- -��,n --��- �,. __:.111�­ I.- .. '�­�L - ­ ", �_ ­­­_----,*,,9 , I ,,� , -� HORIZONTALLY TO A LOCATION ACCESSIBLE BY ,�'--',111,`.'�,__�1111'_ � 4, 1 ---I',-- 1-1 _­_", 1-1 ­­11-1 - I . , -r� I VERTICAL FLOOR TYPE LIFT. t -I 0�mww��ww"wftftmwoxw������vmwmft� � - .1 -, ,� - "'�F , - u -1 - - ...,'' 11�- I ` - ­1 I'll � A oi7,a:�,a,��111'� _. _ I­1.1 ,V.I�a_" I -, ,;zr _ .-L I � ", 111111-1, - ,__._____ ,9, � ,�w ". -mm --- ,.�; � - ,� -,� -,�,- �Z�-_ -� �­:-:�-_-�­ , " ,1 1. I" 1� -­­ _1_­­_­___­_­_-____- It, " .11 ___1,__I � , - 9��M"mm-� �,%_,,�,, I �4' 'A� ­ - -i ! ",, " p - � I � ! . 1,II ,,t,�i "'.t ! I 1 J!, f I . I f 6: I I � I I � I t �­­� �� !� I i t _41-1,E2.4 j ?I Ii Y�1_ ­-1.1-- I ii 11,' . I . i 4� ) 1, 1 . I I;, I I I �_1�11 I ? � � 4�m li!� It i ! ii� " Iil( :1, � ,. 1.1 ­=-.=��­,�=�= _1i . '='. , ,- ! I . . ­ 1, ­6i,.i, t,f� Y., " 1 i i I I � . � �. KEYNOTES so"am4� 40M 4"mm mm"!Io "I ) i 1 ; I I , _-_-,I i . i I tj1�_13 " I I I �l- ' I i Ii1I '1,—1- 16.222 MOUNTING OF CABLE TRAY: WHERE I �,�iI; L1D � 1r_,- �"ri�­,i I Yi 1 v4w /---" ,I I it p, .i �Ej' ----,I f___11 I r.l � f i t , I � f, -i , I PERPENDICULAR TO JOISTS, UTILIZE TOP OF I i � F 1 0 I i1je. , mv i �_-, K­J � � I ilI-. 10.� I �, , 1�,� � - � � ­1 Imw*� i � i I � ! i , 4 . , -BOTTOM CHORDS OF R JOISTS TO - __ ­ - - �,�.,�_­ ­ - , 72 �i�" �� ­__­1___1­11._ I ; : . -IE2.4 1 1, Iil .;� �=­._ � � I � I I � i I L 4� "".. SUPPORT TRAY. WHERE PARALLEL TO i , I I 1, . ". .- ­ I ­­ f F 11#' - , - i I JOISTSUTILIZE UNISTRUT ASSEMBLY AS Il$,I I fI� i I � t I , �IfI � U 11 t 11�� ,I t I . .. I II I � 1 I I I f I ,I 9 i I I ? I ORT CABLE TRAY. _� ;51i i I �11 I momm..mffmq�*� i � i i, ' --;�iz,',�, �� . i11 .F;;;� -f. . . . . . . ., ., ..I--- r,-,) - 1. .... .,; ­ �" ,, i I I �I; i� 16.223 JIB CRANE: MOUNT RECEPTACLE TO X�_-��-­�-�-�, ��,,�=­--��,,, SU ,�� ,,, ­ 1 i ,�ZI11 NiI I, 1­ t I iI t , v'H il � !�I . z., If - . i ( i i 1� I - I I N , . ,�,N �� i .1 � i .,� " �Y�'� �' �­ p 110 i 1i 1( e— t. M. � � . � , !;' 1f GUARD-RAIL STRUCTURE, ROUTE CONDUIT �'_', . lt��,_ � ­11-1. 11 � � � � . 7 z � � i� I 11--.1 I.- ­11--.. 11i II I � IlIll ,11 I1 i� I11 �z �i - ,.. ot - d II "I" ­11­ ­­­­-, ­, _­1 , ", ,-,,- __ ____ ��­_ ­ ­11--11. ­1 ____1_1 __ .I------- ­____.,__ _4_____ _ --"---., - -,-.,-"- - _____ _,______1- I'll �._-___, _ _1___1 _ _-1-1- __ -.11_111. I. -.1--­', 11-1.1-11.11, -1 -1.1-1-11jo 1-1 _1____­ __ 1-11-11 ­ 11-11- - ­­-1- ­­ -I,,.,, , I., ­1 �e­­­­­ 'I ­­ ... I— ­ ­­­­ ­­ ­­_-­­'.. , ­1 ­.- ­ ­­ 1-11-1. 1- - ­­ -1, ,­_­_­­1 I � - �, � FROM. RECEPTACLE ALONG GUARD-RAIL -e-, ��_ _._._1�11 r._ 1� - _ ____.'�n"- - I i, 1­1 ­11-1.11.- 11­_� , !R­; - � t , ­'T - -1 r ­ _� ...... �, 11 , I �1111_1­1.11­­�' I I ., , a i , � V4 , , ,,, " I I � __ I �I � t t �� �­­­_H � `� r ,� -- I C__ f1­1 ­ �,;! jl_,11!._1­__­ ­ ­'.,........�_At,­,---- ___1_111 ! 1. ­1___._ . 1_1­­1­._.1 . ­­­ ­11 -,-..--, ­ ­­111-1 ­ ­­_­ ­. --- I-- _ ___ �,��_ .,_­­­­­,___­.­ ­­­­ 1, 11-11_'­I-,--- ! ? lj� 11 I - __1__1___-1 t- ____11 . - __oq I I -� If � . i � � x I I I i­ ! ! ,. II I. . - t lk .... i � . BELOW ROOF DECK.i ­t,­_114 , i I `� � �1 I � I I � I I,i. 11 i ETRATE WALL 2'i ,; -- , �1, � I-, 111t � 11, t I , 11 i 1, � , �� � . i .1. z � i,1 "6 A , , , - .1 � t i ! I i, 1��. �� j, ,�'�ft1�i ,�� "I ,� ,�.,I " i", ii 1�'!Ml � � i � ,� I I�,; i - ,I,I I �, , -W , I i ,_-'L__,�,,,11 "'! f"�, , �.i �1� iW ill ., ) - f i . ,"I I I 1-11�` �I - -I � t , . I t II � I � I �� "I I �I, , 1_. i i , i - -.� ""), t �� it � � I 1. ? . 15 � ­. , " � -'i �� If'- �_-�.,.,,, -f�:t- ,-­-VAW01 '!" � 11 I i � I , �Iii,14, V cvk�� "N' � 1. i I i - � " � . I iHl . 3�.,�� _,_�4 i � i � (" ,; - ­� =_r.�'__= I ,, 16.225 ELECTRONIC ARTICLE SURVEILLANCE SYSTEM: !,J, , ?""'m t I i I l'- I1. .- �? 11 ; 11 � f. � e . � , ii� -1 I I II j= = � f .- 1 1 , I!I I" "n'll" V. �.__j,;j i �? i . � I . I MOUNT JUNCTION BOX AT TRUSS, EXTEND Ilf ", 11, ­­-,; ," ", i I i-I i iM I11 W V�_ q � ". ! I,� _�� ,I � i I �, I, --,,.* t � �i',' ", I � . � ,­,�, 1-1-11, , 7i � f I � i � t I �i i _­­-.1CIRCUIT AND TERMINATE TO RECEPTACLE IN , , ,_,_ ", 1. �, ,�. ji �, , i � ! i .;,� 1 , ,; i'i , I - I �m�i -,- __ j ,I Vl� -. I ! .1 V�il11 5 A if �11 1I . �­,)_',V ED, 10 .111.1 ,��, , J , 1`;, I N INSTALLATION OF ..,., I� , - EAS SYSTEM. PROVIDE 3/4" CONDUIT (WITH 1111 I � I ! i II ,,,, , � 'i"I 20 �, 2,.i I 1�_, .. i t11t � 1�T 11 I i f i I �, - � N i t", 1 I , � i � 111 . !� , L,____. _0� i H�I 1�� ! j , 11 �,H2AF1�CABLE TRAY �' f 1-1 11 I PULL WIRE) FROM ENCLOSURE, ROUTED UP f. I­­ _f t 'r, M I "" ..­-�---,� �,:-- , - �M� � � � _._�' - � �,� i, -, �',,,�� 11 ,� b=---i P:�n-1 r-�_-'==;I I I � ; i : 1­1 - �7,j. m TO TRUSS, OVER AND DOWN GATE POST I '' , f� -,,- 1, I ; I �� � 11�, 11 --ill,,�___j 4J� , . 11� '�!i-ii � I _�,_ 1 , -, . ;,Y� J!"I ,.. .� , � i ,�?, - , 11 �, ; i � . Ri �,,-�,.--,�,,"--,-"",�"-, �,Ii� Z", I j t i i �, �, �, i­ ", -I I ,-I-- � i Im ­ I I I > k"i --I-- OPPOSITE FROM ENCLOSURE. PROVIDE 6'-O" � �-­ - -.�1* ___.­___.1­1____1_1, �1I i M �,-�i f­-­­_1__­__1._­111� , i �;i ,V1,�j,"I I Li 1E4I­7�,;,,,�" , !11� j! i ; k� I � - L�. �� I M`rl 1-��,�,,�"*;�,�,�*�������'ll,�-111§ � � i '11� I OF LIQUID -TIGHT FLEXIBLE METAL CONDUIT "! �, �,,-, �,,.--,f ; �� ­­,� , ��i ; i I11__�411f , " �i� < 4 ; . ?I ; � 1. I il f ,.­­,� i ­­ .� , , � ; I I i,i �".­ -I,,, �, 4 , I1IN I ., I 11 I � I � i,,� 1. ; .,,, I ip 11 ; t I l � *-v­ ,,, I UIT. .� �� i i i , ,,t1P1_'1',__rII11 I 11i ll - ,If t �' : I �i '_­___­_11_­___p 3i ii,V''�i lt�.` I \ 1�1 I I � 11 . I i�,,,I ­ , 11 i p - I ..� � I— . � I 11 16.229 AIR HANDLING UNIT IS PROVIDED WITH A '. ,If 1z li i � I � � ,I!' I. N j�,qf 11,, 1 � , � I %� ", ! �� if� I -'nt_1 � ! �4�umftf ". � I— _,-�� � ,.. L __� �. ­­_� I I I I ­­, ��, "1111,.__­=m . ��;,,-�, �,��]�7L,��-,f���r-�-,",�,fni���,,���--:� .4; .�, . . . . . """, ,=�, � �_,;. , - I- I — ... _1 _',�4 1 , 11 _'= I ; . I ---UZI, I-,-, 1� ­1-1. - 11 I 11 11 . � . - � OO , __"­- ­­­­­­­-­­­'_ ­ ­,_ 11' ill t ., " ­7"1, , ­j __ .", _111-11 _4_1___1__ 1-1 1111--11-1. I_ -.11-17-- 11% ___ __ ____ i-, ___—, ­- —,.—"—, ", -----. ­ ­­­ __ ­ _ 7 _ ", ___,_`___ _A --"----.-_______ .- ,----- - �,� I !I04�am�4w�vmw���dwwmwm�qww- , "� . , I—— 11-1­11 ­11-1­11 11, ­­­­­ -1. I --- ­­­­ -11 1­1­111- 1. 11 .1-1 ­ ­_,__­_­­ .11-11-1 111 11---.1.­ ­�, , � PROVIDE WP GFI OUTLET SURFACE MTD. ON 1, , . _______ 11_��___-_ _ -1--l-1- - __-1-1- __ c­-1.1-1 __ 11_1­111- X�r 11_­­____ ­ _-_____­­__ ­ _1___-_1__ ­­--l-� ", " t "I'l__,_ . — ­­-.1--1 � ___ 1___4.. 1�,,__I I �i SALES ! � ? ., i�I i f, Ii ! f 11, il, ��111� i �4� .. AHU. ll i U �j � � - 1; � ; s � ,i I f 1A i � I - - - �i� t � I I i ­1-1 �; ; I I I �__' 4ii �� � � � 7"u'! 1. 3f,� � I `c . � i `�� 16.230 PROVIDE NEMA 3R 12"x12"x6" HINGED, t. I ". I , � I I,�I1. ;I " f.1_­___ Ilf, , i �; I h 1 i I 1 I f f - LOCKABLE, GASKETED, JUNCTION BOX , , ! � I �,'-!, ­-,=­�,t I 11 ,,;= � ; . : GROCERY SALES ! I 1� ,_� _I� 11i --- I I � 1� � j - 1� I � i � AHU5 � � � � ; (HOFFMAN # A-1212CHNF OR EQUAL) t � � I . ; , I i ! I I i . I . RI,I � f, r---"i 3 � � Ir I ji,4�,IzitI �I, i I -I i I I i 1 A � "'11 I I .1 MOUNTED 24" ABOVE SIDEWALK. PROVIDE I ! 1 t� I , I!dI ;. 11 t il,N; i �_�i,'+, I , , , ,i I , SIMPLEX TWISTLOCK RECEPTACLE, SIMPLEX = .�..... .%,I 11 ��­­ tiII1I�1,,, ` 11 "_­7,- ,­11`­ � I1, ;i �f .t . H, 1.11 ,I � I i I I 1# 114 - ; � I Al�� � � IG TWISTLOCK RECEPTACLE, AND . l !� �11, ', IIi i L___I 1,,� ; i - . . 11 ,1!�i i I. � , l "1. I ", . ,-1117 , VOICE/DATA JUNCTION BOX INSIDE I - � � L i � � , I �, I i .. � I I ,A, � 7 � I., �� � ENCLOSURE. PROVIDE FEED THRU GF1 i i 7 - AHU4 � : �il� .-1: , o.T-' - ,�� .1 r tT.;--Ik 0 1 �!I 11. �;,-�� 1 i *i �H2A 9 1, ; . % ,,� iij"16.229 TYR . I ."a, '�1�� .1 ii .; _11- ; I I 11iI i I i t t�R,; DEVICE (LEVITON #6490-1) AHEAD OF EACH � I I .; ?�I I'm. 1-11 � I 1�1_11 �I11I . I - I � iI I. � ,�',,,. �i I ,*Q­­­­ ­1 ­--_-'­r1- -­___ C: 11 I , -RECEPTACLE_1 --- I-- ­1 __�,-_I* ... ___­ ­1­1. Ir 16.61 1, TYP 31 t � l,Ii, - ­­­ ­11 11 � ______ .___,___ ____ ".. ____ __ � : : , - "N I L'At"", , i I"-1­__­_­­--------­-I--.--,,-,--11­­--__ _f_11___1 ­1 I-,,--. __ ­­­ I- 'I'll- - ­ 1_1_____1 -1 ­­­­ __1 11-­ 4I I.I � � I , ., � 11 ! ­­ -1 ­ -1-11--­ 1­­__­_. ­1 ­1-- _._--___ ­11 ­11 �� "', "__­­­ _­ 1­.1_.­ 1--11-- ­ --__­,��, ­­­­­ ­­_1.11­1­1_ ._­_­­111­1­­­__1.­­1­_.-� 11 .1111111""91I-�'J-411.111­­­ 16.232 AUTOMATIC DOOR OPERATOR; VERIFY I I . ­­ - I ,�­­­"I�', -1-1. i� . / 0­ I 1�. I - ._­ ;. . 11-- I! ( � 12 I 11, I i � , " . 1 LOCATION BEFORE INSTALLATION. ALL 1, � I - I � z .�� .7 1 t I I t y��i, �1 I IL - ."lif I ,I 11 i , ' I .� i i �, I if I 'v'�,' �-Jll.__J i� CONDUIT AND WIRING SHALL BE CONCEALED I z � ; I 11 � , 1i I ; �. I'li .� "­ AHU3 ,,,,,,`.q., J�_I � I � l . � ,�, "I TYP ; I ;i ., I �E3 i I � � AT MAIN ENTRANCE DOORS. " I .� 87111v ,�,I,� 1�1 ,I � I11 I � , (-I1, , I 1 � ; q, 1,___-, i�, i ,� I II; l I I .�­ - -�y-� , _�4' ",�Ii iI '. Z� k � 16.234 EXTERIOR SIGN POWER: MOUNT JUNCTION i � i ) I ( i.n .......... �,' 4','- _,*.� ,17 y,w­---­'i.�!­'_ 1� J� � 11 , IZ I 1. 'yll,i4 . � � 'ji, �, 11 lii I ! r I i . ' EU � '"' o, P BOX(ES) TO WALL IN CEILING SPACE WHERE ",t, i t i �� t Ct t ikI I I � 'I -,'I AHU6 � A,.I ,�,', -1 I. -I "'l SHOWN ON DRAWINGS, COORDINATE I I I � '� 11 I � f � ; 'i i I ? LOCATION OF ACCESS DOORS. PROVIDE I- _IX)�.1 ). . 1"r. �,b .. ..::�',-"���-:-t!,;�.��.=;- - ,� . , "" " I I I FINAL POWER TERMINATIONS. 11 ,,,, -, ..I , I I ,,,,,, N'n- - ; il "14 � � i " ;,i ', 01 1.,I IfI , f 11ri i Q, / � �, I I I I I — I I — N,Miw L1. .( i.. .) f ; ; 7__ ,� t I" i , ( ! , I I V. � - 2_'�,;�11_ 1 1 1 511 _ . — :i' ��;_ �a�:,_V.�,* �Iil'"_ _'Z�_ 11 I V i i I � � I 11 � i 4 4 � i, _�­ � I , I' t i I 1 1 1 it , I , ,-, I I .1 -, -, L V , , � 1. 0 'I w PE2.4I I I I i , I 'I I I I � 11 I I i � i , 1; . I � ; . ,'!It' I � 11 I I I I I I I - ; �11, I I �111 " ? ,,�-,� �� �,;,, 1 , I 1 f ! � I F , , II' � I , r, 16,611 UNITS WITH SMOKE DETECTORS: PROVIDE ; I I � i. I �Ni!�­,. �,­P,­ i-, f� .1 � I I I ! t . I � i i , i ill � I I i . �Rl, 11 ,1 �""`," ," , ! ,� " � � I I. I f ! I It If I ,q, --.�'�'' l, If 3/4" CONDUIT FROM LOW VOLTAGE WIRING ill I I � i . �,,' ,I - I . I . � .�,J�. 'A �,,� ! 1 I, , t, )f t " � I f .--.-----.- 1h I r i "g, � ,I �: �.,! Iii 1i I 'N THROUGH ROOF CURB. 1­11 ­ 1­1­__.,____1 1­1 11-1.1.1-t* :__ -1 ___ t , z i : F""! f �4,�i 1 . �' . ( jj ,4-,y­! -It t � � � - -if- ­­111 1­1 I-,-,-,---- ­ .--.-I--- __ I—, . ..... I I -11 ­­_,", ;-, ___',___ ______ _ __%____ _ ____ - "I ­­11- -1 ­­­ ­­ ­­­­ ­ ­11­11 .., - � r - ,.---,.-, __ _1______1 __ 1_____A1­ I .. ..... I-- ­1 _1­___1 ­ --- __ _1_1_____ - -- ---- I-- - ---I,---,-,- I", _oi_-___. __ _.______ _ -------"-- __­­ ", ___..... .", -1. ____ ,- ___11 41' 1 11 ___ .1.. ­1­11-11- - * ­­ I- ­1 I—— -1- - - ­­-1-1 - - ­ ­% ­11-1 � I ii , t __11 'J� I I , i I � ! I 11. ".. 1-1-1 ­.. ­ 11-11.1, - -11 1­11111- -11 1-111-11- ­ ­­­ - - ­­­ .11 1­111-1- I- I ­­­ __ ­­­­ ­ -11,11,111- ­1 I-,-- ­1 .1-1-.1-1 - I--,---,. I'll ­­11-.1- 1.11 ­_-, - _____ -, ______, _ ___", - ___11. - ,__ __4 " -11 _111111­1 A I W-�_',� ._.1._t_,.",w,, i � I 0 I � . - �­_ "I -1 - y ! i z , ill, 11 1-11111-1*1 11" 11 . ""' . I � � i I � i , "' I- I '', " . , -, 16.901 FAN i I Wg­% , , . f , ,�.;c -POWERED VAV BOX IS PROVIDED WITH i ,1� 11 I I i � -11 I 1�­�­*111 "". I . I �_" I �,­ I 1 ---,, .;�. , 7 c � -, , , , ) �1111�1 I I 11 i � 1, - , - �', � A DISCONNECT SWITCH. �, I z i i 11 ,n' li, , i i I I �� Alf I . ". ELECTRIC SERVICE E­­Ii " ! __q , , t.-, — ­ ­­ v i ,II- �-, -_ _- - ,,;-",�,:;--�,��,:�:�,:!=-.,r-,-,,.,-� z", -!=,"-%'-.=_'=;i_,= _-Z�-= -_­,��_n �-;:.-�,-����,i-,--,,z:-�,,.-;-,,,- �-��,_-��,_�-��_=-.g � , 11 I � � , i I - I 11 t I � I ji- I ,MIMI, ; � I ­­1 . If , . t ; ; i t . i I . � I I i,,4,- , ,, cif z . Rf i ,�, � ',-, , � ! I __ _ ___,_,_,_. ___-, __ t._____,t't',,_ _1­1'�1111. -1 11�1�,��_`,, � , ­­­ � , -- , ,,_ IV, --I-,-- I t - 1. � ____ - -, _ ___ .'�? P " - 1 � I " , I—- ,�f f-411 i Ci� I � . t i � � I 4 _­___ _* �_­­ -, _­ -,--"-"-, _­_­_1 I ED "I'll H1A t "" "' I i ) I � I " � i � i � t t I . t � I I � I I I 'I'll , I 11 iit TYP , , � I t ,", c,l't, ! * ; 4 ; I ; I I i t"I""l, 6 � : � f" I I 0 ;� � i " ; t ,;��i..­_, , 1� t., 1� , i t 11 I . : F � I i I t . .- I "­­ 'i W. ; t, i i ) ,; t i ,�), I ! 21 1 i t i 11 I � i i I i !C� 3,i �",�,, td , � - _1 , 11 � j I I 11_I H2A 11 i ! I j I I i " I , ! I ! I 11 I 1. . � , 11, i � i i 1. f � A ! i' � i6mi �� ... ­ " - . m . i I $ 1 1 J,.,1VAV1Q1 ,,, iI ­1=7 , � i ! i I 11 : ,_­ , i � ! , I I I � ­-, I I" I c 11 i )_11 i I � i" 1 14 TYP; � , , E, I 11.1--­­ 11 ,I SEASONAL SHOP I � � I t t I . I � - ,I j t * ! � � i I i I ? t , I I ! , I tn___i .,­_­­ ,4­­­--- ­­­­­ .,- ---.--,,,-- ­­­­-­ ­ ,,---.--.,,.,.. .."­_-, ____._-, ___ ...... _', - ______. __,", ; I � I - �111 ---I- -­ _____._111_1 I— 1- V. '151J,_T I u_ - ___', ,. -I-,----,- __ _­_-11,_.�__ __ _. -..---.-,I,,. ____!, ___ 1� .___ __". __ -t-­---- I— -.11-.1-11 _. ­111-11-1 ... ... � ..... f.,.-. .. .... _," - ____ ", __,_,._,._ ", ____ - ­4 ­­­ __ I - or (D _� - ON 1; � i I , _,%��R, H A ___- I I 11 ! � ! t 1_ k ? � i --,, , i I POWER t ! I "I 11 ,I ,- 't", , 1 I . � j I i � .. 11 t � ,,.!; " .11 I � � I i f I . I Y�'­ -1 P�POLE I I � ; ; ! /,jl,�, I i I i I i . i. .11 I I - I 11 11 I i 11 � I I ?" I -,,� I I I i 4sx�,A� - .k . � . 1, . " ` � I I 11 . I i3f8j i, ` �. 4 j � ; 11 � I I t I 11 ,I l i f 11 s , , o � i � I 11 � � 1. � � � � ! I � 1 `0 A` " VAV1 02 �, � - . "mamommom ,f�, ,,,iT�-�-,,:,4, I � � � , � i 1, , E2.3 0 L op- L2D2 1L4D3 �4�4�j 1 i i I - 11 I ",\ "I I , 11h 11' 22 ! t I 'A"', Jr, "Ll, "I' 0, �, 1__,- I � t i ,� - - i -1 ''I'll, - ", t 1. it .. ,, `kr . t ,I . � - �,P 'y , fP�V-� 1. - I i 11 t, , i i - I i ,I I i 1. 11 �5,'? . I � ��, 1 4. 1 . 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VESTIBUL, 2 1 _ �...�........... ..�...,,,..v..� yrv.-._. ,. ..._.w........ _.�w..........,.....__ _, .�,._....... �.. _...�._...._ ��:: �. �,_ . .. ...._..._..,....., .H,., .., .v..w._.._�.,e.... _._.w._ _..,._, __ ... ._ .. _ r ${`�t�M_x� `___�_ .,.,.... ...... �':. _:�' � i ., ..»-. ,. �. r ... er .... _�.�..� ... ,,. _.... .,..v.. ....� ...-..�......... .... ...,a,...... ..1, �. ............... ... .......,>r..,. .. ,...a..,,..-,.. ..,. ..:.,,....<+.. .nv .......�. r-+� .,... ...,....n-...«. �« _.....�........ «.. ram..«..-_... ..... .«.-..w...,... .... ..... ,.. .... .,...,.,,n«.. ,.. ...'�.YJ�y Y S 3 i x 1 d j v i 3/4" CONDUIT TO CABLE TRAM' FOR L.?I7? TENANT TFI FPHnNF 'C�FRVICIF W VOLTAGE SHOWN DA' ov x�o se utu�� ti to SO'AC FOR/UPS REt .. 3=E3 PROVIDE 2" PVC CONDUIT WITH PULL WIRE BELOW GRADE FOR FUTURt FUEL SALES DATA CABLING. STUB CONDUIT :TO LOWER EDGE OF PLYWOOD DATA BACKBOARD. CONDUIT SHALL EXTEND BEYOND CURBLIN, COORDINATE WITH CIVIL DRAWINGS PROVIDE 4'x4'x3/4" PLYWOOD! DATA BACKBOARD. STENCIL "DATA BACKBOARD — B" 1" PVC CONDUIT, 2'-0" BELOW GRADE TO REMOTE LIFT STATION CONTROL PANEL REF CIVIL DRAWINGS FOR EXACT LOCATION OF PANEL. — WIRE (FOR HORN/STROBE ALARM IN EDC1) EMPTY 1" PVC.', CONDUIT, 2'-0" BELOW GRADE WITH PULL WIRE TO -;REMOTE LIFT STATION ALARM PANEL. L2D2 2A TYP ^ Y TYP 16.231 rtW r , s 16.226 27 141 H2E PART.: 1 2 REF 1°--E2 ......._ i 2 ? L2D2 •Nr--t+ E2 3 1315 { 1 I GM VESTIBULE I �1O L2D2 2 LAN —WH, +24" L2D2 a/7 4 FAN SPEED SELECTOR SWITCH, +60 y ,f. 60A, +60" i MECHANICAL ROOM s .. r I I 1 WP, +24", GFI SITE LIGHTING REF 1—E1.2 TYP / KEYNOTES 16.220INSTALL PREFABRICATED ELECTRICAL DISTRIBUTION CENTER (EDC). EQUIPMENT AND INTERNAL WIRING ARE SHOWN FOR INFORMATION PURPOSES ONLY. THE ENTIRE ASSEMBLY WILL ARRIVE COMPLETELY PRE —WIRED AND IS AN ETL LISTED ASSEMBLY. 16.221 SURFACE MOUNT JUNCTION BOX WITH BLANK COVER PLATE 6" ABOVE CEILING FOR SIGNAGE. 16.226 ELECTRONIC ARTICLE SURVEILLANCE SYSTEM: PROVIDE 3/4" CONDUITS (WITH PULL WIRE) FROM EAS POWER MODULE TO VESTIBULE ENTRANCE AS SHOWN ON PLANS. STUB CONDUITS 3" ABOVE FINISHED FLOOR AT VESTIBULE ENTRANCE AND PROVIDE BUSHINGS AT EACH END. 16.227 ELECTRIC WATER COOLER RECEPTACLE: CONCEAL WITHIN CABINET PER MANUFACTURERS REQUIREMENTS. 16,231 AIR CURTAINS: FAN SPEED SELECTOR SWITCH AND MANUFACTURED WIRING BETWEEN UNITS FURNISHED WITH AIR CURTAINS. INSTALL PER DRAWINGS AND MANUFACTURER'S RECOMMENDATIONS. 16.232 AUTOMATIC DOOR OPERATOR: VERIFY LOCATION BEFORE INSTALLATION. ALL CONDUIT AND WIRING SHALL BE CONCEALED AT MAIN ENTRANCE DOORS. 16.234 EXTERIOR SIGN POWER: MOUNT JUNCTION BOX(ES) TO WALL IN CEILING SPACE WHERE SHOWN ON DRAWINGS. COORDINATE LOCATION OF ACCESS DOORS. PROVIDE FINAL POWER TERMINATIONS. 16.410 COUNTER MOUNTED RECEPTACLES: STUB OUT OF WALL AT +8". ROUTE FLEXIBLE METAL CONDUITS ALONG BACK WALL OF CABINET. MOUNT DEVICES WITHIN CABINET AT +8". VERIFY LOCATIONS WITH STORE PLANNING SETUP SUPERVISOR, 16.412 AUTOMATIC LAVATORY, URINAL AND WATER CLOSET CONTROLS: PROVIDE JUNCTION BOXES, CONDUITS, LOW VOLTAGE WIRING AND RECEPTACLES AS REQUIRED. COORDINATE EXACT LOCATIONS AND REQUIREMENTS WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION, 16.456 OTE NOT USED. 16.510<NOTE NOT USED. 16.5124POTE NOT USED. 16.602 PROVIDE RECESSED ALARM JUNCTION BOX AT +80" WITH A CONDUIT TO ALARM JUNCTION BOX IN ADJACENT PUBLIC RESTROOM. 16.603 PROVIDE RECESSED ALARM JUNCTION BOX (WITH VERTICAL RACEWAY) AT +80". (UNLESS NOTED OTHERWISE). 16.604 PROVIDE RECESSED ALARM JUNCTION BOX (WITH VERTICAL RACEWAY) CENTERED 2" ABOVE DOOR FRAME, 16.606 PROVIDE THREE RECESSED ALARM BOXES (WITH ONE VERTICAL RACEWAY), TWO STACKED (+54" AND +44") AND ONE TO THE SIDE OF THE UPPER BOX WITH CONDUIT NIPPLES BETWEEN THE BOXES. 16.607 OTE NOT USED. 16.610 PROVIDE SURFACE MOUNTED ALARM JUNCTION BOX (WITH VERTICAL RACEWAY) AT +60" (UNLESS NOTED OTHERWISE). 16,651 PROVIDE (3) 4" CONDUITS (WITH PULL WIRE) TO CABLE TRAY. STUB CONDUITS 6" BELOW DROP CEILING AND TERMINATE WITH BUSHING. W N ao>- U? � � n a'ca w w , u�das $oylr w o iLdts�pb��(wjN<VU Op`r �mu�"i inM51o'w _ 4 n�SQ�inu J�3u'� 0 3 55M uqig,w„��ana ew Q cfli��aa�Q��an3 w�Z--:a nVQgN o��NQ1ta+ltalaJ oUis warn¢ v Ig cn'r3r z 1 0 z O 0 10 4 W `+✓ � w ISSUE BLOCK 1 5/17/02 REV # 4 CHECKED BY: DRAWN BY: FILE NAME: E2.2 PROTO CYCLE: 092801 DOCUMENT DATE: 11 /16/01 ENLARGED POWER PLANS GROCERY VESTIBULE POWER PLAN 1 /8" = 1) — 0"' SHEET:�E2*2 ; PROVIDE A PHENOLIC NAMEPLATE WITH RED BACKGROUND AND 3/4" HIGH WHITE LETTERS. MOUNT NAMEPLATE ON OUTSIDE BUILDING WALL NEXT TO PUSHBUTTON CONTROL FOR SHUNT TRIP. NAMEPLATE SHALL READ: WARNING -- SHUNT TRIP OF ELECTRICAL MAIN (FOR EMERGENCY USE ONLY) OPENING OF MAIN DEVICE(S) MUST BE VERIFIED INSIDE BUILDING. MAINS LOCATED IN ELECTRICAL ROOM OPPOSITE THIS WALL. SERVES: MAIN SERVICE 4000A, M. L. 0. PANEL PROVIDED WITH EDC GROUND BUS FLOOR MOUNT BRKR DESCRIPTION BRKR PL VOLT -AMP PER PHASE TOTAL KVA TOTAL AMPS FEEDER AMPS C. 124,953 500 3 125,812 r (7) REFER TO ONE-UNE DIAGRAM FOR AVAILABLE FAULT CURRENT FOR INTERRUPT RATINGS INCOMING PRIMARY UTILITY TRANSFORMER CT KWH 7E�PT �i � | SECONDARY TERMINATIONS AT TRANSFORMER BY UTILITY COMPANY SERVICE TRANSFORMER REF CIVIL PLANS — PRIMARY TERM|NA7lONS REFQNLPLAMS ------ TRANSFORMER PAD REF CIVIL PLANS ----- ` PRIMARY SERVICE REF CIVIL PLANS FPL P.O. BOX 2149 0'_� U TI LI IT COORDINATE ALL REQUIREMENTS WITH LOCAL ELECTRICAL UTILITY (OR PRIMARY SERVICE PROVIDER WHERE APPLICABLE) PRIOR TO BID. PROVIDE ALL MATERIAL AND LABOR NECESSARY TO COMPLY WITH LOCAL REQUIREMENTS. `-' -_�- - ---'- COPPER EACH IN 4" CONDUIT OR EDC MANUFACTURER SHALL PROVIDE A HOFFMAN A-6R64 (OR (10) SETS OF (4) 750kcmil EQUAL) 6"x 6% 4" NEMA 3R ENCLOSURE WITH COVER AND ALUMINUM EACH IN 4" CONDUIT— PADLOCK HASP. SECURE WITH KNOX PADLOCK. MOUNT A N.O. SPST MOMENTARY CONTACT MUSHROOM HEAD SWITCH IN ENCLOSURE. E.C. TO INSTALL BOX AND SWITCH. COORDINATE REPRESENTS THE AVAILABLE FAULT CURRENT IN EDC VENDOR TO PROVIDE TRANSIENT VOLTAGE LOCATION WITH UTILITY COMPANY AND FIRE MARSHAL PRIOR RMS SYMMETRICAL AMPERES AT THE RESPECTIVE SURGE SUPPRESSION PER REQUIREMENTS OF TO INSTALLATION. APPLY FOR KNOX PADLOCK WITH FIRE TRANSFORMER, PANEL, OR EQUIPMENT BASED ON FLORIDA ELECTRICAL CODE. 1 MARSHALL, MICHAEL McGIBENY (407) 302-1091. <> INFORMATION RECEIVED FROM THE UTILITY - - - - - - - --- - - - - - - - - - - - - - - - - - - - - -- TO 120V AC MAIN SERVICE (MSBl) - 4000 AMP BUS - 480/277 VOLT, 3 PHASE, 4 WIRE BRKR. L< BRKR. BRKR. BRKR. BRKR. BRKR it PANEL PANEL UNDERGROUND UNDERGROUND ----------------- NOTE: DASHED LINE INDICATES COPPER IN 3/4" C. FACTORY WIRING TYP OR TPL RD� DEj PANEL PANEL 480V ALUMINUM IN 1" C. 1PANEL PANEL #8 C 25 KVA PANEL (COMPRESSOR (COMPRESSOR WELD TO NEAREST GND 208Y/120V COPPER IN 1-112" C. AVAILABLE BUILDING OR J ALUMINUM IN 2" C :)ORDIN. 07.27.01 OUTSIDE WALL SECONDARY TERMINATIONS ATMSB1 BY CONTRACTOR SECONDARY TRENCH AND BACKFLL PROVIDED BY CONTRACTOR SECONDARY CONDUITS PROVIDED BY CONTRACTOR SECONDARY CONDUCTORS PROVIDED BY CONTRACTOR EXTERIOR WALL VERTICAL BUILDING STEEL — BOND TO BUILDING STEEL WITH EXOTHERMIC WELD FINISHED GROUNDING ELECTRODE � SYSTEM INSTALLATION � SHALL BE IN STRICT COMPLIANCE WITH LOCAL � CODES AUTHORITYHAVING JURISDICTION GROUNDING /1\ #3/0 BARE COPPER BARE COPPER TO TELEPHONE EQUIPMENT MAIN SWITCHBOARD NEUTRAL BUS MAIN BONDING JUMPER EQUIPMENT BONDING JUMPER EQUIPMENT GROUND BUS FINISHED FLOOR �-�-GROUNDING ELECTRODE CONDUCTOR ' SHALL EXIT FOUNDATION AT EDC GROUND CHASE #3/0 DARE COPPER CONDUCTOR FROM EQUIPMENT GROUND BUS. EXTEND 20'-0" AT BOTTOM OF FOUNDATION WITH MINIMUM OF 2" COVERAGE IF WATER SERVICE LINE IS METAL, IT MUST BE BONDED TO GROUNDING ELECTRODE SYSTEM WITH A 3/0 THWN COPPER CONDUCTOR. CTRODE SYSTEM ELECTRICAL ONE -LINE FEEDER SCHEDULE FEEDER CONDUCTOR S17E 3 PHASE CONDUCTORS, AND GROUND 3 PHASE CONDUCTORS, NEUTRAL AND GROUND 3 PHASE CONDUCTORS, NEUTRAL, GROUND AND ISOLATED GROUND FEEDER AMPACITY OF SETS COPPER CONDUCTORS OF SETS ALUMINUM CONDUCTORS NO, CONDUIT S17E NO. CONDUIT SIZE NO, CONDUIT SIZE PHASE & NEUTRAL GROUND 1. G. PHASE & NEUTRAL GROUND & 1, G. COPPER FEEDERS ALUMINUM FEEDERS COPPER FEEDERS ALUMINUM FEEDERS COPPER FEEDERS ALUMINUM FEEDERS NOTE: AMPACITY BASED ON NEC TABLE 310-16 (COPPER CONDUCTORS - THWN INSULATION, ALUMINUM CONDUCTORS - XHHW-2 INSULATION) CONDUIT S17E BASED ON CONDUCTOR PROPERTIES LISTED IN 1996 NEC CHAPTER 9, TABLES 5 AND 5A, AND CONDUIT AREAS LISTED CHAPTER 9, TABLE 4 FOR EMT WITH 40% FILL (SERVICE ENTRANCE CONDUIT SIZE BASED ON SCHEDULE 80 PVC) CONDUIT SIZE SHOWN IS BASED ON EMT CONDUIT ABOVE GRADE. OTHER CONDITIONS MAY REQUIRE A LARGER CONDUIT, S17ED PER NEC. |0 KVA|UNDERGROUND CONDUIT SIZE SHOWN | i } |IS BASED / | � | / ON SCHEDULE 80 PVC /REAR |BELOW FEEDER DESIGNATION °" | | ----' | | � COMMPANELI BOX' ROOM / | i | / / > } | � -~ /ATES ITEMS THAT ARE | � JEDC1 LREF NOTE: FEEDERS FROM EDC1 SHALL BE UNDERGROUND AS NOTED | UNDERGROUND UNDERGROUND | | F � |'| 19,026 / ' ' . / / ~ ) i u-|/2 `' 2-y2 PANEL PANEL 480/277 VOLT, 3 PHASE, 3 WIRE MOTOR CONTROL CENTER (MCC) 800 AMP HORIZ. BUS | \ �-�� ' / / ' %/ . . | | | �----� � | � / HH.| | | | | --~ L- | \All 4/ | / [El— <1e> I T4D `' ( )480V ' | . TJD ` «~*���� � / -_-- '~~ . 'ED-4OOV IKI_ED— | ^~ Cu 30 y/12OV { � �//u �u| PROVIDE `~`~ -�-363 599 549 171 499 | �---� 'ra ** ' PROVIDE I #"/u C" "`" `` 480V~^ 20 ^ {ND 'OR n i �Yu «u/^«' `^»u' |< <~ | i | | | �� �� �� �� / | | / i uu �� {} / / �� c} | { | \ F� z� / | L���] c/�---� �---� u-�---� ���---� �� `---^ ��`---� ^----' / CONSOLE �� , LED - / ^`~// \,/ `,/' ``/ `�^ | PROVIDE OR Bil~~----** PROVIDE cv unu CU GND. OR �� BANK TENANT ��/O ALUM. GND. u � ^ ' | `� | | � m m m m m m D / / �c ^^^ �^ �' J-E3 i [REF /BANK 'MCDONALDS AND ry ' l | � o- u' ' u- | / /LVC ' . / � � � � � r L2U| | / o m o- \ | ' ' / � ONT � / A­i�----� (MECHANICAL (BAKERY) OUTDOOR CENTRAL PLANT ____ ____� _____ _ ____ _ | / ELEC / (VISION (HAIR^^(TENANT) (TENANT) ` ` ., L _ _______ ____.____� ______ ___._____ _______ _____ __________ ____ ____�____________� ________�____ _____ ____ _ Icomm UPS CENTER) CARE) ROOM) REF MCDONALDS SHEETS FOR LOCATION | �nOW D KVA | \ PARENTHESIS INDICATE LOCATION TYP 0 �-� �J~- -~ cm ~+ 1 2 \ 5117102 REV# 4 L H1 A PANELBOARD TWO --SECTION PANEL 480/277V, 3 PH, 4W SERVES: HVAC SECTION #1: BREAKERS 1-14 225A, M. L. 0. LOCATION: EDC1 SECTION #2: BREAKERS 15-32 (7) AIC, FULLY RATED PANEL "PROVIDED WITH EDC GROUND BUS SURFACE MOUNT DESCRIPTION WIRE BRKRIPL PL RK WIRE DESCRIPTION 1 AHU3 #6 60 3 7.47 5.81 3 45 #8 AHU4 2 20 HP 480/3 7.47 5.81 15 HP 480/3 7.47 7F 5.81 3 AHU7 #12 15 3 2.10 1.33 1 3 15 #12 AHUS 4 5 HP 480/3 L2.10 1.33 3 HP 480/3 2.10 1.33 5 AHU9 #12 15 3 2.28 6.05 3 30 #10 VAV101 6 5 HP 480/3 1 2.28 1 6.05 15 KW, 480/277/3 2.28 6.05 7 VAV102 #12 15 3 3.17 5.39 3 25 #10 VAV103 8 8 KW, 480/277/3 1 1 2.67 1 4.33 13 KW, 480/277/3 2.67 4.33 9 #8 40 3 7.97 2.831 3 15 #12 VAV701 10 IVAV104 20 KW, 480/277/3 1 6.67 1 2.33 7 KW, 480/277/3 6.67 2.33 11 VAV702 #8 35 3 7.30 2.03 1 3 15 #12 VAV703 12 18 KW, 480/277/3 1 6.00 1.83 5.5 KW, 480/277/3 6.00 1.83 13 VAV704 #12 15 3 1.03 0.86 3 15 #12 VAV705 14 2.5 KW, 480/277/3 0,83 0.67 2 KW, 480/277/3 0.83 0.67 15 VAV706 #12 15 3 1.03 SPACE 16 2.5 KW, 480/277/3 0.83 O.83 17 SPACE SPACE 18 19 SPACE SPACE 20 21 SPACE SPACE 22 23 SPACE SPACE 24 25 SPACE SPACE 26 27 SPACE SPACE 28 29 SPACE SPACE 30 31 SPACE PLM-H1A 32 TOTAL 56.65 50,17 50,17 KVA PER NEC ARTICLE 220 205 181 181 1AMPS TOTAL LOAD 156.99 KVA 189 JAMPS FEEDER LOAD 303.50 KVA 189 JAMPS H2A PANELBOARD TWO -SECTION PANEL 480/277V, 3 PH, 4W SERVES: HVAC SECTION #1: BREAKERS 1-14 400A, M. L. 0. LOCATION: EDC2 SECTION #2: BREAKERS 15-32 (7) AIC, FULLY RATED PANEL PROVIDED WITH EDC GROUND BUS SURFACE MOUNT DESCRIPTION WIRE I BRKRIPLKVA RK WIRE DESCRIPTION 1 AHU1 #4 70 3 9.41 3.88 3 35 #8 AHU2 2 25 HP 480/3 9.41 .3.88:]10 HP 480/3 9.41 1 3.88 3 AHU5 #8 45 3 5.81 7.47 3 60 #6 AHU6 4 15 HP 480/3 5.81 7.47 20 HP 480/3 5.81 7.47 5 71j1 #6 60 3 11.20 2.83 3F35 #8 RTU2 6 10 TON, 30 KW 11.20 2.83 5 TON, 20 KW 11.20 2.83 7 VAV107 #8 40 3 7.97 1.03 3 15 #12 VAV108 8 20 KW, 480/277/3 6.67 0.83 2.5 KW, 480/277/3 6.67 q.83 9 VAV109 #12 15 3 1,03 0.86 3 15 #12 VAV11OA 10 2.5 KW, 480/277/3 0.83 0.67 2 KW, 480/277/3 0.83 1 0.67 11 VAV1108 #12 15 3 0.86 1.19 3 15 #12 VAV111 12 2 KW, 480/277/3 0.67 1.00 3 KW, 480/277/3 0.67 1.Oa 13 VAV112 #12 15 3 0.86 3.17 3 15 #12 VAV113 14 2 KW, 480/277/3 0.67 1 2.67 8 KW, 480/277/3 5,67 2.67 15 VAV114 #12 15 3 1.03 2.19 3 15 #12 VAV115 16 2.5 KW, 480/277/3 1 0.83 2.00 6 KW, 480/277/3 0.83 2.00 17 VAV116 #8 40 3 7.97 3.50 3 20 #12 VAV117 18 20 KW, 480/277/3 1 6.67 3.50 9 KW, 480/277/3 6.67 3.50 19 VAV118 #12 15 3 1.03 4.50 3 20 #12 VAV601 20 2.5 KW, 480/277/3 1 0.83 1 4.00 12 KW, 480/277/3 0.83 T 4.00 21 VAV602 #8 40 3 7.97 SPACE 22 20 KW, 480/277/3 6.67 6.67 23 SPACE SPACE 24 25 SPACE SPACE 26 27 SPACE SPACE 28 29 SPACE SPACE 30 31 SPACE SPACE 1321 TOTAL 85.74 78.60 78.60 KVA PER NEC ARTICLE 220 310 284 284 AMPS TOTAL LOAD 242.93 KVA 292 JAMPS FEEDER LOAD 303.50 JKVA 1 292 IAMPS H1 131 PANELBOARD 480/277V, 3 PH, 4W SERVES: 480 VOLT DISTRIBUTION 800A, M. L. 0. LOCATION: EDC1 (7) AIC, SERIES RATED PANEL PROVIDED WITH EDC GROUND BUS SURFACE MOUNT DESCRIPTION WIRE BRKR PL KvT PLIBRKRWIRE DESCRIPTION 1 3 COMPACTOR 10 HP, 480/3 #10 30 3 3.88 19.99 3.88 1 17.54 3 125 (8) TRANSFORMER T1 D (9) 75 KVA, 480/3 2 4 5 1 3.88 19.77 6 7 9 BALER 10 HP, 480/3 #10 30 3 3.88 38.47 3.88 40.05 3 200 (8) PANEL H1P1 9) 480/277/3 8 10 11 1 3.88 37.12 1 12 13 COMPACTOR #10 30 3 3.88 34.04 3 200 (8) PANEL H1P2 (9) 14 15 10 HP, 480/3 3.88 1 30.24 480/277/3 16 17 3.88 1 29.28 1 18 19 BALER #10 30 3 3.88 37.24 3 125 (8) PANEL H3B 20 21 10 HP, 480/3 L3.88 1 37.51 480/277/3 22 23 3.88 33.49 Al -._ _. ._ .... .... - _. _. .. 24 25 SPACE 8.87 2 70 (S) TRANSFORMER5TPL 28 27 9.03 KVA48O/1 29 SPACE 301 31 SPACE . . .. ... SPACE _ _.. .. _. 32= 33 34 35 36 37 SPACE SPACE 38 39 40 41 42 TOTAL 154.12 149.89 135.18 KVA PER NEC ARTICLE 220 556 541 488 AMPS TOTAL LOAD 439.20 KVA 528 AMPS FEEDER LOAD 483.9$ JKVA 582 AMPS H1B2 PANELBOARD 480/277V, 3 PH, 4W SERVES: 480 VOLT DISTRIBUTION 800A, M. L. 0. LOCATION: EDC1 (7) AIC, SERIES RATED PANEL PROVIDED WITH EDC PANEL SHALL HAVE FULL LENGTH BUS I DESCRIPTION WIRE BRKR PL KVA PLBRKRIWIRE DESCRIPTION B C 1 PANEL H1 A (8) 225 3 56.65 1 DEDICATED SPACE 2 3 480/277/3 50.17 4 5 50.17 6 7 PANEL H2A (8) 400 3 77.88 DEDICATED SPACE 8 9 480/277/3 1 69.74 10 11 1 69.74 12 13 PANEL H28 (8) 400 3 109.50 DEDICATED SPACE 14 15 480/277/3 99.68 16 17 95.60 18 TOTAL 244.04 219.59 215.51 KVA PER NEC ARTICLE 220 881 793 778 AMPS TOTAL LOAD 679.13 KVA 817 JAMPS FEEDER LOADI 650.74 KVA 783 JAMPS H2B PANELBOARD 480/277V, 3 PH, 4W SERVES: 480 VOLT DISTRIBUTION 400A M.L.O. LOCATION: EDC2 (7) AIC, SERIES RATED PANEL PROVIDED WITH EDC GROUND BUS SURFACE MOUNT DESCRIPTION WIRE RK Rl PL KVA PLBRKRWIRE I DESCRIPTION A B 1 PANEL H2P (9) (8) 200 3 3±0_37 DEDICATED SPACE 2 3 480/277/3 30.19 4 5 27.15 6 7 TRANSFORMER T28 (9) (8) 225 3 57.26 DEDICATED SPACE 8 9 150 KVA, 480/3 1 51.28 10 11 50.24 12 13 LIFT STATION #8 20 3 4.21 9.00 1 3 50 #6 AIR CURTAIN 14 15 (2) 5HP,480/3 L4.21 9.00 (3) 9 KW, 480/3 16 17 1 4.21 9.00 1 1 18 19 SPACE 5.00 3 30 #10 WH-HAIR CARE (2) 20 21 5.00 15 KW, 480/3 22 23 5.00 24 TOTAL 109,50 99.68 95.60 KVA PER NEC ARTICLE 220 395 360 345 AMPS TOTAL LOAD 304,78 KVA 367 AMPS FEEDER LOAD 316.03 lKVA 384 AMPS H4B PANELBOARD 480/277V, 3 PH, 4W SERVES: GROCERY 480 VOLT EQUIPMENT 600A, M. L. 0. LOCATION: EDC4 (7) AIC, SERIES RATED PANEL PROVIDED WITH EDC GROUND BUS SURFACE MOUNT DESCRIPTION WIRE BRK KVA PL RK WIRE DESCRIPTION L C 1 TRANSFORMER T4D (9) (8) 225 3 51.08 2.49 3 20 B03 WASH SINK (2) 2 3 150 KVA, 480/3 54.09 1 2.49 9.0 A, 480/3 4 5 48.681 2,49 6 7 RAN F RME F 9,11 (8) 125 3 27.52 9.00 3 50 #6 AIR CURTAIN 8 9 75 KVA, 480 3 1 25.75 9.04 (3) 9 KW, 480/3 10 11 27.36 1 9.00 1 1 12 13 SPACE 9.15 3 40 #8 D26 FRYER (2) 14 15 9.15 33.0 KW, 480/3 16 171 T 9.15 SHUNT -TRIP BREAKER 18 19 SPACE 11.92 3 60 #6 D27 FRYER (2) 20 21 11.92 43.0 KW, 480/3 22 23 11.92 SHUNT -TRIP BREAKER 24 25 SPACE 11.92 3 60 #6 D27 FRYER (2) 26 27 11.92 43.0 KW, 480/3 28 29 11.92 SHUNT -TRIP BREAKER 30 31 SPACE 5.26 3 60 (8) PANEL H4C (9) 32 33 8, O4 480/277/3 34 35 4.44 1 36 37 SPACE SPACE 38 39 40 41 42 TOTAL 128.33 132.35 124.95 KVA PER NEC ARTICLE 220 463 478 451 AMPS TOTAL LOAD 385.63 KVA - 464 AMPS FEEDER LOAD 308.79 KVA 371 AMPS H1 P1 POWER SWITCHING PANELBOARD 480/277V, 3 PH, 4W SERVES: LIGHTING 225A, M. L. 0. LOCATION: EDC1 (7) AIC, SERIES RATED PANEL PROVIDED WITH EDC GROUND BUS SURFACE MOUNT DESCRIPTION WIRE BRKR PL KVA PLBRK Rl WIRE DESCRIPTION I B C 1 SALES FLOOR LIGHTING (6,X) #8 20 1 2.52 1 0.72 1 20 EMERGENCY LIGHTING (3) 2 3 SALES FLOOR LIGHTING (6,X) #8 20 1 2.52 1 1.29 1 20 #10 SECURITY LIGHTING (6,X) 4 5 SALES FLOOR LIGHTING 6,X 8 20 11 2.64 2.37 1 20 10 SECURITY LIGHTING 6,X 6 7 SALES FLOOR LIGHTING (6,X) #8 20 1 3.96 2.28 1 20 #10 PERIMETER LIGHTING (6) 8 9 SALES FLOOR LIGHTING (6,X) #8 20 1 1 3.96 2.17 1 1 20 #10 PERIMETER LIGHTING (6) 10 11 SALES FLOOR LIGHTING 6,X 8 20 1 3.96 2.17 1 20 #10 PERIMETER LIGHTING 6 12 13 SALES FLOOR LIGHTING (6,X) #8 20 1 3,96 2.28 1 20 #10 PERIMETER LIGHTING (6) 14 15 SALES FLOOR LIGHTING (6,X) #8 20 1 1 3.96 2.28 1 20 #10 PERIMETER LIGHTING (6) 16 17 SALES FLOOR LIGHTING 6,X 8 20 1 1 3.96 2.17 1 20 #10 PERIMETER LIGHTING 6 18 19 SALES FLOOR LIGHTING_ (6,X) #8 20 1 3.72 3.55 1 20 #10 GM DOCK LIGHTING (6) 20 21 SALES FLOOR LIGHTING (6,X) #8 20 1 3.72 1 3,79 1 1 20 BREAKRM / LAYAWAY LTG. 22 23 SALES FLOOR LIGHTING 6,X 8 20 ill 3.72 4.02 1 20 REAR STOCKRM LIGHTING 24 25 SALES FLOOR LIGHTING (6,X) #8 20 1 4.20 2.89 1 20 REAR STOCKRM LTG. (9) 26 27 SALES FLOOR LIGHTING (6,X) #8 20 1 L3.96 4.00 1 20 1 1 R. GROC. DOCK LIGHTING 28 29 SALES FLOOR LIGHTING 6,X 8 20 1 3.72 1 20 SPARE X 30 31 SALES FLOOR LIGHTING (6,X) #8 20 1 4.20 1 1 20 SPARE 32 33 SALES FLOOR LIGHTING (6,X) #8 20 1 4.20 1 20 SPARE 34 35 SALES FLOOR LIGHTING 6,X 8 20 1 4.20 1 20 ISPARE 36 37 SALES FLOOR LIGHTING (6,X) #10 20 1 4.20 SPACE 38 39 SALES FLOOR LIGHTING (6,X) #10 20 1 4.20 SPACE 40 41 SALES FLOOR LIGHTING 6,X 10 20 1 4.20 SPACE 142 TOTAL 38.47 40.05 37.12 KVA PER NEC ARTICLE 220 139 145 134 AMPS TOTAL LOAD 115.64 KVA 139 AMPS FEEDER LOAD 144.55 KVA 174 JAMPS E H1P2 POWER SWITCHING PANELBOARD � 480/277V, 3 PH, 4W SERVES: LIGHTING 225A, M. L. 0. LOCATION: EDC1 (7) AIC, SERIES RATED PANEL PROVIDED WITH EDC GROUND BUS SURFACE MOUNT DESCRIPTION WIRE BRKR PL KVA PLBRKR WIRE DESCRIPTION 1 SALES FLOOR LIGHTING (6,X) #8 20 1 4.20 0.56 1 20 EMERGENCY LIGHTING (3) 2 3 SALES FLOOR LIGHTING (6,X) #8 20 1 4.20 1 20 SPARE 4 5 SALES FLOOR LIGHTING 6,X} #8 20 11 4.20 1 20 .1 ISPARE 6 7 SALES FLOOR LIGHTING (6,X) #10 20 1 4.20 SPACE 8 9 SALES FLOOR LIGHTING (6,X) #10 20 1 4.20 1 SPACE 10 11 SALES FLOOR LIGHTING (6,X) #10 20 1 1 4.20 SPACE 12 13 SALES FLOOR LIGHTING (6,X) #10 20 1 4.20 SPACE 14 15 SALES FLOOR LIGHTING (6,X) #10 20 1 4.20 SPACE 16 17 SALES FLOOR LIGHTING (6,X) #14 1 24 11 1 4.20 SPACE 18 19 SALES FLOOR LIGHTING (6,X) #10 20 1 4.20 SPACE 20 21 SALES FLOOR LIGHTING (6,X) #10 20 1 1 4.08 SPACE 22 23 SALES FLOOR LIGHTING (6,X) #10 20 1 3.96 SPACE 24 25 SALES FLOOR LIGHTING (6,X) #10 20 1 3.48 SPACE 26 27 SALES FLOOR LIGHTING (6,X) #10 20 1 3.72 SPACE 28 29 SALES FLOOR LIGHTING (6,X 1O 20 1 3.60 SPACE 30 31 SALES FLOOR LIGHTING (6,X) #10 20 1 3.60 2.16 2 20 (5) PARKING LOT LIGHTING (X) 32 33 SALES FLOOR LIGHTING (6,X) #8 20 1 3.72 1 2.16 480/1 34 35 SALES FLOOR LIGHTING 6,X 8 20 1 3.72 3.24 2 20 5) PARKING LOT LIGHTING X 36 37 SALES FLOOR LIGHTING (6,X) #8 20 1 4.2o 3.24 480/1 38 39 SALES FLOOR LIGHTING (X) 20 1 1,80 2.16 2 20 (5) TRUCKWELL SEC LTG. (X) 40 41 SPARE (X 20 1 2.16 480/1 42 TOTAL 34.04 30.24 29.28 KVA PER NEC ARTICLE 220 123 109 106 AMPS TOTAL LOAD 93.56 KVA 113 AMPS FEEDER LOAD 116.95 KVA 141 !� AMPS H2P POWER SWITCHING PANELBOARD 480/277V, 3 PH, 4W SERVES: FRONT LIGHTING 225A, M. L. 0. LOCATION: EDC2 (7) AIC, SERIES RATED PANEL PROVIDED WITH EDC GROUND BUS SURFACE MOUNT DESCRIPTION WIRE RK L RK WIRE DESCRIPTION L 1 WAL-MART SIGN (X) (5) 20 2 1.08 1 4.44 1 20 #10 GARDEN CENTER LIGHTS (6,X) 2 3 480/1 1.08 2,74 1 20 LEXAN CANOPY LIGHTING (X) 4 5 IPARKING LOT LIGHTING X (5) 20 12 1 1.62 2.51 1 20 #10 SHADE CLOTH LIGHTING (6,X) 6 7 480/1 1.62 1 3.53 1 1 20 #10 PERIMETER LIGHTING (6) 8 9 PARKING LOT LIGHTING (X) (5) 20 2 2.16 3.53 1 20 #10 PERIMETER LIGHTING (6) 10 11 480/1 1 2.16 3.42 1 20 #10 PERIMETER LIGHTING 6 12 13 PARKING LOT LIGHTING (X) (5) 20 2 3.24 4.08 1 20 VISION CENTER LIGHTING 14 15 480/1 3.24 1 2.66 1 20 VESTIBULE LIGHTING 16 17 PARKING LOT LIGHTING X 5) 1 20 1 1.42 1.73 1 20 HAIR CARE LIGHTING 9) 18 19 SPACE 1 2.50 1 20 PHARMACY LIGHTING 20 21 PARKING LOT LIGHTING (X) (5) 20 2 3.24 2.90 1 20 TENANT WALL LIGHTING 124 22 23 480/1 3.24 2.96 1 20 COURTESY DESK LIGHTING 25 PARKING LOT LIGHTING (X) (5) 20 2 2.16 1 2.20 1 20 TENANT SPACE LIGHTING 26 27 480/1 2.16 1 20 SPARE 28 29 PARKING LOT LIGHTING (X) (5) 202 3.24 1 20 SPARE 30 31 480/1 3.24 1.08 2 20 (5) WAL-MART SIGN (X) 32 33 PARKING LOT LIGHTING (X) (5) 20 2 1.08 1.08 480/1 34 35 480/1 1 1 1.08 1 2,16 21 20 (5) PARKING LOT LIGHTING X) 36 SECURITY LTG (X) (5) 20 2 2.70 2.16 480/1 38 L7ARKING 1 2.70 1.62 2 20 (5) PARKING LOT LIGHTING (X) 40 E FUTURE BANK) 1 1 20 1 1 1.62 480/1 42 TOTAL 34.03 30.19 27.15 KVA PER NEC ARTICLE 220 123 109 98 AMPS TOTAL LOAD 91.38 KVA 110 AMPS FEEDER LOAD 114.22 KVA 137 AMPS H4C PANELBOARD 480/277V, 3 PH, 4W SERVES: GROCERY LIGHTING 125A, M. L. 0. LOCATION: EDC4 (7) AIC, SERIES RATED PANEL PROVIDED WITH EDC GROUND BUS SURFACE MOUNT DESCRIPTION WIRE BRKR PL KVA PLBRKRWIRE DESCRIPTION 1 BAKERY LIGHTING 20 1 2.66 1 20 SPARE 2 3 DELI LIGHTING 20 1 3.65 1 1.84 1 20 4 5 IMEAT PREP LIGHTING 20 11 1 1.26 3.18 11 20 1#10 VESTIBULE LIGHTING (6) 6 7 PRODUCE SPOT LIGHTING 24 1 2.60 1 20 SPAR £ 8 9 PRODUCE/ SEAFOOD LIGHTING 20 1 L2.55 1 20 SPARE 10 11 SPARE 20 11 1 20 ISPARE 12 13 SPARE 20 1 SPACE 14 15 SPARE 20 1 SPACE 16 17 SPARE 20 1 SPACE 18 TOTAL 5.26 8,04 4.44 KVA PER NEC ARTICLE 220 19 29 16 AMPS TOTAL LOAD 17.74 KVA 21 AMPS FEEDER LOAD 22,18 KVA 27 AMPS Z� (1) TERMINATE GROUND ON ISOLATED GROUND BUS. (2) INSTALL LOCKING DEVICE FURNISHED WITH PANELBOARD (LOCK --OFF FOR MAINTENANCE). (3) INSTALL LOCKING DEVICE FURNISHED WITH PANELBOARD (LOCK -ON FOR CRITICAL LOAD). (4) GFI BREAKER, (5) REFER TO SITE LIGHTING PLAN FOR WIRE SIZES. (6) CONDUCTOR SIZE HAS BEEN INCREASED FOR VOLTAGE DROP. SIZE EQUIPMENT GROUNDING CONDUCTOR PROPORTIONATELY PER NEC. (7) REFER TO ONE -LINE DIAGRAM FOR AVAILABLE: FAULT CURRENT FOR INTERRUPT RATINGS. (8) REFER TO ONE -LINE DIAGRAM FOR WIRE SIZES. (9) FACTORY WIRED TO LOAD. (10) BREAKER SHALL BE HIGH MAGNETIC TYPE. (11) REFER�TO�MCDON�ALDS SHEE�TS. (X) DESIGNATES "SMART" BREAKER. ,w-r � vZ_' ¢z wry Lu �zq� -<Qd�-`3 Ojj yN Zi es caa. �m� c�5o4Q0< � Q `n�a,<�wfao,v)F= a3 «�HQ4w z, Q�abf 1� O W 0 � o tit Co COID � w 5/17/02 REV # 4 E E4.1: 092801ATE: 11/16/01 IPANELBOARD I SCHEDULES SHEET: • E4,1 I , 1 PANELBOARD NOTES (1) TERMINATE GROUND ON ISOLATED GROUND BUS. (2) INSTALL LOCKING DEVICE FURNISHED WITH PANELBOARD (LOCK -OFF FOR MAINTENANCE). RVA (3) INSTALL LOCKING DEVICE FURNISHED WITH PANELBOARD (LOCK --ON FOR CRITICAL LOAD). (4) GFl BREAKER. (5) REFER TO SITE LIGHTING PLAN FOR WIRE SIZES. (6) CONDUCTOR SIZE HAS BEEN INCREASED FOR VOLTAGE DROP. SIZE EQUIPMENT GROUNDING CONDUCTOR PROPORTIONATELY PER NEC. (7) REFER TO ONE -LINE DIAGRAM FOR AVAILABLE FAULT CURRENT FOR INTERRUPT RATINGS. (8) REFER TO ONE -LINE DIAGRAM FOR WIRE SIZES. (9) FACTORY WIRED TO LOAD. (10) BREAKER SHALL BE HIGH MAGNETIC TYPE. "SMART" (X) DESIGNATES BREAKER.KVA 3 k t t� �, `' F (, =:: } j I r 1 L1 D PANELBOARD 208/120V, 3 PH, 4W TWO -SECTION PANEL SECTION , #1: BREAKERS 1-42 225A, M. C. B. WITH FEED-THRU LUGS SECTION #2: BREAKERS 43-84 10,000 AIC SERVES: GENERAL POWER GROUND SUS (BOTH SECTIONS) LOCATION: EDC1 ISOLATED GROUND BUS (SECT 2 ONLY) PANEL PROVIDED WITH EDC SURFACE MOUNTKVA DESCRIPTION WIRE RK PL L RK WIRE DESCRIPTION 1 STOCKROOM LIFT (6) #8 20 2 1.25 2.25 2 30 #6 WH (2,6 L1 U PANELBOARD 240/120V, 1 PH, 3W SERVES: CRITICAL ISOLATED GROUND EQUIPMENT 100A, M. L. 0. LOCATION: EDC1 10,000 AIC PANEL PROVIDED WITH EDC EQUIPMENT GROUND BUS SURFACE MOUNT DESCRIPTION WIRE RK L PLBRKR WIRE DESCRIPTION A 1 UPC SYSTEM MODULE 15 1 0.25 0:36 1 20 P.A. /TELE. EQUIP. (9) 2 3 UPC SYSTEM MODULE 15 1 1 20 EP 2 9 4 0.25 0.057 5 UPC SYSTEM MODULE 15 1 0.25 0.42 1 20 LAY -AWAY CASH WRAPS 6 7 UPC SYSTEM MODULE 15 1 1 20 SPARE 8 0.25 9 SYSTEM MODULE 15 1 0.25 SPADE 10 i 1 CRT RECEPTACLES 20 1 SPACE 12 0.24 TOTAL 1.53 0.79 KVA PER NEC ARTICLE 220 13 7 AMPS TOTAL LOAD 2 KVA 11 AMPS FEEDER LOAD 2 KVA 11 AMPS L2B PANELBOARD 208/124V, 3 PH, 4W 500A M.C.B. SERVES: 208 VOLT DISTRIBUTION 10,000 AIC LOCATION: EDC2 GROUND BUS PANEL PROVIDED WITH EDC ISOLATED GROUND BUS PANEL SHALL HAVE FULL LENGTH SUS SURFACE MOUNT DESCRIPTION WIRE RK P PLBRKR WIRE DESCRIPTION 1 PANEL L2D1 {1,9) ($) 150 3 11.35 DEDICATED SPACE 2 3 208/120/3 12.72 4 5 10.56 6 7 PANEL L2D2 (9) (8) 150 3 15.72 DEDICATED SPACE 8 9 208/120/3 12.27 10 11 12.08 12 13 PANEL L2P (9) (8) 150 3 14.14 DEDICATED SPACE 14 15 208/120/3 10.87 16 17 12.63 18 19 BANK (FUTURE) 100 3 2.00 3.32 3 100 (8) PANEL LVG (1) 20 21 2.00 2.52 208/120/3 22 23 2.00 2.70 24 25 SPACE 9.28 311001 (8) PANEL LHC (1) 26 27 9.10 208/120/3 28 29 8.71 30 31 SPACE 0.72 3 100 (8) PANEL LTS1 (1) 32 33 0.90 208/120/3 34 35 0.78 36 37 SPACE 0.72 3 100 {$} PANEL LTS2 (1) 38 39 0.90 208/120/3 40 41 0.78 42 TOTAL 57.26 51.28 50.24 KVA PER NEC ARTICLE 220 477 427 419 AMPS TOTAL LOAD 158.77 KVA 440 AMPS FEEDER LOAD 147.17 KVA 409 AMPS L2D1 PANELBOARD 208/12flV, 3 PH, 4W 225A, M. L, 0. SERVES: MISC. 120V POWER 1Q,000 AIC LOCATION; EDC2 GROUND BUS PANEL PROVIDED WITH EDC ISOLATED GROUND BUS SURFACE MOUNT DESCRIPTION WIRE RK L L RK WIRE DESCRIPTION 1 PANEL L2U (1,3) #6 50 2 2,96 0.96 1 20 #10 FRONT CASH WRAPS (6) 2 3 208/120/1 2.04 0.96 1 20 #10 FRONT GASH WRAPS (6) 4 5 PAINT BOOTH (1,6 1a 20 1 0.18 1.14 1 20 1O FRONT CASH WRAPS LPTV 6 6 7 PAINT BOOTH (1,6} #10 20 1 0.72 0.96 1 20 #1O FRONT CASH WRAPS {6j 8 9 GARDEN REGISTERS (1,6) �10 20 1 0.68 p.96 1 20 #10 FRONT CASH WRAPS (6) 1a 11 JEWELRY CASH WRAP 1} 20 1 0.24 0.96 1 20 10 FRONT CASH WRAPS (6 12 13 SIDEWALK RED. (1} 20 1 0.24 1 20 SPARE 14 15 PHARMACY REGISTERS (1} 20 1 0.36 1 2Q SPARE 16 17 WH 2 #10 30 1 2.00 1 20 SPARE 18 19 PHARMACY RECEPTACLE 20 1 0.18 1.44 1 20 #$ AQUARIUM WALL RECEPT (6) 20 21 PHARMACY RECEPTACLES 20 1 0.72 1.44 1 20 #8 AQUARIUM WALL RECEPT (6) 22 23 PHARMACY RECEPTACLES 20 1 0.90 i.44 1 20 $ AQUARIUM WALL RECEPT 6 24 25 PHARM RECEPT / EF /TLT. 20 1 0.46 1,08 1 20 �10 JEWELRY CASH WRAP/PICS(6) 26 27 PHARMACY RECEPTACLES 2fl 1 0.90 1.92 1 20 #10 JEWELRY WORKSTATION (6} 28 29 PHARMACY RECEPTACLES 20 1 0.72 1 20 SPARE 30 31 PHARMACY PRINTER 20 1 0.77 1.08 1 20 #8 PAINT BOOTH (6) 32 33 PHARMACY PRINTER 20 1 0.77 1.07 1 20 #$ PAINT BOOTH (6) 34 35 EXTERIOR RECEPTACLES 20 1 p.54 1.08 1 20 8 TV'S MUSIC; CELL PICS 6 36 37 EDC2 RECEPTACLE (9) 20 1 0.18 p.32 1 20 #10 ELECT. /SPORT. C/W (1>6) 38 39 AHU1, AHU2 OUTLETS (6) #10 20 1 0,36 0.54 1 20 #10 ELECTRONICS G/W (6) 40 41 SPARE 20 1 1.36 1 20 $ SPORT. GOODS G/W (6 42 TOTAL 11.35 12.72 10.56 KVA PER NEC ARTICLE 220 95 106 88 AMPS TOTAL LOAD 34.63 KVA 96 AMPS FEEDER LOAD 33,69 KVA 94 AMPS L2D2 PANELBOARD 208/120V, 3 PH, 4W SERVES: MISC. 120V POWER 225A, M, L. Q. LOCATION: EDC2 10,p00 AIC PANEL PROVIDED WITH EDC GROUND 8U5 SURFACE MOUNT DESCRIPTION WIRE RK PL PL RK WIRE DESCRIPTION 1 AIR CURTAIN FANS (6) #6 40 1 3.53 1.18 1 20 #8 LEXAN GABLE FANS (6) 2 3 VENDING MACHINES {6) �10 2a 1 1.50 1.18 1 2Q #8 LEXAN GABLE FANS {6) 4 5 VENDING MACHINES 6 10 20 1 1.50 1.18 1 20 $ DRY PIPE SYS COMP. 2,6) 6 7 WH (2,6) #8 30 2 2.25 0.28 1 20 #6 SEASONAL CLOSET RECEPT (6 8 9 4.5 KW, 208/1 2.25 0.72 1 20 #10 LEXAN AIR FLOW FANS {6) 10 11 ICE MERCHANDISER EF (6) 10 20 1 1,76 0.82 1 20 8 RETRACTABLE SIDEWALL 6) 12 13 VENDING MACHINES (6} �1-0 2fl 1 1.50 0.82 1 20 , #$ RETRACTABLE 51DEWALL {6) 14 15 VENDING MACHINES (6) #10 20 1 1.5fl 1.08 1 20 #10 LEXAN CANOPY RECEPT (6) 16 17 VENDING MACHINES 6 10 20 1 1.50 0.36 1 20 GARDEN REMOTE C W 18 19 MOTORIZED DARTS 20 1 0.36 0.54 1 2a #10 GARDEN G/W {6) 20 `21 VENDING MACHINES 20 1 1.50 0.60 1 20 #10 G.C. DOOR (6) 22 23 DOOR OPERATORS {6 1a 20 1 1.20 0.90 1 20 10 SHADECLOTH RECEPT 6 24 25 DOOR OPERATORS (6) #10 20 1 1.2Q 0.90 1 20 #10 SHADECLOTH RECEPT (6) 26 27 SURVEILLANCE SYSTEM 20 1 0.57 0,18 1 20 IRRIGATION CONTROL 28 29 HAND DRYER 2,6 6 20 1 2.00 0.72 1 20 8 LEXAN AIR FLOW FANS 6 30 31 HAND DRYER (2,6) #6 20 1 2.00 1 20 SPARE 32 33 EWC'S (6) #10 20 1 i.20 1 20 SPARE 34 35 FRONT TOILET SENSORS 4 20 1 0.14 1 2p SPARE 36 37 EF (6) #10 20 1 1.17 SPACE 38 39 SPARE 20 1 SPACE 40 41 SPARE 20 1 SPACE 42 TOTAL 15.72 12.27 12.08 KVA PER NEC ARTICLE 220 131 tp2 101 AMPS TOTAL LOAD 40.Q7 KVA 111 AMPS FEEDER LOAD 40.07 KVA 111 AMPS L2P POWER SWITCHING PANELBOARD 208/120V, 3 PH, 4W SERVES: MISC. 120V POWER 225A, M. L. 0. LOCATION: EDC2 10,000 AIC PANEL PROVIDED WITH EDC GROUND BUS SURFACE MOUNT DESCRIPTION WIRE RK L L RK WIRE DESCRIPTION 1 ELECTRONICS (TV WALL) (6) �6 2a t 1.50 1.71 1 20 #8 STORE FRONT SIGN (2,6,X) 2 3 ELECTRONICS (TV WALL) (6} �6 20 1 1,50 Q.78 1 20 #8 STORE FRONT SIGN (2,6,X) 4 5 ELECTRONICS (TV WALL (6 20 1 1.50 1.71 1 20 8 STORE FRONT .SIGN 2>6,X) 6 7 ELECTRONICS (6,X} #6 20 1 0.46 1.34 1 20 #8 STORE FRONT SIGN (2,6,X) 8 9 ELECTRONICS (6,X) #6 20 1 0.86 0.45 1 20 CIGARETTES {X) 10 11 ELECTRONICS 6,X 6 20 1 1,72 0.54 1 20 SEASONAL TOYS X 12 13 ELECTRONICS (6} �6 20 i 0.72 1.40 1 20 #8 COSMETICS (6,X) 14 15 ELECTRONICS (6) #6 20 1 0.36 1.60 1 20 #8 COSMETICS (6,X) 16 17 ELECTRONICS 6 6 20 1 0.72 0.80 1 20 10 COSMETICS 6,X 18 19 GREETING CARDS {6,X} #8 20 1 0.2Q 1.40 1 20 #8 COSMETICS (6,X) 20 21 GREETING CARDS (6,X) �$ 20 1 0.20 0.54 1 20 SEASONAL 22 23 GREETING CARDS 6,X 8 20 1 0.20 1.80 1 20 6 LAMPS 6,X 24 25 GREETING CARDS (6,X) #8 20 1 0.2a 1,92 1 20 �6 CEILING FANS (6,X) 26 27 GREETING CARDS (6,X) �8 2Q 1 0,20 1.92 1 20 #6 CEILING FANS (6,X) 28 29 GREETING CARDS 6,X 8 20 1 0.2Q 0.72 1 20 10 AUTO MOBILE ELEC. 6 30 31 GREETING CARDS (6,X) �8 � 20 1 0.20 0.72 1 20 �10 SEASONAL {6) 32 33 GREETING CARDS (6,X) #8 20 1 0.20 p.9O 1 20 #8 SEASONAL (6) 34 35 FLOR CASE LTG HTR FAN 2,6) 10 20 1 1.00 0.72 1 20 8 SEASONAL 6} 36 37 FLOR CASE COMPRESSOR (2,6 #10 20 1 1.86 0.50 1 20 #8 BOOTWALL (6,X) 38 39 TENANT SIGNAGE (2,6,X) #6 20 1 1.00 0.36 1 20 #6 ELECTRONGS (6} 40 41 TENANT SIGNAGE (2,X) 20 1 1.00 1 20 SPARE 42 TOTAL 14.14 10.87 12.63 KVA PER NEC ARTICLE 220 118 91 105 AMPS TOTAL LOAD 37.64 KVA 104 AMPS FEEDER LOAD 43.29 KVA 120 AMPS L2U SERVES: CRITICAL ISOLATED GROUND EQUIPMENT LOCATION: FRONT ELEC. / COMM. ROOM PANEL FURNISHED BY EDC MFR., INSTALLED BY E.C. PANELBOARD 240/120V, 1 PN, 3W 100A, M. L. 0. 10,000 AIC EQUIPMENT GROUND BUS SURFACE MOUNT DESCRIPTION WIRE RK L RK WIRE DESCRIPTION A 1 3 FRONT CASH WRAPS FRONT CASH WRAPS 20 20 1 1 0.40 0.54 1 1 20 20 #10 10 PHARMACY IG RECEPT (6) PHARMACY IG RECEPT 6 2 4 0.48 0,54 5 7 FRONT GASH WRAPS FRONT CASH WRAPS 20 20 1 1 0.64 Q.32 1 1 20 20 COURTESY CASH WRAPS VISION CENTER COMPUTERS 6 8 0.48 0.36 9 11 FRONT CASH WRAPS DATA BACKBOARD RECEPT. 2fl 20 1 jl[ Q.48 0.40 1 15 COMMUNICATIONS RACK SPACE 10 12 0.18 13 15 DATA BACKBOARD RECEPT. SPARE 15 20 1 1 0.18 SPACE SPACE 14 16 17 19 SPACE SPACE SPACE SPACE 18 20 TOTAL PER NEC ARTICLE 220 TOTAL LOAD FEEDER LOAD 2.96 2.04 25 17 5 KVA 24 5 KVA 24 KVA AMPS AMPS AMPS L4D1 PANELBOARD 208/120V, 3 PH, 4W SERVES: GROCERY EQUIPMENT 100A, M. C. B. LOCATION: EDC4 10,000 AIC PANEL PROVIDED WITH EDC GROUND BUS SURFACE MOUNT DESCRIPTION WIRE RK PL L RK WIRE DESCRIPTION 1 MEAT SAW 20 3 1.32 2.50 3 30 #10 S14 LOBSTER STEAMER 2 3 IM11 3 HP, 208/3 1.32 2.50 7.5 KW, 2O8/3 4 5 1.32 2.50 6 7 M07 SLICER 20 1 1.18 0.83 3 20 S05 SEAFOOD DISPOSAL (2} 8 9 M13 CURER/TENDERIZER 20 1 1.18 0.83 1-1/2 HP, 208/3 10 11 P05 WRAPPER 2q 1 1.48 0.83 12 13 SEAFOOD RECEPTACLES 20 1 0.90 0.16 2 20 51 q ICE FLAKER 14 15 SPARE 20 1 0.14 1.37 A, 20$/1 16 17 SPARE 20 1 1.80 1 20 S13 LOBSTER TANK 18 19 COMPRESSOR HSE AUX PANEL #10 30 3 0.56 1 20 R/0 WATER FILTRATION 20 21 208/120/3 fl.56 1 20 SPARE 22 23 0.56 1 2Q SPARE 24 25 COMPRESSOR HSE AUX PANEL #10 30 3 0.56 SPACE 26 27 208/120/3 0.56 SPACE - 28 29 0.56 SPACE 30 TOTAL 8.18 7.08 9.04 KVA PER NEC ARTICLE 220 68 59 75 AMPS TOTAL LOAD 24.30 KVA 67 AMPS FEEDER LOAD 19.36 KVA 54 AMPS L4D2 PANELBOARD 2osr12av, 3 PH, 4W 100A, M. C. B. SERVES: GROCERY MISC. POWER 10,000 AIC LOCATION:. EDC4 GROUND BUS PANEL PROVIDED WITH EDC ISOLATED GROUND BUS SURFACE MOUNT DESCRIPTION WIRE RK PL L RK WIRE DESCRIPTION 1 BOILER CW61 &2 CONTROLS 20 1 0.96 0.18 1 20 EDC4 RECEPTACLE (9) 2 3 COFFEE GRINDER/PIGS (6) �1O 20 1 1.32 1.02 1 20 M14 NAND WRAP {1) 4 5 COLUMN RECEPT PICS 6 8 20 1 1.p8 1.08 1 20 604 & D04 SCALES 1 6 7 GROCERY FREEZER LTG. 20 1 0.43 0.54 1 20 PO4 & SO4 SCALES 1) 8 9 ICE CREAM FREEZER LTG. 20 1 0.17 0.36 1 20 R U S 1& 2 a 11 GROG. FREEZER HEATERS 2 20 1 0.60 1 20 PARE 1 13 ICE CREAM FRZR. HTRS. (2} 20 1 0.60 1 20 SPARE 14 15 MEAT /DELI CLR. HEATERS () 20 1 fl.60 1 20 SPARE 16 17 MEAT HOLDING HEATERS 2 2Q 1 0.30 1 20 SPARE 18 19 STOCKRM RECEPT/DSD (6) �10 20 1 0.72 SPACE 20 21 GROG. DOCK RECEPT (6) �10 20 1 0.72 SPACE 22 23 SPARE 20 1 SPACE 24 25 SEAFOOD FRZR. LTG. 20 1 0.17 SPACE 26 27 SEAFOOD FRZR. HTRS. (2) 20 1 0.60 SPACE 28 29 SPARE 20 1 SPACE 30 TOTAL 3.60 4.79 3.06 KVA PER NEC ARTICLE 220 30 40 26 AMPS TOTAL LOAD 11.45 KVA 32 AMPS FEEDER LOAD 11.64 KVA 32 AMPS L4D3 PANELBOARD 2os/12gv, 3 PH, 4w TWO -SECTION PANEL SECTION #1: BREAKERS 1--30 225A, M. L. 0. WITH SUB -FEED LUGS SECTION #2: BREAKERS 31--60 10,000 AIC SERVES: FRONT VESTIBULE GROUND BUS (BOTH SECTIONS) LOCATION: MONITOR ROOM ISOLATED GROUND BUS {SECT. 2 ONLY) PANEL FURNISHED BY EDC MFR., INSTALLED BY E.C. FLUSH MOUNT DESCRIPTION WIRE RK PL RK WIRE DESCRIPTION 1 ICE MAKER 20 2 1.35 0.48 1 20 #10 FRONT CASH WRAPS (6) 2 3 120/208/1 1.35 0.96 1 20 #10 FRONT GASH WRAPS (6) 4 5 ICE MAKER 20 2 1.35 0.96 1 20 #10 FRONT GASH WRAPS 6 6 7 120/208/1 1.35 0.96 1 20 #10 FRONT CASH WRAPS (6) 8 9 ICE MERCHANDISER 20 1 1.56 0.96 1 20 #10 FRONT CASH WRAPS (6) 10 11 MOTORIZED CARTS 20 1 0.54 0.96 1 20 10 FRONT CASH WRAPS 6 12 13 MOTORIZED CARTS 20 1 0,54 0.96 1 20 FRONT CASH WRAPS 14 15 DOOR OPERATORS 20 1 1.20 0.96 1 20 FRONT CASH WRAPS 16 17 DOOR OPERATORS 2Q 1 1.20 1.14 1 20 FRONT CASH WRAPS/LPTV 18 19 EF /ICE BAGGER 20 1 0.62 0.96 1 20 FRONT CASH WRAPS 20 21 VENDING MACHINES (6) #10 20 1 1.50 0,72 1 20 #10 COURTESY DESK 22 23 VENDING MACHINES (6 10 20 1 1,50 4.72 1 20 10 COURTESY DESK 24 25 VENDING MACHINES {6} #10 20 1 1.50 1 20 SPARE 26 27 VENDING MACHINES (6) #10 20 1 1.50 1 20 SPARE 28 29 VENDING MACHINES 6 10 20 1 1.50 1 20 SPARE 3O 31 WH (2) #10 30 1 2.00 0.25 1 15 MONITOR RACK SYSTEM 32 33 COURTESY DESK IG (1) 20 1 0.54 0.25 1 15 MONITOR RACK SYSTEM 34 35 CASH /COUNTING IG (1 20 1 0.35 0.25 1 15 MONITOR RACK SYSTEM 36 37 PORTRAIT RECEPTACLE (1,10) 20 0.501.08 1 20 #8 COLUMN REGEPTAGLES (6) 38 39 PORTRAIT RECEPTACLE (1,10} 2p Ill 0.50 3.53 1 4p �8 AIR CURTAIN FANS 40 41 PORTRAIT RECEPTACLES 20 1 Q.72 0.54 i 20 EXTERIOR RECEPTACLES 42 43 PORTRAIT RECEPTACLES 20 1 0.36 1 20 SPARE 44 45 SPARE 20 1 1 20 SPARE 46 47 COURTESY DESK RECEPT 20 1 0,90 1 20 SPARE 48 49 CASH/COUNTING RECEPT 20 1 0.72 SPACE 50 51 SURVEILLANCE SYSTEM 20 1 0.57 SPACE 52 53 LP OFFICE RECEPTACLES 20 1 0.90 SPACE 54 55 LP OFFICE RECEPTACLES 20 1 0.60 SPACE 56 57 LP OFFICE RECEPTACLES 20 1 0.63 SPACE 58 59 LP OFFICE RECEPTACLES 20 1 p.72 SPACE 60 TOTAL 14.24 16.73 14.25 KVA PER NEC ARTICLE 220 119 139 119 AMPS TOTAL LOAD 45.22 KVA 126 AMPS FEEDER LOAD 45.22 KVA 126 � AMPS L4D4 PANELBOARD PANEL SECTION #1: BREAKERS 1-30 208/120V, 3 PH, 4W WITH SUS -FEED LUGS SECTION �2: BREAKERS 31-6Q 225A, M. L. 0. SERVES: BAKERY AND DELI 10,000 AIC LOCATION: BAKERY PREP GROUND BUS PANEL FURNISHED BY EDC MFR., INSTALLED BY E.C. FLUSH MOUNT DESCRIPTION WIRE RK PL L RK WIRE DESCRIPTION 1 B24 SHUNT -TRIP BREAKER 1.91 3 20 B36 PROOF BOX (2} 2 3 B24 AUTO. DONUT SYST. #8 50 3 4.Oa 1,91 15.9 A, 208/3 4 5 12.Q KW, 120/208/3 4.00 1.91 6 7 4.00 0.53 3 20 f335G RACK OVEN (2) 8 9 B24A SHUNT -TRIP BREAKER 0,53 4.4 A, 208/3 10 11 IB24A FILTER 20 2 1.40 0,53 12 13 2.8 KW, 20$/1 1.40 1 20 SPARE 14 15 845 PROOFER 20 1 1.92 1.18 1 20 BQ7 BREAD SLICER 16 17 D07A SLICER 20 1 1.18 0.54 1 20 BAKERY REGEPTAGLES 18 19 B17 .PASTRY CASES 20 1 1.65 1.18 1 20 JEF (2) 20 21 B26 ICING WARMER (6) 15 2 0.45 0.30 1 20 EH CONTROLS (2} 22 23 900 W, 208 1 0.45 0.30 1 20 EH LIGHTS (2 24 25 836A PROOF. CONTROLS (2) 20 1 p.53 0.60 1 20 DELI .FREEZER HEATERS (2) 26 27 B35A OVEN CONTROLS (2,6) #10 20 1 1.92 0.17 1 20 DELI FREEZER LIGHTING 28 29 SPARE 20 1 1 20 SPARE 30 31 EF (2) 20 1 1.18 1 20 SPARE 32 33 EH GHTS (2) 20 1 0.30 1 20 SPARE 34 35 EH CONTROLS {2 20 1 0.30 1 20 SPARE 36 37 DELI RECEPTACLES 20 1 q.72 3.93 3 50 #8 D16 8' DELI HOT CASE {2) 38 39 D07 DELI SLICER 20 1 1.18 3.93 11.8 KW, 120/2a8/3 4p 41 D05 WRAPPER 20 1 0.96 3.93 42 43 D07 DELI SLICER 20 1 r.18 2.97 3' 30 #10 D53 DOUBLE ROTISSERIE (2) 44 45 D07 DELI SLICER 20 1 1.18 2.97 24.7A, 208/3 46 47 BAKERY RECEPTACLES 20 1 0.90 2.97 48 49 BAKERY FREEZER LIGHTING 20 1 0.34 D53 SHUNT --TRIP BREAKER 50 51 BAKERY FRZR. HEATERS (2) 20 1 0.6q 2.97 3' 30 #10 D53 DOUBLE ROTISSERIE (2) 52 53 SPARE 20 1 2.97 24.7A, 208/3 54 55 SPARE 20 1 2.97 56 57 SPARE 20 1 D53 SHUNT -TRIP BREAKER 58 59 SPARE 20 1SPACE -= 4 _� ._ . {„ • " 6D TOTAL 25.07 25.49 22.33 KVA PER NEC ARTICLE 220 209 212 186 AMPS TOTAL LOAD 72.88 KVA 202 AMPS FEEDER LOAD 51.24 KVA 142 AMPS ISSUE ISSUE BLOCK 1 01/23/02 E V. ¢#2 2 3 04/04/02 E V. 3 5117102 -REV # 4 E4.2 092801 11 /16/Oi PANELBOARD SCHEDULES j SHEET: ���" _ _ _ a —.— ,_ 1 -__ - �: - �_ t✓ _ _, -- - f� ;' f �_ I. v AIIN *0.00% -Ab OWAk A-V-B 0. W46> AM zu . Y& LtiTOIF bTAE2'��M�f�kS