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3001 Orlando Dr 99-2415 (a) New Construction
ZONE CONTRACTOR DATE - --N ADDRESS 1-.U. J CA-�- v ( L'I t PHONE#151��� LOCATION OWNER V,�1,0 C Tl� ADDRESS �✓� t `S PHONE # PLUMBING CONTRACTOR I ADDRESS PHONE # TRICAL CONTRACTOR 4 ADDRESS PHONE # MECHANICAL CONTRACTOR ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR ELEVATION REQUIREMENTS ARCHITECTURAL APPROVAL DATE: SUBDIVISION: PERMIT # qq-- LOT NO. JOB �� �/G�_ SECTION: COST $ SQUARE FEET: FEE $ MODEL: STATE NO. ' OCCUPANCY CLASS: 0622 IYl FEE $ FEE $ Za-O FEE $ INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT. EPI: CERTIFICATE OF OCCUPANCY ISSUED # DATE: _ FINAL DATE ` LOCATION MAP SITE AREA: 46.407.03 S.F. (1.07 AC) ZONE: GC -2 EXISTING USE: GAS STATION WITH C—STORE EXISTING PAVED AREA: EXISTING BUILDING AREA: 595.4 SF EXISTING OPEN SPACE: 10,189 SF (GREEN AREA) EXISTING PARKING NO.: • 12 SPACES PROPOSED USE: GAS STATION WITH C—STORE AND CAR WASH PROPOSED BUILDING AREA C—STORE: 2,824 SF CAR WASH: 816 SF TOTAL: 3,640 SF PROPOSED OPEN SPACE: 11,242.00 SF .(GREEN AREA) PROPOSED BUILDING HEIGHT: 20 FT (MAX.) PROPOSED PARKING NO.: 24 SPACES PROPOSED HANDICAP PARKING NO.: 1 SPACE SETBACKS FRONT: 25 LF SIDE: 10 LF REAR- 20 LF STRUCTURES TO BE DEMOUSHED EXISTING ATTENDANT: 386.8 SF EXISTING RESTROOMS: 208.6 SF TOTAL: 595.4 SF SITE DATA CCY'E• ❑ LIBC EDITION: ❑ BOCA EDITION' 0 SBCCI EDITION: 1997 El NEPA 101 FLORIDA ACCESSIBILITY CODE ST. JOHNS RNER WATER MANAGEMENT DISTRICT CONSTRUCTION TYPE: TYPE M. UNPROTECTED OC'C7 PANCY/ USE: GROUP 'M` AUTOIVAT1C SPRINKLER SYSTEM: YES ❑ / NO 0 CODE INFORMATION SALES AF£A s0ac ROOW TOI.ET ROOMS COOLER TOTAL GROSS 9AW— FOOTAGE S0. FT. I COMBINED DW-AXDOWN SO. Fr. 1716 S.F. 382 S.F. 78 S.F. 441 S.F. M® SPACE ANALYSIS, STRUCTURAL ENGINEER: HB ASSOCIATES, INC. 990 LEWIS DR. WINTER PARK, FL 32789 PHONE: (407) 740-5444 FAX: (407) 740=7900 CONTACT: HARRY BRUMLEY MECHANICAL ENGINEER: FlGUERAS do ASSOCIATES, INC. P.O. BOX 940633 MAITLAND, FL 32794-0633 PHONE: (407) 331-3045 FAX: (407) 331-0127 CONTACT: CECILE BERTOT ELECTRICAL ENGINEER: GRANT ENGINEERING 990 BENNETT AVENUE WINTER PARK, FLORIDA 32789 PHONE: (407) 629-2277 FAX: (407) 629-2253 CONTACT: GEORGE GRANT 2824 S.F, MECHANICAL DRAWINGS MI MECHANICAL PLAN M2 SCHEDULES AND DETAILS PLUMBING DRAWINGS P1 PLUMBING PLAN P2 RISERS AND SCHEDULE P3 DETAILS ELECTRICAL DRAWINGS E1 LIGHTING PLAN E2 POWER' PLAN E3 RISERS AND ELEVATIONS PLANS REVIEWED E4 PANELS CITY OF SANFORD E5 SPECIFICATIONS.. CARWASH CW—Al' FOUNDATION PLAN, ROOF PLAN, EXT. ELEVATIONS, DETAILS J O 0 N C> CW—A2 FLOOR PLAN, INTERIOR ELEVATIONS, DETAILS s-0ts DATE ` SHEET PROJECT TEAM DRAWING INDEX oF: 9855CS.DWG 3/15/99 ! , CONSTRUCTION DOCUMENTS MARCH 101. 1999 NOM lH1a �' WWW .z Z � o 03 THE SOUTH 67.0 FEET OF LOT 38, ALL OF LOT 39 AND THE NORTH 33.4 FEET OFOT 4 L 0 (LESS THE EAST 339.64 FEET OF EACH) OF PLAT DRU AMENDED / E OF D PARK, SANFORD, FLORIDA, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 7, PAGES 5 AND 6, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, LESS ROAD RIGHT OF WAYS, DESCRIBED ON EXHIBIT A , £YHIB/T A" a A PORTION OF LOT 38, AMENDED PLAT OF DRUID PARK , ACCORDING TO THE PLAT THEREOF AS , RECORDED IN PLAT BOOK 7 AT PAGES 5 & 6 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY FLORIDA, BE/NG MORE PARTICULARLY DESCRIBED AS FOLLOWS.- OLLOWS:COMMENCE COMMENCEAT THE N.E. CORNER OF SAID LOT 38; THENCE RUN N.8945'13"W„ ALONG THE NORTH LINE OF SAID LOT 38 FOR 339.64 FEET; THENCE RUN S.01'00'47"W., PARALLEL WITH THE EAST LINE OF SAID LOT 38 FOR 33, 00 FEET TO THE POINT OF BEGINNING ON THE SOUTH RIGHT OF WAY LINE' OF AIRPORT BOULEVARD THENCE CONT/NUE S.01'00'47"W., FOR 27.00 F£E7;• THENCE RUN N.69'45'13"W., PARALLEL WITH THE NORTH LINE OF SAID LOT 38 FOR 181.83 FEET TO A POINT OF CURVATURE,THENCE RUN SOUTHWESTERLY ALONG THE ARC OF A CIRCULAR CURVE CONCAVE TO , THE SOUTHEAST AND HAVING FOR ITS ELEMENTS A RAD/US OF 25.00 FEET AND A CENTRAL ANGLE OF 647274 7, FOR AN ARC D/STANCE OF 28.13 FEET TO A POINT OF TANGENCY ON THE £ASTERL Y RIGHT OF WAY LINE OF U.S. HIGHWAY ND. 17 & 92; THENCE RUN N.25'47`00"£., ALONG SAID RIGHT OF WAY LINE OF 45.68 FEET TO THE SOUTH RIGHT OF WAY LINE OF AIRPORT BOULEVARD, THENCE RUN 589'45'13"f., ALONG SAID RIGHT OF WAY LINE FOR 185.06 FEET TO THE POINT OF BEGINNING. f ° LEGAL DESCRIPTION W I' OWNER: ARCHITECTURAL HARBOUR PETROLEUM CORP. P.O. BOX 440' CS COVER SHEET/ INDEX/ INFORMATION ., MELBOURNE, FLORIDA 32902-0440 ARCHITECTURAL SITE PLAN CV � PHONE: (407) 724-0641 Al FLOOR PLAN FAX: (407) 728-1220 CONTACT: KEN WOODS A2 EQUIPMENT PLAN AND SCHEDULE ARCHITECT: A3 REFLECTED CEILING PLAN A4 INTERIOR ELEVATIONS A5 BUILDING SECTIONS HARTER — ADAMS PA 1370 GENE STREET A6 ROOF PLAN AND DETAILS U WINTER PARK, FL 32789 A7 DETAILS PHONE: (407) 647-5767 FAX: (407) 647-2062 A8 EXTERIOR ELEVATIONS CONTACT: TOM ADAMS SP1 SPECIFICATIONS z SP2 SPECIFICATIONS CML ENGINEER: W CPH ENGINEERS, INC. z P.O. BOX 2808 STRUCTURAL DRAWINGS V 500 WEST FULTON STREET SANFORD, FL 32772-2808 S1 FOUNDATION PLAN PHONE: (407) 322-6841 S2 ROOF FRAMING PLAN (407) 831-5717 53 DETAILS FAX: (407) 330-0639 AL CARPENTER S0. FT. I COMBINED DW-AXDOWN SO. Fr. 1716 S.F. 382 S.F. 78 S.F. 441 S.F. M® SPACE ANALYSIS, STRUCTURAL ENGINEER: HB ASSOCIATES, INC. 990 LEWIS DR. WINTER PARK, FL 32789 PHONE: (407) 740-5444 FAX: (407) 740=7900 CONTACT: HARRY BRUMLEY MECHANICAL ENGINEER: FlGUERAS do ASSOCIATES, INC. P.O. BOX 940633 MAITLAND, FL 32794-0633 PHONE: (407) 331-3045 FAX: (407) 331-0127 CONTACT: CECILE BERTOT ELECTRICAL ENGINEER: GRANT ENGINEERING 990 BENNETT AVENUE WINTER PARK, FLORIDA 32789 PHONE: (407) 629-2277 FAX: (407) 629-2253 CONTACT: GEORGE GRANT 2824 S.F, MECHANICAL DRAWINGS MI MECHANICAL PLAN M2 SCHEDULES AND DETAILS PLUMBING DRAWINGS P1 PLUMBING PLAN P2 RISERS AND SCHEDULE P3 DETAILS ELECTRICAL DRAWINGS E1 LIGHTING PLAN E2 POWER' PLAN E3 RISERS AND ELEVATIONS PLANS REVIEWED E4 PANELS CITY OF SANFORD E5 SPECIFICATIONS.. CARWASH CW—Al' FOUNDATION PLAN, ROOF PLAN, EXT. ELEVATIONS, DETAILS J O 0 N C> CW—A2 FLOOR PLAN, INTERIOR ELEVATIONS, DETAILS s-0ts DATE ` SHEET PROJECT TEAM DRAWING INDEX oF: 9855CS.DWG 3/15/99 ! , N0, MATERIAL MEGS, DESCRIPTION - CATALOGUE NO. N0. 2537 BLOSSOM WHITE — EGGS -:LL FNISH P1 PAINT PITTSBURGH —VERIFY COLOR WITH OWNER — RClC1M NAME FLOOR PAINT BASE. —VERIFY COLOR WITH OWNER — WALL.'. CEILING #A246—UPS PACIFIC SURF 8 x 8 T1 CERAMIC TILE ':SALES AREA 2" X 2" X 1/4' —COLOR SELECT_: Ey 0A'-_R— CERAMIC TILE, T 1, 12X 12 CERAMIC TILE COVE, -Ti GYP, B0./PTO. (P2) SUSPENDED ACOUS. TILE CROSSVILLE 1/8 GROUT JOINT TYPICAL U.0 "W T3 CERAMIC TILE CROSSVILLE - #A583 GL N" `,DSURF cRou T,'G1 COMPANION SQUARE" PREMIUM — 51973 T4 VINYL COMPOSITION TILE (VCT) ARMSTRONG ;' MONO WHITE 12" X 12" ARP NO. S -7-36T PRECISION k TILE, T1, 12X12 •. r CERAMIC TILE COVE. T GYP. BCERAMIC: D:%PTD.(P2) SUSPENDED ACOUS. TILE ROPPE NO. 0354-60 DESIGNER WtiITE GROUT,::.G1 • GROUT ' C.B.P. C1 CONCRETE SEALANT #387 CAFTANS BLUE ,. r FIBERGLASS REINFORCED . •, GLASBORD— PS SMOOTH FIBEPChSS PA:IELS 25.65 FRP P STIC FRP LA ( ) PSI SIZE (A FOR WALLS 4'—C'M x1C'-0" r. ) . FIISHESN 3 r: STOCKROOM VINYL COMPOSITION TILE, T4 RUBBER TOE FRP OVER GYP :: BD. SUSPENDED ACOUS. TILE .I GYP• BD. / PTD. (P2) MLN'S RESTR40M FIELD, .T2 8X8 � CERAMIC' TILE ACCENTS, T3, 3X3 CERAMIC TILE COVE, T1, 6X8 BORDER, T3, X54339 GYP. BD./PTD. (P2) GROUT, G 1 :' BULL NOSE, 3X3 TILE WAINSCOT, T2, 6X6 ACCENTS,' T3, 3X3 h I: -•FIELD, : WOMEN S RESTROOM _T2 8X8 •• CERAMIC T3, 3X3 CERAMIC TILE COVE, T1, 6X8 BORDER, T3, #54339 GYP. BD./PTD. (P2) GYP. BD. /PTD, (P2) ' ►'.„ :TILE ,ACCENTS, GROUT, G1 BUIL NOSE, -3X3 CERAMIC TILE WAINSCOT y �; ti., COOLERS CON RET C E' NONE BY OTHERS BY OT HERS Y b t, VESTOULE CERAMIC'TILE T1, 12X 12 CERAMIC TILE COVE, T1, 6X8 GYP. BD./PTD, '(P2) GYP. BD./PTD.' (P2) . , LLE w P. I`f K , V R00M FINISH` SCHED UL.E _2" I ,. N0, MATERIAL MEGS, DESCRIPTION - CATALOGUE NO. N0. 2537 BLOSSOM WHITE — EGGS -:LL FNISH P1 PAINT PITTSBURGH —VERIFY COLOR WITH OWNER — NO. 2537 BLOSSOM WHITE .— SES"—GLOSS P2 PAINT PITTSBURGH —VERIFY COLOR WITH OWNER — #A246—UPS PACIFIC SURF 8 x 8 T1 CERAMIC TILE CROSSVILLE 2" X 2" X 1/4' —COLOR SELECT_: Ey 0A'-_R— #583—UPS W N9SURF T2 CERAMIC TILE CROSSVILLE 1/8 GROUT JOINT TYPICAL U.0 "W T3 CERAMIC TILE CROSSVILLE - #A583 GL N" `,DSURF COMPANION SQUARE" PREMIUM — 51973 T4 VINYL COMPOSITION TILE (VCT) ARMSTRONG ;' MONO WHITE 12" X 12" ARP NO. S -7-36T PRECISION k PL1, PLASTIC LAMINATE NEVAMAR TEXTURED FINISH 81, RUBBER BASE ROPPE NO. 0354-60 DESIGNER WtiITE G1 GROUT ' C.B.P. C1 CONCRETE SEALANT #387 CAFTANS BLUE FIBERGLASS REINFORCED `KEMLITE GLASBORD— PS SMOOTH FIBEPChSS PA:IELS 25.65 FRP P STIC FRP LA ( ) PSI SIZE (A FOR WALLS 4'—C'M x1C'-0" r. ) . FIISHESN 3 „ x• . , EQUIPMENT PLAN 1 {; SCALE: l _ I'-0' EQUIPMENT LIST CHEVRON FOOD MART AT AIRPORT BLVD., SANFORD NO. QTY DESCRIPTION MANUFACTURER I MODEL # VOLT/AMP/PH WATER/WASTO SUPPLY1 INSTAL4 VENDOR NOTES PLUMBING FIXTURES P 1 2 WATER CLOSET. FLP. MTD. W/FLUSH VALVE AMERICAN STANDARD - - 1/2C 3W - GC - P2 3 LAVATORY, WALL HUNG W/CO CEALED ARM AMERICAN STANDARD - - 1/2C 1 1/2W - GC - P3 1 WATER FOUNTKN ELKAY EDFP-214-C - 3/8C 1 1/4W - GC - P4 1 3 COMP S.S. w/DRAj'.flOA ,0 EACH SIDE' UNIVERSAL 94-3-54-18RL - 1 /2CH 1 1/2W GC - P5 1 GARBAGE DISPOSL UNIVERSAL-MALLOY ULC 100 120/7.5/1 - - GC - REFRIGERATION EQUIPMENT R1 t RTU -i PACKAGE ROOFTOP L -:"T TRANE - - - - GC R2 1 RTU -2 PACK. -SE ROOFTC= L;*,,T TRANE - - - - GC - R3 1 WALK-IN COC*' ER/FREEZER - - - - - GC JEFFREYS CABINET CO. R3A 4 COOLER FREEZER COILS V,'r.HERMOSTAT - - - - - GC JEFFREYS CABINET CO.. R38 A COOLER/FREEZER CO":C;"r ";G UNITS (ROOF MTD.) - - - - - GC JEFFREYS CABINET CO. R4 15 COOLER/FREE-? MORS 30x75 STYLINE 20/20 G2 120/-/1 - - GC. JEFFREYS CABINET CO. TOILET ACCESSORIES - T1 2 TOILET TISSUE DSS' --SEP (2 ROLL) BRADLEY 5224 - - GC - T2 2 36x52x1 1/23 S.S. G.a.AB EARS BRADLEY 059 - - GC - T3 3 SOAP DISPE�rEZR BRADLEY 6561 -- GC T4, 2 ANGLED M W/ S.S. SHELF BRADLEY 7405 - - - GC _ T5 2 TOWEL DiS~` R W/WASTE RECPTACLE BRADLEY 234 - GC - T6 t FEMININE FY% "_"tE CISP :NSER r 98 .ANG 1 55A2 3 59 9 I DESCRIPTtO`t REMARKS E: • _ _ _ __ _ r S - r ,_ __. __ _ __ __, __,r.., ---.�.�,."_« ...-..,.,,..-•.,,- .-,- •,,,-;,...- .—..,..,_-+•...r........ -,7- .. .-....�,., , ...., t '� . - , r ,. ., ..- ., ,., - ..,..,. :'- ... .. - .. % % .. _ R- .: ,,, y, :. ,I i .; ", . ... ,— ,. .q. „ .. ;, : �. .. .. ,. I 1 ,' '.:a ;. , v WITH GLOBE A. SUPPLY t?EGtSTER ,. ,.. ": ., .. .. .. '... '. �. _ .. .,. S, 11 - .. , , ... .. r_ . r. , - t , t' :- .' , ,, , N: I .,.. -: I r e .. . „ .,. r j , -. , , ... ., ,. .. ,:.,: .: .. r:" .. 1 : ', ., I 10111 „ . .: ,.., ", :.. �.y .. ', i . j ,: , is - ". , :. ."i '. .. .. , , L 1 „ ,,: 1. . - ,,.,� �. - '., " ;, ; . .., '.... I. - ,i. ,. '. .. . . �\ .. _, „ . ,:. ,, :: .. .. .. .. 1. :, : ; ,,� , z l .. u,„ E .. • .. :. ,,•,. .. ,, ,. v'., , r .. .' 1. '' - . r„ , .'I 11 , „ r. .„ A ,• „.. ,.. • , ; L. , • T= - , .,, . , . ,:, ,,.. �., " . ., I 1. ,: .1. . - < . 1Y: r J . .�1 1. `<1" . . . , II . 1 , O .'. \ A. ". �, �I r. \',•' \ . \ ,,' \ \ ....,��. .�% ,:,-\\, � \` \ }....,.. : _ -- -- • iii 1 / , /1./ \ Ir'/ /J/f / ,,,,, //f `,% J `i I z; i �N . . / . �F A //*/ fi. 1. 1 .1 , , .. '" r . /ft, . ;' • J, :' :'. .1 .. . � i , . " I . 11 I., ',:;,Z,/ . -R' .r .•' ',L �, . -:, ':. , ::i, :. • FLUORESCENT .. - ... .... 1x4 RECESSED' 2 LAMP T-8 .. . . `': .. q . 1 A A �' . / 4 . I ,f ' - 4 . "� . .. " .: - .. . . I . . . i i i j ; ! 1 ` 1 I . A L .' A :... _-,. - ; ; I : ` 1 1 C .i ; I I . . � - - I � / \12,/ - / V/ / . A . . EMERGENCY LIGHT WITH BATTERY PACK . \.,/< / p A A A 11 . f a.1 I . I . .j Iri. ...,- . • - . :; . - I ; j . A j; C I ; t !. ' Y . A , q ,,, , . •.. .,' . _. .. , ... , :.: ;, ( METAL HALIDE . RECESSE0,. ,.. ;, .' .,, , .,' , S ( , 6 i. ;; - " , .. , I } I , , . .. I L.. ,.. .,, ,, . ,.;• , ... ;, , ,tr :r;::: -- — —----- ---- -- ----- --------..---------- ® ® ® I . F-1 QCT URIEEN II iIUZI V t .,�' ': 'I', ..lro 6r. ` , I ' ' .' , 1:�N p• r. :- ,. - LLQ ,.,/ \ I . ,: . I . . -,. . 1 • . ,1. . . REFLECTED CEILING P ISN , ,. ,. { ,. .' n . 0 i c..J i,.... ',.: , . 4 oc E. v�� . r -m' . ,; , ,. , :i , ... ,,. :. .:... _ . ;: . - - �. , e 4; 1 .t,N 1. . . . . ,. ''' I — " I � , .,. '" I I I - I . I 1 .. ;-'.i..' - .. »i ,...�. .,. ' .. r , -..,:.0. ,SYMBOL DESCRIPTION , r REMARKS SYMBOL DESCRIPTION REMARKS SYMBOL , , DESCRIPTtO`t REMARKS E: • , A ,. 'FLUORESCENT 2'x4' RECESSED'4.LAMP T-8 , . I G INCANDESCENT SURFACE MTD. . . . . WITH GLOBE SUPPLY t?EGtSTER S, 11 - , .' ''y , ', . - '., " ;, ; . FLUORESCENT 1x4 RECESSED.'2' LAMP T 8 . INCANDESCENT WALL MTD. ;;< EXTERIOR LIGHTING FIXTURE z RETU PEG STER r1. r�� ,. I . . I. F ',, C .FLUORESCENT 1'x4' RECESSED 1 LAMP T-8 . I i ��I . ' FLUORESCENT 2'x4' RECESSED 2 LAMP, T-8 EXKALrST FAN i �N . r . . . � -:, ':. ::i, :. • FLUORESCENT .. - ... .... 1x4 RECESSED' 2 LAMP T-8 .. . . `': .. • .. _ BATH LIGHTING FIXTURE . 1 EXIT LIGHT E .. . . ,., , r .. F' j :., - . ":.' .� . ,.. I COM ACT <FLUORESCENT .RECESSED F . EMERGENCY LIGHT WITH BATTERY PACK ,, '• p .I. . f a.1 I EB . . . !. ' Y . , ,,, , . •.. .,' . _. .. , ... , :.: ;, ( METAL HALIDE . RECESSE0,. ,.. ;, .' .,, , .,' , R R R ED FIXTURE. OUTD00 G ADE ECESS Fi U E , , , . .. I L.. ,.. .,, ,, . ,.;• , ... ;, :r;::: . I G LEE F-1 QCT URIEEN - L 0C D , . . - . I .,�' ': 'I', ..lro 6r. ` , I ' ' .' , 1:�N p• r. :- ,. - , m. ,: . T^ ,. c - -,. '. .. ,. .... ..4 ., .. ,. ,. { ,. .' n ;, i c..J i,.... ',.: , , , ,,. ,: :1.' ,. , ,v,,,.,., ..r.,. r. ,. , :i , ... ,,. :. ..-,. 'a , , �. . .,, .. , ..' -, .. ;-'.i..' - .. »i ,...�. .,. ,.. t,- ,'. .. r , -..,:.0. r 1. ALL CEILING HEIGHTS INDICATED ON PLANS ARE FROM TOP OF FINISH FLOOR TO UNDERSIDE OF FINISH CEILING U.O.N. 2. PROVIDE ADEOUATE CLEARANCES FOR FIXTURES, DUCTS, CEILINGS AND RELATED APPURTENANT ITEMS NECESSARY TO MAINTAIN THE SPECIFIED CEILING HEIGHT ABOVE THE FINISH FLOOR. 3, ARCHITECTURAL DRAWINGS DETERMINE. LOCATION OF LUMINAIRES, SEE ELECTRICAL - DRAWINGS FOR MORE SPECIFIC REQUIREMENTS • 4. ADDITIONAL HANGER AND SAFETY WIRES FOR UGHT FIXTURES, SPEAKERS AND AIR SUPPLY/RETURN DIFFUSERS (AS REQUIRED PER LOCAL CODES) TO BE THE RESPONSIBILITY OF THE CEILING SUB -CONTRACTOR, . 5, TYPICAL CEILING GRID SYSTEM SHALL BE AS FOLLOWS: 2' X 4' FINELINE GRID SYSTEM W/ ACOUS, .CEILING TILE. TEE PROFILE SIMILAR TO . - "USG. DONN FINELINE 1/4" REVEAL-, ACOUS. SUSPENSION SYSTEM" 6. MILLWORK UNITS SHOWN DASHED. 7. RE: MEP FOR HVAC DIFFUSERS AND ADDITIONAL CEILING FIXTURES ES REPORT ANY CONFLICTS WITH LIGHT FIXTURE LOCATIONS TO ARCHITECT PRIOR TO INSTALLATION OF ANY WORK IN THIS AREA P Y Y 8. SPEAKERS B OWNER, INSTALLED G.C. L VERIFY LOCATIONS W/'OWNER PRIOR TO INSTALLATION. . . SHEET NOTES . I- l 1.1, 31. I . 11 . . . . � I :, I . I � 1". I . I I I I , �.I I . . . � I .1 11 I . , I . I I �� I �l 1 11 , L — .� � '. : � ,:. I , 11 �1� ", . Y O F I. , , h - 9855A3.DWG . 1._3 1 . 5 99'`` ` 1 W S y W •Zy O wx J O r �0. a m � c� A MK NO a 46' CLEAR P C+^2 SPACE S ALL e=_ \ H = 00 I—All: AHED 14 Fair of CA E4 FCUWA'4 0 Al h 1 i I, W f ` _ Ty Hl x 1 W b y W •Zy O wx J ELEVATION - Interior Store Front SCALE: 3/8 • 'V.�• FZN ELEVATION - Check -Out Area ELEVATION Bevera e Counter LI ILf«.iLlvv 1 BREAK-OUT FEATURE BEVERIa E G4Uty r E R R 2'-10" EL +0'-0" WATER NEATER GRAPHIC5 PANEL ? N:r'!'�ATER HEATER SG'ALE- SI W -CJL,J IF W •Zy O wx J O �0. a m � c� A MK NO a 46' CLEAR P C+^2 SPACE S ALL e=_ \ H = 00 I—All: AHED 14 Fair of CA E4 FCUWA'4 0 Al cr- Q ? N:r'!'�ATER HEATER SG'ALE- SI l� 4.�ATER FOUNTAIN SALE: 3/8' = I'-0' ELEVATION - Cooler Wall SCALE: 3/8' = W -CJL,J IF W •Zy O wx J O �0. a m � c� A MK NO a 46' CLEAR P C+^2 SPACE S ALL e=_ \ H = 00 I—All: AHED 14 Fair of CA E4 FCUWA'4 0 Al cr- Q W M� Hl l� 4.�ATER FOUNTAIN SALE: 3/8' = I'-0' ELEVATION - Cooler Wall SCALE: 3/8' = W W -CJL,J IF W •Zy O wx J O �0. a m � c� H = 00 Z 0 Al cr- Q W W -CJL,J N 00 J O m � H = 00 Z 0 Al cr- Q W W a -CJL,J N 00 Q O UW i W Z U ELEVATION - CHECK -AUT AREA SCALE: 3/8' = 1'-0' 12° 60" DATE SHEET 0�ELEVATION - �ATHRM 12 ELEVATION - BATHRM SCALE: 3/8' 1'-0' SCALE: 3/8' = I'-0' OR 9855A4.DWG 3/15/99 W -CJL,J 00 UW H = 00 Z M M Al Q W M� 60" DATE SHEET 0�ELEVATION - �ATHRM 12 ELEVATION - BATHRM SCALE: 3/8' 1'-0' SCALE: 3/8' = I'-0' OR 9855A4.DWG 3/15/99 � .. .- . ,_.. . _. . . ,; , li :- . I . I. I ,, . , " I I . - I I p, .1. I . � I . . ,'; , , : : , I ,�: ;, . 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L., • ,.. u: .. ,. ., .. _.C. ;.. > -Jl ,. ,:. ..,, . , n 'll� .::. 1 .. . s :'. E§"ft"'T ":;i ,; i ii'' k 'l . ,.' ,. .i',',I . R , :'d . I „ � ., . ,< WW Q ; . C �j `T4 a, , 0 r E§"ft"'T ":;i ,; i ii'' k 'l . ,.' ,. .i',',I . R , :'d . I „ � ., •, _ .. - . - - - i r . . CONDITIONS .OF THE ,CONTRAC . ,M I 7 . 1 CONDITiON ` 03341: INSULATING CONCRETE ROOF SYMMS 07244. E nUMR FiSUI.ATION AND FINISH SYSTEM . 0.0 GENERAL S . . W : A.. THE GENERAL CONDITIONS�OF THE CONTRACT IS THE AMERICAN INSTITUTE"OF ARCHITECTS AIA DOCUMENTS A201 A..COMPLY' WiTH A. COMPLY WITH. D. HOLLO METAL DOORS AND PRESSED STEEL FRAMES. . GENERAL, CONDITIONS.OF THE CONTRACT FOR CONSTRUCTION, 1987 EDITION WHICH IS MADE A PART OF THE 1. ASTM AMERICAN SOCIETY FOR TESTING�MATERIALS 1. ETNA - EXTERIOR INISULAP91 MANUFACTURERS' ASSOCIATi91 .57 c c i INT P I .1 . CONTRACT DOCUMENTS WITH THE SAME FORCE `AND EFFECT AS THOUGH SET FORTH IN FULL AND SWALL APPLY TO ALL 2. FM FACTORY MUTUAL 2. ASTM C578 PPEFO�VED CELLULAR POLYSTYPEN THE -VAL INSULATION 1. ERIOR METAL R MED; EXTERIOR METAL ZINC COATED AND PRIMED; REINFORCE FOR HARDWARE. � . PORTIONS OF THE WORK. ' �' 3. UL- UNDERWRITERS' LABORATORIES 3. ASTM D2842- WATER ASSCPOTiOrt OF Ri9D CEUULAR PLASTICS 2. DOORS: FLUSH; SEAMLESS; EDGE JOINTS CONTINUOUSLY WELDED AND GROUND SMOOTH; NOT LESS THAN 18 . GAUGE. 4. ACI AMERICAN CONCRETE INSTITUTE AA C000606 ,. t l T Y P iFICA Y IR T AS `A NDITION F,THE CONTRACT TO OBTAIN THE NECESSARY B. EXTERIOR INSULAl1Ot1 AND . +SU SYSTEMS REFER TO EXTERIOR ASSEMBLIES COMPOSED OF•AN INNER LAYER OF 3. FRAMES: PRE -ASSEMBLED WELDED TYPE; CORNERS MITERED, CONTINUOUSLY WELDED, GROUND AND FINISHED • B.THE CONTRAC OR IS 'HEREB SEC LL DEC ED CO 0 NUMBER OF COPIES OF THE AIA DOCUMENT A201 TO ACQUAINT HIMSELF WITH THE ARTICLES CONTAINED THEREIN, B. AS MANUFACTURED BY ELASTIZELL CORP. OF AMERICA, OR EQUAL, RANGE 11 LIGHTWEIGHT INSULATING CONCRETE. BOARD INSULATION AND A!,I �Ct!Trp LAYER 0► aGLASS-FIBER-MESH-REINFORCED BASE COAT APPLIED DIRECTLY TO SMOOTH. GAUGE 16 GAUGE MINIMUM. C - " I P I -- - - L 4. LOUVERS: ROLL FORMED STEEL MA IA IN RT 'V' A WI " AND TO NOTIFY AND APPRISE ALL SUBCONTRACTORS 'AND ANY OTHER PARTIES TO THE CONTRACT OR INDIIADUALS OR 2 1/2 MINIMUM CONCRETE SLURRY MIXTURE OF PORTLAND CEMENT, WATER, AND ELASTIZELL OVER 4 THICK EPS BOARD INSULAl10t. A.10 .Lx. _O F•.OT£CT1VE Fl,1lSH COAT. THIS£ ASSEMBLIES ARE APPLIED TO SUPPORTING TER 1, VE ED BL OE, TH TAMPERPROOF FASTENERS. AGENCIES ENGAGED ON THE, WORK .AS TO ITS CONTENTS. INSULATION BOARD. EPS BOARD SHALL HAVE A MINIMUM OF SIX 3" -DIAMETER BOND HOLES FOR EACH 16 SQUARE SUBSTRATES OF CUiSTR'. ^T',Sr: I•,_ .� , 'r, 5. RUBBER SILENCERS: RESILIENT RUBBER. i '.` FEET OF BOARD. THE BOARD SHOULD BE HELD BACK 3" FROM THE. EDGE OF THE ROOF DECK. MODIFIED BITUMEN 6. GLAZING STOPS: ROLLED STEEL CHANNEL SHAPE, MITERED CORNERS; PREPARED FOR COUNTERSINK STYLE r * - . �, -" _ TMP RPR f ROOF MEMBRANE SECTION 07510 APPLIED OVER ROOF SYSTEM TO PROVIDE MiNIMUM .R -VALUE OF 20.11. C. SHOP DRAW,,NGS SH �+� A_. ' _r, A.,^, I ,STALLAPO;1 OF SYSTEM INCLUDING PLANS ELEVATIONS SECTIONS A E 00 SCREWS. . 0.02 SUPPLEMENTARY CONDITIONS ( ) : "` R I NTiN ACHY D TH C M INAl10N OF A NAILED BASE SHEET AND PERIMETER VENTING AT P .;c ►"r�;' '�',> ""r ^ " 7. PROVIDE RATED FRAMES WHERE REQUIRED. . P ESSURE REL EF VE GIS EVE BY E 4 B DETAILS OF COM O' Et�TS. LC _ ,. _ 'S A % CC�`�'1GURAT10ttS %,THIN SYSTEM AND BETWEEN SYSTEM AND 0 t. • ^ ♦rwrL9 C 7 'A.THE CONTRACTOR AND OWNER SHALL REVIEW''ARTICLE II INSURANCE 'WITH THEIR INSURANCE AGENTS THE EDGE FLASHING DETAIL. REFER TO ROOFING MANUFACTURER FOR PERIMETER DETAIL. CONSTRUCTION PENETRAT,'G IT, A_�D J st`_.. v -NTS TO CONSTRUCTION BEHIND SYSTEM.. AND OR LEGAL COUNSEL AND SHALL PROVIDE COVERAGE AS AGREED UPON BUT NOT FOR LESS THAN THAT REQUIRED BY E: INSTALL PLUMB, LEVEL AND FREE OF WARP, TWIST OR SHAKING. MAINTAIN ALIGNMENT WiTH ADJACENT WORK. � � / _ {. LAW, .. . C. COMPLY'WITH SYSTEM MANUFACTURERS CURRENT PUBLISHED INSTRUCTIONS FOR INSTALLATION OF SYSTEM AS D. SAMPLES: SUBMIT SAMPLES IN THE FOPS CF 2 -FOOT -SQUARE PA'rELS FOR EACH FiNISH, COLOR, AND TEXTURE r - Y APPLICABLE TO EACH TYPE OF SUBSTRATE INDICATED AND ENSURE PROPER DRAINAGE AS SHOWN ON DRAWINGS. SPEGFIED. INCORPORATE WITHIN EACH SAv �_c A TYryCAL CONTROL J01" T FILLED WITH SEALANT OF COLOR INDICATED 08410: ALUMINUM ENTRANCES AND STOREFRONTS M �y • B. UNLESS OTHERWISE .REQUIRED BY THE OWNER; SUBCONTRACTORS SHALL SUBMIT AN INSURANCE CERTIFICATE WITH A OR SELECTED. c° MINIMUM $500,000.00 BODILY INJURY AND PROPERTY DAMAGE INCLUDING STATE REQUIRED WORKERS''.. D. SUBMITTALS: PROVIDE INFORMATION, WHEN REQUIRED, FOR WIND UPLIFT RATINGS .FOR THE ATTACHMENT OF THE ROOF A. WORK INCLUDES : U] <c , COMPENSAl10N NAMING TH£ GENERAL CONTRACTOR A5' AN ADDITIONAL INSURED. MEMBRANE TO THE INSULATING CONCRETE ROOF SYSTEM. E. AS MANUFACTURED BY STO CORP., OR EOUA,"_, CC COAT STUCCO SYSTEM WITH 1" GALVANIZED STEEL WOVEN i•" ELECTRIC OPERATED DOOR EQUIPMENT CONTROL DEVICES AND HOUSING C>~ A r, WIRE MESH U�iRE FABRIC {M!'v. 20 GAS) ATTAC1xD Y'TH 110.8 SELF TAPPING SCREWS AT 8"OC, EPS BOARD WITH 2. ALUMINUM STOREFRONT AND GLAZING �'�1 w Q d' E. INSULATING CONCRETE SHOULD BE PLACED WHEN TEMPERATURES ARE AT LEAST 32 DEGREES F AND RISING. WHEN STAGGERED JOINTS, MINi!1U.1 3/8" BASE COAT STUCCO, AND FI"CISH COAT. PROVIDE MECHANICAL ANCHORS, 3. INSTALLATION OF PERIMETER SEALANTS SPECIFIED IN SECTION 07900 Z 3 . DIVISION ONE REQUIREMENTS BELOW FREEZING TEMPERATURES ARE ANTTGPATED, THE APPLICATOR SHALL TAKE SUITABLE PRECAU11ONS FOR THE SCREEDS, AND ACCESSCf?1ES THAT ARE COMPATIBLE WITH ONE ANOTHER AND APPROVED FOR USE BY THE SYSTEM 4. ALUMINUM WINDOW ASSEMBLIES � Z w �` INSTALLATION OF AN ACCEPTABLE DECK. THE ROOFING MEMBRANE APPLICATION MUST'BE COORDINATED WITH THE MANUFACTURER. 0 x `'' x R F TMT AV I PR N XP R T TH ATH R. . R F R N , IN Ti N R T 0 SY5 E 0 O D Ol0 G D OS E O WE E E N A TAN AR I LA NGC CEE 0 E E U £ B E CE OS D N � 1.01 SUMMARY OF V�DRK SU 0 c E S OS CLUDE: G, a 4 F. COMPLY WiTH SYSTEM MA'�U, ACTURER'S CURRENT PUBLISHED INSTRUCTIONS FOR INSTALLATION OF SYSTEM AS 1. NAAMM-METAL FINISHES MANUAL w . �'''� h,.��.,1 !'A.''WORK OF THIS CONTRACT COMPRISES CONSTRUCTION OF A ONE STORY CONVENIENCE STORE :AS SHOWN ON DRAWINGS 05500: FETAL FABRICATIONS APPLICABLE TO EACH TYPE OF SUBSTRATE INDICATED. 2. AAMA-METAL CURTAIN WALL, WINDOW, STOREFRONT, AND ENTRANCE GUIDE SPECIFICATIONS MANUAL A � ''AND.; SPEGFIED HEREIN. ,' , . .. 3. FGMA- GLAZING MANUAL Z H , A. REFERENCE APPLICABLE AISI AND ASTM STANDARDS, AND ALL BUILDING CODE REQUIREMENTS. G. DO NOT INSTALL SYSTEM YitiEtI PJ8!ENT OUTDOOR TEMPERATURES ARE 40 DEG F 4 DEG C AND FALLING UNLESS 4. ANSI A156.10- POWER OPERATED PEDESTRIAN DOORS � � z too . ' N R T RF RM TH c- a i , i �. ( ) _ ' 8. lT IS INTENDED 1THAT THESE SPECIFICATIONS AND DRAWINGS INCLUDE EVERYTHING ECESSA Y 0 PE 0 E TEMPORARY PROTECTION. A..., FEAT AFF PPO �-D TO MANTAIN AMBIENT TEMPERATURES ABOVE 40 DEG F (4 DEG 5. ANSI A156.19 POWER ASSIST AND LOW ENERGY POWER OPERATED DOORS In t ENTIRE WORK PROPERLY.:.EVERY ITEM NECESSARILY REQUIRED MAY NOT BE SPECIFICALLY MENTIONED OR SHOWN. B. SHOP DRAWINGS: .FOR ALL MISCELLANEOUS FRAMING, SUPPORTS AND FABRICATED ITEMS INDICATE 1N COMPLETE C DURING INSTALLATION GF VF -T MATERIALS ANO UN4TiL THEY HAVE DRIED THOROUGHLY AND BECOME WEATHER 6. ANSI A117.1- SPECIFICATIONS FOR MAKING BUILDINGS AND FACILITIES ACCESSIBLE TO AND USEABLE BY E_ I UNLESS EXPRESSLY STATED OTHERWISE, ALL SYSTEMS AND EQUIPMENT SHALL BE COMPLETE AND OPERABLE. DETAIL ALL INFORMATION REQUIRED FOR FABRICATION, FINISHING AND INSTALLATION OF THIS WORK, RESISTANT, BUT FOR It i ESS' TH!" 24 HGEMS r"''R INSTALL AT1ON. PHYSICALLY HANDICAPPED PEOPLE. ' W F,'w • . w co " G. TITLE AND HEADINGS JO DIVISION SECTIONS AND,PARAGRAPHS IN THESE CONTRACT DOCUMENTS ARE INTRODUCED C. SHOP PRIME COAT: SECTION 09900, PAINTING. 47510 BUILT-UP B�JS ROOFING ''" a r` ' FOR CONVENIENCE AND SHALL NOT BE TAKEN 'AS`.A CORRECT OR COMPLETE SEGREGATION OF THE SEVERAL UNITS OF STEEL. DOORS AND FRAMES (CONT.) U c R NSIBI ITY I R DIRECT R IMPLIED IS SSUMED BY THE ARCHITECT OR OWNER O. °FOR :THE FABRICATION OF ITEMS NMICH WiLL BE EXPOSED TO VIEW USE ONLY MATERIALS WHICH ARE SMOOTH AND -c=-.- ^.--'* � - Q MATERIALS AN0 LABOR..,,NO ESPO L ETRE . Q A A. SPECIFICATION G_.. -_._S T . . ,.Y Bf�T U: 81TUM,r10US P,OOFI,IG OVER NAILASLE INSULATING CONCRETE 04 w w ` FOR OMISSION OR DUPLICATIONS BY THE CONTRACTOR OR HIS SUBCONTRACTORS, DUE TO REAL OR ALLEGED ERROR IN , FREE 'OF BLEMISHES INCLUDING PITTING,`SEAM MARKS, ROLLER MARKS, ROLLER TRADE NAMES AND ROUGHNESS. ROOFING SYSTEM (SECT':N C• :5=1) � zz ARRANGEMENT OF THE CONTRACT DOCUMENTS 7. NEMA MG 1- MOTORS AND GENERATORS w o . , . . . E. WELDING. GRiND EXPOSED WELDS SMOOTH AND FLUSH TO MATCH AND BLEND WITH. ADJOINING SURFACES. B. COMPLY WITH: 8 NEPA 101 CODE FOR SAFETY TO LIFE FROM FIRE IN BUILDINGS AND STRUCTURES a = 2 - O RS AND SYSTEMS. . o . . UL I 0 R A L U N WIN W PRA . 9 3 5 ELECIR C D OR D APERY .G TE O VER A D 00 E TO 1.02 CONTRACtO USE OF PREMISES - 1. UL- UNDERWRiTEES LA= :F - .I:P __S r. F. FORM EXPOSED :WORK TRUE TO LINE AND LEVEL WITH ACCURATE ANGLES AND SURFACES ` AND STRAIGHT SHARP EDGES. 2. FM- FACTORY Mj T j L "� __ C. AUTOMATIC ENTRANCE DOOR EQUIPMENT SHALL BE ELECTRICALLY OPERATED WITH MOTION DETECTOR CONTROL % .." : 0M. GLAZING C N. PLACE ACOUSTI AL INSULATION FULL'HEI TIONS, TIGHT W THIN SPA ES,, AROUND CUT OPENINGS,, BEHIND 1. ACOJS CL (p� TS: RENCES: GHT IN "PARTI L. APPLICATION AND AROUND ELECTRICAL': AND MECHANICAL ITEMS, WITHIN OR,BEHIND PARTITIONS, '.,.AND TIGHT TO ITEMS PASSING 1. COUSTI-AL ppi:LS: SrJJARE-EOGE. SUITABLE FOR USE VITH 'CENMICITEE- CEILING GRID, -CIRRUS- -:1.,,FGMA LAZING `MANUAL.� 1. APPLY MATERIAL EVENLY, FREE FROM SAGS, RUNS, CRAWLS, HOLIDAYS OR 0 THROUGH �:PARTITIONS. EFECTS, BRUSH OUT SMOOTH, 'RTONE CEU o PANELS; 24' X 24' X 3/4' THICK; MINERAL FIBERBOARD 2. FGMA - GLAZING SEALING SYSTEMS MANUAL TRAVE �if, WITH WASHABLE WHITE VINYL LEAVING MINIMUM OF BRUSH MARKS. ENAMEL SHALL�,BE UNIFORMLY APPLIED WITHOUT BRUSH MARKS. EX FACTORY PAINTED FN -SH.; 0-25 FLAME SPREAD, MANUcACTURED BY ARMSTRONG WORLD INDUSTRIES, 2. TINT ALL PIGMENTED UNDERCOATS TO APPROXIMATELY SAME SHADE AS FINAL COAT. PERCEPTIBLY INCREASE TION T N �3. RELATED SEC (SEC 10 �08410) 1. PLKE��, ACOUSTICAL, SEALANT.. AT PERIMETER, OF ALL, PARTITIONS NOTED ON DRAWINGS TO BE SOUND WALLS. LATE INC. UNLESS OTHERWSE SCFEWLED ON THE DRAWINGS. THE DEPTH OF SHADE IN SUCCESSIVE COATS. GL M UFATURERS: INSTAL SELF�ADHESIVE'fom ACOk COUSTICAL CEILING AT PARTITION HEAD ASS AN PPG, LOF. ARMOUR, OR FORD 6LASS.- 0. isfic �GAtET WHERE CEILING TRACK ABUTS A' L 3. APPLY ADDITIONAL COATS MEN UNDERCOATS, STAINS OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF 'ACOUSTIC ABUf tXTERIOR WALL PANELS OR WINDOW'OULLIONS AND -ELSEWHEINOTED, PAINT, UNTIL PAINT FILM IS OF UNIFORM FINISH, COLOR AND APPEARANCE. GIVE SPECIAL ATTEN11ON TO S SYSTEMS IN ACCORDANCE WTH THE REQUIREMENTS OF THE SUSPENSION SYSTEM DESIGN J. INSTALL ACOUSTICAL CEtLING GLAS TEMPERED CLASS:, CLEAR, T TO:FS DD-G-1403,MND FT AND AND� WERE'ALL ARTITION& S:' HICKNESS SCHEDULED' GASKET TO'BE INSTALLED CENTERED ALONG PART11ION CENTERLINE. BUTT ALL JOINTS TIGHTLY., (DELETE Eq ENSURE THAT SURFACES, INCLUDING EDGES, CORNERS, CREVICES, WELDS, AND EXPOSED FASTENERS, RECEIVE A Ak COOOS06 AND WTH THE REFERENCED ST'NDPRDS. ANSI Z97.1." EXPOSED -'TONG MARKS SHALL NOT BE PERMITTED. ACOUSTICAL SEALANT IS SHOWN I. PIR _14��;EPS, SUPPORTS AND FASTENERS FOR LATERAL BRACING OF THE SUSPENSION DRY FILM THICKNESS EQUIVALENT TO THAT OF FLAT SURFACES., OVIDE SUPPLEMENTAL Jj ''I' BUTT'GLAZED PANELS- THICK, FACTORY, 0 AMFER D POLISHIEO.AT EXPOSED EDGES INCLUDING ED AN 4. PVA SEALER/PRIMER SHALL BE ROLLER APPLIED TO GYPSUM WALLBOARD. SPRAY APPLICA ON IS NOT SYSTEM IN ACCORDANCE W -�-i T-�-- REFERENCED STANDARDS. P� INSTALL FIRE ON THE DRAWINGS, AT BUTT,"JOI CUT PRIOR TO TEMPERING, TO TOLERANCES NECESSARY TO PROVIDE EVEN:JOINTS WITHIN _ I . I NTS. PROOFING'MATERIALS,� TRUIELABLE OR SPRAYABLE PROVIDE -AT. LOCATIONS SHOWN 2. INSTALL AFTER MAJOR A_FO'.�:-CEILING WORK IS COMPLETE- COORDINATE THE LOCATION OF HANGERS NTH ''PLUS OR MINUS 1/1 6". AND AT: LOCATIONS REQUIRED TO MAINTAIN FIRE RESISTIVE. RATING OF EXISTING STRUCTURE, 'OR OTHER WORK. ENSURE HA 'C�ERS Ali'D CARRYING CHANNELS ARE LOCATED TO ACCOMMODATE FITTINGS AND UNITS l,'GLASS PATTERNS..,, CLEAR'.GLASS, AS SHOWN ON THE'DRAWINGS.' PLACED AFTER THE INSTALLATION OF CEILING GRID. M. FINISH COATS: FINISH AS SCHEDULED ON DRAWINGS. OF EQUIPMENT WHICH APE TO 0. OLASS'FIGER REINFORCED GYPSUM MANUFACTURED BY CASTING DESIGN INC.. REPRESENTED BY PETE WX !R CONDITIONING DUCTS OR SIMILAR OBSTRUCTIONS ABOVE ACOUSTICAL 3. INTERFERENCE: YPEO� 1. STIPPLE ENAMEL FINISH: ROLL AND REDISTRIBUTE PAINT TO AN EVEN AND FINE TEXTURE, LEAVE NO i'D.''SEALANT: 'WORTH, TEXAS.'ACCESSORY MATERIALS AS RECOMMENDED BY THE '30N HANGERS, PROVIDE INDEPENDENT FRAMING BELOW OBSTRUC TO EVIDENCE OF,ROLLING SUCH AS LAPS, IRREGULARITY IN TEXTURE, SKID MARKS, OR OTHER SURFACE STRUCTURALSILICONE TYPE DESIGNED FOR GLAZING, MANUFCTURED, BY DOW OR G.E. PROVIDE, MITE MCCASKIL (817);551-7373 FT, -PE' COLINGS INTERFERE S�: TION 'AND BLACK AULOOR.'� ILING, MANUFACTURER. PANEL'UNITS' SHALL BE PREFABRICATED NTH HIGH DENSITY GYPSUM, REINFORCED WITH IMPERFECTIONS., SUPPORT THE CEILING AS A�i MJGATION UNDER THIS SECTION. CONTINUOUS CHOPPED STRAND FIBER REINFORCING NOT PER T 0. , LIN TS TO Co FILAMENT RANDOM GLASSFIBEk MAT� MI TE I 2. PIGMENTED (OPAQUE) FINISHES, COMPLETELY COVER TO PROVIDE AN OPAQUE, SMOOTH SURFACE OF 4. LIGHTING FIXTURES NOT EE SUPPORTED FROM OR ON MAIN RUNNERS OR CROSS RUNNERS IF WEIGHT OF ,t,,�SETTING BLOCKS: NEOP ENE, �7,0-90 DUROMETER, -,HARDNESS; 4" LONG''.X; 3/8" THICK X 1/4" HIGH. BE REINFORCED WITH STEEL�:OR WOOD. ALL UNITS MERE FLOATED JOINTS OCCUR TO BE TAPERED ALONG EDGES. 0 1 . , 4 1 1 1 I I I ,, . I . I , S N THE FIXTURE CAUSES Tr:-' TOTAL DEAD LOAD TO EXCEED THE DEFLECTION CAPABILITY. IN SUCH CASES. FIXTURE UNIFORM FINISH, COLOR AND COVERAGE. CLOUDINESS, SPOTTING, HOLIDAY , LAPS, BRUSH MARKS, RUNS, co) CQ EY SUPPLEMENTARY HANGERS LOCATED WITHIN 6" OF EACH CORNER, OR THE SAGS, ROPINESS OR OTHER SURFACE IMPERFEC11ONS WILL NOT BE ACCEPTABLE. MINIMUM SHELL THICKNESS 10 BE 1/4 INCH. DE T PAINT FINISH OVER ENTIRE PANEL ASSEMBLY, INSTALL S INDEPENDENTLY. 3. TRANSPARENT (CLEAR) FINISHES: USE MULTIPLE COATS TO PRODUCE GLASS -SMOOTH SURFACE FILM OF EVEN :F:IAHENEVER PO SIBLE. USE GLASS SETTING MATERIALS PROVIDED BY FRAE M PR6VI '' �LA FIXTURES SHALL BE 1 cq AT TOP AND BOTTOM OF.�BUTT "GLAZED PANELS'PROVIDE METAL CHANNELS, OF SIZE REQUIRED TO SUPPORT CLASS, LL SUPPORT FRAMING IS COMPLETED, REMOVE AND REPLACE MATERIAL MICH IS BROKEN, 1 5. INSTALL EDGE MOLD",^c AT INTERSECTION OF CEILING AND VERTICAL SURFACES, USING MAXIMUM LENGTHS, LUSTER. PROVIDE A FINISH FREE OF LAPS, CLOUDINESS, COLOR IRREGULARITY.- RUNS, BRUSH MARKS, ORANGE CHIPPED, STAINED OR OTHERWISE DAMAGED AND MICH DOES NOT MATCH ADJOINING WORK. LOCATION OF EACH AND AS DETAILED�'! PEEL, NAIL HOLES, OR OTHER'SURFACE IMPERFECTIONS. PANEL TO BE DETERMINED BY OWNER AND ARCHITECT AND APPROVED PRIOR TO INSTALLATION. STRAJGHT, TRUE TO LINt AND LEVEL. MITER CORNERS. 6. FIT ACOUSTIC UNITS IN PLACE, FREE FROM DAMAGED EDGES OR OTHER DEFECTS DETRIMENTAL TO APPEARANCE G iMARK CLASS AFTER INSTALLATION BY, CROSSED: STREAMERS ATTACHED TO FRAMING AND HELD'AWAY FROM CLASS; 00 7z_ N. FINISH ALL FOUR EDGES OF DOORS WITH THE SAME NUMBER AND KIND OF COATINGS AS SPECIFIED FOR THEIR MAIN MARKERS TO 51URFACE OF GLASS. 093011 'CERAMIC 11LE AND FUNCTION. LAY U5�CTIONALLY PATTERNED UNITS ONE WAY WITH PATTERN AS DIRECTED. FIT BORDER SURFACES. MERE OPENING INTO ROOMS HAVING DIFFERENT FINISHES, FINISH DOOR EDGES AS DIRECTED. UNITS NEATLY AGAINST APJTTING SURFACES. 7. INSTALL UNITS LEVC-L. IN Lr�r�FORM PLANE AND FREE FROM TWIST, WARP AND DENTS. MIRROR ATTACHMENT: INSTALL WHERE SHO H WN USING k REFERENCE SPECIFICATIONS AND STANDARDS: COMPLY WITH MANUFACTURERS RECOMMENDATIONS AND THE MIRROR ADHESI VE �'Wl TH A CONTINUOUS. MIRROR MOLDING AT 0. MECHANICAL AND ELECTRICAL WORK EXPOSED IN FINISHED AREAS: BOTTOM 'TO SUPPORT MIRRORS. FOLLOWING UNLESS OTHERWISE SPECIFIED IN THIS SECTION. IN CASE OF CONFLICT, COMPLY WITH THE MOST 1. INCLUDE THAT PORTION OF DUCTWORK OR PLENUM SPACES, THE INTERIOR OF MICH IS VISIBLE THROUGH THE PiT FILLER TO SEAL REVEAL IN SUSPENSION S TE 0 R T OF PARTI ON AT RMINA yj K. APPLY COMPRESS2:1 YS M VE OP TI S TH TE TE STRINGENT. �B N AGAINST ACOUSTICAL VE AN RED e4 � z L-�REMOVE NONPERMANENT LA ELS ANDlXCESS SEALA T IMMEDIATELY AFTER SEALANT CURES; CURE SEALANTS FOR 1. ANSI A108.1 INSTALLATION OF GLAZED WALL TILE, CERAMIC MOSAIC TILE, QUARRY TILE AND PAVER �HIGH EARLY STRENGTH, AND'DURABILITY. TILE WITH PORTLAND CEMENT MORTAR. NATE 1/2- BACK FROV FINIS PA-PTITION FACE AT EA DE OF PARTITION. 2. ALL OTHER MECHANICAL AND ELECTRICAL EQUIPMENT EXPOSED TO VIEW, SUCH AS CO RED D UNCOVE to 1. FILLER SHALL TERIR CH SI PIPING AND DUCTWORK, PUMPS, COMPRESSORS, AIR COND1110NING EQUIPMENT, TANKS, ETC., SHALL BE 2. AN% A108.5 - INSTALLATION OF CERAMIC TILE WITH DRY -SET PORTLAND CEMENT MORTAR OR LATEX- 09250: GYPSUM BOARD SYSTEMS PORTLAND CEMENT MORTAR. ALL EcE FREE FPOIJ DA -MAGE. FLAVS, BLEMISHES OR OTHER DEFECTS DETRIMENTAL TO PAINTED AS SPECIFIED HEREIN, WHERE NOT SUPPLIED FINISHED UNDER OTHER SECTIONS. L. THE FINISHED SURFACES S. k " 0 C 'D PATTERN. POSITION AND ALIGN ENT AND E UN FORM APPEARANCE; HAVE DTS A"D EYDO"A, ") IN M AINTED AND NOT SPECIFICALLY DESCRIBED HEREIN SHALL BE PAINTED co SH �`A, SKIM COAT APPLICATIONS AT ALL NEW G ES NOTED TO RECEIVE GLOSS OR SEMI -GLOSS 3. ANSI A118,4 SPECIFICATIONS FOR LATEX -PORTLAND CEMENT MORTAR. P. MISCELLANEOUS PAINTING: SURFACES TO BE P 4. ANSI A137,1 STANDARD SPECIFICATIONS FOR CERAMIC TILE. IN PLANE, COLOR, TEXTV;�-: A�; F�% PAINT.UNLESS OTHERWISE NOTED. : , NTH A PRODUCT SPECIFICALLY MANUFACTURED OR PREPARED FOR THE MATERIAL AND SURFACE; PRIME COAT AND TWO 5. TILE COUNCIL OF AMERICA (TCA) - HANDBOOK FOR CERAMIC TILE. FINISH COATS. E_ 09650- RESILIENT FLOr B. REFERENCE SPECIFICATIONS AND STANDARDS:., COMPLY WTH MANUFACTURER'S RECOMMENDATIONS AND THE B. INSTALLER'S OUALIFIC06NS: A FIRM WITH NOT LESS THAN FIVE YEARS EXPERIENCE IN T'HE SPECIFIED WORK. P4 FOLLOWING UNLESS OTHERWISE SPECIFIED IN THIS .SECTION. IN C I ASE OF CONFLICT, COMPLY WITH THE MOST -ACTURER'S RECOMMENDATIONS AND THE 0. PAINT FINISH SCHEDULE " 1�1 "t - COUPLY VAiri THE MAUF Z Z .:STRINGENT, A. REFERENCE SPECI'Ct - t�, S7,A% T, �_:7 LREFER TO DRAWINGS FOR REQUIRED SHEEN AND COLOR. REFERENCE, THEREIN TO A SPECIFIC MANUFACTURERS C. ALLOWABLE TOLERANCES' FOLLOWNG UNLESS 0 -=A':Z SPEG7--_0 IN' THIS SECTION. IN CASE OF CONFLICT, COMPLY WITH THE MOST 0 = 1, ASTM C645 - STANDARD SPECIFICATION FOR NON -LOAD BEARING STEEL STUDS, RUNNER AND RIGID PRODUCT, UNLESS OTHERWISE NOTED, IS FOR THE PURPOSE OF COLOR SELECTION ONLY. 1. MAKE CORNERS OF ALL TILE FLUSH AND LEVEL WITH CORNERS OF ADJACENT TILE. STRINGENT. �,�,ARRIN CHANNELS FOR,SCREW APPLICATION OF GYPSUM BOARD. 2, NUMBERS USED TO IDENTIFY PAINT INDICATES THE PAINT IN WHITE. SAME MATERIAL SHALL BE COLOR ERA' SPECIFICATION FOR SOLID VINYL TILE. 2� WHERE NOTED OR REQUIRED, SLOPE FLOORS TO DRAINS. l.FS SS -T-3128 TYPE FE-Zt ASTM C754 - STANDARD SPECIFICATION FOR INSTALLATION OF STEEL, , FRAMING MEMBERS TO RECEIVE IN 8' AS MEASURED SELECTED. VEL PLANE, 1/8 3. FOR FLAT SURFACES, THE MAXIMUM DEVIATION FROM TRUE PLUMB OR LE SCREW ATTACHED GYPSUM WALLBOA RD, BACKING BOARD, OR WATER-RESISTANT BACKING BOARD. S. 'ZED SAMPLES OF EACH FLOORING MATERIAL, COLOR AND PATTERN SELECTED; AND UNDER STRAIGHT EDGE PLACED AT ANY LOCATION ON SURFACE. B. SAMPLES: PROVIDE 12* , 3. ASTM C36 ;- STANDARD SPECIFICATION FOR�GYPSUM WALLBOARD. 12' LONG SAMPLES OF EAf_w 7*!7�L A.;D COLOR OF BASE AND* EDGE TRANSITION STRIPS. IN TERIOR 4 ASTM C630 - STANDARD SPECIFICATION FOR L WATER-RESISTANT GYPSUM BACKING BOARD.' D. SAMPLES. 12" SQUARE SAMPLE PANELS OF EACH TYPE OF TILE. STONE THRESHOLD AND GROUT, CLEARLY INDICATING .'A DARD SPECIFICATION FOR GYPSUM BACKING BOARD. 6. ASTM C665 STANDARD SPECIFICATION FOR MINERAL FIBER BLANKET THERMAL INSULATION FOR WOOD, PATTERN, COLORATION AND GROUTED JOINTS. C. ENSURE FLOOR SURFACES A.`� SMOOTH AND FLAT WTH MAXIMUM VARIATION OF 1/8- IN 10'. PREPARE FLOOR AS GYPSUM BOARD: (FW -FLAT) THESE FRAME AND LIGHT CONSTRUCTION' BUILDINGS..'. I ST COAT: PIGMENTED PVA SEALER 7. ASTM C840 STANDARD SPECIFICATION FOR APPLICATION AND FINISHING OF GYPSUM BOARD.: E. PRODUCT DATA: SUBMIT, MANUFACTURER'S LITERATURE FOR MORTAR AND GROUT SYSTEMS. DRY (MAXIMU14 7% MOISTURE CONTENT) AND EXHIBIT NEGATIVE ALKAUNITY, ECIFICATION FOR,�jblNT TREATMENT MATERIALS FOR GYPSUM 'WALLBOARD D. ENSURE CONCRETE FLOOPS AR 2ND COAT: FLAT WALL PAINT 8 ASTM C F. MASTER GRADE CERTIFICATES: SUBMIT FOR EACH LOT OF TILE BEFORE INSTALLING. CARBONIZATION OR DUSTING. CONSTRUCTION. -SEMI-GLOSS OR EE -EGGSHELL) GYPSUM BOARD: (SGE 9. ASTM El 19 - rIRE'TESTS OF BUILDING CONSTRUCTION MATERIALS. ,,Tlk2l�[ AT FLOORING INSTALLATION AREA FOR 48 HOUR PRIOR TO, E. MAINTAJN MINIMUM 70 DEGREES F A!R HV:;70, G. TILE: 10. GYPSUM ASSOCIATION RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF 'R ViSALLATION. 14AINTAIN A MINIMUM OF 55 DEGREES F THEREAFTER. I ST, COAT: PIGMENTED PVA SEALER GYPSUM BOARD, 1. CERAMIC FLOOR TILE, AND BASE: AS NOTED ON DRAWINGS AND ACCORDING TO ARCHITECT APPROVED DURING, AND FOR 48 HOURS AFTE 2ND COAT: PRIME UNDERCOATER SAMPLES. 1 1. PROVIDE FIRE RESISTANCE RATED ASSEMBLIES IDENTICAL TO THOSE INDICATED BY RC F. MATERIALS: 3RD COAT: ENAMEL -SHEEN AS NOTED ON DRAWINGS 2. TRIM PIECES: PROVIDE BULLNOSES, TRIM, AND OTHER SHAPES REQUIRED FOR COMPLETE AND FINISHED ATION "FIRE RESISTANCE DESIGN, MANUAL" CURRENT EDITION OR AS OTHERWISE APPROVED INSTALLATION. 1. SOLID VINYL TILE- I y 0 10' THICK. MANUFACTURER /P AT TERN /COLOR: OR AS SCHEDULED AND IN BY THE AUTHORITIES HAVING JURISDICTION. CONFORMANCE WITH, A-PPROVED SAMPLES. -SEMI-GLOSS AND EE -EGGSHELL) WOOD: (SCE RESILIENT MOLDINGS FOR TRANSITION BEN!:EN RESILIENT FLOORING AND 2. EDGE TRANSIT -Cr, H. SETTING BED FOR ALL CERAMIC TILE WALLS AND FLOORS: THINSET SETTING BED, CONSISTING OF LATEX -PORTLAND .:";C ALLOWABLE TOLERANCES: CONCRETE, CERA"'J'C -E. ETC. (REDUCER TYPE), MANUFACTURED BY JOHNSONITE, COLORS AS SELECTED Y 1ST COAT: UNDERCOATER CEILING SUPPORT SYSTEM SHALL LIMIT DEFLECTION OF THE FINISHED'CEILING TO LESS THAN 1/360 OF SPAN. CEMENT MORTAR, WITH TROWEL ON WATERPROOF MEMBRANE. NAMEL-SHEEN AS NOTED ON DRAWINGS ARCHI TECT. 2. FOR FLAT SURFACES, THE MAXIMUM DEVIATION FROM TRUE PLUMB OR LEVEL PLANE 3. S 1/8- IN �10' AS -IJ')(ED LATEX, ARMSTRONG S-180 LATEX UNDERLAYMENT, UB -FLOOR nLLEF ;:'Z- IXED WITH WATER TO J. GROUT FOR ALL CERAMIC TILE FLOORS: SANDED WATER-RESISTANT LATEX -PORTLAND CEMENT. MEASURED UNDER. STRAIGHT EDGE PLACED AT ANY LOCATION ON SURFACE. PRODUCE CEMENTITIOUS PASTE. 1. COLOR: AS INDICATED ON DRAWINGS AND IN CONFORMANCE WITH ARCHITECT APPROVED SAMPLES. WOOD: (T) (TRANSPARENT FINISH) 'D,; PRODUCT DATA:'��, SUBMIT MANUFACTURER'S TECHNICAL INFORMATION FOR MATERIALS TO BE USED AND INSTALLATION 4. PRIMERS AND ADHESIVES: WATERPROOF, OF TYPES RECOMMENDED BY RESILIENT FLOORING MANUFACT . URER MIT COLOR SAMPLES FOR ARCHITECT'S SELECTION. .1 COAT: WOOD STAIN, IF REQUESTED FOR SPECIFIC MATERIAL. INSTRUCTIONS. 1 COAT: PASTE WOOD FILLER (AT OPEN GRAINS) IF REQUESTED (o I COAT: -FLOOR DIRT, GREASE, RIDGES AND BUMPS. 6 G. REMOVE SUB SANDING SEALER L. PRIOR TO INSTALLING TILE, ENSURE WALL SURFACES ARE PLUMB AND FLOOR SURFACES ARE LEVEL OR PROPERLY SLOPED E. FRAMING MATERIALS: TO DRAIN. TWO FINISH COATS: LACQUER co -FORMED ELECTR&- GALVANIZED STEEL SHEET SIZE AS i, 1. STUDS. SCRFW--7TYPE, PUNCHED CEE-SHAPED ROLL H. CLEAN FLOOR AND FILL LOW SPOTS, CRACKS, JOINTS, HOLES AND ONER DEFECTS WITH SUB -FLOOR FILLER; APPLY, NOTED ON THE D RAWINGS, BUT IN NO CASE. SMALLER THAN. THE MANUFACTURERS REQUIREMENTS FOR THE JOB TROWEL AND FLOAT FILLER TO LEAVE SMOOTH, FLAT HARD SURFACE. APPLY FILLER TO 1/8- MAXIMUM THICKNESS AND (GE -GLOSS) CONDITION.' M. FOR CERAMIC TILE, CLEAN FLOOR AND FILL LOW SPOTS, CRACKS, JOINTS, HOLES AND OTHER DEFECTS WITH SETTING BED ALLOW TO CURE PRIOR TO APPLIATIC."t' OF SUCCEEDING LAYERS. DO NOT INSTALL LATEX TYPE FILLER IN EXCESS OF '2. RUNNERS: MATCHING STUDS. APPLY, TROWEL AND FLOAT FILLER- TO LEAVE SMOOTH, FLAT HARD SURFACE. PROHIBIT TRAFFIC UNTIL FILLER IS MATERIAL, IST COAT: 3/8- TOTAL THICKNESS. PROHIBIT TRAFFIC UNTIL FILLER IS CURED. CURED. , STIFFENERS: 3/4* CR STEEL WEIGHING NOT LESS THAN 300 LBS. PER 1,000 LF, RUST INHIBITIVE COATING. 4. FASTENERS AND ANCHORAGES: PER REFERENCED STANDARDS. FERROUS 15 RED OXIDE PRIMER a- 1. LAY FLOORING WITH JOINTS AND SEAMS PARALLEL TO BUILDING LINES TO PRODUCE MINIMUM NUMBER OF SEAMS IN 5. BACKING PLATES: MINIMUM 14 GAUGE X, 6" WIDE, APPLY OAT OF METAL PRIMER. N. INSTALLATION OF TILE AND THRESHOLDS: GALVANIZED 28 WHITE PRIME co SHEET MATERIAL AND SYMMETRICAL PATTERN IN TILES., INSTALL WITH PATTERN IN DIRECTION AS DESIGNATED BY ARCHITECI'S APPROVAL OF PROPOSED LAYOUT, TILE CUTS, MARGINS, ETC., 6. STANDARD GYPSUM BOARD: MAXIMUM PERMISSIBLE I FNGTHS, ENDS'SQUARE CUT, TAPERED EDGES, 5/8" 1. SECURE BEFORE PROCEEDING WITH ALUMINUM 14 CORRO PRIME AJRCHITECT. THICK UNLESS OTHERWISE NOTED. THE WORK. ENAMEL -SHEEN AS NOTED ON DRAWINGS 2. INSTALLATION METHODS: COMPLY WITH TCA INSTALLATION METHODS, EXCEPT MERE MORE STRINGENT �,';3. IRE RATED GYPSUM,BOARD:', TYP E X, UL',RATED� MAXIMUM PERMISSIBLE LENGTHS; ENDS SQUARE CUT, REQUIREMENTS ARE INDICATED, USING THE MATERIALS SPECIFIED. J. INSTALL WITH MINIMUM OF '1/2 FULL S17E TILE WDTH AT ROOM OR AREA PERIMETER TO PATTERN REQUIRED. TAPERED EDGES, 5/8" THICK UNLESS OTHERWISE NOTED. US: (SGE-SEMI-GLOSS AND EE -EGGSHELL) 3. FOR EXPANSION JOINTS COMPLY WITH TCA STANDARDS UNLESS OTHERWISE NOTED OR DETAILED. PROVIDE - 'BEADEX BlW OR'USG -DURASEAD.- _'OOR MERE ADJACENT FLOOR FINISH IS DISSIMILAR. LAY > EDGE TRIM: : L METAL BEAD, USG #200 'B'OR BEADEX B-4. EXPANSION JOINT AT FLOOR PERIMETER UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. K. TERMINATE RESILIENT FLOORING AT CENTEF-*tNE OF L IST COAT: 15 RED OXIDE PRIMER 4. FOR STONE THRESHOLDS, INSTALL BY METHOD SPECIFIED FOR ADJACENT TILE, FLOORING CONTINUOUS THROUGH DOCPS A�0 V,9ERE ADJACENT AREAS OR ROOMS HAVE SAME FINISH. z 10. GYPSUM BOARD JOINT TREATMENT: JOINt REINFORCING TAPE AND JOINT ADHESIVE SHALL BE THE GYPSUM 2ND COAT: 75 SINCO PRIME UNDERCOATER 5. COMPLETE INSTALLATION SHALL BE FREE OF BROKEN, DAMAGED, OR FAULTY TILE AND HAVE JOINTS THAT ARE WARD MANUFACTURER'S STANDARD PRODUCTS.' 3RD COAT: ENAMEL -SHEEN AS NOTED ON DRAWINGS L. INSTALL EDGE STRIPS AT UPROTECTED OR EXPOSED EDGES 'A�!ERE FLOORING TERMINATES. WATERTIGHT AND WITHOUT VOIDS, CRACKS, EXCESS MORTAR, SEALANT AND GROUT. SKIM COAT COMPOUNDS: USE USG READY:'MIXED JOINT COMPOUND ALL PURPOSE AT GYPSUM BOARD 1. 6. SEALANT: SEAL EXPANSION JOINTS AND INTERSECTION OF WALL TILE AND RIGID DISSIMILAR, MATERIALS WITH AND DURABOND JOINT COMPOUND AT CONCRETE SURFACES. FINISHED SURFACES SHALL BE FULLY BONDED TO THE SUBSTRATE: FREE FROM DAMAGE. FLAWS, OR. OTHER DEFECTS ANIZED: (SGE-SEMI-CLOSS AND EE -EGGSHELL) 12. CEMENTITIOUS SEAL: CEMENTITIOUS FIREPROOFING CONTAINING VERMICULITE, NO ASBESTOS FIBERS, SEALANT., CLEAN JOINTS FREE OF LOOSE MORTAR, DIRT, AND DEBRIS BEFORE APPLMNG SEALANT. NEATLY TOOL M.iH DETRIMENTAL TO APPEARANCE: HAW TIGHTLY FITTED JOINTS AND SEAMS BE UNIFORM IN PATTERN, SPACING, MARGIN SEALANTS TO SLIGHT CONCAVE SURFACE. COMPLY WITH REQUIREMENTS OF SECTION 07900. ONOKOTE" BY W.R.'GkACE. A.ND FINISH. IST COAT: MITE PRIME I13. ACOUSTICAL INSULATION: NOISE BARPIER:� FIBERGLASS BATT INSULATION, FRICTION FIT TYPE',WITHOUT INTEGRAL 2ND COAT: ENAMEL -SHEEN AS NOTED ON DRAWINGS VAPOR BARRIER MEMBRANE; WITH FLAME SPREAD OF 25 OR LESS'AND SMOKE DEVELOPED RATING OF 50 OR 0. CLEAN TILE AND ADJACENT SURFACE OF SETTING MATERIALS AND GROUT AS WORK PROGRESSES. REMOVE ALL STAIN F V"wj W"ft ROM L FACE OF, TILE$, N. DELIVER TWO PERCENT ADDITIONAL AMOUNT OF EACH TYPE AND COLOR OF FLOORING AND BASE, FOR MAINTENANCE LESS,, PLENUM RATED IF REQUIRED USE. R., CLEAN-UP: DURING PROGRESS OF WORK, REMOVE FROM SITE DISCARDED PAINT MATERIALS, RUBBISH, CANS AND 14. ACOUSTICAL SEALANT. ' TYPE, RECOMMENlIb FOR USE IN CONJUNCTION WITH GYPSUM BOARD. 0 RAGS AT END OF EACH WORK DAY. 15. ACOUSTICAL' FOAM' GASKET: SELF-ADHESIVE ONE SIDE, HIGHLY COMPRESSIBLE ACOUSTIC FOAM TAPE, 1- P. THE FINISHED SURFACES SHALL BE FREE FROM DAMAGE, FLAWS, BLEMISHES OR OTHER DEFECTS DETRIMENTAL TO APPEARANCE; HAVE OINTS IN PROPER POSITION AND ALIGNMENT AND BE, UNIFORM IN PLANE, COLOR AND FINISH. 099M. PAINTING 1. UPON COMPLETION OF PAINTING WORK, CLEAN PAINT -SPATTERED SURFACES. REMOVE SPATTERED PAINT BY �1/2* X 1/8% CONTINUOUS ROLL. > WASHING AND SCRAPING, USING CARE NOT TO SCRATCH OR OTHERWISE DAMAGE FINISHED L SURFACES. A. PAINT ALL SURFACES EXCEPT THOSE SHOP FINISHED. FACTORY FINISHED, OR NOTED P40T TO BE PAINTED. R ERECT METAL FRAMING IN ACCORDANCE WITH REFERENCED S 0951 0: ACWsnc& COLINGS _r 2. PROVIDE "WET PAINT" SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES. 1. DO NOT EXCEED MAXIMUM UNBRACED HEIGHT RECOMMENDED BY MANUFACTURER, ARDS: COMPLY WITH MANUFACTURER'S RECOMMENDATIONS AND THE B. COATS: THE NUMBER OF COATS SPECIFIED IS THE NUMBER ACCEPTABLE. IF FULL COVERAGE IS NOT 3. REMOVE TEMPORARY PROTECTIVE WRAPPINGS PROVIDED BY OTHERS FOR PROTECTION OF THEIR WORK, AFTER 2. ISOLATE STUD SYSTEM FROM TRANSFER OF, STRUCTURAL LOADING TO SYSTEM, BOTH HORIZONTALLY AND A. REFERENCE SPECIFICATIONS AND STAND COMPLETION OF PAINTING OPERATIONS. FOLLOWING UNLESS OTHERWSE SPECIFIED IN THIS SECTION. IN CASE OF CONFLICT, COMPLY WITH THE MOST OBTAINED WITH THE SPECIFIED NUMBER OF COATS, APPLY SUCH ADDITIONAL COATS AS ARE NECESSARY TO PRODUCE VERTICALLY.� PRO\4DE'SLIP OR CUSHIONED TYPE JOINTS TO ATTAIN LATERAL SUPPORT AND AVOID AXIAL LOADING. STRINGENT. THE REQUIRED FINISH, AT NO EXTRA COST TO THE OWNER. S. REPAIR: AT THE COMPLETION OF WORK OF OTHER TRADES, TOUCH UP AND RESTORE ALL DAMAGED OR DEFACED 1. ASTM C635 -STANDARD SPECIFICATION FOR METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY- 'GAUGES, :DEPTHS, AND SPACING SHOWN. MERE NOT SHOWN, PRO DE THE FOLLOWING: IG. STUDS. m C. EMPLOY COATS AND UNDERCOATS FOP LL TYI:"S OF FIN!SHES IN STRICT ACCORD WITH THE RECOMMENDATIONS OF THE PAINTED SURFACES. PROVIDE 25 GAUGE'STUDS AT 24",MAXIMUM CENTERS TYPICALLY, UNLESS OTHERWISE SHOWN, SPECIFIED OR IN -PANEL CEILINGS. METAL CEILING SUSPENSION SYSTEMS FOR _p 2. ASTM C636 -RECOMMENDED PRAC110E FOR INSTALLATION OF PAINT MANUFACTURER USED UNLESS OTH7 SPECIFIED IN THS SECTION. IN CASE OF CONFLICT, COMPLY WTti REQUIRED PER REFERENCE STANDARDS. T. LEAVE ON PREMISES, WHERE DIRECTED BY ARCHITECT, NOT LESS THAN ONE GALLON OF EACH COLOR OF EACH FINISH 2 * STUDS AT WALL � MOUNTED ITEMS: - INSTALL MINIMUM 16 GAUGE STUDS AT 16' MAXIMUM �CtNTERS AT WALL ACOUSTICAL TILE AND LAY -IN PANELS. THE MOST STRINGENT. USED., ;HUN 3. ASTM A641 -STANDARD SPECIFICATION FOR ZINC -COATED (GALVANIZED) CARBON STEEL WIRE. G AVATORIES, URINALS, GRA QMENT; IN ADDITION, L B BARS, WALL� HUNG CASEWORK, 4. LOCAL CODE, REQUIREMENt. D. SUBMIT COPIES OF.A COMPLET1 LIT 0� A�l MATERIALS. IDENTIFIED BY MANUFACTURER'S NAME AND PRODUCT LABEL PROVIDE 16 GAUGE STUDS WERE SHOWN ON DRAWINGS. 0",%. WALL COVMNGS CEILING AND INTERIOR SYSTEMS CONTRACTORS ASSOCIATION STANDARDS. OR STOCK NUMBER AND T-CFNICAL INFORMATION. 31' STUDS LAT CERAMIC, TILE: MINIMUM 20 *GAUGE STUDS AT 16" MAXIMUM CENTERS. 4 PROVIDE EXTRA STUDS AS REQUIRED TO MOUNT ELECTRICAL OR MECHANICAL CONTROLS'MERE SHOWN. INSURE A. ADHESIVE APPLIED FRP PANEL WALL COVERING AND INSTALLATION ACCESSORIES. B. THE WORK HEREUNDER SHALL BE PERFORMED BY A SINGLE ENTITY WITH UNIT RESPONSIBILITY FOR FIELD E. COLOR SAMPLES: STUDS WILL REMAIN PLUMB; CRIMP OR SCREW ATTACH TO RUNNERS'AS REQUIRED, .:, 1, FCP THE PROFECT. SAIJPLES OF EACH COLOR AND PAINT FINISH. 1. SUBMIT. USING MATERIALS 5. INSTALL STUDS PLUMB, SQUARE AND STRAIGHT, CUT STUDS 1/2'� SHORT AND SECURE TO TOP, TRACK IN A MANNER MEASUR EMENT, ENGINEERING, SUBMITTALS, FIELD INSTALLATION AND WARRANTY. B. REFERENCE STANDARDS AND SPECIFICATIONS. COMPLY WITH MANUFACTURERS RECOMMENDATIONS UNLESS -THAT ALLOWSfOR 2. SIZE: 8-1/2- X ll-. DEFLECTION :OF STRUCTUR& ABOVE, F"'SHES, PREPAPE SAIJ'�'LES ON SAME SPECIES AND QUALITY OF WOOD OTHERWISE NOTED IN THIS SECTION. IN CASE OF CONFLICTS, COMPLY WITH THE MOST STRINGENT. x le C. ALLOWABLE TOLERANCES: 3. FOR TRANSPARENT AN- SUPPORTING ALL SUPER -IMPOSED LOADS, WITH SCHEDULED. ��H. STIFFENERS: PRO�DE 3/4" 'COLD ROLLED CHANNELS; USE TWO R WS AT THIRD POINTS FOR STUDS WITH FINISH ONE 1. INSTALL CEILING SYSTEMS IN A MANNER CAPABLE OF 0 IN C.AS MANUFACTURED BY KEMLITE, OR APPROVED EQUAL, GLASBORD-PS PANELS OR WHEN REQUIRED BY LOCAL MAXIMUM,�PERMISSIBLE DEFLECTION OF 1/360 OF SPAN AND MAX M. M SURFACE DEVIATION OF 1/8 SIDE ONLY; ONE ROW AT MIDPOINT FOR STUDS WITH FINISH BOTH SIDES. SNAP INTO PUNCHED,WEB. OF EACH STUD, -X. ADHESIVE TYPE AS RECOMMENDED BY WALL COVERING 1 4 : , � , . F. STORE MATERIALS IN A CP _LL VENTILATED AEA. STORE CONTAINERS CLOSED. COMPLY WITH LEGAL BUILDING CODES, PANELS TO BE GLASBORD FIRE LAPS AND WIRE TIE. 2 MANUFACTURER TO SUIT APPLICATION. ADHESIVE SHALL CONTAIN A MILDEW INHIBITOR. PROVIDE REbUIRED ACCESSORY REQUIREMENTS. TRIMS AND EDGE MOLDINGS NECESSARY TO CLOSE PANELS", -HER WORK DOOR AND OPENING' FRAMING: 'INSTALL DOUBLE STUDS AT JAMBS AND EXTEND FROM FLOOR TO STRUCTURE ABOVE. D SHOP DRAWINGS:' CLEARLY INDICATE GRID LAYOUT AND ALL RELATED DIMENSIONING, JUNCTIONS WITH OT G. ENVIRONMENTAL .,SECURELY ATTACH TO'EACH OTHER, FLOOR AND HEAD. INSTALL RUNNER, AT HEAD (FOR JACK STUDS) AND SECURE TO OR CEILING FINISHES AND MECHANICAL AND ELECTRICAL ITEMS RELATED 'TO SYSTEM. 1. COMPLY WITH MANUFAC7:--c_'R'S F�M'_*PJENDATIONS FOR ENVRONMENTAL CONDITIONS UNDER MICH 10810: TOILET ACCESSORES JAMB STUDS, G SYS7VS CA�; re- APPLIED. TYPE OF CEILING SUSPENSION AND ACOUSTICAL UNIT. 2. 00 NOT APPLY FINISH I'll A��A-S *LIEP�: DUST IS BEING GD,IERATED. A. SUBMIT MANUFACTURER'S CATALOG CUTS AND DATA SHEETS, COMPLETE PARTS LIST, AND INSTALLATION� REQUIREMENTS REVISION J.- BLOCKING: INSTALL_:,METAL BACKING'PLATES,,FOR SUPPORT OF PLUMBING FIXTURES, TOILET:� ARTITIONS, WALL 3. INSU:Z[ ADEQUATE VENTILATICN ALL INTERIOR PAJINING. Y ITEM SPECIFIED. F. SUBMIT STRUCTURAL CALCULATIONS AND DETAILS AND TEST CERTIFICATIONS AS REQUIRED TO MEET PERFORMANCE CABINETS, TOILET ACCESSORIES, HANDRAILS. HARDWARE, MILLWORK CABINETRY, SHELVING, AND OTHER WALL 4. APP'_Y NO PAINT IN RAIN, 1`0� CP !J ST. OR MEN AMBIENT OR SURFACE TEMPERATURE IS BELOW 50 DEGREES STANDARDS STIPULATED BY AUTHORITIES HAVING JURISDICTION OR,UPON ARCHITE MOUNTED ITEMS CT'S, REQUEST B. ACCESSORIES SCHEDULED ON DRAWINGS ARE PRODUCTS OF BOBRICK WASHROOM EQUIPMENT, INC., OR EQUAL. H. PR07ECTIOP4: PROTECT FLO00S A."C AU ADJACENT SURFACES FROM PAINT SMEARS, SPATTERS, OVERSPRAY AND 'A K LATERALLY. BRACE SOFFITS AND PARTITIONS (NOT BRACED BY SUSPENDED CEILING SYSTEM) TO RESIST 5 PSF LATERAL G. DO NOT INSTALL ACOUSTICAL CEILINGS UNTIL BUILDING IS ENCLOSED, SUFFICIENT HEAT IS PROVIDED, DUST GENERATING C. MATERIALS: NS REIVI ElYED DROPP;N, USE DROP-CLOTIHS TO FLOORS. COVER FIXTURES AND NON -REMOVABLE HARDWARE NOT TO BE .,.,.LbAD AS: REQUIRED BY UBC. ACTIVITIES HAVE TERMINATED AND OVERHEAD MECHANICAL AND ELECTRICAL WORK IS COMPLETED; TESTED AND 1. STAINLESS STEEL: ASTM A167, TYPE 302/304, NO. 4 SATIN FINISH. PAINTED. MASK OFF AREAS 1,7CESS.RY. APPROVED. CCY OF .7 ;�, , . I I I 1 1 , 2. MOUNTING DEVICES: ASTMI A386, GALVANIZED STEEL. SAMFORD C 1. HAR-kRE: INSURE THAT F,':: IS PC -MOVED BEFORE PkNTING IS STARTED AND REPLACED ONLY MEN PAINT , EILING RAMING lNSTALLATION: H. SUSPENSION SYSTEW I.' SPACE'MAIN � CARRYING CHANNELS AND,HANGERS AT MAXIMUM 487: ON,CENITER, UNLESS OTHERWISE MoRt� -G-451C, POLISHED PLATE OR FLOAT CLASS RECOMMENDED FOR HIGH HUMIDITY USE, WITH 1. EXP SPENSION SYSTEM" CEILING GRID AS MANUFACTURED BY DONN TO 3. MIRRORS: FF DO INDICATED, AND NOT THAN 6* FROM PERIMETER WALLS.' OSED "CENTRICITEE NARROW SU FINISHES AR'E THOROUGHLY DRY. ACCOMMODATE SQUARE EDGE (SO) ACOUSTICAL PANELS IN 24`�, X 24" MODULE. UNLESS OTHERWISE SILVERED, METAL COVERED BACKS, STAINLESS STEEL FRAMES, MINIMUM 1/4" THICK. PROVIDE FIVE YEAR ��:2. � PLACE GYPSUM -BOARD'FURRING CHANNELS PERPENDICULAR TO ARRYING� CHANNELS 'AT 16"'ON CENTER FOR 'SCHEDULED ON THE DRAWINGS. J. FJATU-wA.'S: GUARANTEE, WR BOARD:AND 247.,:ON CENTERL FOR, ALL,OTHERS.- 2. HANGER WIRE: PROVIDE NOT LESS THAN 10 GAUGE'GALVANIZED, SOFT-ANNEALEb STEEL WIRE FOR,CEILING, 1. NECESSARY TO THE PAINTING AS'HEREIIN SPECIFIED AND LISTED BY MATERIAL NUMBERS 3 DUCT INTERFERENCE. WHERE WIDE. AIR CON JOB NO. DITIONING DUCTS ABOVE �GYPSUM: BOARD CEILINGS'114TERFERE OUALITY AND FUNCTION TAKEN MOM: -PIECE D CORNERS, LEAVING NO OPEN SYSTEMS PROVIDING LATERAL SUPPORT FOR'PARITIONS'AND NOT LESS THAN, 12 GAUGE FOR CEILING SYSTEMS N RDS FCF D. FABRICATE UNITS NTH SEAMLESS ONE WITH USPENSION: HANGERS,, PROVIDE INDEPENDENT FRAMING BELOW DUCTWORK TO SUPPORT'THE CEILING AS NOT]NTENDED TO LATERALLY SUPPORT PARTITIONS. 2. THAT CUSTOM COLCPS. likT.E.RALS, THE APPROVAL PROCESS AND OTHER LONG LEAD ITEMS ARE MADE MITERS. AN - OBLIGATION UNDER THIS SECTION, 3. COMPRESSION STRUTS ROBLIN BUILDING PRODUCTS SERIES CS OR DONN AVKILAaE AT A TIME AND Ill A THAT WILL NOT DELAY THE CONSTRUCTION SCHEDULE. LATERALLYL CORP'S SERIES VSA, bRACE.4ENPRE SUSPENSION'SYSTEM TO.MEET SEISMIC REQUIREMENTS, GALVANIZED -STEEL., GYPS E. REFER TO DETAILS FOR FABRICATION REQUIREMENTS AND SIZES OF MIRRORS. M INS LECTROGALVANIZED STEEL COMPONENTS WITH LOW -GLOSS 0(1194 AND PREPARE AND APPLY MATEPALS IN ACCORDANCE WITH'PAINT MANUFACTURER'S 4. PROTECTIVE COATINGS� AND FINISHES: PROVIDE E K COt TALU ORDANCE`WITH REFERENCED STANDARDS. UM BOARD IN ACC LOCKNG BACKING COATINGS AND FINISHES TO MATCH ACOUSTICAL 2PANELS AND IN CONFORMANCE WITH ARCHITECT APPROVED F. CHECK OPENINGS SCHEDULED TO RECEIVE UNITS FOR CORRECT DIMENSIONS, PLUMBNESS OF 8 I ERECT �SINGI_&-LAYER FIRE. RATED, GYPSOW BOARD VERTICALLY WITH EDGES AND, ENDS,OCCURRING OVER FIRM RECOJUE,0ATIONS, UNLESS 0, SPECIFIED, IN THIS SEC110N. IN CASE OF CONFLICT, COMPLY WITH THE MOST SAMPLE. THE FINISH SHALL BE ON AWEXPOSED PORTIONS OF GRID. AND PREPARATION THAT WOULD AFFECT INSTALLATION OF ACCESSORIES. STRINGENT. 8 H E E T BE ARING_� 5. MISCELLANEOUS ACCESSORIES: SPLINES, SADDLES, CLIPS, FASTENERS, AND OTHER ACCESSORIES; GALVANIZED PROVIDE AS REQUIRED TO COMPLETE THE:SUSPENSION SYSTEMS G. MOUNT SURFACE MOUNTED ACCESSORIES TO BACKING PLATES WITH MACHINE SCREWS, PLUMB AND ALIGN. 2 PLACE CORNER -BEADS AT'ETER�AL C6khE R S,, USE LONGEST PRACTICAL LENGTHS. SHEET STEEL� AND INSTALLATION OF LIGHTING 3. PLACE METAL, EDGE TRIM MERE :G*SOM BOARD TERMINATE5.:BUTTS DISSIMILAR MA''TERIALS,'AND AS 'AND HVAC ELEMENTS. INDICATED�ON DRAWINGS., PERATION. AFTER COMPLETION OF INSTAH ATION CLEAN AND POLISH ALL EXPOSED OPER 0 .4 FINISH GYPSUM BOARD JOINTS BEADS,:TRIM ETC,` IN ACCORDANCE- WITH REFERENCED STANDARDS TO 0 SURFACES. DELIVER KEYS AND INSTRUCTION SHEETS TO OWNER. H. ADJUST ACCESSORIES FOR PR s p PROD CE, -SURFACE :READY TO, RECEIVE fURTHER APPLIE U FINISH� :FEATHER COMPOUND COATSONTO ADJOINING END OF SPECIFICATIONS RFACES SO,:THAT','CAMBER IS MAXIM 0 F 13 z :.§855SP2.0WG 0 1P F 9 TI N PIW�wNhaL FOUNDATION SCHEDULE MARK SIZE DEPTH REINFORCEMENT T.O.F, UF2 2'-O' CONT. 1'-0" 2-#5 CONT. 4-4' TE 16 1'-4" CONT. 1'-4" 2-"5 CONT. 0'-0" F4 4'-0' SQUARE 1'-0" 5-#5 E.W. BOTTOM -1'-4' FLAN NOT S: I. REFER TO ARCH, PLAN FOR SIZE AND LOCATION OF MASONRY OPENINGS TYP. COLUMN SCNEDUL.E MARK SIZE VERT REINF OR CAP PL 4 BOLTS COLUMN 'd=s OR/ BASE PL E AB, F,:--- � CI 8"xl(o' (2) #(o VERT. #2 TIES C4 Te4x4xl/4 3/4" CAP PLATE W/ (4) ,4325 BOLTS 10"x10"x3-<' =_ATE W/ (4) 3/4'p'.=`= ` LCA. A.B. C---=_ (2) REINF'D GROUTED CELS - ` - IN EACH CELL GROUTED :,G_ .. PROVIDE 02 TIES e a" O.G. C1 STRUCTURAL DESIGN CRITERIA GOVERNING CODE5 AND SPECIFICATIONS I. Standard Building Code, 1997 Edition. 2. SpeciFications for Structural Steel Buildings, Allowable Stress Deslgn and Plastic Design, June 1, 1989. 3. Bullding Code Requirements for Concrete Masonry Structures, ACI 530-95. AA C000606 4. Bullding Code Requirements for Reinforced Concrete, ACI 318-89. g°'P_ (20- 5. Specification for the Deslgn of Cold -Formed Steel Structural Members, AISI, 1989. 6. Minimum Deslgn Loads for Builciings and Other Structures, A5CE 7-96. 7. Standard Specificatlons For Open Web Steel Joists, K-Serles, September I, 1994, VERTICAL DESIGN LOADS I. Roof Dead Load ............... _.................. ............................ ..... ................. 20 P5F 2. Roof Live Load ..20 PSF co 3. Wind Load: Baslc Pressure tCQ ` 100 MPP Reglon .............. ...._. _............................ ...-.....213 PSF Use coefficients from 580 Chapter � I LATERAL DESIGN LOADS W �, o� EXTERIOR VERTICAL 5URFACE5: l.. a 1. Wind Load: Basic Pressure a� CD 100 MPP Reglon.............. ........... ... _........._...................... ... 21.3 P5F Q, d Use coefficients from SBC Chapter 16. Q, A G4 GENERAL STRUCTURAL NOTES FOUNDATION H � I. Foundation design is based on an allowable soil bearing pressure of 2000 PSF and I U differential settlement of 12 Inch. W W m 2. FIII (if required) shall consist of non-organic sand with less than 10 percent passing the W 0200 sieve. FIII shall be place In 12 Inch lifts and compacted to a minimum of 9-5 U percent of the Modified Proctor maximum dry density (ASTM D1557> 3. Footings shall be excavated to their bearing elevations and the support soils compacted to rT,Z a a minimum of 95 percent of the Modified Proctor maximum dry density (ASTM D1557) F� W to a depth of 2 feet below footing bearing elevations. [� O p, 4. Contractor shall provide geotechnical engineering reports by a Florida Reg/stered l - Geotechnical Engineer confirming that the above assumptions are adequate for the selected building pad. If other or more stringent recommendations are made by the geotechnical reports notify the Structural Engineer of Record prior to construction. 5. Contractor shall provide complete reports, prepared by a Florida Registered Geotechnical Engineer, of all monitoring and testing performed to bring the foundation strata within conformance of design recommendatlons. Monitoring and testing shall be performed in accordance with the project specifications. 6. Provide 6 mil vapor barrier over compacted subgrade for slab on grade. Vapor barrier shall be lapped a minimum of 6 inches in direction of concrete pour. Care shall be exercised to prevent damage or rupture of barrier. Where columns, pipe conduit, etc. penetrate membrane, cut around projection and seal with joint tape, ' CONCRETE 1. All concrete work shall be accomplished in accordance with 'specifications for Structural Concrete for Bulldings', ACI 301-89. 2. All concrete shall have a specifled minimum compressive strength of 3,000 PSI at 28 days. 3. Concrete aggregate shall be 3/4' in accordance with ASTM C33, W Q 4. Submit mix design for review prior to concrete pour. MASONRY o m I. All concrete masonry work shall be In accordance with 'Specifications for Concrete r�<( Masonry Structures, ACI 530.1-95, W Q 2. Concrete masonry units shall be in accordance with ASTM C90, Grade N, Type 11 and LO Ir shall be of a type such that the cores line up vertically. 0: 3. Compressive strength of masonry assemblage shall be 1500 PSI minimum. 0 4. Masonry mortar shall be in accordance with ASTM 0270, Type S or M. Q LL 5. Grout For masonry work shall be in accordance with ASTM C476, Coarse Type, and 7 Q shall attain a compressive strength of 2,000 PSi at 26 days. L•• 6. Provlcie 9 gauge ladder type joint reinforcing at 16' on center vertically in all masonry W N construction. Lap joint reinforcement a minimum of 6' and discontinue at all wall joints. ""- (3) 0 7. Submit manufacturer's test data of masonry units and assemblage For review prior to Z LL construction.�-' Q 5. Provide cleanout at the base of all grouted W masonry cells. Clean masonry void to be W Q grouted of all debris and mortar protrusions. 9. Provide masonry precast lintel with minimum 8' bearing over all masonry openings. z REINFORCEMENT Q 1. Reinforcing steel shall be in accordance with ASTM A615, Grade 60. U _ 2. Masonry joint reinforcement shall be hot-dipgalvanized steel wire in accordance with A5TM 482. 3. Welded wire fabric shall be In accordance with ASTM 4185 and shall be placed in the upper 1/3 of the slab. STRUCTURAL STEEL 1. All structural shapes, except structural tubing, shall be in accordance with ASTM A36. 2. Structural tubing shall be in accordance with ASTM A500, Grade B. Z 3. Bolted connections, unless otherwise stated, shall be In accordance with ASTM A325X. 0 4. Anchor bolts shall be in accordance with ASTM 4307. 5. Headed studs shall be attached to plates such that the connection develops the full tensile > a strength of the stud. W 6. Welding shall be In accordance with AWS 01.1 with E70XX electrodes. _ 7. Submit structural steel shop cirawings for review prior to fabrication. U STEEL JOISTS 1, Deslgn of steel joists shall be In accordance with Standard Specifications for Open Web Steel Joist, K -Series. 2. The manufacturer shall design the roof joists and joists with exterior exposure to resist N the net uplift as specified on the plans. Allowable stresses may be Increased by 1/3 only 'T under the guldellnes of the A15C Specification Section A5.2. 3. The joist manufacturer shall be a member of the Steel Joist Institute. 0 X 11 COLD -FORMED STRUCTURAL STEEL 11 Q L n Z I . All cold -formed structural steel members (sheet metal studs) shall be of the type, size, gage� and spacing as shown on the structural and architectural plans, m 0 2. All cold -formed structural steel members shall be in accordance with ASTM A446 with Fy J 33 K51. S 3. Welding shall be in accordance with 4W5 01.3. 4. Prior to fabrication, submit engineered shop drawlne6, including bracing and connection details, to Structural Engineer for review. R E V 1 8 1 0 N MISCELLANEOUS 1. 3/22/99 MKU I. Contractor shall brace all construction against gravity, lateral and uplift loads until structure Is complete. 2. Coordinate structural work with architectural plans and all other trades. 3. All construction shall be In accordance with the Standard Building Code, 1997 Edition• S n CONNECTORS Oc�i������ i SQt poi I. All pre -fabricated, pre-en_elneered timber connectors are as specified within Simpson Strong -Tie catalog C-985. 2. Connectors shall be Installed in accordance with the instructions given In the above J O B N O. referenced ca t a log. HB 99-49 3. Alternate connectors may be allowed provided they equal or exceed the specific allowable loads given In the above referenced catalog. D A T E 3/10/99 8 H E E T MCI HB ASSOCIATES, INC. lIII I Itiill j STRUCTURAUCIVIL ENGINEERING cM tx%m DRIVE @w (1.07) 740-61,41, /9949-sl.dwg WwIER PARK, FLORIDA`�32789 FAX (407) 740 7000 1 O F 3 w I D IIS it V ROOF FFaAMoN(3 PLAN F'I_..AN NOTES I. PROVIDE 51 CONT, CAP E3EAt-1 1@ T.O. PARAPET 14'-8' TTP. E�R� -CAST 1. INT��.S 8x8 HICGH STRENGTH CONCRETE LINTEL MANUFACTURED BY CAST -CRETE OR BETTER W/ UNFILLED SAFE LOAD GREATER THAN OR EQUAL TO 250 PLF SG,4LE:1/4 u = I' -(d' 5EAI I 5CHEDULE 8' NOM. 0 El Ei 51NGLE COURSE 2DOUBLE' COURSE' z KNOCKOUT BLOCK KNOCKOUT BLOCK W11 15 CONT. Ul/4 05 CONT. GROUT BEAM SOLID GROUT E3EAM 5CLID E31 E32 STEEL JOIST 3-012 TEK5/ SPAN (TYP.) ALTERNATE: DATA TO 5Uf PATTERN DE 29(d"/FT. NOR 131 -al y SECTION S 2 SCALE: 114' =/'-O' 3(0' 2 S2 ROOF DECK NOTE Na' CDX PLYWOOD ATTACHED W/ "(o SCREWS Q 12' O.C. FIELD, (o' O.C. EDGE OVER PRE-ENGINEERED METAL TRUSSES 24` O.C. 51MP50N LTS 8 OR EQUAL AT EA. TRU55 TYP. W o z c AA C000606 0 o ; N C1) p o W o 0 _ M � � V1pq1 z O to P-4 a U J� w a W REQ'D IN PLAN c t0 Lo U = k CIA x CN U rwwn d' W0 �a o N � r� m LLJ 1 h O z v � MIN. 3 SPAN m xV T Lu w 1. 3/22/99 MKU PROVIDE 5/8'0 PUDDLE WELDS le 12' OANGLE/C PERIMETER 'X �S ��V�EV,�D O l7 n �� SANFORD a -r r r � r. r. x y SECTION S 2 SCALE: 114' =/'-O' 3(0' 2 S2 ROOF DECK NOTE Na' CDX PLYWOOD ATTACHED W/ "(o SCREWS Q 12' O.C. FIELD, (o' O.C. EDGE OVER PRE-ENGINEERED METAL TRUSSES 24` O.C. 51MP50N LTS 8 OR EQUAL AT EA. TRU55 TYP. TYPICAL WELD PATTERN FOR DECKING SCALE: -/4'=I' -m' JOB NO. HB 99-49 r, DATE 3/10/99 8 H E E T A ,! -: HB ASSOCIATES, INC. IOIIII I i I STRUCTURAL/CIVIL ENGINEERING `+ c, 990 LFWIS DRIVF (407) 740-50.4 /9949-a2.dwg WINTER PARK, FLORIDA 32789 FAX (407) 740-7900 2 0F 3 W o z c AA C000606 0 o ; C1) p o W o 0 _ M � w V1pq1 z O to P-4 a U w a W REQ'D IN PLAN c t0 Lo U = 8 x N U rwwn d' W0 �a o N � r� m LLJ 1 O z v TYPICAL WELD PATTERN FOR DECKING SCALE: -/4'=I' -m' JOB NO. HB 99-49 r, DATE 3/10/99 8 H E E T A ,! -: HB ASSOCIATES, INC. IOIIII I i I STRUCTURAL/CIVIL ENGINEERING `+ c, 990 LFWIS DRIVF (407) 740-50.4 /9949-a2.dwg WINTER PARK, FLORIDA 32789 FAX (407) 740-7900 2 0F 3 W o z J Om 0 C1) p o W o 0 > U QLL w Z Q 0 W 0)o Z �LL W '� z U Qcrj z _ REQ'D IN PLAN O U = 8 TYPICAL WELD PATTERN FOR DECKING SCALE: -/4'=I' -m' JOB NO. HB 99-49 r, DATE 3/10/99 8 H E E T A ,! -: HB ASSOCIATES, INC. IOIIII I i I STRUCTURAL/CIVIL ENGINEERING `+ c, 990 LFWIS DRIVF (407) 740-50.4 /9949-a2.dwg WINTER PARK, FLORIDA 32789 FAX (407) 740-7900 2 0F 3 z 0 > w U ROOF DECK AS REQ'D IN PLAN 8 N W cj J � Q N 5/8' 0 PUDDLE WELD 4/36' m LLJ SHEET EA. SUPPORT O z v � MIN. 3 SPAN m pmt REV1810N 1. 3/22/99 MKU PROVIDE 5/8'0 PUDDLE WELDS le 12' OANGLE/C PERIMETER PLA �S ��V�EV,�D � ��T� �� SANFORD TYPICAL WELD PATTERN FOR DECKING SCALE: -/4'=I' -m' JOB NO. HB 99-49 r, DATE 3/10/99 8 H E E T A ,! -: HB ASSOCIATES, INC. IOIIII I i I STRUCTURAL/CIVIL ENGINEERING `+ c, 990 LFWIS DRIVF (407) 740-50.4 /9949-a2.dwg WINTER PARK, FLORIDA 32789 FAX (407) 740-7900 2 0F 3 VERT. REINF. IN SOLID GROUTED ° CELL. REFER TO PLAN FOR SIZE AND SPACING DOWEL TO MATCH VERT. REINF. W/ 48' BAR AND LAP SPLICE PROVIDE CLEAN OUT AT EACH GROUTED CELL TOP OF SLAB SEE PLAN I III I i X w.. Z OIL TOP OF FTG. SEE PLAN 3' COVER PRE -MOLDED ISOLATION JOINT —I I 1 , 12 BAR DIA. HOOK BAR SIZE REFER TO FOUNDATION –" SCHED. FOR SIZE, DEPTH d REINF. S ECT10 SCALE: 3/4'=V-0' SINGLE COURSE BOND BEAM W/1-05 CONT. TYP. NOTE: SAWCUT BLOCK TO OoL T.O. PARAPET FIT OVER JOIST. SEE PLAN WELD DECK TO ANGLE- W/5/a' NGLE W/5/e' 0 PUDDLE WELDS CONT.2'3x3x1/4' AT 12' O.C. WELD TO EACH JOINT C ROOF DEK SEE PLAN f� 1/2X6 �C6 W/7 X5' HEADED STUDS JST. BRG. SEE PLAN MASONRY BEAM AS REO'D IN PLAN MASONRY REINF, Olt T.O_67EEL "T SEE PLAN MASONRY BEAM AS REO'D IN PLAN MASONRY COLUMN SEE PLAN FOR SIZE AND REINF BOTTOM CHORD BRIDGING STEEL JOIST s SECTION JC 3 SCALE: 3/4'm 1'-0* 5'xI(o'x3/4' PLT. W/ (o-3/4' LG. W.N.S. IN > CELLS SEE PLAN 2' DEEP IMPRESSION W/PLASTIC CONTROL JOINT STRIP a n Q �- 1/8" SAWCUT WITHIN 18 p �a HOURS OF POUR ` n a NOTE: PROVIDE SPACING OF JOINT AS CALLED FOR BY SPECS OR AS SHOWN ON PLANS BUT NOT TO EXCEED MAX. SPACING OF 25'-0' 2 SECTIOf S SCALE: 3/4' -l' -O' SINGLE COURSE BOND BEAM W/I-05 CONT. TYP. WELD DECK TO ANGLE T.O. PARAPET W/5/8' 0 PUDDLE WELDS SEE PLAN AT 6' O.G. ROOF MTL. DECK 1\ J5T. BRG. - `� SEE PLAN CONT.2�3x3x1/4 " MASONRI' BEAM x 5' LG.THOR. BRIDGING AS REO'D IN PLAN A.B. 2-0' O.G. STEEL JOIST SEE PLAN MASONRY REINF. L3x3xl/4' x 6' LG.' _ W/2-5/,3' D14-4.5. IN GROUTED CELLS ROOF SHEATHING SEE PLAN PRE-ENGINEERED MTL TRUSSES 6 24' O.C. SIMPSON TRUSS STRAP 4'x 18 GA. MT'L STUD — e 24' O.G. TYP. U.O,N, TRUSS BRG. 15'-0' A.FF, (o'x IS GA. MT'L STUD m 24' O.C. TYP JOIST BEARING 13'-4' AFF. 1/2' PLYWOOD SHEATHING W/ "6 SCREWS s 12' O.C. FIELD w 6' O.C. m EDGES s SECT101m S 3 SCALE: 3/4'= 1'-0' 12 5 / / iL Li +_ L3'x3'x1/4' CONT. ATTACH DECK TO ANGLE W/ 5/8' + DIA. PUDDLE WELDS e 12' �+ O.C. DECK SEE PLAN / .3/1& IV 2 '<\ JOIST L N SHEAR CONN. TE 5/16' (MIN.) 4-012 TEK SCREWS + + TYP. U.O.N. 1 T.O. STORE FRONT _+ }-} L2x2x3/16 WIND BRACE v 5 -0 O.C. 10'-10' A.F.F. s SECTION �S3 SCALE: 3/4'--1'-0' BEAM SEE PLAN L3x3x1/4' CONT. 14 GA. CLIP ANGLE W/4-.111 DIA P.A.F. d 4-012 TEK SCREWS AT EA. STUD (io SECTION S 3 SCALE: 3/4'=1'-O' G COL. t FTG. TS COL SEE PLAN f i im'xlm'x3i8' B:.S= P_4 7=_ W/ (4) 3/4' DIA x 12' LG...: C` 11/2' H.S. GROUT l TOP OF SLAB I SEE PLAN _ _ILI, XXX Z—F, II I I ; _ TOP OF FTG _ –_ SEE PLAN _ f REFER TO FOUNDATION S;_ I SCHED. FOR SIZE, DEPTH d REINF. -3 SECT10N T.O. PARAPET�� 14'-6' Y I I 6'xl8 GA. STUDS e 24' O.C. t ` L3'x3'x1/4' CONT...".: DECi< TO ANG:= _ `- � • _ �'� DIA. PUDDLE IW=_.".:c £ O.G. �--k T.O. STEEL 1UF ---EAM SEE L 2'x2 "x3/1o' F 5 O.C.TYP. _ 1_' GA. C^IP ANGLE Ll' ' DIA. A301 BOLTS AND I� _012 TEK SCREWS AT II EACH STUD 6'x 18 GA. MTL STUDS £ 24' O.C. -B.oKIG<ER Io' -o' _ T.O. WINDOW 7 SECTION 11 SECT10im�S �3 -:'x 18 GA. STUDS Q 24' O.C. ATTACHED W/4-012 TEK SCREWS AND 14 GA. CLIP ANGLE TYP. ROOF DECK SEE PLAN L4X4XI/4' CONT.WELD BOTTOM CHORD BRIDGING SEE PLAN STEEL JOIST SEE PLAN 4'x18 GA. STUDS e 2 4' O.C. 4-•12 TEK SCREWS 2' PLYWOOD SHEATHING / "6 SCREWS £ 12' O.C. IELD -6 (o' O.G. e EDGES x 18 GA. MT'L STUD 24' O.C. TYP. U.O.N. TACH TO T 4 TRACK 2-08 TEKS TYP. > GA. TRACK W/ 1/2' DIA. 321 BOLTS W/ 3'x3'x1/8' ASHER 9 24' O.C. )EC- < SEE PLAN :ONT. L3'x3'x1/4' WELD TO :ACH JOIST JOIST SEE PLAN J^:ST SEE PLAN r THICKENED EDGE SLAB SEE PLAN TOP OF SLAB SEE PLAN ` X `X X a _ Q o I- � �I� II ii�l � d _ ►- fL 3' COVER Q REFER TO FOUNDATION SIZE SCHED. FOR SIZE, DEPTH e REINF. S ECT10 S31 SCALE: 3/4'=I'-0' T.O. STEEL SEE PLAN 3/4' IE W/4-3/4'4, A325X BOLTS TS COLUMN SEE PLAN CANT, SEE PLAN q COL. ("_s SECTION A3 SCALE: 3/4'=V-0' ROOF TOP UNIT ROOF TOP AC ` CURB (I8 GA. M INJ\I OPNG D IM, z y IS GA. x 2' STRAP 6 24' D.C. TYP. – W/P.AF, PLAN DISC SHEAR L 3X3X3/16' W / CONT. CLOSURE _ ANGLE. U L4x4x3/8'x6'LG. w EA. CORNER OF ' OPNG, a: U N W co -i i o ,OJ NLL STL' JOIST Oxh (SEE PLAN) p-, pp Z L 4 x 4 x 1/4' L.L.V. AA C000606 TYPICAL 4 SIDES Oma O a� 0 M o �D V1 W� z �o cc cn t` u �a 0 W o • om VJ 00 - W o U �u_ z Q Q W 0)o i • ILL W '' z Q cf) Z o= L 3X3X3/16' W / CONT. CLOSURE _ ANGLE. U L4x4x3/8'x6'LG. w EA. CORNER OF ' OPNG, a: U N W co -i i o ,OJ NLL STL' JOIST Oxh (SEE PLAN) p-, pp Z L 4 x 4 x 1/4' L.L.V. cc O TYPICAL 4 SIDES Oma O NOTE: I. DETAIL SIM. FOR OPNG.'S BETWEEN BEAMS. 2. APPLIES TO ALL OPNG.'S WITH A DIM. GREATER THAN I'-0' AND LESS THAN 4'-6' 12 SECT101 37 SCALE: 3/4'-]'-0' J REVISION 1. 3/22/99. 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' ' O FALL _ .�0,5. DROP, DUCTS T BEEN 37.9 MCA,. 45 MOCP (@ ` 208V , 5. CLEARANCES: TOP - i2', CONDEt"_ - ZUb-'LJU 39)bU HZ F'UVVLK, I U. 1 Z JtLK, U.n J.r.- 2. REFER TO STRUCTURAL FOR EXACT LOCA 'iON OF UNITS. 9.0 • kW ELECTRIC STRIP HEATER. ' ' O FALL _ .�0,5. DROP, DUCTS T BEEN 37.9 MCA,. 45 MOCP (@ ` 208V , 5. CLEARANCES: TOP - i2', CONDEt"_ - EVAP FAN: 208-230/10 0 0.60 HP 5.3 FLA 11.1 LRA / , 68", FRONT - 60", BACK - 36". M w+ ' S.0 HP 18,6 RLA 118 -LRA COMP: 208-230/30,', 4. GOORD, WITH ELECTRICAL TO PROv� .w �v.-,� a.��..� CON D. FAN- 208--230/10, 0.40 ' HP 2.7 FLA 7.8 LRA ` / � HITHIN 25' OF EQUIPMENT. SUPPLY AND HIRE *�^c � . = ;-cR5 6F 5.� ELECTRICALTO 5U PL _ TRANS MODEL TCD060G3 OR EQUIVALENT.*NEEDED). MECHANICAL TO INSTALL SUPPLY WITH SMOKE. DETECTOR IN RA DUCT TO SHUT 6.' CONTRACTOR TO INSTALL UNIT IN A W Z:,A.%r✓r K �H ALL - DOWN UPON ACTIVATION, ON/OFF/AUTO T _ ,-STAT, 1 POINT MANUFACTURER'S RECOMMENDATIONS A*0 CLEARANCE REO 5. FI F(. " ('.OWN ANTI FA(-T�RY-FARRI(-ATFR RnOFCl1RR- I R4 E TYP; CIAL R3A FLU1 1N1- PLAN 3 56N -E: 1/4" = I' --O" - --- - .............. wa �. NOTE5: ' WATER iPIPE UNDER FLOOR 5HALL BE TYPE 'K' GOPPER WITHOUT JOINT5. n r: v i c l o" 5TORM AND 5ANITARY 5EWER LINE5 ABOVE FLOOR AND IN ENVIRONMENTAL PLENUMS 5HALL BE 5ERVIGE HEIGHT GA5T IRON (AN51 A.112.5.1) IPi-U ISI O FDTWZE SCHEDULE MARK ` ITL I MANIJFAGiUR. MODF1 N0. REMARKS WGI WATER CLOSET AMERICAN STANDARD "MADERA" El Ib WHITE VITREOU5 CHINA WITH A5TM D-2665-88 (FLOOR MNT'D) 5GHEDULE 40 PVG (NOTE 2) No. 3043.102 CI LURCH #i5OOC OPEN FRONT 50R 35 PLA5TIG PIPE A5TM D-2665-88 STORM 5EWER, IN51DE 5GHEDULE 40 PVG (NOTE 2) 51 AT L E% COVERSLOAN FLU5H VALVE #I II, 115TALL VALVE HANDLE +44" A.F.F. MAX t I N5TALL RIM AT 18° A.F.1= (HANDICAPPED MOUNTING) L -I LAVATORY AMERIGAN STANDARD "LUCERNE" WHITE VITREOU5 CHINA WITH 8' FAUGET (WALL HUNG) No. 0356.015 CEN ER5, 61-1I GA50 PA Y ET No. 408A-bb3 (20-1/4"x18-1/4") (5ELE GLO51NG) W/ LEVER HANDLE5. PROVIDE WALL HAN6ER AND MOUNT j AT 34" TO RIM ABOVE FINISH FLOOR 1 9JRN15H COMPLETE WITH 6RID 5TRAINER, , I CAST P -TRAP WITH" CLEANOUT AND L005E KEY ANOL'E 5TOP5. PULL WA5TE AND 5UPPLY LINE5 TIGHT TO WALL AND PROVIDE TRUE13RO #I05W i INSULATED COVERS ON ALL EXP05EP e LINES UR -I URINAL AMERICAN 5TANDARD PiHITE VITREOU5 CHINA WITH WALL (WALL HUNG) 1.0 HAN6t;R5, 51-OAN ROYAL #186-1 No. 6501.010 TOP 5R D FLU514 VALVE PF -I ELEGTRIG WATER COOLER ELKAY No. EDTA' -214-G NON-REFRI6ERATED, DRINKINC- FOUNTAIN i (WALL HUNG) LEAD FREE WATER 5YSTEM 55-1 SERVGE 51W FIAT No.M59-3624- MOLDED 5TONE MOP 51:-RVIGE (FLR. MOUNTED) AG01555ORI E5: BASIN (24"x24"AO") FURNI5H 830AA/832AA/ COMPLETE WITH WALL FAUCET 88qCG/833AA/ (W/VAC" BREAKER) H05E AND E77AA/1453BB H05E BRACKET", MOP HANGER, 13Uh7R GUARD AND FLAT 5.5. 5TRAIN32 FD -I FLOOR DRAIN JO5AM #3003 -AD -50 3" FLOOR DRAIN WITH TRAP AND DRAIN, 51RAINER AND V TRAP PRIMER INLET FFV -I FUNNEL FLOOR , 05AM #3003-7E3-50 3' FLOOR DRAIN WITH OVAL DRAIN FUNNEL, TRAP t DRAIN, 5TRAINE R AND A'<TRAP PRIMER INLET F5-1 FLOOR 51W J05AM #48023 WITH 3" TRAP 4 DRAIN, ALUM. INTERNAL DOME STRAINER i ANTI -TILTING SUPEf;TL.OW GRATE, POI�G)~LAIN ENAMELED FINISH AND . WITH'\" TRAP PRIMER INLET ON j P -TRAP HB -I H05E BIBS WOOPFORD - MODEL... 24 WALLHYDRANT WITH VAGWM BREAKER, 1 3/40, LOOSE TIS KEY OPERATING HANDLE,_ I USE 5TRA16HT EL84W IF REGUIRED. 5EE DETAIL, DWG P -I wa �. NOTE5: ' WATER iPIPE UNDER FLOOR 5HALL BE TYPE 'K' GOPPER WITHOUT JOINT5. n r: v i c l o" 5TORM AND 5ANITARY 5EWER LINE5 ABOVE FLOOR AND IN ENVIRONMENTAL PLENUMS 5HALL BE 5ERVIGE HEIGHT GA5T IRON (AN51 A.112.5.1) 5Y5TEM PIPE MATERIAL 5TANDARD WATER PIPE, OUT5IDE 5GHEDULE bO PVG A5TM 0-1785-88 WATER PIPE, IN51DE TYPE L COPPER (NOTE 1) A5TM B -P S SANITARY 5EWER, OUT5IDE 56HEDUI E 40 PVG A5TM D-2665-88 5ANITAR't' 5EHER, INSIDE 5GHEDULE 40 PVG (NOTE 2) IAPMO-15 q-80 5TORM 5EWER, OUT5IDE 50R 35 PLA5TIG PIPE A5TM D-2665-88 STORM 5EWER, IN51DE 5GHEDULE 40 PVG (NOTE 2) IAPMO-15 1-50 wa �. NOTE5: ' WATER iPIPE UNDER FLOOR 5HALL BE TYPE 'K' GOPPER WITHOUT JOINT5. n r: v i c l o" 5TORM AND 5ANITARY 5EWER LINE5 ABOVE FLOOR AND IN ENVIRONMENTAL PLENUMS 5HALL BE 5ERVIGE HEIGHT GA5T IRON (AN51 A.112.5.1) 51KK5 5K 1/2" 1/2" I -U2" i -I/2'• 1.0 6PF S© `.r- STORM DRAIN 5'"K=A.:CET - 05 GPM ® b0 P51 DR`lK `.5 FOUNTAIN MUST .BE SELF CLOSING SERVIGI SINK 55 I/2" I/2' 3" 2" 55F�11=LD MULATI4N MAY; BE HALF ROUND • GHEGK VALVE P a GA5 GOGK TEST COCK. VENT BEYOND6AL.VAN1ZEt7 SHdFL]? DRINKING FOUNTAIN DF -- . 1/2" 1-1/4" 1-1/4" INSULATIGN y.. - EACH WAY. }�IOiES: BACKFLOW PREVENTER .: L, BAG KFLOW 1'C2EVCNTER SHAI:L BE VALVE BOX IN VALVE TYPE INDICATED WATTS #qOq SERIE5 COMPLETE A5 GOLD KATEfR HA N&ER r co 5HOWN HERE. aIZE A5 SHOWN ON Y WATER GL051r'f (�L)Shf ALVE) WG - - 1-1/4" 4" 2" P LANS. co i . ,, :�• BACK FLOW PR.E1/LTLTOR SMALL BE , F GL�tT1I ro �TI~D: AND. � .r+� -7 _ - HOT HATER ` toM '>*3'. PIPE MMlS5ION. ` FULL. SIZE TO OUT5I0E OR r ;. INSULATION NAi�ESTLDOR DRAIN c . MNAL5 (F1_U5H VALVE) LR — 3/4" 2" " 1-1/2rA IRON SFfEE'i. — HOT WATER Rl~ TURN 5N! r - , r r 15AG �.. �F �U►TD� NG r No sGALE z ` Q NO SCALE t , FLOOR DRAINS FD ._ 3" I_I/2n D twiRi�T DRAIN r x , H05E BIBB5 H5 -- 3/4" --- — AD AUXILIARY DRAIN WALL HYDRA T5 Kq --- 3/4"(S) /4" CU GLEAN OUT IN FLOOR OR GRADE K^r: PROVIDE TRAP PRIMERS FR.17" �ENZF_5T COLD WATER LINE FOR EACH FLOOR DRAIN m'; �- WATER SAVER PERFORMANCE 5TANPARD FLI,!:— -AtiK HATER GLO�►.�= - Ib CPF P.11= ti'LYE WATER GLCJ�- . - I b 6PF 1.0 6PF L.AV.-.-�:ZIE5 - OS GPM s 60 P51 5'"K=A.:CET - 05 GPM ® b0 P51 DR`lK `.5 FOUNTAIN MUST .BE SELF CLOSING CA -n-= VALVE 5F_—EL V-_' Y FIXTURE -5 5" A5 EYEHA51iE5 AND HANDIGAfP`D� 5,eZ5 PRE EXEMPT. '-1f H05E BIBS ,UNION PIPE t (TYPIGAU r70 „GALVANIZED ` ' "' ,' GO- ION STRENGTH 'INSULATION ' wir n wn iviY IRON 51 TF TAT EACH MANOR POINT. GLOBI~ OR BALL VALVE Ago, 21 ZM0 f 55F�11=LD MULATI4N MAY; BE HALF ROUND GHEGK VALVE P a GA5 GOGK TEST COCK. BEYOND6AL.VAN1ZEt7 SHdFL]? P 5L)RE REDUGIN* VALVE INSULATIGN y.. - EACH WAY. }�IOiES: BACKFLOW PREVENTER .: L, BAG KFLOW 1'C2EVCNTER SHAI:L BE VALVE BOX IN VALVE TYPE INDICATED 5F_—EL V-_' Y FIXTURE -5 5" A5 EYEHA51iE5 AND HANDIGAfP`D� 5,eZ5 PRE EXEMPT. '-1f H05E BIBS ,UNION PIPE t (TYPIGAU r70 DISTRIBUTION UNIT — - FLOOR DRAINS. + ` (TYPICAL) (711'IGAL) U U U U I W H INSTANTANEOUS WATER HEATE12 :;7 , WH WALL HYDRANT Q% , „GALVANIZED ` ' "' ,' GO- ION STRENGTH 'INSULATION ' wir n wn iviY IRON 51 TF TAT EACH MANOR POINT. 5TRAINER WITH f 55F�11=LD MULATI4N MAY; BE HALF ROUND OR `FULL ROW, ANI7 �CfF. hiC? I1J,7 TEST COCK. BEYOND6AL.VAN1ZEt7 SHdFL]? INSULATIGN y.. - EACH WAY. }�IOiES: BACKFLOW PREVENTER .: L, BAG KFLOW 1'C2EVCNTER SHAI:L BE WATTS #qOq SERIE5 COMPLETE A5 HA N&ER 5HOWN HERE. aIZE A5 SHOWN ON Ito ROD P LANS. . ,, :�• BACK FLOW PR.E1/LTLTOR SMALL BE , F GL�tT1I ro �TI~D: AND. � .r+� -7 _ 5ATISFA WN Or TEXA5 HATER ` '>*3'. PIPE MMlS5ION. ` FULL. SIZE TO OUT5I0E OR r ;. INSULATION NAi�ESTLDOR DRAIN - . GALVANIZED UNI ,.,. GT GF4ANNEL g 6AL1/ANIZED IRON IRON SFfEE'i. , , , 5N! 'DETAIL , r r 15AG �.. �F �U►TD� NG r No sGALE NO SCALE t , , , r x , DISTRIBUTION UNIT — - FLOOR DRAINS. + ` (TYPICAL) (711'IGAL) U U U U I W H INSTANTANEOUS WATER HEATE12 :;7 , WH WALL HYDRANT Q% , OL -1 T AA C600606 I EMERGENCY 8c NIGHT LIGHT WIRING RE UIREMENTS: EM FMERGENCY. LIGHTING: FLUORESCENT FIXTURE WITH EMERGENCY BATTERY PACK. .. UNIT' WIRED FOR NORMAL & EMERGENCY OPERATION. WIRE co LAMPS TO SWITCHED CIRCUIT -AND BATTERY, PACK AND POWER SENSOR - TO UNSWITCHED CIRCUIT. o EM EMERGENCY - NIGHT LIGHT:_ V 1 FLUORESCENT FIXTURE WITH EMERGENCY BATTERY PACK. z NIL UNIT WIRED FOR NORMAL -EMERGENCY '& NIGHT LIGHT OPERATION. BATTERY PACK AND POWER SENSOR TO WIRE LAMPS - UNSWITCHED CIRCUIT, a a \W a LIGHTING NOTES: DUPLICATE CIRCUIT NUMBERS MAY BE SHOWN FOR 1 CLARITY. THE CONTRACTOR SHALL MERGE THE CIRCUITS U, IN JUNCTION BOX PRIOR TO ENTERING PANELBOARD. SPLICES 14 WITHIN THE PANELBOARD OR MULTIPLE CONDUCTORS UNDER [�] COMMON CIRCUIT BREAKER LUGS WILL NOT BE PERMITTED. ALL PENETRATIONS INTO COOLER BOX SHALL BE WITH APPROVED SEALS. n SURFACE MOUNTED EMT APPROVED FOR USE WITHIN COOLER UNITS. LIGHT SWITCH TO BE INSTALLED BY THE EQUIPMENT MANUFACTURER AND WIRED UP COMPLETE BY THIS CONTRACTOR. 1 0 DOOR LIGHTS AND HEATERS BY EQUIPMENT MANUFACTURER. THIS CONTRACTOR TO CONNECT UP COMPLETE. ® OCCUPANCY SENSOR OVERRIDE SWITCHES. SEE DETAIL THIS DRAWING. cc cr) o0 W � f,10 Z. d �` —EXTERIOR SIGN N' JUNCTION BOX (CONTACTOR CONTROLLED) 5E OCCUPANCY SENSORS W/ EMERGENCY OVERRIDE. SEE DETAIL THIS DRAWING. "EIEE INC. CONVENIENCE STORE LIGHTING FIXTURE SCHEDULE X, u vv IV v DVA �"" ✓' SECURE 70 * Z RESTROOM RESTROOM .. LIGHTING FIXT EXHAUST FAN LAMPS ,._... c ,. _ ✓" E JOIST _. STEEL f,.,.... . r,.,,r,...�.:..R, ,. t.,,:::. t (SWITCHED) (SWITCHED) QTY, • ,, L...,..,,.. , ,.:..t,. „.., w 1 2 : FLEXIBLE' 4 >, CONDUIT , 3 F32T8/741 32w . U ,._ 4 , ,. CONDI FT, T � NEUTRAL RECESSED _ T 6F . E 2 F32T8/741 32w . 120V G -. LONG. „ -1 120,VAC' 120. AC C LIGHTOLIER x _ .. � v � .rs sxx TO CONDUIT v w w Q GROUND 120V WHITE , C; P LIGHTOIJER – SW14ORSHPF 120 SO SYMF 48 / / / -.. RECESSED _ - .. E ;,' SUSPENDED +1 RE D 2 VDC WHITE , RECESSED W SYMMETRICA REFLECTOR' , FL ECT�ft LIGH N G TI _ CEILING FIXTURE - YELLOW SENSE -. 2 F32T8/741 32w - LIGHTOLIER ACK COMMON RECESSED E LIGHTOLIER T 110201/1126/120 OSPSIOA F13DBX/27K 13w 120V WHITE ,POWER PACK F LIGHTOLIER 1100HF/MH75/1126HR/120 „ 70ED17 70w 120V N I., O TEv GU H SSM AN BY EG'J P MFG 1 .. SET TIME OUT LOW ,VOLTAGE RES 0SC STANDARD SURFACE ''. W/GLOBE LIGHTING FIXTURE CIRCUITING IS SHOWN SCHEMATICALLY - PER OWNER/ (#18 AWG.) OCCUPANCY 1 I ON THE DRAWINGS FOR CLARITY:` CHEVRON'. SENSOR WALL.. bRK TYPE DI5IRIBU 0 T 2 71 N. 1 NOT USED REPRESENTATIVE RESTROOM :.:. ALL` RECESSED FIXTURES SHALL BE WIRED' FROM A — — — — — — — — — — - J LIGHTOLIER SCC240 120 SO JUNCTION`BOX,''AS SHOWN 'ABOVE,, INCLUDING FIXTURES " UTILITY,, OOM 120V �Y SHOWN .IN.CONTIN000S ROWS NO WIRING 'THRU FIXTURS.� , Eu t LIGHTALAR S AA1 1 AT CONTRAC70RS OPTION, SEVERAL FIXTURES, NOT TO �` SWITCH TO INCLUDE ENGRAVED PLASTIC TAG I'TO�READ,AS EXCEED FOUR :{4 , MAY BE WIRED 7O A COMMON ),; FOLLOWS: ;... JUNCTION` BOX.. –EMERGENCY ,OVERRIDE FOR RESTROOM LIGHTS ON/OFF SWITCW '� „. WALLBRKT W/POLYCARBONITE SHIELD .., Pri��'' • ;. TY –NORMAL, IS OFF (DOWN) IN UTILITY AREA LED 120V WHITE CEILING SURFACE ._ OCCUPANCY SENSOR DIAGRAM RAMItYF1nRI G D `A l�: t , NO SCALE NO SCALE I OL -1 T AA C600606 I EMERGENCY 8c NIGHT LIGHT WIRING RE UIREMENTS: EM FMERGENCY. LIGHTING: FLUORESCENT FIXTURE WITH EMERGENCY BATTERY PACK. .. UNIT' WIRED FOR NORMAL & EMERGENCY OPERATION. WIRE co LAMPS TO SWITCHED CIRCUIT -AND BATTERY, PACK AND POWER SENSOR - TO UNSWITCHED CIRCUIT. o EM EMERGENCY - NIGHT LIGHT:_ V 1 FLUORESCENT FIXTURE WITH EMERGENCY BATTERY PACK. z NIL UNIT WIRED FOR NORMAL -EMERGENCY '& NIGHT LIGHT OPERATION. BATTERY PACK AND POWER SENSOR TO WIRE LAMPS - UNSWITCHED CIRCUIT, a a \W a LIGHTING NOTES: DUPLICATE CIRCUIT NUMBERS MAY BE SHOWN FOR 1 CLARITY. THE CONTRACTOR SHALL MERGE THE CIRCUITS U, IN JUNCTION BOX PRIOR TO ENTERING PANELBOARD. SPLICES 14 WITHIN THE PANELBOARD OR MULTIPLE CONDUCTORS UNDER [�] COMMON CIRCUIT BREAKER LUGS WILL NOT BE PERMITTED. ALL PENETRATIONS INTO COOLER BOX SHALL BE WITH APPROVED SEALS. n SURFACE MOUNTED EMT APPROVED FOR USE WITHIN COOLER UNITS. LIGHT SWITCH TO BE INSTALLED BY THE EQUIPMENT MANUFACTURER AND WIRED UP COMPLETE BY THIS CONTRACTOR. 1 0 DOOR LIGHTS AND HEATERS BY EQUIPMENT MANUFACTURER. THIS CONTRACTOR TO CONNECT UP COMPLETE. ® OCCUPANCY SENSOR OVERRIDE SWITCHES. SEE DETAIL THIS DRAWING. cc cr) o0 W � f,10 Z. d �` —EXTERIOR SIGN N' JUNCTION BOX (CONTACTOR CONTROLLED) 5E OCCUPANCY SENSORS W/ EMERGENCY OVERRIDE. SEE DETAIL THIS DRAWING. "EIEE INC. CONVENIENCE STORE LIGHTING FIXTURE SCHEDULE �I' MANUFACTURER CATALOG N0. LAMPS VOLTAGE FINISH MOUN71NG REMARKS QTY, LYPE WATTS A LIGHTOLIER SPS2GFSVB332/120/S0 3 F32T8/741 32w 120V WHITE RECESSED B LIGHTOUER SflSi GFSVB232/120/50 2 F32T8/741 32w . 120V WHITE RECESSED C LIGHTOLIER SW1A04SHPF/120/SO/ASYF-48 1 F32T8/741 32w 120V WHITE RECESSED W/ASYMMETRICAL REFLECTOR C; P LIGHTOIJER – SW14ORSHPF 120 SO SYMF 48 / / / 1 F32 4 32w. T8 1 /7 120V` WHITE , RECESSED W SYMMETRICA REFLECTOR' , FL ECT�ft 4 D G LIGHTOLIER sps1FFSAVB232 120 SO / / 2 F32T8/741 32w 120V WHITE RECESSED E LIGHTOLIER T 110201/1126/120 2 F13DBX/27K 13w 120V WHITE RECESSED FRESNEL'LENS - - F LIGHTOLIER 1100HF/MH75/1126HR/120 1 70ED17 70w 120V WHITE RECESSED FRESNEL LENS ; GU H SSM AN BY EG'J P MFG 1 100A19 100w 120V STANDARD SURFACE ''. W/GLOBE N EXCELINE PCS72MAL-6 1 TOED 17 70w 1.20V BRONZE, O ZE WALL.. bRK TYPE DI5IRIBU 0 T 2 71 N. 1 NOT USED J LIGHTOLIER SCC240 120 SO 2 F32T8 741. 32w 120V WHITE SURFACE .DMRUNIT Eu t LIGHTALAR S AA1 1 11a0 LUMEN 11N0 .LAMP BATTERY PACK' ES LIGHTA ARMS CA–2 CPS 120V WHITE „. WALLBRKT W/POLYCARBONITE SHIELD .., X-1 LIGHTALARMS XLE1—W RW 12o LED 120V WHITE CEILING SURFACE ._ 1 '13(151PA b Jy- C ry t 1 V b' t ril {. P8 13 sj Jcr eox FOR 24v POWER o--- CONDUIT TURNED UP TOWARD OBSERVER SUPPLY. FLUSH SENSOR — AND SOLENOID VALVE. CONDUIT TURNED AWAY FROM 17 1/2'w x ITh 5 (1) TELEPHONE JACK 'NTH`±TEL CABLE TO TELEPHONE BACKBOARD O VIA - DATA do TELEPHONE JUNCTION BOX ®PANEL "M" —MECHANICAL AND REFRIGERATION PANEL O6 (1)1" -SPARE CONDUIT TO PANEL AREA O PANEL "G —GAS SYSTEMS PANEL � 14*w x 14'h .... ... .- �, "..� m TO CASHIEF 10 20'w x 20"h INSTAL PANELS ON STANDOFFS FROM WALL SO FRONT 0� PANEL IS 8" 0OF WALL TO CLEAR ' r %RE-W„YS BELOW. N ---C ARTICLE 110-16.15 10 13 VSAT DIU CONTROLLER E-+ al 777777777 10 WAYNE ELECTRONIC CENTRAL/ SITE CONTROLLER 12 DUPLEX ISOLATED GROUND RECEPTACLES MOUNTED IN CABINET 13 (1) 3/4 CONDUIT TO SHUNT TRIP,,CONTROL ' 11 DISPENSER DATA DISTRIBUTION BOX 14 (1) 1" CONDUIT TO P ANEL AREA FOR GEN. PURPOSE RECEPTACLES r, VSAT NETWORK BOX (1) 1" CONDUIT TO PANEL AREA FOR f.G.RECEPTACLES 14 EFT PRINTERco 15 NOT USED r CA8HIER , BILL s O MATERIAL 16 2 POSITION SELECTOR SWITCH (1)' 3' CONDUIT TO SITE CONTROLLER 10 DESCRIPTION ITEM SQ—D CAT. #BG111 OR EQUAL �../ Ul — PANEL ''0L" EXTERIOR LIGHTING PANEL C000606 17 O. (1) 3/4' CONDUIT TO .TELEPHONE 'BACKBOARD k it O PANEL "PA" — INTERIOR LIGHTING AND POWER PANEL • HEAD PUSH-BUTTON. SQ. -D CAT #KYK14 3 0 (1) 3/4' CONDUIT TO MANAGERS OFFICE ' (INTERCOM) . 4 (1) 3/4` CONDUIT TO PANEL AREA (SPARE) Q PANEL "PB" — INTERIOR LIGHTING AND POWER PANEL �. 17 1/2'w x ITh 5 (1) TELEPHONE JACK 'NTH`±TEL CABLE TO TELEPHONE BACKBOARD O VIA - DATA do TELEPHONE JUNCTION BOX ®PANEL "M" —MECHANICAL AND REFRIGERATION PANEL O6 (1)1" -SPARE CONDUIT TO PANEL AREA O PANEL "G —GAS SYSTEMS PANEL � 14*w x 14'h .... ... .- �, "..� m TO CASHIEF 10 20'w x 20"h INSTAL PANELS ON STANDOFFS FROM WALL SO FRONT 0� PANEL IS 8" 0OF WALL TO CLEAR ' r %RE-W„YS BELOW. N ---C ARTICLE 110-16.15 10 13 VSAT DIU CONTROLLER E-+ al 10 WAYNE ELECTRONIC CENTRAL/ SITE CONTROLLER 12 DUPLEX ISOLATED GROUND RECEPTACLES MOUNTED IN CABINET 13 (1) 3/4 CONDUIT TO SHUNT TRIP,,CONTROL ' 11 DISPENSER DATA DISTRIBUTION BOX 14 (1) 1" CONDUIT TO P ANEL AREA FOR GEN. PURPOSE RECEPTACLES 12 _ VSAT NETWORK BOX (1) 1" CONDUIT TO PANEL AREA FOR f.G.RECEPTACLES 14 EFT PRINTERco CURB FLOOR TANK MONITORING JUNCTION BOX (SEE NOTE 2) 25 1$ SAFE S_A�—OFF 19 NOT USED 20 INTERCOM TERMINAL BOX, 10"X10"X4" NEMA 1 ENCLOSURE, HOFFMAN #AIDNID-4 21 INTERCOM MAIN STATION well NOTES: POINT 8 1. THIS DETAIL PROVIDES ONLY A STARTER AND CONTACTOR CONTROL PANEL CCS DIAGRAMMATIC REPRESENTATION OF ELECTRICAL EQUIPMENT. THE ACTUAL �3 VEEDER ROOT # TLS --350 'Q FIELD MOUNTING ARRANGEMENT MAY VARY. CD Z THE TANK MONITOR SENSOR CABLES ARE ® LOTTO COUNTER TOP CC PART OF N INTRINSICALLY SAFE SYSTEM. GO NOT MIX THESE CABLES WITH ANY OTHER © INTRINSICALLY SAFE WIREWAY, P; V:—R OR DATA CABLES. 4"HX4"DX18" LONG. 3. SUPPLY EXACT NUMBER OF DEDICATED ISOLATED GROUND RECEPTACLES FOR LINE CONDITIONED © LOTTO DISPLAY N� EQUIPMENT. NO UNUSED DEDICATED ISOLATED 1 GROUND RECEPTACLE SHALL BE INSTALLED. IF FE PETRO -VARIABLE FREQUENCY A RECEPTACLE IS INSTALLED THEN NOT USED. © TURBINE CONTROLLER Z CONTRACTOR NSTAALLBLANK HREMOVE COVERONJ RECEPTACLE AND NCTION BOX. 10 13 VSAT DIU CONTROLLER o", 14 EFT PRINTERco 15 NOT USED r 16 2 POSITION SELECTOR SWITCH SQ—D CAT. #BG111 OR EQUAL 17 EXTERIOR DISPERSER E—STOP DIE—CAST ALUMINUM ENCLOSURE WITH RED MUSHROOM' k it HEAD PUSH-BUTTON. SQ. -D CAT #KYK14 . TANK MONITORING JUNCTION BOX (SEE NOTE 2) 25 1$ SAFE S_A�—OFF 19 NOT USED 20 INTERCOM TERMINAL BOX, 10"X10"X4" NEMA 1 ENCLOSURE, HOFFMAN #AIDNID-4 21 INTERCOM MAIN STATION well NOTES: POINT 8 1. THIS DETAIL PROVIDES ONLY A STARTER AND CONTACTOR CONTROL PANEL CCS DIAGRAMMATIC REPRESENTATION OF ELECTRICAL EQUIPMENT. THE ACTUAL �3 VEEDER ROOT # TLS --350 'Q FIELD MOUNTING ARRANGEMENT MAY VARY. CD Z THE TANK MONITOR SENSOR CABLES ARE ® LOTTO COUNTER TOP CC PART OF N INTRINSICALLY SAFE SYSTEM. GO NOT MIX THESE CABLES WITH ANY OTHER © INTRINSICALLY SAFE WIREWAY, P; V:—R OR DATA CABLES. 4"HX4"DX18" LONG. 3. SUPPLY EXACT NUMBER OF DEDICATED ISOLATED GROUND RECEPTACLES FOR LINE CONDITIONED © LOTTO DISPLAY N� EQUIPMENT. NO UNUSED DEDICATED ISOLATED 1 GROUND RECEPTACLE SHALL BE INSTALLED. IF FE PETRO -VARIABLE FREQUENCY A RECEPTACLE IS INSTALLED THEN NOT USED. © TURBINE CONTROLLER Z CONTRACTOR NSTAALLBLANK HREMOVE COVERONJ RECEPTACLE AND NCTION BOX. 10 EMERGENCY GAS SHUT—OFF SWITCH 1/2" C. -2 #12 TOE SHUNT TRIP COIL ON GAS( PNL FEEDER BREAKER (4) #4 CU '& #8 GRD IN 1-1/4"C:l AV NOTE: INSTALL PANELS ON STANDOFFS FROM WALL SO FRONT OF PANEL IS B" OFF OF WALL TO CLEAR WIREWAYS BELOW. NEC ARTICLE 110-16. (4) #2 CU & #6 GRD IN 1-1/4% NMI 'PA' "PB" "OU T9m99 MP -1 MP -2 LOAD SUMMARY MP -3 100A M.L.O. 400A M.L.O.M.L.O. CONNECTED LOAD: 100A M.L.O. TI 111 225A M.L.O. 11 SURFACE MOUNTED MAIN #1(PANEL "M") 88.9 KVA ((PANEL 247 AMPS TYP. CONDUITS FOR PANEL "G" CKT MAIN #2 "PA") 43.8 KVA 122 AMPS CKT BRKR MAIN #3 (PANEL OL") 24.5 KVA 68 AMPS 35,000/10,000 AICVD-2," NO. 157.2 KVA 437 AMPS MP -1 WITH BRANCH CIRCUIT FEEDER DEMAND LOADS: RIGID STEEL 90 90A MAIN CALCULATIONS AS SHOWN ON DWG E-4 1 3P22 225 BRANCH CIRCUIT PANELBOARD SCHEDULES IP 20A MAIN #1(PANEL "M") 88.9 KVA ((PANEL 247 AMPS 4 2640 ft MAIN #2 "PA") 36.8 KVA 102 AMPS 4 1200 MAIN #3 (PANEL "OL"), 36.6 KVA 102 AMPS INTERIOR LTG 2/0 BOND TO BUILC:N-'l 'j 162.3 KVA 451 AMPS 1170, 7680 5 6 2640 SERVICE ENTRANCE CONDUCTORS DEMAND:. 30A2280 STEEL & FOUNDATION CONTINUOUS LOADS AT 125% 47.1 KVA 131 AMPS 2640 1 ARTICLE 220-13 DEMAND LOADS 32.0 KVA 89 AMPS 2280 A/C DEMAND LOAD AT 100% 29.9 KVA 83 AMPS BOARD—SEE DETAIL REFRIGERATION LOAD AT 65% 23.2 KVA 64 AMPS h"', 360 COOLER CONDENSER 132.2 KVA 367 AMPS 12 SPARE CAPACITY — 25% 33.0 KVA 92 AMPS 20A SERVICE ENTRANCE LOAD = 165.2 KVA 459 AMPS CONT8CIOR SCHEDULE (4) SERVICE CONDUCTORS: --J NOTE: S:DRV.CF TWO 350 MCM COPPER PER PHASE 3-1/2" CONDUIT RISER DIAGRAM IS A ONE—LINE 1158 ALLOWABLE AMPACITY = 620 AMPS 15 SCHEMATIC. SEE DRAWING E-3 EMERGENCY GAS SHUT—OFF SWITCH 1/2" C. -2 #12 TOE SHUNT TRIP COIL ON GAS( PNL FEEDER BREAKER (4) #4 CU '& #8 GRD IN 1-1/4"C:l AV NOTE: INSTALL PANELS ON STANDOFFS FROM WALL SO FRONT OF PANEL IS B" OFF OF WALL TO CLEAR WIREWAYS BELOW. NEC ARTICLE 110-16. (4) #2 CU & #6 GRD IN 1-1/4% (3) TOTAL NEMA 313 ENCLOSED CIRCUIT BREAKER KAL 42,000 AIC SQUARE "D" KARB W/SN— ENCLOSURE SERVICE ENTRANCE RATED. 3—POLE 225 AMPS OR 3 POLE 400 AMPS AS SHOWN. 12"x12" NEMA 3R TRANSIENT SUPRESSOR WIRE TROUGH EDCO NO. OMC 20BY-125 RN4 SERVICE NEMA -3R (TYPICAL FOR THREE) GROUND NMI 'PA' "PB" "OU T9m99 MP -1 MP -2 VA MP -3 100A M.L.O. 400A M.L.O.M.L.O. 225A Lh I I 100A M.L.O. TI 111 225A M.L.O. 11 SURFACE MOUNTED MAIN CIRCUIT BREAKERCo BRKR TYP. CONDUITS FOR PANEL "G" CKT (3) TOTAL NEMA 313 ENCLOSED CIRCUIT BREAKER KAL 42,000 AIC SQUARE "D" KARB W/SN— ENCLOSURE SERVICE ENTRANCE RATED. 3—POLE 225 AMPS OR 3 POLE 400 AMPS AS SHOWN. 12"x12" NEMA 3R TRANSIENT SUPRESSOR WIRE TROUGH EDCO NO. OMC 20BY-125 RN4 SERVICE NEMA -3R (TYPICAL FOR THREE) GROUND (4) #4/0 & #4 GRD IN 2-1/2" CONDUIT NID,142:� INEMA3R T` THIS CONTRACTOR SHALL: PANER., SURFACE MOUNTED T9m99 EQUIP'VEENT SLRNc�' CKT -?<R TRIP I PO( -E VA EYSF75 SEAL OFF CKT NO- A B C 120/208 VOLT AC, 30, 3 WIRE 400 AMP M.L.O. 4 HARE 225 AMP M.L.O. SURFACE MOUNTED SURFACE MOUNTED MAIN CIRCUIT BREAKERCo BRKR TYP. CONDUITS FOR PANEL "G" CKT CKT TO BE SERIES RATED CKT BRKR EQUIPMENT SERVED EQUIPMENT SERVED 35,000/10,000 AICVD-2," NO. NO. A B C MP -1 WITH BRANCH CIRCUIT POLE I TRIP RIGID STEEL 90 90A MAIN BREAKERS. 1 3P22 225 3P400 (4) #4/0 & #4 GRD IN 2-1/2" CONDUIT NID,142:� INEMA3R T` THIS CONTRACTOR SHALL: PANER., SURFACE MOUNTED T9m99 EQUIP'VEENT SLRNc�' CKT -?<R TRIP I PO( -E VA EYSF75 SEAL OFF CKT NO- A B C 120/208 VOLT AC, 30, 3 WIRE 400 AMP M.L.O. 4 HARE 225 AMP M.L.O. SURFACE MOUNTED SURFACE MOUNTED CKT BRKR TYP. CONDUITS FOR PANEL "G" CKT CKT VA PHASE CKT BRKR EQUIPMENT SERVED EQUIPMENT SERVED & OL CIRCUITS NO. NO. A B C EQUIPMENT SERVED TRIP POLE POLE I TRIP RIGID STEEL 90 90A 20A 7680 LL 1 2 2640 " PVC TO GAS ISLAND IP 20A 7680,,' 3 4 2640 ft RTU -2 3 4 1200 COOLER CONDENSER 20A INTERIOR LTG 2/0 BOND TO BUILC:N-'l 'j 20A 30A 1170, 7680 5 6 2640 6 30A2280 STEEL & FOUNDATION c 7 8 2640 1 3P 4 GIRD TO TEL TERWNAL 7 2280 9 10 2640 BOARD—SEE DETAIL r=6 (4) #4/0 & #4 GRD ;/130A h"', 360 COOLER CONDENSER IN 2-1/2" CONDUIT 12 2640 TED CONN. COFFEE BREWER 20A 1P 1800 AT METAL WATER CONT8CIOR SCHEDULE (4) #500kCM & #3 GRID --J NOTE: S:DRV.CF IN 3-1/2" CONDUIT RISER DIAGRAM IS A ONE—LINE 1158 C-1: EXTERIOR LIGHTING CONTROL PANEL OLIS 15 SCHEMATIC. SEE DRAWING E-3 2640 3P-225 AMP ELECTRICALLY HELD— BUN WARMER FOR PANELBOARD LAYOUT AND 30A 120V COIL SQ. D CLASS 8903 TYPE SQGIV02 in 1500 EQUIPMENT ELEVATIONS. 1600 17 18 264-0 120/208 VOLT, 3-PHASE, 4 -WIRE ELECTRICAL RISER DIAGRAM NOT TO SCALE 20 12640 1 M, 3P, -1/4"C CT 0CABINET PER UTILITY METER Co. SPEC. AVAILABLE FAULT CURRENT 23,500 A.I.C. (4) # 350kCM IN EACH OF TWO 3" CONDUITS SERVICE ENTRANCE CONDUCTORS 2/0 CU GND — LOOP THRU AT ROD AUGMENTED GROUND —5/8" DIA- x 10'-0" LONG BOLTED CONNECTION OR AS REQUIRED TO OBTAIN 25 OHM MAX RESISTANCE. ELECTRICAL SERVICE ENTRANCE CONTRACTOR SHALL COORDINATE WITH FLORIDA POWER,& LIGHT FOR EXTENSION OF NEW UNDERGROUND SERVICE FROM RELOCATED FP&L DROP POLE. 241 )/ ) #2 4/0 1 N —, CONDUIT 10,000 AJ.C. THIS CONTRACTOR SHALL: PANER., SURFACE MOUNTED T9m99 EQUIP'VEENT SLRNc�' CKT -?<R TRIP I PO( -E VA 10.000 A.I.C. CKT NO- A B C 120/208 VOLT AC, 30, 3 WIRE 400 AMP M.L.O. 4 HARE 225 AMP M.L.O. SURFACE MOUNTED SURFACE MOUNTED CKT BRKR VA / PHASE CKT CKT VA PHASE CKT BRKR EQUIPMENT SERVED EQUIPMENT SERVED A B C NO. NO. A B C EQUIPMENT SERVED TRIP POLE POLE I TRIP EQUIPMENT SERVED 90A 20A 7680 LL 1 2 2640 " 3P IP 20A 7680,,' 3 4 2640 ft RTU -2 3 4 1200 COOLER CONDENSER 20A INTERIOR LTG 3P 20A 30A 1170, 7680 5 6 2640 6 30A2280 Z3P 20A 7 8 2640 1 3P 200 7 2280 9 10 2640 RTU -1 COFFEE BAR RECEPT 20A ;/130A h"', 360 COOLER CONDENSER 2280, 11 12 2640 MICROWAVE COFFEE BREWER 20A 1P 1800 ICE MAKER 30A ��2P �Wz' ouv 1360 13 14 2640 3P IP 1158 13 r, C) 15 16 2640 20A BUN WARMER HOT DRINK DISP 30A FREEZER CONDENSER in 1500 30A 1600 17 18 264-0 FROZEN BEV DISP 1P 20A 1600;��11%1 1 9 20 12640 1 M, 3P, 17 FREEZER CONDENSER 720 1P 20A 40A J, 000 3 21 22 2640 WATER HEATER 20 720 1P 20A DRINK COUNTER 3000 23 24 2640 21 2P 720 30A 20A DRINK COUNTER 40A 20A 2040 M*, 25 26 4320 =222 3P 1P 20A DISPOSAL RECEPTACLES 20A 1P 720 PANEL "G" 26 720%' 1 P 2P . ss y 2040'Y' 27 28 3480 Ej�L 720 27 (SHUNT TRIP) SPACE ONLY 20A 1P 2 9 30 3480 DRINK COUNTER RECEPTACLES 20A 1P 720 29 17 720 70A 20A SPACE ONLY 20A 1P IP 31 32 32 1P 20A SPACE ONLY —SPACE ONLY 20A 1P IP 33 34 34 1P 20A SPACE ONLY --SPACE ONLY 20A 1P. 1P 35 36 36 1P 20A SPACE ONLY SPACE ONLY 20A ip 1P 37 38 um 1P 20A SPACE ONLY SPACE ONLY 20A 1P 1P- 39 1 40 38 1P 20A SPACE ONLY -1/4"C CT 0CABINET PER UTILITY METER Co. SPEC. AVAILABLE FAULT CURRENT 23,500 A.I.C. (4) # 350kCM IN EACH OF TWO 3" CONDUITS SERVICE ENTRANCE CONDUCTORS 2/0 CU GND — LOOP THRU AT ROD AUGMENTED GROUND —5/8" DIA- x 10'-0" LONG BOLTED CONNECTION OR AS REQUIRED TO OBTAIN 25 OHM MAX RESISTANCE. ELECTRICAL SERVICE ENTRANCE CONTRACTOR SHALL COORDINATE WITH FLORIDA POWER,& LIGHT FOR EXTENSION OF NEW UNDERGROUND SERVICE FROM RELOCATED FP&L DROP POLE. 241 )/ ) #2 4/0 1 N —, CONDUIT 10,000 AJ.C. THIS CONTRACTOR SHALL: PjokNE=—L— SURFACE MOUNTED gvpAgv EQUIP'VEENT SLRNc�' CKT -?<R TRIP I PO( -E VA 10,000 A.I.C. CKT NO- A B C 120/208 VOLT AC, 30, 4 HARE 225 AMP M.L.O. A 8 C SURFACE MOUNTED 20A ip CKT BRKR VA / PHASE CKT CKT VA /PHASE CKT BRKR SPARE 20A 41 EQUIPMENT SERVED TRIP POLE A B C NO. NO- A 13 1 C POLE TRIP EQUIPMENT SERVED LIGHTING/EXH FANS 20A 1P 524 1 2 1542 IP 20A INTERIOR LTG COOLER LIGHTING 20A 1P W� 1100 3 4 1200 1P 20A INTERIOR LTG DOOR UGHTS/HTRS 20A IP 1170, 5 6 _L116 620 1P I 20A INTERIOR LTG COFFEE WARMER 20A 1P 200 7 8 186 1P 20A INTERIOR LTG COFFEE BAR RECEPT 20A 1P h"', 360 9 10 800 PW�, 1P 20A MICROWAVE COFFEE BREWER 20A 1P 1800 11 12 �Wz' ouv IP 20A HOT DOG GRILLE COFFEE GRINDER 20A IP 1158 13 14 800 K, 1P 20A BUN WARMER HOT DRINK DISP 20A I IP in 1500 15 16 1500 5'ARiW,%,-., z 1P 20A DOOR OPERATOR CARBONATOR 20A 1P 696 17 18 720 1P 20A VIDEO CAMERAS BAG IN BOX 20A 1P 864 19 20 720 1P 20A DRINK COUNTER NEON LTG SIGNAGE 20A 1P 750 21 22 720 1P 20A DRINK COUNTER NEON LTG/SIGNAGE 20A 1P 750 1 23 24 720 1P 20A DRINK COUNTER RECEPTACLES 20A 1P 720 25 26 720%' 1 P 20A DRINK COUNTER RECEPTACLES 20A W 720 27 28720 20A 1P 20A DRINK COUNTER RECEPTACLES 20A 1P 720 29 30 720 1P 20A DRINK COUNTER SPARE 20A IP w 31 32 20AI 1P 20A SPARE SPARE 20A IP 4 33 34 20A 1P 20A SPARE SPARE 20A 1P 35 36 1P 20A SPARE SPARE 20A 1P 33 34 4 1P 20A SPARE SPARE. 20A 1P- WOO37 35 38 6390 sy Y 3P 20A PANEI P -PB" SPARE 20A 1P 39 40 7470 -1/4"C CT 0CABINET PER UTILITY METER Co. SPEC. AVAILABLE FAULT CURRENT 23,500 A.I.C. (4) # 350kCM IN EACH OF TWO 3" CONDUITS SERVICE ENTRANCE CONDUCTORS 2/0 CU GND — LOOP THRU AT ROD AUGMENTED GROUND —5/8" DIA- x 10'-0" LONG BOLTED CONNECTION OR AS REQUIRED TO OBTAIN 25 OHM MAX RESISTANCE. ELECTRICAL SERVICE ENTRANCE CONTRACTOR SHALL COORDINATE WITH FLORIDA POWER,& LIGHT FOR EXTENSION OF NEW UNDERGROUND SERVICE FROM RELOCATED FP&L DROP POLE. 241 )/ ) #2 4/0 1 N —, CONDUIT 10,000 AJ.C. THIS CONTRACTOR SHALL: F=AtNE—=L— SURFACE MOUNTED "F43" EQUIP'VEENT SLRNc�' CKT -?<R TRIP I PO( -E VA 10,000 A.I.C. CKT NO- A B C 120/208 VOLT AC, 30, 4 WIRE 100 AMP M.L.O. P, A 8 C SPACE ONLY 20A ip All 4220 CKT 7- ONLY VA PHASE CKT BRKR SPARE 20A 41 4- 2 7076 100A 20A A B C NO. A B C A a C POLE TOTAL CONNECTED VOLT AMPS 29,840 30,400 287600 TOTAL CONNECTED 88.9 KVA 247 AMPS TOTAL CONNECTED VOLT AMPS 13,824 16,756 13,352 TOTAL CONNECTED 43.8 KVA 122 AMPS 1P NEC ARTICLE 220 DEMAND LOAD z, 88.9 KVA 247 AMPS NEC ARTICLE 220 DEMAND LOAD 36.8 KVA 102 AMPS -1/4"C CT 0CABINET PER UTILITY METER Co. SPEC. AVAILABLE FAULT CURRENT 23,500 A.I.C. (4) # 350kCM IN EACH OF TWO 3" CONDUITS SERVICE ENTRANCE CONDUCTORS 2/0 CU GND — LOOP THRU AT ROD AUGMENTED GROUND —5/8" DIA- x 10'-0" LONG BOLTED CONNECTION OR AS REQUIRED TO OBTAIN 25 OHM MAX RESISTANCE. ELECTRICAL SERVICE ENTRANCE CONTRACTOR SHALL COORDINATE WITH FLORIDA POWER,& LIGHT FOR EXTENSION OF NEW UNDERGROUND SERVICE FROM RELOCATED FP&L DROP POLE. 241 )/ ) #2 4/0 1 N —, CONDUIT 10,000 AJ.C. THIS CONTRACTOR SHALL: F=AtNE—=L— SURFACE MOUNTED "F43" EQUIP'VEENT SLRNc�' CKT -?<R TRIP I PO( -E VA 10,000 A.I.C. CKT NO- A B C 120/208 VOLT AC, 30, 4 WIRE 100 AMP M.L.O. EQUIPMENT SERVED A 8 C SURFACE MOUNTED 20A CKT BRKR VA / PHASE CKT CKT VA PHASE CKT BRKR 20A EQUIPMENT SERVED -i��IPPOLE 20A -- A 8 C NO. NO- A a C POLE TRIP EQUIPMENT SERVED ATM RECEPT 20A 1P 360 1 2 1200 1P 20A SHOW WINDOW REC CASH REGISTERS 20A 1P L 720 3 4 1200 1P 20A SHOW WINDOW REC SAFE 20A 1P 360 5 61200 21 1P 20A SHOW WINDOW REC CHECK-OUT REC 20A 1P 720 7 8 11200 1P I 20A SHOW WINDOW REC CHECK-OUT REC 20A 1Pr 540 9 10 1200 1P 20A SHOW WINDOW REC LOTTO 20A 1Py sy k 720 11 12 y 1200 1P 20A SHOW WINDOW REC 1P 910 21 22 20A 1P 20A SPARE YARD LIGHTS 20A OFFICE RECEPT 20A 1P 360 13 14 360 1P 20A MAINT RECEPT RECEPTACLES 20A 1P 900 15 16720 20A IP 20A RECEPTACLES TEL TERM BRD 20A 1P ll-�l 99 720 17 18 696 1P 20A DRINKING FOUNTAIN TEL TERM BRD 20A IP 720 19 20 750 1P 20A DOOR HEATER FLOOR OUTLETS 20A 1P 720 21 22 750 22 1P 20A DOOR HEATER FLOOR OUTLETS 20A 1P 720 23 -24- 1P 1440 1P 20A EVAP FANS FLOOR OUTLETS 20A 1P 720 25 26 20A IP 20A SPARE FLOOR OUTLETS 20A 1P 720 27 28 20A 1P 20A SPARE 1P 20A 1P w 29 30 20AI 1P 20A SPARE -SPARE SPARE 20A 1P 4 31 32 20A 1P 20A SPARE SPARE 20A 1P 33 34 1P 20A SPARE SPARE 20A 1P 35 36 d g,� 1P 20A 'SPARE SPACE ONLY 20A ip 37 38 1P 20A SPACE ONLY SPACE ONLY 20A 1P 39 40 1P 2 OA SPACE ONLY SPACE ONLY qn-A, IP 42 1P 20A SPACE ONLY -1/4"C CT 0CABINET PER UTILITY METER Co. SPEC. AVAILABLE FAULT CURRENT 23,500 A.I.C. (4) # 350kCM IN EACH OF TWO 3" CONDUITS SERVICE ENTRANCE CONDUCTORS 2/0 CU GND — LOOP THRU AT ROD AUGMENTED GROUND —5/8" DIA- x 10'-0" LONG BOLTED CONNECTION OR AS REQUIRED TO OBTAIN 25 OHM MAX RESISTANCE. ELECTRICAL SERVICE ENTRANCE CONTRACTOR SHALL COORDINATE WITH FLORIDA POWER,& LIGHT FOR EXTENSION OF NEW UNDERGROUND SERVICE FROM RELOCATED FP&L DROP POLE. 241 )/ ) #2 4/0 1 N —, CONDUIT 10,000 AJ.C. THIS CONTRACTOR SHALL: PANEL" 99CH91 120/208 VOLT AC, 30, 4 WIRE 225 AMP M.L.O. SURFACE MOUNTED SURFACE MOUNTED EQUIP'VEENT SLRNc�' CKT -?<R TRIP I PO( -E VA CKT NO- I CKT NO- A B C POLE TRIP EQUIPMENT SERVED A 8 C FOOD MART SIG-qAGE 20A I 1P 11200 1 1 2 ip 1P 20A BLDG WALL PACKS FOOD MART SIGNAGE 20A 1P A 1200 3 4 f360 1200 T 20A CANOPY FACIA SIGN FOOD MART SIGNAGE 20A 1P 1200 5 6 1520 1P 20A SPANNER LIGHTING CANOPY HID LTG 20A :��2P: 360 360 1100 7 8 1520 1 P 20A SPANNER LIGHTING --- 11100. 9 10 1P 20A 1520 SPANNER LIGHTING CANOPY HID LTG ��2p 21 1100 11 12 1520 1P 20A SPANNER LIGHTING 1100 1 13 14 450 1P 20A HALLMARK SIGNAGE CANOPY HID LTG 20A ��2P 1100 15 17 16 is 1176 1176 2P �20A 2OA HALLMARK SIGNAGE 1100 LPS 12/ADC f 2 20A 1P 654 19 20 4M 1P 20A ALIGHT /W YARD LIGHTS 20A 1P 910 21 22 20A 1P 20A SPARE YARD LIGHTS 20A IP 910 23 24 20A_ 1P 20A SPARE YARD LIGHTS 20A IP 910 25 26 20A 1P 20A SPARE SPARE 20A IP 20A 27 28 20A 1P 20A SPARE SPARE 20A 1P 20A 29 30 20A 1P 20A SPARE SPACE ONLY 20A 1P 20A 31 32 20A 1P 20A SPACE ONLY SPACE ONLY 20A 1P 20A 3.3 34 1P 20A SPACE ONLY SPACE ONLY 20A 1P 35 36 1P 20A SPACE ONLY SPACE ONLY 20A ip 37 38 1P 20A SPACE ONLY SPACE ONLY 20A 1P 39 w 1P 20AI SPACE ONLY SPACE ONLY 20A 1P'' ... ....... - 41 1 4 1P 20A I SPACE ONLY A B C T07)k-' C:>%, --C70 NV -T A-V:'S "L 7.7491, 8,206 1 8,5261 TOTAL CONNECTED 24.5 KVA 68 AMPS NEC ART11CLE 220 LOAD - 39-.6 KVA 86 AMPS AJ.C THIS CONTRACTOR SHALL: P.ANF=I- 918,99 120/208 VOLT AC, 30, 4 WIRE 100 AMP M.L.O. SURFACE MOUNTED ECI-I'VIEN'T SERVED CKT BRKR TR -0 I POLE p.!T BRKR �,E VA PHASE A B C CKT NO- CKT NO- VA PHASE A 13 C CKT BRKR EQUIPMENT SERVED POLE TRIP L�w;!!ALI ED STP 2--A 3P Boo 1 1 2 360 ip �10A 10A DISPENSER SWITCHED NEUTRAL_ Boo 3 4 8400 5 6 360 1P 10A 10A DISPENSER SWITCHED NEUTRAL S-JPREME STP 20A 3P O 7 8 ARE HEREIN SHOWN FOR ESTIMATING 9 10 360 ip 10A 1 �OA DISPENSER SWITCHED NEUTRAL 800 11 12 D;. SEL 20A 3P -0 e0o 1 800 13 15 17 14 16 18 360 360 ip 10A DISPENSER SWITCHED NEUTRAL 1 1 �OA DISPENSER SWITCHED NEUTRAL A-�RIVA,cuum 20A 1P I C?0 1 19 20 TT:- STATIONS 20A 1P 1 :350 21 22 360 1P -,10A DISPENSER SWITCHED NEUTRAL I S 3-- cll:--TA YS 20A 1P 1 360 1 23 24 TA` -� VONITOR 20A 1P 1 120 1 1 25 1 26 1P 20A SPARE S;P AR: 20A 1P27 28 1P 20A SPARE S?AR= 20A 1P29 30 1P 20A SPARE SPARE 20A IP 31 32 1P 20A SPACE ONLY SPACE ONLY 20A_ 1P 33 34 ip 20A SPACE ONLY S::1ACE ONLY 20A 1P 35 36 1P 20A SPACE ONLY SPACE ONLY 20A 1P 1P 20A SPACE ONLY SPACE ONLY 20A 1P 1P 20A SPACE ONLY SPACE ONLY 20A 1P 1P 20A SPACE ONLY A 8 C TOTAL VOLT AMPS 14,3201 3.480 f 3,4870 - TOTAL CONNECTED. 11.3 KVA 31 AMPS %-!:C ARTICLE 220 DEMAND LOAD - 11.3 KVA 31 AMPS (4) /2" &#IN 2#-1CONDUIT "K" BASE METER #2 BOND TO METALLIC PIPING SYSTEMS. 2 BOND TO BUILDING STEEL & FOUNDATION BOLTED CONN. AT METAL WATER SERVICE -CW- CAR WASH SERVICE ENTRANCE PANELBOARD TO BE 200A PROVIDED BY EQUIPMENT MAIN BRKR MANUFACTURER. f4CU GND — LOOP RU AT ROD AUGMENTED GROUND —5/8" DIA. x 10'-0" LONG BOLTED CONNECTION OR AS REQUIRED TO OBTAIN 25 OHM MAX RESISTANCE. SITE LIGHTING/SIGNAGE SCOPE OF WORK: GAS SYSTEMS SCOPE OF WORK: THIS CONTRACTOR SHALL: O INTERCEPT EXISTING DATA CIRCUITS AT. DISPENSERS AND EXTEND TO DATA WIREWAY. INTECEPT EXISTING DISPENSER POWER CIRCUITS AND EXTEND TO NEW PANEL "G". INTERCEPT EXISTING INTERCOM WRING AND EXTEND TO CHECK—OUT COUNTER. DWG E-4. INTERCEPT EXISTING STP PUMPS AND EXTENT TO NEW PANEL "G". AA C000606 THIS CONTRACTOR SHALL: INTERCEPT EXISTING HALLMARK (PYLON) o a) SIGN BRANCH CIRCUITS AND EXTEND TO THE NEW PANEL. O INTECEPT EXISTING SPANNER LIGHTING ccOW 0 CIRCUITS AND EXTEND TO THE NEW PANEL. INTERCEPT EXISTING CANOPY HID LIGHTING AND EXTEND TO THE NEW PANEL. Qo INTERCEPT EXISTING YARD LIGHTS AND EXTEND TO THE NEW PANEL. EXISTING CONDUCTORS SHALL BE' ZLL W Z REPLACED COMPLETE FROM NEW PANEL TO LOAD. CONDUITS ENTERING FUEL AREA AND z CANOPY ISLAND SHALL BE PROVIDED WITH APPROVED CONDUIT SEALS. O NUMBERS OF CIRCUITS AND LOADS 0 1: ARE HEREIN SHOWN FOR ESTIMATING PURPOSES ONLY. GAS SYSTEMS SCOPE OF WORK: THIS CONTRACTOR SHALL: O INTERCEPT EXISTING DATA CIRCUITS AT. DISPENSERS AND EXTEND TO DATA WIREWAY. INTECEPT EXISTING DISPENSER POWER CIRCUITS AND EXTEND TO NEW PANEL "G". INTERCEPT EXISTING INTERCOM WRING AND EXTEND TO CHECK—OUT COUNTER. DWG E-4. INTERCEPT EXISTING STP PUMPS AND EXTENT TO NEW PANEL "G". AA C000606 REVISION EXISTING CONDUCTORS SHALL BE VUT3 UVIEVED OREPLACED COMPLETE FROM NEW CTr I Or- SAIMORD PANEL TO LOAD. CONDUITS ENTERING FUEL AREA AND CANOPY ISLAND SHALL BE PROVIDED WITH APPROVED CONDUIT SEALS. NUMBERS OF CIRCUITS AND LOADS ARE HEREIN SHOWN FOR ESTIMATING PURPOSES ONLY. GRANT ENGINEERING, INC. CONSULTING ENGINEERS 090 BENNErr AVENUE, WINTER PARK, FLORIDA 32780 TEL- (407) 020-2277 / FA' (407) $29-2253 / EMU GRANTENOOMADLIDOM JOB NO. 9842-02 DATE 3/8/129 SHEET E-4 '0 F W a: o a) F- Cn 00 ccOW 0 -j 0u- Qo W ZLL W Z a. > co z oa 0 1: REVISION EXISTING CONDUCTORS SHALL BE VUT3 UVIEVED OREPLACED COMPLETE FROM NEW CTr I Or- SAIMORD PANEL TO LOAD. CONDUITS ENTERING FUEL AREA AND CANOPY ISLAND SHALL BE PROVIDED WITH APPROVED CONDUIT SEALS. NUMBERS OF CIRCUITS AND LOADS ARE HEREIN SHOWN FOR ESTIMATING PURPOSES ONLY. GRANT ENGINEERING, INC. CONSULTING ENGINEERS 090 BENNErr AVENUE, WINTER PARK, FLORIDA 32780 TEL- (407) 020-2277 / FA' (407) $29-2253 / EMU GRANTENOOMADLIDOM JOB NO. 9842-02 DATE 3/8/129 SHEET E-4 '0 F 3/8/99 SHEET �,-GRANT ENGINEERING, INC. E-5 CONSULTING ENGINEERS . ' 990 BENNE" AVENUE, WIMER PARK. FLORIDA 32769 tEL: (407) On -2277 � FAX: (407) 629-2253 / EIWL• ORAMENOQOAOLOom OF $MPE OF WORK PERFORMANCE VERIFICATION: RACEWAY AND CQNlDUIT SYSTEMS: GROUNDING: BOND METALLIC CONDUITS, SUPPORTS, CABINETS AND OTHER PRIOR TO THE FINAL INSPECTION THE CONTRACTOR SHALL TEST EQUIPMENT SO GROUND WILL BE ELECTRICALLY CONTINUOUS WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING FEEDER AND BRANCH CIRCUIT CONDUCTORS # 6 AWG AND SIZE RACEWAY AS REQUIRED BY THE NATIONAL ELECTRICAL CODE FROM SERVICE TO OUTLET BOXES. PROVIDE A CONTINUOUS CAI ON LARGER FOR SHORTS, OPEN, INTENTIONAL AND UNINTENTIONAL GROUNDS WITH OVERS"ZED CONDUITS AS INDICATED. PROVIDE COMPLETE GREEN GROUND WIRE IN ALL BRANCH CIRCUIT AND FEEDER FURNISH ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES BY MEANS OF AN APPROVED TYPE OF CONSTANT "MEGGER." RACEWAY S,57 -V NCLUDING CONDUIT, SUPPORTS, BOXES AND CONDUITS. PROVIDE GROUND BUS ASSEMBLIES AS DETAILED ON THE DRAWINGS. REQUIRED FOR THE FABRICATION AND INSTALLATION OF A COMPLETE P4 ENCLOSURES. ALL CONNECTIONS TO ELECTRICAL EQUIPMENT. ELECTRICAL SYSTEM AS INDICATED ON THE DESIGN DRAWINGS AND AS GROUND TEST - PRIOR TO THE FINAL INSPECTION A GROUND TEST SHALL CONCEAL RACEWAY IN FINISHED AREAS UNLESS INDICATED E L E C T R I C A L S P E C I F I C A T 1 0 N S BOXES SHALL BE OF ONE PIECE CONSTRUCTION. WELDED BOXES WILL NOT COMPLY WITH PROVISIONS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, LAYOUT OF WORK - CORRELATE FINAL EQUIPMENT LOCATIONS WITH ANGLES TO r^riE BUILDING STRUCTURE AND SHALL BE SUSPENDED FROM BE APPROVED. THE NATIONAL ELECTRICAL CODE, LIFE SAFETY CODE, THE REGULATIONS GOVERNING ARCHITECTURAL AND STRUCTION DRAWINGS. PROVIDE OR AFFIXED TO THE BUILDNG SUPERSTRUCTURE ONLY. _ OF THE LOCAL AUTHORITY AND SPECIFICATIONS OF FLORIDA POWER & LIGHT. COORDINATION OF ALL TRADES REQUIRED FOR INSTALLATION IN A SURFACE BOXES 4" SQUARE BY 1-1/2" DEEP WITH RAISED COVERS, STEEL NEAT AND WORKMANLIKE MANNER. MINIMUM TRADE SIZE CONDUIT CITY OR RACO. 3/8/99 SHEET �,-GRANT ENGINEERING, INC. E-5 CONSULTING ENGINEERS . ' 990 BENNE" AVENUE, WIMER PARK. FLORIDA 32769 tEL: (407) On -2277 � FAX: (407) 629-2253 / EIWL• ORAMENOQOAOLOom OF $MPE OF WORK PERFORMANCE VERIFICATION: RACEWAY AND CQNlDUIT SYSTEMS: GROUNDING: BOND METALLIC CONDUITS, SUPPORTS, CABINETS AND OTHER PRIOR TO THE FINAL INSPECTION THE CONTRACTOR SHALL TEST EQUIPMENT SO GROUND WILL BE ELECTRICALLY CONTINUOUS WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING FEEDER AND BRANCH CIRCUIT CONDUCTORS # 6 AWG AND SIZE RACEWAY AS REQUIRED BY THE NATIONAL ELECTRICAL CODE FROM SERVICE TO OUTLET BOXES. PROVIDE A CONTINUOUS CAI ON LARGER FOR SHORTS, OPEN, INTENTIONAL AND UNINTENTIONAL GROUNDS WITH OVERS"ZED CONDUITS AS INDICATED. PROVIDE COMPLETE GREEN GROUND WIRE IN ALL BRANCH CIRCUIT AND FEEDER FURNISH ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES BY MEANS OF AN APPROVED TYPE OF CONSTANT "MEGGER." RACEWAY S,57 -V NCLUDING CONDUIT, SUPPORTS, BOXES AND CONDUITS. PROVIDE GROUND BUS ASSEMBLIES AS DETAILED ON THE DRAWINGS. REQUIRED FOR THE FABRICATION AND INSTALLATION OF A COMPLETE P4 ENCLOSURES. ALL CONNECTIONS TO ELECTRICAL EQUIPMENT. ELECTRICAL SYSTEM AS INDICATED ON THE DESIGN DRAWINGS AND AS GROUND TEST - PRIOR TO THE FINAL INSPECTION A GROUND TEST SHALL CONCEAL RACEWAY IN FINISHED AREAS UNLESS INDICATED OUTLET BOXES: HEREIN SPECIFIED. BE PERFORMED ON THE GROUND SYSTEM. THE RESISTANCE OTHERWISE. `,.STALL EXPOSED RACEWAY PARALLEL OR OUTLET BOXES SHALL BE OF SUCH FORM AND DIMENSIONS AS TO BE BETWEEN GROUND AND ABSOLUTE EARTH 'SHALL NOT EXCEED 25 OHMS. PERPEND'CL;: AP TO WALLS, CEILING OR STRUCTURAL MEMBERS. ADAPTED TO THE SPECIFIC USE AND LOCATION, TYPE OF DEVICE OR FIXTURES a 0 MODES AND STANDARDS: TO BE USED, AND NUMER AND SIZE OF CONDUTORS. MINIMUM SINGLE GANG. ELECTRICAL GENERAL CONDITIONS: ALL-CONDU"'.�7 SYSTtMS SHALL BE INSTALLED PARALLEL TO, OR AT RIGHT BOXES SHALL BE OF ONE PIECE CONSTRUCTION. WELDED BOXES WILL NOT COMPLY WITH PROVISIONS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, LAYOUT OF WORK - CORRELATE FINAL EQUIPMENT LOCATIONS WITH ANGLES TO r^riE BUILDING STRUCTURE AND SHALL BE SUSPENDED FROM BE APPROVED. THE NATIONAL ELECTRICAL CODE, LIFE SAFETY CODE, THE REGULATIONS GOVERNING ARCHITECTURAL AND STRUCTION DRAWINGS. PROVIDE OR AFFIXED TO THE BUILDNG SUPERSTRUCTURE ONLY. _ OF THE LOCAL AUTHORITY AND SPECIFICATIONS OF FLORIDA POWER & LIGHT. COORDINATION OF ALL TRADES REQUIRED FOR INSTALLATION IN A SURFACE BOXES 4" SQUARE BY 1-1/2" DEEP WITH RAISED COVERS, STEEL NEAT AND WORKMANLIKE MANNER. MINIMUM TRADE SIZE CONDUIT CITY OR RACO. - 3/4" RIGID OR EMT FOR HOMERUN CIRCUITS. CEILING OUTLET BOXES 4" SQUARE BY 1-1/2" DEEP OR LARGER AS REQUIRED1/2" THIS CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES AND SITE INVESTIGATION -CHECK SITE AND EXISTING CONDITIONS THOROUGHLY MINIMUM FCP SRANCH CIRCUIT EXTENSIONS. FOR NUMBER AND SIZE OF CONDUCTORS. NOTICES REQUIRED BY THE WORK OF THIS DIVISION. BEFORE BIDDING. ADVISE ARCHITECT OF DISCREPANCIES OR QUESTION 3/8" FLEX;?' -c- M-TALLIC CONDUIT. RELAIED WORK 5PECIFIFD ELSEWHERE: NOTED. SCHEDU' - 40 PVC PERMITTED FOR UNDERGROUND FEEDER RUNS. FLUSH OUTLET BOXES ONE PIECE STEEL OUTLET BOXES BY SUPERVISION OF WORK - PROVIDE FIELD SUPERINTENENT WHO HAS A SCHEDULE 80 PVC CONDUIT IS PERMITTED FOR EXPOSED FEEDER RUNS ABOVE STEEL CITY OR RACO. BOXES MOUNTED SO THAT COVERS AND PLATES WILL REFER TO THE ARCHITECTURAL, STRUCTURAL AND TO THE MINIMUM OF FOUR YEARS EXPERIENCE ON PROJECTS OF A SIMILAR THE 8 FT. LEVEL WHERE NOT EXPOSED TO DAMAGE. FINISH FLUSH WITH FINISHED SURFACES WITHOUT THE USE OF SHIMS, MATS MECHANICAL DIVISIONS OF THE WORK FOR ELECTRICAL WORK TO BE NATURE AND SIZE. SUPERINTENENT SHALL BE PRESENT AT ALL TIMES OR OTHER DEVICES. PLATES SHALL NOT SUPPORT WIRING DEVICES. GANG DONE IN CONJUNCTION WITH THESE DIVISIONS. THAT WORK UNDER THIS DIVISION IS BEING INSTALLED OR AFFECTED. ELECTRICAL METTALIC TU?" `;G SHALL BE UTILIZED FOR CONDUIT CONCEALLED SWITCHES WITH COMMON PLATES WHERE TWO OR MORE ARE INDICATED IN WITHIN THE BUILDING CC":S G RUC%rOU OR V41HERE NOT SUBJECT TO DAMAGE. THE SAME LOCATION. OUTLETS ON EACH SIDE OF WALL SHALL HAVE THE CONTRACTOR SHALL VERIFY LOCATIONS AND ELECTRICAL COUPLINGS AND CCN':EC"LRS S= -!ALL BE DIE-CAST SET -SCREW TYPE. CONDUIT BODIES SEPARATE BOXES - THROUGH -WALL TYPE BOXES OR BACK-TO-BACK MOUNTING REQUIREMENTS OF ALL EQUIPMENT FURNISHED BY THE OWNER OR OTHER COORDINATION - PROVIDE ALL REQUIRED COORDINATION AND SHALL BE MAI I EA9' E IRC":. ALUMINUM AND SLB CONDUIT BODIES ARE NOT APPROVED. SHALL NOT BE PERMITTED. TRIM RINGS SHALL BE EXTENDED TO WITHIN 1/4" TRADES PRIOR TO INSTALLATION OF CONDUIT AND WIRE. SUPERVISION WHERE WORK CONNECTS TO OR IS AFFECTED BY OTHER CONDUIT BOD'=S S=?A_L SE PROVIDED WITH SHEET METAL OR CAST COVERS AND OF FINISH WALL SURFACE. TRADES. LOCATE ALL OPENINGS REQUIRED FOR WORK PERFORMED RUBBER OR GASKET. MAXIMUM CONDUIT SUPPORT IS 8 FEET. UNDER THIS SECTION.V OUTLET BOXES MOUNTED IN METAL STUD WALLS, ARE TO BE SUPPORTED TO SUBSTITUTIONS: r INTERMED.ATE' ETAL CONDUIT MAY BE UTILIZED AS A SUBSTITUTION FOR RIGID CONDUIT STUDS WITH TWO SCREWS INSIDE OF OUTLET BOX TO A HORIZONTAL STUD BASIS FOR WIRING DESIGN - THE CONSTRUCTION DOCUMENTS DESCRIBE WHERE A"_LOVr`ED BY CODE. IMC NOT APPROVED FOR PANEL "G". BRACE BETWEEN VERTICAL STUDS. EQUIPMENT, MATERIALS AND DESIGN OF SYSTEMS INDICATED ON THE SPECIFIC SIZES OF EQUIPMENT. THESE SIZES ARE BASED UPON SPECIFIC DESIGN DRAWINGS AND WITHIN THESE SPECIFICATIONS ARE CONSIDERED AS ITEMS OF POWER -CONSUMING EQUIPMENT. WHEREVER THE CONTRACTOR FLEXIBLE STEEL CONDUIT AND SEAL-TITE SHALL ONLY BE USED FOR FINAL OUTLET BOXES THAT DO NOT RECEIVE WIRING DEVICES SHALL BE PROVIDED "SPECIFIED STANDARD" OF QUALITY AND WITH DIMENSIONS OF THE PROVIDES EQUIPMENT WHICH DIFFERS FROM THE CONSTRUCTION DOCUMENTS, CONNECTIONS TO VIBRATING EQUIPMENT AND LIGHT FIXTURES. CONNECTORS SHALL WITH BLANK PLATES TO MATCH INSTALLED WIRING DEVICE PLATES. SPECIFIED MATERIALS FORM THE BASIS OF THE DESIGN. THE ASSOCIATED WIRING AND CIRCUIT COMPONENTS SHALL BE CHANGED TO T & B SERIES 3100. PULL CONTINUOUS GROUND WIRE IN ALL CONDUITS. PROPER SIZE FOR THE EQUIPMENT BEING INSTALLED. FLEXIBLE CONDUIT SHALL BE PROPERLY GROUNDED. SEAL -TIGHT FLEXIBLE CONDUIT OUTLET BOXES/CONDUIT BODIES EXPOSED TO THE WEATHER, NOT CONTAINED INSIDE PRODUCTS: SHALL USE STRAIN RELIEF CONNECTORS - KELLUMS GRIP TYPE "SR". BUILDING WALLS, OR SUBJECT TO PHYSICAL DAMAGE, SHALL BE TYPE FS, FD, LB THE ELECTRICAL DEMAND FOR LIGHTING AND POWER PANELBOARDS FOR OR LL MALLEABLE IRON. COVERS SHALL BE OF THE TYPE AND OF THE ALL MATERIALS SHALL BE OF NEW AND THE BEST QUALITY, FREE OF RENOVATION WORK SHALL NOT EXCEED 80 PERCENT CAPACITY OF THESE ALL RACEWAYS SHALL BE RUN IN A NEAT AND WORKMANLIKE MANNER AND SAME MANUFACTURER AS THE CONDUIT BODIES AND SHALL BE SUITABLE DEFECTS. WHERE APPLICABLE, ALL MATERIALS SHALL BE U.L. LISTED OR BE PANELS. SHALL BE PROPERLY SUPPORTED IN ACCORDANCE WITH THE NEC AND WITH FOR THE USE IN THE AREA SERVED. CAST ALUMINUM BOXES IS NOT APPROVED. LISTED WITH AN APPROVED TESTING AGENCY. APPROVED CC`:CJ!T STRAPS, CLAMPS, HANGER RODS AND STRUCTURAL TYPE FS MALLABLE IRON BOXES SHALL BE USED WHERE EXPOSED IN THE WAREHOUSE. SURFACE MOUNTED EQUIPMENT AND RACEWAYS - SHALL BE PAINTED FASTENERS. NON -BOLTED CONDJIT CLAMPS OR SUPPORTING OF CONDUIT WORKMANSHIP: BY DIVISION 9. COLOR AS SELECTED BY THE ARCHITECT. ALL RACEWAYS SHALL BE CAPPED DURING MOUNTING HEIGHTS OF DEVICES: THE COURSE OF CONSTRUCTION. NO CONDUCTORS SHALL BE PULLED SWITCHES 3'-6" TO BOTTOM ALL MATERIALS SHALL BE FABRICATED AND INSTALLED IN A NEAT AND PROGRESS OF WORK - THE CONTRACTOR SHALL KEEP A DAILY JOB UNTIL THE RACEWAY SYSTEM IS COMPLETE. RECEPTACLES V-4" TO BOTTOM OR TO BLOCK COURSE. WORKMANLIKE MANNER WITH THE COORDINATION OF ALL TRADES TO AVOID LOG OF WORK ACCOMPLISHED, FIELD DIRECTIONS AND EQUIPMENT TELEPHONE/DATA OUTLETS V-4" TO BOTTOM INTERFERENCES AND DELAY DUE TO LACK OF COORDINATION. RECEIVED ON THE JOB SITE. RACEWAYS FOR BRANCH CIRCUITS AND FEEDERS SHALL HAVE AN LIGHTING PANELS 6'-6" TO TOP OF PANEL TRIM. INSULATED COPPER SYSTEM GROUND CONDUCTOR THROUGHOUT THE ENTIRE H�AYy1NGS, PROTECTION AND CLEAN UP -SUITABLY PROTECT ALL EQUIPMENT LENGTH OF THE CIRCUIT IN ACCORDANCE WTH THE NEC. GROUNDING LOCATE SPECIAL PURPOSE OUTLETS AS INDICATED ON THE DRAWINGS FOR THE AND FINISHES DURING CONSTRUCTION. RESTORE ALL DAMAGED CONDUCTORS SHALL BE INCLUDED IN THE TOTAL CONDUIT FILL WHEN EQUIPMENT SERVED. LOCATION AND TYPE OF OUTLETS SHALL BE COORDINATED SUBMIT FOR ARCHITECTS ENGINEERS REVIEW SHOP DRAWINGS FOR LIGHTING / SURFACES TO "LIKE NEW" CONDITIONS. DETERMINING CONDUIT SIZE. WITH THE APPROPRIATE TRADES INVOLVED. THE SECURING OF COMPLETE INFORMATION FIXTURES, SWITCHGEAR, WIRING DEVICES AND OTHER MAJOR FOR PROPER ELECTRICAL ROUGH -IN SHALL BE INCLUDED AS WORK REQUIRED UNDER THIS COMPONENTS AS INDICATED ON THE CONSTRUCTION DOCUMENTS. OPERATION AND MAINTENANCE MANUALS: AN APPROVED NYLON PULL -CORD SHALL BE INSTALLED IN ALL EMPTY DIVISION OF THE CONTRACT. SHALL BE PROVIDED FOR ELECTRICAL EQUIPMENT UTILIZED ON THE PROJECT. CONDUITS. PULLCORD SHALL BE FASTENED TO PREVENT ACCIDENTAL CLEANING, TESTING AND ADJUSTING: REMOVAL. WIRING DEVICES: THE CONTRACTOR SHALL CLEAN, REPAIR, ADJUST, CHECK, BALANCE AND PLACE POWER AND LIGHTING PANELBQARDS_ �F CIRCUIT NUMBERS AND SYSTEM I:�`N1IFICATION SHALL BE PRINTED ON WIRING DEVICES SHALL BE SPECIFICATION GRADE HUBBLE, ARROW -HART, PASS & IN SERVICE THE VARIOUS SYSTEMS SHOWN ON THE CONSTRUCTION DOCUMENTS. PANELBOARDS SHALL BE DEADFRONT DESIGN EQUIPPED WITH BOLT -ON QUICK -MAKE, JUNCTION BOX COVERS US'tiG 4tiK MARKERS AND BE PLAINLY VISIBLE SEYMORE OR OTHER APPROVED. SWITCHES SHALL BE 120 VOLT 20 AMP SILENT TYPE. RECEPTACLES TO BE 20 AMP DUPLEX GROUNDING TYPE. VOLTAGE AND AMPERE THE CONTRACTOR SHALL PROVIDE ALL. TOOLS, EQUIPMENT AND MATERIALS QUICK -BREAK CIRCUIT BREAKERS OF THE THERMAL MAGNETIC TYPE 277/480 VOLT AFTER PAINT IS APPLIED. ENTRE JU,'�CT10N BOXES AND COVERS SHALL RATING SHALL BE MARKED ON SWITCHES AND SHALL CONFORM TO VOLTAGE OF REQUIRED TO PERFORM THE REQUIREMENTS OF THE SPECIFICATIONS AND .FOR PANELS AND PLUG -ON QUICK -MAKE, QUICK -BREAK TYPE FOR 120/208 VOLT BE COLOR CODED AS HEREIN LISTS. SYSTEM TO WHICH APPLIED. SEE SCHEDULE ON TIME DRAWINGS. THE REQUIREMENTS OF THE GOVERNING AUTHORITY. PANELS. MAIN CIRCUIT BREAKERS SHALL BE BOLTED DIRECTLY TO THE MAIN BUSS BARS. DISTRIBUTION BACKFEED-TYPE BREAKERS ARE NOT ACCEPTABLE AS MAIN BREAKER DEVICES. NORMAL 120/208 VOLT POWER - KRYLON BLACK 1601-6 GROUND FAULT INTERUPTING TO BE 20 AMP, 120 VOLT WITH NO WORK SHALL BE COVERED OR CONCEALED UNTIL PROPERLY TESTED. PANEL BUS SHALL BE TIN PLATED COPPER. BUSS SHALL BE BRACED FOR MINIMUM TELEPHONE/DATA - KRYLON LIGHT GREEN 2011-6 BLOCK OR MODULAR DESIGN. • CAPACITY EQUAL TO OR GREATER THAN THE LOWEST BREAKER SYMMETRICAL RATING CAPACITY. TWO AND THREE POLE BREAKERS SHALL HAVE COMMON TRIP, SINGLE HANDLE TYPE. GUARANTEE AND WARRANTY: CABINETS SHALL BE SURFACE OR FLUSH MOUNTED AS DETAILED ON THE DRAWINGS CONSTRUCTED WIRE AND CABLE: DISCONNECT SWITCHES: OF CODE GUAGE STEEL, GALVANIZED OR BONDERIZED TO PREVENT RUST. GENERAL ELECTRIC IS BRANCH CIRCUIT AND FEEDER CONDUCTORS SHALL BE COPPER TYPE THHN RATED HEAVY DUTY, FULLY ENCLOSED WITH DUAL COVER LOCKS, PROVIDE WRITTEN GUARANTEE TO THE OWNER STATING THAT ALL WORK HAS BEEN BASIS OF DESIGN. CABINETS SHALL BE MINIMUM 20 WIDE FOR 120/208 VOLT PANELS. THWN OR THW INSULATED. CONDUTORS # 10 AND SMALLER SHALL BE QUICK-MAKE/QUICK-BREAK MECHANISMS AND DUAL PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WARRANTY ALL WIRING GUTTERS AND GUAGE OF STEEL SHALL BE IN ACCORDANCE WITH NEMA PBI -57 AND SOLID. NO ALUMINUM WIRE SHALL BE PERMITTED. HORSEPOWER RATED. PROVIDE NEMA -3R ENCLOSURES IN WORK AGAINST DEFECTS DUE TO FAULTY WORKMANSHIP OR MATERIALS FOR A U.L. STANDARD 67. PANELS AND BREAKERS SHALL BE RATED FOR VOLTAGE AND CLASS EXTERIOR OR DAMP LOCATIONS AND NEMA -4 ENCLOSURES PERIOD OF ONE YEAR FROM BENEFICAL OCCUPANCY. OF SERVICE TO WHICH APPLIED. PANELS SHALL HAVE LOCKS AND KEYED ALIKE. PANELS ALL COPPER TAPS AND SPLICES ":O. 8 OR SMALLER SHALL BE FASTENED IN WET LOCATIONS. PROVIDE FUSED AND NON-FUSED AS SHALL BE SUPPLIED WITH BAKED ENAMEL FINISH BOTH CABINETS AND FRONT, EXCEPT FLUSH WITH WIRE"::IT CONNECTORS. ALL TAPS AND SPLICES LARGER THAN NO. 8 INDICATED. PROVIDE WITH REJECTION FUSE CLIPS ON FUSIBLE AS -BUILT DRAWINGS: PANELS SHALL HAVE GALVANIZED CABINETS. SHALL BE MADE WITH CO; ER KEYED HIGH COMPRESSION TYPE CONNECTORS. SWITCHES OF 30A TO 600A TO PREVENT INSTALLATION OF AN APPRC'.'"0 SHRINK S' LEVE TO EQUAL INSULATION RATING OF THE NON-CURRENT LIMITING FUSES. KEEP TWO SETS OF WHITE PRINTS ON THE JOB SITE, AND NEATLY MARK UP CIRCUIT BREAKERS SHALL HAVE A MINIMUM OF 14,000 AIC RATING FOR 277/480 VOLT WIRE SHA'.L 9E USED TO INSULATE SPLICES. DESIGN DRAWINGS TO REFLECT MODIFICATIONS AND ALTERNATIONS MADE TO THE BREAKERS AND 10,000 AIC RATING FOR 250 VOLT RATED BREAKERS. CIRCUIT BREAKERS FIXTURES: BASE DESIGN AS A RESULT OF OWNER DIRECTED REVISIONS OR COORDINATION SHALL BE OF THE SAME MANUFACTURER AS THE PANELBOARDS AND BE U.L. LISTED FOR ALL POW -7z SEEDERS AND BRANCH CIRCUITS N0. 10 AND SMALLER SHALL FURNISHED COMPLETE WITH LAMPS AND ALL NECESSARY TRIM AND MOUNTING FURNISHED WITH OTHER TRADES. THE PANELBOARD. BE WIRED 10+' TH COLOR -CODED WIRE AS HEREIN SPECIFIED. POWER FEEDERS HARDWARE AND INSTALLED AS SHOWN ON THE DRAWINGS. FIXTURES TO BE FIRMLY J;�3V10E INR�UPTIQN AND UTILITY: ALL PANELBOARD CABINETS SHALL HAVE A SYSTEM GROUNDING BAR BONDED TO THE NO. 10 A`D LARGER SHALL EITHER BE FULLY COLOR -CODED OR SHALL MOUNTED, USING STANDARD SUPPORTS FOR OUTLET AND FIXTURES. LAMPS SHALL ANELBOARD CABINET FOR CONNECTION OF SYSTEM GROUNDING CONDUCTORS. THIS BAR HAVE 61-A"K INSULAT10N AND BE SIMILARLY COLOR -CODED WITH TAPE OR HAVE 30 DAY GUARANTEE AFTER FINAL ACCEPTANCE OF THE SPACE. COORDINATE'WITH THE OWNER THE.INTERRUPTION OF SERVICES NECESSARY TO SHALL BE MECHANICALLY AND ELECTRICALLY ISOLATED FROM THE NEUTRAL BAR. PANEL PAINT I"; ALL JUNCTION BOXES AND PANELS. METAL HALIDE BALLAST SHALL BE AUTO TRANSFORMER, HIGH POWER FACTOR WITH ACCOMPLISH THE WORK. FRONTS ON FLUSH PANELS SHALL HAVE COMPLETELY CONCEALED TRIM CLIPS AND DOOR 120/28 VOLT - BLACK-RED-B`�U�� (PHASES A -B -C) RENEWABLE TYPE FUSES IN THE HEB HOLDERS. VOLTAGE SHALL COMPLY: WITH HINGES. MOUNT TYPEWRITTEN DIRECTORY SHOWING THE ACTUAL CIRCUIT NUMBERS, TYPE NEUTRALS -WHITE OR NATURAL GRAY .KIK THE SYSTEM TO WHICH APPLIED. IDENTIFICATION: OF LOAD AND ROOM NAMES ON INSIDE OF DOOR. PROVIDE A SECOND PANEL DIRECTORY TO GRO'jND - GREEN - BARE OR GREEN WTH YELLOW STRIPES. THE OWNER'S MAINTEANCE DEPARTMENT. FEEDER CONDUCTORS SHALL BE CHECKED SWTCH LEGS - OTHER THAN THOSE UTILIZED ABOVE. PROPERLY LABEL ALL PANELBOARDS, DISTRIBUTION PANELBOARDS AND SIGNAL OUT TO ESTABLISH THE ABSENCE OF SHORTS OR GROUND, INSULATION VALUES, ETC. ALL DISTRIBUTION SYSTEMS INCLUDING FEEDER CIRCUITS. PROVIDE TYPED PANELBOARD CIRCUITS SHALL BE CHECKED FOR SHORTS AND PANELBOARDS SCHEDULE VERIFIED FOR SCHEDULES. ACCURACY. HVAC CON 'R OL SYSTEMS. MINIMUM 3/4" EMT CONDUIT SHALL BE INSTALLED BY DIVISION 16 EQUIPMENT AS MANUFACTURED BY GENERAL ELECTRIC, FOR ALL HVAC CONTROL WIRING. CONTRACTOR SHALL COORDINATE SQUARE "D", CHALLENGER, CUTLER -HAMMER OR SIEMENS. CONTROL WIRING REQUIREMENTS W4 14 THE MECHANICAL CONTRACTOR. 3/8/99 SHEET �,-GRANT ENGINEERING, INC. E-5 CONSULTING ENGINEERS . ' 990 BENNE" AVENUE, WIMER PARK. FLORIDA 32769 tEL: (407) On -2277 � FAX: (407) 629-2253 / EIWL• ORAMENOQOAOLOom OF AA 0000606 CAI ON P4 0m P. P4 H a 0 3/8/99 SHEET �,-GRANT ENGINEERING, INC. E-5 CONSULTING ENGINEERS . ' 990 BENNE" AVENUE, WIMER PARK. FLORIDA 32769 tEL: (407) On -2277 � FAX: (407) 629-2253 / EIWL• ORAMENOQOAOLOom OF - I_ — L — J ' I I - all I (4) 112" HOSE BINS L — — I—{ — —� ® 6'-0" A.F.F. 0 I I I — ( 3/$" MIN. AIR A.F.F. SERVICE 1 0 P,SI.. II I I I I I = 05 ' A. _ I AIR COMPRESSOR 0 4'x 2' H. (BY OWNER) I SAND INTERCEPTERI o I TANK 3/4" FEMALE CONN. ® ll'—O" A.F.F. FOR RLIVI ION k5���� I Q�p � —�' 1 -1/4" FEMALE CONN. POINTED DOWN AND COQ � �� ■! SECURLY FASTENED #e • 3/4" WATER LINE TO WALL STRUCTURE \ I I ® 11'-0" A.F.F. CSD 11'-0" A.F.F. I 3/4" FEMALE CONN. o ,,o ( _ STORAGE( =I 3/$" MIN. AIR SERVICE 0 1-o" I I ® 2'-0" A.F.F. FOR I I ROOM AUW-1 WATER SUPPLY. 4,,ry —_ A.F.F. (100 PSI) RLIVI ION k5���� Q�p � —�' COQ � ■! • 3/4" WATER LINE \ I I ® 11'-0" A.F.F. I 3/4" FEMALE CONN. = I I ® 2'-0" A.F.F. FOR I I AUW-1 WATER SUPPLY. � I J � I . I . a , ENTRANCE CONSOLE �-- RLIVI ION k5���� - ! v .:.-.-.r ,. r ,.-m -.- 1 �S ,P , i - L " r; _. _ �., ., _ ._ _.. , -•' f. r m x. ,, r Irv. , :h. r. trm ,,. ., Y , .: .:. .,. .. ., , :.' ., ,,. '.: ..I'� REMARKS ,I h I , � � � � . , � 7T , , �, 1 . t - I I - "y NCTf X JU ON BO r. ,. ,... ,.'. ,., , .. .r. .. •;' r, 1. r I . . EM I x ' .I .1�,'' - I 20 AMP 220V 4, . __ . MAIN DISTRIBUTION PANEL • : h I 11 .. ' AFA-2 ., ,.'. t.. ,. , a.,, f h ..-. ., , .: .f ,. ., ,.. ,:'� .. :' .,. .::: :. , ,. , ::. , ,' .. -__ ___ - ., ...:. ,,..,. , ,: r �: r :,., r .,. .. ,. x.. .",. �. p.,, . ,. , .., ., :, .. :- ,. .a d Y 4 k �11",,' ITEM PART No. DESCRIPTION - QUAN, II , ., i;.V;.!t�!�:1��II�!I, „ . :; ;t' 4 ' r , , ;. „ : ., „ ,. , 1. ., r II -.r Fa y ..,. e. ., : ,.. :..:. .1. r „ r : I:L i^ I 11 -, ;_ 0 D-TAB%E LECTRlCAL L A L � l , I .,: . !. '"II l,,,�.r .'�. ��,� 1.1L ��I r:14�,� . . "I • TO MDP . I - I�, I ,N . , r , I.. ,I , , .. , , .. ; z , al� ." . "• , ;, ,,_,:. , 11 11+ . . ' ��,��1.:.�",,I,I..�' " 70 AMP 220V . / IN 1/2 C.: - k '. "r' i SUGGESTED BREAKER SI7lE '' (ENTER,'STOP, BACK-UP � aTEM :: , ,, ; . , QUANTIT HP PHASE REMARKS { *• , IV .:L sem'?r t „' ck EXIT, WAX.) I /2 V 208 30 4600 a �1 � .. „ 1 ;. ,, , 1I A T G ASH MO OR RW . ; I 15 ' ' 60 AMP 30 AM P , $ PH ;r .. ,.:, : " UUHEEL:U�ASHER ; I 5 20 AMP 10 AMP 3' PH 0 , , ' ,.,', . r „ , - ' . � BACK-UP BELL HOSE I. R.d. PUMP : I; , I ' ',;. 20 AMP` 1 PH - - __,__._..__,_. 11 .. , r _ R.O.''RE1`ESSURiZATIO I, 1 20 AMP: I PN ( I;�II1I , ,, , , � 3PH DISC. .� f I L, v , � . �"r "._L,� AIR COMPRESSOR I 5 40 AMP , I PH (VERIFY WITH OWNER) : . , I , ,j ". k, I r " I � I I I .. �: I -, , i f t . . . I � i ',I "" "' '� ,1'I, ��;, � '. . �.I II I I En � , �� � _,:,',, , " r; �� I - REMARKS ,I h I , � � � � . , � 7T , , �, 1 . t - I I - "y NCTf X JU ON BO . I 11 ITEM QUANTIT VOLTS/AMPS r PHASE REMARKS FI , I � � , r I � � � I r I . � I , � � � � . , � 7T , , �, 1 . t - I I - I , r I ''.-I ., " �� I"1. .1 .. r 1 ,", �.1:,,,, ; .,�1, .I 1, '`I'., :,I,," I I ,, ,. ,. I I . THESE ARE SUGGESTED BREAKER SIZES BASED ON TYPICALLY USED EQU PMENT. •,VER IFY �'I I" I . I . . I . I . I I I � I J 0 L I I I :� 0, �,�I .:, . ' ., I EQUIPMENT LOAD REQUIREMENTS WITH ACTUAL EQUIPMENT USED. ,SIZE ELECTRICAL SERVICE : . I I � �� . I I NCTf X JU ON BO . I 11 `' 1 0 JI . -. I ACCORDINGLI'. I . . EM I x ' .I .1�,'' - I 20 AMP 220V 4, . __ . MAIN DISTRIBUTION PANEL , I IH FUSED DISC, AUTEC CHEMICAL INJECTION PUMP t APPLICATOR FOR CTA, PRE-SOAK OR DRYING AGENT I 4 AFA-2 1 CONNECT POWER CIRCUITS TO R,O. CONTROL PANEL ,. t> ;,;r' �+ •+', ,1 !, 2 -__ ___ - AUTEC UNDERCARRIAGE WASH 1 L.I4�,.L II. ' `` , Ii ' " ' .+..... MITT CT F ER RETRACT (ORE AND AFT), ON -BOARD RINSE, VEHICLE GUIDE RAILS, TANK THRU (2) NEMA "L6-20 RECEPTACLES, , �r:,. 4 k y Y ITEM PART No. DESCRIPTION - QUAN, II , ., i;.V;.!t�!�:1��II�!I, 2 •12 «GROUND .I ..�1�,, , ` 2 ❑ 11 � : � I I� 2" .L.� I I I IN 1/2', .IIr r I/ I,I- I:L .V� a -, ;_ � l , I .,: . !. '"II l,,,�.r .'�. ��,� 1.1L ��I r:14�,� . . "I • TO MDP . I - I�, I . 2 016, + GROUND I.. AUTEC MAIN CONTROL PANEL t ^" ' '.:," z , al� ." . "• J 115V, SIGNAL LIGHT 4 I . . . ' ��,��1.:.�",,I,I..�' " 70 AMP 220V . / IN 1/2 C.: (R.O.,CONTROL CIRCUIT) k '. "r' i :• ,� _' LIi '' (ENTER,'STOP, BACK-UP 1 II :1 .II1.I...1 (PH FUSED DISC. ,I .I I� II: { *• , IV V1y , ck EXIT, WAX.) I ,. , � I '1 1T III ,�, '.,I ��:L r:I,q,t��I:�I::.,1�I1;��.,I ,"1I, .I.I ���I:.�i:!�i�ii� '.�.L I 4 • ,, .I , . 2 012 «GROUND R.O. ,I i, vIL,� a �1 � .. „ 1 1I I1 ,1 ' "�,�4., 4r1 ILL IN I/2' C, PC-3000LP/4P CONTROL PANEL TAE �.L N1 YI 1i ;' '', . -_ . . I . . I ,, . : � , I�. 1, �,,II1 ;: .I�1 '?I.I, ��, "•:'. WALLOMOU TED RO,DUNIITT FRAME . . T> mo- I , . . . �.I '�I I� �.+'�I. I,.E 0 � BACK-UP BELL HOSE I. . ', , I . r,� ,� ,I.L ,�,,.1 ..... :I.'.LLrL1.,�, .,1� � . .I . + , 1 •• POWER WIRES TO JUNCTION BOX J AN BE RUN IN SAME CONDUIT - .. I1 1I .�1..� ,. � IL.� IIIl.I .'. I. I, II to _ __,__._..__,_. -_-_.__�- , r _ \ _,_ � / \ . I ,, . I�II 20 AMP 208/230v (SIZE CONDUIT PER CODE). .1 ( I;�II1I SWITG , � 3PH DISC. .� f I /TREADLE / 6 / � . �"r "._L,� . , I -�I.' .� L.� • 3 •I' •GROUND ILL I � i ',I "" "' '� ,1'I, ��;, � '. . �.I II . O TIRE/WHEEL WASHER POWER IN I' G. -p@�)I03-10 I , .1 j�L'I� ,-LI�,.,�i ,1. . .. I I I rCROUND .I IL 1. II�1i�I I 1 r-11 I A " I � IIr,I.; .i� r I IN I' C. �..I. I-. POWER SUPPLY FOR 5 HP . I , IILII.II. II .,"� ��� ,.L IIII.L.II...4. , HIGH PRESSURE TIRE/WHEEL I-%-b� I WASHER - 20 AMP 220V 3PH II..II i, rI I ,. .: "1.LI� �l,, TO MDP SUPPLIED BY AUTEC � I I, �I�. L'r 6 ;-( i 1 ♦ :, ,_ ., :..: . III -' I _ �a I_ - , .1 r I .. ' �./ I CL f Ij c. . j . . L�� ' 4 •16 IN I/2' C. ^-0 TREADLE SWITCH AND BELL SWITCH LrjrI I I , .' I'.'. I .4, I, � - .. r i I, :.1-�:�, �. %,' .I .1 60 AMP .208/23Ov 3PH`DISC. r.I.I 6 16 + GROUND SIGNAL LIGHT -INSIDE I • . ,'L �I �,�I.LI,,, (IF REQUIRED. SEE IN I/2' C. LI .-I1, I i - --_ _' ,. r��II NOTE •3) I \ 1 I L11�,. IiIL 3 '16 + GROUND SIGNAL LIGHT - OUTSIDE "I: i i I I - / ( / , �� 1 ,:.�, IN 1/2' C. L I I 12'-11' . I 1, +; j IL:I / 6•I6+ GROUND CHEMICAL PUMPS _ J .L I i 14' -II' � • Z'� �� Z,. IN 1/2' C (QUANTITY OF 4) i ' -w _LE . ..L AUTE �I I / / � ,. p Im,41N 2.10 IN I/2' C. /LII -_ .L:'.,,�' I � %�,I �,j, "L. ,�r� CONTRO / PANEL' O UNDERCARRIAGE WASH lUCW) I 2 � . , � ' L :"I I'. 'L �I r�I�I,., .1.',�,. 1 ,' , � ,I. . .I:,I r"��. ..II I 2 •16 IN 1/2' C. O ENTRANCE BELL SWITCH - - - - ._ ----- -- I. , � I. , 1 I�,L -. . L. .. , I I� 3.I t 1 ' �_L_ L ' �, I�Ii:I: 1i, ,-, :�., ,1 I1I��I�I 'LT L�. '8 GROUND I _.Q�y_ ____ w --',co,_I 1 I I , ', , ,�' ,1�; �' ��11 .�.�_ :, .L L',� t,.'L I � .1L LI ;. �I �" IN 11/2' C I D `i�w- ,.,� �.,I, �,� ,. .I 1L + I O CAR WASH POWER � AC/DC CONTROLS � -1 + -- r I .I ' ' �' •4 «GROUND 24 •18 « I - - 3 1 . �_ ,�,� L"".L.I �:�1;I�i1I:!I�1I::I��:� L_.I� ..L�.�. � I ' • : IN :I I/4' G. I.I 6 022 SHIELDED C7 � 1.,, ILI�' .: DG CONTROL WIRE �___. `' . _ _.a _'EAt11�CE DELL NOSE � :,.; .. IN I I/2' G. . I ', j%'� . TO MUP � I T , • ;; d d. L � ..�� �' I . 1 I,, 10 916 CONTROL l. , � .. ENTRANCE CONSOLE i , ,� .L� WIRE IN I/2' G 1.;I .�:.,� . I L l .1, ..I.I .. ' k . :.I 15V. SIGNAL LIGHT IRED, GREEN) . . , , "1:'." , , , � 1 - CIRCUIT DIAGRAMS ..I,�,. ��, 3'- = Ir -0' 4'-� .. ,1 � l,,.�I L L . o , - �� - � + 1, " + -, � r", � I'�., � . � ' I�,: ,� L1 ',�' .' ,, ',, I, I�:" L�..1'_ ,,�.I I.�III i I . +. . .I� . 1 . + . r,,I L1 .I ,I '':- ,IL .�II III %., II II� I. . II 1 r ©. 0, 4'O - D .. ACS -I ��I ,�'"I�,1I is . ! .1� . � - ., 1,.:L. I� I-, 1�-,, I,1,,�I ,��",1 4I.. .I ,: 1 I I "I I . . � r , r. �,,, .L ,�� 1 ENTRANCE CONSOLE • . I____ 1I i�I:I�1I;�� I1 1�4 .II 1 GENERAL NOTES: r� 1.r�I;�. I" _ __ ___ - L,,'I� I � A ' 'L� ,', 1I r.I �. . . I ''ALL WIRING TO BE IN CONDUIT. WIRE TO TREADLE SWITCH TO BE , '� . .4 + � �:� �� ,, ,I, �I, Iff I' I ;IN RIGID CONDUIT. I , rI �,1I /6 " L": "+ 1� �/ 4�'. 1` ;": ' I L(I ...�I"I�II , r 1 , �.�� '�Il��� ''I 2; `ACL JUNCTION BOXER TO BE WATERPROOF TYPE (SEE SCHEDULE FOR SIZES). NTE: : , L,. ,:: ;, . ,. :I L ,I�L� . , �3 !`60 AMP 208/230V '3PH DISCONNECT REQUIRED ONLY IF MDP 15 LOCATED M ,+ . I. I .' ,I1�II , I ' .1 "� -' . % SEPERATE AREA OR IF MDP 15 MORE THAN 50'-0'` AWAY FROM 'AUTEC' MAIN 5' MIN. THK, x 2 -6 x 2'-& Li. ���IIi . . CONTROL PANEL. (VERIFY W/ LOCAL CODES) j I REINFORCED CONCRETE PAD FOR MOUNTING r,1,'..I ' ,, ; r� �I ,,III� ,.,... .. 4, `ALL- WIRING ;TO BE 'THHN' OR EQUIVALENT: ; � 1r IIII. ENTRANCE CONSOLE - (BY CONTRACTOR). �:�.�L.� � . _. lI ,I L"1 1,,l' II : 5, ,ALL ELECTRICAL AND PLUMBING CONNECTIONS ARE THE RESPON5I5ILITY OF THE ;� ILL, L, 1 ; OWNER AND ARE TO BE MADE BY OUALIFIED PERSONNEL. ," _I",�,r L. I- �L , ' ` ",' I L ,,,'ALL MOUNTING HEIGHT DIMENSIONS STATED ON THESE DRAWINGS ARE TO THE II' I , I �,,1, ,,_� II LI I . BUTTON OF ITEM. , I �. �4,l, - ,. , ! �- ,� l� -,�. :;.. -"Ir-, . I ,, I+.1 I 1, DOOR HEIGHT OPENING MUST BE ll-CMIN. I . I,r :! 1,I� �.,I .I, .I •,:: ;' •; , � �.,:�, .," ��� �'L,, ,�'I: ��I ,.1.,._;, � , 'a ' 1NSID HEIGH G "A CE MUST II'- '- IN �.,', E T LE RAN BE 6 . M �, I. I �III�� �,,. L , , , , . ,. �.:. '; ' �, ,� �- ,;r. :;.. I;1 +�� ':II,�1 I .r�+II II. I.III ♦.,., , , ,. . , 1 (N T . - , >- .: 3.:, X311 LD G BY O HERS. I,I II I� L- I. 11 , ��1�� +"��,,! -. - :. * �"� .II� i.I ,�I'1.II .�1/�"o , �44. �1L, ,�I1 LX/�I, �I ,�I". %I ,:: ._I.II p.I ,,r o,. ! , LO��L,�I 1 i ,, , . - . L ILI :, ,, �. .� ,I 1 , . , , , r :. :;' , , . ' ,' r „ -- NOTE - I� , �' �II �:.,1 Il� ,1 ,.II :. II.:,I..LR . I II ,I , ' ,� ,�I.I.,I 4 IL� I, �" r I . LI. I THE INFORMATION ON THIS DRAWINGJS S .,II , :1,� ,I* ,ALL -REQUIRED ELECTRICAL. AND PLUMBING ITEMS ARE TO CONFOf,1 TO STA ", E 'S.' ND,LO , PRESENTED AS A GUIDE -.`AND ,:REFERENCE -.+I -;�.",,����I����,i+7i��;i.�!�rI��Ir,�,`.I1Ir,,I��.I���:�.;,.�1,.. ..', 1A � .'� t, �',+ "LLI '�I ' '...r ;� . ,: . L�' ., ONLY AND IS SPECIFICALLY NOT FOR �LI�_ L . ti, ,;_ . I ,, . I , ,, , ,., .q' .II.� '1 ,"�,,,� , �., ,,,, �,' .`:' , ,. ' _ , ,. II r. , I���_. I N CONST U T 0 R C !�,,1 .� �I r , ,,r , . ''� ,' :::: t ,: , , . . , , . . '., L'�IIL .. , ,. L, . : , �- , ._ 7 ro ,. �mu ,S�,>�I.II ;�,.II ,� , ,. ;: ,; , L � ,•' . , ,I I �, .LI I , ,�- ; � �.�l1,1 �]I :�L,,; ,, �� '� ., I.� ' #. . , �, I4I I I. . .I. ,; : . l I : L � , , � � : ,. „' r ,ILI �,I11. ..I II.. +� II. I ;Y ,'- ,-�.:I.,")�.I,'- ,L, �� -1I, ,-.L .• , . � � , 1 1,..-. LII :II. �I .II ,: .� , , .. .• . I. L'- '� .I ,1I I , .: . , .x, r . ,,. , • ,% ; I _, �, .,,. �.: v . , :.. : � : 1: . , . . „�. ., ,. ,•. r • L ,,. :..:. n • •' ,. , .,,, , - ,: . , ,.. , ,. �,,. - ;,', ,.. tf .. .' "t ,. .. , , ., . �. . .. .z , . .., .. , r n ... :. , 20 AMP 3PH 220v POWER SUPPLY FOR W451 -I PRESSURE TIRE AND WHEEL ''_04541=R_ 10' X 12' X 8' • 4'-6' AFF. 'AUTEC' P'.'•'ti C'CITROL PANEL 30' X 30' X I0' e 4'-6' AFF. JUNCTION BOX s I'-6' AFF_ F02 E40LE SWITCH AND BAC<-t;P HELL 50TCH. 5 CAL. CHEMICAL MIXING STAND (TYP.) (1) JUNCTION BOX FOR CHEMICAL FEED PUMPS. LOCATE s 6'-D' AFF. Lo (1) CCP44. FOR SOAP PUMP - (1) C"KN F^Q POLISH WAX PUMP 11? S,fv,iN, FOR DRYING AGENT PUMP (1) C.'*'.:',_ FOR CTA PUMP .'C Yc 2.'Cv. IPH SERVICE * ='-C' .^.FF. F^R RO. REPRE56URIZATION. G -a 220V. [PH SERVICE i s- : ^,. AFF. FOR R.O. PUMP PC-30DOLP R.O. UNIT CONTROL PANEL LOCATION (MOUNTED AT FACTORY) L i , � . . . r I SY B M OL SCHEDUL E SYMBOLDESCRIPTION DESCR P ION REMARKS INO. REQ -0. J 0 JUNCTION UN BOX 2 X 4 X 2' S Vl '. W NCTf X JU ON BO ' 4'X4'X 2 `' 1 0 JI JUNCTION BOX 12' X 6 12' X ' I I 1 EM CONTROL PANELS - 3 MDPT MAIN DISTRIBUTION PANEL SUPPLIED AND INSTALLED BY ELEC, CONTRACTOR I - ' a , n. . II c -< cq I . Vl '. W 0 • II 0 Z ,"^ 1, .4. I ::� I Z I`� - . �Oy x V : 14'• 44 X a -� 12, 12. A I W, Z W E- I - . __ _.__, _ __ LED c 2 w READOUT I o 4 TOKEN E" r. __ _._. _ SLOT t . 1 w F. KEYPA RETURN E-+ w eD _ WEATHERPR F 14LOCK PIN x F O 1 ATH I CONDUIT U (A `f' WEATHERPROOF ROOF JUNGT RPP4 K A �" W W BOX l BY CONTRACTOR)♦ ; JUNCTION LOC GU R VAULT � Z LOCATE ON OR BEHIND a� ( BOX 4�DOOR ��"'� W O Ir"rf CONCRETE PAD. t9 0. O 15• Z 9'X9'X�' � d) I � BASE PLATE REINFORCED CONCRETE-- _ _ _[ P4"' PAD (BY CONTRACTOR). f I 1'-3' -- = � , �- 2'-O' MIN, 2' -Io' -- �_ �, LEFT SIDE ELEV, FRONT ELEV. 1/2' - P-0' 1/2' - 1'-(D' e t . . . . . " METRIC VIEW NO SCALE JUNCTION BOX is 10'-O' AFF. FOR CARWASH POWER + AC/DC CONTROLS. . zfl JUNCTION BOX FOR AUW-I s I'-6' AFF. `- JUNCTION BOX WITH BELL SWITCH s I'-6' AFF. ANEL. ;C FT.) r--^-,cj !OF'TICNAL) • 1 1 : l ►: ► _ • • V S� s a II II 5 HP TWO STAGE AIR COMPRESSOR w/60 GAL, VERTICAL TANK -15.0 CFM (BY OWNER) 1 ' I W )L 158 GAL. CAP. PRECAST CONCRETE SAND INTERCEPTER !BY OWNER) 1 9 0 • II 0 I . 0 .4. 1 ,. - • . ol a 5 AFA-I AUTEC CHEMICAL INJECTION PUMP t APPLICATOR FOR CTA, PRE-SOAK OR DRYING AGENT I 4 AFA-2 1 S� s II 5 HP TWO STAGE AIR COMPRESSOR w/60 GAL, VERTICAL TANK -15.0 CFM (BY OWNER) 1 ' I W )L 158 GAL. CAP. PRECAST CONCRETE SAND INTERCEPTER !BY OWNER) 1 9 • ,,'.; � u, , 0 I SPOT FREE RINSE SYSTEM - 3000 GPD - WITH 2 CU, FT. CARBON FILTER AND I , II 5 HP TWO STAGE AIR COMPRESSOR w/60 GAL, VERTICAL TANK -15.0 CFM (BY OWNER) 1 ' I 10 158 GAL. CAP. PRECAST CONCRETE SAND INTERCEPTER !BY OWNER) 1 9 PT -305 305 GAL. CAPACITY POLYETHYLENE STORAGE TANK - .34' x 82' HIGH 1 8 1PC-30WLP SPOT FREE RINSE SYSTEM - 3000 GPD - WITH 2 CU, FT. CARBON FILTER AND I , I HP REPRESSURIZATION PUMP ll(o GPM is 40 PSI OUTPUT) - BY DEALER I ACS -1 AUTEC/UNITEC CONTROLLER (CODES t QUARTERS) w/POS 4000, STAND < SPEAKER 1 6 AEB-4510 AUTEC BLOWER MODIFICATION e2 / 5HP ON BOARD BLOWERS) FOR AES-45CSR WASHER 1 5 AFA-I AUTEC CHEMICAL INJECTION PUMP t APPLICATOR FOR CTA, PRE-SOAK OR DRYING AGENT I 4 AFA-2 AUTEC 4 HEAD, 2 CHEMICAL POWER FOAMING SYSTEM (W/PUMP t SIGNAL LIGHT 'WAX') 1 3 ATWC-2 AUTEC HIGH PRESSURE TIRE AND UJ14EEL CLEANER W/REMOTE CHEMICAL APPLICATOR 4 FUlP I 2 AUW-( AUTEC UNDERCARRIAGE WASH 1 I AES-45rSRXH AUTEC SOFT CLOTH VEHICLE WASHER -EXTRA HEIGHTt STAINLESS STEEL WITH COM E1IE MITT CT F ER RETRACT (ORE AND AFT), ON -BOARD RINSE, VEHICLE GUIDE RAILS, TANK HEATER, EXTERIOR LIGHT PACKAGE l2-LIGHT5), INTERIOR LIGHT PACKAGE e4 -LIGHTS), . I SOAP FORMER WITH PUMP, LOW PRESSURE SWITCH i SIGN PACKAGE. ITEM PART No. DESCRIPTION - QUAN, , EQUIPMENT LIST y r., U ry 0 City of Santord MOM COOS in Oft l; Stan mAWjnq Code 1997 ed. Stmodard MYNOO QA1997 at „ stxtv�dt�ird Machanftt OOdt 11997 ed. .;6 Ejectical Code 1996 ed. See bode AMENDMENTS rL Accessibility Godes 1997 FL Fttargy Coda 1997 an y rrM, id 25 I T4 '1�3i�A ANY 4f TME t, '4 R 1ALL rta�fivra9 f Pu1lii>v� "�i�1V Yf3f rZ*0�CJ-Mt#itG i✓' , 1 r S RE , �`" K M' +K...1 �r CITY Q_ F "FINISHED FLOOR ELEVATIONS" Must meet city codes for finished GC V floor / slab elevations or provide elevations approved by city .: engineering dept. for subdivision elevations to prevent flooding . i.. .,:i _ ..w• Stuff'.: eJ..v'hw 6Mk:1179e M. • :.Aw* J .x"i Kwh,'8 , A I 4