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HomeMy WebLinkAbout4051 W 1 St 01-1173, 01-1213, 011215, 01-1174, 011592 New construction Stor A Wayrjm�& a gin'I 1w 1I BLDG 6 I ST' OY 000' SF E 21, 25 1, (FF ACH 21 000 SF) PHASE 1I (, I 1 b FUTURE B GS AS MARKET DI 'ATES 100' 5,0' R- p I rnkAuP'PrIA 6- FLORIDA STOR—A—WAY ' W vNC) ��jjj Z CLIMATE C 1611111 �Tl 11— LLED 11i"I'VAREHOUSE STORAGE d'i� z� Q) 22 0 E 00, o 20 c. �,3: r 0 ....... Ta"m 3) Q) 0 0 z 4y U N "3V E E EXISTING MEDIAN OPENING IS TO BE CLOSED. REMOVE EXISTING PAVED MEDIAN OPENING, GRADE & SOD. 2 6 > S R 46 EoUt 11) -6 E 0 m _8 Q) 0 LLI I- -cQ E -Ell 8 A; SO Q 0 ago rg, . 3 02 in m apE H 0 c: Cl- (D LL x R bIon E m 12" 8" - - -:.5 U-)) - 00 wu - 0 C) 0-2 D ;. t. (-5 a- Q) z Inn' �An(70 R/W 7 -a POOL —11,V1j%J X IJ "'J", ? I P41 Co. 10; .. . ....... IL T8- 12" —BASE SUB BASE RIBBON CURB DETAIL W/IN D.O.T. R/W t � = s , - N 0 0 > mom z� •E. 0 > CO -wz� �-. C2 6" 2" #3 RE -BAR '3 ` 0N F) IF 3" '6 LD 8) "-(0,) E *§ -� El or-, 250OPSI CONCRETE - - a - 1-31 21, 0 '1) -0 2 CL m Fa -2-2-2 -2 cu 4"(TYP: U 0- (5 -r- -8 -2 M > CL SUB BASE L M(D 10 2 F-- 0 b, 0 w -2 0 EXTRUDED CURB DETAIL C3 nT-0 t-: co m - A AG/FUTURE COMMERCIAL PD 10, J; REALTY 12" —i 1 1-2" R Co. NOTE: HANDICAP SIGN ONLY) 1. ALL LETTERS SHALL BE BLACK AND 1" IN T7 ram—= HEIGHT. LETTERS ARE TO BE SERIES WALL —A* (0 b BLDG 5 I ST RY 19,000 SF FF 2 7.7 PHASE 11 r L 4 J y I r 4 b t 47.� 6' �0-34'\ cl --3 0-'- 15'x25 , SO. BELL BASEMENT 15' CITY OF SANFORD CITY SERVICES E RESIDENTIAL NOTE: IF BLOCK WALL IS CHOSEN, THE OUTSIDE SHALL HAVE PAINTED STUCCO SURFACE ALL CLF SHALL BE BLACK VINYL COATED. 45' 6' BLOCK OR BRICK WALL -< --r1V/DRAI-NT HOLES TO ALLOW DRAINAGE FROM SOUTH. T u xA A X --------- — — X FENCE RESIDENTIAL x 35' 35' U-1-11VA-1 _u -" 11 1-1 I -Lj j i N. 1. . lj. MAX SLOPE 12:1 CURB RAMP SHALL COMPLY WITH ANSI 4.7 NOTE: THIS SYMBOL TO BE WHITE D.O.T. PAINT TYPICAL PAVEMENT SYMBOL FOR HANDICAPPED PARKING ANGLE OFF PAD WITH DRIVING LANE SHAI I ALLOW 3/8" REBAR - 12" O.C.E-,W. --/ SECTION D U MIP SIT 4 !75,A OF' 'Ile V"F7g,11"14 2. _7 � 0 -6- for 3. Ja-lirlclud- any "J in 6. din, _col 7. dafficD--in a,0FD0TRoadv2Yanfg 't days priof to any meet of 11,1111-M stam�,ards. 1- to s' Tmnch -fWetl i REVISIONS: r s�nsib , for all 0SHA-r&-j,;rffrwnts collr�actor shail b-c resp�ulisib and tiie-,moii w, 1. ENTRANCE ROAD CHANGE TO 24' WIDE W/ONEL ROLL GATE & POND -EXPANDED. 2. DRIVEWAYS BETWEEN BUILDINGS 2,3,4 & 5 EXPANDED TO 30'1". 3. DUMPSTER LOCATION MOVED SLIGHTLY. 4. HANDI-CAP SYMBOL: CHANGED TO WHITE. 5. ELIMINATED SECOND SWALE ALONG EAST P/L. 6. DRAIN HOLES PLACED IN BIOCK WALL ALONG SOUTH P/L TO ALLOW DRAINAGE, rlou G r7,- '41 E' 1M. j 'C:4' C) 00 00 0 EL • E 1 Q F-4 P. CD m CE: Q u- Ln DRAWN BY: J0 APPROVED BY: NEA L B. HIL ER, P. E JOB NUMBER: 99016 FILENAME: SH2 HORIZON TA L DATE: FEBRUARY2, 2000 Date Rev. J-19-01 SHEET SCALE: 2 1' = 40' If 8 4 0 NO OUTDOOR DISPLAY OR STORAGE ALLOWED ALONG SR 46 S aA'Z0'g1 • E 313.0" FOR DETAILS OF SR 46 IMPROVEMENTS SEE SHEET 4 FILL DITCH 0.04 Ac. CONSTRUCT 24"MES 1,1 h��Iiii IVY @Lra II INV. 23.80 CONST.1 8' 24"RC TYPE F.,'IN.1FT.TOP 26,50 ,Z1:Z1 92 � i:i!a• ... 26• 269 `ti° A� SOD ALL DIST _ 3rf� A AS Ij� s B PE. I'�, ,,°,., -�s� Q�� ...... _'j� � \ ,,,�.,��.','..�c.�. �� s a � � � �nl.F�.' � �Y5'r�■�':i'��r�,.__-•--.: 15 15'� 15' CITY OF SANFORD �p 21' ,y1�� Z626�A I ,. r -CITY SERVICES ErPS,Ey1_T �� �, t ��� + ' 1T� 50 R�W �- hT 2 .742. _7. I I 26 R R� 7-11 , • a6% SR 46 FOR DETAILS OF SR 46 IMPROVEMENTS SEE SHEET 4 ., 7_73 SAW CUT EXISTING ASPHALT AND II REMOVE PAVED MEDIAN, GRADE & SOD GRAPHIC SCALE o T.144' 40 0 20 40 80 x3 CPA riI�� _ 2"x8' 1'�cl bon in D I INCH = 40 FEET O i26 i CA,,..riF�i r' ..W- '. �` 77 7:5�. f \ 1 f .>. ,x o � z' �-w w >> co < { .4. I / CONTROL S' 0_.I1"K: SSE DETAIL 96 I `Z114$ 6$$ `t011 2661 L_------_'616i J I REDUCED DRIVE PO*O L FROM 36' TO 24' coo �0 69a a Z6 a� l6 �O 1.25 PVC z�16 N REALTY SERVICE Co. tit w2 'L155 `L1'k- 6 v :i v i� 'lipti1; i yoga E X.8"BLOCK WALL / 6 65 66 00;: 2$ .. 2g�3 29 _ ��'y5 BOTTOM � ti1216y 116� 21 5�11 f • Z$ ohm Z$12 , ".89 25.0 ryryti O9 (� 0 26 �� 370 1 1 /4 PVC Water Service g. ;r FIRE H &LY bb \ I ,3.. 4,WM 26o z-� - 26� s IL,q h o / 2� 1� 6 6h I o lip. 0 w ` 8 DOUBLE CHECK 21• 310 8"W_W>tp FHV. 19�N15° a b9 � DETECTOR VALVE � 2t � �, o \ / �� . 26• �o I 75 ao LLJ w Ld l 011 y NO TEMP 1� 27.5e ;s STORAGE Al I OWED BUILDING 6 ' I t PHASE II .t 65 � � 2 ,° - BUILDING' 5 I 50 i T 6 0 ig i X 19,000 S � I I21V a, 1 ti z I'SE 11 21a I v a I 551ji ' 5 � ���' ry16 210 7.91 2� 6 5 100, 2� 6 65 6 g0 • ti8� ya> �9 .� �21 s I ° a, qI, ( � � N $• �' � �2� 0 2 �2° 00 6 `b0 2� 01 �� ' � 4 1 11 B,E L SOUTH a 01 EASEMENT ��s- : 40' ' � 6 5 1 0 TI 6� ���5 �o go 1 �. `� F 10 2M PHASE I Og 6' BRICK WALL y9 ,1 � ER ENCLOSURE 2 �65 o6'B_ WALL STUCCO O 0' D BI E HUNG D�GAT GJ TYPE C INLET _j 15' CITY OF SANFORD CITY SERVICES EASEMENT TOP 26.80 Aip M�ANTAINJ 10 �a� accEss�SgR THE �caT�T''=�o - I 50' R/W I --*- THROAT INV. 23.00 6 25.60 2 IM i, 5" 3000 P.S.I CONCRETES I _ c0 "x16" CURB TYPICAL w ADJACENT LANDSCAPE ISLANDS Q T 2 �-12" STABLIZED SUBGRADE WITH FBV 40 TYPICAL PAVEMENT SECTION ON SITE N. T. S. 0. 0 va PAV 47,916CF WET DETENTIO POND T z 4'GV,NLiN% 28.60 ___....�X. X CJ 6 PHASE' - 6' BRICK WALL NOTE- 1, PHASE II TO REMAIN UNDISTURBED EXCEPT E OR WATER MAIN SERVICE CONSTRUCTION, 2, IE BLOCK WALL IS CHOSEN, THE OUTSIDE SHALL HAVE PAINTED STUCCO SURFACE 3. ALL CIF SHALL BE BLACK VINYL COATED, LEGEND V _ARROWHEAD PICKEREL LITTORAL ZONE PI ANTE PHASE 1 - 6' ALUMINUM FENCE 1 tit � 119 a TOISR46 2"PVC FIBERGLASS SKIMMER TOP SKIMMER 26.00 BOT.SKIMMER 24.50 -f 16a grid 4Y4 cn rz- _ �- - --��4w" 4 '.CGWi�_ FeNaU �ry1 2�2.9 5 ' z,bti z$:a' EXISTING GROUND ELEVATION • E TYPICAL SWALE GRADE .1161 TYPICAL NEW PAVEMENT GRADE 25-TYPICAL POND CONTOUR RFRr,I ASC �VIIMM� R (Top C.S) C.S. INV. 22.80 19"x3O" RCPA INV 9.-� nn 2"PVC CONTROL STRUCTURE F.D.O.L Type D Inlet i/Grate N.T.S. SPILLWAY DETAIL W/ENERGY DISIPATORS N`i'S -- 8" 8" Lintel Block Bond Beam with ZeBar owels @ each Vertical Bar 3 - #5 Rebars Cont. in Footer W/1 Vert. #5 ReBar @ 6' O.C. In Poured Concrete Cell 24" x12"Footer CONCRETE BLOCK NAIL DETAIL OUTSIDE TO BE PAINTED STUCCO DRAIN HOLES TO BE LEFT IN BOTTOM @ S.P/L N.T.S. POND SECTION A -A N.T.S. STC l FF 6' BRICK WAIL P/L A "r-i E ?7.5+/- L �EL.28+/- 7 EMOVED SWALE & SWAIN SECTION -B N.T.S. FIBERGLASS SKIMMER TOP SKIMMER 26.00 TOP C.S 25.00 (Weir Inv.) BOT.SKIMMER 24.50 9x30"RCP INV.23.00 2"PVC INV. 23.50 22.50 W/2" HOLE 4" CONCRETE SUMP _ 30" 36" _ OH 6" 26" 6" 411 6" SECTION ACC BEST MANAGEMENT PRAiCTICES THE CONTRACTOR IS TO EMPLOY THE BEST MANAGEMENT PRACTICES DURING THE CONSTRUCTION OF THIS SITE TO ASSURE ALL SEDIMENTS ARE RETAINED ON SITE. THESE PRACTICES WILL INCLUDE THE FOLLOWING AS A MINIMUM WITH ADDITIONAL MEASURES UTILIZED AS NEEDED: A. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED AS PART OF THE INITIAL CONSTRUCTION PHASE OF EACH PHASE OF DEVELOPMENT. B. GRADING SHALL BE EMPLOYED TO EFFECT SPREAD OVERLAND RUNOFF; CHANNELIZED OVERLAND FLOWS ARE TO BE AVOIDED. C. A BAILED HAY BARRIER SHALL_ BE PLACED AROUND THE PARTIALLY COMPLETED CURB INLETS PER FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD INDEX #103, AND REMAINING UNTIL THE COMPLETION OF CONSTRUCTION. D. EROSION CONTROL, SUCH AS SEEDING AND MULCHING OR SODDING OF ALL BARREN SLOPES AND ROADWAY SHOULDERS, AS REQUIRED BY THE ENGINEER, OR AS SHOWN ON PLANS. E. EROSION CONTROL, PLACEMENT OF SILT SCREENS/BARRIERS AS REQUIR-D BY THE ENGINEER. G. A 12" STRIP OF SOD IS TO BE PLACED BEHIND CURB AND SEED AND MULCH DISTURBED AREF TO HELP PREVENT EROSION. 1. ENTRANCE ROAD CHANGE TO 24' WIDE W/ONE ROLL GATE & POND EXPANDED. 2. DRIVEWAYS BETWEEN BUII DINGS 2,3,4 & 5 EXPANDED TO 30'1". 3. DUMPSTER LOCATION MOVED SLIGHTLY. 4. HANDI-CAP SYMBOL: CHANGED TO WHITE. 5. ELIMINATED SECOND SWALE ALONG EAST P/L. 6. DRAIN HOLES PLACED IN BLOCK WALL ALONG SOUTH P/L TO ALLOW DRAINAGE. mz �C U co 00 � � U v N U X U 0 V' t:" I W AL W o ~ , N u 1-t M .o 1� (A L _ 41 N O 3 3 W Z L0a 0 z 0 5 Ld C) W Q ry � V CD W co � di �O �UQO w a:� U DRAWN BY: JIN APPROVED BY: NEAL B. HIL ER, P. E. JOB NUMBER: 99016 FILENAME: SH 3 MASTER PLAN DATE: JANUARY 11, 2000 Date Rev. 3-19-01 SHEET SCALE: 1* = 40' 3- Qt 8 I City of ''--"nford Model Cckms in effect: Standard �iKji;. -.ling Code 1997 ed. Standard' P!uaibirig Code 1997 ed. 7 Standard Cude 199 ed. C1 M FE N TS Sea FL. k3.c 3 '1097 Fl- Erlc�,,'1.1197 NG DELI* AND CP"ONDITIONALLY THESE PLANS ARE REVIEWED PERMIT ISSUE[:) BE ACCEPTED FOR PERtAIT. A NSE TO PROCEEDSHALL 1111TH CONSTRUED 6ETO BE A LIGE NOT AS AUTHORITY TO VIOLATE, THE WORK AND op sE-r ASI I- ANY OF THE CANCEL, ALTER. 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I '' I I � .:� , , , O��VAV , , , I— 1, ­­ . A p 9 X .4t a , 3k IF DOOR TYPES o ...... . .... 31 -oil 3 I-oll 31-011 -31-011 le 3.1-011 3 ARIE5 sc"apul_E, 21 11 Q1, -2-0. 3 It ( It o L2 �,O zz, ol I f J OPNG 'SPACR:, PP DOQR,'� LICAB F9 AM R EFE� El F1' N 9 REM S:7 OPNQ NO. LOC%�� TYP9 IDTH YV HOT 'T, HK,� AT'L.- PW, TYPE: MATL JAM IL R N� No 7 f, .�r I I V —'7/ 77,17m 7 GLA ts A L U IIA4 I FR I'Aw I w '6 f ­ I I - .1. � , 4 , - I .:, , , , :, -1, --1 �,AA,A f - ' 77 =f ' --n 77 .7 x P 7 1 - t R u DRAWING INDEX S-1 BUILDING A - UNIT MIX S-2 BUILDING A - FRAMING PLAN S-3 BUILDING A - ELEVATIONS AND SECTION S-4 BUILDING B - UNIT MIX S-5 BUILDING B - FRAMING PLAN S-6 BUILDING B - ELEVATIONS AND SECTION S-7 BUILDING C - UNIT MIX S-8 BUILDING C - FRAMING PLAN S-9 BUILDING C - ELEVATIONS AND SECTION S-10 BUILDING D - UNIT MIX AND FRAMING PLAN S-1 1 BUILDING D - ELEVATIONS AND SECTION S-12 DETAIL SHEET S-13 DETAIL SHEET S-14 DETAIL SHEET DRAWN BY JSV DRAWN BY JSV IMPORTANT: THE 1 1/2" X 12" RAINLIP OR 1 1/2" X 8° RAINLIP IS VITAL TO THE PROPER FIT OF THE STEEL CONTRUCTION. CONTRACTOR TO FIELD VERIFY THE RAINLIPS IF THEY ARE NOT TO THE DRAWING CONTACT RABCO BEFORE STEEL CONSTRUCTION BEGINS. AL r BUILDING A UNIT MIX 71SIO=NSDAT� 4" 2 4" SEE STRAPPING DETAIL � 3'-4" X 7'-0"- DOOR BY OTHERS ONE HOUR FIRE WALL 4" STUDS 24" O,C. BY RABCO GYP. BOARD EACH SIDE BY OTHERS 100' L 4" X 2" X 16"X 1290 CLIP ANGLE ATTACHED TO MASONRY W/ t2) 1/2" X 3 3/4" EXPANSION BOLTS (2 1/2' MIN. EMBEDMENT) FOR ZEE BEAM ATTACHMENT - TYP. CMU WALL BY OTHERS SEE STRAPPING DETAIL -i—1 8' I I 6Z16 t6'-8" 6'-8"CMU BY 4C;6 4076 4C/6. 5' _.. 4C76 4C16 : 4C16 4'-10 " 4C1E.44C/6 4C16 HALLW Y SYSTEM AND DOORS —� cy BY OTHERS 0 4'- 10" 0 - -6G1 a - - Fe, -� 4c, s - �16 - N 5' wW : 2 o-'-'-`-'�-.-.-4.-.-. LD Q �'-2" —�— 9'-105—��-- 10' �I�- 10' 0G1 a : : 4C'16 C 6 - C16 - = 4'-10" - -� 4C7 . }- -1 .I J. -. -. 4 . /-. -.t76CI6 �IALLWL Y SYSTEM 6AND DOORS BY OTHERS C.464'-10"7666Z16 4C/6HIZ 4C16 5'4C4C164BY OTHERS I&N 6G1� 4" X 2 1/2" X 16ga 26ga GALVALUME STANDING ZEE BEAM TYP. SEAM ROOF 6 CT95' 4'-10"�ALLW Y SYSTEMI6AND DOORS 4C- 1�BY OTHERS,64C76 4C16 54C16C16 : 4C16 4'-110" 4C ALLW Y SYSTEMAND DOORS�BY OTHERS64'-10 6C--�---FIRE DOOR B41E'gHERS7676 5' (2) 1/2" 0 BOLTS - (2) 1/2"0 BOLTS 6" X 2 1/2" X 16ga 6" X 2 1/2" X 16ga CEE COLUMN 6" X 2 1/2" X 14ga CEE COLUMN CEE COLUMN 6C14 CROSS BEAM SUPPORT SEE FRAMING PLAN CMU WALL BY OTHERS FIRE DOOR BY OTHERS 4C/64C/64C/64C/64C76 4C74C76 4C764C/6 FIRE DOOR BY OTHERS 4C764C764C764C/64C/64C164C44C16 4C16�64C/616.FIRE DOOR BY OTHERS 4C;S4C764C76/6 4C/66 4C764COR BY OTHES/64C/6 4C76 4C76 1 4 HOUR CMU FIRE WALL - 28'-8 7'-1 220' NOTE: DRY WALL STUDS BY OTHERS NEED TO BE FULL 4" TO MATCH CEES - OFFICE AREA SEE DETAIL 1 (S-13) -STORE FRONT BY OTHERS L 4" X 2" X 16"X 12ga CLIP ANGLE ATTACHED TO MASONRY W/ (2) 1/2" X 3 3/4" EXPANSION BOLTS (2 1/2" MIN. EMBEDMENT) FOR ZEE BEAM ATTACHMENT - TYP. OORO'BY 61 -10" 2' � 8''"8' 1'-4" 3'-4" 3'-4" 3'-4" STRAPPING OT SHOWN IN OFFICE AREA ECAUSE T AVOID TOO MANY LINES.4C 8Z14Z16 6Z164Z16 6Z166 CN d 60 :::: 4 HBYROTH RSIR 4C116......8.Z14 w 4Z16 � 6Z16 4Z16 :: 6Z164C16 7'-9 13'-22 ... 7 28'-0,11 8Z14 1 ::: .....:::::6Z16:::....: ._ d 4C40 '.::: Z16 :. 6Z166 ......76 0 4C 6 Y6 :I.............:..4C...........4C'............... 07 BZ14 : 4Z1 BZ14 4 4 8Z14 �4C1„ D".4C'.. .. 4C71„ �G 2 z 6 1 -62 __4 5 -5 -—16'-81, 18'-104 Q V .C: ZIF1 8Z14' '4Z16: 8Z14 8Z14 w4C4 HOUR CMU WALLm -. 4C E HOUR FIRE WA L -'a 76 BY. RABCO GYP. BOARD. EACH SIDE B OTHERS AGN C76 C76. . ... . . . � . � . . . . . . . _ . . .6\G4C764C7SEE STRAPPING DETAIL166 b(G.FIRE DOOR ttY/�THER76Lc ONE HOUR FIREiWALL L 4 X 2 X 16 X 12ga CLIP ANGLE ATTACHED TO - MASONRY -W/ (2) 1/2" X .3 3/4" EXPANSION BOLTS4C;6 G�A4C4C7629ga: -I&PE 'U"HORIZONTAL GALVALUME PARTITION PANEL C76G1G C76C76C6i J• _ ... �.G76.�4C76 63 i. — �4C76 �G� G—¢ - - C76 �4C76 -4C/6 wW4 �G r o _41C76G 16 1610' ---5' --- �1 Li j 5' -� �--10' 4C74C764C766 6 6 .. �1 15 . �1DOOR L- 6406 Y OTHERS LONE HOUR FIRE WALL 4" X 2" X 16"X 12ga 4" STUDS 24' .C. C IP ANGL ATTACHED TO GYPBOARD EA H SIDEM SONRY/ (,2) /2" X 3 3/4" BY OTHERS EXPANSION B LTS (211/2' MI . EMBEDMENT) FOR ZEE BEAM ATTA HMENT - TYP. 26ga STANDING SEAM ROOF 4" X 2 1/2" X 16ga COR E6" X 2 1/2" X 16ga CEE COLUMN. 2" X 24go STRAPPING TOP AND BOTTOM 6C16. ATTACH TO ZEE W/ #12 X 3/4" TEK AT 5' O.C, 6"12" X 16ga ZEE BEAM AT SPAN CONDITIONS STRAPPING DETAIL FOR SPAN CONDITIONS SEE FRAMING PLAN 4 HOUR CMU FIRE WALL BY OTHERS 220"'220' BUILDING A FRAMING PLAN QC16FIRE DOOR BY OTHERS ._ ._ ... . CLIP ANGLE 'AT�ED T06MASONRY W/ (2) 1/2" X 3 :3/4" EXPANSION OLTS4" X 2 1/2" X 16ga ZEE BEAM 4C40164C164C16 4016 FIRE DOOR BY OTHERS = � 4C16C76 - - `. 4076.— .— ...4C76 9'-8"--1�-10'---�I�-10'-2"- 4C164C16C16 FIRE DOOR BY OTHERS SEE DETAIL 6 QS-13) �2'-8' �1-4 18'-8" 8' L L I L �4 -X 2 1/2" X'169a ZEE BEAM'- — 4E16 I 6Z16 ' gE7 65' an 6 _ 61 �4'_X_2 1 2" X 16ga ZEE BEAM I I 4C76. 4C76 4C76 6C76 FIRE DOOR BY OTHERS .4" . X 2. 1. _ 2" X. 16ga. ' ZEE. SEAM . . ._ . O — - 4C/6 - - ti - 4C/6 4C/6 4C76 . L 4" X 2 1/2" X:16ga ZEE BEAM: _ 4C76 4C/6 4C/6 4C76 6C/6 _ - ,—�4'_X 2. 1/2" X6ga ZEE BEAM.,,,,,- - 4C16 4C16 4C/6 4C76 `_ X1 2" X 16ga- ZEE BEAM _ - 4C16 _2 4C/6 4016 4C/ 6C76 - 4" X 2 /2' X' 16 a ZEE BEAM .-.-... 4C/6 4C/6 . C 6 c� FIRE DOOR BY OTHERS .. .. .�4"X. 2 J./2" X�ga_ ZEE. BEAM .. . .. .. .. ._ 4C76 4C76 4C76 4C76 6C76 4" X 2 1/2' X 16 a ZEE BEAM - - 4C76 4C76 4C 16FIRE DOOR .Bl4'&T IERS 4" X 2 jj2' X't� 16 a —J ZEE BEAM D - 16 C16 % C16 4" X 2 1/2' X" 16 a_ZEE BEAM' 4C/6 4076 4C16 6C16 - FIRE DOOR BY OTHERS . 4" X 2 .1/2. X 1.6_ga_ZEE X. . .BEAM._ - �' - _ - 4C16 gC �� - 4C16 N - - - 16 76 0LD - - 4" X 2 jJ2' X'16 a - J� - �� - ZEE BEAM* - — I - - 0 o _ - - 76 4C76 4C76 40/6 Q N 6C76 - •- 4" X 2 �2' X 16 a •- •-.- � ZEE BEAM • •- :2 W w = in - 16 C16 C76 C16 vo -9'-10"---10'--9'-10"--I�-10'-2"Q} 4 X 2 f2 X' 16 a ZEE BEAM 76 C76 C76 C1 = C16 4"" X 2 2' X'16 a ZEE BEAM' - - - - —��-9.- 4C16 4C76 .- . C 6 - FIRE DOOR BY OTHERS -._._. . ... 4." X2 �2 X� a -ZED 4C BEAMS. -._ 4C16 . . . . - _ 6% 16 76 16 : X 2 1 /2" X F 6 ZEE BEAM* 16 : 4C76 4C76 4C76 ONE HOUR IRE WALL 4 STUDS 2 O.C. BY RABCO GYP. BOARD EACH SIDE BY OTHERS 4" SEE STRAPPING DETAIL ONE HOUR FIRE WALL 4" STUDS 24" O.C. BY RABCO GYP. BOARD EACH SIDE BY OTHERS CMU WALL BY OTHERS L 4" X 2" X 16"X 12ga CLIP ANGLE ATTACHED TO MASONRY W/ (2) 1/2" X 3 EXPANSION BOLTS FOR ZEE BEAM ATTACHMENT i 4' EMBEDMENT) TYP. DRAWN BY JSV SHEET S-2 OF 14 SHEETS 12" PARAPET CAP BY RABCO ❑ BOND BEAM REQUIRED BY OTHERS T/PARAP SEE ARCHITECTURAL PLAN FOR 12" AND 8" WALLS.- HIGH SIDE WALL IS NOT SAME ALL THE PLACES. SECTION DRAWN TO SHOW THE HEIGHTS AND SPACING OF COLUMNS. CMU � FROM RAINI 1 1/2" X RAINI BY OTHERS SIGN BY OWNER, REFER TO ELECTRICAL DRAWING FOR POWER REQUIREMENTS, G.C. METAL COPING SHALL COORDINATE REQ'D BLOCKING PRIOR RAD. = 45' TO CONSTRUCTION r— LIGHT FIXTURE BY OTHERS T T ALUMINUM STOREFRONT, / ❑ E—EIFS BY OTHERS CLEAR ANODIZED FINISH LDOOR BY OTHERS CMU WALL BY OTHERS BY OTHERS 220'-8" BUILDING A NORTH ELEVATION BUILDING A SOUTH ELEVATION SPOUT GUTTER AND /PARAPET T/PARAPET -ROM RAINLP FROM RAINLIP OVERHEAD COILING DOOR, AFFIX LCMU WALL BY OTHERS11 PERMANENTLY IN CLOSED POSITION, TYP. AT FRONT ELEVATION 20' LONG SLIDING GATE �EIFS BY OTHERS CMU WALL BY OTHERS WITH MOTOR OPERATOR. 0 100'-4" BUILDING A EAST ELEVATION SEE FRAMING PLAN FOR LOCATION OF 6Z16 T/PARAPET I 13'-4" 10'-8" 12' I FROM RAINLIP ET T/PARAPET 26ga,,SIANDING SEAM ROOF 4" X 2 1/2" X 16go ULTRA DEK " ZEE BEAM 7YP, U.O.N. 6" INSULATION IN ROOF GALVALUME ❑ _zf12 GUTTER AP 1/4 VALL BY OTHERS 6 �LF S�. 3 3/4" X 1 12'-0" 10'-10" 10'-84" 10'-72.. 10'-641" 10'-5" 10'-34" 10'-2 " 70'-14.. 10'-0" 9-104.. 9._9 ,. 9._841.. 9'_Z" 9'-54'. 9._4 ,. 1" 1" 9'-34 9'-2" 9'-04" 5' 5' CMU WAL 5' 4'-10" 5'-4" —10" 5' 5' 4'-10" 5'-4" 4'-10" 5' 5' 4'-10" 5'-4" 4'-10" 5' 4'-10" 5'-4" 4'-10" 8" IP 8„ 1 1/2 IP 4 CEE COLUMN TYP.1 U.O.N. SEE FRAMING PLAN FOR FOUNDATION AND FOOTING LOCATION OF 6C16 BY OTHERS 1 1/2 100'-0" J SECTION A - D DOWNSPOUT T/EAVE 8'-8" 3TgR- INTEL BY OTHERS -ROM RAINLIP —1 12" X 8" RAI LIP T/EAVE 3'. 4 FROM RAINLIP i'-4" THE RABCO CORPORA TION ❑ PRELIMINARY DRAWING SET �C"IAM ESSIONRLH NKGINEh R IDA R -1-TRATION 922150 STOR— A —WAY S.R. 46 AT � Post Office Box 27 •Ocoee, Florida 34761 UPSALA ROAD SANFORD, FLORIDA 800/989-0220 • CB C047783 • Fax: 407/877-9065 ❑FINAL APPROVAL OWNER'S SIGNATURE MFG. RELEASE "" ()/ PHASE I DRAWN BY JSV i IMPORTANT: THE 1 1/2" X 12" RAINLIP OR 1 1/2" X 8" RAINLIP IS VITAL TO THE PROPER FIT OF THE STEEL CONTRUCTION. CONTRACTOR TO FIELD VERIFY THE RAINLIPS IF THEY ARE NOT TO THE DRAWING CONTACT RABCO BEFORE STEEL CONSTRUCTION BEGINS, 265' 10' 245' 10' 3'-4" X 7'-0" 3'-4" X 7'-0" 3'-4" X 7'-0" 3'-4" X 7'-0" 3'-4" X 7'-0" 3'-4" X 7'-0" 3'-4" X 7'-0" DOOR BY OTHERS 1 1/2" X 12" RAINLIP DOOR BY OTHERS DOOR BY OTHERS DOOR BY OTHERS DOOR BY OTHERS DOOR BY OTHERS DOOR BY OTHERS -4„ 1,-8'r 2' 4,r 2' 2' I. 2' 1'-4" 2' 2' '-4" 2' 2' 2' 1-411 2' 2' 2' '-4" 2' 2' 1'--.4" 2' 2' 2' 2' 2' -4" 2' 2' 2' 1 (-3' 7' 1_81, I- }-- 8'8'8' --I -- { '-8" It� 8 -- I `-- 8' --{ -I '-8" 18 I 8' --� �--- 8' --j -{ '-8" 3 8 '-8„ 8 8 �-8" I I 8 � 8 .. .. . . . . . .. .. . . .. . . .. .. . . .. .. . . .. . . . . L__________J L__________J l_ J L---------- J L__________J L---------- J L---------- J L---------- J L__________J L---------- J L---------- J e L --- J L--- J ----------J L---------- J L---------- J L___J L—_—_______J• ----------J• ----------J L--- J L--- J L --- J L--- J L___J• 5'X5' q 5'X5' 10' 10' X 10' 10' X 10' 5'X10' 10' X 10' 10' X 10' 5'X10' 5'X10' 10' X 10' 5'X10' 10' X 10' 10' X 10' 10' X 10' 5'X10' HVAC 5'X10' 5'X10' 5'X10' 10 5'X5' 10' X 15' 10' X 15' 10' X 15' 10' X 15' INS TED WALL 1 -4 10' X 20' 10' X 20' 10' X 20' 10' X 20' V-4 r 5' X 10, 5' X 10' 5' X 10' 5' X 10' 5' X 10' I � L I 8' i 10' X 30' 10' X 10' 10' X 20' 10' X 20' 10' X 20' I INSULATE WALL INS LATED WALL i I 5' X 10' � 5' X 10' 5' X 10' 5' X 10' 5' X 10' 5' X 10' 5' X 10' S' X 10' � � 5' X 10' pm J 1 r_Srr 2' r 5' X 10' 5' X 10' 5' X 10' 5' X 10' 5' X 10' 5' X 10' 10' X 30' 10' X 10' 8' I 10' X 15' 10' X 15' 10' X 15' 10' X 15' 10' X 20' 10' X 20' 10' X 20' 10' X 10' I 8' 30' I 5' X 10' 5' X 10' 5' X 10' 5' X 10, 5' X 10' 5' X 10' I I 29ga GALVALUME TYP "U" � 2' J HORIZONTAL PARTITION zANEL� 2' 5' X 10' 5' X 10' 5' X 10' 5' X 10' I 5' X 10' S' X 10' I I 8' i 10' X 30' 10' X 10' 10' X 15' 10' X 15' 10' X 15' 10' X 15' 10 X 20 10 X 20 10' X 20' 10' X 10' i 8 I HVA HVA I I -ONE H UR F RE WALL 5' X 15' 5' X 15' I 5' X 10' S' X 10' FIRE DOOR BY OTHERS I J L 80' 60 2' 60' 80' T I 5' X 10' 5' X 10' 5' X 10' 5' X 10' 5X 10' 5' X 10' N 10' X 15' 10' X 15' I 1 1 2 X 12" RAINLIP 8' 10' X 30' 10' X 10' N 10' X 15' 10' X 15' �'� to N 8' cc � � 10' X 20' 10' X 20' 10' X 20' 10' X 10' I I O o 0 0 O 0 p p 5' X 10' 5' X 10' o p 5' X 10' 5' X 10' p 5' X 10' 5' X 10' 0 O J O L 2 0 0 0 0 o z o 2' Qin <V) Qv) Qv) Qv) Qv) o L w w 5' X 10' 5' X 10' w w 5' X 10' 5' X 10' � w 5' X 10' 5' X 10' w t 1 1/2" 12" RAINLIF i �_ H= �_ �T �_ �_ 10' X 30' 10' X 10' N o 0 0 N Cl ' o N 0 Ld 8' I 10' X 15' 10' X 15, > N 10' X 15' 10' X 15' �� N N 10' X 20' 10' X 20' _ = 10' X 20' 10' X 10' 8' 30' m INSULATED WALL } m m INSULATED WALL y co r co}. co>� 0 3 5' X 10' 5' X 10' 3 5' X 10' 5' X 10' 3 5X 10' 5' X 10' to m I L 2 J 5' X 10, 5' X 10' 5' X 10' 5' X 10' 5' X 10' 5' X 10' = 5' X 10' gggg 5' X 10' S' X 10' I L 8' i 10' X 30' 10' X 10' 10' X 20' 10' X 20' 0' X 20' INSULATED WALL 5' S' 5'X5' 6' I 5' X 10' 5' X 10, 5' X 10' 5' X 10' 1 -4 ; J 10' X 20' 10' X 20' 10' X 20' 10' X 20' 20'-8" gg r---, .r--- ' 10' X 15' 10' X 15' T 10' X 15' 10' X 15' •• •I 3Ln 2 r-3"11 �- 1 1/2" X 12" RAINLIP 10' 10' X 10' 10' X 10' 10' X 10' 10' X 10' 10' X 10' 10' X 10' 10' X 10' 5'X10' 10' X 10' 10' X 10' 10' X 10' 5'X10' 10, < r----------- ------------ ------------ ------------ ----------- ------------ ----------- r__________----------I r---------- 1 r----- _----- r___________--------- ------------ ------------ ---------- __-------- ------------ 8 -I 8 I- 8 I '-8" �- �— 8 �-- 8' ---I '-8" �- �-- 8' — 8' --I �- -- 8' --� --{ '-8" 8 I 8-8" I I Sr '� 8 �f I `8 I I J I (� 8 8, 8,r I 3 8 29'-8" 1 -4" 1'-4" 4" 2' 1'-4" 2' 2' V-4" 2' 1'-4" 2' 2' V-4" j_— 2' 11 -('4" -I 2' V-4" 2' I' —_j 2' —�j 2' �j 2' 20'-3 -4 X 7 -0 35 3 -4 X 7 -0 5 3 -4 X 7 -0 3 -4 X 3i-O 3 -4 X 7 -O 3 -4 X 7 -0 40 3 ��'rf 7 -0 DOOR BY OTHERS 1 1/2" X 12" RAINLIP DOOR BY OTHERS DOOR BY OTHERS DOOR BY OTHERS DOOR BY OTHERS DOOR BY OTHERS DOOR BY OTHERS 10' 255 I ONE HOUR FIRE WALL ONE HOUR FIRE WALL FOUR HOUR FIRE WALL ONE HOUR FIRE WALL ONE HOUR FIRE WALL FOUR HOUR FIRE WALL ONE HOUR FIRE WALL 265' BUILDING B UNIT MIX .le 1 HR FIREWALL 1 HR FIREWALL L 4" X 2" X 16"X 12go L 4" X 2" X 16"X 12go 1 X FIREWALL a STUDS MIN. 4" X 20ga STUDS MIN, CLIP ANGLE ATTACHED TO CLIP ANGLE ATTACHED TO 1 9 A 24" O.C.- BY GYP. EXPANSION MASONRY BOLTS 1/2 X 3 3/4" MASONRY EXPANSION BOLTS 1/2 X 3 3/4' A 24" O.C.- BY RABCO (1) LAYER 5/8" GYP. BD, -1 (1) LAYER 5/8" GYP, BD. EACH SIDE - BY OTHERS A 13 EACH SIDE - BY OTHERS 265' CMU PIER BY OTHERS 10' / t245' 1 3'-4" X 7'-0" 3'-4" X 7'-0" 3'-4" X 7'-0" 3'-4" X 7'-0" 3'-4" X 7'-0" I 3'-4" X 7'-0" 3'-4" X 7'-0" DOOR BY OTHERS DOOR BY OTHERS DOOR BY OTHERS DOOR BY OTHERS DOOR BY OTHERS OOR BY OTHERS DOOR BY OTHERS -4" i' 8" 2' t'-4" 2' 2' 2' -4" 2' 2, '-4" 2' 2• (.— 2' '-4" 2, {�3 2, 2' '-4" I 2• 2' '-4" 2• 2, f�- 2' 2• �3 2, 1'-4" 2• 3 2• 2' 1 I 8 8 3�I 7 -8 �-�--- 8 --� 8' ---j 8' --i --I '-8" - 1- — 8' --I 8' ---� --) '-8" �--- 8' 8' I 8' --{ '-8" i I 18 — -{ --i '-8" 1+�-- 8' .. .. . . . . .. . . . .. . L----------J L----- ----J L- J--------J L----------J L------ J J J • J • • L----------J • • L--- J• • -J • • L---J • • L-------- -J• ----- --J •----------J• -J •L----------J• •L----------- •L----------J• L---J -J L---J L---J L---J -- 0 4C7 I 7 ---- 407----------------- �Iol I ------- ------- 407 # 1 4C7 I• 7 14C7 i• 7 4C/ i 7 6 1 6 I 6 1 6 I 6 1 6 I 6 1 6 5' I 6 1 6 i 6 1 6 I 6 6 10' - - - _ 1 I _ - J - - 1 - - 1- I - y 1 - 4" X 2 1 J2'_X 6ga ZEE BEAM ' I - - - - _ I - - 10' 4c16 IC76 IC76 I IC76 IC76 IC76 1 4C76 ��4C11�SULATED W LAND 4 IC76 IC76 IC76 IC76 C76 IC76 5 14C76 IC76 I ; 4C76 I IC76 4 NI LATED WALL. AND76 IC76 IC76 14C7 1 C 1 4C16 • 4C76 �I 29 o LINER NEL PER CONTRACT 29ga LINER PANEL PER CONTRACT i 1 1 1 9 1 1 L4"X2"X 1 "X 1200 CLIP ANGLE ATT CHED TO MASONRY W/ �2) 1/2" 3 3 4" J EXPANSION BOLTS (2 1/2' MIN. EMBEDMENT) 1'-8" FOR ZEE BEAM ATTACHMENT - iYP, , i 8' r:,.! CMU PIER OTH RS 2' U 8' ' - - i i i i i J RIDGE 80' 60' 2' - - i i i 8' 1 - - i i j__Lj 4" X 2 1/2" X 16go ZEE BEAM TYP. T , i i i 8' 1 - -v LO i i , e 14 X 2 1 2 X 6ga ZEE BEAM 1 6C7 OK Iola �IC1a 1 IC76 IC1a IC76 9 IC76 4`C76 �4C/�`4C76 IC76 �4C76 4C7 �6 IC76 I 'C76 1 4C16 - - - 14C7'I� 6 IC76 6C76 _ 14C76 IC76 14C76 ? 6C76 14C16 14C76 6CI �CI r •4C7 i•• t .4 L „ X „ X 16"X 12 o 6 1 1 1 1 5 i 1 I I I I I I I I I 6 1 i CLIPANG E ATTACHED gTO _ _ szts _I J 1 _ _ 4' X 2 1�2" X 6ga ZEE BEAM sZ16 6Z16 16Zt6 `� 6Z16 1 ` MA ONRY W 2 1 2" X 3 3 4" -'iC - - �`._ - - - ��' � - �- —� - - - -- - - U - �- - - I` - M NSIO BOLTS (2 1/2" MIN EMBEDMENT) 4 4 4 4 �4 1016 4 4 4 44 4 4 1—f�4 4 4 0 4 o I to 4 r t'-8" C76 C76 i CI6 CI6 1 C76 C76 C76 C76 CI6 I C76 C76 C76 C76 C76 C76 I I C76 I I I I I I I C76 i FO ZEE BEAM ATTACHMENT - TYP. SEE STRAPPI DETAIL SEE STRAPPING DETAIL 5' I I I I I I I 1 I 4" X 2 1 2" K 6ga ZEE BEAM ' _ _ 1 6Z16 I -, 16Z16 I I 16Z16 1 6Z16 I 1 ` • 2' ��. _. �_. _. _l. _. _. - —c- - �- . _ . . —r— . -I - - 1- 6C76 6C76 I-T C/6 IC16 6C76 I I IC76 I IC76 I 6C76 IC76 IC16 6C76 I I IC76 I IC76 I 6C76 IC76 IC76 IC/6 IC76 6C76 I I IC76 I I 6C76 I / I 6C76 I I I IC76 I I I I I I 5 I 4 I I I I I I I I d 6Z16 d 6Z16 6Z16 d J 6Z16 Z16 a 4" X 2 1/2" X `6ga ZEE BEAM - d 6Z16 6Z16- 16Z16 d 6Z16 1 -- ��—I— —� I— -- -- —----I n ° IC76 ° I 1 IC76 IC6II II IC76 S}I RAPPING SEE S}IRAPPINGEWAIL 1 Ia6 1 1 6 6 -a 6 SEE 5' 6ga6Z16 4" X 2 1 2x, 6Z16 ZEE BEAM 6Z16 6z16 6Z16 6Z16 6Z16 1I CI 606 ICC766CI I ICIC76 IC76 IC76 I 1 6C7664C76 76 16 1 6 16 6Cl6 C6C76 C76 76 4" X 2 1�2" 6 a ZEE BEAM CMU PIER BY OTHERS 1 H R FIREWALL 4" > 20 a STUDS MIN. �n 6C76 _ _ n 6C76 IC76 _• 4 16_ __6C.76 I1II —. _. II�II . 4C_ 7_-6 ._IIII IIII _-`�6� _IC_7C6 - - 2 O.C.- BY RABCO 6Z16 6Z16 6Z16 I 1 6Z16 I 6Z16I6Z166Z16 8 (1) YER 5/8" GYP. BDCl_. � 4C7a406 4c7� 4EACH SIDE BY OTHERS4Cla : I 4C76 a I6 �C76 �° I 1C7a FIRE HORZWtU -RI 1 29ga DO BY OTHERS 6Z16 6Z16 6Z16 616 4" X 2 2' X 69a ZEE BEAM I�GALVA 26080' -I F Io 6 4" X 2 tt2° Ego ZEE BEAM 6Zt6 I 6Z16 6Z16 6Z16. -- V66C76 4C71 1 6C 64C16 4C16 16 C76C6 5 6Z16 N 6Z16 6Z16 ,6 6Z16 6Z8' LO D IrC'16 0o C 0 16 � o la o0076 C 6 6 C 6 I 0o 0 I I IC476 76 i I I I I I I I p p III III I I I II II 1 I I 6Z16 6Z16 0 6Z16 6Z16 C1 IC7I:zz 4" X 2 1 2" X6ga C ZEE BEAMw 6Z16I IC76 p0 6C76 CIIC7 66C76 6Z16 1; IC76: I ,•. —T7I IC � � 76I I 76I 76�W �W a1 1 1 �76 �W 6 w I w I I w 6Z16 �~ 0- `� I 6Z16 I I 6Z16 I `� N~ J N~ 0 I 6Z16 I 16Z16 I vt~ r : vt0 0 .4" X 2 1/ 2" X = 6 a ZEE BEAM : c~ii~ g - - : - - I 6Z16 I _ I 6Z16 I_ = I Np 16Z16 - - r- - I 6Z161 - 81 - - - IC76 -- m cr D i INS - v 4C7 7 -� TEpALL ANp -�0- l - - m IC76 - 4el � D T _ - - 4C 6 i v - J - - m IC76 IC76 5' 4 7� - IC76 4 r ° i IC1a6 i I Y m I Q SI-4 I I 1 cl6 1 29g LINER PANEL PERICONTRAC Q Q I I I I Q Q Q I I I I I I I 6 - - 60'- 4 - 3 - 4Q - I I 64 I 4 J 6 �4 C16 3 J - �4 �16 6 C76 4 C16 4 C16 J 6� C6 C76 4 C76 3 :4" X 2 1 2' X 44 C76 69a ZEE BEAM. d— . C�1a 6Zts�— 6 Cla I I _ I szts I_ 4 C76 I I w _ 1- 16Z1� 6 = I 6 C76 I C76 I .�z�1 I 1 4 C76 r �16 C76 C76 C76 �16 : C'16 C16 C76 1 I C�6 : : 1 1 5' : I I I I I I I I I I i 6Zi6 ' "y� Imo. �'y y' 4" X 2 1 2" X, 6ga ZEE BEAM ' d I 6Zt6 I I 6Z16_ I_ d _ I 1 6Zt6 _ �t I _6Z161 ;• -U v `� c> —t— —t— I U fi �r I71 i o cD 4C 4C7 4C7 4C7 4 7 14C7 4 7 T uC� 4C7 4C7 1 4 7 4C7 4C7 4 7 4C7 4 7 0 D L q p 4C7 0 4C 10' 10' 1 /`�'-10" -4' �'-10"---�-�� 10' �3'-10.,,. _ �'-6" 9'-6'-—�'-10" 1 �'-10" —►� - - �'-10" �J'-10" - E AE P I 6 I I I I 1 3 129g N R P ER �ONTRAC I I I I I I 1 J _1 4" X 2 1 2" X 6ga ZEE BEAM � � J 6C76 IC76 1 IC76 IC76 IC76 IC76 IC76 IC76 IC76 i IC/6 IC76 IC76 IC76 IC76 IC76 5 1 IC76 S IC76 I 9 -6'—►� 7610 r 7 10 10 6 69'-10"—-•6E7610. 6 •20'-8" • .I 3�•� f 3 ..lt l_ 1 1 I J 1 _ 1 14" X 2 1 2" 6 a ZEE BEAMI 1 J; 10' - - - - - 4C - - - SAC - t4C - 4C - �47�4C - -4cI Vic- - 4C -\�C �� 4c - 1! 4� - - IC 4C -IL4C - --4C -� - - - - 4C - - — {tI 4c 16 la , 7 ; 1 la Ia 1 1 1 0 1 la 76 7 7 la 1 1 7 ' 7 7 la 76 7a la 1 7 1 01� I 1� ---- i 0�� 1 1- - 1 0N� i `� 1 �� �� 5'�� �� ; '\� �� r---------- , r----- ----� r----------, (k--------� r----------� r--------------, r--------- l� --------� r----------� 7BY 4;%G--------, r-------- —, DaG 1 ----- --, r----------� 1(kG —, r----------, r----------� r----------,r— —, ICkG8''''"8 —►-8'--I --- 8' —-� '-8"I _ I 8 �-- 8 " '-8" � 8' -- 8' - -� I '-8" — 8 —-- 8 I " I '-8" � -- g 8 —-►'-8" I� -3' �8 8 8 - I I 8 � 29'-8" 1 -4" 1' 4" 2'-4" 2' 1'-4" 2' 2' 2' 1'-4" 2' 2' 1'-4" 2' 2'2' 1'-4" 2' 2' 1'-4" 2' 2' 1'-4" 2' 2' 2' 2' 2' -8'1 HR FIREWALL3'-4' X 7'-0" 3'-4" X 7'-0" 3'-4" X 7'-0" 3'-4" X 7'-0" 3'-4" X 7'-0" 3'-4" X 7' 0"DOOR BY OTHERS DOOR BY OTHERS DOOR BY OTHERS DOOR OTHERS DOOR BY OTHERS OOR BY OTHERS 4" X 20ga STUDS MIN. DOOR BY OT RS 10' THEIRS 255' A- CMU PIER BY O 4 HOUR CMU FIRE WALL (1) LAYER 5/8" GYP, BD, BY OTHERS A EACH SIDE - BY OTHERS 265' 1 HR FIREWALL 1 HR FIREWALL L 4 HOUR CMU FIRE WALL 1 4" X 20ga STUDS MIN, BUILDING B FRAMING P LAN 4" X 20ga STUDS MIN, BY OTHERS -1 A 24" O.C.- BY RABCO A 24" O.C.- BY RABCO (1) LAYER 5/8" GYP. BD. (1) LAYER 5/8" GYP. BD, EACH SIDE - BY OTHERS �T EACH SIDE - BY OTHERS ------------- 1 V 26ga GALVALUME STANDING r- SEAM ROOF (2) 1 /2" 0 BOLTS J 11 11 \- (2) 1 /2" 0 BOLTS 6" X 2 1/2" X 16go 6" X 2 1/2" X 16go CEE COLUMN 6" X 2 1/2" X 14go CEE COLUMN CEE COLUMN 6C14 CROSS BEAM SUPPORT SEE FRAMING PLAN 26ga STANDING SEAM ROOF V 4" X 2 1/2" X 16go COR E 6" X 2 1/2" X 16gCEE COLUMN, 2" X 24go STRAPPING TOP AND BOTTOM 6C16. ATTACH TO ZEE W/ #12 X 3/4" TEK AT 5' O.C. 6" X 2 1/2" X 16go ZEE BEAM AT SPAN CONDITIONS STRAPPING DETAIL FOR SPAN CONDITIONS SEE FRAMING PLAN REVISIONS DATE REV, BY JSV 2/28/01 0 REV. BY JSV 3/5/01 A REV. BY JSV 3/5/01 ADDED FIRE LLS Im 8'-11 3/4" RAKE TRIM T/EAVE T.O.M. T/EAVE 9'-0" T.O.M. 9'-21 FROM 8'-11 3/4" RAKE TRIM T/EAVE 8'-8" T.O.M. T/EAVE T.O.M. 9'-24" FROM RAINI. UTTER EXP. BOX 60' O.C. MAX. DOWNSPOUTS 30' O.C. MAX. STANDING SEAM ROOF "ULTRA DEK" --- 8 --I I -- 8 -- — 8 --� `—" 8 1' 4" 1'-4" 2'-4" 2 1'-4" 2' 2' 2 1'-4 CMU WALL BY OTHERS 3'-4" X 7'-0 3'-4" X 7'-0" DOOR BY OTHERS DOOR BY OTHERS 3UTTER EXP. BOX 60' O.C. MAX. SEE SHEET S-13 FOR DETAIL DOWNSPOUTS 30' O.C. MAX. �-3 8" IIIf ' I -I8 1' 2' 2' 2' V 4' 2' 2' 2' 2' 2' 1' CMU WALL BY OTHERS 3'-4" X 7'-0" 3'-4" X 7'-0"- DOOR BY OTHERS DOOR BY OTHERS GUTTER AND DOWNSPOUT T/BETA $� T.O.M. 8' FROM RAINLIP RIDGE 9' - 2 1/4" T/9E �� T.O.M. GUTTER EXP. BOX 60' O.C. MAX. GUTTER �_8 -I _ I 2' 2' 1'-4 n 8 �82' 2' �8'� 1- 2 1' 3'-4" X 7'-0" 3'-4" X 7'-0" -4 DOOR BY OTHERS DOOR BY OTHERS 265' BUILDING B WEST ELEVATION GUTTER EXP. BOX 60' O.C. MAX. 26go STANDING SEAM ROOF "ULTRA DEK" r- GUTTER GUTTER EXP. BOX 60' O.C. MAX. 3 3/4" X 16ga LINTEL 2' 2' 1'-4 2' 2' 1'-4 2' 3'-4" X 7'-0" 3'-4" X 7'-0" DOOR BY OTHERS DOOR BY OTHERS GUTTER EXP, BOX 60' O.C. MAX. r--- 3 3/4" X 16go LINTEL GUTTER EXP, B 60' O.C. MAX. 8'-11 3/4" CMU BY OTHERS �T/EAVE 8'-8" r RAKE TRIM T/EAVE 9 -0 T.O.M. 9'-24" IFROM RAINLIP 8 —� �---- 8' —� �--- 8' —� �3'-� �- — 20' -8" - I '8 2' 1 — ROLL -UP DOORS -BY OTHERS 3'-4" X 7'-0" J TYP DOOR BY OTHERS GUTTER EXP, BOX 60' O.C. MAX. r- CMU BY OTHERS 8' I 8' 8' 3' - I 3J 1'-4' I 3'-8 2' 8' - I 8' 2 8' 1'-4" -g 2' 8'�f I 2' 8' 1'-4" -g- 2' 2' 2' 1'- 3 -8 2' 1'�i' 2' 2' 2' 3'-4" X 7'-O" 3'-4" X 7'-0" 3'-4" X 7'-0" 3'-4" X 7'-0" 3'-4" X 7'-0" DOOR BY OTHERS DOOR BY OTHERS DOOR BY OTHERS DOOR BY OTHERS DOOR BY OTHERS 265' BUILDING B EAST ELEVATION 9'-2 1/4" T/EAYE 9 -0 T.O.M. GUTTER AND DOWNSPOUT I.T(EAYE 8 -8' T.O.M. 8'-114" FROM RAINLIP 1- 8 1''- 8 2' 8 2' 8ll 2' 8 �'- 8 10' r so' 10' ROLL —UP DOORS —BY OTHERS 80' TYP BUILDING B NORTH ELEVATION GUTTER AND DOWNSPOI T/EA 8'-1 T.0.1 3 3/4" X 16go CMU WALL BY FROM RAINL 1 1/2" X 11 1/ RAINLIP DETAIL GUTTER AND DOWNSPOUT T/EAVI 9'-0" T.O.M. CMU WALL BY FROM RAINLIF 1 1/2" X 11 1/4" RAINLIP go STANDING SEAM ROOF ULTRA DEK" RAKE TRIM -CMU BY OTHERS GUTTER AND DOWNSPOUT SECTION A -A SECTION B-B T/BFA $�T T.O.M. 8'-114" FROM RAINLIP v v RIDGE W-2 1/4" 26go STANDING SEAM ROOF TRIM T//AV ULTRA DEK" T.O.M. //� RAKE / CMU BY OTHERS 2' I-•— 8' — -I 2' �-- 8' --I --�3- 2' 8' --� 2' - 8' —"- 2' - 3 10' 60' 1 ROLL -UP DOORS -BY OTHERS TYP 80' BUILDING B SOUTH ELEVATION OUT T/RIDGE FROM RAINLIP 9'-2 1/4" T/EAVE 9 -0" T.O.M. on 8'-11 3/4" T/EAVE 8'-8" RAKE TRIM T.O.M. T/EAVE 9'-0" T.O.M. 4J. FROM RAINLIP 73 �1 2 -I C'� 8 �l 1� 10 1'-4 ROLL-UP DOORS -BY OTHERS TYP ;POUT T/RIDGE GUTTER AND DOWNSPOUT T/EAVE 8 -8° T.O.M. W-114" , J-FROM RAINLIP FROM RAINLIP 4 1/4 X 2 O.F. 2 f"4'♦T DETAIL A —A DRAWN BY JSV I IMPORTANT: ONE HOUR FIRE WAL mi 1'-4' T I I I 8' I I I I I I J 1'-8" I I I I T 1 I 1 I I 2' TI 1 I I 8' I i I I 80' 60' 2' I I I I I 1 1 /2" X 12" FAINLIP 8' I I I I 2' J I I I I 8' 1 I I I I T I I I i J 1'-4 : no on 3'-4" X 7'-0" 3'-4" X 7'-0" 3'-4" X 7'-0" 3'-4" X 7'-0'= DOOR BY OTHERS DOOR BY OTHERS DOOR BY OTHERS 1 1/2" X 12" RAINLIP DOOR BY OTHERS 1 -4" 1'-8" 2' 2' 2' 1'-4" 2' 2' -4" 2' 2' 2' 1'-4" 2' 2' 2' . . �8 --� . -8 H-3'-� . . . 8 �8�8 . . . . . . . . . L- J L---------- J L----------J ---------- 5' X 10, L---J ---------- L---- ------J L---J L----------J L--_J 5'X 10' 5'X10' 10, X 10, 10' X 10' 10' X 10' 5'X10' 5'X10' 5'X10' 5' X 10, 10' X 20' 10' X 20' L 10' X 20' 5' X 10' 5' X 10, 5'X5' 10' X 30' 10' X 10' 5'X 10' 5'X 10' 5' X 10' 5' X 10' 5'X5' INSULATE WALL 5' X 10' 5' X 10' 265' 245' 3'-4" X 7'-0" 3'-4" X 7'-0'= DOOR BY OTHERS DOOR BY OTHERS -4" 2' 2' 1'-4" 2' 2' 1 L----- --J L----------J L----------J L----------J I I 10, X 10' 10' X 10' 10' X 10' 10' X 10' 10' X 10' I 10' X 10' 10' X 30' 10' X 10' 10' X 1 10' X 5' 10' X 10' 10' X 10' CK � 10' X 10' Lu Of 5' X 10' 5' X 10' � 0 0 0 0 m m m m Of 0 5' X 10' 5' X 10' 0 0 Of 0 0 0 0 0 10' X 30' 10' X 10' w w 10' X 1 X 15' w 10' X 10' 10' X 10' w 10' X 10' Ly 5' X 10' 5' X 10' I 1 I 10, X 30' 4 10' X 10' � 0 O 0 10' X 30' 10' X 10' o QV) �LJ ww ro N} >- m 10' X 30' 10' X 10' Q 5'X5' ' 5'X 10' 5'X 10' 10, X 10' S'X 10' r— —� r--- r — — — — — — — — — — n r---'1 �..' � .�8'�. I-J 7 -E 11-4" 1'-8" 2' 2' 10 3'-4" X 7'-0" - DOOR BY OTHERS 5' X 15' 10' X 10' 10' 15' 10' X 5' X 10' 5' X 10' 5' X 10' 5, X 10' 0 0 0 10' X 1 10' 15' 0 10' X ¢� ¢N 5' X 10, 5' X 10' : w w= w w= }I0 O 5' X 10' 5' X 10' Q m 5'X5' 4 m 3 Q 5'X10' Q Q 5' X 10' 5' X 10' 5'X 10' 10' X 20' 10' X 20' 5' X 10, 10' X 10' 5'X 10' r----------1 5' X 10' r---------- 5'X5' ----------'i r-------�--'J1 r---"1 8 �..�8 �. 8 -I. .�8 .�8 -I.y� 8 2' 2' 1'-4' 2' 2' 1'-4" 2' - 75' 3'-4" X 7'-0" 3'-4" X 7'-0" DOOR BY OTHERS 1 1/2" X 12" RAINLIP DOOR BY OTHERS 4 HOUR CMU FIRE WALL BY OTHERS 10' X 10' 10' X 10' 10' x 10' p 10, x 10, 10' X 10' H 10, X 10, 3'-4" X aOTHERS '" DOOR BY -4" 2' ( 3 2' 2' I-.- 2' 2' �.3" 2' I-.- 2'I-- 8 I I I I 8 8 I 8 L----------J L----------J L---J L_-�J L--_J L----------J L_---------J L-------- I 5'X 10' 5'X 10' 10' X 10' 10' X 10' 5'X 10, 5'X 10' r--INSULATED WALL 5'X10' 10' X 20' 10' X 20' 10' X 20' 10' X 20' ll-----� 29go GALVALUME TYPE "U" HORIZONTAL PARTITION PANEL 10' X 20' 10' X 20' 5'X 10' 10' X 20' h 10' X 20' h 10' X 20' 10' X 15' ! 10' X 30' 10' X 15' 1 10' X 30' THE 1 1 /2 X 12" RAINLIP OR 1 1 /2" X 8" RAINLIP IS VITAL TO THE PROPER FIT OF THE STEEL CONTRUCTION. CONTRACTOR TO FIELD VERIFY THE RAINLIPS IF THEY ARE NOT TO THE DRAWING CONTACT RABCO BEFORE STEEL CONSTRUCTION BEGINS. m 1'-4" 10' 1 1 /2" X 12" R 5'X5' 5'X5' 6' 5' X 10' 1 I I ` 2, r 11 I I 1 /2' I I I I I I L $. 2' r I I I I 1 I 1 I I L 8, 2' 60' 81 � r I I I -T- Ij I I I 1 I I l 8' 2' r I I I I 1 I I I I 8' 2, r I 5' X 10, L I 5' X 10' ` 1 _4" © 10' 10' X 10' 10' X t 0' 10' X 10' 10' X 10' 10' X 10' 10' X 20' 10' X 20' 10' X 15' 10' X 30' O 0 O 0 O Cj 0 10' X 10' o Z 10' X 10' 10' X 10' 0 z 10' X 10' 10' X 10' 0 z 10' X 20' 10' X 20' 0 Z 10' X 15' 10, X 30, INSULATED WALL Q� w= ¢ Ln Q Q V) rr > w= F- } ww O ww NF VAC >>-- N HVAC _.gym 3m 3m 10' X 10' 10' X 10' 10' X 10' 10' X 10' 10' X 20' 10' X 10' = INSULATED WALL = 10' X 20' S'X10' 10' X 20' 5'X 10' 10' X 20' 10' X 20' 10' X 20' 5' X 15' 5'X10' 10' X 10' 10' X 10' 5'X10' S'X10' j 10' X 10' 5'X10' 5'X 10', ---------� 5'X5' rX5 -10 �FO 07 r----1 I I r---- ------ I r------- —� r--- i r --- i I r---------- n r---------- -1 r--- 5'X5 ----------- -----------1 -8'----I• •I 3 -f. 12' -8 14'-4" .I •�3'� g' I I _g'�. jV-44" $ �. �. .8 -I - 1-8" 8 r----1 r 8�..�8,� r----------n r 2' 1'-4" 2' 1'-4" 2' 2' 2' 2' 2' 1 2' 1'-81, 1 - 75' 9'-8" 25'-4" 30' 30' 'BY 3'-4" X 7'-0" DOOR BY7OTHERS 245' DOOR BY OTHERS DOOR OTHERS DOOR BY OTHERS 4 HOUR CMU FIRE WALL ONE HOUR FIRE WALL ONE HOUR FIRE WALL BY OTHERS 265' BUILDING C UNIT MIX 1V 10' AINLIP Y X 12" RAINLIP L 4" X 2" X 16"X I 2g, CLIP ANGLE ATTACHE T( MASONRY W/ (2) 1/2" X 3 /4 EXPANSION BOLTS (2 1/2' MIN. EMBEDMENT FOR ZEE BEAM ATTACHMENT - TYP CMU PIER 1 HR FIREWALL 4" X 20ga STUDS MIN. A 24" O.C.- BY RABCO (1) LAYER 5/8" GYP. BD. EACH SIDE - BY OTHERS 10' V-4' T� I I I I 8 I I TI I I 8' I E S ij 2 •6 . ........... T I I I I I 80, 60, 4" X 2 1/2" X 16ga ZEE BEAM TYP. (2) 1 /2" 0 BOLT; 6" X 2 1/2" X 169a CEE COLUMN Im IMIN 10' L 4" X 2" X 16"X 129a CLIP ANGLE ATTACHED TO MASONRY W/ (2) 1/2" X 3 3/4" EXPANSION BOLTS 4 HOUR CMU FIRE WALL BY OTHERS 3'-4" X 7'-0" 3'-4" X 7'-0" CMU DOOR PIER BY, OTHERS BY OTHERS DOOR BY OTHERS 1 -4" 1' 8" 2' 2' �'-{4- 818 2' 2' -44"" 2' - J L_-_______-------------- L__________J ________J 4C16 1 16 ----------J 1 4C16 I6J L------- �4C764C'6 14" X 2 i 4C'6 il4C'6 1/2" X ' 16�ga ZEE 1 4C'64C'6 BEAM ] _ —1 s4Cls _ 6c'6 — X 2 1/2"Xj16go_ ZEE BEAM' 1 1 4c'6 . 4C76 : 4c'6 4c'6 • 4C76 4C76 � 4C76 — _ _2 1 2" X 6Z16 _ : 4" X 16ga ZEE �4C AM BE _ ] _ � �4C �4C 4C 16 .�L4C 76 76 16 1 1 1 6C16 6C76 4C76 4" X 2 1/2" X 4c'6 4C76 "I 6cLcZEE 4C'6 BEAM 4C76 1 I 16 16 � 6Z16 : 4" X 2 — — _. 1/2" X .16ga ZEE BEAM.I I 6Z16 17 — C76 :.14. C76 C76 C7 _ : STRA INC 6C16 6C16 1I 4" X 2 1/2" X •16ga ZEE �. —. —SE BEAM I 6Z16J r, 1 4C16 4C10 4C16 4C16 4C10 1 : 6Z16 4" X 2 1/2" X'16ga ZEE I I BEAM' o I 6Z16 1 C76 u c76 C16 C7 I I : :4" X 2 1 2" X�16 a ZEE BEAM. HVAC ' I I co m 4C76 6Zt6 —'� X 2 4C76 1/2" x 16ga ZE 4C76 8EA L16_4-6 4 76 I 6c'6 6C76 V) 4" X 2 1/2" X 16ga ZEE BEAM' to I 6Z16_ I J _ _ I 1 4C16 �764C764CI6406� I I , o o 6Z16 : 4" X 2 1/2" X ' 1 6ga ZEE BEAM :- 6Z16 J C1w4C76 — .4C16 4C cn 0 4" X 2 1/2" X• 16go ZEE BEAM (n o C76 C76 1 C76@� C76 C76 ¢ i C 1 1 1 6Z16 4" X 2 1/2" X''I6ga ZEE BEAM' 3 1 c'6 c'6 C76 (T76 1 C16 10' 10' 9'-10"—� 5' �4-119'-10" 9'- 10'- 2"---9'-8"- 2 1 Z X 16go ZE� BEAM 6C'6 4C76 1 4C16 : 16 1 4C76 ] 4C76 76 ] 4C76 �' / 4' X 2 1/2" X116ga ZEE BEAM. 1 4C78 --`�40 76 1 1�40, - \4C76 1 4C7 4C76� 4C7 - 4Cr 4C16 • -- 1 �G'�V i '----------i ' r----------- 1 �C�� 1 fk"1�� r-------- r--__-_____I r_ 8'---� [--3 7-��tl--78" 1 -4" 1'-8" 2' V-4" 2' 2' 1'-4" 2' 3'-, X 7'-0" 3'-4" X 7'-0" 1 DOOR BY OTHERS DOOR BY OTHERS 26ga GALVALUME STANDING r- SEAM ROOF L 6" X 2 1/2" X 14go CEE COLUMN 1 /2"0 BOLTS 6" X 2 1/2" X 169a CEE COLUMN 4 CROSS BEAM SUPPORT SEE FRAMING PLAN 26ga STANDING SEAM ROOF L 4" X 2" X 16"X 12ga CLIP ANGLE ATTACHED TO MASONRY W/ (2) 1/2" X 3 3/4" 265' EXPANSION BOLTS 4 HOUR CMU FIRE WALL BY OTHERS 245' 1 FIR FIREWALL 4" X 20go STUDS MIN. A A 24' O.C.- BY RABCO (1) LAYER 5/8" GYP. BD. EACH SIDE - BY OTHERS 3'-4" 7'-0" 3'-4" X 7'-0" 3'-4" X 7-01. 3'-4' X 7'-0" 3'-4" X 7'-0' DOOR %NTHERS DOOR BY OTHERS DOOR BY OTHERS DOOR Y OTHERS I DOOR BY OTHERS 2 2' -4 2' 2' 2' -4" 2' 2' -4" 2' 2' V-4" 2' 2' I 2' 2' 2' 2' 2' 2' 8 f $' --I --� '-8" E- �-- $' ---{ $' --a -8" H`3' -I f-3' I-- 8' ,v --� -$" 8' �1 ._J• •L---------- J• • _J• •L__________J• •• _ _ • _-______J• •L___----___J• _ _ • ______J• •L_____ - __J• 1 4C76 1 16 : 1 4C76 1 16 1 4C76 1 16_ 5' 1 I 1 1 1 1 1 4C'6 1 4c'6 4c'6 4c'6 1 4c'6 1 4c'6 4C76 1 4C76 1 4C76 4C76 1 1 1 I 1 1 5 1 4C16 4C76 , 4C76 , 4C76 4C76 6C76 4C16 I 14c16 6c76 1 1 1 I I 5 6Z 16 • �- a F4C76 — 1 4C76 — —,L4C1 — — � — — -�— — �— — o q R I \�// 1 INSULATEp ALL qN SEE STRAPPING DETAIL I 5' 1 1 29ga LINER PANEL PER CONTR T I j I 6C16 I 14C16 14C16 I 6C76 4C76 I I 6C16 I I I I I I I 5 _I 6Z16 I I 6z16 szls DETAIL I o w I SEE STRAPPIN67aET1IL I w 16 I I D 5' o _I 16 _ 6z16- 'mot'- '- m _. 16 _ J I 6C16 I I 4C76 I I 6C76 4C16 I I 6C16 6Z16 I I I 0 16Z16 r 5- -I _ �—�_ -- g —�— I J -- j I 76 I I c>6 I I I I I I I I I 5 I 66 I I I I I I I I I I I I 15' — 16 16 sz1sl _ I I _ _ _ I szls I J T C I —� �4 I I I �'6 I I —I 1 5 s n I- --0416. —. — 1 1 -6 J L- _ _ J • • •I - - I • • I - 1 •_ _ • • I- L-___ _---_ _-___-____ _- - - _ _ _ _ __ - 4C 16 16 ._- _ -_ • • I 1-8" 8, ---I 1-- 8, 1•_4 ____________J L _ -- 11] ..• -�64Z-C16 — — - - _ o1�O 64 — -- II 6 C Ii I _ 1 I III C 7 II 1 - T44C 1 O 66 I •••. I •. ' I1 - JIt II • 4" 6 1-lo' C16 4016 4C76 4C76 4C76 C4C116 INSULATQ WAA4 46 6 29ga LINR PNN 4C7 6 6C4C676 6C76 C76 4C764C76 4C76 6Z16 A. L 4' X 2' X 16"X 12go co CLIP'ANGLE ATTACHED TO C16 4Ci MASONRY W/ (2) 1/2" X 3 3/4" 6 76 76 EXP NSIO BOLTS (2 1/2" MIN, EMBEDMENT)29g"" ITIL ZEE BEAM ATTACHMENT - TYP. ... . . .. . . ... . . 6c'6 66 4C_ 66 2. 4c'6 c6C76 C6C74C767C6 6 6Z16 6Z161+ 8 S�E6STRAPPING�-TAIL-1�ETAIL CMUISEE STR PING D 1 .. 60 74C76C766C766 6 6 66 6 6Z16 6Z16 6Z16 PIER BY OTHERS . 6 ,' _ . - _ I 6 C II1iIII _ .IIIIIIII . . IIIIIIII - ' 6 - I rIIr 2$ , I I I I I I I 0 FIZZ . C; 6Z16 616 . . . ... ... .. . 4. . ... . . . . .. .. . . . . .08SC76 4C766 8 C16 76 6Z16 6Z16 6Z16 8' �4c76 4C76 6 6?16 06Co 4C76 0 6C16 4C16 o . . . . . ._6C.74C76. 6C76 2. c o0 760 4C6 5' Q 6 I 6Z 6 I `r I 6Z16 I I I o 16Z16 j z `� I I I o I I , z . 6Z16 _ I 6Z16 I z I 6Z16 I _ ¢ r _ _I — — •— — — — — — — — — — �— w�- 4C16�4C16 I I o CQ w o 4C1 �,� r 4C 8 I w= I SUCATEp WA t� qNp w= w= 5' w= 6 I I w= ` I }�.. o �I I9go LINER PA�EL PERT COLj�G I 6Z16 I O p I I c~i) ~ 6 )— _ � ` C I --r > 6 _ _ -` g . L . _ • I 6 . J _ ; _ _ -4 D, a tn. . _ . I ,._ �._ - - - 2' ......... 4 1 C m i C76 m C76 C 6 i i > �° C76 5' 6 � 4C76 6C76 i 4C16 3 1 6C76 6 Q l�C 4C16 4C76 6C76 . ..6C'6 . �. _ _ _� 6Z16 I w J 6Z16 1 4c�- 1 4C16 1 4c,6 - 6 I -I `° - - o = 29 ULPLINWWLI � EL P NT 4CZ6 - - 4 - _ - - 6 - - - - is - - 4 ,6 fJ • 1'-8. g° ga R P ER CO C ] 10'r2" 9'-10 ��-10'-2" 10'-0"-f--9'-I10' 5' 4" 95 6"— 9'-6" 5' 4" 9'-10" 10' 10' 9'-10" 10" 2" 10' 10' 10' 1 - 1 4 16 1 4C/6 4C76 - -1 4C16 - 6C,6' - - �476 C76 1 16 1 4C,6 ' 4Ct..� sCl 4C, _ �... - 4C1— 4" 6 6 I 6 6 1 6 6 6 76 �Irc "16 1 I 5 1 1 -T"Z-Ic -]\4C4 76 4C76 ••�4C7 1 4C7 1 4C7 _ , ��9 o 3nol� 1 �� 1 �� 5' : 6 r__________� r___� (} � N 1 __ _--__7 r--______-_-.7D I. g�r�8��_8ri". 14'-4" ►�3'� _8'---8,—►�• •�--8' --►�• 2' 2' 1'-4" 2' 2' 2' 8" 1'-4" 2' V-4" 2' 2' 3'-4" X 7'-0" 3'-4" X 7'-0"' 3'-4" X 7'-0" 3'-4" X 7'-0" - DOOR BY OTHERS DOOR BY OTHERS DOOR BY OTHERS DOOR BY OTHERS CMU PIER BY OTHERS 4" X 2 1/2" X 16go OR 6" X 2 1/2" X 16go CEE COLUMN, 2" X 24go STRAPPING TOP AND BOTTOM 6C16. ATTACH TO ZEE W/ # 12 X 3/4" TEK AT 5' O.C. 6„ X 2 1/2" X 16g0 ZEE BEAM AT SPAN CONDITIONS STRAPPING DETAIL FOR SPAN CONDITIONS SEE FRAMING PLAN 245' 265' BUILDING C FRAMING PLAN 1 ] 1 c7 - �4C16 4C16 �`4076 ; QC16 1- q 4C76 ¢C16 - �4C76 10' 1 (6 0 1 di" • r- - r---- r--------- - • r- -8"�j�3• I. .�3'�• �-8' —�• �- 8 �• �3'-I• I-I"11 3'�• 1'-4" 2' 2' 2' 2' 2' 2' 2' �j 2' 3'-4" X 7'-0" DOOR BY OTHERS M y i b ._- _ -_ • • I 1-8" 8, ---I 1-- 8, 1•_4 ____________J L _ -- 11] ..• -�64Z-C16 — — - - _ o1�O 64 — -- II 6 C Ii I _ 1 I III C 7 II 1 - T44C 1 O 66 I •••. I •. ' I1 - JIt II • 4" 6 1-lo' C16 4016 4C76 4C76 4C76 C4C116 INSULATQ WAA4 46 6 29ga LINR PNN 4C7 6 6C4C676 6C76 C76 4C764C76 4C76 6Z16 A. L 4' X 2' X 16"X 12go co CLIP'ANGLE ATTACHED TO C16 4Ci MASONRY W/ (2) 1/2" X 3 3/4" 6 76 76 EXP NSIO BOLTS (2 1/2" MIN, EMBEDMENT)29g"" ITIL ZEE BEAM ATTACHMENT - TYP. ... . . .. . . ... . . 6c'6 66 4C_ 66 2. 4c'6 c6C76 C6C74C767C6 6 6Z16 6Z161+ 8 S�E6STRAPPING�-TAIL-1�ETAIL CMUISEE STR PING D 1 .. 60 74C76C766C766 6 6 66 6 6Z16 6Z16 6Z16 PIER BY OTHERS . 6 ,' _ . - _ I 6 C II1iIII _ .IIIIIIII . . IIIIIIII - ' 6 - I rIIr 2$ , I I I I I I I 0 FIZZ . C; 6Z16 616 . . . ... ... .. . 4. . ... . . . . .. .. . . . . .08SC76 4C766 8 C16 76 6Z16 6Z16 6Z16 8' �4c76 4C76 6 6?16 06Co 4C76 0 6C16 4C16 o . . . . . ._6C.74C76. 6C76 2. c o0 760 4C6 5' Q 6 I 6Z 6 I `r I 6Z16 I I I o 16Z16 j z `� I I I o I I , z . 6Z16 _ I 6Z16 I z I 6Z16 I _ ¢ r _ _I — — •— — — — — — — — — — �— w�- 4C16�4C16 I I o CQ w o 4C1 �,� r 4C 8 I w= I SUCATEp WA t� qNp w= w= 5' w= 6 I I w= ` I }�.. o �I I9go LINER PA�EL PERT COLj�G I 6Z16 I O p I I c~i) ~ 6 )— _ � ` C I --r > 6 _ _ -` g . L . _ • I 6 . J _ ; _ _ -4 D, a tn. . _ . I ,._ �._ - - - 2' ......... 4 1 C m i C76 m C76 C 6 i i > �° C76 5' 6 � 4C76 6C76 i 4C16 3 1 6C76 6 Q l�C 4C16 4C76 6C76 . ..6C'6 . �. _ _ _� 6Z16 I w J 6Z16 1 4c�- 1 4C16 1 4c,6 - 6 I -I `° - - o = 29 ULPLINWWLI � EL P NT 4CZ6 - - 4 - _ - - 6 - - - - is - - 4 ,6 fJ • 1'-8. g° ga R P ER CO C ] 10'r2" 9'-10 ��-10'-2" 10'-0"-f--9'-I10' 5' 4" 95 6"— 9'-6" 5' 4" 9'-10" 10' 10' 9'-10" 10" 2" 10' 10' 10' 1 - 1 4 16 1 4C/6 4C76 - -1 4C16 - 6C,6' - - �476 C76 1 16 1 4C,6 ' 4Ct..� sCl 4C, _ �... - 4C1— 4" 6 6 I 6 6 1 6 6 6 76 �Irc "16 1 I 5 1 1 -T"Z-Ic -]\4C4 76 4C76 ••�4C7 1 4C7 1 4C7 _ , ��9 o 3nol� 1 �� 1 �� 5' : 6 r__________� r___� (} � N 1 __ _--__7 r--______-_-.7D I. g�r�8��_8ri". 14'-4" ►�3'� _8'---8,—►�• •�--8' --►�• 2' 2' 1'-4" 2' 2' 2' 8" 1'-4" 2' V-4" 2' 2' 3'-4" X 7'-0" 3'-4" X 7'-0"' 3'-4" X 7'-0" 3'-4" X 7'-0" - DOOR BY OTHERS DOOR BY OTHERS DOOR BY OTHERS DOOR BY OTHERS CMU PIER BY OTHERS 4" X 2 1/2" X 16go OR 6" X 2 1/2" X 16go CEE COLUMN, 2" X 24go STRAPPING TOP AND BOTTOM 6C16. ATTACH TO ZEE W/ # 12 X 3/4" TEK AT 5' O.C. 6„ X 2 1/2" X 16g0 ZEE BEAM AT SPAN CONDITIONS STRAPPING DETAIL FOR SPAN CONDITIONS SEE FRAMING PLAN 245' 265' BUILDING C FRAMING PLAN 1 ] 1 c7 - �4C16 4C16 �`4076 ; QC16 1- q 4C76 ¢C16 - �4C76 10' 1 (6 0 1 di" • r- - r---- r--------- - • r- -8"�j�3• I. .�3'�• �-8' —�• �- 8 �• �3'-I• I-I"11 3'�• 1'-4" 2' 2' 2' 2' 2' 2' 2' �j 2' 3'-4" X 7'-0" DOOR BY OTHERS M y i b RAKE TR T��Q� T.O.M. 9. FROM RAINLIP RAKE TR T/EAVE 9'-0" T.O.M. 9' FROM RAINLIP GUTTER AND DOWNSPOUT T/SEA M..� T.O.M. 8'-114" FROM RAINLIP BUILDING C EAST ELEVATION BUILDING C WEST ELEVATION RIDGE R•• RAKE TRIM I Oy .• • T./Ir GUTTER AND DOWNSPOUT I!!!!!!!I !!!!!!!!!!!!!!!!!!!!!!!!!!!!!! I I!!!!!!!I �!!!!!l■ II!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!l=Ilaw NMI uni !� =�Mm NM =in �� ��mmi - �� I! "m!!!!!!m I=m NMI�!!!!!!m IM mmmmiiIII �� s!I �� �� I� ImMalin �!!!!!� �!!!!!Mm tlm � an" �!I ►'�a� �� �� ICI m!!!!!mo I!!!!!!!I INS I=I - �� �� �!1 =a - Mai Imm!!!!�1 !!!o Jim - Sao m!I �- �� �� =I mm=!!!!m I!!!!!!!I on mi � mmI I!!!!!!!I T.O.M. 8'-114" FROM RAINLIP 8' � _ 8' � � 8' 8 � _ S 2' 10' T 60' 10' ROLL —UP DOORS —BY OTHERS T 80' YP BUILDING C NORTH ELEVATION GUTTER AND DOWNSPOUT T/EAV 8'-8' T.O.M. 3 3/4" X 16go LI CMU WALL BY FROM RAINLIF 1 1/2" X 11 1/4' RAINLIP DETAIL GUTTER AND DOWNSPOUT T/EAVI 9'-0" T.O.M. CMU WALL BY FROM RAINLIP 1 1/2" X 11 1/4" RAINLIP GUTTER AND DOWNSPOUT T/8EA 8 T.O.M. 8'-1Ili- FROM RAINLIRL SECTION A -A SECTION B-B RIDGE 9'-2 1/4" T/9EA 0 T.O.M. 26ga STANDING SEAM ROOF "ULTRA DEK" RAKE TRIM i— CMU BY OTHERS 1 t_`3,''—$�3,'2' 8. ___�2' 2' 1S.�'2'f� S�l 2' 3 10' 60 ROLL—UP DOORS —BY OTHERS TYP 80' BUILDING C SOUTH ELEVATION 9'-2 1/4" T/EAXE 9 —0 T.O.M. GUTTER AND DOWNSPOUT 8-8, 8 —8' T.O.M. 8'-114" .FROM RAINLIP mi OUT T/RIDGE FROM RAINLIP ;POUT T/RIDGE FROM RAINLIP NKE TRIM T/EAVE 9 —0" T.O.M. 1" FROM RAINLIP %KE TRIM T/EAVE 9'-0" T.O.M. 1^ 1: FROM RAINLIP 4 1/4 X 2 O.F. F] 2 DETAIL A -A L IMPORTANT: 3 45' 45 m THE 1 1/2" X 12" RAINLIP OR 1 1/2" X 8" RAINLIP IS VITAL TO THE PROPER FIT OF THE STEEL CONTRUCTION. CONTRACTOR TO FIELD VERIFY THE RAINLIPS IF THEY ARE NOT TO THE DRAWING CONTACT RABCO BEFORE STEEL CONSTRUCTION BEGINS. 1 1 2" X 8" RAINLIP / ❑ 1 1/2" X 8" RAINLIP K3 01 1325' 1 1/2" X 8" RAINLIP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10' X 30' 10' X 30' 10' X 25' 5'X15' 10' X 15' 10' X 15' 10' X 15' 10' X 15' 10' X 15' 10' X 15' 10' X 15' 10' X 15, 10' X 15' 10' X 15' 10' X 15' 10' X 15' 10' X 15' 10' X 15' 10' X 15' 10' X 15' 10' X 15' 10' X 15' 10' X 15' 10' X 15' 10' X 15' 10' X 15' 15' X 20' Lj 10' X 20' 10' X 25' 10' X 25' �— HALLWAY SYSTEM AND DOORS OTHERS FIRE DOOR BY OTHERS FIRE DOOR BY OTHERS �— HALLWAY SYSTEM AND DOORS FIRE DOOR BY OTHERS BY OTHERS FIRE DOOR BY BY OTHERS � VAC VAC N V) HVAC 5'X5' 5'X5' p :N) p 5'X5' t0' X 15' 0 29ga GALVALUME TYP "U" PANEL ' 10X 25' t0' X 25' 0 10' X 10' o HORIZONTAL PARTITION o INSULATED WALL o z 0 z Q 5' X 10' 10' X 15' 10' X 15' 10' X 15' 10' X 15' 10' X 15' 10' X 15' 10' X 15' 10' X 15' 10' X 15' 10' X 15' 10' X 15' 10' X 15' 5' X 10' z a V, a V) 10' X 15' 10' X 15' 10' X 15' 10' X 15, 10' X 15' 10' X 15' 10' X 15' S' X 10' Q 0 w II �w w w� V)~ O V0 V)_ �O 10' X 25' } O v� INSULATED WALL 5' X 10' m m 5'X5' S'X5' m m INSULATED WALL 5'/ X 10' v>i m r } 3 r m 10 X 10 10' X 15' 3 10' X 10' J J J J Q = 10' X 15' 10' X 15' 10' X 15' 10' X 15' _ J Q _ _ nn Y 10' X 10' 10' X 10' 10' X 10' 10' X 10' 10' X 10' 10' X 10' 10' X 10' 10' X 10' 10' X 10' 10' X 10' 10' X 10, 10' X 10' 10' X 10' 5'X10' 5'X10 10' X 10' 10' X 10' 10' X 10' 10' X 10' 10' X 10' 10' X 10' 10' X 10' 10' X 10' 5'X5'75'X5" 5,X 10' r_______-__� r__________I r__________- r___-______- r__________� r_____---- r__________- r______-___� r__________� r__________� r__________� r_____-____� r__________� _______- r___- ------------ r__________� r__________� r__________- r___� r__________- ------------ ------------ ----------- ------------ r---------- I r__________� r__________� 5' X 10 r__________- I v-4„ 2' 2' 2' 2' 2' 2' 3' 3' 7' -8 8' 8' 8' 3'-4' X 7'-0" 1 1/2" X 12" RAINLIP DOOR BY OTHERS 1 HOUR FIRE WALL 1 HOUR FIRE WALL 50' 50' OVER HEAD COILING DOOR, AFFIX PERMANENTLY IN CLOSED POSITION AT FRONT ELEVATION - BY OTHERS FE-11 2' 2' 2' 2' 4 HOUR CMU FIRE WALL — BY OTHERS 50' CMU WALL BY OTHERS CLIP L 4" X 2" X 16"X 12ga MASONRY W/ (2) 1/2" XC3ED/ " EXPANSION BOLTS -CM WALL BY OTHERS 1 SEE STRAPPING STRAPPING DETAIL 5' sZ1s 4C16 4C76 4C16 4C16 4C16 4C16 4C76 • 4C16 4C76 4C76 4C16 4C76 4C16 4C16 14'-2" �—� 5' -4" I-- 9'-10" ---10' ---�-- 10' S 10'10, 10, --1--10' --►1�-10' —10' — -i-10' ----I� --10'--I-10' 6z16 L I I 4C76 5'1 1 4C76 4C76 4C76 4C1S 4C16 +F-10" : 4C16 4C16 4C16 — 4C76 4C76 4C76 4C16 3 4C76 1 I 6Z16 I - I- 4 ; . I I 4c; .— .—�4c;. 6 .. 4— .— .— 6 4c; .— .� — .— 6 g4c�.4C;.--1�4c— 6 6 -. 4c, OORS. 6� HALL AY SYSTEM AND Rc1 . 4C;—r- 6 I I FIRE DOOR BY OTHERS 5'-4" FIRE DOOR BY OTHERS BY OTHERS E DOOR BY OTHERS I. 6Z16 1..... r• 6 _ I0 6 �.4. VAC .'L4 . — C16 C76 _ :.,.� _ _ CI6 4. � .�� — — C7 -10" C16 .—.:* 4 ._ — C16 .�� C76 — C76 4• _ .�L4 _ — C76 ; C76 �4 ._ ; C16 ,�4— ; C16 .�4 C16 1' 4 2' 2' 2' 2' 8' 3'- 8" 3' 8' 8' 8' -4" X 7'-0" OR BY OTHERS 1 HOUR FIRE WALL — 50' 325' BUILDING D UNIT MIX 0-325' ---.�--� -- -- 4C76--- lela 9'-6"--I--10'-2" 10' 10' 10' — 4C76 6C76 — — 6C76 4C76 4C76 — — — — 4C76 — — vAC 4C 6C16 6C76 — — 4C7— 6 — — U p 1 6Z16 I RIDGE o — — — — — — — — — — - -I- — +l —+\ --�---—--------��-- --'�-- — �— '�— U c� I I : Ice' C4C76 4C16 4C16 5, 4C76 4C76 4C76 4C16 4C1 4C7 4CZ 4C16 4C76 4C INSULATED WALL D 4C76 a 29ga GALVALUME TYPE U' to ' 299a LINER PAN L PER CONTRACT HORIZONTAL PARTITION PANEL 6Z16 I ww — — — L,-1z. — �- 6� 6 — — +\4 — — — — 4 —1�14 — —4 — — — --�� — 4 — ��4 — �� — �4— �4~ ~ 4 6 4 I I rn� C76 C16 C76 C76 C76 C16 INN 9ULATQChIN AN[� C76 C76 C76 C76 C76 C76 Cm 1 C14 C76 C76 r 5' 29 a LI tR PH EL ER CONTRACT szts 1 a a Q 1 - --- m r I— — — —�Ls �5 !! s_��.— — — �� — _`�_ I I ° a n 4C16 4C16 4C16 4076 4C16 4C1s 4 4C16 4C16 4C76 4C16 4C16 ; 4C76 1 4C� 1 4C76 4C16 4C16 4C16 I I = 1 5 i 6Z 1�.4 6 4 — \� — — 4 — — --�L4 — �4 — �4— +L4 _ _ 4� — 4 — — — —` 4 — —¢ — — — 1 C/0 16 1 C,6 C76 C76 C16 : C16 : C76 : C16 C16 C16 C76 C76 C16 C76 CI 1 CI6 C76 C76 C76 r__________� r____--____� r____ _____� r____-_____r r__________� r__________n r- r- -_____ r__________ 5' ILL VL �11 __11. 1'- 4" 2' 2' 2' 2' ' 2' 2 2 2 2 2 2 1 4 2 2 2 2 - 3' -8 8' 8' 8' 8' 8' 8' 8' 8' 8' �3'- 28' 8' 8' —• X 7'-0' 3'-4" X 7'-0" DOOR BY OTHERS DOOR BY OTHERS 1 HR FIREWALL 1 HR FIREWALL 4" X 20ga STUDS MIN. 4" X 20ga STUDS MIN. A 24" O.C.- BY RABCO A 24" O.C.- BY RABCO (1) LAYER 5/8" GYP. BD. (1) LAYER 5/8" GYP. BD, EACH SIDE - BY OTHERS EACH SIDE - BY OTHERS 4" X 2 1/2" X 16ga ZEE BEAM TYP. 26ga GALVALUME STANDING SEAM ROOF (2) 1/2"0 BOLTS -7 II (2) 1/2"4 BOLTS 6" X 2 1/2" X 16ga �-- 6" X 2 1/2" X 16ga CEE COLUMN 6" X 2 1/2" X 14ga CEE COLUMN CEE COLUMN 6C14 CROSS BEAM SUPPORT 26ga STANDING SEAM ROOF 4" X 2 1/2" X 16ga OR 6" X 2 1/2" X 169a GEE COLUMN. 2" X 24ga STRAPPING TOP AND BOTTOM 6C16. ATTACH TO ZEE W/ #12 X 3/4" TEK AT 5' O.C. 6" X 2 1/2" X 16ga ZEE BEAM AT SPAN CONDITIONS STRAPPING DETAIL 325' BUILDING D FRAMING PLAN 4 HOUR CMU FIRE WALL BY OTHERS REVISIONS DATE 45' 1'-4" 2' 1' 4 2' 2' 2' 2' 2' 2' 8' 3' 3'- 8" 8' 3'-4" X 7'- DOOR BY OTHERS 1 HOUR FIRE WALL i 60' 2' 1' 4 2' 8' 3'-8" 3'-4" X 7'-0" DOOR BY OTHERS 65, 45' L 4" X 2" X 16"X 12ga — CLIP ANGLE ATTACHED TO MASONRY W/ �2) 1/2" X 3 3/4" EXPANSION BOLTS (2 1/2' MIN. EMBEDMENT) FOR ZEE BEAM ATTACHMENT - TYP. CMU WALL BY OTHER 6Z161 —' — ca cUo — �t4C16 �L4C16 �4C76 �4C76 4C16 �4C76 4C76 �4C76 �4C16 I I 10'-0" 10'-2" 9'-10" -T- 10, �- —10' ---I� --10' 10' �I� -- 10' 10' -I� 9'-10" ---{ 5'-4" �- — 9'-I110" 1 9'-4" — .4 X 2 1/2" X.16ga ZEEE BEAM.I 6C16 6C16 4C76 4C16 4C76 4C16 4C/6 4_% -�4C16 4C76 4C16 1 4C16 I 6C76 4' X 2 1/2" X'16ga ZEE BEAM I 6Z16 I — —. .—�` . —. . . . . . T—. —... —. `. —• — — — 4C 4C 4C 4C 4C 4C 4C7 4C1� 4C I I 16 16 FIREI DOOR BY OTHERSI6 16 16� HA LWA SYSTEM AND DOORS 1 BY OTHERS 4" X 2 1/2" X 16ga ZEE BEAM B% 6% 0 4C76 4C16 4C76 : 4C76 4C76 : 4C16 ;I4C76 4C76 �V�l 4C164C74 0 4"_X 2 1 2X'169aZEE BEAM' RIDGE -IL_ 6Z16 0 4C16 4C16 �4C764C16 4C16 — �4C16 4C16 — 4C16 4 I—! qC�6 a� �w 4" X 2 1 /2" X' 16ga ZEE BEAM'11� _� — L. �� — 640 C1 1 4C7 r O izzz 4� 1 4C1 4C7 4C7 4C71 SU T WA 4CN 4Cl 4C1 40 m I 4C1 I SEE S ZAPPI�G DETAIL 6 1 4 V 6 6 6 6 6N Lq Ep L,LL qq 6p I 6 6 �¢ 6 00 29ga LINER PANEL PER CONTRAC ? 1 16 }��4" X 2 1/2" X* 16ga ZEE BEAM: '¢ 6Z16 E-H-fi-�� 4C76 4C76 1 4C 6 1 4C16 4C76 4C76 4C76 4C76 4C16 4C16 4C76 1 14 I I O 4C16 4" X 2 1/2" X'16ca ZEE BEAM• I — — 4C1 J4C 4— — _- . -,4C1— K,—IC ,— K,- — 4C1 —K4C7 4C7 — 4C1 — 40 4C�� 4C7 16 6 1 A� 1 1g 6 6 6 6 6 6 6 F 6 a 1 ------------ r^__� 1 ________- ------------ ----------- r__________- r----------� r----------� r----------� r-----------1 1 1 1--------- r--- ------- 2' 2' 1�4 2' 2 2' 2' 2' 2'2' 2' 1' 4 2' 8' 8' 8' 8' — 8' 8' 3'-4" X 7'- 3'-4" X 7'-0" DOOR BY OTHERS CMU PIER BY OTHERS DOOR BY OTHERS 1 HR FIREWALL 1 HR FIREWALL 4" X 20ga STUDS MIN. 4" X 20ga STUDS MIN. A 24" O.C.- BY RABCO A 24" O.C.- BY RABCO ALI--Wo.— (1) LAYER 5/8" GYP, BD. (1) LAYER 5/8" GYP. BD. EACH SIDE - BY OTHERS EACH SIDE - BY OTHERS DRAWN BY JSV OF 14 SHEETS 9 ,z 9 -4 nnu 11C0ni JTc zn' n n 11— T/ 8 T. GUTTER EXP. BOX 60' O.C. MAX. TYP GUTTER EXP. BOX 60' O.C. MAX. 325' BUILDING D WEST ELEVATION 325' BUILDING D EAST ELEVATION 25' w 26ga STANDING SEAM ROOF a "ULTRA DEK" GUTTER AND DOWNSPOUTS RAKE TRIM GUTTER AND DOWNSPOUTS GUTTER AND DOWNSPOUTS T/RIDGE T/EAVE ::.. T/EAVE T/EAV 8"E� 8'-8"- T.O.M. 9'-6" 8'-114" 8'-114" 8'-114" FROM R.L. FROM R.L. FROM R.L. OVER H D COILING OOR, AFFIX BY OTH RS PERMANENTLY IN CL SED POSITION AT FRO N ELEVATION BY OTHERS 45' BUILDING D NORTH ELEVATION GU' T/RIDGE 9 FROM R,L, SECTION A -A REVISIONS1,3/19/01 0 REV. BY JSV 0 REV, BY JSV 0 REV. BY JSV GUTTER EXP. BOX 60' O.C. MAX. 25' 269a STANDING SEAM ROOF "ULTRA DEK" RAKE TRIM 45' BUILDING D SOUTH ELEVATIO GUTTER AND DOWNSPOUTS �T/EAVE T/RIDGE T.O.M. 8-114. GUTTER AND DOWNSPOUT /EAV E 8'-8" T.O.M. /4" X 169a LINTEL ALL BY OTHERS FROM R.L. 1 1/2" X 11 1/4" RAINLIP FROM R.L. GUTTER EXP. BOX 60' O.C. MAX. GUTTER EXP. BOX 60' O.C. MAX. GUTTER EXP. BOX 60' O.C. MAX. -RAKE TRIM T/EAVE 8'-8' T.O.M. -114" 1'-4" M R.L. M 5/8" DOUBLEFACE TAPE OVER HEM 2" 1 1/2" RETAINER ANGLE it,ii,Ni,S-,iiUitL4AiTTlinOMORRETAINER— USE WITH 6" INSULATION. APPLY DOUBLEFACE TAPE OVER CLOSED HEM AREA OF INSULATION RETAINER IMPORTANT END LAPS INSULATION RETAINER FOLLOW INSTALLATION PROCEDURES AS LISTED IN RABCO TECHNICAL INSTALLATION MANUAL 3 BEND END OF ROOF PANELS DOWN USING 3 3/4' 3 4 TOOL PROVIDED BY THE RABCO CORP. / 3" LAP — OCURS ONLY AT PANEL BREAKS 5 1/2" 16ga LINTEL 14x 1" AB ULTIMATE 14 X 7/8 G. STRAP W/ SEALING WASHER (5 PER ENDLAP) MBCI GUTTER STRAP CINCH STRAP AT 4' O.C. SUNBELT) 3" DOUBLE BEAD SEA ANT AT 2' D.C.�SNOWBELT) DOUBLE BEAD TAPE SEALER OVER KNIFE EDGE (ONLY) FULL LENGHT OF EAVE + 3" STANDING OVER AND UNDER I/S CLOSURE SEAM ROOF PANELS 14x 7/8 ULTIMATE LAP TEK I"-- 7 BACKUP PLATE W/ SEALING WASHER o RABCO GUTTERS TRIPLE BEAD DOUBLE BEAD T P TAPE SEALER METAL INSIDE CLOSURE LINTEL TO BLOCK W/2 14 X 1 TEK3 °a ROOF CLIP 14x7/8" LAP TEK ULT. 12 X 1 ULTIMATE 1/4"-14x1" TEK W/ SEALING WASHER AT 12" O.C. (8) PER PAN INTO LINTEL AND I/S CLOSURE ZEE BM (AS ROD. (CONT, DOUBLE BEAD SEALANT BETWEEN GUTTER AND U—DEK) SEE PLAN) 3" STANDING SEAM ROOF PANELS GAUGE AS SPECIFIED IN CONTRACT 16ga LINTEL NOTE: APPLY DOUBLE BEAD TAPE SEALANT W/ 1/2"DIA.x3-3/4" EXPANSION 1/2"DIA.x3-3/4" EXP. BOLT AT 3' O.C. OVER KNIFE EDGE OF MALE SEAM OF BOLT AT 3' O.C. ALONG CONT. U—DEK PRIOR TO ASSEMBLING OF CONCRETE MASONRY WALL CMU BOND BEAM U—DEK WITH FEMALE PORTION OF SEAM (BOND BEAM TO BE CONT. ALONG PERIMETER OF CMU BLOCK WALL), CMU WALL SECTION OF ROOF, AT SAVE , CMU WALL NOTE TO CONTRACTOR: CMU BOND BEAM REQUIRED AT THIS LOCATION, BOND BEAM MUST BE FILLED WITH CONCRETE, MORTER IS NOT ACCEPTABLE. IF BOND BEAM IS NOT PRESENT OR IS IMPROPERLY CONSTRUCTED RABCO WILL NOT BE RESPONSIBLE FOR COSTS INCURRED BY USING ANOTHER ANCHOR SYSTEM OTHER THAN WHAT IS SPECIFIED ON THIS DETAIL, CONTRACTOR IS ALSO RESPOSIBLE FOR VERIFYING ALL MASONRY WALL HEIGHTS. RABCO WILL NOT BE RESPONSIBLE FOR COSTS INCURRED BECAUSE OF INCORRECT MASONARY WALL HEIGHTS OTHER THAN SPECIFIED ON OUR DRAWINGS. UU ltN sir RABCO GUTTER 8'-6 1/2" TOP OF CIVIL FROM F.F. SECTION AT LOW SIDE UP DOOR PER )ULE TRACK BEYOND AND GUTTE 12" X 1" ULTIMATE AT 24" O.C. RAKE TRIM RAKE SUPPORT \ L3-3/8x2-1/2x14 GA. CONT. ATTACH TO 1 1/2" X 1 1/2" 12 GA. W/ (2) 1/4"-14x1-1/4 TEKS T/WALL ELEV. 2" BELOW ROOF LINE #14 — 1-1/4" TAPCON ANCHOR AT 12" O.C, CMU BOND BEAM BY OTHERS (BOND BEAM TO BE CONT, ALONG PERIMETER OF CMU BLOCK WALL). 1 /2" X 3 3/4" EXP. ANCHORS CMU/ CONCRETE WALL BY OTHERS 1 1/2" X 1 1/2" X 12 GA. x 1'-6" ANGLE ATTACHED W/ (4) 1/4"-14x1" TEKS TO ZEE BEAM 3@3" 3" STANDING SEAM ROOF PANELS `W/ UTILITY CLITS o 'N 0 4% 2 1/2% 16ga ZEE BEAM 0 (1) 1 /2"DIA.x 1" BOLTS 2 X 4 X 12ga EXP. ANGLE ZEE BEAM CONNECTION TO CMU WALL STRUCTURAL DIM. LINE SHORT LAP 7-1/2" I �-- (2) 1/2"DIA. x 1" 4"x2-1/2"x16 GA. I A307 BOLTS -TYP. ZEE BEAM (SEE PLANS FOR GZ16 LOCATIONS) TYPICAL ZEE BEAM COLUMN CONNECTION 4"x2-1/2"x16 GA. CENTERLINE OF COLUMN CEE COLUMN (SEE PLANS FOR 6C16 LOCATIONS) CEE COLUMN I 12 GA. BASE ANGLE ATTACH TO COLUMN W/ (1) 1/2"x3-3/4" WEDGE ANCHORS OR EQUAL (2)1/2"0 X 1 A307 BOLT MINIMUM EMBEDMENT=3" 4' MIN, — - - SLAB AND FOUNDATION CEE COLUMN BASE PLATE ANCHOR TO SLAB VIEW PERPENDICULAR TO LENGTH OF BUILDING 3 COLUMN SECTION —1 NOTES 1.) 6x2,5x16 GA. ROOF ZEE BEAMS SHALL HAVE 7.5" SHORT LAPS AND HAVE (2) 1 /2"0 X 1" A307 BOLTS CONNECTED TO 4" CEE COLUMN, 2.) 6x2.5x16 GA.CEE COLUMNS SHALL HAVE (2) 1/2"x3 3/4" EXPANSION BOLTS INTO SLAB AT COLUMN BASE PLATE, 2.) 8x2.5x14 GA. ROOF ZEE BEAMS SHALL HAVE 11 1/2" LONG LAPS AND HAVE (4) 1/2"0 X 1" A307 BOLTS CONNECTED TO 6x2.5x16ga CEE COLUMN. REVISIONS I DATE CEE COLUMN SEE PLANS FOR SIZE AND LOCATIO ! X 12 26ga GALVLUME ANGLE MAT BE USED TO EXTEND PARTITION IF GAP BETWEEN TOP OF PARTITION AND UNDERSIDE AT ROOF EXCEEDS 8". (NORMALLY ON BLDGS OVER 9'-0" TALL) 22go CS-1 EA, END OF PART, WALL FASTEN TO PIER TOP, BOTTOM, AND MIDDLE PLATE W/ #12 TEKS OR USE 1" SHOT PINS 24" O.C. FOR CMU OR TILT WALL FASTEN PANEL TO ANGLE W/ #12 TEKS AT 6" O.C. (EVERY CORRUGATION — TYP.)— THE RABCO CORPORATION Post Office Box 27 • Ocoee, Florida 34761 800/989-0220 • CB C047783 • Fax: 407/877-9065 12" X 1" ULTIMATE AT 24" O.C. RAKE TRIM ♦ ' RAKE SUPPORT L3-3/8x2-1/2x14 GA. CONT. ATTACH TO 1 1/2" X 1 1/2" 12 GA. 1' - 0" W/ (2) 1/4"-141-1/4 TEKS 3 @3" T/WALL ELEV. z T FOLLOWS ROOF LINE #14 — 1-1/4" TAPCON o ANCHOR AT 12" O.C. 00 0 CMU BOND BEAM BY OTHERS (BOND BEAM TO BE CONT. ALONG PERIMETER OF CMU BLOCK WALL). 1/2" X 3 3/4" EXP. ANCHORS CMU/ CONCRETE WALL BY OTHERS 1 1/2 X 1 1/2" X 12 GA, x 1'-6' ANGLE ATTACHED W/ (4) 1/4"-14x1" TEKS TO ZEE BEAM -3" STANDING SEAM ROOF PANELS W/ UTILITY CLITS 4"x 2 1 /2"x 16ga ZEE BEAM (1) 1 /2"DIA.x 1" BOLTS 2 X 4 X 12ga EXP. ANGLE ROLL UP DOOR PER SCHEDULE �— DOOR TRACK BEYOND ZEE BEAM CONNECTION TO CMU WALL ZEE BEAM NOTE: PARTITION PANEL WILL BE A MAXIMUM SEE PLANS FOR OF 8" BELOW ROOF OR FLOOR DECK SIZE AND LOCATION II / I I / / PARTITION PANELING GAUGE PER CONTRACT / / II III ROOF PANELS (1) 1/2"DIA.x1" BOLT SJE -PLANS FOR ZEE BEAM SIZE , ________ AND LOCATION -------r- 4"x2-1/2x16 GA. ZEE BEAM — N 12 x 7/8 TEKS AT 20" O.C. (COVER EXPOSED PORTION OF SCREWS W/ PLASTIC CAPS TO 6' A.F.F.) ATTACH PANEL TO CEE COLUMN W/ #12 TEK AT 6" O.C. VERTICALLY EVERY CORRUGATION PARTITION WALL DETAIL PARTITION PANELING - TYPE "U" BY MBCI PRELIMINARY DRAWING SET FINAL APPROVAL MFG. RELEASE OWNER'S SIGNATURE 4"x2 1/2"x16 GA. CEE COLUMN — 12ga BASE ANGLE CLIP WI IAM r. STUHRKE, PhD PR( ESSIONAL ENGINEER ''I_ IDA RRrGkSTRATION #22150 J 26ga GALVALUME 1 X 12 ANGLE MAY BE USED TO EXTEND PARTITION PANEL IF GAP BETWEEN TOP OF PARTITION AND UNDERSIDE AT ROOF EXCEEDS 8" (NORMALLY ON BUILDINGS OVER 9'-0" TALL.) 12 X 3/4 TEK 6" O.C. VERTICALLY U-PANEL 1/2" X 3 3/4" WEDGE ANCHOR PARTITION PANEL STOR— A —WAY S.R. 46 AT UPSALA ROAD SANFORD, FLORIDA DRAWN BY USV OF 14 SHEETS (2) 2x P,T. WOOD BLOCKING. 18,-0" FROM F.F T.O. ARCH d o I ^ l\ +\ 20 ga. MTL. FRM'G. U.N.O. J 1 "x 1 /2" 'V' GROOVE. U SEE ELEVATIONS. f 13'-10 1/2" FROM F.F. TOP OF BOND BM. AT WALL AND COLUMNS BEYOND. u 11'-10 1/2" FROM F.F. `Y TOP OF BOND BM. 1" THICK E.I.F.S. PAINT PER ELEVATIONS s DRIP a, - 0 7'-10 1/2" FROM F.F. TOP OF MASONRY OPENING. 1" THICK E.I.F.S. DRIP RECESS. TYP. ENTRY DOORS. SEE SCHEDULE. E.F.I.S. WALL FINISH AND TRIM BEYOND. SPLIT FACE BEYOND. 1/2" CDX PLYWD. w/ CAP FLASHING. (CAP FLASH'G BY MTL. FRM'G. FAB.) 1/2" CDX PLYWD. ON 3-5/8" 20 ga. MTL. FRM'G. ALIGN PLYWD. W/ FURRING BELOW - � U PANEL BY RABCO 6" 16 ga. STIFFENING STUD ATTACHED TO CONC. BILK. WITH 7 1/4" DIA. TAPCONS THRU LEG OF STUD. LOCKABLE ALUM, ACCESS PANEL FOR ACCESS TO SIGN COMPONENTS. COORDINATE SIZE, QUANTITY AND �\+ LOCATION W/ SIGN SUB CONTRACTOR 10 _ 6" 16 ga. STIFFENING BRACE 1 ' ' ATTACHED TO CONC, BILK. WITH 2 1/4" DIA. TAPCONS THRU LEG OF ` + ; ;+ STUD. + / ¢r +/ i fit\-21x 6ga STANDING SEAM ROOF BY RABCO P.T. FURRING FLASING AND /: i== COUNTER FLASHING / ' r''- TO PREVENT LEAKAGE o BY RABCO Ipmamm i i 7/1R' + ' ++ i ROOF INSULATION BY RABCO 6 1/ p'e n C� �hUSP, CLG. SYSTEM AND LL NEC. SUPPLIMENTAL SUPPO FRM'G, BY G.C. �p s 5/8" GYP.BD. OVER 3/4" P.T. FURRING. PAINT GYP.BD. PER SCHEDULE 1 SECTION AT STORE FRONT 5-13 BY OTHERS nNl Y FnR Rl Jll nINC, A INSTALLATION PROCEDURE (1) APPLY DOUBLE BEAD TAPE TO THE REAR FLANGE OF THE GUTTER EXPANSION BOX. CENTER THE G.E.B. ON THE PIER AND ATTACH REAR FLANGE TO THE ROOF PAN S1 WI Rf 01 WI TF (2) TF 1' TF (3) SP Al' PI 11'-10 1/2" FROM F.F TOP OF CMU d E.I.F.S. FINISH OVER-� CMU. 8x8x16 C.M.U. WALL. SEE— STRUCT. A, 7'-10 1/2" FROM F.F. TOP OF MASONRY OPENING, DRIP OVERHEAD COILING DOOR - WITH COIL DELETED: DOOR SHALL BE PERMANENTLY FIXED IN CLOSED POSITION. 2x4 & 1 x4, P.T. WOOD BLOCKING. PARAPET TOP CAP VERIFY SLOPE FLASING AND COUNTER FLASHING TO PREVENT LEAK BY RABCO DING SEAM ROOF BY4k149a ROOF INSULATION fy/ RgeC CEE BY RABCO IT�C 0' C FXp eocrs VERIFY W/ DOOR SUPPLIER `--29 ga. UNFINISHED GALV. STEEL PANELS OVER 3-5/8" 20 ga. STUDS AT 24" O.C. CONT. AT DOOR WALL, PROVIDE R-11 BATT INSUL. - ENTIRE ASSEMBLY BY RABCO 2 SECTION AT HIGH SIDE PARAP -13 ONLY FOR BUILDING A GUTTER EXPANSION BOX DE UTTERS 310N. E G.E.B. .� .....,. ,� 1E GUTTERS. (7) IN THE CASE WERE SCUPPERS ARE REQUIRED, CUT OUT THE BOTTOM OF THE G.E.B. TO THE INSIDE DIMENSIONS OF THE SCUPPER. RIVIT SCUPPER TO THE BOTTOM OF THE G.E.B. 9k 11'-10 1/2" FROM F.I TOP OF CMU c ,I 2" THICK E.I.F.S. PAINT PER ELEVATIONS E.I.F.S. FINISH OVER CMU. 1" THICK E.I.F.S. TRIM. i, 3'-8 1/2" FROM F.F. TOP OF TRIM F RABr 3 3/4 8x8> TIE SEE f PARAPET TOP CAP PARAPET TOP CAP VERIFY SLOPE VERIFY SLOPE U PANEL BY RABCO 13'-2 1/2" —2x P.T. WOOD BLOCKING. 13'-2 1/2" FROM F.F. TOP OF CM( -FLASING AND COUNTER FLASHING 26ga STANDIN SEAM ROOF E RABCO TOP OF CMU d { TO PREVENT LEAK BY BY RABCO BDO&CKING o ASSEMBLYGLUED SCREWED TOGETHER, THEN ANCHOREDD TO BLOCK. FLASING COUNTER FLASHING 2" TO PREVENT LEAKAGE 8 9Y 4X74 ROOF INSULATION `v i ' BY RABCO ly/ RA&CQ CEE BY RABCO qT i FOAM E.I.F.S. TRIM. 21/2„ 13 3/4 I Fkp eO�T S r' B k4X 4 ROOF INSULATION I �y, RgeC� CEE BY RABCO 12x8x16 CMU EXp e0CTs OL 7'-10 1/2" FROM F.F. TOP OPENING i E,I,F.S. FINISH OVE i CMU. i DRIP i 12x8x16 C.M.0 STRUCT. i E.I.F.S. FINISH OVER �- SMOOTH SCORED 8"x8"x16" CMU. 1" THICK E.I.F.S. CMU. SEE ELEVATION, i i TRIM. �- REINFORCING RODS PER i 3'-8 1/2 STRUCT. I TOP OF TRI OIL3'-8 1/2' FROM F.F. i TOP OF TRIM 12"x8"x16" SPI FACE CMU. �- 8x8x16 C.M.U. WALL. SEE 8"x8"x16" SPLIT I REINFORCING RODS PER STRUCT. FACE CMU. STRUCT. 3 SECTION AT HIGH SIDE PARAPET -13 ONLY FOR BUILDING A 6 SECTION AT ENTRY LOW SIDE EAV -13 ONLY FOR BUILDING A REVISIONS DATE 1� REV. BY JSV 2/28/01 0 REV, BY JSV 3/5/01 REV. BY JSV 3/19/01 u u 8x8x16 C.M.U. WALL, SEE STRUCT. 4 SECTION AT HIGH SIDE F -13 ONLY FOR BUILDING A 11'-10 1 2 TOP OF CM( E.I.F.S. FINISH CMU. 1" THICK E.I.F.`. TRIM. 3'-8 1/2' TOP OF TRIP SMOOTH, SINGL CMU 7 -1 THE RABCO CORPORATION Post Office Box 27 • Ocoee, Florida 34761 800/989-0220 • CB C047783 • Fax: 407/877-9065 T 5 SECTION AT HIGH SIDE PARE - S-13 ONLY FOR BUILDING A 26ga STANDING SEAM ROOF "ULTRA DEK" PARAPET TOP CAP %- VERIFY SLOPE PER PLAN / �T SHOWN / LFLASHING PANEL BY RABCO SHING AND COUNTER TO PREVENT LEAKAGE X 1 BOLT 26ga STANDING SEAM ROOF ANGLE--------/� aim �— 4" X 2 1 /2" X 16ga BOND BEAM BY OTHERS ZEE BEAM (BOND BEAM TO BE CONT. (1) 1/2" DIA. x 1 BOLT ALONG PERIMETER OF CMU BLOCK WALL). 12ga EXPANSION ANGLE 1/2" X 3 3/4" EEXP. ANCHORS CMU BY OTHER 8 SECTION AT PARAPET END WALL -13 ONLY FOR BUILDING A D N AT PARAPET END ONLY FOR BUILDING A PRELIMINARY DRAWING SET WI IAM F. STUHRKE, PhD PR FESSIONAL ENGINEER FL ID A , STRATION #221 OWNERS SIGNATURE FINAL APPROVAL 7.�0/ MFG. RELEASE ' STOR— A —WAY S.R. 46 AT UPSALA ROAD SANFORD, FLORIDA DRAWN BY JSV s GENERAL NOTES: 1. ALL COLD —FORMED STRUCTURAL STEEL MEMBERS SHALL BE IN COMPLIANCE WITH THE SPECIFICATIONS FOR THE DESIGN OF COLD —FORMED STEEL STRUCTURAL MEMBERS,THE L TEST Qy ITION, AND ALSO SHALL COMPLY WITH THE LIGHT GAGE STRUCTURAL IN " A 1C � "=W,--"DBOOK FOR Fy=57 KSI, ESTABLISHED 1990, ` COLD -FORMED STRE't4iW146PEf E R TI fGTH SHALL BE F =57 KSI AND MATERIAL SHALL C64eK I ROVISIONS OF ASTM A572-GR. 55 ASTM 607-85 GR.55: S 07- _ C A GR 55, AND/OR ASTM A611 85, FOR YEILD STRENGTH' `=g 7 I , • .;' q 3. ROOF PANELS SHALL MBCI GAUGE AS SPEC.- R-PANEL. ALL ERECTION, FABRICATION, WORKMANSHIP, AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE LOCAL AND STATE REGULATIONS, RABCO AND IN ACCORDANCE WITH INSTALLATION PROCEDURE MANUAL AND/OR INDUSTRY STANDARDS APPROVED BY THE ENGINEER -OF -RECORD. 41 BOLTS NOT CALLED OUT ON PLANS ARE TO BE ASTM A307 WITH A SHEAR STRENGTH OF 10 KSI (Fv-10 KSI), MACHINE ZINC COATED GRADE 5 BOLTS MAY BE SUBSTITUTED AND/OR A325-N. 5, ROOF SHEETS SHOULD BE INSTALLED FROM LOWEST STEPD❑WN TO HIGHEST ELEV, 61 ALL CONCRETE SHALL HAVE A 28 DAY C❑MPRESSIVE STRENGTH OF 3000 PSI (MIN) 7, ALL CONCRETE ANCHOR S/EXPANSION BOLTS SHALL BE HILTI KWIK BOLT II OR EQUAL. 8, ALL PARTITI❑N PANELS SHALL HAVE A MIN, THICKNESS OF 0,0175" (U.O.N.) MBCI TYPE "U" OR EQUAL, STRUCTURAL DESIGN CRITERIA: 1. THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE: A. SBCCI's STANDARD BUILDING CODE B. AISC MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN 9 th. EDITION. C. AISI SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 1986. D. LIGHT GAGE STRUCTURAL INSTITUTE 1990. 2. LOADINGS: A. D.L. (ROOF) = 5 PSF B. L.L. (ROOF) = 20 PSF C. WIND LOAD = 100 MPH WIND SPEED D. SNOW LOAD = 0 PSF STANDING SEAM ROOF NON-COMBUSTABLE — 20go MIN, TOP TRACK ZEE BEAM PER PLANS 5/8" FIRE RATED GYP. BD BY OTHERS 4" X 20ga STUDS MIN. AT 24" O.C. 5/8" FIRE RATED GYP. BD BY OTHERS NOTE: ATTACH GYP BD, PER U-425 AND TAPE ZEE PENTRATIONS AND SEAMS AS STATED BY UL425 ON COV-1 1/2" X 3 3/4" EXP 20ga MIN. BOLT AT 24' O.C, ATTACH STUDS TO BOTTOM TRACK / ES-12ACH X 1/2" LO.C. RMAXHEAACK D UR FIREWALL PER UL-425 CS-1 s THIS SIDE OF COLUMN SAME LENGTH OF CEE COLUM CS —Is THIS SIDE OF COLUMN SAME HEIGHT AS COLUMN. FIE CUT TO FIT UNDER ZEE FLAN( CEE C PFR __ nE-c nlll I IAAAI GENERIC FRAMING FOR PARTITIONS WITH CROSS PARTITIONS ROOF PANEL CMU BOND BEAM BY OTHERS ZEE BEAM PER PLAN oy (1) 1 /2"DIA.x 1 " BOLTS ..o o (1) 1 /2"DIA,x 1 " BOLTS 2 X 4 X 12ga EXP. ANGLE A 2 X 4 X 16 X12ga EXP. ANGLE 1 /2" X 3 3/4" `➢ 1 /2" X 3 3/4" EXP, ANCHORS EXP. ANCHORS 4 HOUR CMU FIRE WALL BY OTHERS 2 4 HOUR CMU FIREWALL S-14 THE RABCO CORPORATION Post Office Box 27 . Ocoee, Florida 34761 800/989-0220 • CB C047783 • Fax: 407/877-9065 G PRELIMINARY DRAWING SET i 4 WILL M r. STUHRKE, PhD PRO SSION L ENGINEER FLO A R GIS RATION #22150 FINAL APPROVAL ©� MFG. RELEASE OWNER'S SIGNATURE STOR— A —WAY S.R. 46 AT UPSALA ROAD SANFORD, FLORIDA DRAWN BY JSv OF 14 SHEETS b s 3 m 'PFRICIF COPY u RNA INSPECTION RE U.IRW ,Q PLANS RE-VIYERAViED CITY OF SAWFORE SANFORD FIRE DEPARTiWENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, FL 32772 (407 302-1022 / FAX (407) 330-5677 Pager (407) 918-0388 Plans Review Sheet Date: 4/4/01 Business Address: 4051 W. I" St. Oce. Ch. 29 Business Name: Florida Stor-A-Way Ph. (4070 321-5811 Contractor: Oden Hardy Ph. (941) 792-2233 Reviewed [ ] Reviewed with comment [ X J Rejected [ ] Reviewed by: H. A. "Pete" Tucker, Fire Protection Inspector Comment: Plans reviewed as Storage Occupancy. FD reserves right to require applicable code requirements if occupancy use changes. This is a second review due to plans being changed from original submission. Must have 40' outside turning radius with an additional 5' of no obstructions above the curb/road, plus height clearance of 13'6" for FD access. Must comply with NFPA 80, 90A, 221 and 251 standards. Exit lighting and exit doors do not comply with LSC 29-2.4 or 2.5.(Too Confusing, different sheets show different configurations) FD inspections of all fire walls required. SOS system with Knox. Key override required. Application included with plans review documents. Also see building division comments. FD reserves the right to require performance based design criteria. 1.1 Application — New Building. Type IV Const., Bldg. A — 21,925 sq.ft. Bldg. B — 20,800 sq.ft. Bldg. C — 20,800 sq.ft. Bldg. D — 14,625 sq.lt. 1.2 Mixed — N/A 1.3 Special Definitions — N/N 1.4 Classification of Occupancy — Storage 1.5 Classification of Hazard of Contents — Ordinary 1.6 Minimum Construction — N/R 2.2 Means of Egress Components — See Comments 2.3 Capacity of Egress — See comments 2.4 Number of Exits — See Comments 2.5 Arrangement of Egress — See Comments 2.6 Travel Distance — See Comments SANFORD FIRE DEPARTIVENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-1022 / FAX (407) 330-5677 Pager (407) 918-0388 2.7 Discharge from Exits — See Comments 2.8 Illumination of Means of Egress — O.K.; will field verily 2.9 Emergency Lighting — O.K.; will field verify 2.10 Marking of Means of Egress — See Comments 2.11 Special Features — N/A 3.1 Protection of Vertical Openings — N/N 3.2 Protection from Hazards — N/N 3.3 Interior Finish — Class "C" 3.4 Detection, Alarm and Communications Systems — N/A 3.5 Extinguishing Requirements — as per NFPA 10 3.6 Corridors — N/A - 4 Special Provisions - 5 Building Services 5.1 Utilities — as per LSC 7-1 5.2 HVAC —as per LSC 7-2 5.3 Elevators, Escalators, Conveyors (4A-47) — N/A 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A Sanford City Code — Chapter 9 Fire Sprinklers: N/A Monitoring: N/A Other: NFPA 1 3-5.1 Fire Lanes — Required if building is more than 150' from street; exception: building has fire sprinkler system. 3-6.1 Key Box — Required; will field verify 3-7.1 Bldg. 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PAINT PF-RI. 01 ETC., BY; METAL- 2j" 2 0_ 4� FRAMING FRAMING b_ ELEVATIONS INSULATION BY METAL INSULATION BY METAL FABRICATOR. FABRICATOR. FRAMING CONTRACTOR. FRAMING CONTRACTOR, PROVIDE AT 2" THICK E.I.F.S. o E.I.F.S. FINISH CONDITIONED SPACES PAINT PER OVER CMU. SEE 7 ONLY. ELEVATIONS 'TTOP ELEV. FOR COLOR. INSULATION BY METAL '111 ATInm F;y mr A 1121, L411 6 C.M.U. WALL. PROVIDE 2" TNICK El OF T P AT FRAMING CONTRACTOR' VERIFY V4/ DOOR Bxaxl TRIM. F:WN� SEE STRUCT. CONDITIONED SPACES `" SUPPLIER 6 112 SU5P, CLG. SYSTEM AND N ONLY. ELEVATIONS ALL'NEC. SUPPLIMENTAL OL 7'—.10 1/2 OIL �_10 1/211 —7- ,,J. SUPPORT FkM'G. BY G.C. \'f TOP OF MASONRY 'T MASONRY TOP OF MA r 5P. W; 1;`­ ­; I OPENING. OPENING. FACE VENEE t THICK E. 1. F.S. 29 ga. UNFINISHED REIN -FORCING PAINT PER 15/5" GYP.BD. OVER 3/4" P.T. GALV. STEEL PANELS PER 5TRUC FURRING. PAINT GYP-15D. 12 ELEVATIONS OVER -5-5/5" 20 go. x6x 16'' H.0 H. U PER SCHEDULE STUDS AT 24" O.C. SEE STRUCT RECESS. TYP DRIP CONT. AT DOOR WALL. PROVIDE R-11 BATT E.I.F.S. FINISH INSUL. — ,ENTIRE. 0 OVER CMU. SEE ...... .. ............ OVERHEAD 'COILING EN-rRY QCOR$� SEE ASSEMBLY BY METAL EI-EV. FOR COLOR. SGCHEDULE. DOOR�VIITH COIL DELETED: [DOOR SHALL FRAMING CONTRACTOR, FILL CEL�6.'', STRUC. BE PERMANENTLY 1LI �t 0 IND �w p �1� (0, -i 7, ­TJ_ T �r V U­11,111 rk-M _tA. VIM TIM, � �., s T R�w W,'r YAT, t.astir W PT 'A".z 4 WE A —A M� 1U A.� ty w "P. V, I m is 1 11 —0 3'-0" Lill 4 3 3 0 31-011 3'- -oil 31 VARIE:,9,FfF SCIHEDULE % 21, oil Lo (all L21-011 LO V %j NJ lL- „ ." I 'I T�'E "AL-1" 4" TYPE A L 31-011 31-01' 31-4311 11 5 4 III HI HEAD 4" HI HEAD Q3 tt.,; SI T r P 8 44M- 1 2 TYPE P M - 3 TYPE "HMTYPE P M 4 J 2t7 R Is Rao A 1, . . . wr I DRYWE (SEE C DRYWEI (SEE D I MECHANICAL NOTES: �/ \ 1 f--�� — .� �✓-—� O1 8"�b UP TO 8"� OUTSIDE AIR INTAKE ROOF CAF'. 6� 10"X6" OPEN END DUCT STUBBED OUT 6" LONG. 1 PROVIDE MANUAL VOLUME DAMPER AND COORDINATE ALL DUCT WORK ELEVATIONS WITH BUILDING "A" FLOOR PLAN I3IRDSCREEN. ARCHITECTURAL DRAWINGS. (2) REFRIGERANT PIPING ROUTED OVERHEAD. SCALE: 1 /8" = 1'-0" 0053 CONTACT MANUFACTURER FOR PIPE SIZES. 70 1-1 /4' CONDENSATE DRAIN LINE DOWN TO BELOW J 1-1 /4" CONDENSATE DRAIN LINE BELOW SLAB. -- SLAB TO DRYWELL. (SEE "CONDENSATE DRAIN Og REFRIG. PIPING ROUTED UP OVERHEAD TO PIP!NG DETAIL"). CONDENSING UNIT OUTSIDE. r), 36X20 RETURN REGISTER, TITUS MODEL 350FL WITH OBD. MOUNT AT 4" ABOVE 14-� FINISHED FLOOR TO BOTTOM OF REGISTER. � (.) NOT USED KEY PLAN NOT TO SCALE _L ETAIL) Faber " Widdows Lic.# AA 0003300 3336 Grand Blvd. Suite 102 Holiday, Florida 34690 Ph. 727. 815. 3336 Fax 727.815.3337 Email FWH@gte.net TO THE BEST OF THE KNOWLEDGE OF THE ARCHITECTS AND ENGINEERS, SAID PLANS AND SPECIFICAT!0t,!S COMPLY WITH THE APPLICABLE MINIMUM BOIL DING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS Rama P.F. } 560V Consulting Engineers Rune. l 00ooaa31 3231 Drone Field Road — Lakeland, FI 33811 (863) 646-1258 I! � v /1 seal .,j 07 I— z w O 0 r w Q CL � O_ d L _J If) O I N � "C� I M b G 12.11.00 date 0077 comm. no. BUILDING `A` FLOOR PLAN L" IATCHLINE "A" . . ammmamm s BUILDING "B" PARTIAL FLOOR PLAN- DRYWELL (SEE DETAIL) 4" THICK CONCRETE HOUSE KEEPING PAD r-�- DRYWELL_ (SEE DETAIL) NATCHLINE PARTIALBUILDING "C' OPI A MECHANICAL_ NOTES: 0 8"0 UP TO 8"0 OUTSIDE AIR INTAKE ROOF CAP. PROVIDE MANUAL VOLUME DAMPER AND BIRDSCREEN. O2 REFRIGERANT PIPING ROUTED OVERHEAD. CONTACT MANUFACTURER FOR PIPE SIZES. O 1-1/4" CONDENSATE DRAIN LINE BELOW SLAB TO DRYWELL, (SEE "CONDENSATE DRAIN PIPING DETAIL"). 36X20 RETURN REGISTER, TITUS MODEL 350FL WITH OBD. MOUNT AT 4" ABOVE 0 12"X6" OPEN END DUCT STUBBED OUT 6" LONG. COORDINATE ALL DUCT WORK ELEVATIONS WITH ARCHITECTURAL DRAWINGS. A O 1-1/4" CONDENSATE DRP1N LINE DOWN TO BELOW SLAB. (� REFRIG. PIPING ROUTED UP OVERHEAD TO CONDENSING UNIT OUTSIDE. O8 10"X6" OPEN END DUCT STUBBED OUT 6" LONG. COORDINATE ALL DUCT WORK ELEVATIONS WITH ARCHITECTURAL DRAWINGS. J REFRIG Pl NG ROUTED-DOAJ TO BELOW GRADE IN PVC SLEEVE TO CONDENSING UNIT OUTSIDE. NATCNLI BLDG. "A" KEY PL NOT TO S( -414 Faber Widdows Hiatt Lic.# AA 0003300 3336 Gland Blvd. Suite 102 Holiday, Florida 34690 Pit. 727. 815. 3336 Fax 727. 815. 3337 .Email Fftlegte.net TO THE BEST OF THE KNOWLEDGE OF THE ARCHITECTS AND ENGINEERS, SAID PLAf IS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDII,IG CODES AND THE APPLICABLE MINIMUM FIRE SAFETY SFANDARDS P•F- I S007 Consulting Engineers AUTH. ! WOOM31 3231 Drane Field Road Lakeland, FI 33811 (863) 646-1258 ._ == sear �c3 T ._..�,.a,� - z w - 0 U 0 l-- w p. ae 1— U a Q- w o _w j U -- ED Fall: N U iffTn CD Z c� pig 12.11.00 date 0077 == COIIIIII. Ito. BUILDI GS T & C PAR rrIAL FLOOR PLANS �w At MATCNLINE "A" asumm a wanwa im wagamma sm "MVAN BUILDING "" PARTIAL FLOOR PLAN SCALE: 1 "- 8 MATCNLINE "A" ,�— DRYWELL (SEE DETAIL) MECHANICAL NOTES: 0 8"0 UP TO 8"0 OUTSIDE AIR INTAKE ROOF CAP PROVIDE MANUAL VOLUME DAMPER AND BIRDSCREEN. O2 REFRIGERANT PIPING ROUTED OVERHEAD. CONTACT MANUFACTURER FOR PIPE SIZES. 0 1-1/4" CONDENSATE DRAIN LINE BELOW SLAB TO DRYWELL. (SEE "CONDENSATE DRAIN PIPING DETAIL"). 40 36X20 RETURN REGISTER, TITUS MODEL 350FL WITH OBD. MOUNT AT 4" ABOVE FINISHED FLOOR TO BOTTOM OF REGISTER. Df;?''i *, I_L " (S_ DET, BUILDING T" PARTIAL FLOOR PLAN- SCALE-1 rL 8 = 1 0 0 12"X6" OPEN END DUCT STUBBED OUT 6" LONG. COORDINATE ALL DUCT WORK ELEVATIONS WITH ARCHITECTURAL DRAWINGS. O6 NOT USED 1-1 /4" CONDENSATE DRAIN LINE DOWN TO BELOW SLAB. 0 REFRIG. PIPING ROUTED UP OVERHEAD TO CONDENSING UNIT OUTSIDE. MATCNLINE "A" smam" as owes" mi _ " *, E3 I,.. DG . "All TO THE BEST OF -FHE AR. ENGINEERS, SA, SPECIFICATIONS COr. APPLICABLE MINIM, CODES AND THE Rm P#qa P.E. f MW7 Consulter UTK j 000OB631 5231 Drone Field Road .azeland, FI 33811 (H63) b i KEY PLAN NOT TO SCALE -75 l ;;All vim aasommmwa BUILDING 11D11 PARTIAL FLOOR PLAN SCALE: 1 /8" = 1'-0"-----_--------- — 1 L.. I N E "A" mv� ® rmommol WELL DETAIL) 5" B.F.F. 4" THICK CONCRETE HOUSE KEEPING PAD MECHANICAL NOTES: O 8"0 UP TO 8"0 OUTSIDE AIR INTAKE ROOF CAP. PROVIDE MANUAL VOLUME DAMPER AND BIRDSCREEN. J REFRIGERANT PIPING ROUTED OVERHEAD. CONTACT MANUFACTURER FOR PIPE SIZES. O 1-1/4" CONDENSATE DRAIN LINE BELOW SLAB TO DRYWELL. (SEE "CONDENSATE DRAIN PIPING DETAIL"). U4 36X20 RETURN REGISTER, TITUS MODEL 350FL WITH OBD. MOUNT AT 4" ABOVE FINISHED FLOOR TO BOTTOM OF REGISTER. 10"X6" OPEN END DUCT STUBBED OUT 6" LONG COORDINATE ALL DUCT WORK ELEVATIONS WITH ARCHITECTURAL DRAWINGS. �. 1-1/4" CONDENSATE DRAIN LINE DOWN TO BELOW SLAB. �7 REFRIG. PIPING ROUTED UP OVERHEAD TO CONDENSING UNIT OUTSIDE, BLDG. "A" KEY PLAN NOT TO SCALE 0 IF------------------ AH _ 13 CORRIDOR HVAC E01 I I I � I I 1 14X10 TRA I SEER DUCT (SEE i DETAIL) { FD � (- FD ij I I I I I 1 I { I I I I I I �- I 1 I f ' I I I I I I I I I I { I { I I I 14X10 TRAN FER DUCT (SEE ETAIL) [all AHIJ-14 4 HV, UP IN WALL _1 2 4" THICK CONCRETE HOUSE I CU-13 KEEPING PAD 22X14 E 3 1 -- -� : r,,-- DRYWELL ----- --------"-- (SEE DETAIL) -1 -0.5" B.F.F. � I 12X10 F� 2X14 j 3 -. DRYWELL - `� --------- - a --- -� • i� (SEE DETAIL) X L- 5 4" THICK 2 CONCRETE ------------- C IJ -14 HOUSE KEEPING PAD 12X10 I 1 ® v !®BiY1 BUILDING T" PARTIAL FLOOR PLAN SCALE: 1 /8" = 1'_0" — ---- - \CNLIPdE "A" r i f3 L DG . "A" Fa cu '„ Widdows " Hiatt Lic.# AA 0003300 3336 Grand Blvd. Suite 102 Holiday, Florida 34690 =- Ph. 727. 815. 3336 Fax 721, 81 1"), 3:3J Etiiail FWHOgte.iiet ffisn't TO THE BEST OF THc KN)hI_EDGL OF THE ARCH 1-1 S A',,][) FNGINEERS, SAID PLAN°; AND SPECIFICATIONS COMPLY INffII iNF APPLICABLE 1v111IIMUM SUII-DING CODES AND THE APPLICABLE a MINIMUM FIRE SAFETY STANDARDS "`_ P.E. i 5607 Consulting Engineers I M ?U. / owm3i 3 _. 3231 Drone Field Road Lakeland, FI 33bll (863) 546-1'258 a .4 J 1 j seal M �-. , I v� L= w 9. U 3 z a -_ _w pq - a- o ° Q 119 E_ m a Q7 -may CNJ I - V G� 1-7 __ . -= __70. 12.11.00 date 0077 C0rnrn. no. BUILDING,` `D` PARTI.AL FLOOR PLAN D 9 i b p b a KEY �N NOT -10 SCALE MECHANICAL NOTES: 0 20X16 RETURN AIR DUCT DOWN TO SHEET METAL RETURN AIR PLENUM. U 10"0 OUTSIDE AIR DUCT DOWN FRO10 10"0 ROOF CAP TO SHEET METAL RETURN; /'I),R PLENUM. PROVIDE MANUAL VOLUME f)/ItoPER AND BIRDSCREEN. 0 1-1 /4" CONDENSATE DRAIN LINE BELOW SLAB TO DRYWELL. (SEE "CONDENSATE DRAIN PIPING DETAIL"). ( 4h REFRIG. PIPING ROUTED ABOVE CEiLiH14.=. �J REFRIG. PIPING UP TO ABOVE CEILING, CONTACT MANUFACTURER FOR REFRIG. PIPE SIZES. 1-1 /4" CONDENSATE DRAIN LINE DOWN TO BELOW SLAB. SPLIT SYSTEM A/C SCHEDULE AIR HANDLING UNIT DATA TAG - AHU--1 AHU--2 THRU 6 AHU-7 THRU 15 TOTAL CAPACITY BTUH 67,000 47,000 58,500 SENSIBLE CAPACITY BTUH 43,800 33,400 40,100 SUPPLY AIR CFM 2,000 1,800 1,800 1 OUTSIDE AIR - CFM 250 200 200 ENTERING AIR TEMP. (DB/WB) 'F/'F 80/67 80/67 80/67 EXT. STATIC PRESSURE IN. H2O 0.5 0.4 0.4 MOTOR H.P. 1 0.75 0.50 0.50 ELECTRICAL VOLT/PH 208/1 208/1 208/1 ELECTRIC HEAT KW 7.2 7.2 7.2 FILTER TYPE - THROW AWAY THROW AWAY THROW AWAY MANUFACTURER - TRANE TRANE TRANE MODEL NO. - TWE063P13 TWE06OP13 TWE060P13 NOTES 4) 2 O3 003 1 3 CONDENSING UNIT DATA TAG - Cu-1 CU-2 THRU 6 CU-7 THRU 13 OUTDOOR TEMP. (DB/WB) 'F/'F 95/80 95/80 95/80 ELECTRICAL VOLT/PH 208/3 208/3 208/3 SEER ® ARI CONDITIONS - 8.9 10.6 10.0 MANUFACTURER - - TRANE TRANE TRANE MODEL NO. - TTA072 TTA048 TTA060 NOTES ® 0 O O O1 PROVIDE THERMOSTAT WITH LOCKABLE BOX. 2O PROVIDE PROGRAMMABLE THERMOSTAT. 0 DISCONNECT SWITCH BY DIVISION 16, WEATHER TIGHT FOR CONDENSING UNITS. BUILDING "A" ENLARGED OFFICE AREA FLOOR PLAN MECHANICAL SCALE: 1 /4"=1'-0" 0053 FAN SCHEDULE_ TAG - EF-1 EF-2 SERVICE - EXHAUST EXHAUST AIR QUANTITY CFM 100 90 EXT. STATIC PRESS. IN. H,0 0.375 0.375 FAN TYPE - CEILING CEILING DRIVE - DIRECT DIRECT SONES - 4.0 2.7 ^ MOTOR (INPUT) WATTS 129 80 POWER V/0 120/1 120/1 CONTROL — INTERLOCK W/ LIGHT SWATCH INTERLOCK W/ LIGHT SWITCH LOCATION - TOILET ROOM TOILET ROOM MANUFACTURER - GREENHECK GP.EENHECK MODEL - SP-9 SP-7 NOTES 1 ® 0@ D@@ 1O WITH FACTORY PLUG-IN DISCONNECT, BACKDRAFT DAMPER AND HANGING VIBRATION ISOLATOR KIT. O2 PROVIDE FAN SPEED CONTROLLER. 03 PROVIDE 8"0 ROOF CAP WITH BIRDSCREEN. OUTSIDE AIR CALCULATION �. _ FLOOR AREA AREA (SF) CFM/S.F. * * PERSON COUNT CFM/PERSON * CFM REQUIRED CFM SUPPLIED BUILDING "A" (OFFICES) _ 1,500 - -- 8 20 160 250 BUILDING "A" THRU "D" (STORAGE) 56,000 * 0.05 - - - --- 2,800 2,800 CFM (REQUIRED\SUPPLIED) 2,960 3,050 *NET OCCUPIABLE STORAGE AREA **PER ASHRAE STANDARD 62-1989 AIR DEVICE SCHEDULE MARK TYPE MATERIAL FINISH ACCESSORIES MANUFACTURER AND MODEL REMARKS CD CEILING DIFFUSER ALUMINUM BAK. WHT. ENAMEL OBD TITUS TDC-AA RGC RETURN GRILLE ALUMINUM BAK. WHT. ENAMEL TITUS 350FL SEQUENCE OF OPERATION (AHU-11 THE SPLIT SYSTEM SHALL BE STARTED AND STOPPED FROM A ROOM THERMOSTAT. ON A CALL FOR COOLING, THE THERMOSTAT SHALL ENERGIZE THE COMPRESSOR(S) TO MAINTAIN SET POINT. ON A CALL FOR HEATING, THE THERMOSTAT SHALL ENERGIZE THE ELECTRIC HEAT IN STAGE(S) 'TO MAINTAIN SET POINT. THE INDOOR FAN SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. SEQUENCE OF OPERATION (AHU-2 THRU 15) THE SPLIT SYSTEM SHALL BE STARTED AND STOPPED FROM A ROOM THERMOSTAT. ON A CALL FOR COOLING, THE THERMOSTAT SHALL ENERGIZE THE COMPRESSOR(S) TO MAINTAIN SET POINT. ON A CALL FOR HEATING, THE THERMOSTAT SHALL ENERGIZE THE ELECTRIC HEAT IN STAGE(S) TO MAINTAIN SET POINT. THE INDOOR FAN SHALL CYCLE WITH THE CONDENSING UNIT WHEN IN COOLING MODE. Lic.# AA 0003300 3336 Grand Blvd. Suite 102 1-luliday, 1, Iorida 34600 Pn. 727. B 1 5. 3336 Fax 727. 815. 3337 Ernail F"WH'1 4te.net - TO THE E3EST OF THE KNOWLEDGE T OF THE APCHITECTS AND Ef,IGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES A. JD THE APPLiCABLE MINIMUM FIRE SAFETY" STANDARDS /- ema -/7ges, k1 c. _ P.E. 1 56007 PUT}i. / Oa008831 Consulting Engineers ; 32.31 Drane Lakeland, FI Field Road 33811 (863) 646-1258 =3 V seal =j 0 a. .o r=_ 0 1 U� &A 12.11.00 date 0077 COMM. nO. BLDG. `A` PARR I AL FLOOR PLAN AND SCHEDULES MECHANICAL GENERAL NOTES: o IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. HVAC CONTRACTOR IS RESPONSIBLE FOR ANY ADDED ELECTRICAL COSTS WHICH MAY RESULT FROM SUBSTITUTED EQUIPMENT. o INTENT OF THESE NOTES AND MECHANICAL NOTES ON DRAWINGS IS TO CLARIFY THE SCOPE OF WORK AND ALERT CONTRACTOR OF EXISTING CONDITIONS. CONTRACTOR TO VISIT SITE AND VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL. OFFSET AND/OR CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL, PLUMBING AND FIRE PROTECTION SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK. 0 COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING FIXTURES. o TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY DUCT RECTANGULAR ELBOWS WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN 90 DEGREES PER FIG. 2-5 OF THE SMACNA MANUAL. o DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. o DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND OTHER ITEMS OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM. o LOCATIONS OF DUCT MOUNTED SMOKE DETECTORS SHOWN ON THE DRAWINGS ARE REFERENCE LOCATIONS ONLY. THE FINAL PLACEMENT OF THE DETECTOR IN THE DUCTWORK SHALL MEET THE REQUIREMENTS OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PROVIDE A PRESSURE DIFFERENTIAL TEST AND THE MANUFACTURER'S TEST KIT. A COPY OF ALL TEST DATA WILL BE MADE AVAILABLE AT THE FINAL INSPECTION. PROVIDE READILY ACCESSIBLE DUCT ACCESS DOOR FOR INSPECTING AND SERVICING THE DETECTOR. DETECTORS ARE FURNISHED, INSTALLED IN DUCTWORK AND WIRED TO SHUT DOWN UNIT BY MECHANICAL CONTRACTOR. o ALL SUPPLY AIR DIFFUSERS SHALL BE 4-WAY THROW UNLESS OTHERWISE NOTED. o UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO BOTTOM OF STRUCTURE. COORDINATE DUCT ELEVATION WITH RAIN LEADERS, WATER PIPING, SANITARY DRAINS, ARCH. DRAWINGS AND MAJOR ELECTRICAL CONDUITS. o CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT AND MATERIALS. o VERIFY VOLTAGE WITH ELECTRICAL BEFORE ORDERING EQUIPMENT. o PROVIDE A TRAP IN ALL CONDENSATE PIPING LOCATED AT THE AIR HANDLING UNIT. SLOPE CONDENSATE LINES 1/8" PER FOOT. PIPE SHALL SCHEDULE 40 PVC WITH 1/2" ARMAFLEX INSULATION ON ALL CONDENSATE PIPING ABOVE SLAB. e ALL MECHANICAL WORK SHALL MEET ALL THE REQUIREMENTS OF THE "STANDARD MECHANICAL CODE". FLEXIBLE DUCTS: EITHER SPIRAL ROUND SPRING STEEL WITH FLAMEPROOF VINYL SHEATHING, OR CORRUGATED ALUMINUM; COMPLY WITH UL '181. PROVIDE 1" THICK CONTINUOUS FLEXIBLE FIBERGLASS SHEATH WITH VINYL VAPOR BARRIER JACKET. o GUARANTEE, FOR ONE YEAR AFTER DATE OF ACCEPTANCE BY THE OWNER, ALL EQUIPMENT, MATERIALS AND WORKMANSHIP TO BE FREE FROM DEFECT. e DO NOT CUT STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR ARCHITECT. ARRANGE FOR REPAIRS REQUIRED TO RESTORE OTHER WORK, BECAUSE OF DAMAGE CAUSED AS A RESULT OF MECHANICAL INSTALLATIONS. o FLEXIBLE AND RIGID ROUND DUCT TAKE -OFFS FOR DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER NECK. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 8'-0". AIR HANDLING UNIT OUTSIDE AIR INTAKES SHALL MAINTAIN A MINIMUM OF 10'-0" FROM ANY SANITARY VENT THRU ROOF PIPING OR EXHAUST ROOF CAPS. +� ALL WALL MOUNTED THERMOSTATS SHALL BE INSTALLED AT AN ELEVATION OF 54" ABOVE FINISHED FLOOR TO THE TOP UNLESS OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT SHALL BE COORDINATED WITH OTHER TRADES FOR A NEAT APPEARANCE. FINAL LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OR HIS REPRESENTATIVE IN THE FIELD. o CONTRACTOR SHALL PROVIDE A COPY OF THE TEST AND BALANCE REPORT AT THE FINAL INSPECTION. -THIS REPORT MUST BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO THE FINAL INSPECTION. o THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES INSTALLATION SCHEDULES. FIXED WORK SUCH AS DUCTWORK AND PLUMBING SHALL BE INSTALLED PRIOR TO ANY TRADE WORK THAT CAN BE EASILY RELOCATED OR OFFSET SUCH AS ELECTRICAL CONDUITS, SMALL WATER LINES ETC. o DUCT SHALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED IN ACCORDANCE WITH SECTION 605.3 OF THE STANDARD MECHANICAL CODE, 1997 EDITION. PROVIDE 1" WIDE 22 GA. STRAPS, 10 FT. SPACING FOR MAXIMUM HALF DUCT PERIMETER UP TO 30" AND ALL ROUND FLEX DUCT. PROVIDE 1" WIDE 22 GA. STRAPS, 5 FT. SPACING FOR MAXIMUM HALF DUCT PERIMETER FROM 31" TO 72" AND 1" WIDE 20 GA. STRAPS, 5 FT. SPACING FOR MAXIMUM HALF DUCT PERIMETER UP TO 96". o ALL EXHAUST AND OUTSIDE AIR DUCTWORK SHALL BE UNINSULATED GALVANIZED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. ALL JOINTS SHALL BE SECURELY TAPED WITH 3" WIDE GLASS FABRIC TAPE WITH FOSTER 30/35 MASTIC OR EQUAL. O ALL RETURN PLENUMS FOR AIR HANDLER CLOSETS ARE TO BE EXTERNALLY INSULATED SHEET METAL CONSTRUCTION AND SHALL BE IN ACCORDANCE WITH LATEST SMACNA STANDARDS. INSULATION SHALL HAVE AN INSTALLED MINIMUM THERMAL RESISTANCE (R) VALUE OF 6.0. ALL JOINTS SHALL BE SECURELY TAPED WITH 3" WIDE GLASS FABRIC TAPE WITH FOSTER 30/35 MASTIC OR EQUAL. 0 SUPPLY AND RETURN AIR DUCTS SHALL BE CONSTRUCTED OF 1.5" THICK DUCT BOARD AND CONFORM WITH UL STANDARDS FOR SAFETY AIR DUCT, NO. 181, 1967 ESTABLISHED FOR CLASS 1 AIR DUCTS. CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS AND DETAILS IN SMACNA BULLETIN 15, LATEST REVISION AND MANUFACTURER'S RECOMMENDATIONS. ALL JOINTS SHALL BE SECURELY TAPED WITH FASTON 0810 OR APPROVED EQUAL PRESSURE SENSITIVE TAPE. METAL TO FIBERGLASS CONNECTIONS TO BE MADE USING 3" WIDE GLASS FABRIC TAPE WITH FOSTER 30/35 MASTIC OR EQUAL. SUPPORT DUCTS WITH 1X2X1 22 GAUGE MINIMUM CHANNELS AND STRAP OR 12-GAUGE WIRE FROM BUILDING CONSTRUCTION. SUSPEND FROM JOINTS WITH BEAM CLAMPS. PROVIDE HOT DIPPED STEEL FASTENERS, ANCHORS, RODS, STRAPS, TRIM AND ANGLES FOR SUPPORT OF DUCTWORK. MECHANICAL LEGEND SYMBOL DESCRIPTION NEW DUCTWORK, PIPING, OR EQUIPMENT FLEXIBLE DUCT SUPPLY OR OUTSIDE AIR DUCT SECTION RETURN OR EXHAUST DUCT SECTION 5--------1�--�-�-S—I" DUCTWORK TRANSITION FD (�(� FD NEW FIRE DAMPER 1 r i MANUAL AIR VOLUME CONTROL DAMPER AIR HANDLER CLOSET ® SUPPLY AIR DEVICE. CLEAR TRIANGLE SIDES INDICATE AIR FLOW PATTERN RETURN OR EXHAUST AIR DEVICE --L -- UNDERCUT DOOR 3/4" FOR RETURN AIR Q WALL MOUNTED THERMOSTAT �S SMOKE DETECTOR CD CEILING DIFFUSER RGC RETURN GRILLE AT CEILING INSULATED ROUND FLEXIBLE DUCT (MAX. 8'-0" LONG) SIZE TO MATCH DIFFUSER NECK. INSULATION CEILING DIFFUSER SUPPLY DUCT SEE DRAWING FOR SIZES SPIN -IN FITTING --� WITH DAMPER ROUND DUCT CEILING CEILING DIFFUSER RUNOUT_ DETAIL. NO SCALE CONDENSATE DRAIN PIPING DETAIL NO SCALE O COORDINATE 'BLOCK -OUTS' IN FLOOR SLAB & EQUIPMENT PAD FOR ACCESS PIPING. O OPEN, OR FRAMED OUT, PIT AS COORDINATED WITH GENERAL CONTRACTOR. O SLEEVE FOR CONDENSATE PIPING. MINIMUM 2" SCHEDULE 40 PVC. O COORDINATE INSTALLATION OF SLEEVE WITH FOOTERS AND STRUCTURAL SUPPORTS. O AFTER INSTALLATION OF CONDENSATE PIPING, FILL PIT WITH WASHED "RIVER" ROCK. TYPICAL FOR INTERIOR AND EXTERIOR. O AFTER INSTALLATION OF CONDENSATE PIPING, POUR CONCRETE TO MATCH & FILL "BLOCK -OUT". O PITCH CONDENSATE PIPING 1/8" PER FOOT TOWARD DRYWELL. O SEE DRYWELL DETAIL FOR CONTINUATION. O 1-1/4" SCHEDULE 40 PVC CONDENSATE PIPING FROM P'TRAP'. INSULATE ALL CONDENSATE PIPING ABOVE SLAB WITH 1/2" ARMAFLEX INCLUDING P'TRAP. WE MAX. 20' TRANSITIC 1.25 X DIA 4. (4" MIN. PER SMACNA) TANGULAR DUCT I DIA. RECTANGULAR DUCT CONICAL FITTING WITH LOCKING �- TYPE VOLUME DAMPER. FLEX DUCT OR ROUND SHEET METAL DUCT. USE CLAMP TO ATTACH FLEXIBLE DUCTS AND SEAL. SUPPORT DUCT EVERY FOUR FEET FROM STRUCTURE BRANCH DUCT DETAILS NO SCALE EDGE OF AIR HANDLING UNIT LOCATED IN MECHANICAL CLOSETS PROVIDE PLUG FOR MAINTENANCE --� -� �`✓ �--'� v �J DRAIN LINE". SLOPE WITH FLOW q1/8"/FT TO DRYWELL A � CONDENSATE A = FAN PRESSURE + 1 INCH MAX. TONS PIPE SIZE 2 3/4" 5 1" 30 , 1/4" CONDENSATE DRAIN TRAP DETAIL NO SCALE HEAVY DUTY STEEL — COVER SET IN BELL. COVER NOT REQUIRED IN LANDSCAPE AREAS. CONDENSATE x �` DRAIN PIPE `D ANCHOR STRAP SEAL CONNECTION ---� WITH CAULKING 1 n FILL ENTIRE WELL WITH 1" GRADED WASHED GRAVEL OUTSIDE AIR DUCT FROM ROC CAP WITH VOLUME DAMPER (SEE DRAWINGS FOR SIZES, QUANTITIES AND LOCATIONS) MANUAL VOLUN DAMPER AIR HANDLE CLOSET GALV. SHEETMETAL OUTSIDE AIR DUCT CONNECTED TO EXTERNALLY INSULATED SHEET METAL RETURN AIR PLENUM. (CONTRACTOR FURNISHED AND INSTALLI FINISH GRADE OR ASHPHALT -24" LONG x 24"0 CONCRETE PIPE DRYWELL DETAIL NO SCALE )GI IINGS PROVIDE HALF SIZE ACCESS DOORS (FULL SIZE FOR AHU-1) RETURN REGISTER (NOT USED IN AHU-1 APPLICATION) TYPICAL AIR HANDLER CLOSET DETAIL_ NO SCALE TH (TYP) AUTOMATIC FIRE DAMPER DETAIL NO SCALE NOTES: 0 THE DAMPER MANUFACTURER'S INSTALLATION DETAILS AND INSTRUCTIONS AS TESTED AND APPROVED BY U.L. MUST BE USED IN LIEU OF THE ABOVE DETAILS WHERE APPLICABLE. 0 FUSIBLE LINK, 165% 0 REFER TO SMACNA, NFPA 90A AND MANUFACTURES RECOMMENDATIONS FOR SLEEVE GAUGES. 4O CLEARANCE REQUIREMENTS FOR DAMPER SLEEVES WITHIN A WALL OPENING ARE BASED ON 1/8" PER FOOT OF WIDTH (OR HEIGHT) UNLESS OTHERWISE STATED IN THE ASSEMBLY. COORDINATE WITH CONTRACTOR THE PICTURE FRAME OPENINGS IN STUD FRAME RATED WALLS PRIOR TO INSTALLATION DAMPER AND SLEEVE. ` 5 RETAINING ANGLES, MINIMUM 1-1/2"xl-1/2"06 GAUGE, MUST OVERLAP THE STRUCTURAL OPENING ON ALL. FOUR SIDES OF SLEEVE AND DAMPER BY A MINIMUM OF ONE INCH, AND COVER THE CORNERS OF THE OPENINGS. REPEAT THIS ON BOTH SIDES OF RATED WALL. U SECURE RETAINING ANGLES TO THE SLEEVE ON 8" CENTERS WITH ONE OF THE FOLLOWING METHODS: 1/4" BOLTS AND NUTS, OR NO. 10 STEEL SCREWS, OR 1/2" LONG WELDS OR 3/16" STEEL RIVETS. O7 CONNECT DUCT TO SLEEVE IN AN APPROVED BREAKAWAY TYPE CONNECTION. OACCESS DOOR OR PANEL SHALL BE INSTALLED FOR THE PRESSURE CLASSIFICATIONS AND CONSTRUCTION STANDARDS REQUIRED AND LARGE ENOUGH TO USE TWO HANDS TO PERMIT MAINTENANCE AND RESETTING OF THE DEVICES. PROVIDE TWO ACCESS DOORS IF NECESSARY. THE ACCESS DOOR LOCATION SHALL BE FREE OF OBSTRUCTION A„`G 1 ULLI L� LULL. 09 AFTER THE SLEEVE HAS BEEN CONNECTED TO THE DUCTWORK WITH THE BREAKAWAY CONNECTIONS AS LISTED ABOVE, AND THE DUCTWORK IS PROPERLY SUPPORTED, REMOVE THE CONSTRUCTION SCREWS FROM THE BREAKAWAY CONNECTIONS. SEAL DUCTWORK AND INSULATE WHERE REQUIRED. 10 MULTIPLE DUCTS PENETRATING A SECTION OF RATED WALL SHALL HAVE A MINIMUM 100 CLEARANCE OF SIX (6") INCHES BETWEEN DUCTS. 11 REFER TO ARCHITECTURAL DRAWINGS FOR WALL CONSTRUCTION AND RATING. RATED WALL -----.-________ _ 12„ MIN. PROVIDE U—CHANNEL ALL AROUND FOR ETL WIRING SUPPORT �a� FIRE DAMPER EQUAL TO — RUSKIN THINLINE IBDT W/ELECTRO THERMAL LINK FIRE DAMPER AND FIBERGLASS -- DUCTBOARD TO BE INSTALLED IN ACCORDANCE WITH FIG. 2-22 & 2-23 OF SMACNA FIBROUS GLASS STANDARD, (FIFTH EDITION), AND FIG. 18 OF FIRE DAMPER AND HEAT STOP GUIDE (SECOND EDITION 1981) AND SHALL CONFORM TO NFPA 90A. 'i DAMPER FRAME SEE DRAWINGS FOR DUCTWORK SIZES WELD DAMPER TO SLEEVE SHEET METAL SLEEVE SCREWED INTO WALL 16 GA. MIN. FOR DAMPERS NOT EXCEEDING 36" W. OR 24" H. AND 14 GA. MIN. FOR DAMPERS LARGER THAN 36" W. OR 24" H. FIRE RATED TRANSFER DUCT ASSEMBLY NO SCALE ---- --- -- — NOTES: 1. ALL DAMPERS MUST BE INSTALLED IN STRICT ACCORDANCE WITH NFPA 90A, SMACNA STANDARDS AND MANUFACTURER'S RECOMMENDATION. ASSEMBLY SHALL BE UL LISTED. 2. CLEARANCE REQUIREMENTS FOR DAMPER SLEEVES WITHIN A WALL OPENING ARE BASED ON 1/8" PER FOOT OF WIDTH AND 1/8" PER FOOT OF HEIGHT (FRACTIONAL DIMENSIONS SHALL BE TAKEN AS THE NEXT LARGEST WHOLE FOOT). SLEEVE MAY REST ON BOTTOM OF THE OPENING AND NEED NOT BE CENTERED. THE EXPANSION GAP SHALL NOT BE FILLED WITH ANY KIND OF MATERIAL. CONCRETE FLOOR OR RATED MASONRY WALL OR RATED FRAME WALL 3M CAULK CP 251 UL LISTED OR PUTTY 303 NO SCALE SCHEDULE 40 STEEL PIPE SLEEVE LOOSE CERAMIC FIBER PACKING PIPE IRESTOP SYSTEM U.L. SYSTEM NO. 83, 124, 148.) Faber Widdows Hiatt Lic.# AA 0003300 3336 Grand Blvd. Suite 102 Holiday, Florida 34690 Ph. 727. 815.3336 Fax 727.815. 3337 Email FWHIgte.net TO THE BEST OF THE KNOWLEDGE OF THE ARCHITECTS AND ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE _ APPLICABLE MINIMUM BUILDING CODES AND -THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS Renna EliiBjggg kic. RE. 1 56067 Consulting Engineers AUTH. 000OB631 3231 Drone Field Rood - Lakeland, FI 33811 (863) 646-1258 "i 11 0!v seal V) F- z LLJ mi w •sue. LL o n J CYl r o - -- cfl N 4- cQ Q 1 3 � 12.11.00 date 0077 comm. no. _ MECI-IANI CAI DETA.I LS,. LEGEND AND NOTES 1VI1:5 I 4 4 I7­77-7 tL tI- --- - - - - - - - - MAY EXTEND A$ 'A,,' 77 tWA OR VENT ��G.EN D'' CW I�5TMUV L �/4 p P-1 SANITARY, PIPING $A IP 3' VENT PIPING FQ WALLCOVER V p AND. SCREW c P p C R WALL P COLD WATER PIPING CW L ,PLUGGED TEE HW -WITH CLEANOUT HOT. WATER, PIPING IP 5 ---------- F- ax FLOOR LINE F I13V GATENALVE 'CO CLEAN,WT, I —1-1/4" CW 7- -7, CLEAN'QUT'TO, GRADE COTO L -------------------------------- - - - - - - - - - - - - - - - - FL60R CLEAN OUT FQO FCO 0— --1/8 C.I� BEND HOSE, 1318B HB HB. PIPI -BALANCE OF NG SAME PARTIAL:, FLOOR PLAN ,.:;,VATE.R ARTIAL FLOOR'' PLAW SAN]TARY AS CLEANOQT TO GRADE #$=it Opp 0053 SCALE: 1/8 SCALE� VENT THRU ROOF VTR WCO WALL 'CLEANOUT WALL CLEAN OUT ."DETAIL NO SCALE C 0NTWT0RL1N.QTE5,.. CLEANOUT ANDACCESS BRASS CLEANOUT PLUG Pi 'A R�q �N, (Ah SP VC-IF,1CATI FIRE Ienna 0�rlprl$ t 2"Hk:2 VENT, 2' SAN NQ AND INSTALLATION TO INCLUDE REVIEW PLANS OF ALL TRADES PRIOR TO BIDDI RECES$'HYDRAN.T W HB: HOSE BIBB SMITH ' / VACUUM BREAKER MS. SHOWN ON THE PLAN #P51,0�_ SINGLE AP S AND AS REQUIRED. ALL PLUMBING FOR COMPLETE SYSTE S TO:PREVENT INT 1 SM,OQTH,,S ERFERENCE WITH HVAC DUCTS, fo WCO., WALL CLEAN -OUT -­ZVRN #Z7 44 TAIN�ESS 'S EEL ACCESS ER, TkAD 0 Qookb'INA-TE WITH OTH DL' CA COVER, COATg ST� IRON BQDY., MATQH,. TO TRICAL LIQHTING' AND OTHER PIPING IN THE CEILIN PIPE SIZE. G SPACE. PVRA,' �STRUQTUREj E4EC HELD EITHER ABOVE OR 13ELOW HVAC VENTL�PIPINQ AND-WATER..PIPING SHALL BE ZUk N NOILL Z-1444,- POLISHED BRONZE ACCESS COVER, CONTRACTOR. FCO: FLOOR CLEAROUT DUCTWORK AS COORDINATED WITH THE HVAC DURA-COATED CAS IRON BODY. MATCH TO PIPE SIZE,- BY HE ARCHITECTi ALL CHANGES SHALL BE APPROVED -IN PLUMBING WITH ARCHITECTURAL DRAWINGS BEFORE ROUGHING :,fIXTURES ,AND EQUIPMENT SUPPLIES. LUMBING 0 fHE-'PLUM0ING1:SUBC'0NTRACTOR SHALL FURNISH AND INSTALL ALL P FIXTURES, UNLESS NOTED OTHERWISE. 0, THE PLUMBING' SUBCONTRACTOR SHALL INSTALL AND MAKE ALL PLUMBING. R FURNISHED EQUIPMENT. :QONNECTIONS TO.,OWNE oo V ERIFY,MOUNTING. HEIGHT AND WATER CONNECTION SIZESJO ALL PLUME31NO 7- - FOR PLUMBING FIXTURES PRIOR TOL,ROUQH IN. FURNISH CUT OUT TEMPLATES, FIXTURES TO BE� INSTAL�,g-[) IN.MILLWORK, TO THE GENERAL CONTRACTOR,,, HOT AND COLD WATER, WASTE AND VENT PIPING CONNECTIONS TO 'MAKE.PROPER NNECTIONS ALL FIXTURES AND EQUIPMENT EVEN THOUGH ALL FITTINGS AND CO pow ARE NOT SHOWN.0 VERIFY LOCATION OF EXISTI'NG WAT . ER SERVICE AND THE LOCATION /INVERTS OF SANITARY PIPING,PRIOR TO INSTALLATION. COTIAND PATC r H CONCRETE AS REQUIRED. ALL PLUMBING�-,VENTS IN. EXTERIOR WALLS SHALL -BE OFF -SET A MINIMUM OF 3-0 BEF On- Ruvr PENE I KA I IvN- DRAINS, FR EAREST LAVATORY, AS 9 PR OVIDE JRAP PRIMERS FOR FLOOR OM HE N SHOWN ON, THF'�PLAN AND" AS REQUIRED' BY LOCAL, CODE PRIMER$,SHALL BE at at TALLED PER MANUFACTURERS LOCATED IN �`A',�SERVICABL� LOCATION AND INS. L INSTALLATION INSTRUCTIONS. 1 INTENT OF THESE DRAWINGS TO.COVER ALL WORK AND MATERIAL FOR T IS']N THE WATER RISER DIAGRAM Ino, TRIM A FIRST CL 'INSTALLATION. -ANY EQUIPMENT, PLUMBING FIXT RE, ASS, �U E3 LDG. 51-IDIC.- BUILDING" r- WORK, THOUGH AND E,,tLASS'OF HARDWARE /OR DEVICES USUALLY UTILIZED!,IN TH NTS 5 TI NEb',QR THESE DRAW'N'S,'J'UT WHICH MAY BE NOT::SPEtIFICALLY'MEN 0 SHOWN ON p NS NEt MPLETION OF THE WORK (AS,DEJERMINED ESSARY-FORrJHEr SATISFACTORY CO ONTRACTOR AS 13Y THE ARCH fECT) -SHALC,BE r FURNISHED AND INSTALLED BY THE,C PART OF HIS TOTAL, WORK.. tMATCHUNFE GUARANTEED FOR A ALLMORK, MATERIAL AND INSTALLATION,. SHALL BE -OF ONE YEAR PERIOD FROM DATE OF ACCEPTANCE BY THE OWNER tIKE I tI77 IL I - I " I - 1 �L � -- - - - - - - - - - - - - - j L - - - - - - - - -------------- t - - - - - - - - - - - - - - - - - - - - - - - HVAC 133 1 r - ----------- ---------- I _j U. r --------------- 1 r ------------ r ------------- I rr A2 COF A2 EX ms ME ml I i mmw -oil I w L -------- ------ j ___j L --------- L - - - - - - - - - - - -- L- - - - - - - - - -- - - - J A-14 A -- — — — — — — — — — — — — — z r---- i_­ 4- - - - - - - - - - -- - - - - r -------------- ---------- L H T., Sc�Fni ji -G fINISH LENS VOLT LAMP MANUFAC, CATALOG REMARK RECESS IN MITE ACRYLIC PRISMATIC 120 4-F32 T8 METALUX 2GP-332AI25- 120-E681-GL SUSPENDED ","TROFFER, CEILING STRIP 'Ok SS-275-120 CHAIN HUNG 0 8' R1bQ WHITE N. N 120. 2-F75 T8 METALUX EB81 -GL-WG-AYC TO BOTTOM HT -CHAIN A- SA232120- SURFACE MNVD T� RM.: TOILET "WHITE NONE' 120 2-F32 T8 METALUX EB81-GL IN CEILING HT -,WALL WHITE, STANDARD 120 (1) 175W MH LUMARK MHWP-176- 120-Fl WALL MNT'D PER ARCH. DWGS: .�PACK 0 MITE NONE 120 Dow MH PORTFOLIO M6024T-740- 10002P-120 RECESSIN FRONT & REAR CANOPY H, TRIM F. 0.9 jDpQR QVILD,.1NQ1, IT OPAL 120 1_100W LUMARK MHFF-100 1 -.120- MOUNTED AT GRADE PER ARCH. FLOOD, LT5_1 LEXAN MH LL-BLK DWGS. UNIVERSAL E MITE RED 20 W/UNIT 10.8 W SURELITES PCX-8000-RW MOUNTING FOR CEILII4G/ UGHIT STENCIL OR WALL, 90 MIN BAT. BACKUP PWR. UNIVERSAL EIVIG" EMERQ MITE N/A 120 29-88 SURE LITES AA-8 MOUNT. 1G TH IN WI 90 M BAT. BACK UP, L-------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - I L HVAC 123 -_] _ ,— / I ........................ 1, B UILDIN.G , A.,. AGMTPLANLECTRI L .-Li N G _ 71 BLDG. BLDG. • MATCHLINE "A" K EY' P LA_N` NOT TO S CALc*, — — — — — — — — — — J hI L------------- 200 B CORRIDOR ■ DIA J �TYr—P_� —_ I Lr — —� r----� Lr-- ■ _ - ■ Ms 203 OFx CORRIDOR Br 13 VIA PH4IUGEIL L_--- J 204 8 CORRIDOR L__—...J L—_ ..-,,J l---- J L— bow■ Ne6,8 W i60fi■61C➢�.d7tl M■r V 1,8 , BLDG SCALE: 1/8" + { " PARTIAL L. �' ,Ya '..� e t ne .s• t .i - Y f •� I r t Now PANEL T t II -r { r , 77 -, ..,. . :r U 0 MS 6 2 x Typ. C3 1 1 1 / _,: �..._.._:,.-_•-_>_�- L ® —f'^'=--_._— —J �LJ • I L__---•-_--...:.._J 1 HVAC r/ =f F2-69-1 9 L I I R • r !� 1 I I I T I 1 G ■ I 1 i I 7 4 — 1 ... I I I 7YP B-26,2$,: g1� �j J I i , I ----------LLr---- --------i 1 r--__ __ _____� r--�----------'I r----� r----� Am L� 1 - t ,. ✓ � 7 t �',. t, � .,' f; ji A .,Q '� 1: F,,. a,*43 .t1 �'I'�#�i Fabe` pws Hl,Q� 1 � 1 1 Lic AA DUQ330Q M&TCHI.IN I ma "raw ap aor ss 336 'Grad; Blvd�atte 102 • - ' '•:; '-:. .. ; - I•� .�, � ' "'fir �y Ho I qy,; FlQricic� 34699 r ;, e Ph ` 79 7 $15 V x , Fix' A727� , 815, c3 rv�i m of ` EWHC gtear et `, f s d y TQ THE t�ES�' aF T}iE KPt'6kE(56E I JC T k E , A-F ,Q TECT - ZNQtNEI*RS,, SAID'EPL/�NS 'AN SRECIFtGAtIQIV$ CQMPY W1,TN APi?LIGABLE.,MlN1gW I�UfLp1NG ' COIE,S` ANP'' THE;'4PPktGAF3l — — MINjM1M'FIFi.E,:SAFETY,.S<TANDARQS I ? , O I GARG ENGfNEER(NG L , • E N `.E,`E R P R 1 S.F F 'SI N C�'4 --�• 1 f0322 SHADY OAK'LANE SE41NQlE FL,33777 G IAS a EI EGiRICA3 Qc. MECMHIQA' EN iNEERSa k B MCA v \ PHONE' �727) 39&'7 4.27A. `,ii , sa , . r ., U ;_ _ . . >_. ,;� ,. .,, a t. .. _. .. 1, } , g. PANEL,))Al))A1 MCB:'200' AMP,• .A.I.C,: 10 000 AMPS PHASE 3, S/N WIRE: 4 BLDG: BLDG: "A" ELECTRICAL.ROOM VOLTS: . .. - MLO. N/A. l20/20$ V . - r - _ WITH GROUND BUSES MTD: SURFACE D�SCRIPTION CF. LOAD,logo J MMUMM0011gumm MI - DESCRIPTION OF LOAD MEM Ij __ __ - ' TOTAL 5.80 5.80 5.72 13.5 13.5613.56 TOTAL IY■ t1�11���.t�•71�a.0.0��1�11��. O® ®■ 111J1U1�i��Ir70��E��-�©� Ir 1®' Q•�®��e�.t'��Q7r®�Il�s. 11 1®�®h�l�l�mlll�.ca� ��r ICI Ie l� ' Q•ialllll�l■�I®..�1��®�NIJlI1�ll 1� 1�■ ���h • � �■I��mlai■II�IIm®I�I�r©m� e� ill® lr�. �1 ■® �11111��1ssm.l0.m�1�1�1�lli�r�1 ■lam �■.1�■■Il■�l�m.�ll®m����s. I� TOTAL CONNECTED �bA 4+6 �C L _KVA. LIGHT] NG- R RECEPTACLE W WATER,, HEATER; H. H G 5.80 5.8015.72 M i T VA MO.RO H G FAN: / vtA �B' aC TOTAL N CONNECTED KVA 29.36 29.36 9.28 245 245 244 TOTAL CONNECTED AMPS PANEL A M,Ct ` 159 AMPS A.I.C.: 10,000 AMPS PHASE: tl,-0 N/A : VOLTS: 120/208 V WITH ISO AND EQUIP.GROUND 3, S/N WIRE: 4 BUSSES BLDG: BLDG. "A" -ELECTRICAL ROOM MTD: SURFACE YPTION OF LOAD WEVIS DESCRIPTION OF LOAD (1) low (2), (3) IN NINE= sominommmummmummmiimmm ENTRY OFF (1) :A11MI hTER. HEATER No 1111111101111018MM MMUEEMMEMINO 11111 will ('4) :i REAR SLIDING DR as LEPHONE BID innummmovam EMI' Nil TOTAL 7.28 6.28 6.78 6.72 7.09 7.73 TOTAL - - (1) LOCK OFF THESE CIRCUITS. (2) ROUTE THIS CIRCUIT THROUGH A PHOTOCELL CONTROLLED RELAY. (3) COORIDOR LIGHTS SHALL BE CONTROLLED BY THREE WAY , OR SINGLE WAY MOTION SENSING SWITCHES. (4) ROUTE THIS CIRCUIT THROUGH A TIME CLOCK. COORD. WITH OWNER. v t s\ r { � k loll - ^ :TOTAL CONNECTED KVA - �A viB �fC L 'LIGHTING; 6.72 5.79 7.73 R RECEPTACLE 3.78 3.78 3.78 W WATER .HEATER: • 2.00 H HEATING: M MOTRO/HVAC/FANr 1.30 T TRANSFORMER PANEL/ATS; 0.50 0.50 0.50 K KITCHEN EQUIPMENT f` ,EQUIPMENT 1.00 2.00 2.50 I,' MISCELLANEOUS NEL " PHASE: 3, S/1, ::T TAL CONNECTED Q �A � cb �A � B 0C TOTAL CONNECTED KVA 14.0013.37 14,51 117 112 121 TOTAL CONNECTED AMPS , , , , J r .. , I Elms I) •.• .�, •,• 11 C•'�®�l■1i�1®L•� ■if11��� I�Il1 ... ,.. ®®®■■ Moll• • ■■�f�l1®IiiE3i �1 1�.9 1��1 Ir Irk II�l1 • �E���I■II%� ��� •Ali 12� G� RECEPTACLES ®�11� • ' • ®1��®�1®Illr�i 1® n�1 n � _ l�lgll��ri.l�im 1®� � ll�i'1�1�I■m Ilii® 1� ° 11h®l1 ■ �I�Il11 ■�1�■l.�m�l �11h�1�1 1� `�, - - - - - ---d�e11�I�IM�I�IL°�I■I�i �1 Il®®® 111 OJ�r.I WWWW Aid/�!�II►®r�r�/'�ri® W, W1� 1®®r..rrr�r .'if.vi►�i'1►.O:WRAPr �®�11WNp1ral a WE-r®����®rrrr ® ■r rr®rrrr I��r�,�SIMS r�m,,�■,13212 �.®01�r®rr ar®® r®ice %Ilrrrrr rr�i��1®11=1 ®M> �i®i�3J. �rrrrr®rrr®I INA r�1W uW, ■rrrr®rr®®®� ..r►.rrr►4 _c�.®ir®�.�� A T L LIGHTING: T Q LIG G. - ` 2.53 1.20 2, 01 R RECEPTACLE 0.90 0.72 ww ATER H AT E ER C TOTAL'•CONNECTE .KV .- D A. 29.4320,00 0;63 10 '1,72 TOTAL CONNECTED, AMPS H HEATING:- G 7.86 7.86 7.86 1 OFF',THIS LOCK O.F T I I H S C R UIT. M MOTRO/HVAC FqN:10.0410.0410.04 , 0 (2) .ROUTE T ITS CIRCUIT,THROUGH P, OT0' T TRANSFORMER/PANEL/ATS, >CELL CONTROLLED RELAY K. KITCHEN.. EQUIPMENT' ,,, , _ E EQUIPMENT, MAX DEMAND. 36,29 KVA I' I A MAX,' -DEMAND CURRENT = `:1,01 AMPS M SCELL NEO.US; - PA§1 r EXIT LIGHTS 1� I��Ill��l • • ®®®I�ICIl11�1 ��� 1® WAR RECEPTACLES ���f1►i ■ RECEPTACLES I��1�11®• ' lifl�®■I� 111J © • ���i■■m1�®1�1i��i1 ®tom Iti� ®�ll�ll�����1��� �,1® ■ 1�■ ��ll�®�tmm.IC1�3�1®� TOTALA - OT L CONN T EC ED KVA- ' �A 6 B �C'. L LIGHTING: - -� 1.52 1,36: 0.91 R 'RECEPTACLE- • - 1.08 0.72 W WATER •HEATER...,' H HEATING: - 7.86 7.86 7.86 M MOTRO/HVAC FAN::;; 7.53 7:53. 7.53 T TRANSFORMER PANEL/ATS: K KITCHEN EQUIPMENT < - E EQUIPMENT.: MISCELLANEOUS �= A B i 0 -P ,d) 710011107 COND UCTOR OTHERWISE D f ELECTRICAL -..PLAN KEY NOTES: � : • EXIT, EMERGE. AND NIGHT LIGHTS SHALL BE WIRED AHEAD . OF ANY LOCAL SWITCHES. ' O CONTRACTOR SHALL FURNISH AND INSTALL MOTION • SENSOR CONTROL SWITCHES FOR LIGHT FIXTURES. DETERMINE EXACT LOCATION AT -THE SITE. MAKE ALL CONNECTIONS AS REQUIRED. IN L'��NG CORRIDORS USE THREE AND FOUR WAY MOTION SENSOR SWITCHES. O CONTRACTOR SHALL FURNISH AND INSK�in • IN CORRIDORS AS SHOWN. LOCATE THE0 -ABOUT T-0" AFF. •' ' : 40 'COORDINATE WITH .MECHANICAL PLANS AND FURNISH AND ° -. ' OINSTALL DUCT SMOKE DETECTORS AS REQUIRED. MAKE ALL CONNECTIONS AS REQUIRED. �5 CONTRACTOR SHALL FURNISH PHOTO CELL CONTROLLED RELAY AND •WIRE EXTERIOR LIGHTS THROUGH THE PHOTO ' CELL CONTROLLED RELAY. DETERMINE LOCATION OF PHOTO CELL AT SITE. Q ALL OUTLETS IN TOILET ROAM, OR WITHIN 6'-0" OF ANY'. SINK SHALL BE WITH GFI. OUTLETS FOR EXTERNAL APPLICATION SHALL BE WEATHER PROOF WITH GFI. �7 CONTRACTOR SHALL VERIFY RATING FROM MECHANICAL PLANS AND .,EQUIPMENT SPECIFICATIONS AND FURNISH AND INSTALL. DISC. SWITCHES FOR AIR HANDLING UNITS, AHU'S , COND. UNITS CU'S , AND WATER HEATER AS REQUIRED. OUTSIDE COND. UNIT, DISC. HA , SW. SHALL BE NEMA-•3R. 8 L� CONTRACTOR H S ALL OOR IN T C D A E WITH THE OWNER AND - SECURITY' CONTRACTOR FOR EXACT EQUIPMENT LOCATION .AND INSTALL EMPTY UNDER GROUND CONDUITS WITH PULL STRING A ' . S SHOWN ON ELECTRICAL PLANS. 9 INSTALL UNDER GROUND CONDUITS FOR POWER FEED TO 0 N I DUA PANE LS IN EACH BUILDING AS SHOWN. INSTALL , MAIN FEEDERS AS SHOWN. 10 ALL WIRING FOR LIGHT FIXTURES, HVAC SYSTEM, AND FA , SYSTEM SHALL BE IN CONDUITS, WHICH SHALL BE ROUTED • PARALLEL OR PERPENDICULAR TO COLUMN LINES. 11 COORDINATE WITH ARCHITECT AND OWNER AND LOCATE TELEPHONE BOARD, TEL. JACKS AND COMPUTER/ DATA ` JACKS A7 SITE. FURNISH AND INSTALL ALL ,TEL./ DATA JACKS AND EMPTY 1 /2" CONDUITS FROM TEL/DATA JACKS TO ABOUT 6" ABOVE CEILING AND INSTALL A 4"X4" TERM. BOX WITH COVER PLATE AT THE END OF EACH CONDUIT. 12 CONTRACTOR SHALL ROUTE CLEAN POWER CIRCUIT WITH ISOLATED GROUND CONDUCTOR FOR COMPUTER (IG) OUTLETS AS SHOWN. DETERMINE EXACT LOCATION OF (IG) OUTLETS AT SITE AND FURNISH AND INSTALL AS ' REQUIRED. 13 COORDINATE WITH SECURITY CONTRACTOR AND DETERMINE EXACT LOCATION OF KEY PADS, AND GATE OPERATOR AND INSTALL CONDUITS AND POWER AND CONTROL CABLES; AS REQUIRED. REFER TO KEY NOTE #8 ABOVE. 14 'CONTRACTOR SHALL, DETERMINE THE EXACT LOCATION OF PYLON SIGN AT SITE AND ROUTE 1" CONDUIT UNDER GROUND AND ROUTE THE POWER CONDUCTORS AS • SHOWN. SIZE OF THE WIRES IS BASED ON, 250 FEET - LENGTH, 20 AMP, 208V CIRCUITS. IF THE REQUIREMENT IS DIFFERENT THEN CONTRACTOR SHALL ADJUST THE SIZE OF BREAKER AND WIRES. INSTALL A 30 AMPS, 240V, 2P, NEMA-3R DISC. SWITCH AT THE PYLON SIGN POST. ROUTE PYLON SIGN` LIGHT CIRCUIT THROUGH A TIME CLOCK T/G. o5 - 4 1 0 CU 1 # / #6, CU, GRND, 1- #6, CU, ISO GRND IN 2" CONDUIT. 16 4- #3/0, CU, 1-#6, CU, GRND, IN 2". CONDUIT. 17 4- #4/0, CU, 1-#6, CU, GRND, IN 2-1/2" CONDUIT. ` 18 LOCATE THE WIRE WAY IN BLDG "A" ELECTRICAL ROOM O „ WITHIN 10 FEET OF THE PANELS A" AND "Al" TO BE IN COMPLIANCE WITHN.E.C. 10' 0 TAP • RULE. 19 SIZE -WIRE WAY IN COMPLIANCE WITH N.E,C, 1999 CODE REQUIREMENTS. O20 'CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT AND WITH OWNER AND DETERMINE EXACT LOACTION OF BUILDING SIGN JUNC. BOX AND ROUTE THE SIGN CIRCUIT THROUGH THE, SAME TIME CLOCK WHICH CONTROLS THE PYLON SIGN. 01 LTJ 30 AN 417,711 OF: - .,... ...�.... ���., �...... DESCRIPTION OF LOAq � �. , � ,• t --, ;yA„ ''A1" C NO A WB WC P AMP 2 3.93 2 50 AHU-7 H � �.. ::::• 4 , ,,,;„ . , PHOTQC-ELL �� LIGHTENING ARRESTOR200A, 3.93' T , N ROLE D MC �` D Q - - LE B .P ANEL"`. PANEL •• ': ANEL: R -, A . ,� P , ■ 6 3.93 2 50 AHU-8 ELECT. METER FOR ��. Y (TY .) 600A 120/208V z t - _ - SYMsa,t� r O 5 .`2'X4' F RE CENT h .LUQ S • 2'X4' FLUORESCENT NIGHT LT (NL) ; • l i Q � 2'X2' ..FLUORESCENT-; 't b 2'X2'.FLUORESCENT 'NIGHT LIGHT '^ Q 1'X4'' FLUQRESCENT CEILING` MOUNTED LT FI�(TURE • WALL MOUNTED LIGHT FIXTURE_ -HEIGHT 74" OR, AS NOTED ON: pWG ; EXIT LIGHT EX `EMERGENCY LIGHT - TRACK LIGHT a DUPLEX RECEPTACLE NA. N' , , T ` 120 V. 20 AMPERE, RATING. . - " HEIGHT 16".;.T . O. BOTTOM UNLESS NO T NO TED 0 H R'MS ' y,3 ' - DUPLEX RECEPT, OUTl.,ET, ABOVE :..-` ' COUNTER SHALL BED: �2" ,AFF, TQ; ' BOTTOM UNLlTSS;, NOTED `OTHERWISE • GFI U D P X-W LE .GRNp'F♦ INTERRUPTER - AT AT COUNTER SHALL BE 42" AFF .TQ _ BOTTOM UNLESS NOTEDOTHERWISE-, DUPLEX W S0 N L. R T / G Q S� � 0 SMOKE E D R `: E TECT 62506 6 � 1 �' 9 51 l 2 B 0 0 A ' TO -THE - o REFER CODED NOTE .-NUMB R:'` E -�_ •.�a' 8 10 3.93 3.93 2 50 _ AHU 9 : , ; 39i 4W♦ S R � E, �IGEa•, : • .' .' 15 ' 16 `t ; : ; ,, .. ,. �., • - . ,f,. 150A,. • , ... 150A- ,: 15oA � ELECTRICAL POWER CALCULATIONS. CONCEALED,,. UNDER IN WALL,­,ROQF OR GROUND CONDUCT � N Ru 12 3.93WAY CONSISTING- B C TOTAL CONNECTED KVA 15.6914.98 15.89 13 12 5 133 O1 TA L CONNECTED AMP S t.. .. _,. c MS.LA ,. ) 50 KVA 10 t'; , 1. , ., ..,...: ..': •,. '.< ., 4< a J S 4 A • r. , LOADS 118.51 A X KV 100 118 .51 , is <. T R LOAD S 1.30 KVA X 12 % 1 63 • ;. a LOCK OFF THIS CIRCUIT.. - .. . 2 ROT SCR I E TH CU THROUGH .PHOTO & . .. -•- -- - • • 6, TOTAL DEMAND LOADS , ."... CELL CONTROLLED RELAY s : . , ., .. _ , ,: , , :, , ._", ,: _ ,. . 7. TOTAL . 8. , T f :4 n S: e r ti f t h• ;a , , pp ,Ys* tay ` , , � � ­_ , ­­­ - ,V,,'.� V, . 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I � I I . _, . , I- I .: � I iANY,�MANN - AFFEQTjHE -WORK ­,UNQ .CONTRACT.� -,THEY`SHALL,_ VISIT JHE , ­ ,ER ,ER ' ' ' ' ' ' - : ' I - ,1�.­ I I I ­ , i� -1 I � � . I 11 1i - �.__ �� :. .,. :. - '_11' * . , - , - 1 SITE'l , � POSED. PROJECT, TO, FAMIU RIZEi: � � 'l; _i I I I . 7�114E, PRO I A " ' " -, � '� �, 11,� , ,, �� , , - . . . -, ' ­ ", � . . , ­ � , � -, ��'.',. _, .4 ,�.' ". I ", � " " . 1: '' 11 I I - _, ,, . '. �'THEM$ELVES WITH. ,TH�,,,L,09.'�L���,dQNbIT'IQNS,�,��IRF,,,�,, j , , I I , ' -, - . _. 11 , RATING -REQ( IREMENTS,, . I . �.. . _ �, V; ".__ I _ .3 � I � . I ", I . -N -PROJECT�,'�',THE�.'PR.ICIN-!.G�',!,SHALL"-, bE--`0ASED',ON JHESE 11 ". � � 1AND-THE'., AWRE.OF�,,THEz, I I q, I 11 " i" `_ I I I �� -­."; � I I _ . . 11 . . ' . , I � I . 'I SPE6�11CAJIQRS, :AND fHE�,"MA,T''E'kIA4��.8HOWN.,.',.�09'�-T "DRAWN G, �-, SU'8MI SSION � - . . ' ' '" ', 1. t. I 1, ,:_1 , 11 . . 11 ��,_ I . 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THE � ARCHITECT, OR, TO THE,,ENGINEER, �`., . . - ' � I . . .,.�.� , ., � I � . � . - �WITHIN'­TEN,(10) WORKING,DAYq'_ �, ,�o .ORAL.,- COMMUNICATION R'E''GARDIRG THE � - ' . I - � ­ _ -, I . , � - I I , , i:, I , 1� ",:;, 4� 1 I I � � � ' ' - ' L , � EXCEPTIIoNs�. ok'�CHANQE,,5HA L"_' 11 I ,. � - L�:BE ACCEPTED. BIDDERS, $HALL ��BE,- NOTIFIED , . " I � I :,';,�:,.��, � - � , � I I I ".. ­10-i(TEN)�WQRKIN -DAY ,OF ANY CHANGES, ­IF MADE,IDUE TO � THE L � WITHIN' ,, 0 S� I . '�o." , , : :2 1 ", ;' : . 1;. !.',.�lr I � I � I I I . I I 1. ! , - � I- . I ,�, t� 11 � I � - I . T . , T 11 . " ACCEP,TANCE;, OV EkEPTION8, :, . I I ! � ­ , 1. I . 1. I I .1 � J , i:, L� _­ �, I - i I I I . . 1, I . 1, �ia 1,� �z - I � 4�-- , ''. � - li '' , � t ­_V1. - , I I . 11 , � I 1, � L - '. � I _ . � " � - � I - t, � ,. . I It, I I I , _� : ., I _. . I I I . , " Il. , I . I , � ': I I 0 "! - ,., � .�. . - ­ 1. . I , . t. ,. . I .1 I . I . I � 1.1.4 �MATERIA,L, � " . �, - I t_­ ­ _TA 'OFF: t '' -- : ;� . t _ � 4: " ; ' , , 11'� 1 �,­ .�,�- C;� - :� " I : ,:�... _1 ,_ = . I I IKE� � . . I �ALL r MATERIAL"TAKE - OFFS,- SHA4C: BE 11" 'i'!� " I � , I . ,. ­ I ' , I . . ,, MADE,�USING THE! LIGHTING �AND "i - - ' I . � - . - -, I I;. 1: � - I I � .1 - 1, ,, , � . I . I . . I , . WER.. CONDUIT, AND WRING DRAWINGS ANQ�.a.JHEIR � ASSOCIATED �, I . i PO � ' ; - z:,. '! - 'w� � t , , � : . I I � .1 . I 11 - . ,REFERENCES, I LU I 11� ANt DING THE, � SP�,CIMATfts oN,THIS PRQJTC.T- ALL, LIGHTING MATERIALS ' . . � I I 1, ,--, � : , � . ,� ­ '' I . � I ; I 1, � � ,� I . - I I I �. INCLUDING- FIXtRES,' R, SWITCHES;­W1kE%''PAN*E�s. -.A D _RAcEwAyt, . . I . I . N ' . . , q­ . . � ,� I ,; p , � � I I . - � ­�_ , I . I � .- I ,; r � , - I I ETC., i,SHALL� BE`� PURCHASED - BY; THE CQNTRAC'TdRS UNLESS� NOTED OTHERWISE. I I I I � , e , , I � ­ I � I...", ,� I . �'. I . . I � . ', , � � , I ,, ., �, . �It..'� - � _-I-", ,C. ". � I ;­ �: �,, ". .1 . - I I I I � ." 1 111._w. . I � � . I . - . 1,; , '' , �:-� 11, . '' I : . 11 �_ , ,:� I I fIr , ­ I I , I � " --�', � r � .. . * , , . , , , , , 1, � , I � 1 � � I '. � �' T I � , L � 'N' f , , " ", , , ,,, I ; , , ,, . ,,i , I I . ,. 1. I , , - , � ,; , , � .. I:, . , - 1� I I , � , : J � I ­ , ,, .�, ,�.:_ , , , � , � � . I I ­ t I. ti��­, '," . , �� , , I � 1 2 1 P , ,� , � I I ' " ' ' i "' "Sk XLL:i, I ` ' ' � �' I ' � 1.1.5. -i-BID 4 PRICE- �;.THE ,QIQ,' PRI&E'� . NCLUDE-,A�L� LABOR, AND,'MATERIAL. COST, - , . I , I I I I , ' R ALL, NE�H A YIN kNCEL ANO', PERMITS RE UIRED ' , � . I 1. . ,. . . I I � :, , , , , ­, ­­ , I :A, � 1 _ I 11� i", 1.,1. , . . : "I I I I I , . r . � . .1. � . I . . . 11 I � I �, � . I I , , 'LSUR� I I Q , .1 .1 �$ -FEES -A$- 1TO.-ANSTALL . . I . - 1, I I THE COMPLETE- ELECTRICAL, ��STEM IN' COMPLIANCE NTH -THE DESIGN REQUIR. . I ,­ , "I _",�, � � 7t., � , - , � I �, , -, . I - I I . . I � 1, ,� �� - I L� , , I ." : i�,ili_'­ ,_`�_ f . ­t ., �_ ! I '' I I � I . " , . ­1. I r ­ - . I � � I . I I . I -;!. I I :, �._ I I I � I . , . ��. - �' � j I '"l, " ,­ I � � � I �,�� " . ,�11: � I I— �, ''­- � ­�, . t,�'ti,, " - , r­ -, t­��_­:�-' 4 ,:1 - - �, _7 ., I - ' * :. - � I .1, , I 1'.1 � 1. "�. , I �.. . ' BI " ; , , , , - -��t , - .1.1.6 �' ItUdC ' I � I . . I .EssFUIL ODER: THE�.SUCCESSFUL� BIDDER WILL SE'REFERENC�D'A$, THE I � I . I . �. _­ .,i. I I , , �. I .. 1, : , ., , 1� .q, - I .� 4:. 11 1, � � .:�_ - 11 I I - - iCONTRACTOR, FROKTHIS�'POINT, ,ONWARDS THROUGHQ�T: THg� REST OF THE -'� - . . � 11 I ­ ,v " I , � - : �"_,. - 1: 1. I , � . , - � t '' -�, , . 1� .. I I 11 . . �� , ,� . I . ! .. � I . I., '. .11 I I I ­� , .1 t�o­ I I SPECIFICA)� N�.­;..� t, ­ I � I ­."'L..' ­. � �11 . I I I I 11 11 " I �, � . -.1 I . . 0 1 . I ,� i- , , �,­- i, _ I c ;,.., I'', , �, 'I- I � , � I I " . - , .1 I " , 1, . L � - , ! 1. , " , � I , � �'� I I I '' I : ,t I ,,, . , . . . , , � . �,;� . . I 1, , .-. - ii It '' I . ,1�t' , ;F� . . ­ - - � � !_. , , , , ; I . I I., I ��' t �. I" � i - ��!, ,:�:,, , , ,. � - , -, , i ,,, I ­ 1, I . " I" . � I I . 1Z I I. ­ I ��­ �,� �, 11 � . � �, �, I ­ � � 11 ? � .1 .. 11 I �:� �, . � - '; . I ,. - ' I -� . - LIECTRIM � CONTRACTOR � I . - ,1:2 � . :THE � 1. . � . REQUIREMENTS, AND .INSTRUCTION$: I 11, , 11 I . I I I � � , I � , '� l , -1 % I : 11 _,_1 I., "'.., �. , " I I I � I : ..,.,,I , ", � , �_ '11) 11", ,, � � �,. , "� - , I 1, � " -.1 7 ,- " I - i;__ "," .�_ � ',-L �'., . . � � I � I _� . - � - ,., �, �'; I I " _ , 11 11 , , I , I ,� ", I - � I � ,:� �, '' -,::, _ . , , t", ''."'; I ��' '. l _;, ., ,, . �,o � . 11: . ; , , . I 1.2.11 1 �H C ,bNTRAdfQR E. EXP�RIE . NCE � P_AND_:�$,KILLED PERSONS,TO,' � ' ., I - .SHALL US, , ' 'WORK ". , . �C , , " Z, . � -, � ", - ;� -: , I I � _. I ­ , , P ' . �� E�i � _C0 f 11 � � FORM 1 ALL THE ELECTRICAL. INSTALLATION -`�UNDE THE M ANT . , I ""! �i, , , ,�,,� �, _:­ , . - , � .R , .1 I I �, i, SUPERVISION. OF 410ENSED.E[.,E ICfA JR . ' , - � - 9TR , _Ns AND10k, LICENSED zJOU NEYMAN . ''I " - - ,�, . .1 I �� I ,� , 1� I I - t, I , 1, � � � ­ q I I . ,, : - - - 111"t.-o'k � . �'­ � .I ­_ ,- , - " �. , _ I I I � � � . . ELECTRICIANS., . , - _:.. . 1. :1, ..., , , �. �, i � , ,ill �,.,.. _ I . I . I., � I � I - '. , , :" :­1 � ,, �, . .11 I I �! t� � _ ,� , �! �: ­ -.�. . � I t, � � ­ �� � I ­ I . � ;�,i� I , -�, -��_ , I I � 1� � � ': ., " .. ; �.; ,.: _­: , t� ,,, , �, , �� " � "� " I .. . .. 1. I � ­� ­�­,: , -, ''" I ��4r . I ,�� `,�. �, :_ i" � 1, - � 11 I., - I - �� ,-, , . . ! - - �, 1_, ..11-1 o��,_­ -_'�­:�.: ,t:­ :�" � ­ , .� 1.­, 7 ,�,, � 1�� I .1 � � , -- I " �' " '' . " .. , - . I � . � 1.2.2 �ATHE, QONTRACTQR,-$HALL'5E R I- � � ,$PQN$IBLE, FOR ��i%l ' � .-�; I 1�. . I I 1. , �',"' '��-' I I � ,� 'r4l � ' , - -I 1 , '' � � ­ , . I 1. � . a I -COORDINATING I 1. � 11 � i . ­1 1 �11 -i ,,PAYING : LL :, .� � 1 ANQ.'l4Q8TAINI MM4, A FEES, ,AND . L . I I NO ALL'REQUJR.E,Q�� PER I .n . ' . . ,�,,�,-;,_'. � ;4_ ��, ,�,��,__",_,,��.,�'_' I � . I I . I - I � I ­ - 1. i ' ' I - - I . POVIDINQ,; ALL'.% NECESSARY -'l.IN8PECJIQNS ,INCIDENTAL IQ ,fHE.. ELECTRICAL I I ' . � . I I � , , - , !�� ,�,P�� �. "� , �, � I , � 1, W "I.- " , . `� I ;.1"' . � I "I 11 11 I I , , - ; � , . _ ­ I 1_ 'Ili ;�",�,�, , ,": � __�­.';�. v,%-�­ . , ", ,. I _ PORTIQN.,'o ' - ,''. "; �,�' " � " ,. `-, ._._ , I OF, 1THE � WORK'.�,-, 1. I �� :��..L,L, .­ ,� ,:._,�,tt­ I -, �,,;". `e�-,:!: 1, � . ` 1, ­ � � ,." 1, , � , I., i � 1. A_t". , ,, . �,��- � � , , ,,, �­ - . , 1,�E -, ,i,, , - � , " -,�, ., - , k - I `_" , , " � ,� *0'� _­ . ". "". �' ".-"_A ,; 1, , �� __ , , , 1. . ., I . I I. I 1 , -, . . , �', I � . . I., , ;� ­ � .1 I-, � 1. ­'_.. 1_� I __ , , , - -:.: , , " -, ,,,�, , , ,,� �. _ � I , , � , '. :1­ � , � � �, A111 ­ , .:'. �_ I , � li,��',-��;, ,� � , , , � , � ­,�', � �­ F,""'."t �� , I ,� ,'�� ,,, . ..� , , " - ., . , " "'�f - � " , " �, _ , , :.1 . � .1, ;. ��'� d , _ "'11".: I. , , " , 1, �t­';?� �,',�� �,�_­, ,�l ''. � � . - .4-� 11. 2.3 ­ � THE� - ­ ­ . ` 'CARRYING -NEtESsARY,, ,,, , : f'' SHALL � BE,,, RESPONSIBLE, FOR- I 'As'REQUIRED '' ­ 'H I : � '. - � � , � I !,�_ . . . , ." : ­­ I _ I "' , :,� t, --� I I.t '_ . jv � � , I 11 � I .11 . , ­L­ I I . IN5V ;, � �� ,. RANCE - Y,' - ­ 1. .1� . . __ B­ A T-,`�J�M .40YEE NS, . -L W JO',PROTEC � ­ I . .. � I ­ . , ­ I '. �_� I, �.. :� -�: I - ,�. , I . . , _- I - I ­ I - - 11 11 � iP - 11 . - ' - I . I t. - �. - . � - 11 �, � --�EQUIPMENTi` MATERIAL AND. ANY OTHER:RE"QUIREMENT�` t' ` , ;, I :. . - , - , * - . � -­.- ,- ", . I ,�� I . I �, , -1. It '' , . . .1 . I I � ,�!, 1. . _. 11 ­1 - _ . .__ I ." .. I . - ­ ". F, I ... : I 1. - � _. . , I ­ I , ��_',t___ '' '. . I .1 ��.. I . I I �� . ­- ., I �-, �_ �,­:, �,-�.,�,rl . , " �_ _,,-. I t I :, '.1'.', - . I I � I .1 -, I _ �- I ''. ,:1 . I . 1. ; ", - 1­ .­!.:­_ , n , ­", , �' I ".. I " �­` I" "!"I-' '.','L '� ��t': I 'I, �: _ �' " �", " ,,� "',_'_ . . ­ . .1; �. I ,� �,�'. _., � � ' ' . . , , . , � 11 C -�W! ALL-�APPLIC B - ­ ' I 1, �'.1.2.4 THEw..0 ift Wbkk_�kk `� -, i§TALLA - L',' 60GY� �,, THII I A'LE:.STATE, . I I ­ . . . � , " - ., t, ­ � � � ,i:,,� .,- - - , - � I I I, , ` I � � I ., , I - I 1. . . � , I . . - � AL, I ,.- .C,ODE$.i:.���;APPLIC48,LF-�.C.PQES ''AS 3 A MINIMUM, - ' , e ��:�COUNTY,`AN��L,,Oq _BUIWING I , . ` - , , , . I ' . - " ' I . I _% t:, � I :_�tl:,* "'i,, , ",;,�, �, I . I I I I I WILL �INC�UDE,iTHE,,.�ATEST.:,�DtTIQN'.�OF:,THE-�FQ�LOWING, THE$E.\NjLCBE.t, , I � . .L I ­ I I 11 " i, " 1, � �, '141­ " .,_''.Z ". I * , �.',­�, . , " " -, , ��_ *' " � . I . . I 11. . I , � I , - $PECIFICATIQ OF.JHILI� - PROJECT.., ­ �" ' , "'; " ` b 4 . . ' � ' ' ' ,CONSIDERED* � PART � OF, THE � , N , '"' ­ , ­ , , I _ , "" � I I ,, I , I � ­�­ - , �'. - � " I 1� �'� � �1. �­. 1 I �', ­ � ­ -, _ t'. I _., ."t, .�rA, � - '. , I , , I . .. - , , " " , " ':. � . ,." �, _ , � -:,::,.t � �. ., , ­­ , . , , ,, ,:. .. ­ ­ I 11 1­:­ :� " 11, I I ` _,�_� . ��11. 1_11-1�1­1`_1_11 - ': 1- . I ,. . I _�.;, ,. . . . I . - I � . % . A NIFORM.- N G; .6 - OF L' j 'PL 6APLEl�,C % I :, U - BUILD) - ODE ­' Ew:Ap I - ITY,-AW_.,COUNTY. �. ,' "I � TH � I . I . , I a11B 'i _,,� ' � .. � 11 � I I - - , ,-, - � � , �,% � 4 11 I 1% , , . I 11 .1 - . , , , , - , NATIONAL' ELECTRIC'� CODE NrPA,70, 999 � ` �`, � :i`-, � � . � � ­ 1; �� -.1 - 1. I � I - , . I I I .1 . ... I I I I _ , . I I "', "' I � I . ,� '. �,�,� _ I 11 . � - I . I F�. 1 , " ., 11 � I . . 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