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Auto Center Fire Protection, Sprinkler
7,. 122603 10/22/04 mw o m L3x3x1 /4 3/16 2®6 TYP 3/16 206 L3x3x1 /2 S 01 3 7 N �I 0 I ro N V i c� 2„ CMU BEYOND PJF AND SEALANT REF ARCH 99'-11„ MI1 _-- ----- 1/2" DIA x 2'-0" DOWELS AT 24" OC EXTEND INTO SPEED DOWEL MIN 6" OR GREASE END OF DOWEL (1) #5 BAR FROM BOND BEAM CONT ACROSS DOOR OPENING, TYP #6 DOWELS AT 10" AT CL WALL #5 HORIZ AT 12" OC AT CL WALL #6 VERT AT 10" OC AT CL WALL REF ARCH FOR WATERPROOFING 1� 1 BACKFILL WITH SANDY MATERIAL -IN O e I J 6" 10" v „ L2x2x3/16 CONT AROUND REF OPENING WITH 3/8" DIA SA PJF AND SEALANT 3/16 2 (2 MIT N PER SIDE) REF ARCH 3/16 2 CL TRENCH II L4x4x3/8x0'-8" DRAIN AND EMBED PLATE COL 5/8"x8"x0'-8" WITH EF PLAN (4) 1/2" DIA x5' HSA 1/4 BEAM AT SIM 1/4 CL CL BEAM BEAM FLOOR SLAB, REF 8' S. #5 AT 12" OC LAP SPLICE LAP SPLICE FDN PLAN I o ik REF FDN PLAN Ln Or 0 wo FF EL VARIES )PE TO DRAIN a �1 _011¢ VARIES SLOPE TO DRAIN TOS EL _ry J TO DRAIN EL 0 = 99,-10" O' O XQ-- -- - I < I I 3" -GK BRG BEAM CONNECTION MIN _ Mld 1i M 3/4" = 1'-0" 122603 58-011-195 - #4x4'-0" DOWELS 5/8" CAP PLATE AT 12" OC 2'-0" i 5/8" STIFFENER PLATE OFI � N i (4) 3/4" DIA A325 BOLTS li CMU BEYOND 3" DECK - #6 DOWELS AT 10" OC TS3x3x1/4 COLUMN, TYP BRG MIN AT CL WALL PJF AND SEALANT FLOOR SLAB, REF REF ARCH i I FDN PLAN I -WATERSTOP, 100'-0" TYP FF EL -------" II II 1 #5 AT 12" OC TOP AND 99'-4 1/2' -------- BOT WITH MATCHING TOC EL CORNER BARS. REF ARCH_ III 1/2" DIA x 2'-0" DOWELS FOR SLOPE AT 24" OC EXTEND INTO e e • • SPEED DOWEL MIN 6" OR #4x4'-0" DOWELS GREASE END OF DOWEL AT 12" OC 2'-0" e e e s OF 1 cV I 2 OVERHEAD DOOR L3x3x1/4 CONT, TYP TS12x2x1/4 CONT SHALL BE PLACED ON A SLOPE TO MAINTAIN 3" DIST ABOVE SLAB 1/2" DIA x6" HSA AT 12" OC r >I� -j 'L '"F FDN PLAN u M EL VARIES ° e L3x3x1/2 REF REF FDN PLAN --/ FOR FLOOR SLAB L3x3x1 /4 CONT, TYP- 3/16 YP-3/16 3®12 3/16 3012 REF ARCH FOR PLATFORM DETAILS #5 AT 12" OC /` REF ARCH TOC EL VARIES ARCH FOR LENGTH r L3x3x1/2 TYP >3_/1672-06 #5 AT 12" OC WITH MATCHING CORNER BARS SECTIO 8 3/4" = 1'-0" �TS12x2x1 /4 5 — "° IL-11 —1/2- = 1 REF CMU WALL REINF DIAGRAM PJF AND SEALANT REF ARCH 100'-0" -IFFF EL ----""-'- 99'-4 1/2' -----"---' DECK BRG EL 02 -0 #4x4' -d' DOWELS I F AT 12" OC N EMBED PLATE 5/8"x8"x0'-8" WITH (4) 1/2" DIA x5" HSA AT 24" OC CENTERED ON ANGLE REF TOF I . � a 18 GA POUR 14 13 STOP BY DECK SUPPLIER, TYP 37'-4" 111403 S8-013-195 REF PLAN L2x2x3/16 CONT WITH 3/8" DIA x4" HSA AT 12" OC REF FDN PLAN FOR SLOPE SIN I I n II II I3" L3x3x3/8 CONT 1/4N4 1/4 4 GUARDRAIL, REF ARCH If� MICU11 FF EL TrVARIESMV n _W FLOOR SLAB, REF FDN PLAN 18 GA POUR STOP BY DECK SUPPLIER, TYP REF PLAN FOR BEAM SIZE, TYP REF 8-S8 FOR ITEMS SHOWN BUT NOT NOTED REF 8-S8 FOR ITEMS SHOWN BUT NOT NOTED S8-012-195 1 p SECTION AT 03PI T END WALL 9 SECTION AT STAIR OPENING 603 009-195 REF PLAN 3/16 3012 CL OF COLUMN 3/16 3@12 i REF PLAN L3x3x1/4 3/16 2®6 L3x3x1/4 CONT REF PLAN TYP 3/16 2@6 REF CMU WALL L3x3x1 2 REINF DIAGRAM PJF AND SEALANT TYP/ 3/16 2@6 3/16 � p: N .I REF PLAN #6 DOWELS AT 10" OC AT CL OF WALL WATERSTOP, TYP REF ARCH FOR SLOPE 122603 L2x2x1/4xCONT 3/8" DIA x 0'-4" HSA 103103 S8-005-195 z_ NOT USED �"0 99-4 1/2" TO J 1 99'-2 1/2" 1 n TOW EL VARIES 0" 10" 43- '-0„ #4x4'-0" AT 12" OC N #6 VERT AT 10" OC AT CL OF WALL #5 HORIZ AT 12" OC AT CL OF WALL REF ARCH FOR WATERPROOFING 1 BACKFILL WITH SANDY MATERIAL U e O � J 6" o s8-008-195 cii C H.7 H.4 CH REF ARCH FLOOR SLAB, 11 REF FDN PLAN REF FDN PLAN REF FDN PLAN o FF EL VARIES 100'TOC -0" FF EL VARIES EL 00 SIN 18 GA POUR STOP BY -_—__--_—._—__- e n DECK SUPPLIER, TYP e== ��ctfU ------------- - 1 REF 9-S8 FOR DECK SUPPORT BEYOND L3x3x1/2 REF ARCH FOR 1" I #6 VERT AT 10" OC LENGTH AT SIM li AT CL WALL L3x3x1/2 REF PLAN FOR BEAM SIZE 5/8" CAP PLATE #5 HORIZ AT 12' OC TYP 316 2®6 1 58" CAP PLATE / / AT CL WALL 11 (4) 3/4" DIA A325 REF ARCH FOR (4) 3/4" DIA A325 BOLTS BOLTS WATERPROOFING 4 TYP S 3/16 TS3x3x1/4 COLUMN, TYP l i TS3x3x1 /4 G.6 COLUMN, TYP #6 DOWELS AT 10" OC 1 AT CL OF WALL 11 I1 i 1/2"x9"x0'-9" BASE PLATE WATERSTOP, TYP J REF ARCH FOR 1 1WITH (4) 5/8" DIA x8" 1 PLATFORM DETAILS #5 AT BACKFILL EMBED ANCHOR BOLTS 12" OC WITH SANDY i REF ARCH 4 MATERIAL 1 1/2" NON -SHRINK GROUT 111 _ REF ARCH 44 fOR SLOPE v FOR SLOPE 11 ° • e • e REF ARCH 0 TOC EL VARIES e n U 10" 6„ I f #5 AT 12" OC WITH WATER STOP, TYP I MATCHING CORNER BARSV (4) #5x2'-6" T&B DIAGONAL I f AROUND PERIMETER OF SUMP PUMP L J REF 6-S8 FOR ITEMS SHOWN BUT NOT NOTED REF MECH FOR SUMP PUMP NO SUMP PUMP AT SIM 7 SECTION AT STAIR OPENING 3/4" V-0" 122603 S8-007-195 6 SECTION AT 26P1 T S8-006-195 CONTRACTOR'S OPTION FOOTING SHALL HAVE THE SAME BOTTOM OF FOOTING ELEVATION AS THE SPECIFIED FOOTING GRID REF FDN PLAN AND SCHEDULE! FOR COLUMN, BASE PLATE, ANCHOR BOLTS, FTG SIZE, AND REINF REF FDN PLAN FF EL Awl I IA. 1 CONTRACTOR'S OPTION 3 CANOPY F 1'-4" (4) #5 VERT REF ARCH 1 CL OF TRENCH DRAIN I 2" #4 AT 16" OC CLR 1'-0" 1'-0" `r TYP CMU BEYOND o I(n Lu PJF AND SEALANT a 1'-0" ® REF ARCH SECTION SLOP TO DRAIN SLOPE TO DRAIN #3 TIES AT 8" OC n� 99'-11TO DRAIN EL 99'-10"OX (0 i7 - I � --- DN PLAN AND SCHEDULES :OLUMN, BASE PLATE, • MIN CONC COVER 0 DR BOLTS, FTG SIZE, BELOW DRAIN REINF 6" REF FDN PLAN #4x4'-0" AT 16" 0 MI (4) #4 CONT AT FF EL 2,-0„ 1'-6" DRAIN 99'-4' o� #4 CONT TO PEDESTAL N 1/2" DIA x 2'-0" DOWELS AT 24" OC EXTEND INTO SPEED TOF EL DOWEL MIN 6" OR REF FDN PLAN GREASE END OF DOWEL REF FDN PLAN (1) #5 BAR FROM BOND TOF EL BEAM CONT ACROSS DOOR REF 3-S2 FOR ITEMS SHOWN BUT NOT NOTED DETAIL 022502 OPENING, TYP ITEMS SHOWN BUT NOT NOTED FREF1 -S2 FOR 56-003-195 2 OVERHEAD DOOR60SECTION SS -002-195 CG CF8 CF6 C CE8 PPAW TO RGALA 122603 10/22/04 mw o m L3x3x1 /4 3/16 2®6 TYP 3/16 206 L3x3x1 /2 16y 0 T1P 3/16 206 REF FDN PLAN --/ FOR FLOOR SLAB L3x3x1 /4 CONT, TYP- 3/16 YP-3/16 3®12 3/16 3012 REF ARCH FOR PLATFORM DETAILS #5 AT 12" OC /` REF ARCH TOC EL VARIES ARCH FOR LENGTH r L3x3x1/2 TYP >3_/1672-06 #5 AT 12" OC WITH MATCHING CORNER BARS SECTIO 8 3/4" = 1'-0" �TS12x2x1 /4 5 — "° IL-11 —1/2- = 1 REF CMU WALL REINF DIAGRAM PJF AND SEALANT REF ARCH 100'-0" -IFFF EL ----""-'- 99'-4 1/2' -----"---' DECK BRG EL 02 -0 #4x4' -d' DOWELS I F AT 12" OC N EMBED PLATE 5/8"x8"x0'-8" WITH (4) 1/2" DIA x5" HSA AT 24" OC CENTERED ON ANGLE REF TOF I . � a 18 GA POUR 14 13 STOP BY DECK SUPPLIER, TYP 37'-4" 111403 S8-013-195 REF PLAN L2x2x3/16 CONT WITH 3/8" DIA x4" HSA AT 12" OC REF FDN PLAN FOR SLOPE SIN I I n II II I3" L3x3x3/8 CONT 1/4N4 1/4 4 GUARDRAIL, REF ARCH If� MICU11 FF EL TrVARIESMV n _W FLOOR SLAB, REF FDN PLAN 18 GA POUR STOP BY DECK SUPPLIER, TYP REF PLAN FOR BEAM SIZE, TYP REF 8-S8 FOR ITEMS SHOWN BUT NOT NOTED REF 8-S8 FOR ITEMS SHOWN BUT NOT NOTED S8-012-195 1 p SECTION AT 03PI T END WALL 9 SECTION AT STAIR OPENING 603 009-195 REF PLAN 3/16 3012 CL OF COLUMN 3/16 3@12 i REF PLAN L3x3x1/4 3/16 2®6 L3x3x1/4 CONT REF PLAN TYP 3/16 2@6 REF CMU WALL L3x3x1 2 REINF DIAGRAM PJF AND SEALANT TYP/ 3/16 2@6 3/16 � p: N .I REF PLAN #6 DOWELS AT 10" OC AT CL OF WALL WATERSTOP, TYP REF ARCH FOR SLOPE 122603 L2x2x1/4xCONT 3/8" DIA x 0'-4" HSA 103103 S8-005-195 z_ NOT USED �"0 99-4 1/2" TO J 1 99'-2 1/2" 1 n TOW EL VARIES 0" 10" 43- '-0„ #4x4'-0" AT 12" OC N #6 VERT AT 10" OC AT CL OF WALL #5 HORIZ AT 12" OC AT CL OF WALL REF ARCH FOR WATERPROOFING 1 BACKFILL WITH SANDY MATERIAL U e O � J 6" o s8-008-195 cii C H.7 H.4 CH REF ARCH FLOOR SLAB, 11 REF FDN PLAN REF FDN PLAN REF FDN PLAN o FF EL VARIES 100'TOC -0" FF EL VARIES EL 00 SIN 18 GA POUR STOP BY -_—__--_—._—__- e n DECK SUPPLIER, TYP e== ��ctfU ------------- - 1 REF 9-S8 FOR DECK SUPPORT BEYOND L3x3x1/2 REF ARCH FOR 1" I #6 VERT AT 10" OC LENGTH AT SIM li AT CL WALL L3x3x1/2 REF PLAN FOR BEAM SIZE 5/8" CAP PLATE #5 HORIZ AT 12' OC TYP 316 2®6 1 58" CAP PLATE / / AT CL WALL 11 (4) 3/4" DIA A325 REF ARCH FOR (4) 3/4" DIA A325 BOLTS BOLTS WATERPROOFING 4 TYP S 3/16 TS3x3x1/4 COLUMN, TYP l i TS3x3x1 /4 G.6 COLUMN, TYP #6 DOWELS AT 10" OC 1 AT CL OF WALL 11 I1 i 1/2"x9"x0'-9" BASE PLATE WATERSTOP, TYP J REF ARCH FOR 1 1WITH (4) 5/8" DIA x8" 1 PLATFORM DETAILS #5 AT BACKFILL EMBED ANCHOR BOLTS 12" OC WITH SANDY i REF ARCH 4 MATERIAL 1 1/2" NON -SHRINK GROUT 111 _ REF ARCH 44 fOR SLOPE v FOR SLOPE 11 ° • e • e REF ARCH 0 TOC EL VARIES e n U 10" 6„ I f #5 AT 12" OC WITH WATER STOP, TYP I MATCHING CORNER BARSV (4) #5x2'-6" T&B DIAGONAL I f AROUND PERIMETER OF SUMP PUMP L J REF 6-S8 FOR ITEMS SHOWN BUT NOT NOTED REF MECH FOR SUMP PUMP NO SUMP PUMP AT SIM 7 SECTION AT STAIR OPENING 3/4" V-0" 122603 S8-007-195 6 SECTION AT 26P1 T S8-006-195 CONTRACTOR'S OPTION FOOTING SHALL HAVE THE SAME BOTTOM OF FOOTING ELEVATION AS THE SPECIFIED FOOTING GRID REF FDN PLAN AND SCHEDULE! FOR COLUMN, BASE PLATE, ANCHOR BOLTS, FTG SIZE, AND REINF REF FDN PLAN FF EL Awl I IA. 1 CONTRACTOR'S OPTION 3 CANOPY F 1'-4" (4) #5 VERT REF ARCH 1 CL OF TRENCH DRAIN I 2" #4 AT 16" OC CLR 1'-0" 1'-0" `r TYP CMU BEYOND o I(n Lu PJF AND SEALANT a 1'-0" ® REF ARCH SECTION SLOP TO DRAIN SLOPE TO DRAIN #3 TIES AT 8" OC n� 99'-11TO DRAIN EL 99'-10"OX (0 i7 - I � --- DN PLAN AND SCHEDULES :OLUMN, BASE PLATE, • MIN CONC COVER 0 DR BOLTS, FTG SIZE, BELOW DRAIN REINF 6" REF FDN PLAN #4x4'-0" AT 16" 0 MI (4) #4 CONT AT FF EL 2,-0„ 1'-6" DRAIN 99'-4' o� #4 CONT TO PEDESTAL N 1/2" DIA x 2'-0" DOWELS AT 24" OC EXTEND INTO SPEED TOF EL DOWEL MIN 6" OR REF FDN PLAN GREASE END OF DOWEL REF FDN PLAN (1) #5 BAR FROM BOND TOF EL BEAM CONT ACROSS DOOR REF 3-S2 FOR ITEMS SHOWN BUT NOT NOTED DETAIL 022502 OPENING, TYP ITEMS SHOWN BUT NOT NOTED FREF1 -S2 FOR 56-003-195 2 OVERHEAD DOOR60SECTION SS -002-195 CG CF8 CF6 C CE8 PPAW TO RGALA 9 - - LLI �n 6< 60> wvwia.z wo oN< w z.-� N0�N ' �.6 8 WQKsp �d"�UNKW af tL a°ol-"F°w awz��a Z a�O<�°orawww� 3 V z K W V w�wtil�U�dz z06 Qf°drnzz�+iWao�nF<Wa mmIQw0- 0orFwWw�o��� H `J z°5o°wrcww�o Fmm «g widr .www - m� 10/22/04 mw o m FILE NAME: IBJ CCD #5 i8aa 2/23/05 16y 0 CONNECTIONS SHALL BE ° n H' p z z " �� $ 1' 6'1 Z cND 34'-8"DOUBLE 1 1 -2 SC WARP SLAB TO ANGLDE CIONNECTION I_L.I n C 2 o �1 O DRAIN AWAY 7'-8" '-4" 26'-4" WITH (2) 3/4" A325N w FROM CORNER PO BOLTS EACH LEG, TYP 04 CMU CONTROL JOINTS JO"L. -- 31'-8" V) �8 REF ARCH FOR DETAILS o N n - - - - - - - - - - TC2 REF 11-58 SIM FOR BEAM I S8 00 ITC �� ) eo CONNECTION TO WALL I 0D N f d III W8x 8 --I I - ---- oa (2) #4x4'-0" IN 1 I 0 I m 1 S I I cq SLAB AT CORNER III `r _ _ 1 I ___ _ 0 0o 0 OF STAIR, TYP III 10-S8 1 a- o I 6" CONCRETE SLAB III I I � N OVER 1 1/2"x18 GAGE U STEEL FORM DECK III 14'-8" 7' 3" 10" 2A a= °D 7 1/2" TOTAL REINF IIt TYP S8.1 WITH #5 AT 12"OC I EA -CF -WAY` 1& I J - 00 r TC o SUPPORTS WITH 5/8" TC2 I 1 3 04 0' `n S 1 FF EL = DIA PUDDLE WELDS I I m 100'-0" AT 12" OC 1 I "� - - I tai' „ (QRFtlWIdr1 0 0 0 12 8 1 i i I L SLAB, REF n- 0 1 LO iv REF MECH FOR SUMP I 11 I 1 -S8. REF o N LO REF 5-52 FOR III XA LO RICH FOR T LOC�TCON 0 - o PEDESTAL DETAILS, `x ro I CL 8 PLACES I ` / U) zo i-- TC It ---- TO _ EL L _ -� --� co -- F -00 -00 L o 0 a I 28 TC2 °O —x x •`IN °D x I SIM S8.1 I 3 o, 3 L- "' — _I - -I V) —Q o of of 1 M H F I 1 1 ....rn.'^ry I 1 2A SIM M - o N FLO D IN \ "' 13'. ossa 58 1 `N III 1 11 -- to - F —V0T 3 TYP 8 m r)M 11 1 o a °0 --_—_ _ 1 I J x 00 - e l X � oo I I -to J (n o I_ TC a EXTEND CONT WALL I rHd Z < FOOTING REINFORCING n o w 0 8" INTO CONC W LL ( I 5' 26'-0" -9', EXTEND CONT O N AND TERMI WI I IREINFORCING WALL FOOTING U STD AC HOOK „ I -1 8 -6" 8'-10" 8'-10" S-4`1'10" r SIM 2B 8" INTO CONC zo = S8.1 WALL AND 0 X , 2'-9" TEMINATE WITH co STD ACI HOOK C) Lu T III 00 0 F = I I 1 9'-1 „ III N II FF EL= 2B I II 99'-10" TYP 58.1 , L J j T 4 I I III _T 0 2 -ss 111 C4 1 TYP 111 1 7-S9 1I I I 00 L— I I __J A2 I I I O I N 4 N iI I 111 I I I I I — 4-S2 TC4 _ J TF2 N N I 1 1 11 1-S2 I I NN I I I I N I I I a0 8 S9 I F _i I I —T—� Tc1 L J - i I I I o I REF ARCH DRAWINGS FOR IN- 2A TC41 I OPENING LOCATION ABOVE FF. I I L TF2REF S8�1 2-S4 FOR LINTEL AND JAMB rl — ,, REINFORCING AT THE WALL IT— ° ° LO LO j N I I 7-S .1 io REF SHEET S1 0 J FOR ITEMS NOT v o I 2A S8.1 TF2 1 SHOWN w TC1 11 ,S2 I r 1 m 3-S8 t J I I TYP -4 8-S9 95'-4" 0 TOF EL 5'-11" I I ;r) I I m L 1-S2 I 95'-4" 1 I TOF EL� M I I I I I - -' - - ------ �i I I - M I N U) O -I I _00I I TC5 r1 --I r- -I ^ - -- ------ 1 I ----- I - J 1 TWF1 1 N Ln Z< o -8" 6'-0" 21'-0" I I -' 0 Lr CMU CONTROL JOINTS 2'-8" 30'-0" I 2'-0" 1 1 z= REF ARCH FOR DETAILS 0C) =a1 AUTO CENTER FOUNDATION PLAN C) . w 1/8" = 1'-0" 072503 195 cr base tle 9 - - LLI �n 6< 60> wvwia.z wo oN< w z.-� N0�N ' �.6 8 WQKsp �d"�UNKW af tL a°ol-"F°w awz��a Z a�O<�°orawww� 3 V z K W V w�wtil�U�dz z06 Qf°drnzz�+iWao�nF<Wa mmIQw0- 0orFwWw�o��� H `J z°5o°wrcww�o Fmm «g widr .www - owl ISSUE BLOCK m� 10/22/04 mw o m FILE NAME: IBJ CCD #5 i8aa 2/23/05 16y 0 13m ° n H' p z z " �� $ I- Z cND av My Q 0 L) O owl ISSUE BLOCK 1 10/22/04 CCD #1 FILE NAME: IBJ CCD #5 /� 2/23/05 CCD #11 13m F ;J- o go �' w 0 Q cND o My Q 0 O rT,�rT, I_L.I n C 2 o �1 O c w PO owl ISSUE BLOCK 1 10/22/04 CCD #1 FILE NAME: 12/16/04 CCD #5 062504 2/23/05 CCD #11 CHECKED BY: JNF DRAWN BY: DKS FILE NAME: �$ PROTO CYCLE: 062504 DOCUMENT DATE: 081104 AUTO CENTER FOUNDATION e-'LPAIq AND DETAILS I ,� SHEET: S8 cCL C m . •Z I i x �$ 13m m !a m go �' w 0 yo mm :3a Q- My Q 0 1iv0 AUTO CENTER FOUNDATION e-'LPAIq AND DETAILS I ,� SHEET: S8 rJ w N 64 g0% � W�uWia�z'•'w L- � a'�z mat'-i�"'rc it c�Nar Z Q LL V 0 0 W O O O p 0 0 0 3(JZ C.NWW¢ Z Baa �ija�('oaaoia Q Zy rNi,Zi,.i�a0 Faoa3a N��W 00�ZNJ axZ Fr 1aF1a11�WU�OO K2W2 0, �9 O�F�O;VR��~ ZFn1 aag�z W$ww¢a° 0 r_ g DRAWN BY: m�� m Lo 0 a PROTO CYCLE: 062504 (n �— m�g i e T r z 14 13 D daNT O U L`"`' JL�ONE CD b a L S) H 4? m O 0z 37'-0" LJ E -4 --E4a -- p o ,'-2"11 34'-8" 1'-2" peqw 18 KO 31'-8" �8 z 04 CMU CONTROL JOINTS REF ARCH FOR DETAILS BL --- JBE SOLID GROUT ENTIRE J3A METAL ROOF DECK WALL BETWEEN 1 1/2" x 16 GAGE N N v° -i JAMBS TYP AT 9' 2" GRIDS J -J.9 GRID GRID I I w OVERHEAD DOORS J i� r ¢ m h m 1 TJ3 REF PLAN REF PLAN 5-S5 2A ? ro o AU EF11 TYP 58.1 ro o EACH J.7 M 177 1 9/8" a,. ATGRRIIDID 114 M eo - - EMBED 3 16 4 REF ARCH FOR ROOF ATTACHMENT SYSTEM JBE \ L5x3x1/4 (LLH) CONT REF ARCH TOM ELNVU 5-S5 - EMBEDDED PL CENTERED ON TOP EDGE OF (L a CONT STEEL MEMBER. REF CMU WALL EMBED j m w D J o 3 16 SCHED FOR SIZE, SPACING AND PLACEMENT -n a _m m ,n WITHIN GROUT FILLED CELL. DO NOT PLACE 3/16 2 o 5-S8.1 HEADED STUD ANCHOR IN CMU HEAD JOINTS w 5-55 3 16 2 BOND BEAM WITH (1) #5 CONT FULLY ro _ - - GROUT FOUR COURSES ABOVE AND FOUR COURSE BELOW BOND BEAM 4 _ _ 117'-10" AT GRID 14 IL -- %117'-- E 13 REF ROOF FRAMING PLAN ---_----._•. JBEVARIES m JBE J 5--S8.1 1 e W 2A r�d ¢ SIM 58.1 5-55 EF ROOF FRAMING PLAN L TO BOND BEAM ELV o o vai r7 2A o 51M ml in in ¢ m m m m S8.1 d O� s 20 M \ OH L2x2x3/16 FLANGE BRACE REF 00 ml 117'-9" ^o \ S5.1 ROOF FRAMING PLAN FOR J•1 0_ N JBE - - — - — - —-71 o_ LOCATION, FIELD WELD EACH END 116'-11" m BEAM, REF PLAN cv-JBE------- -S ❑ I I za ~ 0 I owo 1 I II _O m m r �a OO U- a I IM -oil � � S88.. 1 REF 7-S5 FOR ITEMS SHOWN BUT NOT NOTED H.7 - - 9 �a - JBE BATTERY STORAGE CANOPY 6 3/4" = 1'-0" 022704 S7-510_195 ui Q TYP f TYP 0 o) 0m c�a DESIGN TWO JOISTS FOR AN ADDITIONAL AXIAL COMPRESSION - M ¢ OR TENSION FORCE OF 10 KIPS o TYP 2A sa., APPLIED TO THE TOP CHORD GRID REF PLAN EEACH MBED H'4 * „ - J 17,- BE _ REF ARCH 3/16 4 TYP 1co TOM EL REF ROOF DIAPHRAGM CONNECTION m METAL ROOF DECK DIAGRAM AND SCHEDULE FOR DECK 1 GAGE ATTACHMENT TYPE, SIZE, AND m HATC E IN HATCHED AREA EMBEDDED PLATE CENTERED ON TOP SPACING EDGE OF CONT STEEL MEMBER REF FRAMING PLAN AND SPECIFICATIONS REF CMU WALL EMBED SCHEDULE FOR FOR CANOPY DECK. INSTALL DECK WITH SIZE, SPACING AND PLACEMENT WITHIN TYP EA JOIST 3/16 4 LAPS AT TOP SIDE. PROVIDE SIDE LAP-0 GROUT FILLED CELL CONNECTIONS AT 2'" - OC (CSI DECK REF CMU WALL EMBED SCHEDULE Ei - - - _117 -9 JBE - Y2" LONG WELDS, WHEELING CORRURATED FOR CONT ANGLE, DISCONTINUE d \ 1/8 1 1/2 WELD SIZED FOR K -SERIES DECK WITH #10-16 TEK SCREWS) ANGLE AT CJ• 1-0. g -0" A USE PH-SERIES 1/8 1 1/2 SM L3x3x1/4x0'-6" CLIP ANGLE. PLACE J C° REF ROOF FRAMING PLAN ANGLE AT MID -SPAN OF TUBE A307 THREADED RODS SET IN MV TO BOND BEAM EL EPDXY ADHESIVE, WITH 6 " METAL ROOF DECK 'x ATTACH CANOPY DECK TO BEAM EMBEDMENT INTO GROUT FILLED I O 1 1/2 22 GAGE REF ROOF FRAMING PLAN AND SHELF ANGLE WITH #12-24 CELLS. INSTALL PER MFR SPECS. o o TYP LINO JBE r W TRAXX/5 SELF -DRILLING SCREWS - REF CMU WALL EMBED SCHEDULE � CO _j WITH NEOPRENE WASHERS AT NFOR SIZE AND SPACING. d j 0 W 12" OC 1.. _ N /! 1 BOND BEAM WITH (1) #5 CONT FULLY uj0110'-8" 9-S5 GROUT TWO COURSES ABOVE AND 110'-0" -- `-..e, DECK BEARING EL, m ONE COURSE BELOW BOND BEAM = TOS EL o 3/16 3/16 BOND BEAM WITH (1)-#5 CONT rn � FULLY GROUT 2 COURSES ABOVE ¢ b REF ARCH FOR GUTTER BOND BEAM FOR ENTIRE LENGTH 118'-3 1 a" REF CMU WALL EMBED SCHEDULE EACH OFCANOPY G.6 - - rir�) - 'T "BEREF SHEET S3 FOR SIZE OF S DAIT .STEEL MEMBER BRACING FOP. BOTTOM CHORD OF REF ROOF FRAMING END 3/16 � �+ FOR ITEMS NOT JOIST GIRDER AS REOD BY SJI PLAN AND BEAM w SHOWN WELD AS REOD BY SJI AFTER ALL SCHEDULE FOR BEAM e ROOF DEAD LOAD HAS BEEN s METAL LV CANOPY 4 -SS APPLIED TS3x2x1/4 LOCATED AT EACH DECK 4 1/2" GAGE SPRINKLER PIPE HANGER, AS 118 REF SPECS ORIENT DECK REF CMU WALL REINF DIAGRAM NEEDED WITH LAPS TOP AS FOR WALL REINF AND SPACING TYP SOLID GROUT ENTIRE WALL W SHOWN 4 SIDES NN 3/16 � I Q REF SPECIFICATIONS FOR N N ATTACHMENT OF OVERHEAD DOOR TO WALL 77. SECTION TB1 c� SIDE WALL AT OVERHEAD DOORS CANOPY MID SECTION 118'-9_ - 5 G - - _ JBE O - 3/4" = 1'-0" 022704 S8.1-005-195 3/4" = 1'-0" 062504 58.1-007-195 r H J toN 2A m m 58.1 a _ z JBE4-S8.1 J J RTU -27 n n N o 10 TON i I to I I (0 m m J ~ (0 M N ) JBE z U 2A S8.1 w m S5 TYP Lu 3- A 10'-0"f TB1 � PLATE l 'o (2) A307 THREADED RODS SET IN TO TUBE 3/16 REF AUTOMOTIVE ROOF m w EPDXY ADHESIVE WITH 6" FRAMING PLAN AND BEAM rn EMBEDMENT INTO GROUT FILLEDzo SCHEDULE FOR BEAM 5-11" CELLS. INSTALL PER MFR SPECS ' r. b LO 1 REF ARCH FOR REF COLUMN SCHEDULE 110'-8" DECK BEARING EL GUTTER _ _ 110'-0" REF COLUMN SCHEDULE FOR COLUMN FOR COLUMN SIZEGRID 3/16 2 BAR 3/8"x2"x0'-4" SIZE GRID AT 3/16 2 EACH 3/16 2 BAR - PLATE 1/4"x4"x0'-4" _ _ TOS EL EACH BAR 3/8"x2"x0'-4" AT 3/16 2 BAR EACH EMBED PLATE a _ _ EACH EMBED PLATE BOND BEAM WITH (1) #5 CONT.GRID ---- - 3 16 EACH I ra M TJ1 FULLY GROUT ONE COURSE ADD PLATE AT RID - — - — -, 4" T 3/16 BAR BELOW AND TWO ABOVE 3/16 I END OF TUBE 3 16 EACH M METAL ROOF DECK 3„ I 4" 3/16 BAR F' 1 1/2" x 16 GAGE 1 i 4 SIDES ( -- j ° a e o e .. F _ _ _—_ 119'-9 3� _ .BE_ J1 A FIRST 3 SPACESIST _ J 3 SIDES 3/16 O 4 O b `• 7N m tiN 3/16 O 0 3 /16 0. e I m TJ I m z <r 3/16 „ REF SHEET S4 FOR EMBED PLATES 3/8"x8"x0 -1013 JAMB REINF VMASONRY _ REF SHEET S4 FOR m 3 N I 119'-11 4' L TJ1 PLATE 3/8"x6"x1'-7' WITH (2) 1/2" DIA x 5" HSA WITH (2) 1/2S DIA8xx5"xHSAO JAMB REINF E•8 _ _3 _ _ JBE N m �_ HL SPACED AT 48' OC MAXIMUM CJ AT SIM SPACED AT 48" OC MAXIMUM MASONRY CJ AT SIM I z o DKV 2A. Sr CMU 26. 120 CMU o Lu O REF ARCH FOR TOM EL _j 02 m SECTION WHERE 12" CMU ENDS CMU CONTROL JOINTS 2'-8" 30'-0" 2'-0" AND 8" CMU BEGINS. z0 REF ARCH FOR DETAILS COLUMN PILASTER CONNECTION 0X �¢ A U TO CENTER FRAMING PLA N ANOPYENDSECTION 1'-0" 022803 S8.1-003-195 2 1" = 1'-0" 022803 S8.1-002 uj 1/8" = 195gcr_base_tle 1'-0" 072503 rJ w N 64 g0% � W�uWia�z'•'w L- � a'�z mat'-i�"'rc it c�Nar Z Q LL V 0 0 W O O O p 0 0 0 3(JZ C.NWW¢ Z Baa �ija�('oaaoia Q Zy rNi,Zi,.i�a0 Faoa3a N��W 00�ZNJ axZ Fr 1aF1a11�WU�OO K2W2 0, �9 O�F�O;VR��~ ZFn1 aag�z W$ww¢a° ISSUE BLOCK CCD #1 /9\ 112/10/041 CCD #4 I CHECKED BY., 0 r_ g DRAWN BY: m�� m Lo 0 a PROTO CYCLE: 062504 (n �— m�g i e T r z e l ^ N D daNT O U ISSUE BLOCK CCD #1 /9\ 112/10/041 CCD #4 I CHECKED BY., JNF DRAWN BY: DKS Lo 0 D= PROTO CYCLE: 062504 DOCUMENT DATE: .-1 COIN l v.• r L`"`' JL�ONE CD b a L S) H 4? m O 0z LJ E -4 --E4a -- p o co R peqw z 0 0 5 ISSUE BLOCK CCD #1 /9\ 112/10/041 CCD #4 I CHECKED BY., JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: 081104 V O 0 M p,�roc�s v.• C, L S) H 4? m O c� UTO CENTE FRAMING PLAN AND DETAILS SHEET: S8.1 rn 3 ro It N r7 NI ro I U rn 3 KIOSK STRUCTURAL NOTES STRUCTURAL DESIGN LOADS 1. DESIGN DATA TABLE ROOF DEAD LOAD: 4 PSF + SELF WEIGHT LIVE LOAD: 20 PSF WIND LOAD: REF DESIGN LOADS ON SHEET SO SNOW LOAD: REF DESIGN LOADS ON SHEET SO SEISMIC LOAD: REF DESIGN LOADS ON SHEET SO 2. LOAD COMBINATIONS WITH SNOW LOAD SHALL ALSO INCLUDE LOADS FROM DRIFTING, PER CODE. CONSTRUCTION AND SAFETY 1. ERECTOR SHALL PROVIDE TEMPORARY BRACING FOR THE ENTIRE STRUCTURE UNTIL PERMANENT BRACING IS INSTALLED AND FUNCTIONING AS THE DESIGNED UNIT. 2. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF CONSTRUCTION SELECTED BY THE CONTRACTOR. 3. THE ERECTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. 4. ALL WIND BRACING SHALL BE INSTALLED AND ADJUSTED TIGHT BEFORE ANY ROOF OR WALL SHEATHING IS INSTALLED. METAL PANELS 1. ALL ROOF AND WALL SHEATHING SHALL BE FASTENED TO THE STRUCTURE PER MANUFACTURER'S REQUIREMENTS. 1. TRUSS MANUFACTURER SHALL DESIGN ALL ROOF, WALL, AND SUPPORT FRAMING AND SUBSEQUENT CONNECTIONS TO MEET THE DESIGN LOAD CRITERIA SHOWN. 2. PROFILES ARE SHOWN FOR GRAPHICAL PURPOSES ONLY AND NOT INTENDED TO SUGGEST CONFIGURATION OF PRIMARY MEMBERS. 3. STRUCTURAL DESIGN SHALL BE PERFORMED BY AN ENGINEER LICENSED IN THE PROJECT STATE. NTS 101 S82-003-195 #7 AT 12" OC EW BOTTOM REF PLAN WATERPROOF BASE PLATE, ANCHOR BOLTS, AND COLUMN WITH ASPHALTIC MASTIC BELOW FF i 2" NON—SHRINK GROUT BELOW COLUMN BASE PLATE, PLACED IMMEDIATELY AFTER COLUMN IS PLUMBED, TYP 2" CLR 1'-6" I 8'-0" (x9'-6") ddd 3/4" = 1'-0" 013004 1'-6" REF TLE KIOSK MANUFACTURER FOR COLUMN SIZE REF CIVIL FF EL BASE PLATE 3/4"x11"XO'-11" WITH (4) 3/4" DIA ANCHOR BOLTS WITH 1'-0" EMBEDMENT INTO FOOTING S82-002-195 GRID GRID 5-0" T 1`} 8"= 3/8"— 11 TOF EL = 3'-6" BELOW GRADE I I I I REF 2—S8.2 FOR FOOTING SIZE AND REINFORCING I I 103004 S82-001-195 L N o<Iwo I< zz p p � O <m,mmoKw �z O O.NZ OQU 4�.WKN�.Q NVUQj�OO�-2WWW� 3WjWh6�Ud�ZOQp Q Nd Uw zzw�0�1FQWQ J Qa (-,Wmw�VfVjZr» K Z F F F www MWx 'OE_ W W E S ROOF STEEL AND ALUMINUM DRAWN BY: 1. ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE CURRENT EDITION OF THE AISI PROTO CYCLE: "COLD FORMED STEEL DESIGN MANUAL", THE AISC "CODE OF STANDARD PRACTICE FOR STEEL Myra m' n, c BUILDINGS AND BRIDGES", OR THE ALUMINUM ASSOCIATION, INC. "SPECIFICATION FOR ALUMINUM FGGu STRUCTURES" WHICH EVER IS APPLICABLE. f ! e 3 2. FIELD CONNECTIONS SHALL BE BOLTED EXCEPT WHERE WELDED CONNECTIONS ARE INDICATED ON x THE MANUFACTURER'S DRAWINGS. ko0.O I 3. COLUMN ANCHOR BOLTS SHALL BE SET IN STRICT COMPLIANCE WITH THE MANUFACTURER'S SPECIFICATIONS. REFERENCE SPECIFICATION SECTION 05120. 4. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS D1.1 & D1.3) 5. MATERIALS: Li A. W, WT STEEL SHAPES: A992, 50 KSI W �aE—+0 B. OTHER STEEL SHAPES, BARS, AND PLATES: A36, 36 KSI CQ o C. PLATES UNLESS NOTED: LESS THAN 3/16" THICK, ASTM A570 GRADE 50 D. STRUCTURAL STEEL TUBES: ASTM A500 GRADE B D. STRUCTURAL STEEL PIPES: ASTM A500 GRADE B E. ALUMINUM SHAPES: ALLOY 6063—T6 F. COLD FORMED, SHOP FABRICATED STEEL SHAPES: ASTM A570 GRADE 50 Fy = 50 KSI, Fu = 65 KSI G. ANCHOR RODS: F1554, A36 6. STEEL PLATE AND GALVANIZING: ASTM A526 G90 KIOSK FRAMING z 1. TRUSS MANUFACTURER SHALL DESIGN ALL ROOF, WALL, AND SUPPORT FRAMING AND SUBSEQUENT CONNECTIONS TO MEET THE DESIGN LOAD CRITERIA SHOWN. 2. PROFILES ARE SHOWN FOR GRAPHICAL PURPOSES ONLY AND NOT INTENDED TO SUGGEST CONFIGURATION OF PRIMARY MEMBERS. 3. STRUCTURAL DESIGN SHALL BE PERFORMED BY AN ENGINEER LICENSED IN THE PROJECT STATE. NTS 101 S82-003-195 #7 AT 12" OC EW BOTTOM REF PLAN WATERPROOF BASE PLATE, ANCHOR BOLTS, AND COLUMN WITH ASPHALTIC MASTIC BELOW FF i 2" NON—SHRINK GROUT BELOW COLUMN BASE PLATE, PLACED IMMEDIATELY AFTER COLUMN IS PLUMBED, TYP 2" CLR 1'-6" I 8'-0" (x9'-6") ddd 3/4" = 1'-0" 013004 1'-6" REF TLE KIOSK MANUFACTURER FOR COLUMN SIZE REF CIVIL FF EL BASE PLATE 3/4"x11"XO'-11" WITH (4) 3/4" DIA ANCHOR BOLTS WITH 1'-0" EMBEDMENT INTO FOOTING S82-002-195 GRID GRID 5-0" T 1`} 8"= 3/8"— 11 TOF EL = 3'-6" BELOW GRADE I I I I REF 2—S8.2 FOR FOOTING SIZE AND REINFORCING I I 103004 S82-001-195 L N o<Iwo I< zz p p � O <m,mmoKw �z O O.NZ OQU 4�.WKN�.Q NVUQj�OO�-2WWW� 3WjWh6�Ud�ZOQp Q Nd Uw zzw�0�1FQWQ J Qa (-,Wmw�VfVjZr» K Z F F F www MWx 'OE_ W W E S ROOF LO .-a u p0 DRAWN BY: z ` FILE NAME: g�g m5 PROTO CYCLE: AR8 DOCUMENT DATE: Myra m' n, c FGGu Z f ! e 3 Q a v _R �e� x Z ko0.O I U °o O LO .-a u JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: 081104 �N E CD a Oz Li W �aE—+0 �' CQ o ►--� CE4 w ai z BLOCK CHECKED BY: JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: 081104 M 6 z cG AUTO CENTER KIOSK � FOUNDATION PLAN AND DETAIL SHEET: S8.2 0 v N 0 m ol °I If7 m a� FINISH MATERIAL FINISH MATERIAL REF ARCH REF ARCH B" CMU - REF ARCH ,/ TOM EL CMU BOND BEAM WITH (1) #5 CONT -� 4" CMU WHERE INDICATED ON PLAN REF ARCH -------- 8) ------- 8 NOTE CONSTRUCT PILASTER IN RUNNING BOND REF SECT 2 OR 3-S9 FOR BOND BEAM DETAILS 5} 3/4"-1'-0" kLL FO 081204 2'-0" LAP SPLICE TYP x--16" x 24" PILASTER WITH (4) 7 VERT L #6 DOWEL -#2 TIES AT 8" OC -REMOVE INTERIOR FACE SHELLS AND WEBS AIL 59-005 REF 1-S2 FOR ITEMS SHOWN BUT NOT NOTED S2 -001B REMOVE INTERIOR FACE SHELLS AND WEBS AT 4'-0" VERT 4 PILA (2) # r� EXTERIOR WALL 3/4" = V-0" 081204 S-0" x CONT .R FOOTING SE REF SECT 2-S9 FOR FTG DETAILS S9-004 REF 1-S2 FOR ITEMS SHOWN BUT NOT NOTED S2 -001a REF ARCH jk 114'-8" TO BOND BEAM EL MORTAR FOR THE SCREEN BRICK BED AND HEAD JOINTS SHALL BE I CONTINUOUS AND FULL 10 WIDTH OF SCREEN BRICK, TYP 108'-0" TO BOND BEAM EL BOND BEAM WITH (1) #6 CONT TYP REF CIVIL INV TO CONC EL #6 AT 48" OC AT CL OF WALL /6 REF FDN PLAN .I i7 I 3 r�L.,' 3/4' -1'-0" S-2" 8" 2'-6" 2" CLR TYP #3 TIES AT 10" OC REF CIVIL (8) #6 VERT CONC RETAINING 8" CMU m FILE NAME: REF ARCH REF SECT 8-S2 FOR DETAIL 6A TOM EL 081104 SHOWN LIGHT a N o CMU BOND BEAM - 3/4"=1'-0" WITH (2) #5 CONT of 0 Z oz 0 U O Ll J 0 IG 0 D o LIJ crm- r U o o r, J N 12" CMU WHERE w INDICATED ON PLAN REF ARCH 8 NOTE CONSTRUCT PILASTER IN RUNNING BOND REF SECT 2 OR 3-S9 FOR BOND BEAM DETAILS 5} 3/4"-1'-0" kLL FO 081204 2'-0" LAP SPLICE TYP x--16" x 24" PILASTER WITH (4) 7 VERT L #6 DOWEL -#2 TIES AT 8" OC -REMOVE INTERIOR FACE SHELLS AND WEBS AIL 59-005 REF 1-S2 FOR ITEMS SHOWN BUT NOT NOTED S2 -001B REMOVE INTERIOR FACE SHELLS AND WEBS AT 4'-0" VERT 4 PILA (2) # r� EXTERIOR WALL 3/4" = V-0" 081204 S-0" x CONT .R FOOTING SE REF SECT 2-S9 FOR FTG DETAILS S9-004 REF 1-S2 FOR ITEMS SHOWN BUT NOT NOTED S2 -001a REF ARCH jk 114'-8" TO BOND BEAM EL MORTAR FOR THE SCREEN BRICK BED AND HEAD JOINTS SHALL BE I CONTINUOUS AND FULL 10 WIDTH OF SCREEN BRICK, TYP 108'-0" TO BOND BEAM EL BOND BEAM WITH (1) #6 CONT TYP REF CIVIL INV TO CONC EL #6 AT 48" OC AT CL OF WALL /6 REF FDN PLAN .I i7 I 3 r�L.,' 3/4' -1'-0" S-2" 8" 2'-6" 2" CLR TYP #3 TIES AT 10" OC REF CIVIL (8) #6 VERT CONC RETAINING WALL TYP I r m FILE NAME: Z§1 < T o& L REF SECT 8-S2 FOR DETAIL 6A INFORMATION NOT 081104 SHOWN LIGHT POLE PEDEST N o Z U 3/4"=1'-0" O SCREEN BRICK REF ARCH 1/2" SLOPE #4 AT 16" OC EACH WAY AT MID -SLAB 6" S-0" x CONT V AT SCREEN (4) #4 CONT T&B #5 AT 12" OC T&B S9-003 REF ARCH jk 114'-8" TO BOND BEAM EL MORTAR FOR THE SCREEN BRICK BED AND HEAD JOINTS SHALL BE CONTINUOUS AND FULL WIDTH OF SCREEN BRICK, TYP 108'-0" TO BOND BEAM EL BOND BEAM WITH (1) #6 CONT, TYP SCREEN BRICK REF ARCH 100'-8" TO MASONRY EL REF CIVIL TO CONC EL #6 AT 48" OC AT CL OF WALL 2 1�Hl. 3/4"-1'-0" -LIGHT POLE COLUMN BASE PLATE AND ANCHOR BOLTS BY LIGHT POLE MANUFACTURER r-3/4" CHAMFER, TYP REF ARCH TA TO PEDESL EL REF CIVILjk TO PAVING EL G WALL 59-011 SCREEN BRICK REF ARCH 1/2" SLOPE 1/2" SLOPE #4 AT 16" OC EACH WAY AT MID -SLAB 6" S-0" x CONT I AT SCREED (4) #4 CONT T&B #5 AT 12" OC T&B 1 I I m' I cn I _ N 00 L------------ I I 2-S9 � I- ------ I I i REF TO MAIN BUIDLING I ° FOUNDATION PLAN FOR 3-59 SLAB AND SUBBASE IN THIS AREA. FINISHED - FLOOR EL = 100'-0" I I I I I 95'-4" m I TOF EL �I I I I I I I I I 1 3-S9 m _ CL OF 16"_x 24" I I I CMU PILASTER TYP I I I I I I I I I m I I I I I I I I I I I 2-S9 I I I I TYP ' NOTE REF ARCH FOR COMPRESSOR HOUSE DECORATIVE E O CK LOCASCREEN I I m I WALL OPENINGS AND ELEVATIONS — - — s I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 3-s9 - — - NOTE COLUMNS AND I I I v FOOTINGS NOT SHOWN FOR CLARITY. REF SHEET S1 FOR I I LOCATIONS. - - — - — - -` I I I 95'-4" I I TOF EL I �I I I I 0 5 CMU PILASTER TYP TYP 2-S9 S9 I i I — I I I — �—r ---- —� rn SCREEN BRICK II ' BETWEEN PILASTERS REF ARCH, TYP II I I I 1 1 I 8" 7'-4" 9'-8" 1'-0" 1'-2" I. _ 18'-8" I Lo COMPRESSOR HOUSE S9-002 Iri F0UNDATI N SCREEN PLANL-195 > _< �> w o o O U) K '�WI-V' 4ZQ O WwwZ\'= KZ O SFw N WKK O¢ww WOwUo vZ4U <O8 wy U \<d¢KZ° z aEo<s, oc�mw,w, w w OFO O Ude0p0 Z8 ZZ,< D ¢zF$FN— FwW who O&W d OF y w O C F Z m Q O Z W K W W F O Ui Fm 7�>QQ<OZ w WI WDO CHECKED BY: O II tl� _ DRAWN BY: m FILE NAME: Z§1 < T o& L PROTO CYCLE: x o DOCUMENT DATE: 081104 C YZ�m c N o Z m C�1 O U) IUOQ© Z ruy 0 U O CHECKED BY: JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: 081104 C C c � O C�1 O N co 0 c -0 a I.—; I..� O a 0 IG 0 D o LIJ crm- r Elf O o o Quo Z 0 CHECKED BY: JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: 081104 U ° N R, R1_❑ I A+ C r c a mo a6 c m m. o + c -0 a A F. 0 IG 0 D o :3 COMPRESSOR H n L IC1F PLAN I SHEET: S9.0 FINISH MATERIAL REF ARCH 8" CMU - REF ARCH 'j/ TOM EL CMU BOND BEAM WITH (1) #5 CONT —� 4" CMU WHERE INDICATED ON PLAN REF ARCH a a m: o w J N U I J a w 8 3/4" = 1'-0" NOTE CONSTRUCT PILASTER IN RUNNING a BOND REF SECT 2 OR 3-S9 FOR BOND BEAM DETAILS r� :•i ►i L� ALL 081204 " a #6 DOWEL #2 TIES AT 8" OC REMOVE INTERIOR FACE SHELLS AND WEBS PILASTER DETAIL J 3/4"=1'-0" S9-005 REF 1-S2 FOR ITEMS SHOWN BUT N07 NOTED S2 -001B 7 FINISH MATERIAL REF ARCH 8" CMU REF ARCH TOM EL CMU BOND BEAM WITH (2) #5 CONT 12" CMU WHERE INDICATED ON PLAN REF ARCH (2) # IL a o z J U) U a w cn TER I CL OF PILASTER AND FOOTING REMOVE INTERIOR FACE SHELLS AND WEBS AT 4'-0" VERT 5-S9 (4) #7 DOWELS MATCHING VERT PILASTER REINF TERMINATE WITH STD v i i i n i ACI HOOK J t -I MI L a =��a J Q J I f7 Prr rnm m AAI _ 4 PILA' 3'-0" x CONT -DOTING REF SECT 2-S9 FOR FTG DETAILS S9-004 REF 1-S2 FOR ITEMS SHOWN BUT NOT NOTED kLL FOOTING 081204 S2-00io REF ARCH 114'-8" TO BOND BEAM EL MORTAR FOR THE SCREEN BRICK BED AND HEAD JOINTS SHALL BE CONTINUOUS AND FULL WIDTH OF SCREEN BRICK, TYP id% 108,-0" I TO BOND BEAM EL BOND BEAM WITH (1) #6 CONT TYP REF CIVIL TO CONC EL #6 AT 48" OC AT CL OF WALL ElfJ U z I 3'-2" 8" 2'-6" 2" CLR TYP #3 TIES AT 10" OC REF CIVIL (8) #6 VERT CONC RETAINING WALL TYP REF SECT 8-S2 FOR DETAIL 6A INFORMATION NOT SHOWN T PO SCREEN BRICK REF ARCH 1/2" SLOPE #4 AT 16" OC EACH WAY AT MID -SLAB (4) #4 CONT T&B #5 AT 12" OC T&B . F- 7 3'-0" x CONT SECTION AT SCREEN W J 3/4"=1'-0" REF ARCH 114'-8" VrJ TO BOND BEAM EL MORTAR FOR THE SCREEN BRICK BED AND HEAD JOINTS SHALL BE CONTINUOUS AND FULL WIDTH OF SCREEN BRICK, TYP jh 108'-0" nJ TO BOND BEAM EL BOND BEAM WITH (1) #6 CONT, TYP SCREEN BRICK REF ARCH —\ 100'-8" NV TO MASONRY EL /` REF CIVIL IJ TO CONC EL #6 AT 48" OC AT CL OF WALL J ' U SEC1 S9-003 3/4"=1'-0" i LIGHT POLE COLUMN BASE PLATE AND ANCHOR BOLTS BY LIGHT POLE , MANUFACTURER , I 1 1 3/4" CHAMFER, TYP REF ARCH TO PEDESTAL EL REF CIVIL TO PAVING EL WALL S9-011 SCREEN BRICK REF ARCH 1/2" SLOPE 1/2" SLOPE #4 AT 16" OC EACH WAY AT MID -SLAB 6" 3'-0" x CONT J AT SCREEf (4) #4 CONT T&B #5 AT 12" OC T&B S9-002 0 I N'I N co I I112 -S9 -0) I I � - - — - — - I I I I I I REF TO MAIN BUIDLING I O' FOUNDATION PLAN FOR 3-S9 SLAB AND SUBBASE IN THIS AREA. FINISHED - — - — - FLOOR EL = 100'-0" I I I I I 95'-4" m I TOF EL �I I I I I I I I 3-S9 0 I _ CL OF 16" _X24" I I ICMU PILASTER TYP I I I I I I I I I I I I I I I I I I I I I I I 2—S9 I I TYP NOTE REF ARCH FOR COMPRESSOR HOUSE I DECORATIVE BLOCK 3-S9 j LOCATIONS, SCREEN WALL OPENINGS AND I ELEVATIONS - — I --- I I I I I I I I I I I I I I I I I I I I I I I I I I I - I I I 3-S9 - — - NOTE COLUMNS AND FOOTINGS NOT SHOWN FOR CLARITY. REF SHEET S1 FOR I I LOCATIONS. - I I I 95'-4" I TOF EL I I I I _ CL OF 16" x 24" i I I CMU PILASTER TYP 5 2-S9 s9 I ----- rn SCREEN BRICK zoo BETWEEN II PI ARCH,R TYPEF I 1 I I 8" 7'-4" 9,-8" 1'-0" COMPRESSOR HOUSE ` FOUNDATION SCREEN PLAN 1/8" S9-001F-GCL-195 y L1J N OQ p0� "-z< Ln LLJ wl-mO�p JN wl%]QVV K � ak1�Zw�cn���woaw li U a— m��xa�zNar m—U Qj�OpFawww� Q 3 U Z O N w m w W w O O O Z w i W^ 1 U d Z Z O Q p zo apz Q m �N w w �aorp'z�< J ¢Q ,, KF4¢mUDON a ooFt-wL"�¢oowo !n aa��arwna¢¢'Q� JNF II q� 1) #5 CONT FILE NAME: o. 8 3/4" = 1'-0" NOTE CONSTRUCT PILASTER IN RUNNING a BOND REF SECT 2 OR 3-S9 FOR BOND BEAM DETAILS r� :•i ►i L� ALL 081204 " a #6 DOWEL #2 TIES AT 8" OC REMOVE INTERIOR FACE SHELLS AND WEBS PILASTER DETAIL J 3/4"=1'-0" S9-005 REF 1-S2 FOR ITEMS SHOWN BUT N07 NOTED S2 -001B 7 FINISH MATERIAL REF ARCH 8" CMU REF ARCH TOM EL CMU BOND BEAM WITH (2) #5 CONT 12" CMU WHERE INDICATED ON PLAN REF ARCH (2) # IL a o z J U) U a w cn TER I CL OF PILASTER AND FOOTING REMOVE INTERIOR FACE SHELLS AND WEBS AT 4'-0" VERT 5-S9 (4) #7 DOWELS MATCHING VERT PILASTER REINF TERMINATE WITH STD v i i i n i ACI HOOK J t -I MI L a =��a J Q J I f7 Prr rnm m AAI _ 4 PILA' 3'-0" x CONT -DOTING REF SECT 2-S9 FOR FTG DETAILS S9-004 REF 1-S2 FOR ITEMS SHOWN BUT NOT NOTED kLL FOOTING 081204 S2-00io REF ARCH 114'-8" TO BOND BEAM EL MORTAR FOR THE SCREEN BRICK BED AND HEAD JOINTS SHALL BE CONTINUOUS AND FULL WIDTH OF SCREEN BRICK, TYP id% 108,-0" I TO BOND BEAM EL BOND BEAM WITH (1) #6 CONT TYP REF CIVIL TO CONC EL #6 AT 48" OC AT CL OF WALL ElfJ U z I 3'-2" 8" 2'-6" 2" CLR TYP #3 TIES AT 10" OC REF CIVIL (8) #6 VERT CONC RETAINING WALL TYP REF SECT 8-S2 FOR DETAIL 6A INFORMATION NOT SHOWN T PO SCREEN BRICK REF ARCH 1/2" SLOPE #4 AT 16" OC EACH WAY AT MID -SLAB (4) #4 CONT T&B #5 AT 12" OC T&B . F- 7 3'-0" x CONT SECTION AT SCREEN W J 3/4"=1'-0" REF ARCH 114'-8" VrJ TO BOND BEAM EL MORTAR FOR THE SCREEN BRICK BED AND HEAD JOINTS SHALL BE CONTINUOUS AND FULL WIDTH OF SCREEN BRICK, TYP jh 108'-0" nJ TO BOND BEAM EL BOND BEAM WITH (1) #6 CONT, TYP SCREEN BRICK REF ARCH —\ 100'-8" NV TO MASONRY EL /` REF CIVIL IJ TO CONC EL #6 AT 48" OC AT CL OF WALL J ' U SEC1 S9-003 3/4"=1'-0" i LIGHT POLE COLUMN BASE PLATE AND ANCHOR BOLTS BY LIGHT POLE , MANUFACTURER , I 1 1 3/4" CHAMFER, TYP REF ARCH TO PEDESTAL EL REF CIVIL TO PAVING EL WALL S9-011 SCREEN BRICK REF ARCH 1/2" SLOPE 1/2" SLOPE #4 AT 16" OC EACH WAY AT MID -SLAB 6" 3'-0" x CONT J AT SCREEf (4) #4 CONT T&B #5 AT 12" OC T&B S9-002 0 I N'I N co I I112 -S9 -0) I I � - - — - — - I I I I I I REF TO MAIN BUIDLING I O' FOUNDATION PLAN FOR 3-S9 SLAB AND SUBBASE IN THIS AREA. FINISHED - — - — - FLOOR EL = 100'-0" I I I I I 95'-4" m I TOF EL �I I I I I I I I 3-S9 0 I _ CL OF 16" _X24" I I ICMU PILASTER TYP I I I I I I I I I I I I I I I I I I I I I I I 2—S9 I I TYP NOTE REF ARCH FOR COMPRESSOR HOUSE I DECORATIVE BLOCK 3-S9 j LOCATIONS, SCREEN WALL OPENINGS AND I ELEVATIONS - — I --- I I I I I I I I I I I I I I I I I I I I I I I I I I I - I I I 3-S9 - — - NOTE COLUMNS AND FOOTINGS NOT SHOWN FOR CLARITY. REF SHEET S1 FOR I I LOCATIONS. - I I I 95'-4" I TOF EL I I I I _ CL OF 16" x 24" i I I CMU PILASTER TYP 5 2-S9 s9 I ----- rn SCREEN BRICK zoo BETWEEN II PI ARCH,R TYPEF I 1 I I 8" 7'-4" 9,-8" 1'-0" COMPRESSOR HOUSE ` FOUNDATION SCREEN PLAN 1/8" S9-001F-GCL-195 y L1J N OQ p0� "-z< Ln LLJ wl-mO�p JN wl%]QVV K � ak1�Zw�cn���woaw li U a— m��xa�zNar m—U Qj�OpFawww� Q 3 U Z O N w m w W w O O O Z w i W^ 1 U d Z Z O Q p zo apz Q m �N w w �aorp'z�< J ¢Q ,, KF4¢mUDON a ooFt-wL"�¢oowo !n aa��arwna¢¢'Q� MM4 JNF II q� DKS FILE NAME: m PROTO CYCLE: 062504 DOCUMENT DATE: 081104 CO w"d o m�v�v O N < q w o N r 0 o ug� Z W r o J O U [---+ Y UE o Z zaoas U Q�OU)rn v °o�� U � MM4 Io, ISSUE BLOCK IA110/22/041CCD #1 CHECKED BY: JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: 081104 CO m�v�v O N � a r 0 o �►-70 W r +h ^ �I (� O o [---+ v Q�OU)rn v 0 � Tom pp.p� T N N In c E O Q w V ti Io, ISSUE BLOCK IA110/22/041CCD #1 CHECKED BY: JNF DRAWN BY: DKS FILE NAME: PROTO CYCLE: 062504 DOCUMENT DATE: 081104 COMPRESSOR u f) 1 SE PLAN SHEET: s9.o a �B m�v�v O a°°� a r 0 o � a +h w� v 0 � Tom pp.p� T N N In c E O Q w V COMPRESSOR u f) 1 SE PLAN SHEET: s9.o L' D K J H G F E.4 E D.5 D C.5 C B.6 B SPRINKLER MAIN TYP SPRINKLER ROOF DECK TYP I- ----------------------T- --------------------+-------------- ----+- -- - - ------------------ DROP TO TENANT SPACES �sa 1 0 10 20 40 u -u FLOW HYDRANT 0 25 50 100 2"W 2"W 12 WATER PIPING FOR REFERENCE ONLY. REFER TO CIVIL UTILITY PLAN FOR DESIGN INFORMATION.I GENERALNOTES 1. THE DESIGN SHOWN ON THESE CONTRAOT DOCUMENTS IS TO PROVIDE GUIDANCE FOR BIDDING AND TO OBTAIN APPROVAL OF THE AUTHORITIES HAVING JURISDICTION. SUBMIT COMPLETE FIRE SPRINKLER SHOP DRAWINGS AS REQUIRED BY CONTRACT DOCUMENTS TO THE OWNERS DESIGNATED REVIEWER. BASE DESIGN UPON THESE DRAWINGS AND AS REQUIRED BY THE SPECIFICATIONS. SHOP DRAWINGS SHALL INCLUDE ELEVATIONS, HANGER LOCATIONS, PIPE LENGTHS, DIMENSIONS, FABRICATIONS METHODS, MATERIAL DATA, AND ADDITIONAL INFORMATION NECESSARY TO CLARIFY THE INTENT OF INSTALLATION. CONTRACTOR SHALL PROVIDE PIPE SIZE, SPRINKLER SPACING, AND SYSTEM CONFIGURATION AS SHOWN. ALTERNATES MUST BE APPROVED IN WRITING BY FIRE PROTECTION ENGINEER OF RECORD DOCUMENTS PRIOR TO BID. 2, NOTE CAREFULLY THAT THE FIRE PROTECTION DRAWINGS ARE INTENDED TO INDICATE, ONLY DIAGRAMMATICALLY, THE EXTENT AND THE GENERAL CHARACTER AND LOCATIONS OF THE WORK INCLUDED. PROVIDE ALL WORK OBVIOUSLY INTENDED, BUT HAVING MINOR DETAILS OMITTED OR NOT SHOWN. COMPLETE AS REQUIRED TO PERFORM THE FUNCTIONS INTENDED. FOLLOW THE CONTRACT DOCUMENTS FOR BUILDING DETAILS AND FIT THE WORK OF THE FIRE PROTECTION DRAWINGS AND SPECIFICATIONS THERETO. 3. COORDINATE LOCATIONS OF FIRE PROTECTION COMPONENTS, INCLUDING PIPING, ALARMS, DRAINS, TEST POINTS, ETC. WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS. OBSTRUCTION TO SPRINKLER DISCHARGE MUST BE CONSIDERED DURING SHOP DRAWING PRODUCTION AND INSTALLATION; ADDITIONAL SPRINKLERS MAY BE REQUIRED AT NO ADDITIONAL COST TO OWNER. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 4. SUBMIT A REQUEST FOR INFORMATION FOR QUESTIONS REGARDING THE FIRE PROTECTION DOCUMENTS. 5. CONTRACTOR MUST REVIEW ALL CONSTRUCTION DOCUMENTS PRIOR TO BID. SHOULD MODIFICATIONS TO THESE PLANS BECOME NECESSARY TO PROPERLY COORDINATE THE SYSTEM WITH ALL OTHER TRADES, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL OF THE CHANGES FROM BOTH THE AUTHORITY HAVING JURISDICTION AND THE OWNER'S DESIGNATED REVIEW CONSULTANT IN ADDITION TO OBTAINING THE NECESSARY APPROVALS, THE CONTRACTOR MUST MAKE NOTE OF ANY FIELD OR COORDINATION CHANGES ON THE INSTALLATION DRAWINGS, AND PROVIDE A SET OF AS -BUILT DRAWINGS ONCE COMPLETE. 6. CONTRACTOR SHALL ROUTE PIPING AROUND ALL OBSTRUCTIONS AND PROVIDE SPRINKLER PROTECTION UNDER OBSTRUCTIONS AS DETAILED IN NFPA 13 AS PART OF THE FIELD COORDINATION AT NO ADDITIONAL COST TO OWNER. 7. ALL SPRINKLER DEFLECTOR DISTANCE REQUIREMENTS SHALL BE IN ACCORDANCE WITH NFPA 13. 8, PENETRATIONS OF RATED ASSEMBLIES SHALL BE FIRE STOPPED WITH APPROVED MATERIALS PER METHODS DESCRIBED BY THE UL FIRE RESISTANCE DIRECTORY. 9. PROVIDE FLUSHING CONNECTIONS IN ACCORDANCE WITH NFPA 13. 10. PROVIDE ALL NECESSARY OFFSETS, RAISES OR DROPS IN PIPING AND AUXILIARY DRAINS REQUIRED BY BUILDING CONDITIONS. PIPE ELEVATION CHANGES ARE APPROXIMATE DIMENSIONS ONLY. 11, ALL MATERIALS SHALL BE UL LISTED OR FM APPROVED. SPRINKLER PIPE SHALL BE MANUFACTURED TO STANDARDS RECOGNIZED BY NFPA 13. THREADED PIPE SHALL HAVE A CORROSION RESISTANCE RATING OF 1.0 OR GREATER. CRIMP -TYPE COUPLINGS SHALL NOT BE USED 12. PRIOR TO INTERIOR STORE FINISHING, HYDROSTATICALLY TEST NEW ABOVEGROUND SPRINKLER PIPING FOR LEAKAGE IN PRESENCE OF AUTHORITY HAVING JURISDICTION. 13, ROUTE SPRINKLER MAINS ABOVE BOTTOM CHORD OF JOISTS. 14, REFER TO ARCHITECTURAL PLANS FOR ALL CEILING AND WALL ELEVATIONS. CONTACT INFORMATION DOCUMENTS INCLUDE JURISDICTIONAL REQUIREMENTS PROVIDED BY THE FOLLOWING CONTACTS: FIRE SPRINKLER REVIEWING AUTHORITY: FRED PATCH, BUILDING OFFICIAL (763) 271-3214 CROSS CONNECTION CONTROL AUTHORITY. FRED PATCH, BUILDING OFFICIAL (763) 271-3214 12.27.02 MFO9 WATER SUPPLY INFORMATION HIGH STATIC: 56.7 PSI STATIC: 48.7 PSI RESIDUAL: 37.1 PSI AT 1600 GPM AT 1507 RATED FLOW: 26.9 PSI AT 2250 GPM INFORMATION DERIVED FROM WATER REPORT SUPPLIED BY AIE DURING A FLOW TEST VISIT ON 6/16/04. THIS WATER SUPPLY IS AVAILABLE FROM THE PUBLIC SYSTEM AT THE PUMP SUCTION FLANGE AND INCLUDES A 5.5 PSI STATIC AND A 3.5 PSI RESIDUAL LOSS FOR BACKFLOW PREVENTION. THIS IS BASED ON AN 8 IN AMES 2000SS. ADDITIONAL SAFETY FACTORS ARE NOT INCLUDED. 12.27.02 MF10 Separate Application And Required For • Sewer/Water Connection . Heating and Air Conditioning . Fire Alarm System • Plumbing W N 0a 0 w in O WF wn za W W oz'n QOFVw z0K WFC=ppoo<L�z"v,ac~iW a¢n ZW41N Q=JO 0m O ie ioJ €xa"z` 'w ti a"jz WIR8LLp Z `?��oNa pyo y_W 3V2 rcw o0 0 F zMrW�nzrao aLL`o a¢# �¢y N=zW w p,ap�WW'ouV z�j a 00U F4Y wFF-00_0 0w0W F -L+,a, �5 ¢N Fz ff7 ��i�aaa�a��rrrc'a� I0 1 11 ISSUE BLOCK CHECKED BY: z(n . � DRAWN BY: OaW " Iaow FILE NAME: �Wr-�aM f� PROTO CYCLE: 4yNN�z f�WamggW DOCUMENT DATE: y cn�M zE-3wz,0,-.i UQ yKq�Az ooxmXWaI 00 U g W o WzowVLL zN� z 0 xw�� U I0 1 11 ISSUE BLOCK CHECKED BY: DRAWN BY: KDD FILE NAME: FP1 PROTO CYCLE: 062504 DOCUMENT DATE: 08/11 /04 w 0 F U O w = UQ 00 U g W o Y w w U d w J 4 N f-1 J z > Z'7Jw F d'Ll J C3¢� w W U OW w J z w 2 <Z J` U F Y w� J aca� w a N a = z ¢�-t.,r- .CL �o L'waZW F_ < z wa _jz LJ Z<- Uaoz X w 0 o Pq WwWww�_ a T a -a- MQ. H woo F_ ac Lo FIRE PROTECTION PLAN I SHEET: FP1 i PROTECTION CRITERIA LEGEND 0.60 000 SQ FT 11.2 SPRINKLER SPRINKLER HOSE MAXIMUM SPRINKLER NON -INTERLOCK PREACTION; CEILING SPRINKLERS ONLY, 13: 12.3,3.1.7 FIG. ----12.3.3.1.5(b) AND 12.1.6.3, 8 FT AISLES, HIGH TEMP SPRINKLERS STORAGE PATTERN DENSITY (K -FACTOR) TEMPERATURE ALLOWANCE SPACING DRY PENDENT SPRINKLERS WITH DRY PIPE SYSTEM COMMENTS t_? U CLASSIFICATION (GPM) (SO FT) CLASSIFICATION ® I 0.425/2000 SQ FT 25.2 INTERMEDIATE 500 196 GROUP A PLASTICS EC -25 SPRINKLER (SIN TY9128) 1 14 fi s 0.20/1500 SQ FT 5.6, 8.0 INTERMEDIATE 250 130 ORDINARY HAZARD GROUP 2 HIGH TEMPERATURE SPRINKLERS IN LUBE AND 11RE MOUNTING AREA ® 0.60/2000 SQ FT 11.2 HIGH 500 100 GROUP A PLASTICS IN STOCKROOM SINGLE & DOUBLE ROW RACK TO 15'-0" AND MULTI -ROW RACK TO 12'-0". =wnooI HH SPRINKLER LISTED FOR 18 IN. DEFLECTOR TO STORAGE CLEARANCE 1 ® 12 SPRINKLERS AT 15 PSI EACH MINIMUM 25.2 ORDINARY 250 100 2002 NFPA 13 TIRE STORAGE K-25 ESFR SPRINKLER PROTECTION ® 0.60 000 SQ FT 11.2 HIGH 500 100 GROUP A PLASTICS UNDER CANOPY NON -INTERLOCK PREACTION; CEILING SPRINKLERS ONLY, 13: 12.3,3.1.7 FIG. ----12.3.3.1.5(b) AND 12.1.6.3, 8 FT AISLES, HIGH TEMP SPRINKLERS STORAGE ® 0.10/1500 SQ FT 5.6, 8.0 ORDINARY 100 225 LIGHT HAZARD QUICK RESPONSE STORAGE 0.2 /ENTIRE AREA 5.6, 8.0 INTERMEDIATE 250 130 ORDINARY HAZARD GROUP 2 DRY PENDENT SPRINKLERS WITH DRY PIPE SYSTEM m t_? 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ZON1E 4a _..- w _. + + + + + + .,.._. _.. _ � /1 APPROVED _N___�__ INSPECTORS TEST CART i � »�� __.v..,N,n ., � C d3 � • ' t I r 1 6 CART � GM ENTRY-� t � r t � t t �it ZONE 3 ;' ��� _� _,_�,_._ 6 R ENTRY t STORAGE i FP2.1 LOCATION DRY 649 t , ZONE i I I 1 STORAGE ' FP2.1 _. 0 10 20 40 N PLAN w ti oa ooz % uazo za 0LZLIJN d' eF-��O Kt�N V�WU `�aa �y rc3wo->w O adz �ao�wz�¢¢aa NVVQ~�O l.dW W� Qzoi mZaluc'��tFac3 wa dF �-F¢VF�nw mw OOF-l- SWOF _w jtoo"¢omg 120-4 Z,n . 9 DRAWN BY: OpCww;aow FILE NAME: F-�oot"z PROTO CYCLE: 062504 W E364 a w qw '-'ay��z M-4 f Wzx�� U) 0 �W-W U 120-4 ISSUE BLOCK 11/17/04 CCD #2 AL 12/01/04 CCD #3 01/24/05 CCD #8 4 04/20/05 CCD #16 CHECKED BY: DRAWN BY: KDD FILE NAME: FP1.1 PROTO CYCLE: 062504 W 08/11/04 a w qw M-4 f H U W N wo�3 N g J J Z Z } ZZ) J W Qm 0 _j Ld f1 E-I0o W C��2 U N >-M Y J F K < Q q w q 2 W = W }a U0 cx ISSUE BLOCK 11/17/04 CCD #2 AL 12/01/04 CCD #3 01/24/05 CCD #8 4 04/20/05 CCD #16 CHECKED BY: DRAWN BY: KDD FILE NAME: FP1.1 PROTO CYCLE: 062504 DOCUMENT DATE: 08/11/04 x 0 z' - U m w 2 a w qw } o f U W N wo�3 N g J J Z Z } ZZ) J W Qm 0 _j u W z y g g A W 2 Q Z U N >-M Y J F K < Q q w q 2 W = W }a U0 W w z w w waa z J Z wrnza'-' "M }50.l }50.l Arno of =wnooI w OC W (L ((Ai 0- 0 a FIRE PROTECTION I--LAt� SHEET: FP1.1 ,INSTALL ESFR PENDENT SPRINKLER MINIMUM DECK JOIST TYP 12 INCHES HORIZONTALLY FROM JOISTS TYP -�°'�'^..rw"°,,,,.^-r,"',.^^„r,^v'..r"v<^„^^.r"^<sr✓`'w^v'^.:e.wr.^,:...n.v^w,^-�:r-^.,.^"ara'•.v^�.,✓^•� M w D U M Z oI /-1n DROP a 4 v Q TO OVERHEAD /JL JL II 60" TYP SUPPLY LINE w II 1" 45' ELBOW j 1" GLOBE VALVE OR o TEST/DRAIN ASSEMBLY N 2 1/2" HOSE VALVESMOOTH BORE CORROSION I MAXIMUM 7'-0" ABOVE SUPPLY FROM w N MAXIMUM 48" ABOVE RESISTANT OUTLET WITH FLOW I FINISHED FLOOR {� SPRINKLER SYSTEM �_ EQUAL TO ONE SPRINKLER GALVANIZED PIPE s TIRE TYP w FINISHED FLOOR 9 z_ ~ (OMIT IF REMOTE INSPECTOR'S t f 1 ( TO DRY z TEST NOT REQUIRED) } f SYSTEM j w<� gz TIRE RACK TYP F- 3 t E z_5arca �OFy �N�d w = DRY PIPE VALVE w �J000H ^v ac`i Q� Y ¢ WITH TRIM p wk��o`,'�'xorzu�ircm w EXTERIOR WALL 2" MAIN DRAIN w wffi'a w -� PIPED OUTSIDE o N II^ l W .I` O ® zv° aoz _Zz� ooaz t d m zw a F o3 x L J 1 7n - __ 1 FLOOR ap BUTTERFLY VALVE T �z���=FwwNoo�w _ _. _ _a- `" y WITH TAMPER SWITCH i a ooF--���s�vWO� z o °�7� m X01( II ' ^' z o 1" DRAIN AT BOTTOM Nw8 oSkzo oa=� d _ ^ J i € O MAIN MANIFOLD DRAIN CONNECT d co i E PIPE SUPPORT I > FLOOR y zo ' PLATFORM MOUNTED zu) S AIR COMPRESSOR, PROVIDE it -4 pDISCHARGE OUTLET ONTO SPLASHBLOCK OR PAVEMENT.- LOCATE AIR MAINTENANCE DEVICE ' F �rSSz FLOOR APPROVALAT END FOROR LOCATION FROM ARCHITECT. A REMOTE BRANCH OF THE TEM. OBTAIN PLATFORM �Wa0 ELEVATION VIEW _...... _.. - v_,_._.__, .__._,_..... ".. _. _,... . , .. STEEL GIRT REF STRUCT �Swzo&� MM�ROUTE DRAIN TO p <YJ hQ CORNER OF CORRIDOR d <�xs TIRE STORAGE 8 SMALL HOSE VALVE 04SPECTOFIS TEST AUXILIARY DRAIN wzz�LL 9 NTS 062504 MF04-2 CORRIDOR o Z�Z ACCESS DOOR) PLYWOOD DECK R T U rY GYP CEILING i -CMU FRONT WALL 'I o c� CANOPY DRY RISER Q o 10 NTS 06.06.04 MF05-2 r r794 MAINPIECE k'�..^^,�._,_,..,,..ilw....A.,..-..,•...r.,..:,..,,,�+,.✓..�^,..r..o�r,�..�.P.._..., r....,,s=..-� '��I a � SCHEDULE 40 LBS/FT FILLED NOMINAL ID r"r''``,,I � W z� 1" PIPE -0 -LET 1" 1.067" 1.680 �l H-4 0 c �1" X 0"-4" NIPPLE 1 1/4" 1.380" 2.270 TR2 TR4 TR3 TRi o 1 1/2" 1.610" 2.720 O O O O TR5 2" 2.067" 3.650 O � 1" GLOBE VALVE SCHEDULE 10 LBS/FT FILLED SIGN W/CHAIN NOMINAL ID -------- o -- o --- o -- o __ W W 2 1/2" 2.635 5.89 r -1 � 3" 3.260" 7.94 O I I z 4" 4.260" 11.78 ZDROP UPRIGHT SPRINKLER BOR 1" PLUG AUXILIARY DRAIN 6" 6.357" 23.03 O:S.&Y. VALVE WITH TAMPER I B" 8.249" 40.15 SWITCH TYP I I AXILIARY DRAIN PIPE SCHEDULE RTU DROP DETAIL ISSUE BLACK P1 01/24/05 CCD #8 &--NTP 04.22.04 � NTS 02.27.04 4 NTS 04.22.04 REF FP4 FOR FIRE "" DOUBLE-CHECK I PUMP SKID LAYOUT Q 04/20/05 CCD .#16 BACKFLOW PREVENTER I BY VENDOR I I ° I I I I ° I I SPRINKLER PIPING PROTECTOWIRE PIPE STRAP PM -3 I i HOLD PIPE AS CLOSE TO UP TO OVERHEAD (NO SUBSTITUTIONS) ® I I BEAM AS POSSIBLE TYP MAIN PIPING INSTALLED AT MAXIMUM 10 FT INTERVALS TYP I I I - - - - - - - - - - - - - - - - J PROVIDE AUXILIARY DRAIN AT EACH LEG. ROUTE DRAIN TO SUMP ELEVATION A PROVIDE AUXILIARY CHECKED BY: DRAIN AT EACH LEG. DETECTOR SUPPORT ROUTE DRAIN TO SUMP 11 NTS FIRELINE DRAWN BY: KDD 4 -NOZZLE, FILE NAME: FP2 � `�° FIRE DEPARTMENT �.-'" " IX d 2 CONNECTION A PROTO CYCLE: 062504 I AUDIO„ ISUAL DEVIC TEST HEADER WITH (6) 2-1/2 INCH OUTLETS DOCUMENT DATE: 08/11/04 INSTALLATION PROCEDURE k . ❑— - — - - - — - — - — - — e- - — - - - - 9- - B - — - -- ' F L CORE DRILL 2 1/2" DIAMETER HOLE IN THE FREEZER/COOLER INSULATED - - - ! " CEILING PANEL. LOCATE HOLE AND REQUIRED SPRINKLER PROTECTION t IN ACCORDANCE WITH NFPA 13 OBSTRUCTION CRITERIA (SSP TYPE SPRINKLERS). f - # 2. INSTALL DRY PENDENT SPRINKLER PER MANUFACTURER'S INSTALLATION --- -- - ___-- _---- REQUIREMENTS. DO NOT INSALL COVER. I I j SERVICE £ 4 3. COMPLETELY FILL ANNULAR CEILING OPENING BETWEEN THE ESCUTCHEON AND I I i .r•, xs sE f PIT ; ( SPRINKLER TYP �� t � TOP OF CEILING PANEL WITH OPEN -CELL POLYETHYLENE FOAM BACKER ROD. - p EXPANDED FOAM IS NOT PERMITTED. w I� -_�----_ __ ct _ 4. INJECT DOW CORNING 739 PLASTIC ADHESIVE SEALANT INTO AND AROUND VIA I I ❑ _ — _ _ _ — _ _ _ _ _ — _ _ — _ — _ _ THE TOP OF THE FREEZER/COOLER CEILING CORE OPENING IN ACCORDANCE I REF FP4 FOR FIRE I II HOLD PIPE AS ; + WITH SEALANT MANUFACTURER'S INSTRUCTIONS. INSTALL COVER AFTER ° I PUMP SKID LAYOUT s CLOSE TO BEAM i $ ADHESIVE IS SETS `' BY VENDOR oil �� ¢ AS POSSIBLE TYP_/ I F- t w I I w FROM WET PIPE r I I I ( SPRINKLER SYSTEM 1 ( I I < r N o f I I I ( L---------------------------------Jk wWo C ri I I 'F1 TEE W/ PLUG,• F In1" DRY DROP li d w a o N ❑---- - I 1 I - -- --- Iu =�aZ w w I Iry I I ' I n Tm_ 2 1/2 DIAMETER e U t ? I BEAM TYP I It DOW CORNING 739+ - ~ w o s HOLE IN CEILING r 4x waw i 1 I SPRINKLER I I I z PLASTIC ADHESIVE ui 4_ a z __ ` PIPING FROMCEILING __-'-- _= d z i r w o z N F OPEN -CELL POLYETHYLENE'Ll"., ,a - a $ wFL CE z w w SDOWNERVICE OPITPLY I 1 I I P i o a FOAM BACKER ROD FREECEILIGR/COOLER re` . z, .x ,: a :,) I 2 Uj d o o g w i s r3 n�oa 1=4 ---_- s g waaoaz z a I _ I� ` CO MODEL 55 """ .a._ SPRINKLER CUP TYTY35FIRE y CONCEALED 2007 DRY PENDENT SPRINKLER PROTECTION •, COVER PLATE DETAILS LUBE AND TIRE SERVICE AREA PIT SPRINKLERS Q_E REEZER COOLER DRY PENDENT SPRINKLER FIRE PUMP AND NTS 072503 MF04-4 NTS 03.29.03 MF19 1 NTS 06.03.03 MF01-5 SHEET: FP2 7 PROTECTOWIRE LINEAR HEAT - 111 DETECTOR SLEEVE THROUGH FLOOR. SIZE TIE RODS TO PROVIDE 2" CLEAR SPACE LINEAR HEAT AROUND PIPE AND FILL WITH MASTIC PROVIDE AUXILIARY DRAIN AT EACH LEG. ROUTE DRAIN TO SUMP ELEVATION A PROVIDE AUXILIARY CHECKED BY: DRAIN AT EACH LEG. DETECTOR SUPPORT ROUTE DRAIN TO SUMP 11 NTS FIRELINE DRAWN BY: KDD 4 -NOZZLE, FILE NAME: FP2 � `�° FIRE DEPARTMENT �.-'" " IX d 2 CONNECTION A PROTO CYCLE: 062504 I AUDIO„ ISUAL DEVIC TEST HEADER WITH (6) 2-1/2 INCH OUTLETS DOCUMENT DATE: 08/11/04 INSTALLATION PROCEDURE k . ❑— - — - - - — - — - — - — e- - — - - - - 9- - B - — - -- ' F L CORE DRILL 2 1/2" DIAMETER HOLE IN THE FREEZER/COOLER INSULATED - - - ! " CEILING PANEL. LOCATE HOLE AND REQUIRED SPRINKLER PROTECTION t IN ACCORDANCE WITH NFPA 13 OBSTRUCTION CRITERIA (SSP TYPE SPRINKLERS). f - # 2. INSTALL DRY PENDENT SPRINKLER PER MANUFACTURER'S INSTALLATION --- -- - ___-- _---- REQUIREMENTS. DO NOT INSALL COVER. I I j SERVICE £ 4 3. COMPLETELY FILL ANNULAR CEILING OPENING BETWEEN THE ESCUTCHEON AND I I i .r•, xs sE f PIT ; ( SPRINKLER TYP �� t � TOP OF CEILING PANEL WITH OPEN -CELL POLYETHYLENE FOAM BACKER ROD. - p EXPANDED FOAM IS NOT PERMITTED. w I� -_�----_ __ ct _ 4. INJECT DOW CORNING 739 PLASTIC ADHESIVE SEALANT INTO AND AROUND VIA I I ❑ _ — _ _ _ — _ _ _ _ _ — _ _ — _ — _ _ THE TOP OF THE FREEZER/COOLER CEILING CORE OPENING IN ACCORDANCE I REF FP4 FOR FIRE I II HOLD PIPE AS ; + WITH SEALANT MANUFACTURER'S INSTRUCTIONS. INSTALL COVER AFTER ° I PUMP SKID LAYOUT s CLOSE TO BEAM i $ ADHESIVE IS SETS `' BY VENDOR oil �� ¢ AS POSSIBLE TYP_/ I F- t w I I w FROM WET PIPE r I I I ( SPRINKLER SYSTEM 1 ( I I < r N o f I I I ( L---------------------------------Jk wWo C ri I I 'F1 TEE W/ PLUG,• F In1" DRY DROP li d w a o N ❑---- - I 1 I - -- --- Iu =�aZ w w I Iry I I ' I n Tm_ 2 1/2 DIAMETER e U t ? I BEAM TYP I It DOW CORNING 739+ - ~ w o s HOLE IN CEILING r 4x waw i 1 I SPRINKLER I I I z PLASTIC ADHESIVE ui 4_ a z __ ` PIPING FROMCEILING __-'-- _= d z i r w o z N F OPEN -CELL POLYETHYLENE'Ll"., ,a - a $ wFL CE z w w SDOWNERVICE OPITPLY I 1 I I P i o a FOAM BACKER ROD FREECEILIGR/COOLER re` . z, .x ,: a :,) I 2 Uj d o o g w i s r3 n�oa 1=4 ---_- s g waaoaz z a I _ I� ` CO MODEL 55 """ .a._ SPRINKLER CUP TYTY35FIRE y CONCEALED 2007 DRY PENDENT SPRINKLER PROTECTION •, COVER PLATE DETAILS LUBE AND TIRE SERVICE AREA PIT SPRINKLERS Q_E REEZER COOLER DRY PENDENT SPRINKLER FIRE PUMP AND NTS 072503 MF04-4 NTS 03.29.03 MF19 1 NTS 06.03.03 MF01-5 SHEET: FP2 PIPES UP TO 8" - IN SHADED AREA PIPES UP TO 4" IN - UNSHADED AREA PIPING LIMITATION PLAN 1 1 1" = 100'-0" TO DRY SYSTEM PROTECTOWIRE FIRESYSTEM 2000 ANELPRELEASING PANEL-------- POTTER OTTER PS10-2A PRESSURE ACTIVATED FLOW DETECTOR POTTER BVS SUPERVISED BALL VALVE PREACTION/DELUGE VALVE WITH ELECTRIC RELEASE AND AIR MAINTENANCE DEVICE TRIM BY VALVE MANUFACTURER MAIN DRAIN PIPED OUTSIDE BUTTERFLY VALVE WITH TAMPER SWITCH —� 1" AUXILIARY DRAIN PIPE SUPPORT FLOOR MOUNTED TANK WITH AIR COMPRESSOR SUPPLY FROM SPRINKLER SYSTEM 718 PNEUMATIC ACTUATOR SHOWN OFFSET FOR CLARITY SOLENOID VALVE SHOWN OFFSET FOR CLARITY 6 __ POTTER PS40-2A PRESSURE SUPERVISORY SWITCH ..li lor 4} 'I NTS TRAPEZE MEMBER HANGER RING �3/8" A.T.R. FOR 1"-4" PIPE 1/2" A.T.R. FOR 6"-8" PIPE PIPE RING E HAI 04.22.04 CONFIGURATION IS SCHEMATIC; PROVIDE PREACTION VALVE, RELEASING SOLENOID, AND ELECTRIC RELEASING TRIM ACCORDING TO MANUFACTURER'S INSTRUCTIONS RISER PIPING 1" PIPE BRACING SCH, 40 BRACE CLAMP BRACE SV 45° 45) BRACE TO STEEL IF POSSIBLE IF TO WALL, PROVIDE 12" X 12" X 1/4" GALVANIZED STEEL PLATES OUTSIDE, GALVANIZED BOLTS, NUTS, AND WASHERS THRU WALL. 000- RISER BRACE CONNEC 1 v NTS 04.22.04 EXTERIOR WALL 1" SUPPLY FROM ADJACENT SPRINKLER SYSTEM ZONE 1" SIGHT GLASS 1" GLOBE VALVE (NORMALLY OPEN) COUPLING OR UNION 2" DRUM DRIP LEG MINIMUM 12" LENGTH 1" GLOBE VALVE (NORMALLY CLOSED) y21_1wi7»Ir,kIMiArl GROUT AND PROVIDE 00 CHROME ESCUTHEON ON d BOTH SIDES OF WALL BOTTOM OF ROOF DECK JOIST TYP— SPRINKLER — BRANCH LINE Fh 1/20 12' O.C. � 1/8" MAX. TYP. OR --IAT ANGLES 0„ ON FETAL DECK #10 SCREWS AT 8" O.C. $ 1 2f6 OR2 O C AT ANGLES q1/2X21/2X3/16X3 ONG TRIM TOP WELD TO FLANGE TIPS ONLY #10 SCREWS AT 8" O.C. SEE ALTERNATES "A" AND "B" LEG AS SHOWN DO NOT WELD ALONG SIDES METAL DECK OF ANGLES 4' PIPE SCH. 40 SEE ALTERNATES "A" AND "B" 600 MAX 2 1/2 X 2 1/2 X 1/4 '> » E SU 45° MI LIGNED WITH DECK VALLEY AND BRACE. ALTERNATE B 1 60° MAX OR 5` MI 21/2X21/2X1/4 ALIGN BRACE WITH CROSS BRIDGING ALIGNED WITH DECK VALLEY AND BRACE. -- --� OR APPLY BRACE AT PANEL POINT ALIGN BRACE WITH CROSS BRIDGING. PROVIDE ADDITIONAL STRUTS PER TOP CHORD OF TRUSS. �— PIPE CLAMP STRUCTURAL WHERE BRACE PROVIDE OVERSIZED IF TOP CHORD THIQKNESS -STEEL APPLY BRAC TRUSS DOES NOT ALIGN WITH PANEL POINT WASHER TYP. �USEEAE AT PANEL LTERNATE/$B" THEN PROVIDE ADDITIONAL STRUTSNPER BRACE CLAMP STRUCTURAL WHERE BRACE * FOR USE AT ROOF w/TRuss &STEEL DECK —.CLSTEEL TRUSS DOES NOT ALIGN WITH PANEL POINT * FOR USE AT ROOF W/TRUSS & STEEL DECK 9 NTS 1 ELL TURNED DOWN OUTSIDE FLOOR 6 DRY PIPE 300DRUM DRIP 5 PMF20 NT IPINTS 01NIG3 MFo7 HANGER NOTES: 1, 8 -INCH AND LARGER PIPES RUNNING PARALLEL TO BAR JOIST SHALL BE HUNG FROM TRAPEZE HANGERS SUPPORTED NEARLY EQUALLY BY TWO JOISTS. 2. ONLY ONE PIPE SHALL BE SUPPORTED FROM A SINGLE TRAPEZE HANGER UNLESS OTHERWISE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. 3. COORDINATE ALL HANGER TYPES AND LOCATIONS WITH THE STRUCTURAL ENGINEER OF RECORD. 4. ATTACH MAIN SPRINKLER PIPE TO TOP OF JOIST GIRDER AT ALL POINTS OF INTERSECTION. RETAINING STRAP IN SEISMIC AREAS ONLY r^o BEAM CLAMP A.T.R. FOR 1"-4" PIPE A.T.R. FOR 6"-8" PIPE RING 04.22.04 MINIMUM 8" FROM BOTTOM OF DECK TO DEFLECTOR IN STOCKROOM DUE TO SURFACE MOUNTED LIGHTS FASTENERS (4) 5/8" X 4-3/4" QUICKBOLT II F.F. INSTALL SPRINKLER MAIN PIPE ABOVE BOTTOM CHORD OF JOIST RISER CLAMP 1 1/2 PIPE SCH 40 2" PIPE SCH. 40 3" FLANGE 2 PIPE STANDNTS 404 ALTERNATE "A" ini�r nen�r� nninir LATERAL BRACE 8 NTS 04.22.04 JL 24" MIN MAXIMUM HANGER SPACING FOR PIPES PERPENDICULAR TO JOISTS 4" PIPE 6" PIPE 8" PIPE 12'-0" 6'-0" 6'-0" NOT TRAPEZED NOT TRAPEZED TRAPEZED HANG EVERY OTHER JOIST HANG AT EVERY JOIST HANG AT EVERY JOIST PIPE RUNNING PERPENDICULAR TO JOISTS TOP BEAM CLAMP WITH RETAINING STRAP FOR ALL TRAPEEZE HANGERS TYP ALL THREAD ROD TYP ANGLE IRON OR PIPE TOP CHORD OF JOIST SIZED PER NFPA 13 )P BEAM CLAMP TYP )P CHORD OF JOIST L THREAD ROD TYP _NG 4" AND LARGER PIPE WITHIN 3" OF JOIST PANEL POINTS T T ONE OPEN JOIST BAY MINIMUM BETWEEN TRAPEZE HANGERS ALL THREAD ROD TYP DO NOT HANG 2 OR MORE PIPES 4" OR LARGER BETWEEN THE SAME JOISTS HANGER RING TYP MAXIMUM HANGER SPACING FOR PIPES PARALLEL TO JOISTS 4" PIPE 6" PIPE 8" PIPE 12'-0" 10'-0" 6'-0" NOT TRAPEZED TRAPEZED TRAPEZED PIPE RUNNING PARALLEL TO JOIST UTILIZE THESE HANGING METHODS FOR ALL 4" TO 8" SPRINKLER PIPES. SPACE TRAPEZE HANGERS IN ACCORDANCE WITH SCHEDULE. LOCATE HANGERS WITHIN 3 INCHES OF JOIST PANEL POINTS. r PIPE SUPPORT NTS 09.21.01 MF02 ANGLE IRON SIZE FOR 6 FT SPAN PIPE SIZE ROD DIAMETER ANGLE SIZE 4" 0.51 3X2X1/4 6"0.71 3 X 3 X 5/16 8" 0.97 4X 4X1/4 HANGER ROD SIZES PIPE SIZE ROD DIAMETER UP TO 4" 3/8" 6" AND B" 1/2" w N O< 00, W ow rc z'q<xzz zz¢ z �ooa�Nwyav zo �' d<�zwu�-iNQ�Jw�Om zw,ww 'wzrFa< z a�8oN3��c�i000�o O d(n N�aw�x .0 �7'Nroa-Uao<mEwcwianao Q"Fzz< z6o < aoomwioww lezwmwwnp<ww< �e ISSUE BLOCK '< 01/24/05 CCD #8 2 04/20/05 CCD #16 CHECKED BY:• DRAWN BY: .I �yWwa' W FILE NAME: FP 2.1 rF, fNl' z DOCUMENT DATE: El4coaw��Ny ON w Jaz cn x (n zc�oW< . aofow 0 U z J W awQw J w V) z xw�� U n - �e ISSUE BLOCK '< 01/24/05 CCD #8 2 04/20/05 CCD #16 CHECKED BY:• DRAWN BY: KDD FILE NAME: FP 2.1 rF, 062504 DOCUMENT DATE: 08/11 /04 ON Lfl cn (n aofow 0 O J W awQw J w V) N p J Z � n - — � !-pFw ¢ F -4 O = Qa�CDO C() � I'fpww x d Q J Z U Q W 0 Z L , �e ISSUE BLOCK '< 01/24/05 CCD #8 2 04/20/05 CCD #16 CHECKED BY:• DRAWN BY: KDD FILE NAME: FP 2.1 PROTO CYCLE: 062504 DOCUMENT DATE: 08/11 /04 oU U Zw w oop� F- <uj UU)0 - ,wtn ao�a z cn (n aofow 0 J W awQw J w V) N p J Z m ¢ _ U — � !-pFw ¢ J a: 8 = Qa�CDO j � I'fpww x d Q J Z U Q W 0 Z L , Mr -5;V) V)iwz af K W ¢ w F =w=�Lj �w_ 2 a rn o FIRE PROTECTION DETAIL SHEET: �P2.1 dpi SPRINKLER SYMBOL LEGEND KEYNOTES SYMBOL STYLE TEMP K -FACTOR NOTES COUNT 13.901 DO NOT ROUTE SPRINKLER PIPE DIRECTLY ABOVE ELECTRICAL PANELS 0 UPRIGHT INTERMEDIATE 25.2 EC -25 SPRINKLER 1085 PER NATIONAL ELECTRICAL CODE. O UPRIGHT INTERMEDIATE 8.0 HIGH TEMP SPRINKLERS IN LUBE AND TIRE MOUNTING AREA $ 54 13.915 PROVIDE INTERNALLY AND EXTERNALLY - GALVANIZED PIPE AND FITTINGS FOR 0 UPRIGHT HIGH 11.2 405 DRY PIPE SYSTEM O PENDENT INTERMEDIATE 8,0 189 13.919 PROVIDE 0.2 GPM/SQ FT SPRINKLER COVERAGE IN BLOWER ROOM ABOVE SIDEWALL HIGH 8,0 15 PHARMACY TOILET. 14D DRY SIDEWALL HIGH 8.0 3 • DRY PENDENT INTERMEDIATE 8.0 DRY PENDENT SPRINKLER WITH 20" CASING LENGTH 80 0 PENDENT ORDINARY 25.2 ESFR SPRINKLER 31 3 ® PENDENT ORDINARY 8.0 QUICK RESPONSE 41 aOooA1B _._.,. ..._• .._ . ....��k�.0;Ii•°4r�ff11,.g6_1§.'IS.1e tS��faII1ggS,�'_.::.'s��(I,,!:`{{1 'a�1 . i�Il� ,t(I , ,(,t �k_.^_-= .�.�_ ._'� :,,+ O..._u,.�,1:'...0. _� 3.� �&i�t1,I1Li�Sf91II1�pC���n1(�Y��..}€P: yy4�(SiIE6t?1 rEQ _.• 1s.ff_-'.'.'''at0.'I'aU4..o-€ ,�`d��PY(3[-I§§i�lIC�{F1;I1�N�i{l9, .[EE?t;=t6 ;s . yI {¢ p 5i�I 1I9I@�'€ .4 R _ ..+.:�: .;_�c'�.-. 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II .L .. N- .- .I • ... ..9.....,``_ 7_ w '.:. O...� t�1yt. . � T1, e7. ,... .� N" N REF SHEET rW i FP3.1 FOR d CONTINUATION 2 oroiZONE 3 FP3.1 RE FP3.1 go 2#' z#'z#' 2 6L 84 8-07 ` _4 NN Ni go 0 go 40 go 40 40 go 40 go Am r 1 I�m 2' 6A2# # 2#' 0-6- ` 8-0 8-0 8-0 8-0 ..4 pL 8-0 8-0 8-0 0-6 ' z#' 2# z#' #' 2# z# SALES 0-62- 8 -to go VI 0 8-0 -0 84 = M mdl M 91 fill i 01 911 m n m m M M m NN N 1 .m M N N N NNN Nti N z# 2#' #' #' I I w ti NI 1 w1 yeR' zYe#I Am 40 40 go ' 2# z#, 8-0 8-0 8-0 8-0 0-6 RTU R # TYP GARDEN CEI, TER z7 ,iryI �I 5-311 NI N TYP 2#' G#' #' z# 8-0 0 8-0 0-6 .4A-FP2-0 RN zs-o N z#' z#' Z#' a G3 2#° 4-FP2 :.,ii 4 Il40 40 40 4 D 90 l z- 8-0 8-0 8-0 8-0 0-6 M m 2- 8-0 8-0 8-0 8-0 0-6 �miir N N de 1p- Ali 2#-wmz##z#02#6f go go FP a -B RK�z- s -o a -o a -o 1 W m0W.r- 1. y, UgU VNE 1 3' f 33' 31 ,. 333 „ 3$ =.1 z# z# � O#. O#♦ 13-0 13-0 11-9 13-6 13-6 13-3 13-0 13-0. - - 9-8^ OPERATING AREA #2 1 .EXTERIOR GARDEN CENTER TRAIlT 0.60 GPM/SQFT OVER 6, 4-4500 GPM HOSE ALLO Z0N_} e� I FUTURE BANKSPRINKLERS FLOWING 8#z#'z#' 2# 2# $2- 9-0 8-0 8-0 8-0 0-6 D AAE 0 I R`DE H 306',II t,to 1 91 T 7 .2 P I 305 "' 3•31 3' 3' 3•4y 3° 3 a le➢Z#2 ♦ z#' L#'216IW (33 1#' 2#' z#' O-0 Z8-0 82L 2A 8- 8-0 8# 8-0 -0 -0 8-0 0-6 _ mI 80-6 LJ z 1EDC2 GM A -- VESTIBULE I- x COUNTINGCASH Y --,� 2 __..__t02 I 1 A -t 1-6 2H 4"0 ,2#'. # #' 2 ss 3♦:406 1-8-3 -3 82 72 2# 2X#OI 7-0 8-0 8-0 0-6 - 0-9 5.0 Al a'R a4o -im M zq 105 STORAGE ENTRY LI22z#♦ zz#° z#♦ #a 1ei 2S) 216'. # z#zR♦ TYP -0 8- 8-0 8-0 8-0 8-0 10-6 8-0 0-6 . t . �. tw ZONE 1 SONE 3 RESPRINKLER PLAN 04 8 16 2 6 w ui oa oo� (n 1- z W zoF=Pwn p a\,row z ¢a`sZ 0 owo z�� NrXYO, OIZ W ...W �" yy°WXWXS wjZ~4� w zy NJ xw�� o C> ® (n Oa ��1 V'I W %n z 0 ti i NN Om dyi oaW����Na} w a Z Q4o<��oprawWw �N�uwiwpW,rcoo€z H c�a��pap zp°-<zZa Q zvYO mz z._waD'✓,�ap3¢ � O op�FF. IWi�WWUWOKw d NwE�$ �ooc�c"zO�czilaIJJ��� (�% ��256 QJ�QNQIYKQ� z�, p V/W Q'N�NhC> Elz`F, LO .-H O o cii a � OZ [� C.3 LLJ C\2 z�� NrXYO, OIZ W ...W �" yy°WXWXS wjZ~4� w zy NJ xw�� o C> TISSUE BLOCK A,-, `111/17/041CCD #21 1,r2i, I01/24/051CCD #81 I i3\ 04/20/05 CCD #16I CHECKED BY: DRAWN BY: KDD FILE NAME: FP3 PROTO CYCLE: 062504 DOCUMENT DATE: 08/11/04 O U zw W O� ~ O Urtw/60 LLL Z In � J W !n Zof 5� O d w< cK W J � :2 0 � W Hm¢Z � =�=zQ ~a~moo ww t=a¢ z of J z Z W U¢ Z O O :2 )o¢ Z �3vlV-of m(n w waao�z _x V) ® (n Oa ��1 V'I W %n z 0 ti TISSUE BLOCK A,-, `111/17/041CCD #21 1,r2i, I01/24/051CCD #81 I i3\ 04/20/05 CCD #16I CHECKED BY: DRAWN BY: KDD FILE NAME: FP3 PROTO CYCLE: 062504 DOCUMENT DATE: 08/11/04 O U zw W O� ~ O Urtw/60 LLL Z In � J W !n Zof 5� O d w< cK W J � :2 0 � W Hm¢Z � =�=zQ ~a~moo ww t=a¢ z of J z Z W U¢ Z O O :2 )o¢ Z �3vlV-of m(n w waao�z _x V) W co Z w U J FIRE SPRINKLER PLAN SHEET: FP 3:] 13 0 4 8 16 LQ vJ �a Z dor D O WjaCjW� ��68,,,,a w N�rcrcw8 a N , J - w 0 w 4' aW izW(„-a�W om Wr arzm� p rc�� mr i'SwJ-baa L- Z 3Usm3i�wmV�oo�o ow��?Fe�Liaaz z� Q z yzzo� 0 ao3 W a J asz � VSKi,i'''K NUj W W zFww o � d yNr�oaf-"z m K� FONO€ to �'a <a awiarc U/I 9 ISSUE BLOCK I D #1 CHECKED BY: z,J, o DRAWN BY: oxQaN FILE NAME: �Wati���z PROTO CYCLE: OQo N �oo E,3'z z y� W oex "° $ zC�oWxwQ= D tit Tr z z�� znz ^W"m i U/I 9 ISSUE BLOCK I D #1 CHECKED BY: DRAWN BY: W FILE NAME: FP3.1 PROTO CYCLE: OQo N 08/11/041 wO L7 O U/I 9 ISSUE BLOCK I D #1 CHECKED BY: DRAWN BY: KDD FILE NAME: FP3.1 PROTO CYCLE: 062504 DOCUMENT DATE: 08/11/041 [if� OU Z w w ODQ� U_ }Vwio z Wil M O J J tnz J w J o awaW L��o D Df ~ w <LJ2K=Za (L 00 W O ww J a¢ z U Q zO z W J 3 f V) < m l - >N Z rO WLL � waaOQz =U3 m P w _�Na�na w N z U J z N o SHEET: FP 1 I 3s 1 KEYNOTES 13.901 DO NOT ROUTE SPRINKLER PIPE DIRECTLY ABOVE ELECTRICAL PANELS PER NA11ONAL ELECTRICAL CODE. 13.915 PROVIDE INTERNALLY AND EXTERNALLY GALVANIZED PIPE AND FITTINGS FOR DORY PIPE SYSTEM 13.925 PROVIDE CONCEALED PENDENT SPRINKLERS AT BEVERAGE ALCOVE. OPERATING AREA #7 OPERATING AREA #8 OPERATING AREA #9 SALES AREA SALES AREA SALES AREA 0.425 GPM/SQFT OVER 2000 SQFT 0.425 GPM/SQFT OVER 2000 SQFT 0.425 GPM/SQFT OVER 2000 SOFT 500 GPM HOSE ALLOWANCE 500 GPM HOSE ALLOWANCE 500 GPM HOSE ALLOWANCE 13 SPRINKLERS FLOWING 13 SPRINKLERS FLOWING 14 SPRINKLERS FLOWING DEMAND AT BASE OF RISER: DEMAND AT BASE OF RISER: DEMAND AT BASE OF RISER: 1526 GPM AT 104.1 PSI 1516 GPM AT 124.1 PSI 1580 GPM AT 99.5 PSI REF SHEET REF SHEET ZONE 3 CONTINUATION ZONE 4 ZONE 5 CONTi U ON OF REMOTE OF REMOTE FP3.3 AREA EXPANSION JOINT AREA FP3.3 _ ___.. 00 0 40 0 7J 7E I 1 I t 9 J .1, I i_. p Lit- �. I� I I �@' 1 .a1Y I I LY I •YY I .=N !� I t N N N N fy N N N N I N N N N N N N N N N ti N N I N N N N t I N N N N N N N N N N N N N ti N ti" YY I i I I= �- I 7I 7D I i t I } 1 9N 9I OR a 9D J ?C I ma�yy.. I I ♦yp' I ♦Y`= I a♦R' I ?R' I ,yG= ! w I N o w I ♦Y." ! 3,R= 1 ' r _'R' I 1"'ag, 4 N N r- w C N I N ti N N j N N N N N N r j N ti N ( N N N N N t N N I N N ti 6 _ I 7M 7H I I I 8J � I I � R)R N 2# x 5- 7C I I } I , 1 i I O II i I I j I �I 19 yy M M m M �p M f m M M I } M yy M M M } M M m M ( M M m N N N N N N N N (V N I N N N N (jt N I N N ({J ' N N N N N N N N N N N N I N N N N N N 7L 7G Nd 11 di I n III 1 I I I I 9LI I I 96 e II M m M M M ♦ M ♦ M M M M I M ♦ M p M m ♦ m , T . M m M TTH N ti N N ti N ti N N N N ti N M I N Y!S .N-� (�l N ti N ti I N� kw I 7K TF 7A I •' I 8M 8H 8C I I___....,_.........._...._.._..____.f j� I I tti I ! I 9K 9F -- ----- _— I IIx 1 .+w I I i I aw I { nn R 1yy r r I a ala ,x I e L -- ------ - -- _.— p u`If yy ,a1p yy yy yy i3y IN� N ti I N NOR am I I I I I j _ N ti i( 1 F RTU I I I I I S Ij TYP I .yll in, I I� I I I I I I N W M M It 2 a M M M M M 1' N. RN 2Ye X 5-O 4 ....,..€ N .N I' N. rii .'♦'p `♦Ju. I aG• I i N .moi •ip"rit I I E �N I, I I I ri.l i zd I I SALES I I jW I I §M , ii Rl N ti N M, N .-1 N NN ti N N ..3 N I N N N N N N N N 1a k6 !— I I I I 4-FP2 R�1 2# x 5-0 BA 168 M M M M I M M M M § M 4-FPZ M L —— — — J t'1M i M M M M I M M 3 1�1 3. """I ♦ 'Yti. yy I yy I yY a ,yy I ,yy I 3q= I yY I yy 1 yy 1 yy 4 G r( R yu N � N � I N � N � N ti ('. �j� ♦p= . I tttt I Ej iII N N € ti N N N I d RD I PR M m M M M M m _I • M N N (y N N N N' N N N N N N N I N N N N N <U N N N N I N 1 N N N N N N N N N (� N N c%t } _ - } — 8 9 — I �'s Ij k ♦ M E N r .Nivi ny nyN 1 N .._ �� i ••• 1 ! p� I I a r PRODU _ € s I • ^� COOLERWJJ 7 I y, . , ,.� ;,. � f , I ,^w.^`v":-�. ,�-''.r^*,-•.,-^�s^..^.-.-w,�-•-✓-r*'-^v'" '�,.--v.'v^w^"`..�-k. ...-..r^' a"�. .,. 5 � r : o� II ♦ (`Y J' ♦ M 3 M �., -,.. o -.. � _. �,:. � M . M ,_ .... - ...,. --} �- _ �_ — ]iFy.._.._..._.._.__�..._..._., Lh.-.._........�.. _ "`S, L._.... ._. _.:__.�.y_....«.._....._ _ .. .a.,...._... _..._...««........._.. _�.............. ......«._...., 1•_' ...YT". ...,..._,.. a3p 1 _ 3!"t '-e. alt 1 1 1 I ws Dl.-..:.... ♦ ....{.,, N 1�J ..,._ :9W# .y,w..:«. ....•..dL. y1^ - I N ✓� N N (, .. }. N— M »«,..�,,., I (1�1 .i'"......_ N N i*C._._,.n .. W-«�.�.... d N .....�R ! µT� � �!I� I ^� } I ♦s , _ IC IE _ i ' .,_._ �... I ¢TENAN __`I':-. I f _ �, +e I I'"_ I '_.^� N . 3 _"' `tom y I•- yy I k _ Z d `I %. t i I-iEN1AN `; Iv t .. - ?`� I iI m3 ,r'9EU v I I € d I , �$ 6 I f °P i ...� . 'a1� ..... { ...,... N v I t .+.,,o _ 9 i i �" 1i1 N w iS4. ;FTI s E 1I to iIi I I I 1 ' I I I c'v I,i Y.. i . M` I 4 co I • _ ..JI 302 ., 30 _ `� I 40 407 ' - ..... ,_ �_ .`^.f.J.�.....__. _ ._. �_.•: O3' 14' d 4Tf t �1` Y4' I'�°i ' 9 4S R' i 14' I 9.� IM.a'il..no. . ' .M t ...._; . N M`i-3an ' .'-. I r i `c*sr«- ;' ` S__?."� t D• - M Ina a - iIt 3_.E k..._F"4"18" t - � Ik..^� i.,m. _ { jI,--��---y{�y{�y{� ji 3R Itt C I� { f I IS f i aR, ...I �_ i N i I.._.I I r { 1-q' .r= � fFJ -�` i '�`.E" o _"^vYl^'. i--�- JAW 416 ; �. m .., , ,..:. _"; ,.�,� a +♦ .I. t` . i { I , ^"< o� I .._r" -r , ! r^ e t a ate, LI cL E w^3 ^f 1' _.,. ^ISI,. 9 9 .� . I ' .c t —d I I . # I 1 :NIw.m.M.� # V — I L.. I " .,bl. GR t uTt ` }` ' -5-' 6-......t... — •- 1 "I . .n .,.__.... d€i a..�,s '�`°.. `°,.,..' "''n' ^_.--.--„,......,..w___"_•--acv_u._........,._...._...W........- .....le---.. I a „,jj,” li , _ i ._ .««�,.e.u.. as ~ B __. �.._ .-----�'-....__. , __ -�. ._.r r. __.. _.. �. 176 i ��1` 17 _a m. , .174.. 173 172 3' 171 3' 170 o 0 ca v e I 1 (M 12-0 0 3L 12 3 J 1- 3H - o (j ZONE 5 ZONES 3 =ZONE 4 -1 - I d` J 4 D21U, 8 _ 9 �I ! 9 i?_:; "-' ' I I '.R !. � S. k i x of I alr 4 alr � I "'t'•'1 I I I # f 20 } 04 .I 0. I 4 k I I I y I ar I ,.,3 srr I � 1 1 x, jf IW [ I ..._. '" �' '" m D Il �° LI " � ® � 0 °° 203 I N °b D2, CL , I. �_� Is...JL•___ �.( i ZONE 3 I, m� 11,�.. �.� ,+� 3 3 S �sr QCART 3 3I oy ,u f< x o x o STORAGE I,.. _ I x r 4 OPERATING AREA #3 j EXTERIOR VESTIBULE AREA 0.20 GPM/SQFT OVER ENTIRE AREAGPM f Oo o O 250 14 SPRINKOLERS SE FLOWING ALLOWANCE o DEMAND AT BASE OF RISER: 622 GPM AT 73.8 PSI 1 FIREDSPRINKLER PLAN W 0 yoy,,,,`� ooK to O OkNQZzWo Iz< wF��00 d4Q'WUIW 4iQU(Oj UJ Mh Z Qzo<51o0V(L Wl, 0 ''wjwln avwit� izoz - >U z 6 Q zN NZZ W WCOaFappg3a -j Qa NK12=1 jONJ d a3zoy� SFLLU'=OW?0 F NN~z0wozS,K�WS Lo F -D *Z<< w< . CHECKED BY: z(/) . §. A<� DRAWN BY: E O FILE NAM€: W PROTO CYCLE: (J�Wti�Oo DOCUMENT DATE: Wzao�;�, cn x ..W J O O Buzz, W aWaMw w En W w~ m 0 J V as CHECKED BY: �� DRAWN BY: KDD FILE NAM€: FP3.2 PROTO CYCLE: 062504 DOCUMENT DATE: 08/11 /04 � N J O O aO W aWaMw w En W w U aF-40 J Fa�5o as �woww �aa-Iz V / 41 5 o wixww �I Q CHECKED BY: �� DRAWN BY: KDD FILE NAM€: FP3.2 PROTO CYCLE: 062504 DOCUMENT DATE: 08/11 /04 0 U ZW w 000� uxulo uo- wfn Q an i< Z N (nzJUJ N J O O u W aWaMw w En M Q j M w U _ Q W Q uj O J Fa�5o �woww �aa-Iz UQOZS`2 41 5 07t -ern Z wixww �I Q _Irviacna rn o FIRE SPRINKLER PLAN SHEET: FP3.2 0 a KEYNOTES 13.916 PROVIDE SPRINKLER COVERAGE BELOW OVERHEAD DOORS. 13.920 COORDINATE SRPINKLER PIPING WITH ROOF DRAIN PIPING. ZONE 1 1 rim CL .il'l:.1 24 `ti r : 23 20 19 t '° 18 Rr} 17 .z� `L ' O A' ° N 1 O a' ° O N .' t 1 O 6 I { F' .0 16 15 14 m 13 12 .n 3' E 3' 3' -0 3' 3' : �' 0 , 3' 3' 3' 3' 3' 3' 3' I 10 6 N N N Nom- Zll N f N N N' N y o tV I ° '*' 'V I I I 4 ,4•N I oI N1 Nl ' {i r N I i" _ Ii E � {� ."^ I "^y``..,� _ o I rI t i w I • N.y '..ly. ' N ' N 'e'1+.` 'J.. �! ..1 I I - I N i N "..,�1 ^ � � . w N'� : 1 4G � 4A 13.916 TYP ` _7N I L m tL o iu P 2� a RN 2 X 5 D tU IJ N N P N N N N c N' I N ' I RN 2 x 5-D OPERATING AREA #4 ! 1 0.60 �� ~r �i N !-- - u.m.T— — "a,! I 4s`• 1 _ I, _ PM/SO _ T _ __ __ _ — v N 23 SPRINKLERS FLOWING �O \ Qi `•+..x -"ice_ w r j �.«._ �� ��__ DEMAND AT BASE OF RISER: 1 w RECEIVIN i I t€� I 1776 GPM AT 116.1 PSI fo e I e o o p p p p pl I o 0 0 2 � � ��._..N . .1........._._... Q— a` \ ` � . _.�. __ _ �� `sti _ �..._..� N o, r. r. _. t .e• i f If ? { 4J E f 4D _ ZONE 5 ! __._. t I p _, 1______.. u f d_ _i� I_ �� _ `�,) p o r �I 13.920 TYP N m N m N a+ N m N m N m N m N m m m m: m N m N m N m .-.,� #y f ( I 4V 40 V 4E II � ,. �` TOCK�j e o oc. ., '�"_ '. e e e, e 1 a0.' v N' •i M _ _ _ t F N N N N 1 ..__,.._ N �ZU if N ! N N t'U N �J22.. m 1-.._., +O P: 9 ., ,..._......_.�...1N { n 3 1'_ r3_ • _•'._.._7 C. 141 f S13 'If 525 524, �f m 1 m m m—�tI 'Yi�i -•c �----- a? II 523 ,mo i I O \ { d ��� / I 'i I .,'1yT lO i" I i� .'o w 1 'n ._- I— 'n I 3:7 2 E 4. 2 9 a'Ir 14. '� I 4. 4• .__ 4111 �� ff � � 1 } 4' f \ , zl �.... 4' � 4' 4' `° 4 4' 4' � `°!4�'' 2,0 M 4' w3.. �' "'3. < 4:12 , I 1 w � ?, ,�• _ I �� � - `O N vi.1== N t s N I N '4. ai !. '1�^-,` '_ �F I "..»: ° t' " -,>_.. Y ._ .. 'tea - �.. =,. w _'-^. __ - II , R: n �x...,rc n .,rc r� x.,'n In I r ICEr..iREAM -N - .. ..IN I , Ifi N ' 'f1 N m rn m m FREEZER j 1-, 1 I s: � 4 L. — - — --� vl i • v !i I -6 _ i11 2 'j 0 b — n —.104 w 1 ! �$ 4':=: � 4'a-rtle4- ,¢In' '-Ii 4• �t I •_...._ -"_..14},._¢ .II N 4. _N �. 4, iv � 4. N n 4• N � 4. N ^ 1 4, �, iIl _� �._. - •��_i � b a ` � o—ls <_ ._._._.. .. _. -- y0 t -9 +� B-3 10-6! 10-0 I IOE' Y` -0 ii 8-3 / -3 10 0 s' 10-0 f 10-0 0 0 D 0 0-0 9 6 �•� ' �' _._._:.._�.ii-.._.,- r •— j r CdOLE I 40 39 36 _ 37 I : 36 jf( 3 1 3 33 32' 31 30 29 28 27 26• j`// " ! y{ _ :.� i 1 -TQD i4i ...-11 - Y _._ 1.�_. V.�r!.,_,�3I .a� �f t N ' �� N ;fu O 1 1 (V Q pl I"j - m M w m . M m M M M M M GROCER O.9€ [t' O` w r �. (j ffl t I w 11 1 - 1 1 a♦Y 1 1 I 1 1 1 i �. FREEZE —� �._W W - �: ..�.II N N N m � C6 N 4-FP2 N N j�fyjj� o I i {N � I I p• 1 I ! IN N �_•I •• S W N l >"� (I I I �� II : �� s a� w0 d3..--- •��D� N {Ij p 1 II'I x ' ,p`{ r p oo i m I St! p �t1IN p I: I A s o I+ �• o I yy I 11 p 'I ,i... G i p ,�..... II (/ - . /V! � � �N I wX`: I { nC' I y`:. 1 .YY 1 .`N. 1 •d" I wX" I G' - 2: A - o N O N o N { 1(i �FJ 111 I4) do 0 to ++{ 315 IIn 4 314 N 4 313 N In 4 3i2 4N 12-3 12-6 13-3 1-0 ] I m m m M M m M M m I m M w m m m m E M M , _ ,yY I 1 pp 1 1 1 1 + 1 I jg 1 i yy 1 "+y ( t N N N N N N N N N N N w N w N N N N N N N N N N N N N N N N I N N N N II IN N N N� N to to N N N N N N ti I N N 418 N us 417 �+ 416 N us 415 ! "' us 414';' 410 1 I�i I I A:, 4' 4' 4' W' 4' 4' 4' i 4' O 1 t r m m ° I ( 1€ S 01 5--�--5 m m 1 M m m m m m x 12-6 13-6 11-6 116 13- 13-6 13-0 13- -(� I N' N N N N N N ti i i Tw 1 I I2 -P -- 2' s• i .� �i x• pi aa• c >a c � O_ C t I I Ii 2' M M M M I M M M M I M M m M m I M M m M m M m M 2 jp 1 jN ja: N N N N N N N N N N N N N N N N f1 N N N N N N j N N N N N N j N N N N , N N •C ip i i I E N M I� 3'3 RN 211 x 5-0 p N N - N111 .'C� 1 .%." 1 X" Iyu � RYPE2 I .i2,'rt't RN 2# x 5-0 II I �. I - I • m w M w M w M I• M . m • M • m w M . M • M I • Ir M • M N N i s 2—P I I I I %l=FP2 x, ot- STOCK E NN NN NN NN i NN NN N� N 'N N Nti NN i N NN I N N N NP N • N t , N , N aj p ROOM r r I €{r z/to to to to I p jN jR: I jN 1 I °L -'Jy 1 �N I jN 1 yy I : I -•yu 1 I -•yu S It _ rrr jt N ti N N N ti N ti N N N N N N (v N N N N N N N N ti N N N N N N N N .x.: ,Y ?N 1 yY I I yc• 1 x: 1 �l "2_ f ii ° j I a I I I 1 I ido 40 do do do 4 all I I ;� I x. 1 LJ COOLER i M � m �'- M N N I F ry N N N N N N N N N N °N N N r N N N N I ti N N N t N N N N ({J N N N I N N N N A I I` I I tits N N N N N N I 1. 0 to 0 do 1 I (j I L T- -- _a 11 x: 1 jai ,wr: 1: aN I , I ,•iq r I �p 1 1 j� I awry, 1 1 1 jQ: 1 .amu N N N N N N N , N N N N N N ( (1J N N N I N N N N � N� N N N ti N N N N I GROCERY 4 i SALES I C'I M M yy M m M I M M m M m M M M - •rry I may{ .�y� 1 jC: 1 •yw 1 1 I 1 N~ M-'° S' t:. 11jj1jj �� �' t NN. N n N i tt I f SSSS ll�t do do do do do wyy I -•yv I M � I � I •ju I � I � � 1 � I � I (i ( ? PR�Yp 1 ! I ! E li rt "' - D 1 AFO ;a� r11 I I l M M M I j..la .:`I 01 —I 3 D ! f N cv N( 11`�. ! SEPREP"Dt-t'u N N N ti N N N N N N N N N N N N I 1 :a RN 216 x5 0 - 0 1 I � i it j I :cr?,`i.. m i Y" m N ti fi N N (((r M m m 1{ m (7 I m M M m M M M M — � I I N N N N r N N N N N N N c N N N N N N ' N N N N N ti N ° .•� 41 _ 141 {{ 1 N I 1 }M 1 X`: I yy I -'.-C' ; jp. 1 jq: 1 ,yy iy I : ap: 1 al:' 1 N - ! N N N „N, N .N. N .N-. 1 N.N. N .N- �- y 1 I � J? !, :, h i i FP3.2 EXPANSION JOINT FP3.2 REF SHEET REF SHEET ZONE N E 5 FP3.2 FOR FP3.2 FOR ZONE 4 CONTINUATION � CONTINUATION a L` OF REMOTE AREA OF REMOTE AREA 1 FIREo SPRINKLER PLAN 04 8 16 W y oa Z popi 4Qa �gNy Q>>I�.I room u- NVUQI?=1FiOK�aw W3 0 Uz O -"K �jOw KOZU�Z 1= U'nz moo ��accccc,,,�Zp°-ap24 rcLd z N' ww M' CL a oo "w 8S��€ F 10 Nw �oSkzo�va�� to Tr_w:�0a45LLauwarc«'4� �I5 CHECKED BY: zrj, o DRAWN BY: O�W�mOOW FILE NAME: ��QN1TT2 PROTO CYCLE: 062504 DOCUMENT DATE: 08/11/04 z A ° zE,yrLL14zagN�,�,� OWKW4 W o �NJ x11111-2 U �I5 CHECKED BY: DRAWN BY: KDD FILE NAME: FP3.3 PROTO CYCLE: 062504 DOCUMENT DATE: 08/11/04 of 0t; U Z W W P: U_mu)0 r`wwW aOZJ� z J W In <00� 4 a- W < Nmm0 w m Q 0 K ¢wQW 0 (<r - 00 W I--aZ-Iz Q J CWJQZZmW 340„ m mi - Sy WOZ aao¢? =WOwrfr _ cc v10_ yr Q. w of Q V) z' W V) Z 0 J SHEET: FP3.3 147 1/2" I PC EA ' EC EJ C 0 0 0 o �- LO LO 101 1/2" 111 3/4" 154" PLAN VIEW nzl 131 3/4" OUST REF H�13 111 3/4" nzl) n�u�l 20" H�I) 91 3/4" HZI; 20" 09/16 71 3/4" 20" 0I 9/161 I TYP. 51 3/4" 20" Q 9/16 TYP. 8 3/4" TY 9/1Q 6O TYP. 1II TYP. 3 DISCHARGE, SPRINKLER RISER PUMP: CR MULTI -STAGE, CENTRIFUGAL TYPE, WITH REMOTE aO aII m m U UO oIII 0O wI wO I N O N II II O N II cp N III I I I 28 T O yI I I I I PC EA ' EC EJ C 0 0 0 o �- LO LO 101 1/2" 111 3/4" 154" PLAN VIEW nzl Hc�l OUST REF H�13 H�I) nzl) n�u�l TAG I DEBMMION H�I) H4�1 HZI; I i•�.n 11.E ..,.II=Pa II �� Ilii�iri�� II-'��i�ll�°-�::� 110 CKT 1 MOTOR CONTROLLER � �I WIIII IIII■!IFIL■ lil IIIA 1�r�rll �� IIIIp,� ��►�i�II�I � 750 II�IIII�IIII�'���I�i111��1�i��!_rri�� iil�ir��r 3 DISCHARGE, SPRINKLER RISER PUMP: CR MULTI -STAGE, CENTRIFUGAL TYPE, WITH REMOTE 150# rrEm • 1I V -•le.•: e.lt �� O AMPS 28 EJA—R EJA GATE VALVE: 8" 175PSI, FLANGED, OS&Y, UL/FM ALARM JUNCTION BOX, REMOTE CONTACTS .e GROOVED 150# DISCHARGE, TEST HEADER WITH POTTER TAMPER SWITCH 730 1/2" 154" 1100# SENSING LINE, JOCKEY CONTROLLER CHECK VALVE: 8" 250PSI, WAFER STYLE, UL/FM 16" 6" 30 1/2" 30 1/2" 30 1/2" 30 1/2" 16" BUTTERFLY VALVE: 8" 175PSI, GROOVED STYLE, UL/FM 3/4„ M I I I I I I I I I I I I I I I DRAIN, SPRINKLER RISER, (BY OTHERS) I I I I I 3/4„ 1/2" FNPT 150# DRAIN, ELECTRIC DRIVEN PUMP COLLECTION BUTTERFLY VALVE: 6" 175PSI, GROOVED STYLE, UL/FM I PC EA ' EC EJ C 0 0 0 o �- LO LO 101 1/2" 111 3/4" 154" PLAN VIEW nzl Hc�l OUST REF H�13 H�I) nzl) n�u�l TAG I DEBMMION H�I) H4�1 HZI; H�1� 110 CKT 1 MOTOR CONTROLLER 3 750 EB 3 DISCHARGE, SPRINKLER RISER PUMP: CR MULTI -STAGE, CENTRIFUGAL TYPE, WITH REMOTE 150# rrEm VOLT AMPS 28 ! B9 ?Cq, NR52BR4 BR3 I I I I I SIDE ELEVATION USER CONNECTION LEGEND LINE IDENTIFICATION LEGEND OUST REF iVWCI'i C:IFit.Vl l 1'iCVVUSGMI=IV I A so V 1 mr-noI SIZE TYPE RATING CRCUt NO. IiEfri TAG I DEBMMION VOLT PHASE MM AWS I I 110 CKT 1 EA MOTOR CONTROLLER 460 3 60 00 M 750 150# CKT 2 EB JOCKEY CONTROLLER 460 3 60 DISCHARGE, SPRINKLER RISER PUMP: CR MULTI -STAGE, CENTRIFUGAL TYPE, WITH 230 REMOTE ALARM OUTPUTS (WIRING FROM PACKAGE BY OTHERS) 150# DISCHARGE, JOCKEY PUMP CRCUT NO. rrEm TAG DESCPoPTION VOLT PHASE FBiTZ AMPS 1/2" 28 EJA—R EJA GATE VALVE: 8" 175PSI, FLANGED, OS&Y, UL/FM ALARM JUNCTION BOX, REMOTE CONTACTS 8" GROOVED 150# DISCHARGE, TEST HEADER WITH POTTER TAMPER SWITCH 730 1/2" 154" 1100# SENSING LINE, JOCKEY CONTROLLER CHECK VALVE: 8" 250PSI, WAFER STYLE, UL/FM 16" 6" 30 1/2" 30 1/2" 30 1/2" 30 1/2" 16" BUTTERFLY VALVE: 8" 175PSI, GROOVED STYLE, UL/FM 3/4„ M I I I I I I I I I I I I I I I DRAIN, SPRINKLER RISER, (BY OTHERS) I I I I I 3/4„ USER CONNECTION LEGEND LINE IDENTIFICATION LEGEND OUST REF TP. NO. SIZE TYPE RATING DESCRIPTION CUST REF TP. NO. SIZE TYPE RATING DESCRIPTION I I 110 8" GROOVED I I O/3\ O CKTI CKT2 SUCTION, ELECTRIC DRIVEN PUMP MOTOR: 100 HP @ 1800 RPM, 46OV/3PH/60HZ, FULL 130 00 M 750 150# SUCTION, JOCKEY PUMP I EJA—R (5) 6" GROOVED 150# DISCHARGE, SPRINKLER RISER PUMP: CR MULTI -STAGE, CENTRIFUGAL TYPE, WITH 230 1" 61 150# DISCHARGE, JOCKEY PUMP MOTOR: 1 HP, 46OV/3PH/60HZ, ODP ENCLOSURE 310 3/4" FNPT 150# DISCHARGE, CASING RELIEF VALVE COUPLING: FLEXIBLE TYPE WITH GUARD 710 1/2" 28 USER CONNECTION LEGEND LINE IDENTIFICATION LEGEND OUST REF TP. NO. SIZE TYPE RATING DESCRIPTION CUST REF TP. NO. SIZE TYPE RATING DESCRIPTION PUMP: HORIZONTAL SPLIT CASE, BRONZE FITTED, UL/FM 110 8" GROOVED 150# SUCTION, ELECTRIC DRIVEN PUMP MOTOR: 100 HP @ 1800 RPM, 46OV/3PH/60HZ, FULL 130 1" 750 150# SUCTION, JOCKEY PUMP VOLTAGE STARTING METHOD, ODP FRAME 210 (5) 6" GROOVED 150# DISCHARGE, SPRINKLER RISER PUMP: CR MULTI -STAGE, CENTRIFUGAL TYPE, WITH 230 1" 61 150# DISCHARGE, JOCKEY PUMP MOTOR: 1 HP, 46OV/3PH/60HZ, ODP ENCLOSURE 310 3/4" FNPT 150# DISCHARGE, CASING RELIEF VALVE COUPLING: FLEXIBLE TYPE WITH GUARD 710 1/2" 28 1100# SENSING LINE, ELECTRIC CONTROLLER GATE VALVE: 8" 175PSI, FLANGED, OS&Y, UL/FM 500 8" GROOVED 150# DISCHARGE, TEST HEADER WITH POTTER TAMPER SWITCH 730 1/2" HFR 1100# SENSING LINE, JOCKEY CONTROLLER CHECK VALVE: 8" 250PSI, WAFER STYLE, UL/FM 510 6" GROOVED 150# FIRE DEPARTMENT CONNECTION BUTTERFLY VALVE: 8" 175PSI, GROOVED STYLE, UL/FM 901 2" 196 150# DRAIN, SPRINKLER RISER, (BY OTHERS) WITH TAMPER SWITCH 810 1/2" FNPT 150# DRAIN, ELECTRIC DRIVEN PUMP COLLECTION BUTTERFLY VALVE: 6" 175PSI, GROOVED STYLE, UL/FM STAR GBV4 246 A FOUNDATION LAYOUT (14) 7/8"0 HOLES ANCHORBOLTS BY OTHERS RPB I HFR 102/22/051 1 1 AS BUILT, REVISE DRAIN CONNECTIONS HK'D1 BY I DATE I NO. I REVISION — DE M M M 00 0) n NOTES I I ESTIMATED WEIGHT OF PIPING I 1 1 1400 1 I I I I I TOTAL (Ibs):1 6957 MANUFACTURERS INDICATED ARE SUBJECT TO CHANGE BASED ON AVAILABILITY MOTOR DRIVEN FIREPUMP MDL: 6AEF140 CONDITIONS: GPM: 1500 TDH: 196.47 PSI: 85 REQ'D RPM: 1760 REQ'D HP: 90.16 JOCKEY PUMP BILL OF MATERIAL CR SERIES MDL: CR 1-8 ITEM QTY DESCRIPTION SUPPLIER MODEL No. WEIGHT PA ONE PUMP: HORIZONTAL SPLIT CASE, BRONZE FITTED, UL/FM PEERLESS 6AEF14G 650 A ONE MOTOR: 100 HP @ 1800 RPM, 46OV/3PH/60HZ, FULL US MOTORS 404TS 750 FRACTIONAL VOLTAGE STARTING METHOD, ODP FRAME & IS NOT TO BE REPRODUCED OR WALMART (3624) MONTICELLO, MN ECIMAL PC ONE PUMP: CR MULTI -STAGE, CENTRIFUGAL TYPE, WITH GRUNDFOS CR1-8 61 C ONE MOTOR: 1 HP, 46OV/3PH/60HZ, ODP ENCLOSURE COMPLETION OF THE JOB, IT IS TO BE 56C SHEET No: D ONE COUPLING: FLEXIBLE TYPE WITH GUARD N-EUPEX B 160 28 E ONE GATE VALVE: 8" 175PSI, FLANGED, OS&Y, UL/FM STOCKHAM G-634 300 APPROVED: SCAL WITH POTTER TAMPER SWITCH 1 8/06/04 HFR F 2 CHECK VALVE: 8" 250PSI, WAFER STYLE, UL/FM STOCKHAM WG -990 98 G 4 BUTTERFLY VALVE: 8" 175PSI, GROOVED STYLE, UL/FM STAR GBV4 196 WITH TAMPER SWITCH H 5 BUTTERFLY VALVE: 6" 175PSI, GROOVED STYLE, UL/FM STAR GBV4 246 WITH TAMPER SWITCH (WIRING BY OTHERS) J 5 SPRINKLER RISER:6" GROOVED WITH POTTER FLOW SWITCH, CENTRAL FIG. 513 218 GAUGE, 2" SIGHT GLASS AND TEST & DRAIN CONNECTION K ONE HOSE HEAD, 8" 125# FLANGED WITH 6) 2 1/2" ANGLE 209 STYLE HOSE VALVES W/CAPS & CHAINS AND 1/2" DRAIN VALVE (SHIPPED LOOSE) L 2 GATE VALVE: 1" 175PSI, OS&Y, RISING STEM, STOCKHAM B-133 10 SOLID WEDGE DISC, THREADED, UL/FM M ONE CHECK VALVE: 1" 200PSI, THREADED, UL/FM NIBCO KT -403-W 3 N 4 GAUGES: SUCTION & DISCHARGE, WITH ISOLATION VALVE 12 (NOT SHOWN) P ONE AUTO AIR RELEASE VALVE: 1/2" 175 PSI PES 5 R ONE CASING RELIEF VALVE: 3/4", 75-30OPSI, UL/FM 8 T ONE SKID: 74" WIDE x 154" OPEN STYLE PES 2300 U ONE CHECK VALVE: 6" 25OPS1, WAFER STYLE, UL FM STOCKHAM WG -990 25 ELECTRICAL COMPONENTS EA ONE CONTROLLER: FTA1000, NEMA 2, UL/FM (MARK 2) FIRETROL FTA1000 235 EC ONE CONTROLLER: FTA500 NEMA 2, UL/FM FIRETROL FTA500 40 EJA ONE ALARM JUNCTION BOX 25 I I ESTIMATED WEIGHT OF PIPING I 1 1 1400 1 I I I I I TOTAL (Ibs):1 6957 MANUFACTURERS INDICATED ARE SUBJECT TO CHANGE BASED ON AVAILABILITY MOTOR DRIVEN FIREPUMP MDL: 6AEF140 CONDITIONS: GPM: 1500 TDH: 196.47 PSI: 85 REQ'D RPM: 1760 REQ'D HP: 90.16 JOCKEY PUMP GRUNDFOS CR SERIES MDL: CR 1-8 CONDITIONS: GPM: 5.2 TDH: 219.5 PSI: 95 REQ'D RPM: 3450 REQ'D HP: 0.7 1. ALL DIMENSIONS ARE IN INCHES. 2. PUMP PACKAGE SHALL BE INSTALLED AND ANCHORED ON A SUITABLE FOUNDATION PROVIDED BY OTHERS. IT IS RECOMMENDED THAT THE PUMP PACKAGE BE INSTALLED ALLOWING FOR A 3/4" TO 1 1/2" GROUT THICKNESS. PUMP PACKAGE SHALL BE LEVELED AND PIPING CONNECTIONS VERIFIED. 3, PERIMETER BEAMS AND CROSSMEMBERS AT LIFTING POINTS SHALL BE SUPPORTED. PERIMETER BEAMS SHALL BE ANCHOR BOLTED TO THE FOUNDATION. (ANCHOR BOLTS BY OTHERS) 4. 1/2"-13UNC GROUNDING PADS TO BE PROVIDED AT OPPOSITE CORNERS. (PL1" x 2" SQ. w/1/2"-13UNC TAPPED HOLE) 5. SOME ITEMS NOT SHOWN FOR CLARITY. (PLUGS, GAUGES, PRESSURE LINES, ETC.) BUYER: WALMART ISO 9001 centred PROJECT. WALMART 3624, MONTICELLO, MN PEERLESS11995 FM 529 P.O. NO; 1;224365 Z� .o HOUSTON, TEXAS 77041 ITEM No.: W a: 20 ,yrn w FAX: 713-896-0250 LOCATION: MONTICELLO, MN DIVISION OF STERLING FLUID SYSTEMS TOLERANCES PROPRIETARY DATA VERTICAL AND HORIZONTAL FIRE PUMP PACKAGES, SERVICE AND REPAIR OF PEERLESS, SPP AND LABOUR PUMPS � W UNLESS OTHERWISE SPECIFIED THIS DRAWING IS THE PROPERTY OF PEERLESS ENGINEERED SYSTEMS INC., V)WZaoy��� FRACTIONAL ,> + - 1/4" & IS NOT TO BE REPRODUCED OR WALMART (3624) MONTICELLO, MN ECIMAL EMPLOYED FOR ANY MANUFACTURING PURPOSES EXCEPT UPON THE EXPLICIT ELECTRIC DRIVEN FIREPUMP PACKAGE X.X +/- 0.1 INSTRUCTION OF PEERLESS ENGINEERED GENERAL ARRANGEMENT X.XX +/- 0.03 SYSTEMS INC., OR AT THE X.XX t/- 0.005 COMPLETION OF THE JOB, IT IS TO BE SHEET No: SFS REF: FILE NAME: ANGLE RETURNED TO PEERLESS ENGINEERED +/- 1 • SYSTEMS INC., HOUSTON, TEXAS. 1 of 1 658145 3624-02 DATE: BY. CHECKED: APPROVED: SCAL ^ 3624-02 1 8/06/04 HFR NTS ENTIRE SHEET REVISED Com] y W N-�-O@f• O�iY ow Z W o `Of wt- ado: 9< 2 as goo [If �www p [uomiy xSy-Z'x Eaw a "'.' a Z ¢LL dpi-'aw3 O �ajoa�za.�Q J aQ 0... mwi K'VlU2ZNJ �'����"'"'MMRR��"'' �F-s zrcvwi�� (n ���a#cy�4swn arcwa� 0 DRAWN BY: KDD FILE NAME: FP4 Z� .o oN DOCUMENT DATE: W a: ,yrn w O �WQ,N �'Nv�lO �y Wm � W O.�MM 2.- E3 V)WZaoy��� a'w V) A~~�i#YTdZ w w F owxw¢ =z w LIJZ Z ZW m m o U 0 J0 ISSUE BLOCK 04/20/05 CCD #16 CHECKED BY: DRAWN BY: KDD FILE NAME: FP4 PROTO CYCLE: oN DOCUMENT DATE: 08/11/04 O � W O (o v1 J0 ISSUE BLOCK 04/20/05 CCD #16 CHECKED BY: DRAWN BY: KDD FILE NAME: FP4 PROTO CYCLE: 062504 DOCUMENT DATE: 08/11/04 FIRE PROTECTION DETAILS SHEET: FP4