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7500 SW DARTMOUTH STREET-4 . .. . - . i ( K H CDjF 266' 8" I I I I I 46, _7- 32'-0' I 55 -5' L ---- � 34'-0' I 34 2 I - ----- - - _ -----�f-- I PROVIDE 3/4' CAPPED-OFF 3" GAS ZINE klSER W/ SHuT-0fF VALVE I EXTEND 3:4" PVC PIPE W� SHUT-OFF EYrH-4: ELEC. WATER HEA ER. U BY-PASS VALVING FOR OWNER VALVE FROM DEIONIZING �IYSTEM TO EXTEND FIRE PROTECTION SPRINKLER SYSTEM /�1 UP TO ROOF AL^NG EXTERIOR OF BLDG. I -FURNISHED WATER DEIONI7.iIVG PRODUCE CASE MISTING SYSTEM. THROUGHOUT RETAIL "A'. INCLUDING DRY PIPE 3/4" CW d HW CONNS. MOUNT ON / GEN. CONIR. SHALL PAINT; PIPE TO SYSTEM. SEE DETAIL 5/P-4. i VERIFY LOC. W./ OWNER. I P ATFORM FURNISHED BY G.C.- PIPE / r i SYSTEM IN THE CANOPY. SEE SHEET RMP-1• 1-C""P SERVICE ` INK FURNISHED /RELIEF fVALVE IO FLOUR SINK. SEE MATCH BLUG. WALL. REGULATOR OUTLET \ PRESSURE TO BE 2 LBS. METER d L INE 1/2' CW w/ SHUT-OFF I BY TR.(1 INSTALL& HN CO BY PLBG- L�TA II 9/P-4. TO STREET BY GAS UT ILlTlES CU. I VALVE DN. IN WALL TO MS-1: MOP SINK. �, i COITR.TAIL CW -- HN CONNS. ) �� / ICE MACHINE. 11/2" Cw d HW CONNS. ) I I I SFE DETAIL 12/P 4. - lJ1 I I SINK \ - - -- ---- - - - --�. _ --- -- -}------- r- 1 TP-1: TRA PRIMER I FLOOR. 1 --� I - '` 1 HUB.Td TRENCHPLRAINS, d�FL00k S 1 I RIPE D THRU I I 1--__ - SEE DETAII 3,P-4 b SHEET P-2A. t-t/2" -- - - - L " f100F. EGULATE I 1-1/4-1/4' GAP ( 1-_._____�__ �. �- -- _ RESSUF�E ON. 3" - PII PE DN. RU 1-t/2" 1/2 31 IE--3/4 t-t/4' ----� I IE 1 ----� 0 r C. H-1 GAS-FIR D IR00f.i RU, BI._ L - ._._U E -_-_-- - _._. _ _.----_-_.-._.-._._ --._ - UN1T•HTR. 55 CFH.i ', PRESSURE ON. �- -,_,_.-..-.._°_._. .I_._._._.-.�I_._._...:.-. ..1 .1� - -' - •,� HANG SINK FURNISHED 8Y OWNER. I - 11\. =_ ( /2" GAS CONN. TO 1" w.C.�r �. �• _.._,._. ._. _.._.._.._I .._.._- I / IMP• PRODUCE PREP SINK \ I INSTALLATION BY PLBG. CONTR. 1 1/2 1 ® P-1: RECIRC. P \ B d G CIRCUIT •- •-• 3 CO II /4' 11" SEE DETAIL t/P•i1• SETTER BALANCE �.• • -� �t" I �FURrISHED BY OWNER. ,_,/4" 1(/2` CW d Hw CONNS. I - F_._._ VALVE GATE I 1" 1-1/4' _ •_ INSTALLATION BY PLGG. CONT�t. I r -••_••_. ( CHECK (GATE VA (3/4" Cw d Hw CONNS. ) i 3/4 o�r•l %• - :- T- " '�I "VALVE VALVE I ': SEE DETAIL IO/P-4. I in ' 1-1/4 1 - \ 1�) TP 1-TRAP PR14R FOR FL UH-2: GAS-FIRED I I ---{---- - - ® I�1 Rl' L� t UNIT HTR. 110 CFH. r I 1/2 I HR aOUASTLT \ �� 1 SEE�DETAILN3/P 4A& SHEETFP-2A.1 )NKS. i MOUN1EaT2'-0* A.ERIOR FEFBIBB. u•l 112" CAS CONN.--,-; ONN 11..�� n I `� _�" �J l_ -_i ° q_ 1 `, \ I ( (j/4" CW CONN. )- - - -3� _ - - - - - v� ,o -- l-- _ G- -- _. "� __ -- - \_ - HAND SINK FURNISHED BY OWNER. , F-1: FAUCET. MOUNT BELO ° o i -r_ �� ,. CHECK INSTALLATION BY PLBG. CONTR. I , ORAINBOARD U 2'-0' A.F. o ° (/' \ ( VALVE (1/2" CW d HW CONNS. ) i \ (1/2" HW d CW CONNS. ) 3" o� ° �,� " .F- 3-COMP. BULK STOR. SINK I 1 1 1- -- t' CW d Hw ON. IN \ ' 1 • � WALL TO RUN BELOW , I 23'-8" 40'-101��" FURNISHED BY OWNER. �� 111 TP-1: TRAP PRIMER FOR FLOOR. I 3 �� x 1-•• �.. F-- J' /� f I •GWH-3. 4. & 5: GAS WATER HEATERS I WALL OPENING TO SERVE rl - INSTALLATIUN BY PL9G. / IY HUB. b TRENCH DRAINS. d FLOOR SINKS. HAND SINK FURNISHED' 1 I '1 �, / e 197 CFH EACH. 1-1/2' CW d HW. HAND SINK d PROD. PREP SINK. I 1 CONTR. l3/4' CW d HM EE DETAIL i/P-4 b SHEET P-2A. BY OWNER. INSTALLATION 2" `- 1/2' GAS CONNS. MOUNT ON FLOOR. I I I I I __�-�-� I I� HOLD PIPING�,; CONNS. ) SEE DETAIL � BY PLBG. CONTR. �ABOVE BOTTOM � 2' � �\ I PIPE RELIEF VALVE TO FD-t. 10/P-4. F - (',/2' CW d HW CONNS, ! OF JOISTS : SEE DETAIL 1/P-4. I 1 I I ---- ' - -- - - - -- - -� -- - I -: 1 Irl Tri _ - - - - - - - - - - - - - - _ _ - - - - - - - - - - - - - - - - - - _ 1 09 - - - - 1-i2"-Cw wl SICU r-OFF VAtV�DN: - -- - -�-- - - �- �� ._._._._._. TO SMOKER. SEE DETf4LA4Ni-4. \ I H-i: EXTERIOR HOSE BIBS• •� - I HAND SINK FURNISHE ,6►i%0 ER. , \ I I / I I ! , i I 1 m 1 INSTALLATION BY PL C4NTR. I ! ° -- MOUNT 0 1'.-0• A.F.F. �� i 1 (1/2" CW b Flw CONN li /I I I / \ 1 /I I \ I / 1 u I w rn (3/4" CW CONN. 1 1 3/4 HOLD PIPING I \ I \ I / I i I / I \ I i 1 m l ►�( �� ABOVE BOTTOM , " •-' 1 F-1: FAUCET. MOUNTI B idW I ----------- --- i :�_,. OF JOISTS _ t /2 _ ORAINBOARD o 2'-O'U(X•C �� o -i• I �.�_ 1 ( 11/2" HW 6 Cw CONNS. 1co 7 I - -ll ," ( '.-3-COMP. SAUSAGE PREP SINK FURNISHED " BY OWNER. INSTALLATION BY PLBG. I I nr. I CONTR. 13/4 Cw a HW CONNS. ) 1 ` 3/4' I -�•-1 __SIE DETAIL 10/P-4. ter_ I I r I ' I 6 _ I 1 r ;E/2 (t) TP-1: TRAP PRIMER FOR FLOOR. H3BP-4 d Sr;EET P 2A. ® j 1 j 1 I DRAINS. d FLOUR SINKS. SEE DE IL 1 Q zw MS-1: MOP SINK. I `Y_I. .3/q• " 1" CW d Nw w/ SHUT-OFF VALVES I I = ° (1/2, CW b HW 'a 1• 1 I� ~ vl n CONNS-) I 1 1 t --CCN. IN WALL TO RUN 1N 4' PVC SLEEVE I 1 w J - - " I r UND '' _T.O-SE.RV _.�HLESE ISLAND. I J LL w _ - I T 3/4 2 I 1/2" �_. 1 �' , I _ ----- - - - - - - - - -- - -----• --- -- -- -- - ------ -- - --- - - ,_,{ ," I I I I r g I I I HAND SINK UR IS ED I I I 1 I 1-1/2" ," ;' p : ` I BY OWNER. NS AL ATION I AND SINK FURNISHED I 1 II BY PLBG. C T BY OWNER. INSTALLATION 3/4 �I 1� ❑ 1" I (1/2' CW b HW CO NS. ) I I .._ G. CONTR. I ' BY PLBG. a I � (1/2" CW d HW CONNS. ) 1 1• b I ;' ❑ I I / 1 F-1: FAUCET- U T BELOW , I. DRAINBOARD Q '-0' #..F.F. I 0 1 i I (1/2" HW b CW co�Np►.�. ► . I SALES I '� F-1: FAUCET. MOUNT BELOW I 2, I I I DRAIN a 2'-0' A.F.F. - ��2 1 I 1 1 1 - (1/2 HW d CW CONNS. 1 = /2 I ( t11 TP-1: T P F:1MER FOR f1DOR I I 1 P-1: TRAP PRIMER FOR FLOOR. v I I SEE b TRENCH Dt�INS. E (POOR S NK _ i I 1 HUB. b TRENCH DRAINS. b FLOOR SINKS. A j /2" I SEE DETAIL P SHEET P-2A. 1' 1 `? I - SEE DETAIL 3/P-4 d SHEET P-2A. �i - -IML Il - - 1 1 I 1/2" CW w/ SHUT-OFF VALVE 3-COMP. CH ESE PREP SINK FU NI HE I I \ I • I ( 3-COr+P. FISH PREP SINK 3!4 ) ! ON. ALONG COLUMN TO RUN BY OWNER. 4NS�W 4 H ION BY PkBG 1 I v- DISPOSAL FURNISHED 9Y OWNER. IN 2" PVC SLEEVE UNDERFLOOR. i CONTR. 13/, " w HW CONNS.) 4 I '1 i \ INSTALLATION BY PLBG. CONTR. 3" ( STUB UP A SERVICE FISH CASE. SEE DETAILII4P-�1. - v (3/4" CW d HW CONNS. ) 1•+ \ HANr, SINK I __ _ SEE DETAIL ll/P-4- l� _ AC-3: ROOF-MOUNTED H: A:C. /n\ F11:041SHEO BY \ OWJEIR. INSTALL- 1-- 1 ;� ❑ UNlT Ir 120 CFH. (CONN. I / 1 \ I I, I \ I i / I \� I 1 1 •'r''w _-- -_ 1/2 CW W/ SHUT-OF ATION BY PLBG. 1 2" "�` 1 I I 1 REGULATE GASP SS D a I �! I l I t /1 1uj VALVE DN. IN WALL TO CONT - (1/2" 1 I ° TO 1 W.C. \ ICE MACHINE. I I \ I I �•// \ I I _ \ CW CONNS. -- - - _ - _ _ - - - - - - �/_ - - - - - - - - 1 _ - - 1 SINK FURNISHED BYI I I� ' _ - _ _ - - - - - - - - - - - - - - ' -- - - - - --"- - -- - -- --• -------I ` � H-1: EXTERIOR HOSE BIBB• -OOWNER.--INSTALL- 1 I MOUNT @ 2'-0' A.F.F. I c� ATION BY PLBG. I I CONTR. (1/2" 1_11 I I I PROVIDE 1" CAPPED CW w/ 1314" Cw CONN. ) zum -, I I I� I SHUT-OFF VALVE 1N JOIST w -- W CANNS. ) I II I SPACE FOR FUTURE PRINKLER CONTR. SHALL FURNISH I I PHARMACY SUPPLY. I I \\ u = 1-1/2,�`y Iit 1• ; b INSTALL A WET CHEMICAL FIRE SUPPRESSION SYSTEM IN CULINARY I I ` ' I MA-1: -M ,H'ED MAKE-LIP i- _ IIS HOOD. SEE ETA IL 6/P-3. __•_•,_•_ _•_ ._._ _._.-. . _ _ - AIR UNIT CFH. 3/4' GA 1 1,1 , _.pTq / I LL - - CONN. REGULA GAS PRESSURE �( 1 3/4 1 ill i I r ( ani°ON. TO 1 w.C. -- 141 -; 11� Zzw \ I�� 1 ,I I I I I i 1 3/4' SPRINKLER CONTP -- - - - G -� I I SHALL PROVIDE b - Q O i - I I I �I I BARBECUE: I I I ( INSTALL A DRY PIPE �" N " _ - Q F.P. SYSTEM IN CANOP IW QI I i8� II 3/4 3!4" GAS CONN. I I -- ., - - _ Q 33" A.F.F. I M -- ._ 82 CFH. I I _ ( 11) TP 1 TRAP PRIMER FOR FLOOR. HAND SINK. FURNISHED I I I `c. I I HLIB, d T C ''DRAINS. d FLOOR SINKS. ,_ I IX" _ BY OWNER. INSTALLATION • • i I - - 4 BY PLBG. CONTR. � SEE DETAI „-/ b SHEET P-2A. - (1/2' CW & HW CONNS. 1 I I _ - 1 3/q" MECH. GAS SHUT-OFF VALVE �, I FOR WET CHEM SYSTEM. I I _ 3-COMP. MEAT PREP SINK 3=-� FURNISHED BY OWNER. INSTALLATION BY PLBG. I s 1 2` I - - -- - ------- -- -- - ---- _------- - -- -------------- - '^ 4" CW d HW �� i I - , 3/4" GAS PIPE I _ --- --- -- - - ---- -- ---- - - - - _1 6 - t� _ 1 1/ ON. THRU ROOF. _ -y- a CONNS. ) SEE DETAIL 10/P -_ ....... .. - -- - - -* - 1 7 I - /� - - - - - PRESSURE ON. I - �Q TO 7." W.C. �- _ r• Z ' I 1 141 1 a - /.� (3) TP 1: TRAP PRIMERS FOR FLOOR. _ HUB. S TRENCH DRAINS. d FLOOR SINKS. I I Q SEE DETAIL J/P-4 1 SHEET P-2A. 1 314-Y - 1 T --1 - 1 �i 1' HW ON. TO ELEC. BOOSTER HTR.i I I ® I A<\'I \ 1 I I ~- L-A--J • 3/4" FROM HTR. TO PANWASHER. - 1 PROVIDE BACKFL ONOTECTION. R CONTINUATION OF C LINE. SEE SHEET P '� o '5 i I 0 _ I El El EXPAN. ---- T JOINT 1 I `�•�� I I I i aN (TYP. ) 11 I l ti 1 1 I I ( 1/2' I I F-4: '.I-WALL I 3"--•�'�I SUPP6, b DRAIN 1 t/2"' I _ -UNIT FOR WASHER. I I \ I 11 in - - I I 1-114" : I ERIFY MTG. HT. d i i I 2 '-8" 1r-4' I// I \ I III I I OCATION W/ OWNER. r _r• '/ I 1/2, rw a HW CONNS. ) i I\ I �, I I I I - I ,I ILII � I�\I /1 I I \ 1 - - L� I - - -i - - - - - - - - - ® _ -- --------- - - - - ?>I' - - - - - _. . - - \\ -� - 5 _ _ - - - - - - - - - •----- - - - - - - _ � j I I I � hell �-•• � U� FOR CONTINUATION OF FOR CONTINUATION OF CW. HW. d RECLAIM HEATED - Q GAS PIPING ON ROOF. WATER LINES. SEE SHEET °-1B• 0 SEE SHEET P-18. NOTES - 06 I FIRE PROTECTION � � w 1. AL1. SPRINKLER BRANCH PIPING TO BE MOUNTED ABOVE BOTTOM CHORD OF JOISTS. } _ /l �'� ;-:1• _ _ MAINS TO BE HELD TIGHT T'3 BOTTOM OF JOISTS. SPRINKLER CONTR. Q TO COORDINATE SPRINKLER PIPE W/ LIGHTS & DUCTWORK MOUNTED ABOVE c - BOTTOM CHORD OF JOISTS. ALL FIRE PROTECTION PIPE DROPS a FRONT CV .............[ I ,,, .• ., ... ... . CHECK-DOT AREA SHALL BE CONCEALED IN WALLS OR ABOVE FINISHED CEILINGS. - y, j�� . 2. SPRINKLER CONTR. SHALL PROVIDE d INSTALL EARTHQUAKE SWAY BRACING Q I� ;I �; EACH FLEXIBLE COUPLING IN HORIZONTAL PIPING AT LEAST EVERY 40 FT. Al��-, .. l EVERY 80 FT. ALONG FEED d CROSS MAINS. �1 ► t.r, .. .... AND LONGITUDINAL BRACES E E 'ROVIDE COMPLETE DETAILS OF EARTHOUAKE SWAY BRACING INCLUDING U Q t)L, j � LOCATIONS OF BRACING d CALCULATIONS INDICATING THAT THE BRACING MATCH.- -- ---•-•-• _ I �f I i Job A `-'` '" 3 IS CAPABLE OF WITHSTANDING THE FORCES IN ACCORDANCE WITH THE LATEST LINE �._ O I m '= e-" 1 EDITION OF NFPA 13 d UBC TABLE 23-P. 15y. - "- L ., 3. SPRINKLER CONTR. SHALL PROVIDE DETAILED PLAN d ELEVATION VIEW I DRAWINGS OF THE FIRE PROTECTION RISER ASSEMBL". TO eE SUBMITTED TO d/' THE ENGINEER. IN ADDITION TO THE SPRINKLER SYSTEM SHOP DRAWINGS. - -J ' l INCLUDE ALL PERTINENT DIMENSIONS ON THESE DRAWINGS. PROJECT NUMBER 1 • 4. SPRINKLER CONTR. SHALL PROVIDE d INSTALL A DRY PIPE SPRINKLER �'`/� E Y PLAN i- SYSTEM IN ThE CANOPIES C+ FRONT Of C118 STORE b RETAIL "A 2105.0 1 f & THE COMPRESSOR RM. (RM. 213) 5. SPRINKLER CONTR. SHALL PROVIDE d INSTALL A FIRE PROTECTION SPRINKLER SYSTEM 1� - � - � SHEET NUMBER IN RETAIL "A' TIFF OF MAIN SPRINKLER SYSTEM FOR CUB STORE. SEE SHEET RMP-1. FLOOR PLAN A P-1 A a I'L(1T DAlF.: 08/0 "93 t , I DARTMOUTH, 7500 8UP 93-0253 1 OF 16 _ . J + F[18 CONT INUAf ION OF FOP, CONTINUATION OF Ii I � I I I I 1 IT N GAS PIPING ON ROOF. CW, Hw. d RECLAIM- M I �1 i ! SFE SHEET P-IA. 1 HEATED WA1tR PIPES. ^ I / � I � FM-CONT A _ _ _ _ - SEE SHEET P-IA. 1 I I I I I 1 i �ErSHEPIPE_1 -_ I i'. - - - � � � ,� � 1'•` MS-1. MOP S! K H CO NS. % I 4" '71 _- - - - - ---,�- -i 1-1/4" CW & I HN PIPES UNC F�Cw(UPPER _� 1 TATER TER. EWH-1: ELEC, IC w LEVEL. SEE SHEET P-3 FOR CCC 1T I I 1-i/41 1 �� - 3/4" CW d HWfCGNNS- �r- I I . I R LIEF VALVE - -.- i �>;1N FLOOR. pllE 411 `I / I I I I / I / II- -'" I TD.MOP SiNK.ISEE DETaI 9/P-4 Cj - _--_ - - - -- - - - - - - - - - -- - - - - - - -- - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - = - - - - i 4� F-1. .Fauc_r.1 eau t BE ow -- 2 A FOR CONTINUATION OF CW a --- " - - DRaiT,,, Ht(D )�• I I : If ;� HW PIPES. SEE SHEET P-3. 1-1/2 \� ( 1/2" HW` C CON( SHALL LERCON CUNTR. --- ( I _- - _ _ 1" PkEP �.1 __ _ I PROVIDE CAPPED GAS LINE w! � ! - r •' �•• �• � \ DiSPUSALPFUR<iS„cp BY INNER. SIINX SHALL CONNECT '9" - - - - -- 1--- I SHUT-OF VALVE FOR FUTURE �� - I 1/2"-' ! � �• FP LINE TO SITS I I PHARMAC (90 CF)! ALLOWED) SII ® 1/2� 1 I I' •j" -� k iNSTALLATIO BY LOG- CUNTR. UTILITIES 1' C" ( 1� l rISEZA.F.F. (NSQDE I ' / 1 I -- ----- I; 13/4" CW bBLDG. / A"-5: ROOF-MOUNTED H.V.A.C. \ ( �__ C N.�• 1 W RO ( - " i DETAIL 10/P la• CONNECTION. t2> 3/4" tlw w/ SHUT- 1 BACKFLOW P DDE SiF�LL PROVIDE OFF VALVES b BACKFLOW S - 1 I �� ( I I I UNIT a 90 CcHPRESSUREApNCONN. r--- -Dld� 'I J I -- --1/2 (i) TP-1: TRAPIPRI UIER FOR' F&R. ROTE TI PL I P,�CDMA.._{ E I HOLD PIPING I I I_ _ RE;7 IN GA, I 1 HUB. 8 TRENCH bRAII�S. d F D SINKS- BACKFLOW BY SITE l�TllY b EDUCED F�RE155. ZONAT BACKFLOW / PRESSURE WASH U ITS--- ABOVE----� I I QJOiBOSTOM ; \ I 1 -� --- SEE DETAIL 3/Fj4 l.iSHEET -2 e PROVIDED Q PR ERY a NSTALI P4E55• RED. VALVES PREVENTI:)N FOR HIGH TO �" W C. PR TC ,ptii O.IM WATER TP-1: TRAP PRIMER I I I 1 AC-1: ROOF-MOUNTED I I I I ® - COUNTER SINK .-�_ i I CONTR. SEE DIET IL / 1 1 5/P•-3.--�• I LIME.�SEI.-DET;AIL 81P-4. F-3: FAUCET FOR FOR FD-3, RM. 121 ( " FURNISHED BY I 138] I Q I _ _ CUSTOM MOP SINK. d (341 FD-1. RM. 213. I I N.V.A.i. UNIT r3 3/4 CW w/ SHUT-OFF VALVE I I I I " i - +I 1,000 CFH. 1-1/4" I 1 DN. ALONG COLUMN TO RUN EXPAN. I \ OWNER. INSTALL I I I MOUNT Q 3'-0` A.F.AFF. SEE D TAIL 3/P-4 I i 1 iI I GAS CONN. REGULATE I 1 IN WALL OVER TO FILTERED I JOINT I ATION BY PLBG. , -- - �, --- +a SHE TS P-2B d P-3. ITYP. 1 I CONTR. It/2 1-1/2" (4-DRINS) I i Imo-2" I I I GAS PRESSURE I WATER DISPENSER. I I I ❑ --- FP 1 1 1 I I I I ON. TO 7' W-C.�_ I I S ALES I (�� ® CW b HW CONKS. 1 - I NAND SIN -F41R EU r-- -- - T 1 SIAMESE l / ul--�_.11 1 BY OWNER. INSTALL I + 1 9 UH-3: CAS-FIRED i �'y I r 1 � 3�4"-`- F.D. C I ' l AC-7: ROOF-MOUNTED H.Y.A.C. I -� - - - 72 - I - , -- 81/PLBG. CONTR. I 1/2" CW d H ` �--- P L_l UNI( HTR. 55 CFH. T - 1 I 2 CW d HW CONKS, 2-1/2" 1-1/2'- 1 � , 2' I I _ � ( II � 2" REGULATEOGAiHPRESSU4EADNCONN. t T i � I, � ON. IN WALL( I; � I� 1 UNIT a I I FP ..-..-�..._..-. ..- ..1 p I L ! i � I i/2" GAS CONN. 1 I 1 , �` ) I, " 2' MAIN � 3j -3" I \ 1 ° I /� --- _ i l- -J �-,-- ; 10 l w.C. I DRAIN - �1 - - .{ - �. �.-.�..-..1 -�' �.---- ---.- - - --.�� ...- ---� -.�--- -•-.. - _-- I - i I I / �- - �_ I -�„ I- ��- - -- -. .- ---- -� I� I rte- ( -- - �" - 1 ' �-- -G --•T - G- '1p► G �,- -«---T G -7- -�--._ li �.� �.� � G- G -►�- - L I - HOLO PIPES T1G�HT i 1 �P'. SPRDI,(L'LR i 2-1/ �r� i �_� - I \ I' 3" CW UP. TO BOTTOM OF PRECAST. ',`00 S.EE SHEET i t t/2" 2" �, ^,, 1!2" ! ' I I ` +L,� _ `-`�� ' I P-� OR CONT, `' I I ( i yl 1,I V O �� ///41481'"." TP 1: TRAP PRIMERS FOR F100R, ----,�� ua TFENCH_DRAINS. d FLOOR SINKS. _ _ . _ ___ - . _ - _1 -- - - I I1'- - - - - I - I 1 I I `--rt- ! � + SEE DETAIL 3/P-4 SHEET P-28.--- ---I ' w . ON. TO RUN I j. - . _ - - f -- - - - -� - -------- ------� G BELOW STAIRS. I 1/2 I 1 1/2" GAS PIPE •• NI FOR CONTIN. 1 ( - I „ ( ❑ �, PLED. CTp)ITR. SHALL 1 1' CAS P.�'E UP THOU PRECAST. 1 �/ Q OF GAS PIPE I LI 1 1 9 I ON. 1HRU ROOF. I 3!4" CONNE T Doo SEE SHEL' N-3 FOR CONT. .� ON ROOF S I ---- - REGULATE GAS I j I ❑ ❑ -� " UH 4: GAS FIRED PRESSURE ON. WATER T0;2" NE UNiT HTR. 90 CFH. RECLAIM-NTD. I I - 1 I UTI L1 1E LINE a 1i2` GAS CONN. 1-COMP. STORAGE SINK FURNISHED WATER PIPE. �- i TO T ' w.C. I 1 I �,� 1 1 1'-0 A. .F. INSIDE BY OWNER. INSTALLATION BY PLBG- 'SEE SHEET P-31 = 2" 1-1/4' ; I I , I 1 t ` p I I' Sf'ffl(NKLER CONfRI I-• BLDG. CON7R. 411/2" CW b HW CONNS• ) ° -- I I '' I' SHALL PROVIDE b I1H-5: GAS-FIRED I • I 1 I 1 -_� ! I i I I -A i 1-1/q" I' I' INSTALL A DRY PPE f-� "� , -o -P. SYSTEM IN AND Y. SEE DETAIL-13/P-4. _ - • I �� UNIT HTR. 90 CFH. I I 1-1/2" 1 I 1-112" 1/ AS CONN. 2" Cw UP THRU PRECAST TO ,�1' �-s•f1/2` ; � I `. __�.-,.�..-... ..J __- . I 1 -i_ _�._; � ,, I �- I� 2 G RFCLAIACD HEAT STORAGE UNIT. - -- G---f _ _ '- __v_, �� I I � J � i I �B! - I I I I� I L137 i _ I I + + - Sl c S�,"tT P-3 FOR CONT. - - n HR H I Y I I HR T - ---- - Q \ ' 1 1------ 2-1/2' � Il _- .�^. •��-•r--- .-.-. ,r.�.......�� I . .�. .�. .�.�.. -. - .... .��.........� I� .�.�.. .-..�. - �� .� .�. ir.11 .�.. -• ' -•-•- •--.-.-.-" .-..�/. I .. I I. I i ' ° 1-1/2 t/2" \ I 0 �,1 I °� ��-1/2' -= 2" I 2` I I I I � I AC-4: ROOF-MOUNTED H.V.A.C. - / , t-1/2" 'UNIT a 80 CFH. 112" GAS CONN I' I I � - I 2-tit" CW b 1" HW DN. I I I ! I I 'REGULATE GAS PRESSURE ON. j ALC'JG WALL TO RUN I LH-2 1 TMA MIXING VALVE ( i Tl .i TO BUTTON OF I j I I TO T" W.C. I �, 1 I FOR RESTROOM WATER �•' - PRT :AST. IN CABINET. SURFAC - I - I PIPING. SEE ISOMETRI( � 1 - 1 - MOUNTED s 5'-0" AJ .F. ; I 1 I ® I I . i PIPING PLAN. HEET P-5. - I SEE DETAIL 1/P-lB1t I H- 1: EXTERIOR HOSE BIBB. I I I I I I 1 I I i 1 if It MOUNT Q 1' 0" A.F.F. WCH- 413/4 CW CONN. ) I I I , I II 10 I I- 1>=t12"/ 1 i I L_--__ __---------- - 13/4- --- - - -- - - - - - - - --- -1/2 - -- - -- I W � -- - - - - - _ I I MS-1: MOP SINK. 1 -t/2 1 I I ' I J I I - I I I 1/2" I ( j I I 1 (1/2" CW b HW CONNS. t --� I _ - --. 1-112' 1 5 1 24 I I I I I I I 3/4" CW b HW -- I ( • i 1 j I I I J (�---- - - - � I I 1 I I I DERVEN. NCOUNTERWALL O� 112 I TO' Ew w, ON, - ` I MOP SINKS._ - --- T-- Ii 1 3 3 2" CWa1 ' I ' L J� �- MIXED N A T E S 1 Q COUNTER INK FURNISHED - ---- ---- _ - 131 ON. iN W4.Ll• 1 I BY OWNER, INSTALLATION \r � _ � � L� _ � _ ' H-1: EXTERIOR !NOSE IiBIBg: M I ( I I I I I I I BY PLDG.ICONTR. -- - _ ' z ! �` 3 wCH-t MOUNT a 2' -0' F.f. J J cr f /4' CW ONN c_ 411/2" CWI d HW CONKS. ) ..- 3 � I I T_-` 14 J 1L_ 3/4 IN ¢ HW DN. TO WATER r- I V �_c METERING.DEVICE. PROVIDE I 1 0 1 �71 1 1 WCH-1 i CHECK VAiLVES d FILTERS ON Lu 1-1 2' - SUPPLY LINES. VERIFY MTC. I I i 3/4" 1 I � " I J I s 2' CY, d 1" HW DN. FOM UP,PE m I - I HEIGHT w/ OWNER. ❑ •r� -. �M'.-.1 � j- � C� ! LEVEL. SEF SHEEIT P-3 FO>i ICO T. I I - I 1/2" I -MA MIXING VALVIE !NI CABINET 2 -- - - - - - - - - - - - -.-.- - - - - - I- - - - - - - - - - - - _ - - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - -- - - - - _ - I-� _ -� Q- - - _ �IEFC TAMOUNIL �P{)I 8 ��" •` 2 HAND IS I gl FURN I SHED I 1" - P \-- w _ BY OWNER.\ NSTALLATION //' _ � L1 .:1 - ' FOR CONTINUATt OF �� _ BY P4BG.i C�NTR. / _ ^-' H VALVE - _ - I , I I / I CHECK VALVE H CHECK L HW. CW. d REC IR PIPES. (t/2 Cw d IHW CONKS. ) // 2" T SEE SHEET P-3. - ¢ -= --PA2E RECiRC. i F-1: FAUCET. MOUNT BELOW U mss. FOR CONT. OF 3/4" '� 1 I 1 / - CHILLED W"fR. 1 W- -,P , -� PUMP. SEE DRAINBOARD � ?'F-0" I - I RECIRC• LINE, -�•- f\2" -I AC 2 ROOF-MOUNTED �f DETAIL IIP 3. (1/2" HW d CWC NNS 1 H.V.A.C. UNIT a 250 CFH. I SEE SHEET P-3. 1" I GATE VALVE I CPNNS Z I _ / 3/4' GAS CONN. REGULATE 1 - -3-COMP. BAKERYIPREF SiNK FU NiSHED - GAS PRESSURE ON. TO I ( B d ;I, AOUASTAT - BY OWNER. iNSTALLA 10N B PLBG. 9 C - + I 1 FUTURE OVEN: PROVIDE / 7„ W.C' { SERC �'-" - i 1 ; ;1-1/4" 1" CONTR. (3/4' CM b W COP; / I `_`� SEE DETAIL 10 -4. ,r ` - - -- CAPPED OFF 3/4" CW b I NEg I 1-1/4" GAS PIPE W/ // I VALVE �' - - -i" HW b CW DN.IIN ALL Q _ i I t-COMP. BAKERY SINK 1 ' ' LD �i - I I I I SHUT-OFF VALVES a C"" r'• b OVER TO SERV F- b f o I I PRESSURE REGULATORS / I �� - iI 3-COW". SINK. I c U- ui _M 1250 CFH- ) / FURNISHED BY O'�t(�ER. �' G -I• 1 ��"_] FOR CONTINUATibN 0 Q -- I ! INSTALLATION BY PLBG. ��1-1/4 - - / CONTR. (1/2" CW b HW I I CHILLED WATER 11NE' ;r W n SPRINKLER;CONTR. SHALL // 1 CANNS. ) SEE DETAIL -- • ,I _ ' " , 1"L,-„�� W I SEF. SHEET P-3.1 LL PROVIDE a' INSTALL HIGH 3/4 12/P-4. 2�•�'��• t-1414" I 1 'y"� f ([ §7 I { , II I I I I TEMP. HEADS IN RAISED /r I F-- ( •- E - • I ! I ) TP-I: TRAP P iMERS FOR D w� I l CEILING AREA. !! -..- -..-..-..-..- T 1. ( :� 1/4" 1!2" L� i �_� 2 I- _ •1/2a CW ON. 1 1!2" 1 �►- -_> I-t- -"TyI!r_, I l _ -- = FLGOR, HUB, E TA NCH jDRAIN S I U - / F----- Id ROOFER. - - G- - - -- d FLOOR SINKS. E TA -. W I I I !/ �' •- - - - .-�. -_- -\� -I- - - -•-t- -I• 3/P�4 d SHEET PS B.D� IL 1 �- •r ".L I4" 3 _- _-�..'_�`�1 1 � `"3!4' - - P SPRINKLER CONTR. SHALL ( 1 " I• I 1 !! 1- /4 1 i FOR CONTINUATIbN 0- PROVIDE d INSTALL FIRE Ill/4 GAS PIPE ON RODF. EE I� 5v� �8..=- SHEET P-3. PROTECTION SPRINKLER I II I I I I ;a 1 DFH-1: DRINKING FTN. _tet_ SYSTEM FOR SPACE ABOVE =1r �i _ �, i/2' CW CONN. ) / BAKERY CEILING. (EXPOSED I Ii I y ' • ' I `-1 jjl { I " -� Q � 1 ,i� YY1 TO STORAGE SPACE) - I : _ __ ,� \ 1" 3!q" MA-2: ROOF-MOUNT �dAliE 1 HW ON. TO BPOST R HTR 1 I I II CD , j ( \ ) ' � UP AIR UNIT 0 195 CFH. 3/4" FROM HTR. TO ANWASi1E � _ �•-•-+-. - --„�► II iI X. �! GAS CO N. REGULATE FILL. PROVIDE ACK-LOW E ENfION. � _ N .-.-.-. _ _ I 1 - _- - -� ❑ I - i- GAS PRESSURE ON. TO _ 6 - 1 -,F,I �T1I1II - --J _�- -- --- -1--- �I ,J - -- - -- - `r°k I \ 7` W.C. I -- - - --- 3!4" GAS CON o A.F F. -\ 11 I PartwaSHER 80 ER HTR.: 4 j - ---- - ___ - --- - -- ---+-- _ _. __6LCFH I _ -- C_ Q } I I ! , 1/2" _ { HAND SINK FURNISHED " 12i it-;: TpAP 'H1WRS FOR J I '- i OVEN: 3/4" CW b /4 `HAND SINK FURNISHED I BY OWNER. INSTALLATION GAS CONNS, 0 84" ,,.F.F. I FLOOR. HUB. ' TRENCH DRAINS. I a L"� � � '' c• BY OWNER. INSTALLATION 1-xo\/V p. �oX G° `��n` BY PLBG. CONTR. k FLOOR NKS SEE DETAIL I I 250 CFH. EACH. (2-TYP. Ii 3/P-4 b SHEET P-c:. BY PLBG. CONTR, (1/2" CW Ji HW CONKS. ) �- (1/2" CW d HW CONKS. ) PROVIDE SECONDARY I i REGULATOR Q EACH OVEN. i STEAM KETTLE: 1/2' CW. HW. --- REG�ILATE GAS PRESSURE, DN. 1 i/4" GAS PIPE DN. TO E" W.C. MAINTAIN 1-1 4" THRU ROOF. REGULATE d GAS CONKS. ri 8" r .F.F. 3/4" IW b HW ON. TO WATER PE TO SECONDARY GAS PRESSURE DN. TO 1/2" GAS PIPE ON. METERING DEVICE. PROVIDE. . .T.. ( 120 CFF(. I I ( REGUL. TOR, PE� MFGR'S 7 W.C. (3-TYP. ) ,H1TU R6bF -RE�l1LAT� 1/2" CW DN. --- - i -I-~t�CXVLVES-b�f7L-TERS ON--- I ► � �; h REOUI FMENTS. GAS PRESSURE DN. TO TO PROOFER. SUPPLY LINES. VERIFY MTG. SPRINKLER CONTiI. *ALL FURNISH " I " I I I I 7" W.C. I HEIGHT w/ OW °C 48'-6 42'-11 46'-7 34'-2" 32'-O" '18'-7" OWNER., 46'-7" d INSTALL A WFT CHIE►4ICAL FIRE J - -- w -- -- - --- - ---- 1 - _��-_�-� __-_---.----_-------.---- -- -- .-- I SUPPRESS ON SYSTEM IN CULINARY w HOOD. SEL- DETAIL 6/P-3- 232'-0" /P-•3. 232' 0" � � a �g - - r7i 1 280'-6" I I I I C : Irt OF I L 17 0 7 II 0 CL 7.t/zIT- MS/2.' MwpasH�KCQ!Ns. _ Lij EWH-1: ELECT IC WATER ITER. 3/4" CW b HW CONKS. MOU MIXED WATER Q I 1 i ON FLOOR. PIPE RtiLIEF u VE TO LAVATORY 0 - --� O MOP S I JK.1 SEE DE TA I� /P-4. -- -�__ _ _ H D . 1 FUPNIS ED 8 FIR,- PROTECTION NC•TES �( l(c:`1�'_ _. J owrll'9. 1NSTA LAT ON - P B -T- - -r- � 0 i -I '; W tytHw- C)_ FAT OFT._M_OU14T-BEG __ \--� HO'f WATER i 1 COLD WATER w D�ta,NB7AR0'\- 2'-D" A. .F F^- 1/2" Il i II ( 1/2" HW d CONKS. ) GATE 1. ALL SPRINKLER BRANCH PIPING TO BE MOUNTED ABOVE BOTTUM CHORD OF JOISTS. ((� Q \ � I VALVL. I MAINS TO BE HELD TIGHT TO BOTTOM OF JOISTS, SPRINKLER CONTR. � I l 1/2" 'W W! `JHO' FF v LV b BAC i i+ � ,�I `� FLOW PREVEN ER D . IN WALL TOR ' ---T--- -- ----, TO COORDINATE SPRINKLER PIPE W' LIGHTS d DUCTWORK MOUNTED ABOVE � N UNDERFLOOR N 2' PVC LEEVE. ST BOTTOM CHORD OF JOISTS. ALL FiRE PROTECTION PIPE DROPS Q FRONT ' - - - 1•-Oki „ I IIP 9 SOFT PREVENT. INK b1SPENSER. ' ' CHECK--OUT AREA SHALL BE CONCEALED IN WALLS OR ABOVE FiNiSHED CEILINGS. z 0 1/2" Ii. STOP/STRAINER , 1 , ,STOP/STRAINER , 3-COMP. Pi11 171 PREP n CHECK VALVE i i CHECK VALVE 2. SPRINKLER CONTR. SHALL PROVIDE d iNSTALL EARTHQUAKE SWAY BRACING C+ I I J SINK W/ 01SASALI zi , EACH FLEXIBLE COUPLING IN HORIZONTAL PiPING AT LEAST EVERY 40 FT, Q- 4r FURNISHED BY I OWN R. r SURFACE MTD. ' ' AND LONGITUDINAL BRACES EVERY 80 FT, ALONG FEED d. CROSS MAIN. 1 I 1 - - 1�0 �INSTALLATiONBY �LBG• I CABINET MATCH•-. -- --- - CD I - - CONTR. _(3/4' CW HW! PROVIDE COMPLETE DETAILS OF EARTHQUAKE SWAY BRACING INCLUDING ' ,tel- ' LOCATIONS OF BRACING b CALCULATIONS INDICATING 'THAT THE BRACING LiNE co CONNS: 1 3EE ETA t-, �� CY 1 /2" I , l_____�J _ - 10/P-4. / , , IS CAPABLE OF WITHSTANDING THE FORCES IN .ACCORDANCE WITH THE LATEST =r i i f- "r - UNION (TYP. ) EDITION OF NFPA 13 d UBC TABLE 23-P. `� ' / 1 TEMP. - 3. SPRINKLER CON1R. SHALL PROVIDE DETAILEL PLAN & ELEVATION ViEW /- j Q ( 1 ) TP-1 : TRAP P IMER. GAGE (OPT. ) , 1 ; - - L- SEE DETAIL. 3VP-4. , ; MIXING VALVE DRAwINCS OF THE FIRE PROTECTION RiSER ASSEM?LY. TO BE SUBMITTED 10 ` J I, , , (FACTORY PRESET f-`-` PRWECT ('DUMBER • - Till <�j 1 (3 DRAINS) I i , L+ 105 DEG. F. THE ENGINEER. IN ADDITION 10 THE SPRINKLL' SYSTEM SHOP DRAWINGS. I/ ( <,> V - ------- --- -- ----- iNCLUDE ALL PERTiNENT DiMENSIONS ON THESE DRAWINGS. f\ E Y PLAN I I I,I, I, 1 -COMP. SINKI FU NISHE 2105.0 _�-__- -.i 1' BY OWNER. DISTAL ATiON 4. SPRINKLER CONTR. SHALT PROVIDE d INSTALL A DRY PIPE SPRINKLER 0 ' - - - I i" ❑ 9Y PLOG. CONTR. f II I I ( 1/2" CW b hW CONNS• )I SYSTEM IN THE CANOPIES r, FRONT OF CUB STORE d RETAIL "A". 1 I'll 'OO It �- ' 1 DETAIL d THE COMPRESSOR RM. IRM. 213) SHEET NUMBER DARTMOUTH, 7500 i I. I FLOOR P L_ A N - B Bur 93-0253 1 � 1 ❑ f; I � P� LAVATORY MiXINv VALVE 5. SPRINKLER CONTR. SHALL PROVIDE b INSTALL AFIRE PROTECTION SPRINKLER SYSTEM 2 OF 1A I I IN RETAIL "A" OFF OF MAIN SPRINKLER SYSTEM FOR CUB STORE. SEE SHEET RMP-1. P-1 I j . - • - - --- - - \ if I it 1__ 112 k it rr. r � T „ .... 1_.., ,. , , , . L _�. .'� -__t. - _ R W -1 A b.. r,. i., � �c - } , r. ♦ g�� .r n ` i A 1 1. � d r rt 6" ,' f.. .4 r:'a: ... ,• . .w .. _..,.,t•_ . S ;c -- .'--C.-' - _, _ _. ._ I. .. r rS• . r j f. ,, ,. • - t - 1 L. .A " W v K ft , i A \ �. t :t ,,j, " +. J 3 M Y �T�••r71R.•. 7R`.' t. % �''�R' .�yJ•� , 10 I fI • t•„' `'Rn S t ,tt' ['• r, ,r. .; __ •� d 4 Ar w d�� w , - Y '� 'y C .S t 3 t 1 f t 1. _� . I J '� r .fJ t 7 t � -'SI.r R 11 . 'v. ,.r .,2161 a 1(� ....V+' •.i• r `- I Y "It . 1 .. ✓ iis. ��.t "1 • -- '' Y " r t :r til :! 1 - 5 1 l- _. - w .e r /' } . r' r ,. r r > 4 �. , vJ e T r .r L l I r1 ,t J / rY. .r • `�tp -. n •l, Y ._ .., . :. -' Y '. - .� I`. .. . .. .T- '!tom' rr v K. i -1 11 'J. •1 rR. 'r - _ D r 144 /. - .. t� dr r ; '� 1. A D -ti A r� i h .� , r,. _ >` . '- _ •d iv1 4 , .. , ✓ M ). M 1 1• 1 -.� .-_ - ,y , __�---••` .-...._.-. -__._i. -••--- -- .�_. __ X266 '•8 1 . - 1. i '+. - --r--•^•.mss-'-"�' --- . _ _ _ .� --T-- - - ;. - - - - _ _-- - _1_� •v -. �{ ' i - +� ..Y. 4'; .. . - F: �,,L 4'., i.. - 43 .I,w . 34'�" I - » " .3' t ', '� ; ,». / N » -•. _ .,�,^.... 4 ''y - --_- . -- J - _________f____ - ----� _--_-- -----_-_- �- _ 46' 7 i 34'-1 I i '. I. • ' _ _. is , _- _- _ ___ .__._ _ 3 5C C 20' 11 ' I ., I ,- j ' . . ._ - I a. . b , Alt'nt �e ,, .r . / I j MS-t: MOP L(NK. Y VcNT . - --- , - - PERFORATED PVC DRATN PiPE• UP IN W;LL & OVEP TU Y.T.R. i I FOR CONTINUATION OF I �� .• �\ ;`; ' ' . / . IPERiME?-R DRAiN PIPE+ 1 It , / r (TYP. AROUND BLbGr PERIMETER. I I I . �1111 �,' ,) / /6' SEE DETAIL 1/P-2A. SEE SHCET RMP-1. I 1-�OiP SERVICE SINK FURNISHED - . I 3 COMP- PkOC'UCE PREP SINK FURNISHED ..,:, / G i I BY OWNER. INSTALLATION BY Pt RG. i ; BY DMI�A. INSTALLATION BY PLBG. L /,.•� a-� �- I CONT.. SLE SHEET RMP-t FOR , CTA. INDIRECT CONN. TO FS-t. I -,•-- - - .- I IND CONN. TO FS-1: FLOOR r ... .....I..... ................ .. S1NK. ISEE DETAIL 10/P-4. I -!� FLOOR SLAB. '✓ ' . - !• �- E_, DRAiN P!rE BENEATH SES DETAIL 12/P-4. A - -•................... ...... PRODUCE COOLER PAD nRAIN� / ' I PIPE THRU WALL OF cGQLfR TO t S" RELIEF VENN UP ALONG I ' 'FS-1: FLOOR SINK M/2' f I ,-, Tl - / 8` kw a j � pISCHARGE INTO HU-t. PROVIDE. "I' - I WALL b OVER Tp 3 V.T.R. j ' 'LENT TO 3' V.T.R. ' I.*.( / t/8"/FT. SLOPE I AIR GAP. SEE DETAI, 2/P-4 3 1 • �� p . o - - _ - --/ - - - -- _, - _ -.__. -- --------- - _ = . i 11/A 7. `� 3 I . =c / \,1 7" 1/8'/FT. SLOPE � ` �( . -_7 71 I _ _ ___ -- -- - - HD-1 I I 1 HD-1 i HO-2 -�-Y HO-2 I �_ HD-2 HD-2 " I •' . . ..r I '� - 11 1. co-t ; I t 1 \ .................... y. •r •.■■• :...... •....r...• ....■... r..,rr.•.. .•... , s■a++a-1i... • ...w,•w..• •■....,■.• .....�• .■.. • 1 •......�.■.. ' '� FD�4 �, 1 FOR CON NUA ION -- , • PERfMETE DR IN PIPE CONNEC B Rw TD 8" Slrc --- �, • I --- I - T * ' ,�♦_ 9_ • I _ ... .. 1.............. I ........ I ........�..' ' r............................ ...,{ .. . �•. - ♦♦�-�� / SEF. SHEE R -1. ............. 1 .... ......... .. _I . . UTI_I T ES ie S'-O" FRC,.( BLDG. ♦ CONNECT' 6" RA iNwASTE I ) ___ " 1 + I r 1 I I » N } ✓ HAND SINK FURNISHED BY 1 ( - COORD• LO . w/ SITE UTILITIES : ♦ PIPE TO 6" DOWNSPOUT WA I ( j ° 4 r " 1 , 3 "E-------_-4' N • 4 3 V.T.R► � , ♦ L_. 3 1 I/V.T.R. I I �-""4 4 5" ��I s4/ OWNER. INSTALLATION BY I CONTR. iIN ELEV. = Z'-U" BELOYI CO-3 a BASE OF OOwNSpn1(T• FD-J-_i 2" VENT UP b OVER FS-1: FLOOR SINK w/ ♦ I 1 I _ 1 PLBG. CONT... 1-1/2 VENC -, F 1N. qp i I ABOVE GRADE. (DOWNSPOLI I-1/SZ� \ /TO Y.T.R. I 2" VENT UP TO 3" V. i.R. I 691�L (E,NCH DRAIN CO-� �F (\�� V.T.i. ,� Ig ♦ `l _� ,/ �� CO-1 » CO-1 I ,f Y 1 Cly --�•-- �-N•••�.' cw� .i` 4 p. UP d DvER TO v.T.R. .,_ 1 CO-3 PrtOVIDEU d INSTALLED B j? p"� / / + �• p1.��. �.i..r .. ..�..��.��....�.�� ..1� ��..��.�..�-p��..� •.�� T�...Cwv��-.....��♦ I ♦N ; f 1 GEN. CONTR. ) I / I 1 / �>✓ 1��1i-I CO-1 CO 1 i / , I HAND SINK FURNISHED Br OWNER. 4" VENT UP IN WALL i / - I 1 I i / � ' / + ' 1 » I » o �' 1 HD-2 ? VENT OVER IN IOW TALI _ I • _ 1 I K. / : I I 4--.� I-112' VENT PP & OVER TONVRT. I TO 4 V.T.R. 4" // `Di 32.111 . 6. LIP INFULL HE iGHT WALL.I I I I I - I 4 i / >•' 2 VE V R. • OVER TO V.T.R. -'� _ 1 1 1 I `1 _ _ ' �" I = .� I �, *, 1 1 ...,.••r.....•....•.•.••.• -■• CO-■• •• • •w.,•._r....l.■..r......••.rr■■�■.■-.-� �.-�■. .-r.-■ / •7, ••r.wr...r•......•........•....0. '-• 1 -. • . ....................•....�•.,....a■■.•..r..........• ...r.. ......... r.•rr��.�r,■r.•■r■r•�r.��ll r•...,..,.• i �r�.......r.•.-....r. a_r• .• •.•Gr'-r,.-•:..a■•r.•••• •r,.•w� I . / I Y T 1. r ..j 1 "' , Ln Lm y'. t on / ' 1 1 ° ° i) { ° I ��• HANG S[NK FURNISHED BY OMMER.I 4 Ii 1 -� 1 ;a 1 n I 1. - - / T is I _ ------ ._ - -• --- - t�El I INSTALLATION BY PLBG. CONTR. SUBGRADE ELEV a 198.5 t1'-b' BELOW I I IE____--5 I w + ,� . .. :. / w• 1 I ' o --_^ _�-= - IMP :f FOR CONTINUATION OF lFOR CONTINUATION OF PERIMETER DRAIN PIPE. CREASE# COMBRY . WASTE `En�SNT. FOR CONTINUATION OF SEE SHEET P-2A COMB. WASTE-VENT d SANITARY WASTE LINES, I� -- SE HEET P 2A.F-1 I 1 ( , , , 1 1 MOP FOR CONTINUATION OF .......w.....n..•ww.................■.:....■. .. ..«........ - _ • I,. 3" _ ' +w....•• -•r• ■..••w••-- -- w• -.....w.. .- •.w••...�••rw..••• -.•.w•............ •.... • ....•.•.••w... •w. -..•. • . •"■.••{ ILn • -. .. .• PERIMETER DRAIN PIPE. ., ,,,�---,- - 1 1 5�� 4" .. ----�- cJ 2"VENT UP. SEE • H -t-� M SEE SHEET P-2A. I I HO-t 1 �� T. ,�--I -- -T+'r- -- Sw ---�_ --%70 / _ - 1 1 ! 1 I ��• I I I I I 'I' IF- i"IVEN UP 0 ER - - - - a I — --I - - - - ._ ._I.- - - - - - - - ® - 4' �;I�_ �3" 14 GW a � Tjv.T R. 1 I I ! 4" VENT UP. SEE_ ! qr SLOPE.L I HD-1 _ _ "-_ I SHEET P-3 FOR CONT. I h I - 4" VENT I 1 _ I I I I ` VENT P ROM { ' CO 1V5- I I - 11 '1I -V• ' C T SINK d VER I `_-,a, _ CWV - _UP !N WALL TO v 4" CO-1 . II �� > TO T R CON R SINK I I I -----�► 1 ; FU N I ED BY 0 ER. i ..........•............w• 4� V�T.R.,� I 4" r ' IN TAL ATION BY PLBG. ' { r .............................. . ■ "... l ...w..•-.• •.••....-.•••• -.•- .......-- -•'r. .......... -r...•-••••..-• -•••- ........ ...........................................•......•...............--•l, . •• • •- •� CC) TR. h I 1 ' I f { : r-f9-Pr OOR DRAIN IN 2" VENT UP IN WALL. 1-1/2" VENT UP: SEE 1` -BOTCUSTOM � - -_ UNDERSLAB DRAIN PIPE I � � 2 VEN EE SEE S, r ui P-3, COMP. --- - i r. I, ' CAST- N LACE MOP11 TO TERMINATE NO MORE I '� d I - I SHEET P-3 OR CONT. I 1 'I' " �SlNK Y 'N. CONTR. THAN 5'-0" FROM BLDG. �at % CO-1 " SHEET CONT ' TOP E AIL 0 1-) 1'-1". �, WALL. (TYP,) ' I �� I ! I I Q 4 '�� il' S FS-1: LOOR SINK W/ kll� " I HD-2 I I I CO-1 p I ,, 3 I 01 vET R. 0 ER I ,,, • _ 1 . ......................................... •... ..........................................................a•--w..la••-■••.---.--.•w•••-■...---■•w-■---ww■-■.-■--wwwl .•- Zp ■----•.•-•-•-• —i�� I -•....,,,I _ I ' __— —� 1 B: ' / A+7 �Fqq tip .i...... -- t .J. .- ........... M I •■...........•. ...w. 1 r " �I �f 4 FD-3 ........ .......,•................. 1w.... ............ 1 I ! I I '��2 -- s � , " I' • 3- OMP PIZ A REP SINK IN 1 3 •••. I 1 I I 1 I�f— HAND SINK d OVER TO I ' 1-1/2 VENT UP FROM ® I � I "''�____ � � ' IN TAL AFU TIB B y 0 NPRBG. { 1 CO-2 i� CO-2 •• - > J ,4" I I I I Y.T.R. HAND N- 3•-- �a��-_- - 11. .: __ sw -------•- I -� o��-_�- •.•w_-,_ sw- -/ 1 _ ( �_ _ I I, , R _ _ �.{ f+( .. -_ - 1 - / CO 2 -, /� I t� I , I_ I �I I fill 'SHE BY OONIzR ` G. I, , FS 1 IRO• CO k TO I I IN LATIDN tj1 PLBG. �#a� FS 1• LOOK HD-1 -->• I I,, COIBi, II 1 K. SEE 1 _ • •�- I .. •.-..•.•.•.••-••....••..•.•.... 7 1 (111 1' , DEAIL 10/P • 1 " 1 , 4 ._ .... .......... .... ......�.. .. r..,... .. ..... .........�................. ..�... ... . ....��............... --............... . I I - •-- - ... . I t -� .I.. .. .. ...... . _ �� I j T� I 2 VENT UP IN MALI. ' I - ALONG BOTTOM OF - I , ' r I I , I I I 6« Gw a OO _- _PRECASI. ID_MEZ7 _ _ - _-- 1 1 SEE SHEET P-3 FOR CONT. _ . _ . _ 1/4`'/FT. 1{D , 0 ---� I SLOPE.--��_ A 1 4• RELIEF - - - - - - - I CO-1 ............r....r.•-•-,•............................... ......• I ••r••.•.� I l ! �•. •• - I VENT UP AL G - 1 � d s •• ! I COLUMN TO OO I; I •�.. ......... 4" V.T.R. ----� I I I� ❑ li j 1� I ..... ........ ................................... .. .... .. .�............ ... ........... .. ......... .. •........ .................... UNDERSLAB GRAIN PIPE 1-C06,p. STORAGE SINK FURNISHED . _ ._ i '" ""•••- •• -. .. f � TQ TERMINATE NO MORE BY UwNER. INSTALLATION BY PLBG. � - � � , ............W.,............. - THAN 5'-0" FROM BLDG. CONTR. SEE DETAIL 13/P-4. � �---� WALL. (TYP, ) '�I " 4 VENT UP 1N I 2' VENT UP. SEE SHEET P-3 FOR CONT. _ I WALL TO 4 V.T.R. , TD is " I I I _ I SUBGRADE E EV• a 198.5 11 -6 8 f.0 - I Ir �� TRENCH GRAIN I FIN. FL. ELEV. ) ONTRACTOR 4 DU REI I I I I 3" HASTE DN. FROM UPPER LEVEL. (69" LONG HD-1 4' i 5 1 I TO PROVIDE d LA FILL AND 'ND RS lA8 SEE SHEET P-3 FOR CONT. - CO-3 3 HO-t 4" • ' `_ I CO-2 I f { ............... -- ._w.q CO-1 _ - - d PERIMETE D Al GE SYSTEM ER I If 1 I DETAILS t/ 2 /P 2A/ d SP CS I I I ® I 0 3" ii , i 1 +� �I %••......... - ... I / .. /• ..-....... HD t _ / d CO-1IL -3 I I .• /� ..• 4" 1 t•- HD-t 4"... I .. ----- -- ------- ----• H.. ......... .. .. .I•....•.". .. ......... ......... ................. .. .w. ....... �I HD-1 I 15 D •� -.- ......... ....a -� •--•- ------ 01*00..��. ...........� 1 1 1" _= -�• I I -•2" SAN. WASTE ON. FROM l _-___ GL� - `^ I I I F-4 d MS-1. SEF. SHEET I� 1 PENT r IN WAL 5=-_�I 4" ALQNGF VENT I I I 4" RFORAT 0 PVC DRAIN PI E I 1 1 I P-3 FOR CONT. I � CONNECT 6 RAINWASTE--�.• - � 3- T7 3" V.T.R. I I UP AL NG COLUMN „ { PIPE TO 6 DOWNSPOUT W/ I Q I UNDER FLOOR SLAB. 15 -0 M X. , I ' C -3 TO 4",V.T.R. 1 I I SPA NG 1/ 6"/FT. SLOPE. I TYP. 1 • Co-3 a BASE OF DOWNSPOUT. Co-3 I I I LO_t 1 � I S ABOVE GRADE. (DOWNSPOUT I I l C00 :117- N.• ,REASE. d I ; PROVIDED i INSTALLED BY %1 1 I 1 - I ' GEN. CONTR. 1 �r �� I FD-1 I I I WAS LINES SEE DETAIL 2y -2A. CO-1 .. .. .............................w..... 3 ... .. .. ..... I ---- —y 1 / I - .y. w. . . ...... ... .......... .. .. •j----•---. .... ............ Q I 1 I R i 1 I 'I !' � 1 6" ERFO AT D PVC 1 If 1 LH-2: LAV w/ 1-1/2" 1 1 I j,0-t I " !� H 1-t 4" �5, r......... ...... ............1. ........r.......................w.. - ................1..... I .I _ 1 7 T;. ..........; IDR IN PI E• ITYP. VENT UP IN WAIL d . 4 5 w - 1 ' SE a� I 6' Gw a -n t-m -Y,IA�ft'-�N: IN IMAL �-- I AROUND Bl A DDG /PERIMETER. 1 OVER TO V.T.R. r t/q•/FT. I I IFROM'UPPER LEVEL. SEE I, I c• 3 _ _ — — — — — - — — - - - - — • —-—- —-—- — - — — _ � I 4 - �- 1. 1 I - 1 SLOPE. I I I SHEE P`3 FOR CONT. _ --J` - -•--- Ae 6" Rw a ' I WCH-1: wATERCLOSET w/ ` - V-�--- - 4- ----- -+ �� 1 I t/8"/FT. SLOP 1 2" VENT UP IN WALL d I - 1 ( I I OVER TO V.T.R. I `�' HD:1' HO-1 h � - I � I � � � — _ I � ,,, 1 , � I � , , � I I I �__ I 1 1 '-HD 1 1 3N CONNECT 10' RW TO 10' SITE ' •-•-••;••.. ,.. ..•-,,. -,•-.,•- •,,, �. - 10' Rw a ; 1 .......'.......... ... .......... .. .. .+........ .. ............. ....................... r I _ -----•.... .. ............. .... �........ .. .............� .............w..........----...... I 1 1 f 1 • UTILITIES o S'-0" FROM BLDo. � I I COORD. IOC. w/ SITE UTILITIES 1.11"/FT. SLOP �I I { CONTR. INV. ELEV. = 2'-0' BLLOW ---__ - 1 1 4 I h` _ I �� ,� l i l - I I FOR STRO M = - I GRADE. 1 EXTERIOR I I I I I I 1 '�� • - C1RA[ . WASTE, d - 1 { I CLEANOUT ! 4 I I CO-1� - _ SEE DETAIL I " I _ SO TRIC LA . qqq _NT tP[N , EE I I I I I I MS-1: MOP SINK 1 � i 1 _ _ --_`` -- 16/P-4. _moi ' 1 _ I I COUNTER SINK FURNI +C+ 1 + F - EE P-6. z r- - ---- ---- - -------`-- -O CO 1 I OWNER. INSTALLATIO Y ® 1 ( FD-i I _ '� I I qN I 133 (-1/2 ; I -- ... .}. .. .. ...... I ,.. ... PLBG. CONTR. 4-- ' ...... . •.ww.... ..... ... .I -- ... . . .. .}. .{.. .r. .-..., .. .�. .... ..... ..w....•..•. ..- ....... ..................--..•- . - ..... : w,r.w.-. .... . ............. - - -- . .. . .. .. { 8 RW a , 6 RW a I I I 4" 1 - - _ 1 1/8"/FT. SLOPE 1/8"/FT. SLOPE I (� H0� I - ---- - rl I J J IY 1 M = I I I 1I 1 4 r I I - 1 CONNECT 6 RAINWASTE I I I I 2 COMBINkD VENT FOR MOP SINK -� I 7 _ I - - I F1PE TO 6 DOWNSPOUT w/ 3 I I OVERUTOEV,T�RK. UP IN WALL d . ' I 1 _ I - - - CO-3 , " 1 I f I 11Dit' �•Pj, �•• HD-1 I 4" 1 I 1 1-1/2" �. _ I CO-3 a BASE OF DOWNSPOUT, I I I 1 j�] - _- w J. - I- I _� I m 3" -� �J VI I 3 VE T UP. S E Q ABOVE GRADE (DOWNSPOUT ; I ••••• -} .I. ,- •f ��• _ V. R,( __ _�V-_ _, S EE T P-3 CONT. _ I PROVIDED d INSTALLED BY 1 .. .. .. .. .. .. .. ...... --•--... ........ ..... ................. i ---- J �� 1 " GEN. CONTR. ) (w ...2;. VENT UP INWALLd•OVER....r............. .. ..? 4M.....�..... .N.....---•-• _ .I ... ...........� AZ I I HO-t I I I TO V.T.R.I (2-TYP. 1 1 . I 6 GW 4 ' ul 1 i ' 1 - - - - - -- I ( 1 �- _ �i �� HD 1-� 1 (-� 1/4"/FT. X 3N �� " IFO- u I _ /I -- - - - - - 0. - I SLOPE. L!a�.l �` I - - - ---I- - - - - I I r - - - -- - - - - -- HD t- , I � (-1/2 ) I - - 1 — > I — — - - - — - — C2) I 6' RW a I HD-1 s T I � I " � r , ____ --- 1 1 1/8"/FT. SLOPE " 1 I I I 3 I 3COW `BAK RY PRE�-' q I 1 -- - 1 URNIS ED BY OWNER. 1 1 .. .... .`. ...... ... .. .. ... .. .......... ...... ..... I I ----� 4• I SINK -- _ I ; 1 - - " 4" .. ,.................................. ...........................--•---... .... I • ....---..,... ..1 ...... .� .�......�..... ' ......... I STA LAT 10 B PIRG. - C NTR IND. CD N. TO _ 1 I F -t: FLOOR SI . SEE - { ' 1 1-'/2" VENT UP FROM HAND SINK j I ,,,TD-1: , _ >' I UNDERSLAB DRAIN PIPE I HD-/ I I Lu 6" PERFORATED PVC DRAIN PIPE. ---�� I TO TERMINATE NO MORE I """0 1 I FD-3 I ,TRENCH DRAIN f D TAI 10/P 4. d OVER TO V.T.R. HAND 5'INK I { (TYP. AROUND BLDG. PERIMETER. ) I THAN 5'-0" FROM BLDG. h ! �1 I I l FURNISHED BY OWNER. INSTALL- 1-1/2") I u ;!:TRENCH LONG) ' 2 VENT UP = - { SEE DETAIL /P-2A. . 1 MALL. ITYP, ) I I I ATION BY PLBG. CONTR. 1 1 �I, "�'�ALOr1G RAIII G 1 4- I I _ I I 1 HD/ HD-1 Ili 3- ......................... 1 TO 3" V.T. �- -�_ -� 1 2 SAC WA TE IDN. FROM ' 1 ! ... .. _ I I ( I `-- - _ �--�-- Fb-2. SEE E T P-3 FOR ¢ o _ .�.-• .�. .�. I 4L. ,� CPNT. CONNECT 6" RAINWASTE I --....... ••-•-- -_ a- -- 1 •�) ....... -- --� ` I ... . I I h I , - PIPE TO 6" DOWNSPOUT w/ - -- . ......................w..•.w........... .... .....-..----.r.--------- .... . 1 ...... ..... �� - - ........... fL00 S NK w/ ?." � w _ w. .. .. - _____ o CO-3 a BASE OF DOWNSPOUT. ' I I IL JI I q" HD-1 I FS-1 W z �- - - T ABOVE GRADE. (DOWNSPOUT + I I - �� I I I �-�� I i �'- - ( W PROVIDED d INSTALLED BY I 4" 1 �6. - 1 (-1/ I ALO! 111 4" GWa I r - vI NT P TO 3 V.T.R. Z R / I (-1/2' FU N NST LL N 6" GWa FSS �' 1/4"/FT. r �7 I : I { GEN CONTR. ) s ` I = - -) N J ' ' CO-3 '� "- _ I 5 I 4 TD-?. C. AS E P! MA! fl•• , SLOPE 1 { z - S. P _ N�-1 HD-1 I f TRENCH DRAIN M FLOOR SINK + Z U I r -L-F -1: F L00 SINK W/ 2' z I ..................... ... ... 1 -:-�..-. �. - ..` .. .. ... --� 1 3- I SLOPE, I II FS-1 1 I I WU. '` 1 •, -�- .�... .�..........r.......a..... .. - 3' 1,08"LONGI TO GRID 2. CO-t �� _-- -----_ -- 1 •HD-1 - - .. - -.I. ... ......... ...... ..1J............. A VE TO J.T.R. t _ 4 -� �1 . I� 1 .....N 111'111 '•I .. V�NT P � _ CO- -- +- J ----- SW---- --- ` ( W CO-1 s 4 ! - - - - CO t 1 r _� f � / cwV-_o_- -I --- -------------- -- 3 C' Cwv, �- -u------- �I-- -- -- %- -.� _ _-- ------ _ I -'I Cwv�-- - - ---- - - _ 1 4" , V.T.R,I • LL �� 3• ` I , " "_—_ I „ . �� r _. FS-1 SII I iy-- , r - I CO-1 �. f 1 aF P/,.84 1 I 1 I 3 ♦ 1 CO-, V NT U A ONG � r ' V.T.R. ( -�� I 4`� 77 �``-' "`--1�1 V.T.R. FD-4 __ _ FD-5 FD-5 /1 I' FD-3 ' V.T.R. I 14' I ! 4 3 E-4 q t I,1 1 �TAV TbROVER TO { , I ♦ I /2 > I F -3 l - � -- -- --SW -/ l-1/2") 1 W 1/2") >� _ I - i ---- V----------V--- �' NV.T,R. 1 • ,., I �• , f� HD_ 1 �� I I 1.. 3" _ _I I F�-3 I� 3" > . _ -•.............. !\ a*.-•-vim ■-�--w• -w", 1 -•,1■wl■-"w• -w- ---w-■•H('=1'1 1 ....w..-... .•w....w...• _--__"- -- •_r 1 Z _ l -- ityF.•FS-1- ..... f'1 ....--\rt..� ................. .. ..... ....... ....... I �I .... -iHD-I h.......---• ' I U -' r- - - -- - CO-1 + 4" VENT UP IN WALL d I ` OVER TO 4" V.T.R. DFH-1: DRINKING FTN. 3' RELIEF VENT UP IN 1-1/2" VENT UP FROM HAND. SINK d OVER 3' RELIEF VENT UP 1-1/2" VENT UP FROM HAND SINK d OVER t-1/2' VENT UP d OVER WALL d OVER TO 3' V.T.R. I TO V.T.R. HAND SINK FURNISHED BY IN WALL TO 3" V.T.R. TO V.T.R. HAND SINK FURNISHED BY ' - - TO 3" V.T.R. OWNER. INSTALLATION BY PLBG. CONTR. I I + OWNER. INSTALLATION BY PLBG. CONTR. FS-1: FLOOR SINn W/ 2" f VENT UP IN WALL d OVER I TO V.T.R. • I 1 ~ _ 2" YEnT UP 1N WALL b OVE ECT - ED EXTEND COPPER OR C.I. INDIRECT COMP. BAKERY PREP SINK FURNISH -----"-•------ s'--�_•---•~ ••--•-••-••••••••••••- ,- ,-„ ,-..1--••-, --3 � WASTE FROM STEAM KETTLE TO I BY OWNER INSTALLATION BY PLBG f ; `1'i = ...w.. -• - .l. IU! - r� .I. _ ,- ---� ... TO V.T.Q� FS 1: fLOUH SINK. CONTR. IND. CONN. TO FS 1• FLOOR -j- SINK. SEE DETAIL 12/P-4. , ,: ~� 6” PERFDRATIO PVC DRAINIPIPE. I --- • ------_-_ - I - It ITYP. AROUND BLDG. PERIMETER. ) V 48'-6" r - - 42'-11" y`' -y _ 46'-7" SEE DETAIL 1fP-2A. " I 34 -2 32'-0" I 48'-7" I 2T'-g" 232'-0" � - , --- - - -- _--- - -- -- -------- - __ _._ I 280'-6" -- _ FOR CONTINUATION OF I �AA i ----VENT* PERIMETER DRAIN PIPE. r QE G F ,____.•_ ' �� ' I (` CONNECT 6" PERIMETER DRAINAGE PIPES TO 6" SITE ^ �/ UTILITIES CONN. a 10'-0" MS-1 , I FROM BLDG. WALLS. INV. �- z ,�. i MOP NK { ELEV. = (-) ll'-O". COORD. w w/ SITE CONTR. 0 z > cl •scot j c) W y I 1 �3" 1/4"/Ft. 1 40 ' W —- –_ — LOPE. _ _ — - a— - — 5 Q cr < - Gw �, CO-1 1 11-1 2 VE 4T P Q ' -' w MAN SINK d OVER „1 1 ' 6' Gw i 0 T.R. HAND SINK �>� 1/40/F 1 F -3 1 IF (SHED B OWNER. s C 11 SLOPE. 1, ' (-1/2"1 IIN ALLATIO BY PLBG cr .} ' ' I CON R. ---„- IFR !SHED BY OWNERS „� Q -t/2 VENT UP. SEE + INS ALLaT 0 BY PLBG HEET P-3 FOR CONT ♦I ICON R. IN CNN. TO -y ,.._CWV. _ ,-, IFS- . FLO R INK. SE N. �- CO-t I 1 I__ }lQ t IOET IL 10 P 1. ...... 1 .�....... ....... - :t, �- - I 4' VENT UP d OVER I, ' FS- • FLO I INK W/ MATCH _ _ _ _ 1 11f-- SEE SHEET P-3 FOR CONT. 1 ; 12' ENT U OVER LINE-_ - I . TO .T.R. I TYP.I -T II I IIIA � •�� 11 11-•C MP. I _..! I FUR 1 SI4ED B OWNER. �- 1 ALL 0 BY PLBG I IINS a - ...---.; ....1,L...................---------..... 1. I CON R. IN). ONN. TO _ i I ....... to . FS- : FL R INK. PROJECT NUMBER GWa - `� 14'IFT. 1 , 0 �; I KEY PLAN 210 .0 --t ---- - --- ------ I -•--- ' I- - - -- CU-1 111 0 �- _ SHEET NUMBER , I' , I FLOOR PLAN ..:. . ....:.I:;,.... ..�..°................ II I _ - . P .. --'ttrU �. r DARTMOUTH, 7500 13UP 93-0253 4 OF 18 mm n -----.FOR TO BUILDING DRAIN. C ( (` CONT., SEE SHEET P-2A. 11/2" CHECK VALVE " ± I 2 VENT UP�� I TO 3" VTR - 2 VENT UP FROM LOWER LEVEL 10 �1 GATE VALVE 3" V.T.R. SEE SHEET ( R- I P-2B FOR CONT.- FLOOR I i - - - - � 140 FLOOR LINE ( /PIGGY-BACK PLUG �_ I I - CONN. TO WALL RECEPTACLE 2" VENT UP FROM V ADJACENT TO WALL LOWER LEVEL (MOP SINK) UNION d OVER TO 3" V.T.R. SEE FOR CONTINUATION OF I 206 - SHEET P-28 FOR CONT. HOT d COLD WATER PIPES. I I if REMOVABLE COVER 1-1/4" CW d 1" HW PIPES •'� •' / WITH GASKET -v -` � .P. SPRINKLER MAIN;. SEE SHEET P-18. SEE SHEET P-18 FOR CONT. I ' - -,ON. IN WALL. SEE `- "- 3" VENT UP P-1B FOR CUNT. SHEET GRADE ;c L'UCt o o-'- o ALONG WALL d - - - - - - - - - - -- ' •- I OVER TO 3" V.T.R. > �, t C 2" VENT UP FR M - �� 1" VENT UP F / LOWER LEVEL T� r I z FROM ] V.T.R. SEE SHEET a • 9 I I _ __ _ ROOF. REGULATE PRESSURE �r== -_' / ! GAS PIPE ON. I .-� SOWER LEVEL TO --- - P-28 FOR CONT 1 4" V.T.R. SEE SHEET • 7,3 94 ' ff�,�1-) ON. TO 7" w.C. SEE SHEET �Jl P-20 FOR CONT. �y i MAIN DSIRIiU P-16 FOR CONT. n FIBERGLAS SUMP BASIN \ SPRINKLER CONTR. SHALL PROVIDE XR- Z=6 SWrIIB (< d INSTALL A DRY PIPE F. P. SYSTEM 03 " VENT 24" DIA. X 100" DEEP � ` 1N COMPRESSOR MEZZ• l9WERLEVEL 1QFROM DRAIN LINE FROM ~ V- --\-d I P"28•FOR'CONE) SHEET RECEIVING PIPE Q 3" C014NECT 2" CW SUPPLY TO 05 _ COMPACTOR DRAIN. - i �� / GO-2 213A OWNER--FURNISHED HEAT RECLAIM cl w-' T WATER STORAGE UNIT. SEE ( 7 CO-2 z SHEET P-1B'FOR CONT. I I ' 3" MINIMUM FU-1 � j FD-1 EMCR-LNCY ; - - 2" VENT UP FROM LOWER N LEVEL TO 3" V.T.R. SEE FlEa-01 GEtJEkATOR � 3" SHEET P-2B FOR CONT.- HIGH LEVEL Q 24" FROM BOTTOM FD-1. PRIME FROM F-3,RM. 1 1. C N T P-EE 5 EE 28. CO-2 W IT � I C) -�- _ - SP-1; SUMP PUMP ! -_-_ - -G- -- - -` - ---- ; G-I- 3" CWV COWN •IN WALL. e. = 2" VENT UP d OVER TO i `05 I LOW LEVEL Q 6" FROM BOTTOM V.T.R. SEE SHEET P-28 START LEVEL - 3'-- FOR CONT. OF WASTE, CONCRETE PAD FO-1 I FOR CONTINUATION OF GAS PIPING ON ROOF. d ( J DETAIL �- RECLAIM-HEATED WATER 4 _ N.T.S. I - PIPE. SEE SHEET P--1B. I P-3 SUMP BASIN WITH PUMP 1 4 4 4'-,0, G' 0- 204 PIPE D q'.Ty1R ROOF. I I D 5 ,7 ,Ot ) RECt)LAfE-PRfS URC TO I CONNECT 2" WATER PIPING 4 W.C. MAINTAIN 2" PIPE SIZE TO OUTLET OF HEAT RECLAIM I L-T- 12' I GALVANIZED PIPE TO WITHIN 2'-0" OF CONN. o FO-1. 1. SE FROM f-3, WATER STORAGE UNIT. DRY PIPE SYSTEM TO EMERGENCY GENERATOR. 1.000 CFH. RM, 121. SEE SHEET P-2B. I WET SPRINKLER MAIN COMPRESSOR MEZZ, TO SYSTEM WpISYSTENLER MAIN SIZE CALCS BY F,P. �- 2" WASTE ON. IN WALL BELOW. CONTRACTOR. SEE SHEETP-28 FOR CONT. _ MOUNT 120 T ALARM HORNS ON BOTH 2" VENT. UP IN WALL TO Y.T.R. INSIDE d OUTSIDE OF EXTERIOR WALL I ELEC.CONNECTIONS BY ELEC.CONTR. COMPRESSOR MEZ7ANINE 202 I 1/2" GALV. PIP( I I , TO DRY PIPE SYS, - - _ 3• I V.T.R. I I f I I GATE VALVE ( _ iv, SIZE CALCULATED I I_I I /r (TYP.) BY SPRINKLER j r I -_- CONTR. /�� I .�- CHECK MS-1: MOP SINK. 2" VENT I o `� I .111 I PRESS. I 2 UP d OVER TO V.T.R. SWITCH 2" WASTE OVER TO DROP I - \ " I 0 F-4. SPRINKLER STORAGE �/FLOW W/PN SWITC�Fi"`� AIR COMPRESSOR V.T.R. CABINET � W/PNEUMATIC / I } \ RETARD. I 1/ ' / ALL VALVES & • ' f� I ACCESSORIES F-4: 1N-WALL SUPPLY d DRAIN UNIT FOR WASHER. I p I 1/4" 3 WAY VALVE V- _ i • ' /PRESSURE GAUGE ALARM CIRCUIT VERIFY MTG. HT. d LOC. W/ OWNER. 2" WASTE 2)2 J ' CLOSER. ON. d 1-1/2" VENT UP TO 2" VENT IJP j-I 201 i A= ' I TO 3" V.T.R. 2"GLOBE VALVES I iDRY PIPE VALVE I - 1/2 I ¢ - W/ ALARM TRIM TEE I i 0.S.& Y. TAPPED I/4" �- GATE VALVE EWCH-1: ELEQ. WATER COOLER. -- I 1-1/2' VENT UP TO 3" V.T.R.. Z 1-1/2' SAN. IWASTE OVER 10 2" WASTE TEE I LL.._. ON. @ SINK. ISEE SHEET P-2B FOR CONT. IWALL 4" CHECK I INDICATOR POST VALVE i I _ '. - - _ EEO VALVE � -- I i W/ BREAKABLE ' LOCK CHAIN COUNTER SINK FURNISHED BY 1/2 I AIR COMPRESSOR IURNISHED BY OWNER. - ! OWNER. INSTALLATION BY I LOCATED IN RM. 210. INSTALLATION BY PLBG. CONTR. (1/2' CW d HW I PLBG. CONTR. S '4" COPPER PIPE FROM �= �• MAIN DRAIN - CONNS. ) 1-1/2" VFNT THRU 1dOlE: AIR COMPRESSJri OVER CEILING, OF j THRU EXT.WALL W/ HOOD OR - CABINET, UP IN WALL. d I BAKER TO DRJP THRU CEILING TO ELBOW TURNED OVER TO 3' V.I.R. I BREAD PLANT, WRAPPING MACHINE. A= DOWNWARD STD B-HOLE SEE SHEET P-2B FOR I j= I d MUFFIN MACHINE. 13 DROPS) - FLANGE BY CONT. OF 2" WASTE IN I j I PROVIDE NIBCO VT--580 QUARTER =_ SPRINKLER CONTR. WALL BELOW. ( I ( TURN BALL VALVE (? EACH DROP. 8. Q 1'0 A.F.F. ! I I j 209 I - ACCESS. W/ RtS ECT TO 3" VENT UP FROM LOWER-1 GRADE ELEV. & AUTHORITIES LEVEL (RESTROOMS) HAVING JURISDICTION, TO 3" V.T.R. SEE ❑C 4" THRU EXT, WALL TO - SHEET P-2B FOR CONT. FIRE DEPT. W/ BALL DRIP, I _- LQCATE TO PROVIDE MAX. USE PIPE STANDS AS SUPPORTS 2" COLDS 1" HOT WATER " 1 (16"-4'0")ABOVE GRADE) PER LOCAL CODES. 1 _ SEE DETAIL;4/P-3 FOR ON. TO RESTROOMS. SEE I ( I S DETAIL CONT. OF 8" WATER MAIN SHEET P-18 FOR CONT. r1� + "'I ---B d GICIRCUIT SETTER BALANCE VALVE L _- N.T.S. WET MAIN � 1-1/4" j - _ - - ,- - - - 2 � P-3 FIRE PROT. RISERS W/ DRY-PIPE D155-28A FOR CONTIN',IATION OF T 0 !e=_ CAULK ANNULAR SPACE HOT. COLD, S RECIRC. WATERTIGHT BETWEEN DRY WATER PIPES. SEE •• �" '`�-1,I CHECK VALVE I GWH-1 3 GWH-2: GAS WATER PANELNPEHEAD IF RATIONOOLER W. MIN. FOR SPRINKLERS SHEET P-1B. HEATERS (t 120 CFH EACH. �� SERVING COOLERS I Z AOUASTAT = _ 2" 1-1/2' CW d HW. 1/2* GAS - I CONKS. MOUNT ON FLOOR. � NOTES WIPING PENETRATIONS THRU HOOD & DUCTS SHALL BE W/ 1$" MIN. FOR SPRINKLE-RS FOR CONTINUA'i 10N OF lit F I PIPE RELIEF VALVE TO FO-2. W CNZ� � LIQUID SEAL ADAPTERS FOR LINES UP TO ,". - SERVING FREEZERS CFt[LLED WATER RECIRC. _ _ GA•E I SEE DETAIL 1/P-3. W 2 w NOTE' INSTALL ESCUTCHEONS AROUND PIPING � CE!LtNG PENETRATIONS. � TINE. S,iE SHEET P-18• GATE--- FO-2 � � v VALVE I ICE WATER CHILLER: FURNISHED BY - � -• FREEZER OR r VALVE I OWNER. INSTALLATION BY PLBG. Z -COOLER CEILING FD-2 PRIMED FROM SINK. GRCASE DUCT (BY (- -1 c I I CONTR. ( 1" CW CONNS. ) �� HVAC CONTR) EXTINGUISHING AGENT DISCHARGE NOZZLES TO - _ RM. 126. SEE SHEET P-18. W BE INSTALLED AS REQ'D EKY NEPA INSIDE DUCT. - - 2' VENT UP FROM LOWER z 1 I LEVEL ( TRENCH DRAIN) d - II ACCESS PNL. (TYP) CO-ORD. W/ HVAC CONTR. ESCUTCHEON-SILICONE 2' SAN. WASTE ON., I 1" �\ ATE VE 210 1 OVER 70 CONNECT INTO +' I 2" VENT UP TO 3" V.T.R.. I VENT OFF FD-2. d UP TO W EXTINGUISHING AGENT DISCHARGE NOZZLE RECESSED DRY PENDENT I1��I CAULK AIR TIGHT SEE SHEET P-28 FOR V.T.R. SEE SHEET P-2B FOR Uj _ TO BE. INSTALLED AS REQ'D INSIDE PLENUM. SPRINKI''R HEAD CONT. P-3: I CONT. I ( RECIRC. PUMP. I I_ W FOR CONTINUATION FOR CONTINU4TION OF V 5 ,• 360 DEG. F FUSIBLE LINK.(TYP.) DETAIL OF GAS PIPING ON IJa CHILLED WATER RECIRC. w - 2 N,T.S. ROOF. SEE SHEET P-1B. 1 GAS PIPE ON. I LINE. SEE SHEET P-1B. W � ' I ROOF. REGULATE PRESSURE i !-- �g • EON LEC. CONTR, TO WIRE N SHUT-DOW P-3 FLUSH MOUNT DRY PENDENT HEAD THRU COOLER/FREEZER 0155,20,01 ' TO T" W.C. I > �i O SEE DE MAIL.A3/E 6.R FAN SHUT-DOWN. I - _ �- J _ - ! CORNER �' V I .^�----- f � . Lt PULLEY. mid d _ CEILING LINE- �- --g-f,-- -4 - I ---- -- -'-- _ T - � � VENT ..-..-- �- PLUG CONN. CABLE FROM ACTUATOR ON WET' HOOD \ ter. MECH. GAS SHUT- PRIMARY GAS -� - UNION CHEM. TANK T'0 _ _ 0 F F I CN E MEZ'7AN1Nr WALL OF VALVE. REGULATOR -'- GAS PIPING Or`! ROOF - BRACKET SEE DETAIL 7/P-3. (SEE PLANS) FILTERS AGENT STORAGE TANK THIMBLE (SHOP /t�" - 1 (I" - FABRICATED) OUTER a SLEEVE INSTALL PIPE AS CLOSE AS SCHEDULE 80 STEEL POSSIBLE TO SIDE OF HOOD PIPE W/ WELDED - `� CONNECTIONS SUPPORT FROM INNER SLEEVE AOUASTAT TO SART FUMP CN TEMP. La BRANCH LINE UNDER FILTERS TO BE STRUCTURE W/ / DROP IN l IKIE: SET Q 120 DEG. F. '- ° CHROME PLATED W/ SMOOTH FINIS HANGERS , RETURN LINE SWEEP ELBOW P-2, RECIRCULATING PUMP I EXTINGUISHING AGENT DISCHARGE ■ MUFFLER I N07ZLE FOR EA. APPLIAACE. MOUNT �-�GATE VALVE (TYP) BELOW HOOD FILTERS. LOCATE PER WATER RC APPLIANCE NF PA 13 REQUIREMENTS. TRAP '� / PROVIDE UNIONS AT IITCH LINE �I CABLE RUN INSIDE �'ONDUIT, EACH END OF MUFFLER DOWNWARD 1101. ! (TY"3.) TO ENABLE EASIER 10 _... --- -CHECK VALVE r- - MUFFLER REPLACEMENT. MIN. IN. RE.TOTE PULL STATION, LOCATE ' J O PER NFPA GUIDELINES. DRAIN - INSULATE ALL EXHAUST PIPING T /� _ PLUG FROM MANIFOLD UP TO THIMBLE // D E I AIL & INCLUDING MUFFLER W/ 3" THICK 2 B & G CIRCUIT I RC VACUUM RELIEF VALVE. r �-- W 6 I N.T.S. CALCIUM SILICATE RIGID PIPE EXTERIOR WALL SETTER BALANCE (INSTALL WHEN HTR. IS �-• P-3 INSULATION. SEE SPEC SECTION 15250. VALVE. VELOCITY I SUSPENDED WHEN HT FIXTURES) W % WET CHEM. SPRINKLER SCHEMATIC FOR CULINARY HOOC. D155-24A NOT TO EXCEED 8 FPS. - • FLEXIBLE SECTION I F REEL 111 HEATED WATER C 16 GAUGF GALV, NOTES PROVIDE SEPARATE MECH. GAS PIPING SHEET METAL OR ___ .� GAS SHUT-OFF VALVE FOR CEILING LINE ALUMINUM CONST. I .06 0 EACH HOOD INSTALLATION. (SEE PLAN FOR SIZES) - - MECH. GAS SHUT-OFF VALVE PROVIVED •' -- - "- -- - - -'- /SOLID SECTION -�.,,J_„� _„ [__ CHECK VALVE BY WET CHEM. SYSTEM CONTR. INSTALLATION GAS PIPING----_..,_ - BY PLBG, CONTR, INS'i ALL BELOW FINISHED 6" TO 8" LONG /�� CEILING, PLRG. CONTR. TO COORD. SIZE REQUIRED , Q 000 ✓ DIELECTRIC ' .�- j EXPANSION TANK � /R ------------ --- W/ WET CHEM. SYSTEM CONTR. • FUEL SHUTOFF SOLENOID °o i UNION l.J CABLE TO BE CONNECTED TO ACTUATOR o�o (TYP) --GATE VALVE (TYP) 1100D ON WET CHEM: TANK BY WET CHEM. SYSTEM _r o o t - r` � �/�CONTR. SEE DETAIL 7/P-3. • SECONDARY GAS REGULATOR - - --- i GAS FIRED APPLIANCE (TYP) ` 4" N.P.T. 125 LB. TEMP. & PRESS. O � GAS PRESSURE GAUGE W1 R, HT'1. WTR. HTR,' RELIEF -VALVE (TYP) ----- - �__ SHUT OFF VALVE(TYP) �'�WITH PETCOCK (0-15" W.C.) BY PLLAG. BY PLBG. , .~ VENTILATING HOLES CONTR CIONTR. NOTE ELEC. CONTR. TO CIRCUIT EXHAUST AT BOTH ENDS FWH-1 GWH-2 RUN DRAIN LINE FLOOR A SNAP ACTION SWITCH MOUNTED IN MANIFOLD TO GENERATOR ENGINE TO NEAREST CD LINE THE RELEASING DE=VICE ON THE CHEMICAL � FLOOR DRAIN 1 TANK THRU CONTROLLED RESET STATION • -PROVIDED WITH OR AS INDICATED I 1 FOR f•AN SHUT-DOWN. SLE ELECT. I J DETAIL 3/E-6. ■ CARBURETOR GENERATOR, FIELD I DRAIN VALVE (TYP) 1 FLEX INSTALLED '9Y PLUMBING _ L _�� • ' " 1 . CONNECTION UNION CONTRACTOR ry PROJECT NUMBER DETAIL DETAIL _ T N.T.S. 3 N.T,S. EQUAL DISTANCES SHALL BE 21 05.0 P-3 MECHANICAL. GAS SHUT-OFF VALVE FOR WET CHEMICAL. SYSTEM D155,18,02 P-3 EMERGENCY G N R E GENERATOR - NATURAL GAS D154,84,01 MAINTAINED ON ALL MANIFOLD PIPING ' DETAIL N.T.S. SHEET NUMBER CP-3) WATER HEATERS WITH RECIRCULATING PUMP D154,03.01 P-3 DARTMOUTH, 7500 BLIP 93-0253 5 OF 16 , rSGTE: - - PLUMBING FIXTURE SCHEDULE I'KE-RINSE FAUCET w/ I SINK COMES PREAWIRED PLUMBER SHALL FURNISH PLUMBING CONNECT.�JNS PLUMBING ACCESSORIES INTEGRAI CHECK-VALVES t _ �,\\ & PRE-PLUMBED. DISPOSAL - O INSTALL WATER FILTERS - --I --- - - ----- -- .� I& FAUCETS PROVIDCD.--� ON THESE UN 1 TS -... _ \ \ 1/2" CW. LINE FIXTURE CONNECTIONS IN INCHES GAS CONSUMPTION UNION C.W. H.W. W. V. GAS IN C.F.H. FAUCET TP=TRAP PRIMER MV#AIxING VALVE EEW MERGE): r rva;h WC-WATER CLOSET wCHiANDICAP WATER CLOSET Ew.H ;ANDICAP ELECTRIC WATER COOLER �(2) 2" VENTS UP TO V.T.R. -- -- H iYDRANTIHOSE BIBB GT�RE.A.SE TRAP FXT4XPANSION TANK UR-URINAL U'RH=*iANDICAP URINAL DF NKINr- '91IK'TAIN i / SEE SHEET P-2 FOR CONTINUATION \ GATE VALVE - - ABC=ACCESS BOX COVER L�AVgTURY LHiANDICAP LAVATORY LT�AUNDRY TRAY F- AC 1 SN=SINK HEATER P L UMP - 1-1/2 1000 p_-pISPOSER AG=AIR GAP PRV�'RESSURE REDUCING VALVE MS=+IOP SINK EWC�LECTRIC NATER COOLER SU SHOWER UNIT --- -- --- --- ------ - - 2' 3 COMPARTMENT SINK •40 MESH STAINLESS AC-2 3/4 1 250 I STEEL SCREEN STRAINER _ - - - MARKa MA)JUFACTUREH MODEL - REMARKS I AC-3 1/2 120 MARKtt MANUFhCTURER MODEL REMARKS 2^ ' 2•, -�/ --- --- 1/2 80 F-1 CHICAGO 911 SERVICE SINK FITTING W/ ELEVATED VACUUM WC-1 KOHLER K 4250ET r� 15H VALVE- ELONGATED BOWL ' - 4" TO GREASE LINE. AC 4 WATTS N--9, .5/B" NPT IN-LINE -- _-- --- - - _ � CHF:;K VALVE (BUSH DOWN FROM • p�_5 1/2 90 BREAKER: RIGID SPOUT W/ PAIL HOOK 8 KOHLER K 4670SC ELONGAf�O. OPEN FRONT TOILET SEAT I I cs-iwi 3" CHF LINE) WALL BRACE: #1771-C STOP VALVE & INTEGRAL KOHI_ER W/ SELF SU-TAINING HINGES Q aR c,W1. FLOOR LINE AC-7 --- --- 1/2 90 CHECK VALVE ON HOT d COLD WATER SUPPLY. SLOAN 110-3 FLUSHVALVE c.o - 1/ ---- _�- - ---- - - ---�._.--- AC-9 (RETAIL "A") -- --- ---- --'- _ ---- SOLENOID (t/2" NPT) -_ W,.H-1 KOHLER K 4268ET ET SEAT 4" TO - f TO COLD WATER '_INE AC-10 (IRE TAIL "A") "- _- _-- 1�? 2950 F-2- CHICAGO 952 - W/ VACUUM BREAKER - �., c•' __ -.---� 11 F- CHICAGO 835 KOHLER K 4268ET FLUSH VALVE: ELONGATED BOWL AC UNIT (FUTURE PHARMACY) W/ VACUUM BREAKER; PROVIDE W/ #1711-C K• ` ELONGATED. OPEN RONT TOIL A W/ SELF SUSTAINING HINGES rINE�E _ UARBECUE - - - - -" 3/4 82 3 STOP VALVE d INTEGRAL CHECK VALVE ON SLOAN KOHLER 110-HL-3 FLUSH VALVE W/ 3" METAL DETAILDETAIL _ • N.T.S. 4 N.T.S. HOi d COLD WATER SUPPLY. _ OSCILLATING ISH BUTTON. CHILLER ( ICE WATER) ----- i F-4 3 COM°ARTMENT SINK W/ PRE-RINSE & DISPOSER 0154,25,01 - P-4 WATER PIPING FOR SAUSAGE SMOKER (ZUBER) 0154,85,01 APPROVED EQUAL: T d S BRASS _ - {`' FISH A (COLD) 1,'2 --- --- - F-4 GUY GRAY BB-20075 - 1N-WALL SUPPLY d DRAiN UNIT FOR JR-1 KOHLER K 4920-7 FLUOR MOUNT; VITREOUS CHINA: WASH ' DELI CSE D OUT ACTION; TOP SPUD ---T WASHER. 2" DRAIN d 1/2" WATER CONN... DONUT FRYER -- --- --- " -- - #1771-C STOP VALVE d INTEGRA;_ KOHLER K 9183 STAINLESS STEEL BEEHIVE STRAINER; BY PASS VALVE EMERC. GENERATOR --- tu!)0 CHECK VALVE ON HOT d COLD WATER SUPPLY. SLOAN 186 FLUSH VALVE � - - 2" V. UP TO 3" V.i.R. --- -.-- � EWCh-1 1/2 --- i-1/2 1-112 -- -- --- � H-1 WOGDFOHD 65 _ FREEZCLESS WALL HYDRANT w/ l-1 KOHLER K 2195 20" X 17" SELF RIMMING VITREOUS CHINA { r EWH-1: ELEC. WTR. HTR. 3/4 3/4 I --- _ VACUUM BREAKER. -- - OVAL_ LAV W/ 4" FAUCET CENTERS. I EWH-2 & 3: ELEC. WTR. HTR. 3/4 3/4 -- --Y---- BRADLEY 90-75 SINGLE LEVER METERING FAUCET W/ TO BLDG. WATER (RETAIL "A") APPROVED EQUAL: JOSAM; SMITH; WADE; Zi RN:� I T A, MIXING VALVE d SURFACE-MTD, CABIN T l ME FAUCET ) SERVICE F-t. F-3: FAUCETS tit 1/2 --- - - -- - _,-- - - -- KOHLER K. 7606 CHROME ANGLE STOP d SUPPLY TUBING �; -ci-n F--2: FAUCET 3/4 --- --- --- - P-1 BELL d GOSSETT SERIES BPR ALL BRONZE: 1/6 H.P.: 12J-1-60. AT W/ ESCUTCHEON. V __ I -� ---- - F-4: WASHER CONN. 1/2 1/2 2 1-112 KEENEY 303 17 GA. POLISHED CHROME TABULAR P-TRA - - 1COMPARTMENT SINK. --- - HONEYWELL L6006CIO18 120 UEG. F. TO START PUMP ON TEMP. J -- -- W/ CLEANOUT 8 ESCUTCHEON ' -- GWH-1. GWH-2: GAS WTR.HTRS. 1-1/2 1-1/2 5 1/2 120 (2) DROP IN LINE. SEE DETAIL 1/P-4. GWH-3. 4. 5: GAS WTR.HTRS. 1-1/2 1-1/2 --- 6 1/2 197 l3) S 3" TO BLDG GRAIN )-S-) yy/ P 2 BELL d GOS�ETT SER1E� 8100 ALL BRONZE; 1112 H.P. • 120-1-60. AT - / AIR GAP H-1'. EXT. HOSE BIBB 3/4 - --- - - --- --_ HONEYWELL L6006CIO18 120 DEG. F. 10 START PUMP ON TEMP. ICE MACHINE 1/2 --- - - - -- DROP IN LINE. SEE DETAIL 1/P-3. LH-1 KOHLER K 2195 20" x t�" SELF RIMMING VITREOUS CHINA --_ ___ - _ OVAL LAV W/ 4" FAUCET CENTERS. 1 ' FLOOR LINE LARD COLD SUET COLD t_-1. LH-1. LH-2: LAVS 112 (MIXED 1-1/2 1-112 - APPROVED EQUAL: TACO; ARMSTRONG; GRUNDFOS: BRADLEY 90 75 SINGLE LEVER METERING FAUCET w/ - - --� _ WATER LINE WATER LINE ) - _ - ,80 TMAS MiXING VALVE d SURFACE-MTD. CABINET MA-1: MAKE-UP AIR UNIT - SP-1 HYDR-0-MAT1C SP25 SUBMERSIBLE PUMP: 1/4 N.P.: 120-1-60: KOHLER K 7606 CHROME ANGLE STOP d SUPPLY TUBING W/ ESCUTCHEON. MA-2: MAKE-UP Al.`'i UNIT --- --- -- --- - - 195 45 GPM @ 21 FT. HD. CAPACITY; - _ SIMPLEX SYSTEMi CAST IRON MOTOR I KEENEY 303 17 GA. POLISHED CHROME TUBULAR P-TRAP W/ CLEANOUT d ESCUTCHEON D E T AIL`. DETAIL N,T S. - M5-1: MOP SINK t '2 1/2 ) ? HOUSING d PUMP CASING; AUTOMATIC UNIT MOUNT PER STATE d LOCAL 12 I N.T.S. 5 * OVEN 3.'4 - - B 1-1/4 250 12) WITH MERCURY DISPLACEMENT SWITCH HANDICAPPED CODES. P-4 1 COMPARTMENT SINK D154,24,01 P-4 WATER DEIONIZING SYSTEM ROUGH-IN PIPING 0154,85,0'1 _ INCLUDING STEEL BASIN d GAS TIGHT BAKERY, DELI OVEN (FUTURE) 3/4 1-1/4 250 COVER. 24" GIA. AND 100" LEEP. LH-2 KOHLER K 12636 20" x 27" VITREOUS CHINA WHEELCHAIR PANWASHER (BAKERY) 3/4 -- 112 46 SEE DETA(I 4/P-3. LAV W/ 4" FAUCET CENTERS. V FAUCET PANWASHER (DELI ) -- 3/•1 --- -"" KOHLER K i3335 wOLGOOSENECK OSPOUTIANDST B.brPDL MAAERATOR. t PNOOFER 1/2 --- - - .. --_ __-.. _-- --- - --'-- BRADLEY TMAS MIXRJG '!ACNE d SURFACE-MTD. CABIWFT 2" V. UP TO 3" V.T.R. P-1.P-2.P-3: RECIRC. PUMPS 112 1 - PRV-1 WATTS 223-SB BRONZE BODY; PRESSURE RCDUCING VALVE: KOHL ER K 13711 3/8" I.P.S. SUPPLIES WITH 2 LOOSE KEY _ __ - CONDENSATE LINES.FROM RL k 25 LB. TO 75 LB. RANGE. STOPS. V - -,-� .-- CASES CASES BY REFR. CONTR. + SAUSAGE SMOKER 112 -- --- 5 --- -- �' � �r-.1---- � KOHLER 34192 1/4" X 2" OFFSET TAILPIECE � - SINKS 12. 3 COMP. ) J/4 3/4 2 Z - - --- TP-1 PRECISION P-1 BRASS TRAP PRIMER VALVE W/ Y-TYPE KOHLER K 8998 1-1/4" CAST BRASS P-TRAP - 1" AIR GAP STANDPIPE; 2 (4) OPENING DISTRIBUTION I I SINKS 11 COMP. ) 112 112 2 2 --- UNITS TO SUPPLY 8 FLOOR DRAINS. BROCAR. IND. KI` 500R "TRAP WRAP:" INSULATED LAVATORY SAFETY FAUCET � __- d ,OOHS KIT WITH OFFSET F-TRAP COVER. TOP OF HUB TO BE ___ _-_ ------- - � � SINKS (HAND. COUNTER( 1/2 1/2 1-1/2 1•-1/2 * PROVIDE CONCEALED ARM TYPE SUPPORT. FI GOR LINE FLUSH W/ FLOOR LINE APPROVED,EOUAL: HAWS: WESTERN: 1 COMPARTMENT SINK. { --_ --- 112 120 - --- - MOUNT PER STATE d LOCAL HANDICAP in STEAM KETTLE 1/2 112 CODES d ADA REQUIREMENTS. cr3r i 4 1/2 55 l21 EXT-1 AMTROL ST-12 4.4 GALLON THERM-X-TROL EXPANSION TANK } • r ' UH-1. 3: UNIT HEATERS -- --- -'- - _ FOR WATER ;EATERS. UH-2: UNIT HEATER --- --- --- 4 112 110 (40 THRU 100 GALLONS) 6 -- APPROVED EQUAL: AMERICAN STANDARD: ELJER; CRANE - UH-4. 5: UN IT HEATERS 4 112 50 12 �o HD-1: SUPPLEMENTARY STRAINER LIR-1' URINAL 1-112 --- 2 2 --- --- EWCH-1 OASIS OPl_F8wM0 CO7. GPH: 1/5 H.P.: 120-1-60 } I FLOOR LINE + METERS J/4 3/4 - - --- --- - PaRRSSTNTEEdCLOOCALLOR WHANUOCAPRCODESNT - - - ---- - - WATER ME E S _ - - _-�-4" C.I, OR PVC PIPE W1 TRAP TO WC-1. Wr.H-1: WATFRCLOSET 1-112 --- 4 2 _& 3 - RADA; HANDICAP MODEL. CONDENSATE SEWER SYSTEM -- 3" TO BLDG. DRAIN PLUMBING SYMBOLS •.-.... � \. -- APPROVED EQUAL: ELKAY; HAWS: HALSEY TAYLOR; �-' -- DETAIL N.T.S. 6 D E T AIL N.T.S. - 3. Plumbing Connectiun Schedule: - - 13 _ - ------- _ 0154,21,02 P-4 CASE CONDENSATE DkAJiJ W/ FLUSH NUB D154,88A a. ADD EWH 4; Electric Water Heater, 3/4" cold and hot ::Ater connections. COLD WATER FLOOR DRAIN �� MS-1 STERN WILLIAMS MTB-2424-BP TERRAllO W/ A20 ANODIZED ALUMINUM CAP "' --- ON ALL EXPOSED SIDES d BACK SPL P-4 1COMPARTMENT SINK b. ADD DFH-1; Handicapped Drinking Fountain; 1/2 waste, and vent COLD WATER _____. CW_ _ ___ VENT THR R F(4" A UN- � . 1 PANELS OF 20 GA. TYPE 304 STAINLESS ES U(� pppp DI STORAGE connections. _- (BELOW GRADE) L S OTHE:RwISE NOTED) �� STEEL a ANY EXPOSES ADJACENT WALLS. X - - - - - - -- - -- - - - ' HOT WATER �- -••-'•-"--• - VENT O STERN WILLIAMS T-35i T-40 HOSE d BRACKET; MOP HANGER _ - TOTAL CUB STORE C.F.H. 5424 HOT WATER CHICAGO 911 FAUCET WITH VACUUM b, C.+KER: MOUNT - - -- ---' HW-- - - CLEANOUT La 3'-0" A.F.F. W/ #1 771--C STOP VALVE d TOTAL RETAIL "A" ';.F.H. = 295 (BELOW GRADE) INTEGRAL CHECK•VALVE ON HOT d COLD PRE RINSE FAUCET W/ RECIRC. HOT WATER RC - / _ INTEGRAL CHECK VALVES. -r /� 'RECLAIM-HEATED - FLOOR SINK -- WATER SUPPLY. CONDENSATE LINES FROM REFRIG. HR FRENCH DRAIN - E3 & G CIRCUIT SETTER WATER APPROVED EQUAL: f[4T; CREATIVE INDUSTRIES TERRAllO PRODUCTS _ - I- I I CASES BY REFRIG. CONTR. BALANCE VALVE. VELOCITY GATE VALVE (TYP) _ - a= NOT TO EXCEED 8 FPS. MIXED WATER M --- ROOF DRAINICE O FLOOR LINE V/ \�I-� -- 1" AIR GAP AOUASTAT TO START (FROM ACHILLER) - IW OW DOWN •-i PUMP P GAS ON ROOF G ELBOW _ _ TOP OF HUB TO BE P ECIRCULAT N UMP IN iLIN; SET 0 1200 - -- - - - - - - - 2" ISLAND VENT. SEE FLUSH W/ FLOOR LINE 1, R I G P DEG. F. ELBOW UP Q-I ---- FLUSH SHEET P-2 FOR CONTINUATION CHECK VALVE / GAS (BELOW ROOF ) G OF VENT UP TO v.T.R. - -- --- --'-• _ RETURN LINE GAS I BELOW GRAUE) _--_ G--__-_ TEE GOWN ;� - _ _-_- VACUUM RELIEF VALVE. SANITARY WASTE TEE UP { *i FLOOR DRAINS & CLEANQUTS _ (INSTALL WHEN HTR. S \ SW - 2" 3 COMPARTMENT SINK. 1` l ABOVE GRADE)) ' ( HD-2) SUPPLEMENTARY STRAINER SUSPENDED ABOVE FIXTURES) _ GATE VALVE �;TQ FSLOOR SINK I I SANITARY WASTE -SV!- HD=IUB DRAIN r 2,. . � RC •RLCt_AIM-NEATFii (BELOW GRADE) FD�LOOR DRAIN CO�LEANOUT DSN�OwNSPOUT 2 .-J I--� 4" TO GREASE LINE. WATER LINE CHECK VALVE N TD-TRENCH DRAIN RC�OOF DRAIN BWV 3ACKWATER VALVE 6"X 4" C.I. OR PVC SHORT REDUCER top JEG.F, H.W.TO BLDG. GREASE WASTE ®GWS _ FS-1 Wi- 3" I FLOOR LINE •._.�- _.•_.•_ �__"_`- - Na Gu c.o. I RAINWATER WALL HYDRANT --- ------ MARKtt MANUFACTURER MODEL REMARKS -- - - --- - _- 4" C.I. OR PVC PIPE W/ TRAP TO .F CHECK VALVE (ABOVE GRADE) RW LEVER HANDLE GAS COCK _ ' - -- - --_ - -r L 0803 SEA FE IN HUB OF 4" SOIL PIPE w/ 1HnP. CONDENSATE SEWER SYSTEM _ Hp_, FOUNDRY SEEDETAIL: 6/P-4 -- _ a= -� (I. P� II� �1�0 11��y T(tr=G _-- .1.. _ RAIN WATER = Y y - '-' I '�EXPANSION TANK , RW�� GAS PRESSURE REGULATOR -^ (CASE d COOLER CONDENSATE) - - '7 - _ � (BELOW GRAU t�C�vCX�L Vlrsr.Jr �J/�6rL �•�►•) N.T,S. I"-'"- I•_ _••�--• FIRE PROTECTION FP___ _ SOLENOID VALVE 7 bETAII _.. .. _.. DIELECTRIC - _ D E � AIL N.T.S. 7 �- >> UNION (TYP) (BELOW GRApF1 ---' HD-2 RICHMOND L-0806 GRATE [N HUB OF 6" SOIL PIPE W/ TRAP. � - 14 Ix I� / FIRE PROTECTION _ TEE FOUNDRY 6(FRESHIMEAOr & PRODUCEUCER, SEED CONDENSATEI LU 2 - P-4 3 C�,v,PARTMENT SINK W/ PRE-RINSE & DISPOSER D154,2S,01 P-4 (.ASE CONDENSATE DRAIN W/ 6'X 4" REDUCER 0154,88,02 _ / -_ _ -- � � 125 LB. TEMP. & PRESS. (ABOVE GRADE 1 FP CHEESE ISLAND 2" DOM. WATER I I %y RELIEF VALVE (TYP) DISPOSAL WASTE CAPPED LINE ] _- Z W�`� � _ ¢= " ( � (BELOW GRADE) Q�GWV® ELBOW FD-1 JOSAM 30003-5AJ TRAPrAST' IRON CLAMPERINGKA60YT��RAINER: al _ - 1. WATTS MODEL 909-5 3" TO FIXTURES 3 1._ Irva GAS SHUT- PRIMARY GAS PRESS. RECULATOR 2" REDUCED / 3 I - _ - PRESSURE BACKFLOW /` 3 2 4' 2 3. ACID WASTE (RESTROOM) W z ► INTERNAL R LIEF VALVE. REGULATE 1. ®AwQ� RELIEF VALVE � LL OFF VALVE W/ E PREVENTED, (RPZ VALVE) r WATER I WATER WATER i BELOW GRADE) -- HEATER HEATER NEATER ANGLE VALVE ^- PRESS, FROM 2 LB. DOWN TO 7" W.C.) PIPE RELIEF VALVE _ UNION TO NEAREST F.D. PLBG, CONTR. SHALL GWH-3 GWATE GWh 5 VENT LINE --- - V - - - FD-2 JOSAM 32000-13 DOME'STRA[HERON GRATE: 7" TOP: GAS PIPING ABOVE ROOF CONNECT TO 2' DOM. - 11 a 2. STRAINER STUBBED TO V-0" A.F,F. I ,RUN DRAIN LINE DID DIRECTION OF FLOW UNION III - - (CAST-IN-PLACE MOP SINK( �X - TEST PLUG BY SITE UTILITY CONTR. NEAREST FL00 • DRAIN _ - r TRAP PRIMER � vl _ 3. GATE VALVE 3, 4, 3 (TYP) FD-3 JOSAM 36100-19-71 CRAP: LAMINATED CAST IRON d NIKALOY &r - I t)FCONDARY GAS PRESS. 4. WATTS MODEL •223-SB _.C__ � - REGULATOR W/ 4" TI!RU 12" 1-1/2" PRESS, RED. VALVE I ,TRAINER; SEDIMENT BUCKET; 9" TOP. - U � - �{ - 1, _-DRAIN VALVE (TYP) WATER HAMMER ARRESTER l (PREP ROOM AREA DRAIN) _ W.C. (SPRING SET 0 6" W.C.) - I - --= _ - PIPE SUPPORT �y �� NOTE: NOT ALL OF THE ABOVE SYMBhLS FD-4 JOSAM 30000-F-2 TRAP: STRAINER; SOLID THREADED COVER. I > - _ _RODE DO NOT BURN THRU __-_, / L__- -.- ----- APPEAR ON THE PLANS. (i-OR FUTURE REFRIGERATED CASES) tl WALL OF ELBOW - `b GAS PIPING DOWN'- UNION TEST Q - THRU ROOF �� / PLUG 1. 2. 2. - FD-5 JOSAM 32100-1 - TRAP; NI).ALOY STRAINER. -" •= VENT 3 I PLUMBING NOTES GAS SHAT-r•,,FF r t ANCHOR TO F'li't 2" UDM. WATER - _----- EQUAL D13'I'ANCES ALL BE - __ 1 -1 /4' FLOOR MAIN,T NED ON AL MANIFOLD PIPING TD-1 JOSA.a 76000 7 TRAP: DUCTILE IRON STRAINER: SEE _ FIN. FLOOR FLOOR PLAN FOR LENGTH. G - -- - -- I i -- i' 1. (-) INDICATES INVERT FROM FINISHED FLOUR LINE. (COOLER TRENCH DRAIN) - 30" MAX. �� 2. FLOOR DRAINS UNDER REFRIGERATED CASES SHALL NOT BE LESS THAN 30" FROM _ -- =_b• 12" MIN. L L- THE CENTERLINE OF THAT PARTICULAR CASE. AS MEASURED FROM SIDE TO SIDE. =i L1 TOP OF OVEN ' TD-2 JOSAM fi6000 1 TRAP; NIKALOY STRAINER: SEE - _ DETAIL - --- -- _ - - - DETAIL _ N.T.S. 3. FLOOR DRAiN DIMEN,IONS'FOR REFRIGERATED CASE, 8 TRADE EQUIPMENT SHALL FLOOR PLAN FOR LENGTH. I I g N.T.S. - t DE VERIFIED WITH THE STORE ENGINEER AFTER THE REFRIGERATION CONTRACT _ (SAUSAGE �MOK�R DRAIN) P-4 DOMESTIC WATER SERVICE BACKFLOW PREvENTER D154,81A,02 P_q WATER HEATERS WI RECIRCULATING PUMP D154,05,01 IS AWARDED. 15 DETAIL N.T.S. - A. VFRIFY ALL ROUGH-IN INFORMATION WITH SUPPLIERS OF EQUIPMENT d CASES FS-1 JOSAM 49024-3 NIKAL�Y HALF GRATE. i & PRESSURE REDUCING VALVE CUB STORE (�P-4 CAS PIPING FOR LARGE RACK OVEN D154_.94 WITH STOPE ENGINEER. - - - M RELIEF VALVE. TROUGH TO SLOPE a 1/8"/ T. COOLER WALL 5. ALL SOIL. WASTE d DRAIN PiPING SHALL BE RUN FID-Ow THE FLOOR. UNLESS - _. . - VACUO E ` (INSTALL WHEN HTR, IS TO 2" DIA. OUTLET PIPE A� / • i-- RACKING �•- OTHERWISE INDICATED. - - - 140 i�FC.r - n [!( c;.1 � - SUSPENDED ABOVE FIXTURES) WALL. (TROUGH BY G.C.) 6. ALL WATER, VENT d OTHER SERVICE PiPING SHALL RUN ABOVE THE CEILING. r �-� _ PLBG. CON7R, TO (� GROUND SURFACE COVER 1 - - INSTALL 2" LINE I \� I UNLESS OTHERWISE INDICATED. CO 1 JOSAM 56050-1 CAST IR NT ADO. TO FINISHED FLOURi g \ \ CHECK VALVE FROM TROUGH INART IRON TRACTOR UNDER-GRATE: I -- II I I I I 7. ADVISE G.C.G C OF F%ACT LOCATIONS OF ALL ROOF d FLOOR OPENINGS FOR DRAINS (SALES AREA d PREP AREAS( r C001-ER TOi ABOVE I I I I d VENTS. REMOVABLE PLUG ON I I FL. DRAIN. PROVIDE p. AVOID ALL REFR. TUNNELS EXCEPT AS NOTED ON PLANS. SEE FLOOR PLAN. i 1 - � ~� GATE VALVE (TYP) Ll 4" AIR GAP MIN. �_ I CO-2 JOSAM 5605; CAST IRON TRACTOR TOP: { ..r SEWER PIPE - � ---" 9. FLUOR ELEV. iS CONSIDERED TO BE 0'0'. ALL ELEVATIONS SHOWN ARE BASED ADJ. TO FINISHED FLOOR. - DIELECTRIC UNION (TYP) - -- - ---- FLOOR LINE I t ON THIS REFERENCE. VALVE BOX COVER, TOP -i-�� (LOADING DOCK R STORAGE 4�EAS1 - SECTION X "SEWER" 10. ALL VENTS TIIRU ROOF SHALL BE 10'0 MIN. FROM EXT. WALL d FROM FRESH AIR i THE LID 125 LB. TEMP. & TROUGILOW POINT I I CAST ON PRESSURE RELIEF VALVE � INTAKES ON AC-UNITS. d SHALL EXTEND A MINIMUM OF 6" ABOVE ROOF. -CO-3 JOSAM 58710 - WALL CLEANOUT WiTH ACCESS COVER. END D �lIE W 11. S1L[C9NE SEAL ALL FIXTURES TO WALL. N VALVE 12. ALL UNDERGROUND PIPING SHALL BE 3" MIK!INIIM. 0 i 4" SEWER PIPE DRAT OF TROUGH 13. SEE HVAC SHEETS FOR EXACT LOCATION OF HVAC EQUIPMENT. FLOOR DRAIN - 0 1/8 BEND STANDARD ELBOW RUN DRAIN LINE TO MOP SINK. LESS GRATE 14. INSTALL STOPS d TRAPS TO ALL PLBG.'ixTURES FURNISHED BY FIXTURE CONTR. - - -- _-` u, _ _ � V l ' 15. PROVIDE LINE S17E GAS Ruill-M ORS AS REQUIRED FOR ALL GAS FIRED EQUIP- �..r MENT. VERIFY REQUIREMENTS W/ HVAC CONTR. d FiXTURE CONTR. APPROVED EQUAL: WADE: SMITH: ZURH �-- / 4" W. TO 16. PROVIDE FiNAL CONN. TO ALL EQUIPMENT FURNISHED BY FIXTURE CONTR. (EXCEPT HD-1 d ND-2 - EQUAL: JONES MFG. CO.. INC. ) �.. W 45 DEG. WYE / -' a �. / BLDG. SANITARY ` 1 EXCEPT FOR CONDENSATE LINES DRAIN LINES FROM PROCESS EQUIPMENT, ,� . �,- CASES d COOLERS TO FLOOR DRAINS: THESE ITEMS SHALL BE UNDER A WATER H EAT E R S � 0 SEPARATE CONTRACT. 0 lJ _... DETAIL 2 DETAIL 17. PROVIDE COLD WATER STUBS W/ SHUT OFF VALVES TO PRODUCE CASES, DELI �^ SEWER06 N.T.S. GWH�AS FIRED WATER HEATER (NAT. GAS) �--- .- PIPE 9 N.T.S. _ - i CASES d OTHER SERVICE CASES FOR FINAL CONN. BY PLBG. CONTR. FLOW EWN�LECTR(C WATER NEATER -; /'Y" w 'SLOW ,; -_-_- -_, _ -- -- - _ SLOT URAIN 4J PRODUCE COOLER 0154,67,02 18. AIL EQUIPMENT FURNISHED BY HVAC CONTR. d FIXTURE CONTR. SHALL DE SET L.L_ P-4 WATER HEATER PIPING (EWH-1, 2, & 3) D)54,83,01 --- - � IN PLACE UNDER THOSE CONTRACTS. 19. AT COMPLETION OF JOB. PLUMBER SHALL VI_RIFY IF ANY CONDENSATE DRAINS MARKtt MANUFACTURER MODEL MBH GAL. OFER. GPH ELEC FLUE 16' DETAIL- INPUT Si 014. WT. RECOVERY SVLT 517E •- ARE NOT BEING USED (UNDER CASES, BY COOLERS. ETC. ) PLUMBER SHALL CAP L N.T.S. PRE-RINSE FAUCET T� ' P-4 �� 1 1 W/ INTEGRAL c � -- -'2" V. UP TO 3" V.T.R. WATER SUPPLY PIPING OFF ANY UNUSED DRAINS TO PREVENT TRAPS FROM DRYING OUT. OR KW @ 100 DEG. (VOLTS- - -- \ _-__ _ RISE PHASE.) Uj EXTEP,IOR CLEANOUT 0154,8 ,0 CHECK VALVES \ - 20. INSTALL WATER HAMMER ARRESTERS ON HOT d COLD WATER SUPPLY BRANCH RUNS - - \\\ `~ ,.� TO FREQUENTLY USED FIXTURE. TO HOSE b SPRAY FAUCETS: FLUSH VALVES: d PANWASHERS' GWH-1 A.O. SMITH BTC-120 120.0 75 1.025 116 120-1 5" IAU CET 21. INSTALL SHUT-OFF VALVES ON HOT d COLD WATER SUPPLY BRANCHES TO ALL PREP 3 COMPARTMENT SINK. TP-1, TRAP SEAL PRIMER AREAS; DEPARTMENTS: RESTROOMS; d OFFICES. GWH-2 A.O. SMiTH BTC-120 120.0 75 1.025 116 _ 120-1 5'- 22. PROVIDE- d INSTALL APPRQVED--TYPE ANTI-SYPHON BACKFLOW PREVENTERS FOR i '•, - �_.} GWH-3 A.O. SMITH BTC-197 197.0 100 1.363 191 120-1 6" J 1;/ --- -- WATER CONNS. TO CASES, OVENS. PROOFERS. SMOKER, STEAM KETTLE. ICE MACHINE. -_ - -- -- CD �- HOSE HIBBS, CHILLER, d WATER METERS. PROVIDE 8 INSTALL APPROVED-TYPE - M FLOOR GWH-4 A.O. SMITH BTC-197 197.0 100 1 .363 191 i 120-1 6" Cil W , ANTI-SYPHON V A BREAKER FOR WAFER CONNS. TO PANWASHf_RS & PRESSURE WASHERS. - _ GWH-5 A.O. SMiTH BTC-197 197.0 100 1,363 191 1 0 t 6" ...J 23. ALL VENTS LOCA,,L) 1N RETURN AIR WALLS SHALL BE CAST IRON. - __ Q_ FS-1 W/ AIr? GAP -- -- rr--_ TO SEWER --- i 1 2" PVC PIPE SLEEVE (SEE H.V.A.C. PLANS FOR LOCATION OF RETURN AIR WALLS. ) EWH-1 .- A.O. SMITH ELJF-15 2.5 KW. 15 183 13.8 m 208-1 EWH--2. 8 EWH-3 (RETAIL "A") 90 DEG. FLOOR LINE 2" P FOR COPPER 24. ALL HUB DRAINS SHALL BE SET W/ RIMS FLUSH TO FIN. FLOOR. - PROJECT NLJMBFR PIPE. _ _ #25. Provide restricting cables on any mobile gas-fired equipment. _ -FLOOR DRAIN #26. Install all gas valving (inside building) in .`root of appliances in APPROVED EQUAL: RHEEM; LOCHINVAR: STATE: +-_ readily-accessible locations. 2105- .0 - -----4" TO GREASE LINE #27. All floor drains, hub drains, trench drains, and floor sinks shall C1. -'�I� , be primed from a nearby fixture. (Verify with Plumbing Inspector.) -- -- - " 10 DETAIL I N.T.S. 3 D E 7 Al L - N.T.S. _ SNFET NUMBER P-4 3 COMPARTMENT SINY, W/ PRE RINSE. 0154,22,02 P-4 TRAP PRIMER VALVE PIPING D154,82,01 BULK STOR., BAKERY, PIZZA, MEAT, PRODUCE, SAUSAGE' zr Ii11,01 DATE, 05/17/93 DARTMOUTH, 7500 BUP 93-0253 F OF 16 t z � • M,Rpm , '' NIPPON is • 1�. .r.. -'.. . 1It 1 S • I ' " 1 .. 1' ' / •' .r .. FUM JQ- mopM , ` . IML/l•• 1 ,T. -. , .. • • ./ HAND FOR t SAIB FUTURE \ Y 1/ ;•'\ . NTR. •/• �\� i \ ♦. `M-6 �/• Nw NM 00, 000 - WATER �j/"MISTIMIG /' IONIZING / SYSTEM SYSTEM \, \ /.' \� 4 / Sim -7 Ile \tom •\ / fe' ✓• •,� slww• _ w•j 7-1 NOSE BIB/ `Y\. / 1100, '+� /• CHECE VAI. / \ ,/' VAL t /'♦• P P-1 AMP CIRCUIT SETTERPUMP •• ° •/ BALANCE VALit 1000 \ '\ �/ F-t �• / 00 /• /' ,` '\ • /•" • t•/� r /000, FAUCET p 60-4 'SINK �.✓ .//• \ '��/"� '\ \ t• `• FOR FUTIBIC �• ,\ ♦. 1' \. ` ', j r�•\ ` . '`•\ �./ �I ,•� '�\ •\ 1' PHARMgtr \`\ ,. /• I ✓' COUNTER + '\• /r • ; ( \', '' /• , I• 1-+/tom'..'\ ,P' ' 1•, /.•�j"''\t• •'\•,,/-i. \ •'\.�' '\. �/' /�, �•/. ♦ si1R J, / ✓• J I SINK I I/,/•� I .00 ,/\ 'I t' ./•/• \ �`' • �• RASO �`'' /'•� I 00,4 _ I, / /•'l l �: EttCll-, HAI ! +y`•,- ✓' • Li / '\ SINK \. ;'-_"" t-112•-^��' /• ,•p• '\ ,i•1 \ / /SINK • / �•" '• \• //•.•/ COUNTER /• \ /• \ �1 \ 4• NAND • 1\ ' •\ ,j F-, r-� ` • • •• yS.,\.�\ / j Sim - • �•/ •\ �'',UCET /�•�� r /.� '\ ( ( .\ FALIM t-,�r �` ♦" 0\ •\ /�' 1 ��I \\tip ,�'\ /•/� 1 ' / - F-� .� /•✓' ` •\/\ $IHt //•/• /•• •`•;\ I •� '' \�•,• /I SIM ✓. •\,\ 'top ` ,\ ISEAU10Rr `\`•'•\ 1r O. ti- * FAUCET /• �� •\ /' �• /I ---••\ ' -——-— -----.CW-_ - ------ --- \ \ '\. \ ` '\ ,\� •� 1'\ \ , <i' ,/' T-vi'—�, ,♦' ,. -----''I\�-----------_y ---------- --- --_.I •) `� '� ;\ WATER "\ r •' ` ♦ \r / Y '\ V SERVICE •\•• ''\.• \� '•\ \`\ HAMMERFISH - _w ✓•\ •�•• • \J CASE \ \,' �`♦ •\ \:•\\, ARRESTER -.,. \, we-1 Wc% Wc HOSE ..'r GATIE './• /'• .\ �� •\�i1_tn• ••� �•'\r.i-tR• `.�, 1-,n' •'�,• •`•� ..V� �.0 \\ 00 \ NECK ALVE MOKfIBD ✓" ��Lf_..._ 2 i \ .\ •\ '\ •, \� \ , . + V•�C �,•LH-I \ VALVE +. /• /. , •\ SHAIBI \ ' • '\ - •\ •\ EWCN-, L_1 y+��LN'+ 2 1 �•f �' - - .01 '\, F-, ' /1• �• •\• ` \ '\ t-1/A•--�+\, �\ •\ \+ ,`re A'j VALVE AOWSTAT� P _ \ \, FAUCET ,� .. . •\ '\, '\ \ / % l-1 /•' '41, \• + P-S + `'I t-t/2'�•\• +` _ �� DISPOSAL •� '�• '\ /, 2.�'�\, •`�.` • /• .\y•\ •� 1 /� — w. SINK E '•\ ''\• ''\, /♦ \% \ •\ ♦' 10/ \\ BtG --- MS., I ' \I't' f✓� •\, /`• '\• \� '\ •� �/ ,/ ` CIRCUIT SETTER - _= V� ( P ,. / t" \� BALANCE YAIK F �1 .. I `� '`'\ \/•/ ICE/ ,,• \ •\ •` �\ �/ i/I '` Lj ,/' ,\� '\ /' /VALVE % i♦, • 1 f t SEE SLEET 1 __ YI'"\✓'/ \yi MACHINE K �\ I \, />,A //i/ '\ �,/ Nk. •/• / /'/// \� `p` ♦`ice% P-dFOltOlfl, \ '\ I �F ^ /� '\ /� • �, Cti WATER NILLER - - '\ \.'e' '\ \♦ �/ �IIQ /' ''\, 2 �\ 1-1/2' /i / (fURN. BY OUERI '\ ' `• •`'• _ •\ + FILTERED N \ ,/' �r \.-•�1-i r!' �\ t,/' '\ SIN{ / \ It''"� \ ,. \ rATER \♦ ,/ •` ,/•\ 2'�y� W/�VALVE I,j\ [/ • '•\, DISPENSER \,\ S ♦ I Lj--_f/ \ ♦ AOUASTAi - - ` `� , • '\,.1 ' ,. •\ •`• . /✓' COUNTER �Y16_, ` t-vA• 01' I ' ,w•. \` T. SINK I , V\r-+T-IR• \ ,./ `.+ \ /•��i. slNt (\^ 1� : t' •�•l /,/ j� i" \. '' p,R� f-t /'/ ''\I - - -o o `•` STAN /•/ i•--.A,j PAMrASNER '\ , ♦•' ,/,✓ \ I•MUJ / /1\ ,`,\ CCIACUIE VALVE t• -`I ' V •\/�\ t• ._. 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Ir`'' I � I 06 •• • \ I0 I W ) . : Ln I— DRAIN - WASTE - y� ENT ISOMETRIC N Gc CD N.T S. O V C-) co CL PROJECT NUMBER 2105.0 F . SHEET NUMBER - P-6 Y DARTMOUTH, 7500 I3UP 93-0253 8 OF 18 ,�i`f - 1 _ , . , G F QE p B. . 1 11: 1 1 - A 266'-8"+: _ " It 46'-7' I 34'-2" I5 � ! , „ 5 20, , FOR DRAN TILE At OUILVING I ' - • . j � MAINTAIN TOP OF FOOLING ! e , I ELEVATION A MINIMUM OP II 1 PERIMETER 4 UNDER FLOOR 5LA0 t i 19" MOW EXTERIOR F ! NI --H I SEE PLUMOING GRAWINGS - ' j j i 'rRAVE ELEVATION TYPICAL ; P2A 4 P26 I . 8" MASONRY WA,.L 1 I - I N f7 I . - SEE 2/S3 FOR REINF ' ! I 8" FTG STEP " FTG STEL' 8" FTG STEP I T.F.E. (-)2'-0" ~ � O I 8�- _ ! -© I _O T.f..E. 1-12'-0" J L C - - I t •——— — `-- — — J T J _ 1 '_7" 1 J - ---- �_i a 1 l I � ( ICIO 1 I d I I ! j ►- 12" X 16" GONGR6T E j _ TOP" OF FOOT I NG Ll I ELEV t0 -0' -6" ALONG GRIP W II I 1 10 FOR FUTURE 6XPAN61ON l I i K61Nr9W/4 -47 VERT �, 12" 0/G, 7 THUS m II I M t I ! I j SEE 2/53 FOR AVO i t I ONAL a I I I j j FLOOR MLAO t0 WALL j - I 1 M STEPS FTC I I I I i VOWELS Y GONtROL J01 Nt5 � 1 Ioo SEE '--�1 .Z _ 1'-e I I f 71I I - FOR ADI,!,-;, ;.1E�L INFORMATION i i r j I j ; 23'-e' - -- 40'-101,4' I I j OR CWOGES IN THIS AREA ,i I _ - ---- -- -- --- - - -- -- ------- - ---.- . I RECESS SLAB o DOCK - I- L 1 J L 1 J L 1 J L I J A PITS TYP, SEE ARCH'L I A I 3 I DETAILS ! 1 I I I S-3 I I I / I I .1 I I 1 j I I T.F.E. (-)2'-0' 5 MIN , MIJM GONGRET� 51.A0 a I ' REINF W/6X6- 2. 9XW2. 9 WWF I 1 ' /-8" X 16' PILASTERS � 1 I REFER TO 5P� SECT ION 02200 \ RE INF W/ 2-#7 BERT 11 I I FROM TICON@ 16' OTC S-3 I 1 j FOR PLAGEMENT OP SELEGt \ ` Ty r.'WALL EL @ DOOR I OARROKANII ERRANUTSANULGUVHPON IOK ' " �I 2 1 I t G I 8' X 16 PILASTERS t \ \ .MBS. 4 THUS i REINF W/ 2-#T VERT a 1 a \\ I 1 I UNDER ALL FLDOR 5LA05 I d #3 TIES @ 16" 0/C I I 5-3 T FTG TO T/WALL EL @ - ---- F I WALL OPENING, .4 THUS I I rn ' (� _ 1 REFER TO ARGH'L PLANS 4 I j 1 I SGHEPULES FOR ALL FLOOR I III I ��-- LINE INDICATES I �y ,��'�`�•\ s'-0" t2'- i j "5LA0 RECESSES t �. T.F.E. ` ` 1 j LIMITS OF Sw SLAB_- I L_ .. 4" \ I C O r 1 © i ® I B I O I I INVERT ELEV - - - - - - - - - - - - - -�- -+ - - - - - - - - _ - - - - - - - r -� -- - -- - -- --- -- --- - --- r ' � - - rI � JLO -_ 7" CONCRETE DOCK PAD . `t ---_ - - - -- -- ---- -- - - - - -- 08 _ _._ _. _ - . - - - - - - - I- T-• - - -- --- - - - - --Ll J - '' SEE SPEC SECTION 2520 I I I 13" L -� L --•I L 1 J L J b RETAILS 19 3 REINF NOTE: PROVIDE 1" I I CONTRACTOR OPTION, G FOR JOINTING 8 HE1NF OVERSIZE SLEEVE STEP TOP OF FOC ING _ 12" PVC _ I ___ 12" PVC _ 8" PVC TYPICAL CONTROL JOINT SPACING NOT TO EXCEEO 10'-0" 0/C EACH @PIER TO (-t8 -8' OR — I THRU WALL @ I I ' I PLUMBING LINE I I PLACE LEAN CONCRETE OVER = >~= ~ I I I I _ I N"-DR"HA FLOOR IN SALES PIPE TO BOTTOM OF SEA. T - I - - F- I I I FOOTING ELEVATION = OF COLUMNS OR WALLS ✓ .. i i i i 1 - s,, q - SEE I ra t�v 19 D.`.�r� - - .. FC1B_ADaI''�^r;�,L NFORIJIATION I — _- 1I I I I I I I I j F I N 15H PLOOR ELEV OR CE ANGES IN THIS AR I I ( I f I -0" 200. o_ 1 i `INIERTOELEV = _ TOP OF INTERIOR PtG ! ( ( = 1 OR GONGRETE P I En ! 1 I I -- j I I I I 2' --0" U. N. O. - ) . I I J LL�J - „ PVC —F I --- 12_' PVC --- --_ 8_PVC--- O © ,I, 7 - - - - - - - - - - - - --- - - - -, - I - -- - - - - ---- - -� _ - - - - - - - - - , - r - - - r rI � 4 . I i - - - - L J L I J L I a _ - - - - - 6 - -I- -I -- - - -- - - _ _ _ _ _ _ -- - - - _ - - - - - - {--I {- - - - - - . ._. _ J-- - - - - - 7 _ 1 I 12 X 15 PILASTERS , = I I 6' PILASTERS I _ 1 I �� -r •. NO f4 j I I 4i� I I dEtt3FTWES4@#8 vORC � i I PROV 1 DE 1 " OVERS 1 Z I I L2io I I FTG TO T/WALL"EL TYP I �` RE1#NF W/ 4-#1"VERT �— na 6 3 TIES @ 8 O/C - L`1" .. 5L6EVE THRU WALL L I I '-�- I I FOR EXTERIOR WALL -•.w. = ALL PLUMO NG LINE COLUMNS ! _ I SEE SHEET 5-3 FOR I FTG TO T/WALL EL TYP 3'_q•l c7 -• �_ I I ( I ! FOR EXTERIOR WALL 52 -2" GENERAL NOTES ! I COLUMNS e ? L _ LIJ - 'A GENERAL GONTRAGtOR -e-0,t- I 1 tz" PVC " P I I NOTES VER I FY ALL UNDERFLOOR I 1'-0" ! 1'-U" W _ - -- __- _ __ ,- Lll � cm - ¢ ' TO VERIFY ALL UTILITY I _ _-- a vC vi 04 - •: I-- •- ________ I I PVG LOGAtION + 51265 W/ I I !� Z �; •' PLAGEM6Nt I I NVW6 2, I I i mill I I k?t ti r s-3 _ W/REFRIGE WON GP�UMONNGE I IIII I 16" PILASTER I 1 111111 DO- 12 X Q Z_ GONTRAGtoRS j 111111 ------ --- GENERAL CONTRACT I I i e IIIIII I z LL - TO DROP ALL FOOTINGS I I 1 I TS-3 1/2X 3 1/2X114 I Q III I — _ Mow UT I L 1 tY INVERTS I j � ! ! 1 111111 a W/10"X4" X3/4" B/PL j � I I j �- T.F.E. 1-)2'-0" liJ j r,. TYP I GAL e'-0• I Imo^ T.F.E. 1-)fi -0 I I 1 I IIIIII TOP 8/PL EL III I -_ 4 " b 4-3/4" DIA A.B.'S = _ A I B j B j j IIIIII 0'-4- I I li( _ J LO O © — w-= - - - - - - - - - - - - - - - - - - - -- - - - - I L - - - - - - -- - - - r , _ _ 1 r T--I r T-1� Ulla = t--Ag. . — 4- rh w - _= ----12"�v_c-- - _ ---------e � E- - - - - - - - - - - - - -f - - - - - - - - - - - - - -1 -� - - - - - - -IIII - - - - - - - - - - -- - - -- }- - - - - - - - �I I S► M _ i . z s-3 - I �- -� L�J L� J 111111 L _1 ;, I '(v►,��'� O I -� 1 T T �i I � `J � '• I I TYPICAL CONTROL JOINT j IIIIII I "I-19a I I SPACING NOT TO EXCEED I I I IIIIII I I IV-1 1" I I I 16'-0" 0/C. EACH WAY @ NON-DRY SHAKE FLOOR I I FINISH �-THICKEN SLAB WALKER DUCT. SEE ---IIIIII I ODORS TO I. 6- s' FTG ---,_ I I (� I 1 I 7/S-3 a ELEC'L IIIIII I ! " T STEPS I III / I i i i DRAWINGS 111TH I WIDE X 1 -0 DEEP I I I@ .•.. I I L./ 1 j _- - M I I 12" PVC ! I 111111 I I I A T w. a = I ----- -- -- _ I I j IIIIII ( _ _ LI LO y 111111 L_ -DO- 12" X '^ - 1b' PILASTER ra i i 7 111111 j 1,_�, � � • _.._..l -- sIM I I I 20'-e" t1'-4" I 111111 11- SM _ - --- I J • '10" _ N S Y3 J I LO O B B IIIIII "' 2,-0,•I I "' - - - A r -1 B 1 B ' O 1 t� ' 111111 ;!� 11UD I 1 n _ -- - - - -1 r -I r �l I 111111 ( r „ J L 05 1I 1 " L -J L J L - IIIIII II `� A. 4-3/4' DIA A.B.'S , 1 - '` L ' ( I 8 PVC 111111 w TOP B/PL EL = I-1 __—_12 �PVC--- _ _—_--- I toil tot I I " I I I IIIIII 11 01-4- III 11 I ;I f I 111111 11 .iP O= .I i 111111 I • 111111 �� ,E �--"• V �•.. 111111 If •��a. - IIIIII �' I ,� � ;. • 111111 ' O :: IIIIII I' Ili---THICKEN SLAB 2 ---)I O ,r IIIIII I DOORS TO 2'-0' J ;• ' 111111 Ii �1e WIDE X 1'-G" DEEP I LJ IIIIII �; � � 111111 TS-4X4X1/4" I� t�,F .T I - W/10"X10"X3/4" _ I' L..._.-- --_-- , 111111 B/PL d 4-3/4" -- = � CV L3 111111 DIA A.I,.IS. I ' ---- f._.. O �� Q I I I V I I I I 1• ' I►1111 r-, 'o 1,,39A I I ►---+ �' ; 111111 - - - -- -- -- -- - L _ -- _- _L JA I .,d �. j •t ` •-• 111111 " -I 2' untcll � O Q _ 111111 � • •Ir• ® I -' _._ ._. _.-._._ .-. _ p �+• t ir�F - - -- ---- - ---- -- L - ---- - - _._. [ Q • IIIIII � r L-�'---J •:r'.-` , 111111 '' PROJECT NUMBER NUMBER + :• � -� ►11111 Q ' KEY PLAN ��4tn - 111111 m TS-04 ;i; �y " _ 2105.0 r , W/10"X10'X3/4 f B/PL Al 4-3/4" 111 `tx + '�� •. r �.� , , - . .•,,.5 - •� IIIIII 111 -© � - CIA A.B.'S. ''' - FLOOR A L PLAN .. _• G} SHEET NUiVIBER, i +J . - 1 IIIIII - - - - - - - -- -- - - - -- - (- - __ �. _ V. L ' J ---- - S ! s DARTMOUTH, 7500 9UP 93.0253 9 OP 1R •a I SIM I, c u -n x I i' -ti I � 'r >> ul _ .. - I Y I 1 I 111111 I'1 6 -10" I M _ . S✓3 J L�� © I B I 111111 „HIMP 2' 1~- -- - — --- • - - _----------- — — — — = :_ i-------- -_ _- I a J_ / L J L _ L J 1 I!R!I I I' rl I I - 05 1- PVC-- - � - /_ 8" Pic_ j I 111111 L--rj�Jj it - -- 3' 1 HIM C).'� ( )4' B. - - iI 'AI I ma I I i - ---- -- j I HIMTS-4X4X1/4" _ _I I ] I I HIMW/10"X10"X3/4" i1 N III - W -- -- I I 1 - Q~^ Q T.F.E. l-)2'-J" I t --- --- I � 111111 B/PL b 4-3/4° + ! I DIA A.B.'S. I+ 6 EXPANSION _ f I lillll I I r 1 I—T1 �' JOINT BETWEEN I -_ - - i CONTROL JOINT SPACING - - - --- �- � - - - - WALLS OT NTYPICAL TO EXCEED 10 -0 0/C EACH I I IIIIIIII L 111 J - - - - - - I I 44WAY @DRY SHAXt FLOOR IN SALESJ_L --- — __ _— SALES - `Mp 1 I 3- 8" FTG j AREA. TOOL JOINTS WITHIN 1'-0" I 111111 + I l1 I I I �-- D?OP T.F.E• ; I STEPS COLUMNS OR WALLS L _i 102 I (IIIII ;!i all I I I IINV�RTSIPE 3 -q _ I L _J I I IIIIII !' I I I 1 _ II ,�� I " TS-FnOXI/4" _ -_ - -- p -•..�__I__.._._ I 1 111111 ')� r� i� 111111 ;j; I I �- T.F.E. t-)2'-0" 3" - - I 1 -----__.-- -- w/12"zt2"x1" B/PL / \ I f- 1 IIIII! ; ( I`- ' I I TS-5XSX,/4" `-- I 1� TS-6x6Xt/4' I b 4-3/4' DIA A.B.'S �/ LJ-� j 111111 '�' I I ON 16116" CONC PIER I 1 I 111111 ;' i 4'-t0' � •' -_- �"=-� `--•------- � -� RElty; PIER W/4-Pi7 VERT D I I - wrt0"X14"X3/a" B/PL _ W/12"x 12"X t" B/P- - - /' b 4-3/4" DIA 1,.B.'S I b 4-3/4" DIA A.@.'., `1 b DWL'a i0 FTG w/93 - . _. _ . _ _ - - - - - - - - 1 - - _T_I ES•Q ,Z .Q/C - - -- - �� t r '1� (- -1© r --Iv i -f I I - - - - - - - - .Illlll - - -- - - - -- T.F.E. l-}4'-8" -f - _ - -- -- ---- - - - - -- - -- - - - - -•- - 6" 23'-4" ~I - 8' X 16 PILASTERS 1 1 L.�J L.�J L J I rtllll L " J L.,"J Y --4 --- - - ---- -- II 1 REINF`W/ 2-#7 VERT 1 I I f I IIIII NOTE 9 VER I F ! AI,M UNOERFLOOK I IIII 2- 8" TG ---� b sY3 TIES ® 16" 0/C % I " ) I II !, LINE 114DICATES 3 STEPS I I S-3 " FTG TO T/WALL EL Q PVG LOGAf I ON 4 �J I ZE6 W/ I 5 MINIMUM GONGKETE 6LA6 ! lilt r. LIMITS OF 4" SLAB 1 I 6 POURED CONC WALLS DOOR JAMBS. 12 THUS c. I 11 I 'A REINF W/#4 0 12" O/C EW ( (_ " 6TOR. ENG I NEER .i GOOKOI NATE 1 ! KE I PJF W/6X6 -W2. 9XW2. 9 WWF I I I IIIIII , t I 1 I I -0" TO ELI-10'-8'."DWL TO -] " STEB FTC W/REFR ' GEKAT I ON! 4 PLUM01 NG I I KF r EK TO 6PEG 6EGT I ON 02200 ► I IIIIII 111 i _ _ SLAB W/#4 m 16 0/C ON 3" I I IIII I,1 1 RECESS AB a DOCK 1'-4"x t' �" CONT FTG _ 22 G0NTRA6'T0K6 I 1 I'OK Pl-AGEMENT Or, SEI.-EGT II „ I I PITS T SEE ARCH L S-S I I I I 1111 3 SIDES. SEE ARCH'L (,KANULAR MA1EKlAL, VAPOK WALKER DUCT. SEE ( DETA1 OR DIM a1 - I ! ____-_ I I I 1 7/5-3 L ELEC'L !IIIII il� ; I 1 -- _ -_ -- -- - �I� I DRAWINGS 1111 1 I I I 2- H" } G _ OAKKiEk, ANU 5AN0 GU ION RE FSS SLAB e - - L---- !?"�'��' 1 UNOEK ALL FLOOK GLA06 I j ! 111111 111 OA , I I STI P> r I co ACTOR PIT - -- --- __-- --- -- --. _ II V MiNMUM GONGKETE T/SLAB -)4'-4" - -- -- - - ------------ I I I ! II II 1111 RE I NP W/6X6. Q IIII 1 II i' II II �I I I � i I I I I I I j 111111 w2. 9XW2. 9 WwF fill GONTROL JO I NT6 NOT I I -- — — - — - - -- I NTH WA T I I I REFER t0 AKGH'L ,PLANE I I s-3 11illl I 1 rD EXCEED 12' -0" 0/G i _ ',,," +�- -- - -- -- --,� 0 C FND LL 0 ,F- -� } " I t -)5'-0" 0 'OMPACTOR \ ! j I 6GHEOULE6 FOR ALL FLOOR 1 j I 1i11u AGN WAY 6" EXPANSION 1 OPENING/ REGE66E6 IIII 2 JOINT ! I \\ I I I j I IIIIII I I s-3 � •• , 1^ N Q N , / � I � \\A�, � I Irn(4 •/-- V � i 11 II11 I � I t .• I I 111111 I ' 1 I -8" \\ I I„� GT.F.E. (-)6'-0 \ ;� ► BJ r._ RADCIi;^'. ,r.Ll !t-tJF;PuP.TION r.. ' ,J r:4� I IIIIII I - - - - - -- -- - - - - - - - l� J C [YGES it F► - -- — — _ � _ - — — - — — — — — — - _ _ — — — — — — - — - - — — t � I CR d/i lLV TIS R�� _I_ F— 1 �_ I I �r-•-� L__J r L J .� 111111 L++►J (� i J t-1 Q I S-3 - - 7 J I I ! PIN 16H FI,OOK ELEV ! 1 ! 111111 i I z 1 I I I = 01 -04 200. 0' I I IIIIII ( _T I I ° " I I 1 I i I I 111111 I i `I' r c 7 CONCRETE DOCK PAD I I ( 1ill-41" SEE SPEC SECTION 2520 I I I I IIII 1 1 b DETAILS 19 b 20/S3 FOR JOINTING b REINF TOP OP I NTEK I OK PTS OK GONGKETE P 1 ER I i Ill! I ! 2- 8" FTG 1 ( I " 111111 I 1 STEPS °i -- --- 11 I I -2 0 U. N. O. I i IIIIII r ( I I r 20 3 I I - ' ,_ I I I SEE SHEET 6-3 FOR 1111u I I � _ x-__ I I GENERAL NOTE5 I 1 111111 / 1-�'"_'� ' �at'i�13Fr- _ • I I ! I I - I I 111111 1 11 _ I J LSrA H/ ! © I ! O I O III O 2 - - - - -- - --- - - -- `°J ------ ------- -- -- - - - - I -1 - _ _ - - - - - - r-T� - - r 1 -1 - _. _ --- -- - --- - - - - - - -- - _ _ _ _ _ - -- - - - - - - - -- - - - - - - - - - - �s43 - - JI � f rT, -, f _ zz' o° —L I L I J L J L ----- ---- T f r — -- ! E E I i I I G N RAL GONTRAGTOK I I r, LINE INDICATES I t0 VERIFY ALL UTILITY N j I / / ; I I I LIMITS OF 4 SLAB 111 I I , I PLAGEMENt 1 NVERT6 I,1 16'-2" L 8" FTG I 1 - - T . STEP I ILa � I GENZRAL GONTKAVOR II / I _ TO OKOP ALL FOOT I NG5 1 1 / ! I 111 2- 8" FTG --- I I OELOW UTILITY I NVERTJ 1 1 I ( j �i� T E P S _ 1 TYP I GAL 1 I I I I SEE 2/53 FOR ADO i T I OVAL y 12 SIM 1 FLOOR 6LA0 - TO WALL _ S-3 I I „ ! ! OOWEL6 CONTROL JO I NT5 _- I ; Z �� - x= S-3 M ! _ w� I I 1L__ -I rr w� /71 I I 1 111 I 1I- _ _--- ; I , n W zz `a'in i.F.E.(-)6'-8"-� I I / ! 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SEE WALL. 100 PLF 3 RUMS -- MECH'L OPG'S I I I 1/S4 d ARCH'L I J. 8F 1 DG I tiG --`�� SEE 1/S5 b IIII DRAWINGS r I MECH'L DRWG'S II I _ - . -- VERIFY EXAGt NUMOER I a � 1• � � 1 - . _ IIII OF GOG UW6 ,, 9- 8K I 1 `I I 1 �, 4015 BN 1 1 . 8K 3213 6N 9. 8K 24G 4N 10. 1 K p• 4815 10N 9. SK (+)23'-a" 3215 BN 9 . 8K 1 I 1 l 4 ) 1 I I - - - - - II �- 2815 7N 11 . 6K - +)22'-,0" 1(+)23'-t" p} a� Gam_ 124, I l+124'-2."1 4 11 1 a 1.8K 1.8K 1.8K 1.8K 1+121'-10" 11+)22'-5 I I I O' �. ��/ Q I I -5 - -- I - ---- r ---- _ _ INE GONTKAWK TO W I FY N N N N 2.OK I I 1 I� SOGAT ; ON) WE I GHTS � 51 ZE6 �I I CDC3500# ( ( CDC 3500# I I OF Al. KOOF TOP EQUIPMENT j I I 1 OPEN I NG5 I 3 ROWS S-5 II11 _ ' I I j BRIDGING 1 . ,�Tzi°w• . •a , I i IIII Z'------ ---•--- j - ---- - --- -- -- II I IIII I Ir r �- I I •' 4 IIII �� ww w_w --'- -_ --- 1 8" I 8 SPA a V-101,4" ti 1- = 46'-1 0 K in v c I I a u (� p 2 L1 I f1 I I N I N 1.. • 1 f,'. N- 1- 1If1- ff•- f.- f_ 1 1- 1Imo- Y .(i. '. 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LI 3 SPA o 3 -8 1 -0 L'i�tJ .�►`= T' 7 SPA a 6''0314" -3--- 1 8 SPA r� 5'-9�+e" = 46'-7 __ ---- I --6 SPA o 5 8 �e 34 -2 - = 11'-0" IL 1100 LBS I ------ ------- AC-4 4 1 Yt,• I I I 80fuo AA. - I1 l 1 InI a I1 I - 1 a - -----a in u, In I m u, to N u� to in to Ln Ln Ln In In -- - In u� in to n u u•+ ui - 1 N `n `n ^ Y I r Y Y 1n 1YA Y Y tc Y Y Y L Y Y L 1[ Y tp N Y Y I N N Y _ le uc Y Y N N N N N N N N N N N - P- -N N N N N N N N N N N N N N I I N N N N ( �� N N N N N •+N N N N N N N N N N - N N N N N N N N N N N N _ N N N N I I I M O = I _ - _ 1 1 0 LBS I • 1 0.5.K POINT LOADS I I 3 ROWS - yn. . Q i ON JOISTS Q ANGLES -- ------- j BRIDGING 1 U.N.O. 900 LBS 4015 7N 10. 4815 8N 10. 1 K 3215 6N 10. 1 K I 32G 6N 10. 3K 48G 8N 1 U. 2K 1+i23 _8� 3215 SN 10. 1 K 1+124 -0' 1 I 2 _ st " " (+)23'-2" ,� 7v�- SUSPENDED +)241_211- +122'-10 O• O/ I O' O' O1� 'L I10 (+)21'-4" �k- tiF- (+)21'-10" f+)22'-5 / hAINCURT 1 - = I WALL. 100 PLF - -' I Ir # -(S/ - 1 SUSPENDED CURTAIN 0.50 K POINT LOADS I �+ ON JOISTS t3 ANGLES WALL. 100 PLF 3 ROWS - 1 0.50 K POINT LOADS I I BRIDGING ON JOISTS rt ANGLES -- ------ j -- - - - - - - - -- - - - I � � - I U.N.O. I AC-2 _ 2400tt n II I = - - - -- - -- to I I - - ----- 1 cn I 1e Ne = _ - tan ta/1 N N ----N H 1a/'I tan N N Val 1 .a a a V1 CL N 11 = ------ a a • ( m v+ m tail vai m m m to m m m tr tr m m m - ` m o, - _ m a, o• tr m tr m m tr m o tr 1 Y y ""- 1 1 w I �j - • �_ I Y Y ]C T T Y aC Y aC Y �L Y Y Y f[ Y __Y - _ _ _ _Y Y Y aC Y SC 115 aC aL Y Y I _ -- 1 N N N tbe .d ko0 tC N N N N N N N N V N N - N � - N N N N N N N N N N N N 1 1 tD La Lo to N N I I N N I _= II N - N a •�, 11 I Z a -- f - ------ - ---- - .m - N o 500ts off■ - -_ IW _ CH-4 11 I Z W �' ---- - - - -- - - - - I I v rr MA-2 I 1 I �. 1 --- ----- - �__ i 000# - ---_ I 0.50 K POINT LOADS 1 1000 I M �- 1 I z C _ SUSPENDED CURTAIN ON JOISTS m w 11• I Z I I I -----------WALL. 100 PLF ; I e « Q 11 I W - I TRANSFORMER I NOfol OLOVAfION 6HOWN AL,0% WALL 1 CH-5 1 - ARE J016f OBARIN& EL0VAfION5 9LOPG I 4 1 300tt1 „I a0 "11 '_ l W - 1+)22'-5" J0151'�+ 06fWBEN 6LEVAf I ON5 SHOWN f+)22'-10" -- -_---�1+>23'-2'------- - --- - - f+)23 -8�y` --- -- (+)2 4�0 r f+124 2'J j �a _ --- L+►z1'-4�--- ---- -- L-2 J(+12t'-10--- - - -- --- ------ -1-- ---- -- ---- -- --I------- - - -- -- --- - - I 6 - _ W1FiX26 __ I CD, _ - 8. 8" " I 146 _7 I 34'-2' �, 32'-0"' -` 48'-7" 48',{" - 42 -11 v - - " I I _ l --- ---- - - ---1 ------ 232'-O" ol 1 - --I----- - - -�+-_ 280'-6" M oj CG) OF K ui 1.7 K 1 a LTJ Q T_- 475 PLF 475 PLF ' I 255 PLF O 255 PLF -- - -- � Q 12'-D." C } C)} 12`011 - - - - --- ----- -- -- - ---- ---- - MATCH _ _ _ _ _ _ _ NE 0 CD _ DAD DIAGRAM 22KSP1 . - ' PROJECT NUMBER KEY PLAN 2105.0 1 _ ) FLOOR PLAN - SHEET NUMBER B S -2B - - 1/8" 1'-0.. PLOT OATL: DARTMOUTH,7b00 SUP 93-0253 �2 OF 16 • } 4' owl,wr4pow WORM lw t 4'-0 0 12" '— /MASONRY WALL w U • �• (� 0/C 0 DOORS -T-/ OORS � BEYQND DOOR o w 0'_11.1 {tJC,- 04 DOWELS - --�� \ V/� I SEE 215 3 \ ---- W/AEPDXY SEALANT f 1� r @ 12" 0/C. r ri CONG FLR SLAB i-Ok I 1.4, '('Q ct C��-J(,I t�MTt I / I SEE PLAN t� CONCRETE FLOOR x 'r' --- CONT CLOSED CELL -MIN 16'___ �.- el , / P ec. I�rL,G;0� f�)V ' S„ CONC 5LA8 �� .N V I . G✓ Gt-o� o{ `►J`LAk3, SEE PIAN sm BACKER ROD T.F.E. .) T R U C T U RAL NOTES {�- T -- - -- - - -. - - -- - REINF W/6XEX2.9X2.9 ' W.W.F. W/ 11/2" 4 _ -- - - --- - - - - _ MIN CLEp� COVER T/CJNC ap (;ENERAL • 'd -�_ D o D ° ° D ° V, ° D -- SEE PROJECT SPECIFICATIONS FOR CONSTRUCTION REQUIREMENTS. °. ALL (->0' 8' �- - '•o?'" et DOORS °;o CONTRACTOR IS RESPONSIBLE FOR BRACING, WITHOUT OVERSTRESSING, ALL PRECAST F'_R PANEL W a D 0 m STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PHASE OF PROJECT. TOP. SEE PLAN, PROVIDE _ 4" MSNRY WALL LOGSE _ ° _ MATERIAL STRENGTHS. 6X6-W1.4X1.4 WWF IN SEE PLAN, REINF ��- ` GRANULAR r•--- 8" MSNRY WALL w ° D o - A-36 STRUCTURAL STEE•L----------------------------------------------- -- -"FY 36 KSI TOPPING W/+4 C 16" 0/ SEE SEE PLAN & 2/S-3 '^ o D ° o 0 o A-500 STRUCTURAL STEEL TUBES --------------------------------------------FY 46 KSI VERT +----CONCRETE STRIP FTG Wi FY CO !:SI SPEC'S p � D o 1 I - A615 GRADE 60 REINFORCING STEEL (STRUCTURAL)--------------------.-------' r -A---INSULA(ION, SEE - STEP, SEE PLAN FOR A615 GRADE 40 REINFORCING STEEL (TIES & STIRRUPS)------------------------FY 40 KSI --_ ARCH'L1000 O0 0 O o 0000 00 o(D 2 \ LOCATION OF STEPS. -.3.0 KSI T.F.E, CONCRETE 0 28 DAYS FOR FTGS, WALLS, SIDEWALKS & CJRBS-----------------FC -- p0 o O° p -'r- SELECT GRANULAR-�- p o Q 0 00 CONCRETE 0 28 DAYS FOR SLABS ON GRADE, COLUMNS OR BEAMS-------------FC -4.0 KSI SEE PLAN CONC FTG, SEE FILL, SEE SPEC'cl O DESIGN LOADS I PLAN & FTG CONT REINF M U ROOF LIVE LOAD E1" MASONRY WALL S --------------- -------------------------- 25 PSF RF_INF W/•6 @ 32" • NOTES � SNOW LOAD --------•- ------------- • 0/C, CTR REINF a 16EE FTG NOTESDOWELS ----- -- WIND LOAD IN WALL 0 " 0/C. VELOCITY 80 MPH 15 S E C T I o I V 3/4"-1'-0" 3 SECTION 3" = 1 '-0" t SECTION 3/4" - V-0" PRESSURE ----------------------------------------------------------------14.5 PSF MECHANICAL EQUIPMENT ROOM LIVE LOAD -----------------------------------------125 PSF S 3 MASONRY STO P 0032,44-2 S TYPICAL CONTROL JD1141 D032,27-1 S-3 CONC STRIP FTG W/ STEP. D032,03-2 OFFICE MEZZANINE AREA LIVE LOAD---(INCLUDES 20• PSF PARTITIONS)---------- 8- --- -----70 PSF PRJVIUE CONTR')L JOINT ------ ----------------------------------- 2000 PSF EARTHQUAKE ZONE ______- ZONE 3 ---------------------------------------------------- - 8 IN SLAB 0 END OF DOWEL NET ALLOWABLE SOIL BRG PRESSURE 8" MASONRY WALL T'.PICAL REINF W/•6 0 32" �� 1E• ASPHALT FELT OUNDATION "� 0/C, CTR REINF r - - •6 DOWELS X "' IN WALL. •4 DWL'S @ 5�" 0/C 6" MASONRY WALL----- 4'-0 0 12" MASONRY WALL CONCRETE FLOOR + m ,' REINF W/•F @ 24" 0/C 0 DOORS BEYOND DOOR SLAB. SEE PLAN =r a SAW CUT 8 F.LL FOR EARTHWORK, SEE SPECIFICATION. O/C _ T- ` SEE 2/S-3 -� ' W/EPDXY SEALANT 1 -0 / �°� ALL FOOTING ELEVATIONS SHOWN ARE THE TOP OF FOOTING ELEVATION. i -- 15• ASPHALT FELT 04 DOWELS II I w °•° /// 8„1 - CONSTRUCT .ALL FOOTINGS TO COMPLIMENT CENTERING OF WALLS AND COLUMNS UPON i 0 12" 0/G. r�tf 3'i� DIA SMOOTH ° F/FLR EL THEM, UNLESS NOTED OTHERWISE. / y - 1 DC'WELS X 24" LONG x - CONT ( .']SED CELL ___ REINFORCE ALL WALL FOOTINGS WITH 2-•5 BARS CONTINUOUS, UNLESS NOTED -- CONC FLOJR SLAB CONI, FLR SLAB I.8• „ (•)0'-0 - /II I SEE PLAN m 24 0/C m E.. hLF ROD CONC FLOOR SLAB OTHERWISE. SEE PLAN 5" CONC SLAB V I GRADE. EL, SEE PLAN SHORE ALL FOUNDATION WALLS BEFORE BACKFILLING AND COMPACTING. W.W.F. 1 1/2" —� -L - - $a �tlP uL. ,F SEE SITE .. °. REINF W/6X6X2.9X2.9 °dam_• CROSS REFERENCE STRUCTURAL AND ARCHITECTURAL DRAWINGS TO ASSURE PROPER a. F/FLR EL -- - - of,�Q-c6t"'�A /� - PLAN ,�•,�„d„ -- GRANULAR FILL DIMENSIONING AND PLACEMENT OF ANCHOR BOLTS, INSERTS, ECT. \� (•)0'-0” -i%,°�- W.W.F. CLEAR COVER T/CONC fi D o D ° ° D ° D 9 v DRAIN HOCK �' SEE SPEC'S • �`; - - °d•�. �� -- .EINFORCED CONCRETE WRAPPED WITH ° - INSULATION WALL O0'-8" °J'°�° ru •+•JD FILTER FABRIC IEE ARCH'L SEE SPECIFICATION SECTION 3300 FOR CAST-IN-PLACE CONCRETE. .'".• @ DOORS " o c?��` 11 .• CONCRETE PROTECTION FOR REINFORCEMENT; 8" WALL) SEE LOOSE I w o °cS7 PLAN REINF W/ -�� GRANULAR 4 w D o 1) CAST AGAINST & PERMANENTLY EXPOSED TO EARTH.----------------3 INCHES , .r--- B" CONC WALL N 0 D ° 0 0 3 e '"J°� 2) EXPOSED TO EARTH OR WEATHER - •6 BAR & LARGER,--------------2, INCHcS FILL SEE PLAN & 2/S 3 D D o T.F.E. °c;'c3a -- V-8" WIDE X 1'-0" r +4 Q 12" 7/C SEE I D 1° - •5 BAR & SMALLLER---------1 1/2 INCHES E•w• `� SPEC'S -- ° ° - °.,a° DEEP, CONT WALL FTG 3) EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND; +_. -*--INSULATION, SEE (1 0 00 C o o Q ° O o Q SEE PLAN s REINF W/2-•5 CONT c d, T.F E NOT E POSE 3'-4" WIDE X 1'-0" ARCH'L O n �- SELECT GRANULAR -i► O OO ° ° BOTTOM BEAMS & COLUMNS------------- ----------------------1 1/2 INCH -- T.F.F. O 000 0..,_- g�x "�_ SLABS & WALLS---------------------------------------------3/4 INCH A; SEE PLAN DEEP,CONT WALL FTGHFILL, SEE SPECS O LAP ALL SPLICED REINFORCING 24 BAR DIAMETERS, UNLESS OTHERWISE NOTED. REINF W/3-•5' CONT SEE PLAN -.. - CONC FTG, SEE SEE PLUMBING ��-- _ - - DWL'S TO FTG OPENRIG IN STRUCTURAL MEMBERS ARE NOT PERMITTED WITHOUT APPROVAL OF BOTTOM PLAN & FTG NOTE; DRWGS FOR ADDT'L-? -- '6 0 32" O/C STRUCTURAL ENGINEER. I i + _.� • • NOTES REMOVE FORMS PRIOR DR IN TILE ��-- 24 LOCATIONS OF CONSTRUCTION JOINTS IN STRUCTURAL MEMBERS PERPENDICULAR TO �. 4 DOWELS - • 0 1Z' O/C TO POURING ADJACENT INFORMATION l U / 3} Tp - MAIN REINFORCING"MUST BE' APPROVED BY STRUCTURAL ENGINEER. S�_ C T1.0 N 3/4"-1' 0" S E T I O N 301JCR;TED„ S E C T I O �J / I-� I►-1 ZOO 1.1.�. l -, 1Gg 2 3/4" 1'-0' "MASONRY 22 S E l.• T I C`N 5 3 CONCRETE STOOP D032,44-2 S-3 TYPICAL CONSTRUCTION JOINNT D032,27-2 S-3 CONCRETE STRIP OOTING S WALL D032,02-1 SEE PROJECT SPECIFICATION, SECTION 04200. . 3/4" • 1'-0" PROTECT MORTARS FROM FREEZING FOR AT LEAST 48 HOURS AFTER PLACING. 8" MASONRY WALL SEE SPECIFICATION FOR PLACEMENT OF MASONRY JOINT REINFORCEMENT. S-3 MASONRY WALLS 0 COMPRESSOR MEZZANINE D032,02-1 EXTEND DOWELS - - 8" MASONRY WALL EXTEND VERT'S - �— SEE 2/S 3 FOR REINF FOR ALL MASONRY WALL OPENINGS OF 4'-0" OR LESS, PROVIDE e" HIGH LINTEL 2'-6" INTO MSNRY SEE 2/S3 FOR REINF 2'-6" INTO MSNRY BLOCK.. REINFORCED W/ 2-•5 BOT CONTINUOUS. U.N.O. WALL / 15• FELT PAPER OR F'M . SON P.S.I. ( MIN,), C'ON TO CONCRETE f'c - 3000 PSI. U.N.O. WALL / 15# FELT PAPER OR POLY �- POLY ALL MASONRY CONSTP.bCTION TO BE INSPECTED AS PER SPEC. SECTION 04200. CONC BILK WALL EXTEND BARS AROPND OPENINGS AT LEAST 2'-0" BEYOND EDGES OF OPENINGS. F/FLP. EL a BEYOND DOOR - REINFORCE B" CONCRETE BLOCK WALLS WITH 1-•6 0 32" 0/C (VERTICAL BARS) SEE 2/S-3 (+)01-04 - - - CONCRETE FLOOR SLAB 1 -0' ° i CONC FLOOR SLAB AND 2-64 t 41," 0/C (HORIZONTAL BARS IN BOND BEAMS). U.N.O. 5" CONC SLAB �t,�1 SIZE a SPACING OF DWLS -- SEE PLAN F/FLR EL SEE PLAN HOOK HORIZC'": A- BARS WITH 90' STD. HOOK AT WALL TERMINATIONS. :. CONC FLOOR SLAB (•)0'-0" --�• ° - INSTALL 1••6 VERTICAL IN ALL CORES WHERE HORIZONTAL BARS MUST BE HOOKED REINF W/6X6X I /r I TO BE THE SAME AS VERT :5¢ -- �- - SEE 2/S-3 FOR DWL'S SLOPE SEE PLAN _ PROVIDE DOWELS INTO FOOTINGS OF SAME SIZE AND SPACING AS VERTICAL BARS 2.9X2.9 W.W.F. :.�--• -- I/ I w WALL REINF 8" POURED CONC 1 1/2" MIN -- ." -" *4-(t..II, aG LAP 40 BAR DIAMETER WITH WALL REINFORCING. • CLEAR COVER -- - - -- - F/GRADE EL WALL, REINF ORIZ ;.�- -- --- GRANULAR FILL Com- c3Pe�►-1 Q 12" 0/C HORIZ SEE SPEC'S PLACE GROUT IN 5';0-%MAXIMUM LIFTS. B/SLAB SEE SITE PLAN SELECT GRANULAR FILL & •a 0 16" O/C STRUCTURAL STEEL SEE SPEC'S VERT INSULATION, SEE ARCH �p SEE SPECIFICATION SECTION 05100. z 12"X 16" CONC PIER DRAIN ROCK-�� od;°$ed^Q ALL WELDING MUST BE PERFORMED BY AN "AWS" CERTIFIED WELDER. 4 d 'r°:•'• •6 DWLS X 4'-0 REINF W/4-95 VERT WRAPPED WITH •a •�3 •��'. - SIZE & SPACING OF DOWELS 0 12" O/C, SEE TO BE THE SAME AS VERT DESIGN BEAM CONNECTIONS IN ACCORDANCE WITH THE EIGHTH EDITION OF AISC ` . COMPACTED PLAN S # 3 TIES @ 12" 3/C FILTER FABRIC ^� •d od /' REINF, ALT HOOK DIR MANUAL OF STEEL CONSTRUCTION, UNLESS NOTED OTHERWISE. GRANULAR T.F.E. r T.F.E. :.a.'.�P FIELD ALTERATIONS OF STRUCTURAL MEMBERS ARE NOT PERMITTED WITHOUT Jt FILL, SEE - SIZE & SPACING OF DWLS 's b STD 2' O" APPROVAL OF STRUCTURAL ENGINEER, - SPEC'S SEE PUtN _ '0 ' TO BE THE SAME AS VERT SEE PLAN °'•°'8 ALL STEEL BEAMS TO BEAR A MINIMUM OF 8" ON SOLID OR GROU1cT) MASONRY 8 MSNRY WALL .� e w ` ��- SEE PLAN & 2/S,3 TOP/PIER = WALL REINF �' WALLS W/ 2-•5 VERT. IN JAMBS, FTG. TO BEAM BRG.UNLESS NOTED OTHERWISE I-)0'-8" FOR SEE PLUMBING ; ,^ - -')CONC FTG W/REINF POURED WAL7� -- CONC FTG W/RE INF DRWGS FOR ADDT'I_ "° SEE PLAN & FTG NOTES _ ' @ SIM FUTURE COL's SEE PLAN 8 FOOTING DRAIN TILE coECIAL INSPECTION -_ - @ SIM NOTES INFORMATION CONVENTIONAL TESTING & INSPECTION IS IDENTIFIED IN SPECIFICATION DIVISION 2,3,4 & 5 - T SPECIAL INSPECTION IS REQUIRED FOR MASONRY A5 FOLLOWS: J - SECTION 3/4"-1'-O SEC ION SECTION - �= 17 10 3/q' = 1 "-0" 3 3/4"•1'_0„ A. A _ET OF (5) MASONRY PRISMS SHALL BE BUILT & TESTED IN ACCORDANCE WITH ¢ _ I 3.C. STANDARD NO. 24-26 PRIOR TO THE START OF CONSTRUCTION. S 3 CONCRETE BLOCK STOOP D032,17-1 � CONCRETE PEER Q EXTERIOR WALL 0032,11-2 S-3 CONC STRIP FTG AT POURED CONC FND WALL D032,07-2 B. DURING CONSTRUCTION, A SET OF (3) MASONRY PRISMS SHALL BE BUILT AND ( �_ TESTED IN ACCORDANCE WITH U.B.C. STANDARD NO. 24-26 FOR EACH 5,000 -- - 12" X 16" MSNRY PILASTER FT. SQUARED OF WALL AREA, BUT NOT LESS THAN (1) SET OF (3) MASONRY W/4-•7 VERT & •3 TIES PRISMS FOR THE PROJECT. OIL T/WALL @ 8" 0/C C. THE COMPRESSIVE STRENGTH OF MASONRY DETERMINED IN ACCORDANCE WITH + _ SEE ARCH'L °ROVIDE CONTROL JOINTS- SEE STANDARD NO. 24-26 FOR EACH SET OF PRISMS SHALL EQUAL OR EXCEED = -_ AT ABOUT 20'-0" O/C, SAW F/FLR EL �� 15• FELT PAPER OR REQUIRED F'm NOTED ON DRAWINGS, = F/GRADE EL FREEZER WALLS POLY - CUT 1 1 /2" MIN. CONTROL BY STORE FIXTURE Tr - D. MORTAR TESTING SHALL BE IN ACCORDANCE WITH U.B.C. STANDARD NO. 24.26 - = L SEE SITE PLAN o-o o JOINTS IN FRONT FACE CONTR, I I (')0'-0„ - ---- AND SHALL BE AT THE SAME INTERVALS AS MASONRY PRISM TESTING. ° SELECT GRANULAR FILL oo oo I I GRADE EL, CONC FLOOR SLAB E. ADDITIONAL MASONRY OBSERVATION REQUIREMENTS ARE IDENTIFIED IN -- 1' 0" WIDE MINIMUM °°°°° �_-_ ° ISOLATION JOINT SEE PLAN & 2/S-3 SPECIFICATION SECTION 04200. _ o� 0 4 @ 10" 0/C. I 11„ SEE SITE � S FOR DOWELS BEHIND RETAINING WALL o°o°a' 0 FREEZER TYP 2X6 PRESSURE TREATED \ ° WRAP SELECT GRANULAR oCb000b 15• FELT PAPER LUMBER. TO SERVE AS PLAN �� _ FILL W/GEOTEXTILE FABRIC ate°off,- •4 @ 16" O/C. I I NAILER BREAKER STRIP SEENSPEC'ULARS ILL = w 0 0° F/FLR EL I CONT ALL SIDES ° INSULATION, SEE ARCH. _ DRIVE ° pOG; NOTE; GROUT PILASTER HEIGHT i SEE PLAN -------- ----- -- CONC FLOOR SLAB SOLID. DO NOT USE SEE SITE PLAN / VARIES SEE PLAN MORTAR FILL L -- :. Y4" DIA WEEP HOLES --� 12" FREEZER FLOOR INSULT I FOUNDATION NOTES 0 51-0'O/C SEE PLAN FOR THICKNESS T.F.E. - �� - •4 @ 16" O/C. FELT PAPER f '/ q ° -- 2" CONC SLAB SEE PLAN •.', 1) FIN. FLR. El_. ASSUMED TO BE (,) C'-0" - (VERIFY) / T.F.E. BOND BREAKER `r�• 2) FOR TOP OF FOOTING ELEVATIONS SEE PLAN =- - 4- •4 TOP CONC FTG W/REINF SEE PLAN \-- VAPOR SEAL, CONT @ SEE PLAN & FTG NOTES 3) SEE SECTION 1/S3 FOR TYPICAL STEPPED FOOTING DETAIL = w_ j INSULATION 4) 5" CONCRETE FLOOR SLAB OR 4 SLAB SEE PLAN - -- 2 •a BOTTOM ( \--- - GRANULAR FILL USE 5" MIN CONC FLR THICKNESS OVER ALL WALKER DUCTS. uj SEE SPEC'S & 4" MIN CONC UNDER WALKER DUCTS, SEE 7/S3 1'•6" 10" 8 5) SEAL UNDERFLOOR REFRIG, PIPE W/ FOAM INSUL, BY REFRIG CONTR• 6) USE 1 I/4" DEEP SAW CUT FOR CONTROL JOINTS 114 5" SLABS & 1"ICUT @ r ��■ = �= 18 SECTION 1/2"•1'-0 11 SECTION 3/4" - T-O" 4 SECTION 3/4" - 1"-0" 4" SLABS C.J. NOT TO EXCEED 10'-0" O/C E.W. @ DRY SHAKE FLOOR FINISH 16'-0" O/C E.W. @ REMINDER OF 5" FLOOR SLABS & 12'-0" O/C @ 4" SLAB AREAS. z S-3 POUR CONCRETE RETAINING WALL. D032,12-2 S-3 f"RLLZLR FLOOR @ INTERIOR SLAB D032,05-2 S-3 MASONRY PIER @ EXTERIOR BLOCK WALL DO32,11-2 7) FOR CONSTRUCTION JOINTS, USE 24" LONG SMOOTH ic � � = -_ DOWELS 0 24" O/C. GREASE HALF OF DOWELS, SEE, 9 & c EXTEND 4 17 DWLS 12" X 16" MASONRY 10/S3 FOR SIZE. CONSTRUCTION JOINT ON NUMBERED GRIDS wi CONCRETE PAVING INTO FND WALL & �\ PILASTER, SEE 4/S-3 8) PROVIDE ISOLATION JOINTS IN FLR. SL,,B AT COLUMN w ui N '' = #4 @ 16' 0/C 2 AIR SPACE INTO FOOTING Z EACH WAY SEE SPEC'S UNLESS NOTED 15• FELT PAPER OR LOCATIONS. SEE 6/S3 - ts_ OTHERWISE - $" POURED CONC POLY 9) CONTR. IS TO 'DROP ALL FOOTINGS WHERE ANY SEWER LINE Ur a = / ISOLATION JOINT. a / FREEZER WALLS - / 4 FREEZER TYP WALL, SEE 3/S-3 / WILL UNDERMINE FTG'S SEE 1/S3, VERIFY ALL LOCATIONS Z z U. BY STORE FIXTURE 15• FELT PAPER i o i-- CONC FLOOR SLAB 10) PROVIDE CONTROL JOINTS AT PERIMETER OF ALL FREEZERS. w y� ►' CO'iTR. - F/FLR EL SEE PLAN 11) ALL GROUTED AND REINF. MASONRY WALLS TO BE FILLED 6X6 PRESSURE TREATED (•)0'-0" - - WITH 2500 PSI GROUT. v = Q [IMMI I WOOD BLOCK, CONT SEE 2/S-3 FOR DOWELS • 7 ° ° Q F/FLR EL i 12) TOP CONC WALL (-)0'-0" - EXCEPT AT ENTRANCE STOOPS W _ ° SEE PLAN. CONC FLOOR SLAB ( TOP CONC WALL (-)0'-B" Q °�� • •° -- -- 9 -- GRANULAR FILL ° ° L' Q • ° °O ° / SEE PLAN SEE SPEC'S D m - '- Q Q ° •O GRADE EL F. • .000 FREEZER FLOOR INSUL SEE SITE INSULATION, SEE ARCH U > w-- O '0 °°0 • • BITUMINOUS � SEE PLAN FOR THICKNESS PLAN ` � w LL ,o = _= o� Q• Q ° 2" CONC SLAB --- SIZE & SPACING OF DOWELS Oo ° • PAVING O ° U ,"OQ,o _ TO BE THE SAME AS VERT _ w-- - O.oOb °o o ° o° 2-#4 CONT b�° �`----- GRANULAR FILL T.F.E. REINF I �- SELECT GRANULAR FILL-�O .00O°�• � CONC WALL SEE SPEC'S - STD 2'-0' . �` FOOTING TYPES 0 � _ fSEE SPEC'S 00°•00° � @SIM, SEE � GEE PLAN '••,'. -- -- O,oO, 3/S3 -� VPPOR SEAL, CONT V NC FTV//REINF FOOTING TYPE 'A' 4'-4" X 4'-4" X 1'-0" W/4-•5 E.W. H01 I 3'-0" ° MASONRY WALL-- INSULATION �— S�E PLAN & FTGNOTES FOOTING TYPE 'f3' - 6'-0" X 6'-0" X 1' 0" W/7-•5 E.�AJ. BOTT -- SEE 2/S3 IN",','CATION, SEE FOOTING TYPE 'C' - 6'-4" X 6'-4" X 1'-0" W/8-•5 E.W. BOTT SPLC'S FOOTING TYPE 'D' - 8'-0" X 8'-0" X V-4" W/10-•5 E.W. BOTT - 1 � _ SECTION _ _ 1 0�' 12 SECTION •3/4" - 1'-0" E C T I O N ALL V-8" WIDE X 1'-0 DEEP r TG'S TO HAVE 2-•5 CONT. -� 1 1/2" 5 `'1 3/4"-1'-0" ALL 2`0" WIDE X 1'-0 DEEP FTG'S TO HAVE 2-•5 CONT. =5 r S 3 IM-11- R RECEIVING DOCK CONCRETE PAVING D032,15-1 \S-3 FREEZER FLOOR 0 LXTERIOR WALL D032,05-1 � S-3 MASONRY PIER AT POURED CONC FND WALL D032,07-2 ALL 4'-0" WIDE X T-0 DEEP FTG'S TO HAVE 4-•5 CONT & 45 TRAN-VERSE 0 2'-0" oiC =s 1 ALL CONTINUOUS FOOTINGS ARE 1'-O" DEEP -_ COL & FTG. _ - STEEL COL, W/B PL 3, TOOL OR SAWCUT JOINT ISOLATION JOINT & A.B'S, SEE COIL DIA. SMOOTH SMOOTH �- & FILL W/JOINT E•EALER ALL AROUND COL I - DOWELS X 24" LONG v- SEE PLAN SLAB 15• FELT PAPER OR NOTES COLUMN NOTES - @ 24" 0/C CONCRETE PAVING POLY ! I _ �t± SEE SPEC'S I ' I /- CONC FLOOR SLAB 3ui lil / F/F R I I I % SEE PLAN 1) TYPICAL INTERIOR BUILDING COLUMN TO BE 7''X7"X1/4" T.S. -.° F/FLR EL L EL I W/13"X13"13/4" BASE PLATES & 4-1" DIA A.B.'S (U.N.O.) Q • ° Q • Q p ° D p 0'-0" (�)0'-0" � °e------ I "-';°�'- - -- 2) T r'P!CAL BUILDING COLUMN IN EXTERIOR WALL TO BE , • Q '_ ° ° • ° ° °I I I °° 12" X 16" MASONRY PILASTER, REINF W/4-•7 VERT & •3 TIES 0 8" O/C 3) SEE FOUNDATION' PLAN FOR ADDITIONAL STEEL COLUMNS • rJ ° ° 0 Q D �, ° D ,D D° D ° dd�ot, A � GRANULAR FILL GRANULAR FILL -� ' o: COAT COL W/ COAT. 4) TOP OF FOOTING OR PIER ELEVATIONS - SEE PLAN Q ° v SEE SPEC'S SEE SPEC'S I I TAR EPDXY PAINT -�-- -- 'o° O •0 U O ° °o° \`- I I TO FIN FLR EL. i O °0. 0 0 0° °°°0° O O°• O FELT PAPER CONCRETE FILL T.F.E., �--� 00°•00°°O �-- SELECT GRANULAR FILL OHO '°° O BUND BREAKER f'c - 500 PSI - -- 1" GROUT. 0. 0. SEE SPEC S °O° O O MINIMUM UNLESS NOTED PVC PIPE OTHERWISE �— CONC FTG W/REINF O Z SEE PLAN v SEE PLAN & FTG NOTES _ LINTEL SCHEDULE - 0 ' ^ LINTEL Df SCRIP TION OF FAIL REMARKS criW SECTION SECTION SECTION NUMBER ;. _ " 3/a" - 1'-0' may-- ' ! 20 1 1/2 - 1 -0 13 6 3/4"-1'0" - - - � c•'�r' t 5-3 7 - -' - USE FOR ALL MASONRY l� o CCNSTRUCTION JOINT r? RECEIVING DOCK CONCRETE PAVINu 003,..15-2 S-3 PVC UNDERFLOOR IRLNCFI D032,06-1 S 3 COLUMN FOOTING D032,03-1 8" X 8" HIGH LINTEL BLOCK OPENINGS ' TO 4'-0" a 0 _ I L-1 WITH 2-•5 BOTTOM ' ' O LENGTH ~ j 2X4 KEYWAY W/ MASONRY WALL BEYOND .. #4 DWL 24" 0/C DOORS, SEE 2/S3 J p + 5" CONCRETE SLAB —1 --- KNOCK OUT SLAB TO BE - USE FOR ALL MASONRY p� „ 15# FELT PAPER OR POURED AFTER PIPE IS { REINF W/#4 @ 12 0/C - OPENINGS UP TO 6'-0" E.W. BOTT W/11, " MIN � POLY IN PLACE & TESTED CONC FLOOR SLAB 2_0 _ 2'-0 L-2 W 8X18 W/I/4" X 711/2" BOTTOM PLATE 2 / EXTEND VERT'S 2" 2„ SEE PLAN IN LENGTHLij CLEAR COVER 2'-6" INTO MSNRY --- 44 0 18"O/C - - c ° WALL I Tie IN SLAG AYS,CTR. N _ #4 DOWELS @ 24" 0/C F/FLR E TYP. CONCRETE FLOOR SLAB T 0'-0" e 6--- -.-- --.- 1 -- -- - - - -- - - Fri I_ 3 W 24X62 O� SEE PLAN �i"J o `�YWALL, C)LOOSE POURED CONCRETE I'�•�y ° °. GRANULAR FILL -8" CONCRETE -- GRANULAR �` SEE 3/S3 d• I o.o' SEE SPEC'S /I W 8X18 W/3/g" X 71/2" WIDE CONT �- WALL, W/#4 L• - FILL• SEE FELT PAPER .° °p - FORM DECK d f� L-`! BOTTOM PLATE INSULATION, SEE ARCH'L I // U 12" 0/C VERT N SPEC'S �'- BOND BREAKER SEE SPEC'S CONC FTG W/REINF �� T.F.E. ° _o - CONCRETE FILL WALKERDUCTS, SEE S-1 l r SEE PLAN 3 FTG NOTES I N f'c - 500 PSI 6„ AND ELEC-NOTE SPECIAL 1) SEE ARC 1. FOR MASONRY OPENING WIDTHS. 7 SEE PIAN :. a°° MINIMUM _— ELECT JUNCTION BOXES 2) USE 8" HIGH LINTEL BLOCK WITH 2-15 BOT. FOR L 1 e 5 1/2" DEEP ARE REQ'D OPENINGS NOT COVERED ELSEWHERE. d. �a °i -- SEE ELECT 3) BEAR LINTELS A MIN. OF 8" UNLESS NOTED OTHERWISE. PROJECT NUMBER 4) BOLT STEEL LINTELS TO MASONRY W/2-3/4" DIA A.B. SECTION SECT ION SECTION EACH END TYPICAL 2105.0 21 3/4"=1 '-0" 3/4" - 1'0" 5) GENERAL CONTRACTOR TO SHORE ALL MASONRY LINTEL `I U POURED CONCRETE- RAMP ra CONC WALL D032,17-2 S-3 PVC TRENCH JUNCTION D032,06-2 S-3 SLAB OVER WALKER DUCT D032,30-1 SHEET NUME3ER t , . . S .: 3 � ' PLOT Di _E: 06/03/9.3 DARTMOUTH, 7500 BUP 93-0253 13 OF 16 1-i °... ' - dhAG �'l ANK t I bHt' - - - - -- ----- - • 21'7 Z 7 -9" -•. I lib K 4' WIDE PLATE r ( 1,C...y� `�1LG v� �,,p,r✓1 � �P:�-� ��N� TO ®ERM WE0 - X 2'-0" LONG m 4'-0 '� 0 �II I O!C, F WE' -_ PRECAST FLR PANEL w/ OF ��r ArJI..;:,G F<llN p1'-1(112 - - - L L -- ----- ------- ----- FIELD 70 TDF. SEE PLAN, PROVIDE. ✓ A ,f t W GX }ATONAL !'' I GOT OF BM TOP FLANGE 6X6 W1 4X1.4 WWF IN .•�.c` ( i PRECAST fLR PANEL 'N/ 1 TOPPING ANCt+BR�-a 5' �'i 21'-10 . M/F LR_EL- I TOP. SEE PLAN, PROVIDE M/F LR EL °- -- -- I EAG+4-SCBE -3+D"(=AM - ----- .tE PLAN o< GROUT THIS WALL SOLID - - - _._ - _- ------ - fOPPNIC'4X1.4 WWF IN - - -- -- -- / -- I v. I - SEE PI,&,N - - - HEADERS BY --�, cr PRECASTER ------ Y PRECAST -1/4%X4"XO'-6 m - - - EMBLD PL B PL " a ,_. SUPPLIER 0 4'-0 0/C Q 4 i � •. - :- 4" DIA l_-7X4X1/2" --•_____-_� , STUDS 2 PER _ x CONT W/ 3/8, / / ____.. �_ MAX, FIELD W'LO TO ' ANGLE, EMBEJ PL TO STEEL BEAM PLANK MIN) 3 SEE PLAN STIFF F', S C �/ 3/16" 4" HAVE A MIN 2 3/4' , —� 3/16" 4" 24PM/ �\ DIA STUDS 20'-81 " I 1 -- - STEEL BAN 0 12" 01C cr N')TEi PLACE _ I fOP OF fBEL � A &.� ,SE(l 06AM5 •10'-0'T+��N 3/4" 1'-0" S E C T I 0 N 3/4" - 1'-0" PlANK 7 I GH7 � --- 19-�4 LONGE�P4A�Q X UNLESy fE0ARO�NDp0UGL01NG 1 TO BEAM WEB 'S-4 PRECAST FLOOR PLANK BEARING ON STEEL BEAM DO34,04-1 _ _ 0/C, FIELD wfr_Q TO COLUMNS fYNIGAL ETRECAST FLR PLANK HRO ON ?,'lLL wELDED TO STL BM 0034,03-1 1,�' 6"cs!12'L1/C BOTTOM OF bE4M FLANGE Q 1'-68'-7" r M/FLR EL o --- -- —— _Y- PRECAST FLOOR PANEL W/ 1 Qa —_ ----- - - --SEE PLAN"LAN 2" STRUCTURAL TOPPING 3 SEE PLAN, REINF W/6X6- S-4 • /2 W1 ,4XW1 . 4 WWF IN TOPPING -• -Y � ,. ' L ABOVE --- - --- - -- ----- - _ .. 8 MASONRY WAIL L 7X4X1 _ SEE PLAN & 2/5-3 ------- --------- •� • L- X3/8"X 1'-0' 0 SIM - ' STIFF P,_ATES Q JeNG W/3-3/4" DIA _ CTR REINF IN 8" WALL 24" 0/C, s1+oP - EMBED PLATE4BYOPRECAS' --` -- -- - -- -- ---"- --'- I Ar 325 A.B.'_ � WELD TO BEAM SUPPLIER Q - 0/C MAX 8" SONRY - - 04 BARS 0 V-4 0/C. - FIELD WELD TO ANGLE, EMBED f SEE LZ/ /REINF �� 1/4 PROJECT A MIN 2'-0", 3/16" 4" PLATE TO HAVE A MINIMUM f . PRECAST SUPPLIER TO STEEL BEAM - 2 - r,z' DIA STUDS M/FLR EL BEND BARS INTO TOPPING ( I — W/ r� " STIFFNER v N SEE PLAN, > 4 NOTE; PLANK SHOWN FOR Q WT8X18 X V-0" PLATE 1! 4' -0" 0/C O O o o PRECAST FLR PANEL W/ ALIGN W/ STIFF PLATE�JREFERENCE ONI_'f, SEE PLAN Q, (4) A-325 X - --- TOP, SEE PLAN, PROVIDE FOR THICKNESS OF PLANK 3/4" DIA A.B.'S, 6X6 1.4X1.4 WWF 1N FLAT ON ANGLE 2 EACH SIDE O (3) A-325 BOLTS SHEETS IN TOPPING -SECTION 1 PLANK EXTENDS S E C T I O N S-4 OVER WALL 0 �� `� _ _ - 3/4" 1 ' U" 8"X 16" MSNRY PIL -- S 4 PRECAST FLOOR PLANK BEARING CN STEEL BEAM =N 3 1 51M STEEL BEAM, SEE PLAN a �� I > 0034.03-1 0 _. .-.-. y�_ _ Q BEAM Br G LOC'S _-r-_ - - - - - - - - - - - -- ---- --- REINF W/2-•i VERT & 8" HI BOND — •3 TiFS ':i b" O/C �_ • , 1 8 PRECAST PLANK BEAM W/2-•7 i � „ \ 13 BOT CONT �/�A. F�1�-'� tiC�aLlr f 1�1 �(lam 1[' ' - - - v W12" STRUCTURAL ]UPPING \ I I Y' MIN 1 AP L 1-c> G�KI t.)uW� (t�c�JLrN SUPERIMPOSED LIVE LOAD = i 09/'SO FTCA S CTI O N 2 S E C TION 3/4" V 0" ✓ ^ N - - X Q. HEADERS BY - u•I S-4 TEEL BEAM BEARING ON MASONRY PILASTER DO52,09-10 S�-4 PRECAST FLR PNI. NCN-BRG 0 MASONRY WALL - / rA ' `D PRECASTER J r l 3 - 5 5- I A 21'-11,,2-- --- _ W1 6X40 ON TOP OF WALL --- AND 5- I 0 1'OK H" MASONRY WALL W/3/4' DIA X 0'-6' GOLUMN 51 ZE5 ��- SEE PLAN & 2/S-3 ANCHORS Q 24" 0/C \ 5' S'-i -^ 2t'-to' _ e' �N o CTR REINF IN B" WALL EACH SIDE. STOP BEAM -- —^- — r 1 - " " _ v 0'-8" FROM GRID 'A' GHUu'( THIS WALL SOLID - T II -- 8 X 16 PILASTERS i • •4 BAR ,2'-0"X 2'-0" -�_ _ REINF W/ 2-#7"VERT 0 V-4" 0/C, PRECASTER S-4 I FIG3TOIBEAM BRGO/C TO BEND BAR INTO - HEADERS BY ,y ►y GROUT KEY PRECASTERto _ - a 24" II 54 M/FLR El_ _ ,N II HEADERS BY . _ PRECASTER S SEl} PLAN. -__ -- PRECAST FLR PANEL W/ I Q TOP, SEE PLAN, PROVIDE co - I -- ---- 6X6-1,4x1.4 WWF IN FLAT no 3 I SHEETS IN TCPPING 20'-8' • 2� '_5" 13'-5" 5'-8• 4. 3" MASONITE -- --- - - -- - _ - - _ - ---- - - --- r ' PAD a - v - •r. I oo 00 r` 8" HI BOND ,• BEAM w/2 •� NOTCH FKOCA5f •�, — _ PRECAST FLOOR PANEL W/ AKOUNO GUI1,01N6 - m -- -- 2" STRUCTURAL TOPPING BOT CONT fop Of Sf 661. COLUMNS f Y('I CAI. ® _ --- 00 , SEE PLAN. REINF W/6X6- 1'-6" 8'-7" Q UNLLSgOOAMS •10' " - W1.4XW1 .4 WWF IN TOPPING 5" MIN BRG. a� OfHERWISi o - - 0 HEADERS BY T SEELR EL PLAN -- ------ ----- I 26'-8 �_m PRECASTER F.� ----- ------ 3 SECTION 3/4' - 1'-0" a 114316" 0/C DRILL d 3 = GROUT 6' MINIMUM INTO� S-4 PRECAST FLR PNL BRG ON MASONRY WALL 0034,01-1 or 21," 51'x_ 15'-0" BOND BEAM. GROUT CORES --- --- --- --- `P 1 - -- - - - - --- SOLID AT DOWELS ------ _ - ', 3" KOROLATH BEARING PAD ar, F I N 1611 1=LOOK I:L�V v .- 8' HI BONG BEAM w/ .P * I I ' '6• M - = f a # _ r \'� 2-#5 CONT BOTT l. . , PRECAST FLR PANEL W/ - r' 6" MASONRY WALL. REINF C - 8" X 16" PILASTERS 3 _ °'. w/tt6 Q 2'-0" 0/C VERT TOP, SEE PLAN, PROVIDE 6x6-1.4X1.4 WWF IN o - - NOTE: PLANK SHOWN FOR L, TOPPING �i I REINF W/ 2-�7 VERT _ - n. A2 REFERENCE ONLY. SEE PLAN - - -- I F #3 TIES M B" 0/C S-4 FOR THICKNESS OF FLANK 5' 7 II — 5TTHUS BEAM BRG v , v = j SECTION O O GROUT 6/ MINRINTO S-4 II 12 3/4" = l '-O" c BOND BEAM. GROUT PRECAST CORE SOLID S-4 PRECAST FLOOR PLANK BEARING ON MASONRY WALL 0034.06-2 I AT DWL - -- • • .. � —7- - -- — -- - -i=ce - � � -—-—-—- — •— - - -- _ - ` 8„ HI FOND BEAM W/ I •~ . - 0 2-•7 dOT CONT �.. 20,-00 Lu Pl AG6 PLANK f I bHf 1 •• 0 8" MASONRY W ALL f0 OEAM Wf6 •3 X 24" LG 0' 4'-0 SEE PLAN 0/C, FIELD WELD TO - i BEAM BOT FLANGE �` PRECAST FLR PANEL W/ 4 SECTION 3/4" - 1'-O" 6 WKA&E 125 P�J1- - �� -_ M/FLR EL i TOP. SEE PLAN,PROVIDE SEE PLAN - _ 6X6-W1.4X1.4 WWF IN S-4 PRECAST FLR PNL NON BRG ON MASONRY WALL 0034,06 2 S-4 J 1 lli �zi � Ln - ------ -- --- TOPPING ' - W_ WAN Fr F0 -71 EMBED PL BY PRECAST M/FLR EL - = z Z • SUPPLIER Q 4'-0 0/C SEE PLAN - ``-° a o I- - PRECAST FLR PANEL W/ U_ • w L 7X4X1/2" MAX, FIELD WELD TO v =_ CONT W/ 3/8" ANGLE, EMBED PL TO - O O O O O O �- TOP_SEE PLAN, PROVIDE - a_ .r STIFF PLS 0 3/16" 4" HAVE A MIN 2-3/4" 6X6 1 4X1.4 WWF IN FLAT 24" 0/C SHOP _ DIA STUDS SHELT IN TOPPING m ~ 1• r` '� D to z NELO TO BEAM BEAM Hi BW/2-•7 I r X O STEEL BEAM BOT CONT __ I STEEL BEAM, SEE PLAN N _ "* SEE PLAN - i 1 I 1/4" 2"08" 0/C ,. „ ` 1/2 DIA X 0'-5" EMBEDS I I I U _ °° W N N �4 Q 2'-0" 0/C, STAGGER \ 8" MSNRY--�� ;"r• F' SPACING EACH SIDE X ° E;LOCK WALL _ - N T � - - 1/2" PLATE X 0'-6"X j i - 6" MASONRY WALL. REINF SEE PLAN & n � ' II 12" W/4-3/4" DIA BOLTS v V = r F/FLR EL W/16 2'-0" 0/C VERT & 2/S-3 ° _ - ——— — — ——— 8" BOND BEAMS 4'-0" 0/C COUNTERSUNK IN BOTTOM .r �,,:- �• SEE PLAN. OF PLATE 3 ` 12" X 16" PILASTERS _ • I 8E 3FTWES4@ 81, O/C CONCRETE FLOOR SLAB 8"XPLA1FOR ILASTER, SEE 6 F ISOLATION JOINT SEE PLAN ° I FTG i0 BEAM BRG �• 1 AT WALL. 15st FELT .,, .----�"•; _ l _ PAPER - ._ --.- �" '` _,-• _ _ - - ,� r.. _ . ...,.,;yy -1� � T.F.E. - SELECT GRANULAR FILL I ~� y- . •• *. ,».'..__., .._ _, .. 44- SEE SECTrON 3/4" ,'-D" - OFFICE MEZZANINE � R°ANSI NC PLSPECS = - - MEZZANINE BEAM BEARING ON MASONRY WALL -� - �,A% = 1 ' -0" < • CONCRETE FTG W/REINF SEE PLAN d FOOTING NOTES r ~' yr /IG"X 4" WIDE PLAT_ JO EXPANSION JOINT - - V-4"-- PLAG6 PLANK f t&Hf X 2'-0" LONG 0" M' yr 6" XPAN ON - T I 0 N 3/4" • 1'-0" f0 06AM W66 / 0/C, FIELD WFI TO E St 11 SEC - BOT OF B OP FLANGE JOINT -------- --- -- ----- -L-2 L-1 J S 4 MASONRY WALL BELOW BEAM SUPPORTING PRECAST FLR PLANK \ - PREC FLR PANEL w/ .- # M/FLR EL - TO EE PLAN, PROVIDE ----------- r -L-2- I I - 6-W1.4XL4 WWF IN !-- I-- -jr - '' 6" I 23'-11" — _ 23'-4 _ � �,�► �- PLAN -- _-`--- -- TOPPING I i I 12 0 ._ —_ _ -_ r t y q -- P 6" I 23'-11" S-4 23'-4" -0 y, !I N ` ►' L 7X X1/2 ---- --- -+ CONT W/ 3/$" < o N 2 I 4'-0 - - -- W24X62 I I II ' STIFF PL'SW24X62 24' 0/C SHOP Ij . N .Q, $� II 22 Q WELD TO BEAM EMBED PL BY PRECAST SUPPLIER � 4'-0 0/C � I W24X62 � ' I�I W24X62 MAX, FIELD WELD TO F I N 15H ('LOOK EL 1v I I S-3 O Z r~-- ty �f ANGLE, EMBED PL TO I r 2• - - - - - - - - -- -- -- - - - - _..-. �1.� STEEL BEAM -- HAVE A MIN 2-3/4" ! SEE PLAN Shop W� 1 2 IA STUD , - -- -- - -- -------- --- - - -- 6" 0 12" o — I— �� I zc" cr W . ^x (D- I ,� N Q � <4 abc)VP Q I Y ^^ I _j �� IN WALLS A90VE DOORS Se _ `^ mow, m ,P Nv z a ° ��--- ALSO PROVIDE 2) L-1'S 1 t f N I 1= 1 N 1511 FLOOK ELEV z n N 2 I _� INTO MEZZANINE tK •a: fi - J r G J r � I /1(0 N 3/4" 1'- P ! . 13, -20 a 25 -J /•�� ."'7� QJ / ` ' _ S-4 a CAST FLP PLANK BRG ON ANGLE WELDED TO STL BM 0034,0 2 0- <� $_q I N �w 6" X t6" PILASTERS _/ I Q " " - 6 MASONRY WALL .t. ., N �W 6 X 16 PILASTEF I U , & #3 TIES a 16 O/C 1 '0 Q ate' - 1 REINF W/ 2 #6 VEZT I 1 I a s REINF W/ 2-a6 VEF w FTG TO T/WALL EL to I REINF W/#6 24" 0/C I v b #3 TIES c 16" C I 8" X 16" PILASTERS - ' - DOOR JAMBS, 2 THUS VERT, FULL HEIGHT G FTG TO T/WALL EL I CL N(L w �' REINF W/ 2-#7 VERT ='" v. REINF W/ 2-sP7 VERT .Z STEEL STUDS - PRECAST 8" X 16" PILASTERS %WLI. DOOR JAMBS. 2 THL 3NLL T FLI PANEL W/ I Ct_ \=N I A #3 7IE5 La 16 0/C r'•. SEE ARCH Q �- TOP, SEE PLS 4, PROVIDE I d #3 TIES Q 16" 0/C '°"'a I FTG TO T/WAD EL @ N I " O 6X6-L4X1.4 WWF IN I FTC TO T/WALL EL Q ! DOOR JAMBa, 10 THUS 6"I 6 M/FLR EL TOPPING I DOOR JAMBS. 10 THUS - - -- I -- - -- —I CD •Y. * SEE PLAN ------- -- ---- 04016" O/C DRILL & - - GROUT 6" MIN INTO - --- - - - --- - - -- i - L-2 L-2 - L-2- L-2 1 G� CD N BOND BEAM, GROUT t.I Ir ! PRECAST CORE SOLID -L-2 L L-2 L-i 6" EXPANSION --- - CD I N ` V M H'L LOUVERS 6 EXPANSION • ALSO PROVIDE 1 1 L-3 AT DWL ALSO PROVIDE t 1 L-3 ABOVE MECH'L LOUVERS JOINT C_ f L1J 3 MASONITE PA'.D ABOVE EC L ,�., _ - JOINT - t IN WALL ABOVE MEZZANINE IN WALL ABOVE MEZZANINE -`-- 1, B" H13OND BEAM W/ a 9" r, � - 0 2-•7 BOT CONT 8• �+ N `n PROJECT NUMBER ws^ r MASONRY WALL SEE 2/C-3 - 48'-6" _9" .. 48'-6" -- -- 2105,01' '.. SECTION L ; 7 3/4" - 1' 0" M �j �j CMI CH) SHEET NUMBER S-4 PRECAST FLR PANEL BRG ON CONC BLK WALL D034,05-2 _ COMPRESSOR MEZZANINE FRAMING P �__ AN �. S ---q � n PL-UT- DATE: Of,r'03/93 DARTMOUTH:71500 BUP 93-0263 it,pF18 • ,�-eta' lot T, 4 SEE LAN l $ + I/MASONRY l.3• P WELD DECK TO z @ Roo MINS NOTES - 6 O/C 3/16„ - . c�� 1� �r:! - 1 112 " STEEL ROOF DECK TYP ALL ' , SEE SPEC'S '�qq . .• _ , 1 ) ROOF DECK - 1 ��2 Z� GA. . IDE R'18. EE C. iI II s-- STEEL JOIST, SEE PLAN 2) MECHANICAL 8 REf kt1`5'� .C. SECTION 05300 F CONNECTIONS J.B.E. I TO VERIFY ALL WEIGHTS d VARIER9OBOND �`4 �"" I II i 3l LOCATIONS. REFERENCE ALSO SPEC. SECTION 05200` E 'D a L-6X3 1/2X 5/16 CONT - - II NOTE TOJOIST SUPPLIER: REFERENCE SPEC. SECTI.,N 05200 PART 1.04 FOR DECK ANCHOR • W/1/2" DIA X 0'-6" - I SPECIAL JOIST DESIGN ELEVATION II I ONE OR BOTH MEMBERS 4) ROOF' OPENINGS CONSTRUCTION --REFERENCE SECTION 1/S5 AWCHORS Q 2'-0' t?!C VARIES. NOT TO �- MAYBE ELIMINATED 8" Hl BOND BEAM. REINF EXCEED 5'-6" II I I II DEPENDING ON OPENING 5) ELEVATIONS SHOWN THUS 1 )22'-0" ARE JOIST BEARING ELEVATIONS (J.B.E. I I 'x' W/3-#6 BOT CONT II I I II WIDTH STEEL JOIST. SEE PLAN I FIELD CUT AS REG'D I FROM STOCK LENGTHS BRIDGING, SEE PLAN L-3X3X1/4" X 0' �" W/ ; L-3X3X1/4" �� I II NOTE: VERIFY OPENING OI c GIRDER I 2-3/8" DIA EXP. 50LTS SIZES WITH CONTRACTOR 8 O 1 J R D E R le ' X 0 6 LONG II II PROVIDE FRAMES FOR ALL O J 4 THUS - I -- 8" MASONRY WALL ( I \ II OPENINGS LARGER THAN 12" SEE 2/53 FOR REINF t BOTH WAYS 1 ) STEEL TRUSSES ARE TO BE TOP BEARING,SIMPLE SPAN JO15T GIRDERS, W.• • ALL L'S 3X3x1/4'S TO �___ SHOP, FABRICATE IN 6" DEEP BEARING END.WITH AiMINIMUM BEARING OF 4" ON STL, NOTE SEE SPEC'S FOR BE WtLOED CONNECTION ACCO ANCE WITH ATTACHED WITH A MINIMUM OF1,4" X 2 FILLET WELD OR 2-3/4 HORIZ WALL REINF DIA. BOLTS BOTT CHORD IS TO BE STABILIZED AT THE COL'S (NOT WELDED) Q GRID "6 USE 7" WIDE 8 SECTION " JOIST 5E''.CING SEE PLAN FOR GIRDER DEPTH & LOADING, SEE SPEC'S SECT 05210 X I6 'HIGH T-PLATES SHOP 3/4'=1-0 , DETAIL k') TRUSS GIRDERS ARE TO BE DESIGNED BY THE GIRDER SUPPLIER AND TT WELDED TO COLUMN AND 3/° - 1 Q. CERTIFIED BY A ENGINEER REGISTERED IN THE STATE OF OREGON S-5 BEARING TUR STEEL ROOF DECK 005.,04-2 FR„ME FOR ROOF OPENINGS D052,12-i REPLACE 2L 5X5 W.]Tt! 5-5 i � 511BM1' DESIGN CALCULATIONS TO THE ENGINEER IN THIS OFFICE. 21_ 6X60/8” W/ 3/8" SPACE 3) POINT .'.DADS ARE 1N KIPS. AND DO NOT INCLUDE THE WEIGHT EACH SIDE •. OF 1:11J0[ST GIRDER ITSELF. /2„ BEAM AT ROOF 4) TRUSS GIRDER SUPPLIER VERIFY MECHANICAL LOADS AND iS STEEL 8 ER 15 TO 2L 5X5x3/8" W/ 3/8" SPACE 2 1 MIN BRG -• - CONDENSORS, SEE PLAN TO DESIGN TRUSSES FOR ADDITIONAL LOADING. POINT LOADS SHOWN I ' EACH SIDE EACH SIDE 1/8" 1" - IN THE TRUSS LOAD DIAGRAMS ARE AN APPROXIMATION OF THE TOTAL All W/ 3/8" STIFFENERS Q THIRD 1 1/2" STEEL ROOF DECKGRAVITY LOADS INCLUDING THE EOUIPMENT LOADS. -- POINTS SEE PIAN DEPTH ,1ST LOAD Co 16X16X3/b" T-SHAPED PLATE - J.B.E. 1 1/2" STEEL ROOF DECK 5) TYPICAL TRUSS DESIGNATION EXAMPLE -6G 8N 100 PANEL_ POINT FIELD WELDLD TO ANGLES ROOF CURB OR :EE SPEC'S JST SPACES -- PIECAS7 PLANK BRG r3 - _ ' BOLTED TOA NR�BOL WALL SEE PLAN ANGLE, SEE PLAN 61 ALL JOISTS TO BEAR @TRUSS PANEL POINTS. x :)10'-8" REPLACES W/ 6-1" DIA BOLTS & ARCH'L DRWGS ANGLES d PLATE THIS SiDE I �`' STEEL JOIST. SEE PLAN 7) JOIST GIRDER DESIGNATED WITH AN (*) INDICATE OFFSET PANEL POINTS A SIM _ _ BOTTOM/ PLATE �� 3/16'' ,• i+111'-8" 8" STL CANOPY STUDS J/T6 8" HI BOND BEAM, REINF a' 2'-0" 0/C � W/2-t«4 CONT BOT I + - - - - - - - - BOTTOM/ CANOPY - STEEL TRUSS. SEE PLAN. I NOTE; JOIST CHORDS ARE NOT 1+)10'-8" DESIGNED FOR CONCENTRATED UPLIFT BRACES AT TRUSS LOADS. EITHER PLACE [GADS 12"X 16" MASONRY PILASTER MIDSPAN, UONNECT TO FIELD WELD EXTRA WEB - AT JOIST PANEL uiNTS DR -- - _ REINF W/4-a7 VERT 6 #3 JOIST BOTTOM CHORD AT MEMBER AT CONCENTRATED ADD EXTRA MEM5ER FROM POINT 1 TIES a 8" O/C PANEL POINT LOAD LOCATIONS, USE OF LOAD TO NEAREST JOIST _ SECTION S E C T I U v L-7X2X1/4 PANEL P0;NT Or) pPP051 TE 1 CHORD 13 9 3/4' - 10 y SEc rioN , ._y...�. 3/4" - 1' 0" NO SCALE "5 DIAGONAL CANOPY BRACE @ MASONRY PILASTER D052,08-1 S-5 JOIST BEARING ON STEEL TRUSS GIRDER D052.01-1 S-5 JST EXTRA WEB MEMBER @ CONCENTRATED LOADS ON TOP CHORD MIN 1 1/2 " STEEL ROOF DECK t ` BRG SEE SPEC'S ,Qi• - hh 1 1/2" STEEL ROOF DECK .rt• ' -LE SPEC'S , I *SEE PLAN STEEL TRUSS GiRDER, SEE ', a -• PLAN - W/3/4 x DI-911 X 16" BEARING PLATE A. 2- 3/4" DIA ANCHOR BOLTS T� ON 1 " LEVELING GROUT , x A - 16" HI BOND BEAM, REINF /16 TEND 2'-0" EACH TSIDE�OFXTRUSS BEARING ` NOTEc JOIST CHORDS ARE NOT _ - 1 1/2 " STEEL ROOF DECK @2TRUSS"BEARING YLOCATIONS DESIGNED FOR CONCENTRATED REINF W/4-u7 VERT A. tr3 FIELD WELD EXTRA WEB -- LOADS, EITHER PLACE LOADS SEE SPEC'S TIES c! 8" 0/C. PROVIDE 2 MEMBER AT CONCENTRATED AT JOIST PANEL POINTS OR y� -- - - - ` - EXTRA TIES @ANCHOR BOLTS LOAD LOCATIONS, USE ADD EXTRA MEMBER FROM POINT J.B.E. --- _ _ SEE PLAN '-� -' --" 4-2X2x(f-+ OF 1_oaD TO NEAREST ,FOIST - STEEL TRUSS GIRDER. PLATE, DO NOT WELD BOTTOM CHORD Q SEE BOT CHORD STABILIZER PANEL POINT ON OPPOSITE PLAN - W/3/4" X 0' -8" X = 16" BEARING PLATE A. 2- CHORD TO PLATE SECTIONSECTION: , r 3/4' DIA ANCHOR BOLTS 3/4" 1' 0" 3 SEC ! ION NO SCALE - � ON 1" LEVELING GROUT - �- S-5 STEEL TRUSS BEARING ON MASONRY PILASTER 0052.08-1 S-5 JST EXTRA WEB MEMBER 0 CONCENTRATED LOADS ON BOTTOM CHORD k,y ' PIECE BLOCK AROUND TRUSS _- ;a t & FILL W/ FOAM INSULAT!ON 1 1/2" STEEL ROOF DECK - SEE SPEC'S - i � -- 1 1/2" STEEL ROOF DECK -a, SEE SPEC'S 1'/4" 2 OR J.B.E. ~ SEE PLAN 2-3/4". DIA A325 BOLTS @ '- SEE: PLAN l 8" HI BOND BEAM. REINF EACH TRUSS. ATERNATE STEEL BEAM _ BOLT JOISTS CONNECTION •.'��t W/3-96 CONT BOT, EXTEND AT CULUMN STEEL TRUSS GIRDER SEE PLAN `' 2'-0EACH SIDE OF TRUSS PER OSHA I 1/2" MI`: TOP PLATE. � SEE PLAN = BEARING I I 2-L'S 6X6X1/2" _ c X 3' -0" LONG 2-3/4" DIA A325 BOLTS La 16" MASONRY PILASTER I I STEEL JOIST, SEE PLAN. EACH TRUSS. ATERNATE _ TRUSS BEARING LOCATIONS I I CONNECTION _ REINF W/4-tt7 VERT 3 tri STEEL COLUMN. SEE PLAN 1/4" STIFFENLh TIES @ 8" 0/C. PROVIDE 2 I I �- b COLUMN NOTES PLATE EACH ;,!DES I i I STEEL COLUMN, " _ I I B COLUMN NOTES, W/1/2 _ EXTRA TIES @ANCHOR BDL TS I I SEE PLAN OF BEAM WEB I MINIMUM TOP PLATE & 4- STEEL 4- STEEL TRUSS GIRDER i i I i/4" DIA BOLTS SEE PLAN 80T CHORD STABILIZER PLATE I I BOT CHORD STAb1LIZER PLATE _ 4{y' DDO NOT WELD BOTTOM CHORD DO NOT WELD BOTTOM CHORD _ SE�'TI SECTION r ,4 O N 3/4' • U' S C T I TO PLATE 11 3/4" = 1'-0" 4 I 0 N 3/4" = 1'-0" M� S-5 STL TRUSS CONT THRU WALL @ MSNRY PILASTER D052,08-1 rn __ "- S-5 STEEL TRUSS BEARING ON STEEL. COLUMN 0052.02-1 S 5 STEEL TRUSS & BEAM BEARING ON STEEL COLUMN DO52.07-1 Oman Mfr W. . z o _ " Lu a w SFE SPEC'S a'! 1 1/2 STEEL ROOF DECK Z - cj W I.B.E. - - - TS-2 1/2 X 2 1/2 X 3/16" SEE PLAN CONT. W/1/2" DIA X 0'-6" _=- ANCHORS @ 2'-0" O/C W ` Lr - 8" HI BOND BEAM, REINF D Lr W/3-a6 BOT CONT +. U �— STEEL JOiST. SEE PLAN W BRIDGING, SEE PLAN U > L-3X3X1/4" X 0'-6" W/ - 2-3/8" DIA EXP. BOLTS - - ' '- 8" MASONRY WALL 1 1/2" STEEL ROOF DECK SEE 2/S3 FOR REINF ' SEE SPEC'S _ NOTES SEE SPEC'S FOR HJRiZ WALL REINF , - L 4X4k1/4" CONT , J.B.E. I I SECTION *SEE PLAN I I 8" - i a. S i 5 3,4"=1-U" - I I @ 2'-08 0/C 'TEFL STUDS S-5 DECK BEARING ON MASONRY WALL D052,14-1 STEEL TRUSS GIRDER = -= W/ END BOXED OUT SEE PLAN I I < . i \I MiN 1 1/2 " STEEL ROOF DECK — N - 4 2L 5X5X3/8" W/ 3/8" SPACE REPLA ES GIRDER �' I I - STEEL JD15T. SEE PLAN. BRG SEE SPEC'S = E W/ 3/8 STIFFENERS @ TWiRD GRIDS "1 " 8 - \ Y- POINTS FIELD T-SHAPED PLATE IZ ( I J.B.E. p STEEL BEAM. SEE * WELDED TO ANGLES ��J 1 I I - SEE PLAN W/3/4" X 0'-9" XPi6N qq SHOP WELDED TO BEAM BEARING PLATE d 2- - I/ - _._.. � 3/4" DIA ANCHOR BOLTS 3/i 6' 2 112" -_ --�_ ( I - I \, ON I " LEVELING GROUT i.�. ':•' „ ' ' � 3/1 6" 3„ m I _�_•---_.��_�- 3/16" 3 ' I / B" HI BOND BEAM. REINF i. ~• - -- - 8" STL CANOPY STUDS I W/7_-rt5 CONT BOT. PROVIDE oti HOLES IN BEAM AS REO'D TO STEEL BEAM- � @ 2 0 O/C 3/e" T-SHAPED GUSSET PLATE RUN REINF CONT SEE PLAN - 2" cd 12" 0/C 3/16" I I- 8lANGLESLDED TO GIRDER o STEEL JO15T, SEE PLAN ^ I Q; - - -' - BOTTOM/ CANOPY z I�•� •:,j, ',. .: 8" MASONRY WALL -- (+)1 O'-8" SEE 2/S-3 FOR REINF 2L 5X5X3/8 W/ 3/8 ' SPACE 'R w 1'-4' W/ 3/8" STIFFENERS a THIRD — 12"X 16" MASONRY PILASTER V POINTS - @ BEAM BEARING LOCATIONS Q REINF W/4-tr7 VERT & #3 � ` 2L GX6X3/8 W/ 3/8 SPACE TIES ca 8" 0/C, PROVIDE 2 � •. ' 15 SECTION C T I C�N @ GRID "6" EXTRA TIES @ ANCHOR BOLTS 06 3/4" - 1'-0" 12 SECTION C� O . r ' 3/4" = 1 '-0" s SECTION DIAGONAL CANOPY BRACE @STEEL BEAM D052.08--1 S-5 STEEL TRUSS to CANOPY W/ BRACE D052,02-1 5 5 STEEL BEAM BEARING ON MASONRY PILASTER p052,09-1 p�• W CONT Z- 4X4X1/4 BETWEEN JOISTS O ^� 1+M25o4Y FOR STEEL DECK BEARING. ANCHOR W/5/8" DIA X -0'-6" A.B. @ X' 17 'r0 1;8" v 1 " 1 1/2 " STEEL ROOF DECK a SEE SPEC'S PLATE 3/8" X 0'-4" 'X 1 '-0" J.B.E. W/2-1/2" D[A X 0'-6" ANCHORS VARIES - TYPICAL @ EACH JOIST BEARING LOCATION. MAY HAVE TO BREAK 1 BOTTOM OF BOND BEAM FOR BOLT U INSTALLATION � B" H1 BOND BEAM. REINF 1 v ' C.0 1/2" MAX W�/2-#6 BOT CONT PLATE TO ti 1 a FACE OF WALL VJ STEEL JOIST; SEE PLAN PROJECT.NUMBER ---- 8" MASONRY WALL ��OG,O J SEE 2/S3 FOR'REINF _ J NOTE: SEE SPEC'S FOR HOR 17 WALL REINF l SHEET NUMBER, SECTION 7 3/4'=1-0" 5 BEARING FOR STEEL ROOF JOiST DO52.04-1 ` ,r se r < i DARTMOUTH, 7500 OUP 93-0253 15 OF 16 I _ - 1 1 twwo � K 9 FOR GRAIN tILE At OUILOIN6 EXPANSION JOINT OEtWEEN REtAIL A_ - SPAGE ANO AOJAG PERIMETER +r UNOER FLOOR MLAO ENt 01.06 CHIS U _... 5EE PLUM0IN6 OKAWIN6) RMP- I SIDE NO ACOT'L 6KA'J1tY OR cr LATERAL LOA05 ON fH15 0L06 - - MAINTAIN TOP OF FOOLING z B A•� A D ELEVATION A MINIMUM OF rB �•� A - . 55'-5" _ 20'-11 " 16' OELOW EXTERIOR F I N 15H ` VKAOE ELEVATION TYPIGAI, •- 6'-4„ 5Y411 cs 55'-5" �+ 20'-11" ' - I SLOPE J.B.E--> I I I 6'-4 --I---- -- - I 1 -.-I -- - 4 (•)23'-3" (•)23'-9" (•)24'-011 W16X26 1 I'(•)24'-2" I ------- ---- ---------... --.--------- i 6 - -I.. GONTRAGTOK t0 VER I FY -- I DROP FTG AS RED I I I T.F.E. (-)2'-0" O __ — LOGAt I ON, WE 16Ht6 I S-5 I BELOW WATER PIPES I I I 12" U( 16" PILASTERS - 211-•--- 11 REINF W/ 4-u7 VERT 8" FTG -- I 51 ZE OF ALL ROOF TOP I ADD 2 012X20.7 CHANNELS ( I I b tt31 TIES @ 8" 0/C STEPS EQUIPMENT OPEN I N65 BEARING o (•)10'-10" i I it FTG 'TO T/WALL EL TYP INVERT ELEV -_ I I OVER DOORS & WINDOWS ( I I FOR (EXTERIOR WALL 1'-8" (-)3'-6" ra I I 00NG TUBERID COLUMNTACH ( I I COLUIMNS -GW --6 U"Ji 1 8 J i 3 ROWS i 3 ROWS BRIDGING BRIDGING ( - II 5" MINIMUM GONGREtE 5LA0 I 15 I I E CN JOIST ALONG GRID A i 1 _ I 1' H" RE I NF w/6x6-w2. 9xw2. 9 wwF ------------ --- - _ --- NOTE •'. �. OR AN AXIAL( LOAD OF 1 .5 KIPS r I I - 25'-11" 7'-4" I - REFER t0 SPEG SEGt I ON 02200 VERIFY PIPE _ -� _ I 5c�5m�c LO� FOR PLAGEMENT OF SELEGt INVERTS WITH dti-t INVERT ELEV - a� -TAO�= AC 10 -- r - I I I SITE CONTRACTOR I ( (-)3'-0" 1 a4 GRANULAR MACER I AL) VAPOR __4., Z n- 1200 LBS I add 1. SW-,- J 2 �-- a I o 2 OAKKIER ANO SANO GUSHION I v _ o c� o o a Y o - I S-� i UNOER ALL FLOOR 5LA05 I I I S-3 Lu zZ I /F y][ Y�[ a Y Y Y I I I W �Z ¢ / O O — l� 0 0 O — —CS , W N I n ofill Y M M „�� o o f I Q I I I I S-5 26'-11 „ 7,-0" � ------ -- -- TS 4X4XI/ "1 I I I I S-3 _ - ---- - F I N I SN FLOOR ELEV TOP/COL Q •>10'-10" I (-)4E-0" �N I AC-9 --- KICKER TO / OL TO ( Q 1 -0" 200. 01 I J LLJ i 950 LBS BOT/ JOIST LONG c I a ( rm � -- �� GRID A INVERT ELEV -- _ I J 3i oo A�3 to .f�¢X / c4)w1� I I i II 1 (-)3'-0" - I-. _ 7 SPA Q -1�/"•43'-4�/" 3Q5'-OYg"•15'-21/4" 5'-4y,,, ' 0" 2s ( � '�� ' 2 DROP FTG AS RF3'D I I I tYP I GAL GONtROL JOINT SW- 16' -0" M--- i) -- 4" '0 W I - - \ 1 I �_� BELOW WATER FIPES I I ( 56A 0 N6,0/G NOT TO EAGH SWAY EO I � � � -- l i i 1 i I 8" FTG _I _ �� _ I o 1 111.1 M- I I STEPS I U J L - I a = f 1 48" GIFL`ER 32" GIRDER I _ 1 — ' r i — --�—�---- — Q - -i_ - I - - - - - - - - - - - - - -- - - -"- - " -- +-7-+- - . _--- -- - � , 1 (•)23'-3" (•)23' 9" (•)24'-0' (•)24'-2" i --� J I_T J -_ I I 14 12 6'-8" 5U06RAOE ELEVATION= - 196. 5 ) =■ EXTEND TOP CHORD OF JOIST I 1 ' -6" OELOW F IN FLK ELEV) = .._ ALONG-GRID A, 8' BEYOND GONTRAGTOK K60'0 TO PKOV106 1 I GIRDER AND H R BOND I ANO PLAGE FILL AND UN0EK5LAO 13EAM W/ 8 ;DTX_ANCH -' 0 11-011 0/C AND PER I METEK ORA I NAGE SYSf EM � --' aUPER 5PEG5 ANO OETAIL5 12/P-2A A -- FRAMING PLAN FOUNDATION PLAN • z cn rJ 0 z Pj a_ 00 z ' Qla 06 I f� z o I� I _ a o � I PROJECT NUMBER- 2105.0 UMBER- I . . 05.0 - SHEET Nliti48EFi FLOOR PLAN RS--1 r Up o OrH "Soo 16 OF i9C.02', 53