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0 O I (n J Q w 0 z Q z Q J n 0 z_ a w 0 0 ry x 0 m ry 0 D cy J N (n I 0 0 m 0 z Q ry a Q m J I O 0 0 0 Ln fM Q I 0 0 �r__ 00 U / w 0 I Qo 0 % U �0 �cr o w EXISTING 8" CMU SOAP CIVIL jk REF AR( BOS EL W8x24; BEAR 8" ON FIRST FULL CELL ADJACENT TO OPENING; FULLY GROUT CMU TO FOUNDATION AND PROVIDE (2) 3/4" DIA x 7" EMBED ABs (3" PROJ) IN SHORT SLOTTED HOLES, TYP EACH END STEEL LINTEL AT NEW OPNG �Z7�3/4"=V-O" 073109 4-02 PROVIDE 1/2" DIA BOLTS REF ROOF DIAPHRAGM GRID AS REQD BY OSHA/SJI CONNECTION DIAGRAM AND AT COLUMN SCHEDULE FOR ATTACHMENT TYPE, SIZE AND SPACING (2) 3/4" DIA ERECTION BOLTS ON 5" GA AT TYP 1/4 3 EACH JOIST GIRDER 1/4 3 3/4" 1 CAP PLATE 4 SIDES 1 /41 I1 1 1I WELD NEAR SIDE 3 16 3 I 2" TYP BOTTOM HALF AND / 1 1 11" TYP FAR SIDE UPPER 3/16 3 1 HALF TYP 1 I - I � I 1 I I 1 I I I 13/16" DIA HOLE FOR GUYING i JOIST STABILIZER WELD NEAR SIDE i PLATE 1/2"x6"x0'-6"; BOTTOM HALF AND 3/16 3 DO NOT WELD JOIST FAR SIDE UPPER 3/16 3 1 TO PLATE, TYP HALF TYP STABILIZER PLATE 1/2"x6"x0'-6"; DO NOT WELD JOIST GIRDER TO PLATE, TYP -IN r` JOIST GIRDER AT COLUMN 3/4" = 1'-0" 112505 s5-008 SPLICE CONT STEEL MEMBER WITH CONT PLATE, REF 11-S3 FOR SPLICE PLATE A.9 CL JOIST REF PLAN FOR NUMBER OF JOIST SPACES REF 5-S2 FOR CONT ANGLE I L H S = L SPLICE ANGLE TO 1 TUBE 3/16 I 3 16 3/16 2 EA JOIST 2 __- --- ---__.._._..__._._.._.._.._..__.. ..... ...........-----._._._.__-- REF ROOF DIAPHRAGM CONNECTION DIAGRAM -::.. CL �0 1 AND SCHEDULE FOR DECK ! 3" JOIST ATTACHMENT TYPE, SIZE ,3/16 1. 1 4„ 4„ a AND SPACING 3/16 - ------ - ---- ._...._ ___ _1 ] TYP TYP 00 I 4" I TYP 40 JST BRG EACH 3/16 777= --- 1 8 2 JOIST 1 /8 V 2 ,...... ... - -_- ___ _. HSS2 1/ 2 1/2x3/16 WITH REF ROOF FRAMING PLAN 1 3/16"x14' CONT PLATE IV TO BOND BEAM EL AND JBE 1 1 BOND BEAM WITH (1) PROVIDE HSS2 1 /2x2 1 /2x3/16 x 0'-8" _- -..-._ REF 6-S2 FOR 5 CONT FULLY GROUT L3x2 2x1 4 / FOR SUPPORT OF CONT ANGLE; CENTER i CAP PLATE 8" BELOW BOND BEAM (LLH) NT ON JOIST GIRDER 1 I PROVIDE #3 WITH ACI JOIST GIRDER I REF 6-S2 FOR STABILIZER PLATE STANDARD 180' HOOK AT EA -- VERT; REF 5-S3 FOR LAP i i REF ROOF DIAPHRAGM CONNECTION REF 2-S2 FOR _'' _ _-- i DIAGRAM AND SCHEDULE FOR DECK BRG PL AT EA JST f ATTACHMENT TYPE AND SIZE; LOCATE AT REF 2-S1 FOR i 1 6" OC AT TWO DECK FLUTES AT PLATE CMU WALL JOIST 3/4"=1'-0" 0.9 REF PLAN REF ROOF DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR DECK ATTACHMENT TYPE, SIZE, AND I SPACING I I ]FA 3/16 TYP EA JOIST I L5x3x1 /4 (LLV) CONT WITH 1/2" DIA ALL -THREAD RODS AT 32" OC IN 2 1/2" - . PROVIDE 2 1 /2" MIN LONG VERT SLOTTED HOLE; REF 11-S3 I I BRG LENGTH SECURITY STRAP BY GC: FOR SPLICE; DRILL AND EMBED 4 1/2" 1. 3/4" WIDE 24 GAGE GALVANIZED STEEL STRAP WITH INTO GROUTED CMU WITH HILTI HIT-HY 70 I ALTERNATING 1/4" AND 3/16" DIAMETER HOLES. ADHESIVE; CENTER BOLT IN SLOT, HAND 1 2. SHALL BE LONG ENOUGH TO PREVENT SHARP TIGHTEN NUT AND DAMAGE THREADS BENDS WITHOUT EXCESSIVE SLACK. /8 2 3. SHALL NOT BEAR ON CONDUIT, CABLES, ETC. I REF ROOF FRAMING PLAN � m JBE _.:::::::__: JOIST WEB - z z Q -IN MEMBER N cn �---� JOIST r7I� o PROVIDE 12" MIN GROUT COVER ON -- BOTTOM o ALL SIDES OF ANCHOR; GROUT I SECURITY CHORD w SHALL BE CURED FOR 7 DAYS STRAP - PRIOR TO INSTALLING ANCHOR -- - 0 - I SCREWS BY GC: cw BOTTOM SELF DRILLING S-MD PER JOIST CHORD I 12-14x3/4" HWH #3 ERECTION 1 BRACE i HILTI KWIK-PRO OR DRAWINGS EQUAL. MINIMUM END PER JOIST SECTION DISTANCE = 3/4" (1) 3/4" DIA A307 SAFETY BOLTf _- - ERECTION SNUG TIGHTENED AFTER BRACE HAS 1 DRAWINGS BEEN WELDED (REF JOIST ERECTI�BE PROVIDE 1/2" DIA BOLTS DRAWINGS) SAFETY BOLT SHALL l AS REQD BY OSHA/SJI INSTALLED -NO EXCEPTIONS PROVIDE BRACING FOR BOTTOM CHORD OF JOIST GIRDER AS REQUIRED BY SJI; WELD EXIST CMU WALL EACH END AS REQUIRED BY SJI (BRACE TO REMAIN SHALL BE DESIGNED AS REQUIRED BY SJI TO CARRY BOTH APPLICABLE TENSION AND COMPRESSION FORCES) 1111111111110, ' JOIST GIRDER AT EXISTING WALL. " 3/4" = 1'-O" v 0.9 1 I 40'-8" I 6" CMU CONTROL JOINT 20'-0" 20'-8" 7-S2 I i� REF ARCH FOR DETAILS I 2 N m Cp ( N O 1 N N 1 cN -S'�T o�TRANSFORMER REF-T-FOf� - - - SUPPORT, r REF 8-S2 FOR CONT ANGLE PROVIDE JST BOT CHORD SUPPORT TUBE LOCATED 6" FROM EXTENSION AS REQD OF COLUMN ON JOIST GIRDER UNIT 23 -3�✓f ' UNIT 3'-10"f �< I 1 CONDENSING ; 00 04 _ . N I UNIT a0 00 N Ld I f EXISTING CONDENSING Lo CMU WALL 1 Et UNIT o N Li N 11, 1 1 /2"x22 GA ROOF HATCH REF ARCH FOR PAINTED MTL ROOF DECK; REF 6-S3 /2 LOATION, REF 7-S3 FOR FOR ATTACHMENTS OPENING SUPPORT FRAMING N acn [;- - - - B 4.. ~ (o DESIGN JOIST FOR AN Y ADDITIONAL CONCENTRATED LOAD APPLIED TO CHORD WHERE N 00 01) o II 00 ocn Ld I OD lo U N CIS! Q 00a cn wo' 9-S2 Lo NEW 10 TON RTU N 10'-11 "f to SHOWN BY THE (*) ON PLAN ( RTU: 600# CONDENSING UNIT: 200# 3 TRANSFORMER: 250 5-S2 ;------- ol UNIT- N r� REF 9-S3 FOR EMBED PL AT B 48" OC CENTERED ON TOP o EDGE OF CONT STEEL MEMBER EXIST ANGLE j TO REMAIN - �t N I EXIST DECK T A II REMAIN - 4„ o cn EACH ............................. o I I v EXHAUST FAN; N �I co EMBED - N w Y REF 7-S3 FOR C° 1 Alk REF ARCH 3 16 4 JST a� a 00 cn IMF TOM EL 3/16 4 TYP - - - REF ARCH BRG SUPPORT FRAMING � ao N `� } TOM EL REF ROOF DIAPHRAGM CONNECTION w REF 2-S1 FOR DIAGRAM AND SCHEDULE FOR DECK l CMU WALL ATTACHMENT TYPE, SIZE AND SPACING REF 9-S3 FOR EMBED PL 3 1 6N 4 TYP EA I1 EQUALLY SPACED BETWEEN v3/16 4 EMBED WELDED X-BRIDGING (NOT JOISTS CENTERED ON VERT X. REQD AT UPLIFT BRIDGING) 1 LEG OF CONT STEEL ANGLE REF ROOF DIAPHRAGM CONNECTION 00 00 DIAGRAM AND SCHEDULE FOR DECK �, o OH N = ci m �i N N cv ATTACHMENT TYPE, SIZE AND SPACING REF ROOF FRAMING PLAN 4-S2.1 �' 0 (" (" N i 4-S2.1 I IRV TO BOND BEAM EL - BL BOND BEAM WITH (1) L3x3x1 /4 CONT; ATTACH TO 1 8 2 TYP {. #5 CONT; FULLY GROUT 1 = CMU WALL WITH 1/2" DIA 1/8 2 3 16 EACH _� `n `� `� `� `n o_ 16" ABOVE AND 8" _ ALL -THREAD RODS AT 32" OC; JOIST z ¢ N X X X x x I BELOW BOND BEAM O w ` N 00 00 00 00 00 in EXIST JOIST DRILL AND EMBED 4 1 /2 INTO o 1 HSS8x4x1 /4 0 U 0 U 0 REF ROOF FRAMING PLAN - BRIDGING AS REQD TO REMAIN ; : GROUTED CMU WITH HILTI J - - o m JBE o HSS8x4x1/4 L3x3x1 4 CONT; BY SJI TYP HIT-HY 70 ADHESIVE L3x3x1/4 CONT; REF Of 0 " / w 2'- HSS8x4x1 /4 REF 11-S3 FOR SPLICE -------------- BOND BEAM WITH 1 5 CONT; �� ~ " „ () # _ 11-S3 FOR SPLICE N »N o = } TIE ROD AND 2 EQ SPACES 4'-8 7 -4 { FULLY GROUT 24 ABOVE AND 8" BELOW BOND BEAM 1 3/4" 3 1 /4 j Q CHANNEL SPACING = 12 -9 10" { REF PLAN FOR U w a NEW MTL DECK 1 2" DIA SLEEVE ANCHOR 1/8 20'-0" BM 29'-4" L { \ / PROVIDE 12" MIN GROUT COVER ON CMU CONTROL JOINT BM \FURNISHED BY CONTRACTOR o _ REF ARCH FOR DETAILS ALL SIDES OF ANCHOR; GROUT � SHALL BE CURED FOR 7 DAYS BRG PL 3/8"x5"x0'-10" WITH (2) 1/2" DIA N �.� EXIST CMU WALL PRIOR TO INSTALLING ANCHOR x 5" HSA AT EA JST (LOCATE INSIDE EDGE \ 49 -4 / TO REMAIN OF PL 1/2" FROM INSIDE FACE OF WALL) REF 2-S1 FOR N \ / �:__:::::::....::: CMU WALL ANGLE FURNISHED NOTE: o O ` BY JOIST SUPPLIER - 'I LOCATE VERTICAL CMU WALL REINFORCING I I REQUIRED AT UPLIFT IN ADJACENT CELL WHEN INTERRUPTED m m BRIDGING ONLY BY JOIST; PROVIDE LAP SPLICE (REF � � r NEWDECK 5-S3) ABOVE AND BELOW JOIST. DECK BEARING AT CMU WALL. AT EXIST WALL. % JOIST BEARING AT CMU WALL LIQUOR BOX ROOF FRAMING PLAN 4 3/4„ = 1'-0" 3 3/4" = 1'-O" ` 3/4"=1'-0" O J U M .,..{ 44 U � a U Ld W W w 0 W o O � H Z O D O� NZ'MF ZWfn HLd wz3 LU F ~ N S W a s V O O p J as ~~agOf oovLLllwoaN� O ��z a.2Foo L� a >aOHz�a?w�FO J (n (n to Ld Xtn WOO�a> Z a w D O 3W�wonooLaMwWaoa 5R Ja=oZBFZwJ��o Xo EL woLLI a:wazLA i�m (n Wi0ocDwaawoa2 CHECKED BY: BJH DRAWN BY: CMID PROTO: LBA PROTO CYCLE: 051514 DOCUMENT DATE: 120415 rJBAROJ#: 1435000706 4am s��ao - 11 �X\ol = J F .�,�63�93i8�c LIQUOR BOX ROOF FRAMING PLAN AND DETAILS SHEET: S2