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(0 <br />0 <br />r- <br />0 <br />I <br />J <br />w <br />0 <br />0 <br />z <br />Q <br />z <br />Q <br />J <br />m <br />C� <br />Z_ <br />a <br />af <br />0 <br />0 <br />x <br />0 <br />m <br />O <br />D <br />cy <br />N <br />cn <br />I <br />0 <br />NO <br />0 <br />0 <br />O <br />0 <br />0 <br />Ln <br />1`r7 <br />Q <br />I <br />� It <br />N <br />0) o <br />N <br />0 w <br />oV <br />N <br />r <br />I- = <br />m <br />w <br />N <br />O <br />> r <br />O o <br />U / <br />w 0') <br />rn <br />rn <br />0 <br />Q z <br />j <br />U <br />ao <br />00 <br />rr <br />o m <br />00 <br />EXISTING <br />8" CMU <br />SOAP CML <br />REF AR( <br />14VBOS EL <br />W8x24; BEAR 8" ON FIRST <br />FULL CELL ADJACENT TO <br />OPENING; FULLY GROUT CMU <br />TO FOUNDATION AND PROVIDE <br />(2) 3/4" DIA x 7" EMBED ABs <br />(3" PROJ) IN SHORT SLOTTED <br />HOLES, TYP EACH END <br />STEEL LINTEL <br />7 AT NEW OPNG <br />3/4p'=l'-O" 073109 4-02 <br />REF ARCH <br />TOM EL <br />1 <br />REF 2-S1 FOR <br />CMU WALL <br />REF ROOF FRAMING PLAN <br />,J TO BOND BEAM EL <br />BOND BEAM WITH (1) <br />#5 CONT; FULLY GROUT <br />16" ABOVE AND 8" <br />BELOW BOND BEAM <br />L3x3x1 /4 CONT; <br />REF 11-S3 FOR SPLICE <br />REF 9-S3 FOR EMBED PL AT <br />48" OC CENTERED ON TOP <br />EDGE OF CONT STEEL MEMBER <br />PROVIDE 1/2" DIA BOLTS <br />REF ROOF DIAPHRAGM GRID AS REQD BY OSHA/SJI <br />CONNECTION DIAGRAM AND AT COLUMN <br />SCHEDULE FOR ATTACHMENT <br />TYPE, SIZE AND SPACING (2) 3/4" DIA ERECTION <br />BOLTS ON 5" GA AT <br />TYP 1/4 3 EACH JOIST GIRDER <br />1/4 3 <br />3/4" I CAP PLATE <br />4 SIDES <br />I <br />1 /41 II I I I ��2 <br />WELD NEAR SIDE 3/16 3TYP <br />BOTTOM HALF AND 11" TYP <br />FAR SIDE UPPER 3/16 3 1 <br />HALF TYPLL//Z <br />I <br />1'1 <br />I I I 1 <br />I I <br />13/16" DIA HOLE <br />FOR GUYING JOIST STABILIZER <br />WELD NEAR SIDE PLATE 1/2"x6"xO'-6"; <br />BOTTOM HALF AND <br />3/16 3 DO NOT WELD JOIST <br />FAR SIDE UPPER 3/16 3 i I TO PLATE, TYP <br />HALF TYP STABILIZER PLATE <br />1/2"x6"x0'-6"; DO <br />NOT WELD JOIST <br />GIRDER TO PLATE, TYP <br />3 16 4 EACH <br />3/16 4 EMBED <br />TYP <br />—REF ROOF DIAPHRAGM CONNECTION <br />DIAGRAM AND SCHEDULE FOR DECK <br />ATTACHMENT TYPE, SIZE AND SPACING <br />WELDED X-BRIDGING (NOT <br />REQD AT UPLIFT BRIDGING) <br />BRIDGING AS READ <br />•� BY SJI TYP <br />I � <br />1/2" DIA SLEEVE ANCHOR 1/8 <br />FURNISHED BY CONTRACTOR <br />f <br />_ ANGLE FURNISHED <br />BY JOIST SUPPLIER <br />REQUIRED AT UPLIFT <br />BRIDGING ONLY <br />DECK BEARING AT CMU WALL <br />3/4„ V-0" <br />-IN <br />JOIST GIRDER AT COLUMN <br />3/4" = 1'-O" 112505 <br />s5-008 <br />1 8 2 <br />1/8 2 <br />REF ROOF FRAMING PLAN <br />llp TO BOND BEAM EL AND JBE <br />BOND BEAM WITH (1) <br />5 CONT FULLY GROUT 77 <br />8" BELOW BOND BEAM <br />PROVIDE #3 WITH ACI <br />STANDARD 180• HOOK AT EA <br />VERT; REF 5-S3 FOR LAP <br />REF 2-S1 FOR <br />CMU WALL <br />REF ROOF DIAPHRAGM <br />CONNECTION DIAGRAM <br />AND SCHEDULE FOR DECK <br />ATTACHMENT TYPE, SIZE <br />AND SPACING <br />4" <br />JST TYP <br />BRG 3f16 EACH <br />___<JOIST <br />L3x2 2x1 /4 <br />(LLH) NT <br />REF 2-S2 FOR <br />BRG PL AT EA JST <br />OIST BEARING AT SIDE WALL <br />3/4"=1'-0" <br />ANGLE TO <br />TUBE 3/16 <br />KTi[:1 <br />SPLICE CONT STEEL MEMBER <br />WITH CONT PLATE, REF <br />11-S3 FOR SPLICE PLATE <br />REF 5-S2 FOR CONT ANGLE <br />PROVIDE HSS2 1 /2x2 1 /2x3/16 x 0'-8" <br />FOR SUPPORT OF CONT ANGLE; CENTER <br />ON JOIST GIRDER <br />JOIST <br />GIRDER <br />0.9 <br />REF PLAN <br />REF ROOF DIAPHRAGM CONNECTION <br />DIAGRAM AND SCHEDULE FOR DECK <br />-`---- I <br />ATTACHMENT TYPE, SIZE, AND <br />I <br />SPACING <br />....... _. _.............. <br />_. <br />TYP EA JOIST <br />3 16 <br />/ <br />L5x3x1 /4 (LLV) CONT WITH 1/2" DIA <br />ALL -THREAD RODS AT 32" OC IN 2 1/2" <br />- <br />! <br />PROVIDE 2 1/2MIN <br />LONG VERT SLOTTED HOLE; REF 11-S3 <br />BRG LENGTH SECURITY STRAP BY GC: <br />FOR SPLICE; DRILL AND EMBED 4 1/2" <br />1. 3/4" WIDE 24 GAGE GALVANIZED STEEL STRAP WITH <br />INTO GROUTED CMU WITH HILTI HIT-HY 70' <br />ALTERNATING 1/4" AND 3/16" DIAMETER <br />HOLES. <br />ADHESIVE; CENTER BOLT IN SLOT, HAND <br />2. SHALL BE LONG ENOUGH TO PREVENT SHARP <br />TIGHTEN NUT AND DAMAGE THREADS <br />BENDS WITHOUT EXCESSIVE SLACK. <br />1 8 <br />2 3. SHALL NOT BEAR ON CONDUIT, CABLES, <br />ETC. <br />° <br />sm <br />1/8 <br />2 <br />� 1 <br />� <br />Ak REF ROOF FRAMING PLAN <br />j <br />JOIST WEB <br />v <br />zQ <br />Vp JBE <br />�N MEMBER <br />Z <br />JOIST <br />r� 1�0 <br />PROVIDE 12" MIN GROUT COVER ON <br />°°° <br />BOTTOM <br />w <br />ALL SIDES OF ANCHOR; GROUT <br />' <br />zo <br />SECURITY CHORD <br />i <br />w <br />SHALL BE CURED FOR 7 DAYS <br />STRAP <br />- <br />- <br />PRIOR TO INSTALLING ANCHOR <br />i f <br />0 <br />1 <br />SCREWS BY GC: <br />tw <br />BOTTOM <br />SELF DRILLING S-MD <br />PER JOIST <br />_ - - - <br />CHORD <br />' <br />12-14x3/4" HWH #3 <br />ERECTION <br />-- 1 <br />BRACE <br />i <br />HILTI KWIK-PRO OR <br />DRAWINGS <br />j <br />EQUAL. MINIMUM END <br />PER JOIST <br />--< EC 10 <br />DISTANCE = 3/4" <br />(1) 3/4" DIA A307 SAFETY BOLT <br />ERECTION <br />SNUG TIGHTENED AFTER BRACE HAS7f <br />' <br />DRAWINGS <br />BEEN WELDED (REF JOIST ERECTION <br />PROVIDE 1/2" DIA BOLTS <br />DRAWINGS) SAFETY BOLT SHALL BE <br />AS REQD BY OSHA/SJI <br />INSTALLED -NO EXCEPTIONS <br />PROVIDE BRACING FOR BOTTOM CHORD OF <br />JOIST GIRDER AS REQUIRED BY SJI; WELD <br />EXIST CMU WALL <br />EACH END AS REQUIRED BY SJI (BRACE <br />TO REMAIN <br />SHALL BE DESIGNED AS REQUIRED BY SJI TO <br />CARRY BOTH APPLICABLE TENSION AND <br />COMPRESSION FORCES) <br />JOIST GIRDER <br />AT EXISTING WALL <br />1 L3x3x1/4 CONT; ATTACH TO <br />CMU WALL WITH 1/2" DIA <br />ALL -THREAD RODS AT 32" OC; <br />EXIST JOIST DRILL AND EMBED 4 1/2" INTO <br />TO REMAIN GROUTED CMU WITH HILTI <br />HIT-HY 70 ADHESIVE <br />-------------- <br />I' { <br />I REF PLAN FOR <br />1 <br />NEW MTL DECK <br />II is <br />PROVIDE 12" MIN GROUT COVER ON <br />ALL SIDES OF ANCHOR; GROUT <br />SHALL BE CURED FOR 7 DAYS <br />EXIST CMU WALL PRIOR TO INSTALLING ANCHOR <br />TO REMAIN <br />NEW DECK <br />3 AT EXIST WALL <br />3/4 l'-O" <br />3/4" = 1'-C" <br />4" <br />JST <br />REF ARCH BRG <br />TOM EL <br />REF 9-S3 FOR EMBED PL <br />EQUALLY SPACED BETWEEN <br />JOISTS CENTERED ON VERT <br />LEG OF CONT STEEL ANGLE <br />1/8 2 <br />1/8 2 <br />/-6 REF ROOF FRAMING PLAN <br />I/JBE <br />BOND BEAM WITH (1) #5 CONT; <br />3 16 4 TYP EA <br />3/16 4 EMBED <br />r- REF ROOF DIAPHRAGM CONNECTION <br />DIAGRAM AND SCHEDULE FOR DECK <br />ATTACHMENT TYPE, SIZE AND SPACING <br />TYP <br />3/16 EACH <br />JOIST <br />11-S3 FOR SPLICE / N <br />FULLY GROUT 24' ABOVE AND - 1 3/4" 3 1 /4"c4 <br />8" BELOW BOND BEAM <br />0- <br />0— <br />BRG PL 3/8"x5"x0'-1 O" WITH (2) 1/2" DIA N <br />x 5" HSA AT EA JST (LOCATE INSIDE EDGE <br />REF 2-S1 FOR OF PL 1/2" FROM INSIDE FACE OF WALL) <br />CMU WALL <br />NOTE: <br />LOCATE VERTICAL CMU WALL REINFORCING <br />IN ADJACENT CELL WHEN INTERRUPTED <br />BY JOIST; PROVIDE LAP SPLICE (REF <br />5-S3) ABOVE AND BELOW JOIST. <br />JOIST BE A I N G AT_QMU WALL <br />3/4"=1'-O" <br />EXISTING <br />CMU WALL <br />DRAG STRU <br />3/4' = 1'-0" <br />A.9 CL <br />JOI ST <br />REF PLAN FOR NUMBER OF JOIST SPACES <br />L H S = <br />L SPLICE <br />i I <br />3 16 2 <br />3/16 2 EA JOIST <br />6" I <br />I I <br />CL N <br />3„ 4„ JOIST 4„ I <br />YP TYP 00 <br />1 <br />HSS2 1 / 2 1 /2x3/16 WITH <br />3/16"x14' CONT PLATE <br />........_..__. i REF 6-S2 FOR <br />CAP PLATE <br />I I <br />I I <br />................ I <br />1 ' REF 6-S2 FOR <br />I I <br />STABILIZER PLATE <br />I I <br />I I <br />REF ROOF DIAPHRAGM CONNECTION <br />1 DIAGRAM AND SCHEDULE FOR DECK <br />ATTACHMENT TYPE AND SIZE; LOCATE AT <br />1 6" OC AT TWO DECK FLUTES AT PLATE <br />I I <br />I I <br />I I <br />I I 1 <br />TYP 3 16 3-12 <br />1 3/16 3-12 <br />8A-S2 <br />NEW STEEL COLUMN <br />T AT WALL CORNER <br />0.9 1 <br />I <br />40'-8" <br />I <br />I 6 <br />I <br />CMU CONTROL JOINT 20 -0 20 -8 7-S2 i <br />i <br />REF ARCH FOR DETAILS <br />2 \m <br />r', .� <br />00 <br />N I t0 <br />RE1—T-� FOR— - - - - - - - - - <br />o I �r <br />TRANSFORMER SUPPORT; REF 8-S2 FOR CONT ANGLE <br />co Ir PROVIDE JST BOT CHORD SUPPORT TUBE LOCATED 6" FROM <br />ILJ EXTENSION AS REQD �`°� OF COLUMN ON JOIST GIRDER <br />CL CL 3'-10 <br />UNIT 23 -3 f UNIT <br />1 I <br />r7 <br />CONDENSING ' <br />00 <br />N <br />UNIT <br />00 <br />-co <br />o <br />II <br />Y <br />ILO <br />v <br />I EXISTINGS <br />z <br />CONDENSING `-) CMU WALL <br />UNIT O <br />O <br />N <br />1 1 /2"x22 GA <br />REF ARCH FOR PAINTED MTL ROOF <br />ROOF HATCH, DECK; REF 6-S3 <br />LOATION, REF 7-S3 FOR FOR ATTACHMENTS <br />OPENING SUPPORT FRAMING N <br />4 <br />~ coFDESIGN JOIST FOR AN <br />Y ADDITIONAL CONCENTRATED LOAD <br />N APPLIED TO CHORD WHERE <br />SHOWN BY THE (*) ON PLAN <br />RTU: 600# <br />CONDENSING UNIT: 100# <br />00 <br />TRANSFORMER: 250# <br />N <br />o II <br />NEW 10 2 <br />00 <br />w <br />TON RTU 5-S2 <br />00 <br />N <br />N00 <br />`- Q <br />cn <br />� <br />9-S2 <br />I <br />LO <br />z <br />� <br />N <br />10'-11 »f <br />C B <br />NIT__ <br />N <br />I <br />0 <br />N <br />II <br />a1 ao <br />o <br />I <br />N <br />EXHAUST FAN; N " It <br />o <br />N <br />Y REF 7-S3 FOR 2-S2 N <br />SUPPORT FRAMING 00 Y- <br />NO <br />ao <br />ao <br />N O <br />_ _ _ _ <br />OH N= Nn N N N N <br />4-S2.1 �' O V� N u) <br />4-S2.1 <br />Cfl <br />L(i N B L �.r� In <br />V) <br />L <br />In Iq <br />Iq <br />Z <br />o <br />Q <br />Q <br />N <br />H SS8x4x1 /4 <br />X <br />0 <br />x <br />v <br />x x <br />v v <br />x <br />U <br />'n <br />- w <br />H SS8x4x1 /4 <br />o <br />O m <br />2'- <br />" <br />HSS8x4x1 /4 <br />o <br />= <br />TIE ROD AND <br />2 EQ SPACES 4'-8" <br />7'-4" <br />O <br />O <br />CHANNEL SPACING <br />» <br />= 12 -9 <br />QC <br />„ <br />10 <br />O <br />w <br />uj <br />1 <br />IL <br />BM <br />CMU <br />CONTROL JOINT <br />20'-0" <br />29'-4" L <br />BM, <br />A <br />REF ARCH FOR DETAILS <br />1 6'- 116'-8" <br />O <br />I <br />�w <br />�m <br />LI QU <br />1 /8" = <br />ROOF FRAM <br />s <br />ING PLAN <br />i" <br />O � <br />U <br />CAI <br />M � <br />4�0 <br />9 <br />W 4w <br />U <br />w Wwo <br />w N <br />�- O <br />=- u- '�z�F 0wrnHwZ3 <br />o rL-�W as 000� <br />as mooN=z¢N= <br />0 3Zaa�`�w�aZor <br />L, a aJ -ao�Z� a�WIto <br />Z aI� ��wa3Xcnwp�Qy <br />_O 3Wt�w0000��WW�oa <br />z <br />~ Zcar7 tna NOFw-tnOsJ'p ZZ <br />'� Si �0 tip-U� N�t!]O <br />J aa_oz } U <br />D �z��oQ�CWc)wwzo <br />a_ �0=�i mwuj <br />Ow�d_3�m <br />� Dwazk-�ow,�000ao� <br />�Dr"'.ico�ovoiaaXaawoELM <br />a <br />0 0 � <br />0 <br />C=) C7 a, <br />OQ �94 <br />(_0 <br />CD <br />0 <br />z <br />LiJ <br />Elf <br />zo <br />0 c" <br />cn <br />L� w <br />GA <br />z <br />W <br />C <br />mm <br />A <br />CHECKED BY: <br />BJH <br />DRAWN BY: <br />CMP <br />PROTO: <br />LBA <br />PROTO CYCLE: <br />051514 <br />DOCUMENT DATE: <br />120415 <br />JBA PROJ#: <br />1435000706 <br />LIQUOR BOX <br />ROOF FRAMING <br />PLAN AND <br />DETAILS <br />SHEET: <br />S2 <br />_ i <br />