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0 <br />3/4" PLYWOOD SHEATHING <br />ATTACHED w/0.145x2" <br />PAF rla 4" O/C TO EACH <br />STL. MEMBER <br />(2) 1-6"x6"x3/8" STL. <br />ANGLE ON BOTH SIDE OF <br />STL, COLUMN <br />PLYWO( <br />-iED w/C <br />4" O/C <br />EXISTIN( <br />x6"x3/8 <br />J BOTH <br />TYP <br />EXISTIN( <br />xi"xi/4" <br />E <br />1/2"x 1/4" <br />E rd 36" O/C <br />STL. TUBE <br />a Na MID SPAN <br />x6"x3/8" STL. <br />L. <br />SCALE N.T.S. <br />CONT. 1"0"x1/4" <br />STL. TUBE (2) L6"x6"x3/8" STL. <br />1 1/2"x 1 1/2"x 1/4" ANGLE ON BOTH SIDE OF <br />STL. TUBE Fd 36" STL. COLUMN <br />O/C MAX <br />TYP. <br />i <br />it <br />� <br />ii <br />i <br />0 <br />Y <br />8'-0" <br />EXISTING STL. COL. J EXISTING STL. COL. J <br />3/4" PLYWOOD SHEATHING_ <br />ATTACHED w/0.145x2" PAF ray 4" <br />O/C TO EACH STL, MEMBER <br />CONT. 1"x1"x1/4"_ <br />STL. TUBE <br />1 1/2"x 1 1/2"x 1/4" <br />STL. TUBE fla 36" O/C MAX <br />1"x1"x1/4" STL. TUBE BLOCKING ral MID — <br />SPAN <br />HSS 4"x4"x3/8" CONT, STEEL <br />BRIDGING FRAME rd 4'-0" O/C <br />TYP. <br />1/4" � <br />HSS 6"x6"x3/8" STL, <br />STUB COL. <br />3"x3"x1/4" STL. ANGLE TO BOTH SIDES <br />OF STUB COLUMNS <br />TYP. <br />1/4" <br />EXISTING STL. BEAM <br />1/4" <br />CONT. L6"x6"x3/8" STL. <br />ANGLE <br />(2) 1-6"x6"x3/8" STL. <br />ANGLE ON BOTH SIDE OF <br />STL. COLUMN <br />CONT. L6"x6"x3/8" STL. <br />ANGLE <br />EXISTING STL. COL. J TYP. <br />1/4" <br />CONT. 1"x1"x1/4" <br />STL. TUBE <br />1 1/2"x 1 1/2"x 1/4" <br />STL. TUBE ra 36" O/C <br />4'-0" MAX. <br />1"x1"x1/4" STL. TUBE <br />BLOCKING U MID SPAN <br />HSS 6"x6"x3/8" CONT. <br />STEEL FRAME BOTH SIDE <br />OF CATWALK <br />r <br />TYP. <br />1/4" <br />J <br />w <br />6"x6"xl/2" STL. PLATE <br />z <br />LL <br />f <br />w <br />3/4" PLYWOOD SHEATHING <br />ATTACHED w/0.145x2" PAF ra 4" <br />O/C TO EACH STL. MEMBER HSS 4"x4"x3/8" <br />CONT. STEEL <br />BRIDGING FRAME rd <br />4'-0" O/C CONT. 1"x1"x1/4" <br />1 1/2"x 1 1/2"x Y/TTk' TUBE <br />EXISTING CMU W <br />TYP. <br />1/4" <br />6"x14"x1/4" STL. PLATE <br />ATTACHED TO CONC, <br />w/(2) 3/4" DIA. x 8" <br />EXP. BOLT <br />TYP. <br />1/4" <br />TY <br />1/4" <br />SCALE N.T.S. <br />SCALE N.T.S, <br />STL. TUBE rd 36" O/C MAX. <br />+/ 18'-0" (VERIFY IN FIELD) <br />YP. <br />ALL <br />IQ <br />1/4" <br />EXISTING S <br />3"x3"x1/4" <br />-- ------ <br />— --- ------ ----- <br />TO BOTH S <br />COLUMNS <br />4'-0" <br />o <br />a <br />HSS 6"x6"r <br />STUB COL. <br />3"x3"x1/4" E <br />TO BOTH S I <br />TYP. <br />COLUMNS <br />HSS 6"x6"x3/8" CONT. <br />STEEL FRAME BOTH SIDE <br />OF CATWALK <br />YP' 1/4" <br />a STL. TUBE L <br />1 1/2"x 1 1/2"x 1/4" <br />STL. TUBE 9 36" O/C MAX. <br />SCALE N.T.S. <br />V <br />-L. BEAM <br />;TL. ANGLE <br />DES OF STUB <br />3/8" STL. <br />TL. ANGLE <br />)ES OF STUB <br />L L ) (VERIFY)T.O. PARAPET <br />(LEVEL "1 ) (VERIFY) T.O. STEEL COLUMN <br />O. STEEL COLUMN <br />L <br />(VERIFY) <br />AN <br />3/4" PLYWOOD SHE, <br />ATTACHED w/0. <br />PAF na 4" O/C TO <br />STL. ME <br />(LEVEL 1)1(VERIFY) STEEL COLUMN <br />■ <br />3/4" <br />PA <br />3 <br />TO <br />DO. "iff l <br />i <br />3000 PSI CONCRETE <br />#5 DOWELS rd 8" /C TOP & <br />BOT. WITH MIN. 4" EMB. INTO <br />CONCRETE SET w/HIGH <br />STRENGTH EPDXY GROUT <br />J VIEW <br />EXISTING W1 <br />;ECTION A -A <br />SCALE 3/8"=1'-0" <br />0 <br />2 <br />TAYLAN KAILKAN, P.E. <br />ENGINEE ER-1NL TG PLUS <br />FL. P.E. # 67349 & C.A. # 26538 <br />19528 SEDGEFIELD TERRACE <br />BOCA RATON, FL 33498 <br />(561) 756 4106 (561) 479 3743 fax <br />Proj. Mgr. <br />JU <br />Job. 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