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0 <br />3/4" PLYWOOD SHEATHING <br />ATTACHED w/0.145x2" <br />PAF 55 4" O/C TO EACH <br />STL, MEMBER <br />(2) L6"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 />;t�Ws M Mm"n"i <br />xi"x1/4" <br />IE <br />1/2"x 1/4" <br />�E 5 36" O/C <br />STL. TUBE <br />3 rd MID SPAN <br />"x6"x3/8" STL <br />L. <br />SCALE N.T.S. <br />CONT, 1"x1"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 rd 36" STL. COLUMN <br />O/C MAX. <br />TYP. <br />i <br />I <br />i <br />I <br />I <br />I <br />I <br />8'-0" <br />8'-0" <br />EXISTING STL. COL. J <br />3/4" PLYWOOD SHEATHING_ <br />ATTACHED w/0.145x2" PAF fll 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 raa 36" O/C MAX <br />1"x1"x1/4" STL. TUBE BLOCKING Id MID <br />SPAN <br />HSS 4"x4"x3/8" CONT. STEEL <br />BRIDGING FRAME ral 4'-0" O/C <br />TYP. <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 />EXISTING STL. COL, J <br />-- <br />3"x3/8" STL. <br />(2) L6"x6"x3/8" STL. <br />ANGLE ON BOTH SIDE OF <br />STL, COLUMN <br />0 <br />d <br />CONT. 1-6"x6"x3/8" STL. <br />ANGLE <br />TYP. <br />EXISTING STL. COL. TYP. <br />CONT. 1"x1"x1/4" <br />STL. TUBE <br />1 1/2"x 1 1/2"x 1/4" <br />STL. TUBE rla 36" O/C <br />4'-0" MAX. <br />1"x1"x1/4" STL. TUBE <br />BLOCKING rd MID SPAN <br />HSS 6"x6"x3/8" CONT. <br />STEEL FRAME BOTH SIDE <br />m /— OF CATWALK <br />TYP. <br />0 <br />J <br />w <br />6"x6"x1/2" STL. PLATE <br />z <br />w <br />r <br />w <br />EXISTING STL, BEAM <br />L- <br />��� SE TI AT cATwWA�LK <br />3/4" PLYWOOD SHEATHING <br />ATTACHED w/0.145x2" PAF rod 4" <br />O/C TO EACH STL, MEMBER HSS 4"x4"x3/8" <br />CONT. STEEL <br />BRIDGING FRAME ral <br />4'-0" O/C CONT, 1"x1"x1/4" <br />n 1 1/2"x 1 1/2"x �7' - TUBE <br />EXIS1 <br />TYP <br />6"x14"xi/4" S <br />ATTACHE[ <br />w/(2) 3/4" <br />TYPE <br />TY <br />1/4" <br />SCALE N.T.S. <br />SCALE N.T.S. <br />n <br />1 <br />1/4" <br />1/4" <br />EXISTING S <br />3"x3"x1/4" <br />Ell— <br />- <br />-------------------------------------------- — <br />----- ----- ---------------- <br />----------- ------------- <br />----- ----- <br />TO BOTH S <br />COLUMNS <br />TL. PLATE <br />TO CON <br />DIA. x 8" <br />=XP. BOLT <br />4'-0" <br />o <br />i <br />I <br />j <br />HSS 6"x6"x <br />STUB COL. <br />3"x3"xi/4" <br />T O BOTH S I <br />TYP. <br />I <br />----------=---------------— __ <br />_ <br />------------------------- - <br />COLUMNS <br />1/4" <br />HSS 6"x6"x3/8" CONT. <br />STEEL FRAME BOTH SIDE <br />OF CATWALK <br />YP' 1/4" <br />STL. TUBE <br />1 1/2"x 1 1/2"x 1/4" <br />STL. TUBE fly 36" O/C MAX. <br />SCALE N.T.S. <br />'L: BEAM <br />STL. ANGLE <br />DES OF STUB <br />3/8" STL <br />TL. ANGLE <br />)ES OF STUB <br />® 42'-0" T.O. PARAPET - - <br />y (VERIFY) <br />L E 1 1 ) (VERIFY) T.O. STEEL COLUMN <br />(LEVEL1 (VERIFY)0, STEEL COLUMN <br />AN, <br />3/4" PLYWOOD SHEi <br />ATTACHED w/0. <br />PAF ral 4" O/C TO <br />STL. ME <br />3/4" <br />PA <br />3 <br />TO <br />(LEVEL 1)(VERIFY) STEEL COLUMN <br />3000 PSI CONCRETE <br />#5 DOWELS fa) 8" /C TOP & <br />BOT. WITH MIN, 4" EMB. INTO <br />CONCRETE SET w/HIGH <br />STRENGTH EPDXY GROUT <br />d VIEW <br />EXISTING W1 <br />>ECTION A -A <br />SCALE 3/8-=V-0" <br />FAI <br />TAYLAN KALKAN, P.E. <br />ENGINEERJNG PLUS <br />FL. P.E. # 67349 & C.A1 # 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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