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3/16 <br />3/16 <br />law <br />!'' , ■� <br />SCALE: V -1'-0" <br />S591-02 <br />LEGEND <br />MOMENT CONNECTION PER DETAIL 3/S591-02 <br />BRACED FRAME PER DETAILA/S591-02 <br />1 1 1/2", 20 GA VERCO PLB-36 FORMLOK STANDARD METAL DECK (GRADE 50) <br />W/ 31/2" CONCRETE FILL REINFORCED WITH #4 @ 12' O.C. E.W., CENTS. <br />TOTAL SLAB THICKNESS = 5". T/STEEL ELEV 112-1". SEE DETAIL C/S591-02. <br />2 CATWALK FRAMING AND CONNECTIONS PER 1/S591-03. <br />3 PROVIDE #5 TOP AND BOTTOM EACH SIDE OF OPENING AND (2) #5x4'-O" AT <br />MID -DEPTH AT EACH CORNER. <br />4. HSS10x6x1/2 COLUMNS, ASTM A500 GRADE C, TYPICAL. <br />L% PROVIDE SLAB PENETRATION REINFORCING PER 2/S591-02. IF DECK IS <br />BLOCKED OUT DURING CONCRETE POUR THEN ALTERNATIVE METHODS <br />OF REINFORCING MAY BE REQUIRED. VERIFY WITH ENGINEER. <br />2 CONTRACTOR TO VERIFY PENETRATION LOCATIONS WITH ENGINEER <br />PRIOR TO FRAMING INSTALLATION. <br />3 LOCATE STAIR PER ARCHITECTURAL. SEE S591-12 FOR MORE <br />INFORMATION. <br />4. EQUIPMENT TO SIT ON 4" STEEL FRAMING ON TOP OF CONCRETE DECK. <br />HARRIS GROUP TO PROVIDE FRAMING AND SEISMIC ANCHORAGE FOR <br />MECHANICAL EQUIPMENT. <br />I <br />T/B <br />FLANGE <br />PL1/8" CAP SEAL WELD <br />SCALE: V =1' 0" <br />m <br />W10x49 <br />W/ 3/8" END GAP <br />PL3/8x4 318x51/2 W/ (2)1"0 <br />BOLTS SPACED AT 3" <br />1/4 N ALL WELD <br />1/4 UNO <br />HSS10x6x1/2 <br />S591-02 <br />TYPICAL SHEAR <br />CONNECTION - <br />PL114x31/2 VV/ <br />(3) 3/4"0 BOLTS <br />1/4 <br />1/4 <br />COLUMN <br />2" <br />(CLEAR) <br />a� <br />— DRILL, THEN SLOT BRACE 1/8" MAX. <br />WIDER THAN KNIFE PLATE, <br />PROVIDE 4" MINIMUM LAP <br />1l4 4 NEAR SIDE & FAR SIDE <br />1/4 V 4 AT EACH END OF BRACE <br />PL1/2 (KNIFE PLATE) <br />REFER TO SECTION B/S591-02 FOR ADDITIONAL INFORMATION. <br />TYPICAL BRACING CONNECTION <br />SECTION <br />SCALE: 1" =1'4' <br />TOP OF CONCRETE <br />(SEE PLAN) <br />S591-02 <br />0 <br />® <br />PRIMARY REINFORCING <br />cr� <br />Lu <br />PARALLEL TO METAL DECK <br />J <br />0� <br />SPAN, POSITION OVER CENTER <br />m <br />OF LOW FLUTE <br />o <br />w <br />TEMPERATURE AND SHRINKAGE <br />REINFORCING PERPENDICULAR TO <br />METAL DECK SPAN <br />METAL FLOOR DECK <br />(SEE PLAN FOR TYPE) <br />LOW FLUTE <br />SCALE: 1" =1'-0" S591-02 <br />GUARDRAIL POST (MAXIMUM) <br />P1_1/44 TOE PLATE <br />CONCRETE OVER <br />; / METAL FLOOR DECK <br />POUR STOP BY METAL <br />DECK SUPPLIER —� <br />3116 <br />3/16 <br />L3x5116x0'-51/2" (TRIM <br />OUTSTANDING LEG <br />AS REQUIRED) <br />AS REQUIRED <br />SCALE: V 91' 0" <br />SCALE: 1/8" =1'-0" M1S110-14, M18110-19, S591-01 S591-02 <br />1 <br />COLUMN <br />FOR INFORMATION NOT SHOWN SEE SECTION A/S591-02, <br />TYPICALI <br />I <br />SCALE: V =1' 0" <br />CONTINUOUS 16 GAGE WELD <br />PLATE PROVIDE WHERE LOW <br />FLUTE DOES NOT BEAR ON <br />FLANGE OF BEAM. PROVIDE 1 1/2 <br />INCH MIN, LAP UNDER LOW FLUTE -j <br />1 10" <br />SCALE: 1" =1'-0" <br />FOR BASE PLATE <br />INFORMATION SEE <br />859101 5591-06 <br />S591-02 <br />PUDDLE WELD ALL <br />LOVV FLUTES <br />F <br />L2x2x114 (UNDERSIDE <br />OF DECK f I <br />-----LL_�---- \LL �o <br />OPENING 12"x12" OR LESS <br />'A" <br />#6 IN DECK RIB (3l4" <br />CLR.) EA. SIDE OF <br />OPENING <br />NOTE: <br />OPENINGS SMALLER THAN 6"x6" OR <br />6°0 DO NOT REQUIRE REINFORCING <br />�y vi uva vv �: nvuvv LIIYlllnl IVIVV <br />METAL FLOOR DECK NOTE: <br />(SEE PLAN FOR TYPE) IF DIMENSION "A" IS GREATER THAN 48", THERE IS NO RESTRICTION ON DIM "B" <br />IF DIMENSION "B" IS GREATER THAN 48", THERE IS NO RESTRICTION ON DIM "A". <br />IF DIMENSION "A" AND "B"ARE LESS THAN 48% SUPPLEMENTAL FRAMING MEMBERS ARE REQUIRED (SEE PLAN). <br />FRAMING SEE PLAN <br />SECTION <br />ROWS <br />1w <br />"T'° <br />°®° <br />W8, C8 <br />2 <br />1/4 <br />0'-6" <br />3/8" <br />3/4" <br />W10, C10 <br />2 <br />3/8 <br />61/2" <br />5/81, <br />1" <br />W12, W14 <br />3 <br />114 <br />0'-9" <br />3/8" <br />3/4" <br />W16 <br />4 <br />114 <br />1'-0" <br />3/8" <br />3/4" <br />VV18 <br />5 <br />114 <br />1'-3" <br />3/8" <br />3/4" <br />FACE OF STEEL IVT <br />1 /2" iN <br />(MAXIMUM) <br />NOTES: <br />1) COPE FLANGES AS REQUIRED FOR BEAM TO BEAM <br />CONNECTIONS. <br />2) ALL BOLTS ASTM A325. <br />3) ALL CONNECTIONS TYPE N UNLESS OTHERWISE NOTED. <br />4) REFER DETAIL 31S591-02 FOR MOMENT CONNECTION <br />ROWS @ 3" SHEAR TABS AND BOLTS. <br />ON CENTER <br />2" SHEAR TAB <br />\ THICKNESS = "T" <br />3112" <br />�— BOLT DIAMETER = "D" <br />TYPICAL <br />CONNECTIONFRAMING <br />SCALE: V 1'-0" <br />