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STEEL DECK
<br />A. DECK SHALL CONFORM TO SDI SPECIFICATIONS.
<br />B. SPECIFICATION AND FASTENING REQUIREMENTS, REF. PLANS
<br />C. WELD METAL SHALL PENETRATE ALL LAYERS OF DECK MATERIAL. END LAPS AND SIDE JOINTS
<br />SHALL BE COMPLETELY FUSED TO THE SUPPORTING MEMBERS. USE PROPER SIZE WELDING
<br />ELECTRODE AND WELDING MACHINE CURRENT, SO THAT WELDS ARE GOOD PENETRATION AND FREE
<br />FROM "BURN -THROUGH".
<br />D. METAL DECK SHALL BE ERECTED CONTINUOUS FOR A MINIMUM OF THREE (3) SPANS AND SHALL
<br />LAP AT THE CENTERLINE OF SUPPORTS A MINIMUM OF TWO (7) INCHES, PROVIDE A MINIMUM
<br />END BEARING OF 2" OVER SUPPORTS.
<br />E. PROVIDE SUPPORTS FOR METAL DECK AS REQUIRED WHERE METAL DECK IS CUT OUT. WELD
<br />DECK TO SUPPORTS SAME AS EDGE CONDITION.
<br />F. DO NOT HANG OR ATTACH DUCTWORK, CONDUIT, PIPING, EQUIPMENT, CEILINGS, ETC. FROM METAL
<br />DECKING.
<br />G. PROVIDE STL. SHIMS AND EMBEDS AS REQUIRED TO SUPPORT DECK ON "TYPICAL" BAY SPACING.
<br />PUDDLE WELD, REF: GENERAL
<br />NOTES FOR SIZE & QTY PER
<br />SHEET
<br />JST. OR BM., REF: PLANS
<br />�j
<br />TEK SCREW SIDE -LAP FASTENERS
<br />OR PUDDLE WELDS, REF:
<br />GENERAL NOTES FOR TYPE, SIZE &
<br />QTY PER SHEET
<br />FILLER SHEET WHERE REQUIRED
<br />REF: PLANS FOR SPECIFIC DECK
<br />INFORMATION
<br />DECK DETAIL
<br />SCALE:314"=l'-0"
<br />REF:
<br />lIETNtApU.(�q"i
<br />L6X6X1/4X0'-6", TYP.
<br />JST. OR BM., REF: PLAN, TYP,
<br />L4X4X1/4, TYP.
<br />VERT. BRACE BTW. JST. TOP AND
<br />BTM. CHORDS TO NEAREST PANEL
<br />POINT, TYP.
<br />RTU OPENING (<1000 LB)
<br />SCALE:314'=l'-0"
<br />REF:
<br />STL. DECK, REF: GENERAL NOTES
<br />4"X3/8"XCONT. PL. CENTERED ON
<br />WALL W/ 112"X6" HEADED ANCHOR
<br />STUDS @ 24" O.C.
<br />MASONRY CONSTRUCTION ONLY
<br />TOP COURSE OF BOND BEAM
<br />FORMED AND POURED AS REQ'D
<br />TO MATCH SLOPE OF ROOF, 4"
<br />MIN., 12" MAX., TYP. WHERE
<br />REQUIRED TO MATCH ROOF SLOPE
<br />OR ACCOMMODATE BEARING
<br />HEIGHT DIFFERENT THAN BLOCK
<br />COURSING
<br />MAS. / CONC. WALL, REF: PLANS
<br />DECK DETAIL (WHERE OCCURS)
<br />SCALE: 3/4"=l'-0"
<br />REF:
<br />CONT, DECK CLOSURE ANGLE,
<br />REF. PLANS ON STRUCTURAL
<br />STEEL SUPPORT
<br /><— JOIST/BEAM DIRECTION
<br />3116"
<br />CONT. DECK CLOSURE ANGLE,
<br />Li
<br />REF. PLANS, ATTACH TO CMU
<br />BEAM DIRECTION INTO PAGE / USING 3/4"X5"EPDXY BOLTS INTO
<br />GROUT FILLED CELLS, , ATTACH TO
<br />CONC. USING 3/4"X5" EPDXY
<br />3116" 2-12 BOLTS, REF. PLAN FOR O.C. DIST.
<br />J
<br />I ® rnwir ro�ry ri r%L ion nnin_i e
<br />CLOSURE ANGLE CONNECTIONS
<br />SCALE:1"=T-0"
<br />10 REF:
<br />TYF
<br />RTU
<br />[48" MAX. HEIGHT ABV, FRAME]
<br />RTU DETAIL
<br />SCALE:3/4"=l'-0"
<br />REF:
<br />NOTE:
<br />PRE-ENGINEERED CURB BY RTU
<br />SUPPLIER
<br />NAILER SUPPLIER W/ CURB,
<br />ATTACH TO CURB AS PER
<br />MANUFACTURER'S
<br />RECOMMENDATIONS / SPECS.
<br />RAIL, SUPPLIED WITH RTU
<br />SECURE CURB TO STEEL FRAME
<br />USING #12 TEK SCREWS, 2 @ EA.
<br />1 CORNER & 12" O.C. BTW.
<br />STL. DECK, REF: GENERAL NOTES
<br />RTU OPENING (<1500 LB)
<br />SCALE:314"=l'-0"
<br />5REF:
<br />"ETNIAAIgt'�1,9 s
<br />L_.__J
<br />MICRO -HOLD
<br />(8 MIN.)
<br />(2 EA. SIDE)
<br />MICROMETL, 16 GA. MICRO -HOLD
<br />HOLD DOWN. ATTACH TO UNIT RAIL
<br />REF: MANUF. FOR INSTALLATION
<br />REQUIREMENTS, REF. S001 FOR
<br />DESIGN CRITERIA
<br />L6X6X3/8X0'-6", TYP,
<br />JST. OR BM., REF: PLAN, TYP,
<br />L4X4X1/4, TYP.
<br />VERT. BRACE BTW. JST. TOP AND
<br />BTM. CHORDS TO NEAREST PANEL
<br />POINT, . Y`P,.
<br />�n�ir��n ini ie ncnv ni OSURE
<br />ci
<br />FRAMING DETAIL (WHERE OCCURS)
<br />SCALE:314"=l'-0"
<br />REF:
<br />[EfNL4}91l'P.9 ss�a
<br />DECK TYPES
<br />1.5 (B,F,A,VL)
<br />T-0"
<br />PUDDLE WELD PATTERNS
<br />SCALE:1"=T-0"
<br />REF:
<br />OSURE
<br />N, REF.
<br />r
<br />36/7 PATTERN
<br />36/5 PATTERN
<br />36/4 PATTERN
<br />3613 PATTERN
<br />TYF
<br />TYF
<br />TYF
<br />TYR
<br />3/16"
<br />\ OPEN
<br />SUPPOR LOADS UP
<br />TO 500 L AXIMUM
<br />i 4'-0" MAXIMUM
<br />TYP,
<br />3116"
<br />RTU OPENING (<500 LB)
<br />SCALE:314"=l'-0"
<br />3 REF:
<br />RTU OPENING (<2000 LB)
<br />SCALE:314"=l'-0"
<br />6REF:
<br />"EfN1AAlA_WID.pi
<br />SHOP CUT VERT. LEG, MIN.1/2"
<br />FILLET AT NOTCH
<br />JST. OR BM,, REF: PLAN, TYP.
<br />L4X4X1/4, TYP.
<br />VERT. BRACE BTW. JST. TOP AND
<br />BTM. CHORDS TO NEAREST PANEL
<br />POINT, TYP.
<br />L6X6X3/8X0'-8", TYP.
<br />L4X4X1/4 (LLV), TYP. (2)
<br />JST. OR BM., REF: PLAN, TYP.
<br />L6X4X5/16 (LLV), TYP. (2)
<br />VERT. BRACE BTW. JST. TOP AND
<br />BTM. CHORDS TO NEAREST PANEL
<br />POINT, TYP.
<br />VS, SPLICE ONLY
<br />)R BEAMS
<br />)ECK CLOSURE
<br />DECK DETAIL (WHERE OCCURS)
<br />SCALE: 314"=l'-0"
<br />REF:
<br />OEiNL
<br />LOCATE SPLICE BTW. ANCHOR
<br />BOLT SPACING.
<br />1 1/4" DIA. X 1'-4" A36 STL, ROD
<br />STL. ANG. REF: PLANS
<br />RER PLANS
<br />CLOSURE ANGLE CONTINUITY
<br />SCALE:1112"=1'-0"
<br />12REF:
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