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/nX .1 NIL LAILI Al)nCLI nni YO Cnr)
<br />JOISTS BEARING ON GIRDERS AT COL.
<br />SCALE:314"=1'-0"
<br />REF;
<br />L4X4X3/8X0-6" MIN. BEARING SEAT
<br />W/ PL 1/4 STIFFENER AT CENTER,
<br />TYP.
<br />STL. COL., REF: PLANS
<br />DO NOT WELD
<br />PL1/2X4X0'-4"
<br />6 JOIST BEARING AT COL.
<br />SCALE:314"=l'-0"
<br />REF:
<br />OEiNLF_�.Wv
<br />PROVIDE X-BRACING AT ALL
<br />HORIZONTAL BRIDGING INCLUDING
<br />UPLIFT BRIDGING AT INTERVALS
<br />NOT TO EXCEED 100 FT IN LENGTH
<br />TYPICAL X-BRACING
<br />SCALE:RTS.
<br />REF:
<br />oEfNL'II.GTYKLAi�lli
<br />b� l TYPICAL X-BRACING
<br />SCALE:N.T.S.
<br />REF:
<br />OEiNL'95,—LY.TitB -M
<br />PL 1/2 MIN. CAP AT COLUMN, SIZE
<br />AS REQ'D FOR MIN. JST BRG
<br />REQUIREMENTS
<br />STL. COL., REF: PLANS
<br />DO NOT WELD, TYP.
<br />PL1/2X4X0'4, TYP,
<br />STABILIZER PL.
<br />2 JOISTS BEARING ON STEEL COLUMN
<br />SCALE:314'=1'-0"
<br />REF:
<br />oEraLs_ass�o_"
<br />7 JOIST BEARING ON COL"
<br />SCALE:314"=l'-0"
<br />REF:
<br />"EiNLF_66CI�"pl
<br />2 TYPICAL X-BRACING
<br />SCALEA.T.S,
<br />REF:
<br />oeuL��sxaranm
<br />PL 1/2 MIN. CAP AT COLUMN, SIZE
<br />AS REQ'D FOR MIN. JST BRG
<br />REQUIREMENTS
<br />DO NOT WELD
<br />PL1/2X4X0'-4"
<br />STL. COL., REF: PLANS
<br />TYP.
<br />U.0.1
<br />j., I YK U.U,N,
<br />LACE BY JST.
<br />ATIONS ALONG
<br />)ETERMINED BY
<br />.D BRACE ONLY
<br />AFTER FULL DEAD LOAD
<br />3 JOISTS BEARING ON GIRDER APPLIED TO ROOF SYSTEM
<br />SCALE:314"=l'-0"
<br />REF:
<br />oeruts w 5_sv�o_c
<br />. , .— V, ,. - �,.r,�E EVERY OTHER
<br />JOIST LOCATION U.O.N. IN PLANS,
<br />GC TO COORDINATE, L2X2X3/16"
<br />U.O.N. IN PLANS, WELD BRACE
<br />ONLY AFTER FULL DEAD LOAD
<br />APPLIED TO ROOF SYSTEM
<br />4 JOISTS BEARING ON W BEAM
<br />SCALE:314"=l'-0"
<br />REF:
<br />oHlN %-0W3— "
<br />1y"
<br />0 0
<br />(4) 3/4" MIN. A325N BOLTS FOR
<br />CONCENTRATED LOADS UP TO K 0 o ERECTION ONLY
<br />L2X2X3/16 TO NEAREST JST. PANEL PL3/4 MIN. W/ PL1/2 MIN. SLOTTED
<br />POINT, TYP. THROUGH COL., COORDINATE W/
<br />STL. SUPPLIER
<br />8 CONCENTRATED LOADS ON JOISTS
<br />SCALE:314"=1'-0"
<br />REF:
<br />PROVIDE X-BRACING ON BOTH
<br />SIDES OF W BEAMS, TYP. ALL
<br />HORIZONTAL BRIDGING LINES
<br />EXCEPT UPLIFT BRIDGING
<br />EITHER DIRECTLY ADJACENT TO W
<br />BEAMS OR NEXT BAY FROM W
<br />BEAMS AS SHOWN
<br />HSS COL., REF: PLANS
<br />DO NOT WELD, TYP.
<br />STABILIZER PL 3/4X6X0'-6", TYP.
<br />9 GIRDERS BEARING ON COL.
<br />SCALE:314"4-0"
<br />REF:
<br />PROVIDE X-BRACING AT ALL
<br />HORIZONTAL BRIDGING INCLUDING
<br />UPLIFT BRIDGING AT OUTSIDE
<br />(END) W BEAMS WHERE OCCURS
<br />TYPICAL X-BRACING
<br />SCALE:N.T.S,
<br />REF:
<br />"EfNL"L.tWA�S91SO4N
<br />BTM. CHORD BRACE EA. JOIST
<br />LOCATION U.O.N. IN PLANS, GC TO
<br />COORDINATE, L2X2X3/16" U.O.N. IN
<br />PLANS, WELD BRACE ONLY AFTER
<br />FULL DEAD LOAD APPLIED TO
<br />ROOF SYSTEM
<br />5 JOIST BEARING ON W BEAM
<br />SCALE:3/4"=l'-0'
<br />REF;
<br />OEiNLE}li9.MY
<br />(2) 3/4" MIN. A325N BOLTS FOR
<br />ERECTION ONLY
<br />PL3/4 MIN. W/ PL1/2 MIN. SLOTTED
<br />THROUGH COL., COORDINATE W/
<br />STL. SUPPLIER
<br />DO NOT WELD
<br />STABILIZER PL3/4X6X0'-6"
<br />HSS COL., REF: PLANS
<br />GIRDER BEARING ON COL.
<br />SCALE: 3/4"=l'-0"
<br />0 REF:
<br />"EfNLS_"Illi�p"I"W 41
<br />I I
<br />TYPICAL X-BRACING
<br />SCALE:N,TS,
<br />4REF:
<br />OEWL9L"3Yq)N Y.tl_%
<br />STEEL JOISTS AND STEEL GIRDERS "r
<br />A. ALL STEEL JOISTS, JOIST GIRDERS AND ASSOCIATED PARTS SHALL CONFORM TO THE STANDARDS
<br />OF THE STEEL JOISTINSTITUTE.
<br />B. ALL JOISTS AND GIRDERS SHOWN IN THE PLANS ARE MINIMUM SIZES. DEPTH CANNOT BE
<br />DECREASED OR INCREASED WITHOUT WRITTEN APPROVAL BY ARCHITECT/ENGINEER.
<br />C. CONTRACTOR TO FOLLOW SJI REQUIREMENTS AS A MINIMUM.
<br />D. PROVIDE BRIDGING AND X-BRACING AS PER THE REQUIREMENTS OF SJI. SHOULD PLANS INDICATE
<br />BRIDGING AND X-BRACING IN EXCESS OF THAT REQUIRED BY SJI, PLANS WILL GOVERN.
<br />E. PROVIDE SEATS, HEADER CHORD EXTENSIONS, OR OTHER ELEMENTS AND FEATURES SHOWN IN
<br />THE CONTRACT DOCUMENTS AND THOSE WHICH ARE REQUIRED FOR PROPER ERECTION AND
<br />PERFORMANCE OF STEEL JOISTS.
<br />F. STEEL JOISTS, JOIST GIRDERS, BRIDGING AND X-BRACING SHALL BE DESIGNED FOR NET UPLIFT.
<br />NET UPLIFT, IF NOT PRESENTED IN PLANS SHALL BE BASED ON THE CLADDING AND COMPONENTS
<br />WIND LOADS INDICATED IN THE PLANS PER APPLICABLE ZONE AND TRIB. AREA. LOAD COMBINATIONS
<br />SHALL COMFORM TO THE CODES SPECIFIED IN THE PROJECT DOCUMENTS.
<br />G. REF. PLANS FOR CONCENTRATED LOADS AND/OR UNUSUAL LOAD PATTERNS.
<br />H. AT A MINIMUM, PROVIDE BOTTOM CHORD BRACING EVERY OTHER JOIST AT JOIST -GIRDERS AND
<br />SUPPORTING W BEAMS. PROVIDE ADDITIONAL BRACING AS SPECIFIED HEREIN AS TYPICAL AND AS
<br />INDICATED IN PLANS.
<br />I. MINIMUM WELDS, U.O.N.:
<br />1. BAR JOIST ENDS 3/16" FILLET, 2" LONG, EACH SIDE
<br />2, JOIST GIRDER ENDS 1/4" FILLET, 3" LONG, EACH SIDE
<br />J. NOT ALL DETAILS MAY APPLY, REF. PLANS
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