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<br />I BEAM TO COLUMN CONNECTIONS I <br /> <br />2' )( 5MB <br />(SEE ROOf BEAM CHARTS) <br /> <br /> <br />1110 )( 1 1/2' SMS @ 6' D.C. EITHER <br />SIDE Of BEAM AND @ 24' D.C. <br /> <br />SEE FASTENER-L <br />SCHEDULE BELOW <br />10 0 <br /> <br />(2) ilD )( I' SHS INTO SCREW BOSSES <br />OF EDGE MEMBER <br />2)(2 PB <br /> <br />1x2 DB <br /> <br />~ NOTCH POST <br />FOR 1x2 DB <br /> <br />OVERLAP BEAM <br /> <br /> <br />DET AIL <br /> <br />1)(2 DB INTERNAL SCREWED TO 2)(2 <br />WI 2 #10 1 1/2 SMS WITHIN 6" EITHER <br />SIDE OF BEAM AND @ 24' D.C. <br /> <br />2)(2 SCREWED <br />INTO COLUMN WI <br />(2) 1110 >': 3' SMS <br /> <br />1x2 DB INTERNAL SCREWED <br />TO .2)(2 WI (2)1110 1-1/2' SMS <br />WITHIN 6' EITHER SIDE Of <br />BEAM AND 24' D.C. <br /> <br />2)(2 SCREWED <br />INTO COLUMN <br />WI 1110 )( 3' SMS <br /> <br /> <br />2' )( 5MB <br />(SEE ROOF BEAM CHARTS) <br /> <br />2)(2 PB <br /> <br />2' )( 5MB <br />(SEE ROOF BEAM CHARTS) <br /> <br /> <br />SEE <br />FASTENER <br />SCHEDULE <br /> <br />GUSSET PLATE <br />MIN. THICKNESS <br />EQUAL TO BEAM <br /> <br />DETAIL @ <br /> <br />o <br /> <br />SEE FASTENER <br />SCHEDULE BELOW <br /> <br />o <br />o <br />o <br /> <br /> II <br /> II <br /> II <br /> 2)(3 PB, 3)(2 PB <br /> L 2)(4 PB ONLY OVERLAP BEAM <br /> DET AIL cg <br /> TOTAl... , OF OlSTANCE FASTENER FASTENER DISTANCE <br /> FASTENERS TO FRO" VERTICAL HORIZONTAl... FRO" <br /> POST COWPlETE <br /> SIZE CONNECllON OVERlAP SPACING SPACING EDGE <br /> 2)(3 PB 16 - 1110 SMS OS I' I' 0.5' <br /> 3)(2 PB 16 - 1110 SMS 0.5' I" I' 0.5' <br />2)(4 SB,PB.SMB . 0.5' I' l' 0.5' <br /> 2)(5 5MB 26 - lID SMS 0.5' I' I' OS <br /> 2)(6 5MB 28 - lID SMS 0.5" l' 1.5' 0.5' <br /> 2)(] 5MB 30 - lID SMS 0.5' I" loS' 0.5' <br /> 2)(8 5MB 34 - lID SMS 0,5' I' 1.5' 0.5" <br /> 2)(9 5MB 34- 110 SMS 0.5' I' 3' 0.5' <br /> <br /> <br />2)(3 PB. 3)(2 PB <br />L 2)(4 PB ONLY <br /> <br />2)(10 5MB 40 - lID SMS 0.5' I' 3' 0.5' <br /> <br />· GUSSET PLATE MUST BE USED IN CONJUNCTION WITH (18)-110 SMS FOR A 2X4 PB.SB, <br />DR 5MB FOR ALL SCENARIOS. <br /> <br />NOTES, 1x2 DB AND 2)(2 PB CA~BE ROTATED ON ALL CONNECTIONS DETAILS. <br />EXAMPLE' USING DETAIL B WITH THE TOP 2)(2 AND 1x2 POSITIONED UPRIGHT AS SHOWN IN DETAIL @ IS <br />OK. USE FASTENERS SCH ULE OF GUSSET PLATE AS INDICATED. <br /> <br />fASTENERS SHALL BE PLACED A MINIMUM Of .5' FROM EDGE Of BEAM AND fASTENERS SHALL NOT BE <br />PLACED LESS THAN 3d APART. IF THESE SPACINGS CANNOT BE ACHIEVED. THEN GUSSET PLATES SHALL <br />BE INSTALLED OR AL ENGINEERING. INC. MUST REVIEW AND PROVIDE APPROVAL. <br /> <br />BCCPCC <br /> <br />3871 TAWIAWI TRAIL. SUITE E <br />PORT CHARLOTTE, FL 33952 <br />PHONE: (941) 627-4901 <br />FAX: (941) 1124-2382 <br /> <br />~ ALUMINUM STRUCTURES JUSTER PUN <br />ENStfiIIN6.INC. @ COPYBIGBT AI. IDlGINJZIUNG, INC. 2002 <br />AI... ENGINEERING, INe. FLORIDA UCENSE 11441 <br /> <br />PAGE 81 OF 266 <br /> <br />