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<br />!BEAM TO BEAM CONNECTION DET AILS I <br /> SPACING BET'WEEN SCRE'WS SHALL NOT BE LESS THAN 3d. <br /> MINIMUM DISTANCE FROM SCRE'W TO EDGE OF MEMBER SHALL NOT BE LESS THAN OS, <br /> GUSSET THICKNESS MUST BE GREATER DR EQUAL TO 'WALL THICKNESS OF BEAM, <br /> TOTAL I OF DISTANCE FASTENER FASTENER DISTANCE <br /> FASTENERS TO <br /> BEAM COUPLETE FROU VER'TlCAL HORIZOp.rrAL FRaU <br /> SIZE CONNEcnON "0" "b" SPUCE SPACING SPACING EDGE <br /> 2x4 PB 20 - #10 SMS 7.35' 2,15' 0.5' 1.12' 1.14' OS <br /> 2x4 SB 24 - #10 SMS 7.35' 2.15' OS 1.12' 1.14' OS <br /> 2x4 5MB 28 - #10 SMS 9,5' 2.5' 0.5' 1.12' 1.14' 0.5' <br /> 2xS 5MB 28 - IHO SMS 9.75' 2.5' OS 1.50' 1.14' 0.5' <br /> 2x6 5MB 32 - #10 SMS 11.25' 4' O.S' 2.0' 1.14' OS <br /> 2x7 5MB 32 - #10 SMS 12' 5' OS 3' 1.14' 0,5' <br /> 2x8 5MB 36 - #10 SMS 14.75' 6' 0.5' 4' 1.14' 0.5' <br /> 2x9 5MB 40- #10 SMS 14.75' 6' OS 4' 1.14' OS <br /> 2xl0 5MB 44 - #10 SMS 17.5' 7' 0.5' 5' 1.14' I' <br /> 10 SCE'w'S a <br /> PER SPLIC~~ ........__ <br /> <40 TOT AU ~ .J1l-~ 2x9 5MB <br /> 2x9 5MB ___ --- ......... ......... <br /> .-\--- 0 -- <br /> 0 <br /> o 0 o 0 00/ <br /> \ 0 0 0 0 <br /> " " " " <br /> \00 " 0/ ..Q <br /> DET AIL @ <br /> DETAIL SHOWN AS 2x9 5MB, OTHER BEAMS ARE SIMILAR. <br /> TOTAL I OF FASTENER FASTENER <br /> FASTENERS TO DISTANCE DISTANCE <br /> BEAM COUPLETE FROIl VERTICAL HORIZOp.rrAL FROIl <br /> SIZE CONNECTION "0" "b" SPLICE SPACING SPACING EDGE <br /> 2x4 PB 16 - #10 SMS 7' 2' 1.5' 0.90' 1.14' 0.5' <br /> 2x4 SB 16 - IHO SMS 7' 2' IS 0.90' 1.14' OS <br /> 2x4 5MB 24 - #10 SMS 8.75' 2' 1.5' 0.90' 1.14' 0.5' <br /> 2xS 5MB 24 - #10 SMS 8.75' 3' 1.5' 1.90' 1.14' OS <br /> 2x6 5MB 24 - #10 SMS 8.75' 4' 1.5' 2.90' 1.14' OS <br /> 2x7 5MB 28 - #10 SMS 11' 4' 1.5' 2.90' 1.14' OS <br /> 2x8 5MB 32 - #10 SMS 11' 4' IS 2.90' 1.14' 0.5' <br /> 2x9 5MB 36 - #10 SMS 13.25' 4' 1.5' 2.90' 1.14' OS <br /> 2xlO 5MB 44 - #12 SMS 15.5' 5' 1.5' 3.90' 1.14' 0.5' <br /> 9 SCE'w'S a <br /> PER SPLICE <br /> <36 TOT AU .----r: cr-----........ A .125' FLAT BAR MAY BE USED <br /> INSTEAD OF GUSSET PLATES CALLED <br /> OUT 'w'ITH AN APPROPRIATE LENGTH AND <br /> 'w'IDTH TO ACCOMODATE THE REQUIRED <br /> 1--- 1---- 3 SCRE'w'S AND EDGE DISTANCE SPACING <br /> 0 " 0 0 0 " <br /> /0 0 0 0 " " I <br /> ~--!.. " " ~~ <br /> 2x9 5MB <br /> 2x9 5MB <br /> DET AIL @ <br />9TB1 DETAil SHOWN AS 2x9 5MB. OTHER BEAMS ARE SlloAlLAR. <br />71 TAUIAIoAI TRAll. SUITE E ~ ALUMINUM STRUCTURES AUSTER PLAN <br />RT CHARLOm. FL 33952 <br />ONE: (941) 627-4901 00IfiRU<<i, It<<:. @ COPYRIGHT AL ENGINKERlNG. INC. 2002 <br />X: (941) 62~2382 Al ENGINEERING, INC. FLORIOA LICENSE 17441 PAGE 47 OF 266 <br /> <br />l <br /> <br />