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<br />I <br /> <br />I <br /> <br />IBEAM TO BEAM CONNECTION DET AILS I <br /> SPACING BETWEEN SCREWS SHALL NOT BE LESS THAN 301. <br />MINIMUM DISTANCE FROM SCREW TO EDGE OF MEMBER SHALL NOT BE LESS THAN 0.5'. <br /> GUSSET THICKNESS MUST BE GREATER DR EQUAL TO WALL THICKNESS Of BEAM. <br /> TOTAl Js OF <br /> FASTEN TO DISTANCE FASTENER FASTEHER DISTANCE <br /> BEAU CO"PLETE fRO.. \IERTlCAL HORIZONTAl fRO.. <br /> SIZE CONNECl1ON "a" D" SPUCE SPACING SPACING EDGE <br /> 2x4 PB 20 - 110 SMS 7.35' 2,15' 0.5' 1.12' 1.1.... 0.5' <br /> 2x4 SB 2... - 110 SMS 7.35' 2.15' 0.5' 1.12' 1.14' 0.5' <br /> 2x4 5MB 28 '- 110 SMS 9.5' 2,5' 0,5' 1.12' 1.14' 0.5' <br /> 2x5 5MB 28 - IUD SHS 9,75' 2.5' D,5' 1.5D' 1.14' D,5' <br /> 2x6 5MB 32 - IHO SMS 11,25' 4' 0.5" 2,0' 1.14' 0.5" <br /> 2x7 5MB 32 - 110 SMS 12' 5' 0.5' 3' 1.14' 0.5' <br /> 2x8 5MB 36 - 110 SMS 14.75' 6' 0,5' 4' 1.14' 0,5' <br /> 2x9 5MB 40- 110 SMS' 14.75' 6' 0.5' 4' 1.1.... 0,5' <br /> 2x10 5MB 44 - lI10 SMS 17,5' 7' 0,5' 5' 1.14' l' <br /> 10 SCEWS Q <br /> PER SPLIC~.~ .--. <br /> (40 TOTAL) ~J.~~ 5MB <br /> 2x9 5MB ~ ___ --- - _ 2x9 <br /> --- -.... <br /> \ 00 00 <br /> \00000000/ <br /> 00 00 <br /> \00 00/ ~ <br /> DETAIL @ <br /> DETAIL SHOWN AS 2x9 StolB, OTHER BEAMS ARE SltolllAR. <br /> TOTAl , OF DISTANCE FASTENER FASTENER DISTANCE <br /> FASTENERS TO <br /> BEAIoi COIolPLETE FROIol VERTlCAl HORIZONTAl FROIol <br /> SIZE CONNECTION "a" D" SPlICE SPACING SPACING EDGE <br /> 2x4 PB 16 - lI10 SMS 7' 2' 1.5' 0.90' 1.14' 0.5' <br /> 2x4 SB 16 - 110 SMS 7' 2' 1.5' 0,90' 1.1.... 0,5' <br /> 2x4 5MB 24 - 110 SMS 8,75' 2' 1.5' 0,90' 1.1.... 0,5' <br /> 2xS 5MB 24 - lI10 SMS 8.75' 3' 1.5' 1.90' 1.14' 0.5' <br /> 2x6 5MB 24 - IUD SMS 8,75' 4' 1.5" 2,90' 1.14' 0.5' <br /> 2x7 5MB 28 - lI10 SMS 11' 4' 1.5' 2,90' 1.14' D,S' <br /> 2x8 5MB 32 - lI10 SMS 11' 4' 1.5' 2,90' 1.14' D,S' <br /> 2x9 5MB 36 - lII0 SHS 13,25' 4' IS 2.90' 1.14' 0,5' <br /> 2xl0 5MB H - 112 SMS 15.5' 5' 1.5' 3,90' 1.14' 0.5' <br /> 9 SCEWS a. <br /> PER SPLICE <br /> (36 TOT AU ~- A .125' FLAT BAR MAYBE USED <br /> ..---Ill ---.... INSTEAD OF GUSSET PLATES CALLED <br /> OUT WITH AN APPROPRIATE LENGTH AND <br /> k--- WIDTH TO ACCOMDDATE THE REQUIRED <br /> i--- _ _ 3 SCREWS AND EDGE DISTANCE SPACING <br /> 0 0 0 0 0 0 <br /> 10 0 0 0 0 01 <br /> L!....!... 0 0 ...!...~ <br /> 2x9 5MB <br /> 2x9 5MB <br /> DET AIL @ <br />BTBt DETAIL SHOWN AS 2x9 StolB, OTHER BEALlS ARE SltolllAR. <br />3871 TAWIAWI TRAIL, SUITE E ~ U.UJlINUJI STRUCTURZS JUSTZR PUN <br />PORT OiARLOTlE, F1. JJII152 <br />PHONE: (941) 627-4901 EJ<<iItIlJlDfi. DC @ COPYRIGHT M. ZMGlNEERlHG, INC. 2002 <br />FAX: (1141) 82+-2382 AI.. El\IGlNEERlNG, INC. flORIDA UCENSE 11441 PAGE 47 OF 266 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />