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02-1441
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2002
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02-1441
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Last modified
3/6/2009 2:54:29 PM
Creation date
11/16/2006 10:06:19 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
02-1441
Building Department - Name
WARD,MIKE
Address
6439 HUNTINGTION DR
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<br />. <br /> <br />. <br /> <br />IBEAM TO BEAM CONNECTION DETAILS 1 <br /> SPACING BETIJEEN SCREIJS SHALL NOT BE LESS THAN 3d. <br /> MINIMUM DISTANCE FROM SCREIJ TO EDGE OF MEMBER SHALL NOT BE LESS THAN 0.5'. <br /> GUSSET THICKNESS MUST BE GREATER DR EQUAL TO IJALL THICKNESS [}f" BEAM. <br /> TOTAl f Of DISTANCE FASl'ENER FASTENER DISTANCE <br /> FASl'ENERS TO <br /> IlEAW CO"PLETE FRO" VER11CAl HORIZONTAl FROW <br /> SIZE CONNEcnoN "a" 0" SPUCE SPACING SPACING EDGE <br /> 2x4 PB 20 - IUD SMS 7.35' 2.15' O.S' 1.12' 1.14' O.S' <br /> 2x4 SB 24 - IUD SHS 7.35' 2.15' 0.5' 1.12' 1.14' 0.5' <br /> 2x4 5MB 28 - IUD SMS g.S' 2.5' 0.5' 1.12' 1.14' 0.5' <br /> 2xS SHB 28 - IUD SHS g.7S' 2.5' 0.5' 1.50' 1.14' 0.5" <br /> 2x6 5MB 32 - IUD SHS 11.25' 4' 0.5' 2.0" 1.14' 0.5' <br /> 2x7 5MB 32 - IUD SHS 12' 5' 0.5' 3' 1.14' 0.5' <br /> 2x8 5MB 36 - IUD SHS 14.75' 6" 0.5" 4' 1.14' 0.5' <br /> 2x9 5MB 40- 110 SHS 14.75" 6' 0.5" 4' 1.14' 0.5' <br /> 2x10 5MB 44 - 110 SMS 17.5' 7' O.S' 5" 1.14' I" <br /> 10 SCEIJS 0 <br /> PER SPLICE.~ ........... <br /> (40 TOTAL> ~-J-l..---==----- 2x9 5MB <br /> 2x9 5MB ~ _ - - .......:.. <br /> --- -... <br /> 000 000 <br /> \.. .. ..1 <br /> o · 0 0 <br /> \.. 0.1 .0 <br /> DETAIL @ <br /> DET~l SHOWN AS 2x9 Sl.4B, OTHER BEAMS ARE SIl.4llAR. <br /> TOTAl Js Of <br /> FASTEN TO DISTANCE FASTENER FASTENER DISTANCE <br /> IlEAW CO"PLErE FRO" VERTICAL HORIZONTAl FRQI,I <br /> SIZE CONNECTION "a" 0" SPlICE SPACING SPACING EDGE <br /> 2x4 PB 16 - 110 SHS 7' 2' 1.5' 0.90' 1.14' 0.5' <br /> 2x4 SB 16 - 110 SHS 7' 2" 1.5' 0.90' 1.14' 0.5' <br /> 2x4 5MB 24 - 110 SHS B.7S" 2' 1.5' O.gO' 1.14' 0.5' <br /> 2xS 5MB 24 - 110 SHS B.7S' 3" 1.5' l.g0' 1.14' 0.5' <br /> 2x6 5MB 24 - 110 SHS B.7S' 4' 1.5' 2.90' 1.14' 0.5' <br /> 2x7 5MB 2B - 110 SHS 11' 4' 1.5" 2,gO" 1.14' 0.5' <br /> 2xB SHB 32 - 110 SHS 11' 4' 1.5' 2.90' 1.14' 0.5' <br /> 2xg SHB 36 - 110 SHS 13.25' 4' 1.:;i' 2. gO' 1.14' O.S' <br /> 2xl0 SHB 404- 112 SHS 15.5" S" 1.5" 3.g0" 1.14' 0.5' <br /> 9 SCEIJS '0 <br /> PER SPLICE <br /> (36 TOTAL> -- A .125" FLAT BAR HAY BE USED <br /> ....-- l J ____ INSTEAD OF GUSSET PLATES CALLED <br /> OUT IJITH AN APPROPRIATE LENGTH AND <br /> IJIDTH TO ACCDHODATE THE REQUIRED <br /> r--- --- =:[ SCREIJS AND EDGE DISTANCE SPACING <br /> . . 0 . . 0 <br /> I. 0 0 0 0 . I <br /> L!.. ...!.. 0 Q ...!.. ..!.J <br /> 2x9 SHB 2xg 5MB <br /> DET AIL @ <br />BTBt DET~l SHOWN AS 2x9 SUB, OTHER BEAMS ARE SIl.4llAR. <br />3871 TAWIAWI TRAIL. SUllE E ~ M.l1JllNUJI STRUCTl/RIS JUSTZR PUN <br />PORT CHARlOTlE, FL 33952 <br />PHONE: (941) 627-4901 ~ OfiIJIIRIJIj, DC. @ COPYRIGHT .u. DGINURlHG, INC. 2002 <br />FAX: (941) 624-2382 Ai.. EHClNEERlNG, INC. FLORIDA UCENSE 174-41 PAGE 47 OF 266 <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br />
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