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02-1233
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2002
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02-1233
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Last modified
3/6/2009 2:55:31 PM
Creation date
11/8/2006 3:53:08 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
02-1233
Building Department - Name
KELLY,JIM
Address
39136 9TH AV
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<br />. <br />. <br /> <br />IBEAM TO BEAM CONNECTION DETAILS 1 <br /> SPACING BETWEEN SCREWS SHALL NOT BE LESS THAN 3d. <br />MINIMUM DISTANCE FROM SCREW TO EDGE OF MEMBER SHALL NOT BE LESS THAN OS, <br /> GUSSET THICKNESS MUST BE GREATER OR ~QUA~ TO ~A~L THICKN~SS Of D~AH, <br /> TOTAl , 0' DISTANCE FASTENER FASTENER DISTANCE <br /> fAST"E}lER5 TO <br /> BE:AM COlolPlETE fROloI 'v'ERllCAI.. HORIZONTAl fROloI <br /> SIZE CONNECTION "0. "j,. SPUCE SPACING SPACING EDGE <br /> 2x4 PB 20 - jl10 SMS 7.35' 2.15' D,S' 1.12' 1.14' D,S' <br /> 2x4 sa 24 - #10 SMS 7.35' 2.15' D,S' 1.12' 1.14' D,S' <br /> 2x4 5MB 2B - #10 SMS 9.5' 2.5' D,S' 1.12' 1.14' D,S' <br /> 2xS 5MB 2B - #10 SMS 9.75' 2.5' D,S' 1.50" 1.14' 0.5- <br /> 2x6 5MB 32 - #10 SMS 11.25' 4' D,S' 2.0' 1.14' 0.5- <br /> 2x7 5MB 32 - #10 SMS 12' 5" D,S' 3' 1.14' D,S' <br /> 2xB 5MB 36 - #10 SMS 14.75' 6- 0,S' 4' 1.14- D,S' <br /> 2x9 5MB 40- #10 SMS' 14.75' 6- 0.5. 4- 1.14- D,S' <br /> 2xl0 5MB 44 - #10 SMS 17.5" 7. D,S' 5' 1.14- I" <br /> 10 SCEWS Q <br /> PER SPLIC~u~~~ <br /> (40 TOTAL> <br /> 2x9 5MB _ - ......... ......... 2x9 5MB <br /> ~- ........., <br /> 000 000 <br /> \00000000/ <br /> \000 000/ ..0 <br /> DETAIL @ <br /> DETAIL SHOWN AS 2x9 5MB, OTHER BEAMS ARE SIMIlAR. <br /> TOTAl , Of DISTANCE fASlENER fASTENER DISTANCE <br /> fASTENERS TO <br /> BfAloI COlolPlETE fROII VERTlCAL HORl20NTAL fROW <br /> SIZE CONNECTION .0. .... SPUCE SPACING SPACING EDGE <br /> 2x4 PB 16 - .10 SMS 7' 2' 1.5' 0.90- 1.14' 0.5' <br /> 2x4 SB 16 - .10 SMS 7- 2' 1.5' 0.90- 1.14- D,S' <br /> 2x4 5MB 24 - #10 SMS 8.75' 2' 1.5. 0.90' 1.14- D,S' <br /> 2xS 5MB 24 - .10 SMS 8.75' 3' 1.5' 1.90- 1.14' D,S' <br /> 2x6 5MB 24 - .10 SMS 8.75' 4' 1.5- 2.90' 1.14' D,S' <br /> 2x7 5MB 2B - .10 SMS 11' 4. 1.5. 2.90. 1.14" 0.5. <br /> 2xB 5MB 32 - .10 SMS 11- 4' 1.5. 2.90. 1.14- 0.5. <br /> 2x9 5MB 36 - .10 SMS 13,25. 4. 1.5' 2.90' 1.14' 0.5' <br /> 2xl0 5MB 44 - 1112 SMS 15.5- 5. 1.5. 3.90. 1.14. 0.5. <br /> 9 SCEWS Q <br /> PER SPLICE <br /> (36 TOT AU -- '-. A .125. fLA T BAR MAYBE USED <br /> ~lJ""""""'" INSTEAD Of GUSSET PLATES CALLED <br /> OUT WITH AN APPROPRIATE LENGTH AND <br /> --- WIDTH TO ACCOMODATE THE REQUIRED <br /> t;-- 3 SCREWS AND EDGE DISTANCE SPACING <br /> 000 000 <br /> 10 0 0 0 0 01 <br /> ~..!.. 0 o ..!....!...J <br /> 2x9 5MB <br /> 2x9 5MB <br /> DETAIL @ <br />BTBI DETAIL SHOWN AS 2x9 5MB, OTHER BEAMS ARE SIMIlAR, <br />3871 TAWIAMI TRAIL. SUITE E ~ n.UJaNUJI STRUCTUlUS JUSTZR PUN <br />PORT QiARLOTTE. f1. 33952 <br />PHONE: (941) 627-4901 EMiDlIRDfi, 1M:. @ COPYBIGHT .u. ENGOOD:RING, INC. 2002 <br />fAX: (941) 621-2382 At. EHGINEERING, INC. flORIDA UCENSE /7441 PAGE 47 OF 266 <br /> <br /> <br />. <br /> <br />. <br /> <br />II <br /> <br />II <br /> <br />II <br /> <br />II <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 />
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