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02-1180
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2002
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02-1180
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Last modified
3/6/2009 2:55:43 PM
Creation date
11/8/2006 11:20:28 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
02-1180
Building Department - Name
MYERS,BRUCE
Address
7313 APPLEGATE DR
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<br />I'BEAM TO BEAM CONNECTION DETAILS I <br /> SPACING BET"'EEN SCRE"'S SHALL NOT BE LESS THAN 3d. <br /> MINIMUM DISTANCE FROM SCRE'W TO EDGE OF MEMBER SHALL NOT BE LESS THAN O.S'. <br /> GUSSET THICKNESS MUST BE GREATER DR EQUAL TO "'ALL THICKNESS OF BEAM. <br /> TOTAl.. , OF DISTANCE FASTENER FASlEHER DISTANCE <br /> FASTENERS TO <br /> BE:AM COMPlETE FROM VERTlCAl HORIZONTAl.. FROM <br /> SIZE CONNECTION "0" "b" SPUCE SPACING SPACING EDGE <br /> 2x4 PB 20 - tllO SMS 7.35' 2.15' 0.5' 1.12' 1.14' 0.5" <br /> 2x4 SB 24 - IUO SMS 7.35' 2.15' 0.5" 1.12" 1.14' 0.5" <br /> 2x4 5MB 28 - IUD SMS 9.5' 2.5' 0.5" 1.12" 1.14" 0.5" <br /> 2x5 5MB 28 - ilI0 SMS 9.75" 2.5" 0.5" 1.50" 1.14" 0.5" <br /> 2x6 5MB 32 - ilI0 SMS 11.25" 4' OS 2.0' 1.14" 0.5' <br /> 2x7 5MB 32 - ilI0 SMS 12' 5" 0.5" 3' 1.14" 0.5' <br /> 2x8 5MB 36 - ilI0 SMS 14.75" 6" 0.5" 4" 1.14" 0.5" <br /> 2x9 5MB 40- ttl0 SMS' 14.75' 6' 0.5' 4' 1.14' 0.5' <br /> 2xl0 5MB 44 - ilIa SMS 17.5" 7" 0.5' 5' 1.14' I' <br /> 10 SCE'WS Q <br /> PER SPLICE.~ -""..... <br /> (40 TOTAL) ~J~~ 2x9 5MB <br /> 2x9 5MB _ - "' "' <br /> ~- -, <br /> 000 000 <br /> \00 0 0 00/ <br /> 00 0 0 <br /> \00 00/ ~ <br /> DET AIL @ <br /> DETAIL SHOWN AS 2x9 ShAB, OTHER BEAMS ARE SlhAllAR. <br /> TOTAl.. ts OF FASTEHER DISTANCE <br /> FASTENE TO DISTANCE FASTENER <br /> BEAM COMPLETE FROY VERl1CAI.. HORIZONTAl.. FRO" <br /> SIZE CONNECTION "0" "b" SPUCE SPACING SPACING EDGE <br /> 2x4 PB 16 - IUO SMS 7' 2" 1.5' 0.90' 1.14' 0.5' <br /> 2x4 SB 16 - il10 SMS 7' 2' 1.5' 0.90' 1.14' 0.5" <br /> 2x4 5MB 24 - il10 SMS 8.75' 2' 1.5' 0.90' 1.14' OS <br /> 2x5 5MB 24 - ilI0 SMS 8.75" 3' 1.5' 1.90" 1.14" 0.5" <br /> 2x6 5MB 24 - ilI0 SMS 8.75' 4' 1.5" 2.90' 1.14' 0.5" <br /> 2x7 5MB 28 - ilI0 SMS 11" 4" 1.5' 2.90" 1.14" 0.5' <br /> 2)(8 5MB 32 - ilI0 SMS 11" 4' 1.5' 2.90' 1.14" 0.5" <br /> 2x9 5MB 36 - ilI0 SMS 13.25' 4' IS 2.90" 1.14' 0.5' <br /> 2)(10 5MB 44- il12 SMS 15.5" 5" 1.5" 3.90' 1.14' 0.5" <br /> 9 SCE"'S Q <br /> PER SPLICE <br /> (36 TOT AU ..---r:~ A .125" FLAT BAR MAY BE USED <br /> INSTEAD OF GUSSET PLATES CALLED <br /> OUT 'WITH AN APPROPRIATE LENGTH AND <br /> 'WIDTH TO ACCOMODATE THE REQUIRED <br /> l;;"-;--;- 1---_ 3 SCRE'WS AND EDGE DISTANCE SPACING <br /> 000 <br /> 10 0 0 0 . o I <br /> L!. -!.. Q 0 ...!...!..J <br /> 2)(9 5MB 2x9 5MB <br /> DET AIL @ <br />BTBl DETAIL SHOWN AS 2x9 ShAB, OTHER BEAMS ARE SlhAllAR. <br />3871 TAWIAMI mAll, sum: E ~ ALUMINUM STRUCTUIUS JUSTZR PUN <br />'ORT QiARlO11E, Fl 33952 <br />'HONE: (941) 627-4901 OOIfiRItIi, It<<:. @ COPYRIGHT AI. ENGIHKERIHG, INC. 2002 <br />~AX: (941) 624-2382 AI.. ENGINEERING, INC. flORIDA UCENSE #744\ PAGE 47 OF 266 <br /> <br />
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