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02-1335
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2002
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02-1335
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Last modified
3/6/2009 2:55:05 PM
Creation date
11/15/2006 9:28:30 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
02-1335
Building Department - Name
HILL,JEAN
Address
5504 5TH ST
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<br />1: <br />.i <br /> <br />I <br /> <br />BEAM <br /> <br /> <br />tmlE! <br />ROOF" IJALL BRACING REQUIRED <br />FOR GABLE, HIP" FLAT. <br />SEE NOTES BELOIJ <br /> <br />I <br />I <br /> <br />CAGE BRACING DETAILS <br /> <br />1')(2' O.B. EXT. <br /> <br /> <br />I <br /> <br />1 <br />1 <br /> <br />(4) IUD SMS <br /> <br />NO BRACING IS REQUIRED IF <br />POOL ENCLOSURE IS IJITHIN <br />THIS AREA-EXCEPTION FOR <br />GABLED <br /> <br />I'll <br />...J <br /> <br />I <br /> <br />,1 <br /> <br />.~ <br /> <br />II <br />~I <br />,I, <br />, , <br />! ~ <br />r <br />'II <br />11'1 <br />I;; <br />l' <br />I; <br />" <br />;i.: <br /> <br /> <br />TYPICAL TOP STRAP BRACING <br />PLAN VIEW <br /> <br />EAVE <br /> <br /> <br />2')(2')(3/8' ANGLE <br /> <br /> <br />VALL BRACING <br /> <br />r . <br /> <br />" <br />l <br />I, <br /> <br />, I <br />, ' <br /> <br /> <br />TOP STRAPS <br /> <br />'1 I <br />i-l <br /> <br /> <br />TYPICAL WALL BRACING DETAIL <br />SIDE VIEW - OPTlON " <br /> <br />t:mES! <br />CORNER CABLES OR RIGID BRACING SHALL BE USED ON ANY IJALL NOT <br />DIRECTLY FASTENED TO THE HOUSE IN ORDER TO RESIST DIAGONAL STRESSES <br />DUE TO IJINDLDAD. THESE CABLES SHALL EXTEND DIAGONALLY FROM EACH <br />CORNER. TENSION SHOULD BE ADJUSTED BY THE USE OF TURNBUCKLES. <br />TURNBUCKLES SHALL HAVE LOCKING DEVICE TO PREVENT LOOSENING. THIS <br />STAINLESS STEEL CABLE SHALL BE AT LEAST 1750 POUNDS TEST STRENGTH. <br />THE BOTTOM Of THE CABLE SHALL BE FASTENED TO THE SLAB IJITH THREE <br />114' fASTENINGS OR T\(O 5/16' fASTENINGS IJITH A 1/8' STRAP. IJALL BRACING <br />AND TOP STRAPS SHALL BE REQUIRED. <br /> <br />CBD <br /> <br />l <br /> <br />3871 TAMIAMI lRAlL. SUITE E <br />PORT CHARLOTTE. FL 33952 <br />PHONE: (941) 827-4901 <br />FAX: (941) e2+-2382 <br /> <br />~ ALUMINUM STRUCTURES JlASTER PLAN <br />0BClIIt6, If<<:. @ COPYRIGHT .AI. ENGINURING. INC. 2002 <br />AL ENGINEERING, INC. FLORIDA UCENSE 17441 <br /> <br />PAGE 92 OF 266 <br />
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