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<br />, <br /> <br />I CAGE BRACING DETAILS CONT'D <br /> <br />(4) 1110 1-1/2" SHS <br />INTD SCRE'W BOSSES <br /> <br /> <br />(4) 1I10x <br />1-1/2' SHS <br />THRU ANGLE <br />INTD POST <br /> <br />I::IDIESi <br />CORNER CABLES DR RIGID BRACING SHALL BE <br />USED ON ANY 'WALL NOT DIRECTLY fASTENED TD <br />THE HOUSE IN ORDER TD RESIST DIAGONAL <br />STRESSES DUE TD 'WINDLOAD. THESE CABLES <br />SHALL EXTEND DIAGONALLY fROM EACH CORNER. <br />TENSION SHOULD BE ADJUSTED BY THE USE Of <br />TURNBUCKLES. TURNBUCKLES SHALL HAVE <br />LOCKING DEVICE TD PREVENT LOOSENING. THIS <br />STAINLESS STEEL CABLE SHALL BE AT LEAST <br />1750 POUNDS TEST STRENGTH. THE BoTTOH Of <br />THE CABLE SHALL BE fASTENED TO THE SLAB <br />'WrTH THREE 1/4' fASTENING DR T'Wo 5/16" <br />fASTENING 'WrTH A 1/8" STRAP. 'WALL BRACING <br />AND TDP STRAPS SHALL BE REQUIRED. <br /> <br /> <br />I <br /> <br />(4) 1110)(3/4" SHS <br />THRU ANGLE <br />INTD 2)(2 <br /> <br />I <br /> <br />TYPICAL 'WALL L ROOF BRACING DETAIL <br />SIDE VIE'" - OPTION #3 <br /> <br />... <br /> <br /> <br />EXIST. 3 1/2" CONC <br />3/32'~ S/S CABLE <br /> <br /> <br />I <br /> <br />I <br /> <br />5 3/4' )( l' )( 1/8 <br />GALV, STRAP PLATE <br /> <br />5/16' ANCHOR BOLT <br />(EXPANSION BOL n <br /> <br />ilIa - 6")(6' 'WELDED <br />'WIRE HESH <br /> <br />I <br /> <br />.. <br />~ <br /> <br />I <br /> <br />.' ~. .,j;" <br /> <br />.. <br /> <br />.. . <br /> <br />. '. <br /> <br />CoNC. <br /> <br />I <br /> <br />, 4. . <br /> <br />3/8')(2-3/4. CONC. EXP. BOLT DR 1/2')(2-3/4' <br />RA'WL SPIKE EHBEDDED INTO CONCRETE <br /> <br />.. <br /> <br />CONCRETE SLAB <br /> <br />I <br /> <br />CONCRETE/ STRAP DETAIL <br />SIDE VIE'" - OPTION #1 <br /> <br />CONCRETE/ LOOPED CABLE DETAIL <br />SIDE VIE'" - OPTIDN #2 <br /> <br />I <br /> <br />I <br /> <br />CBDCONT <br /> <br />I <br /> <br />3871 TA/oIIA/oII TRAIL. sum: E <br />PORT CHARlOTlE. FL 33952 <br />PHONE: (941) 627-4901 <br />FAX: (1141) 62+-2382 <br /> <br />~ M.UJIlNUJI STRUCTUR8S JUSTZR PUN <br />08IIRIIIi, K. @ COPYRIGHT .AI. ENGDfURIMG, lNe. 2002 <br />Al ENGINEERING. INC. FLORIDA UCEHSE #7441 <br /> <br />PAGE 93 OF 266 <br />