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<br />I <br /> <br />, . <br /> <br />I <br /> <br />I CAGE BRACING DETAILS CONT'D I <br /> <br />I <br /> <br />II <br /> <br />(4) IUD 1-1/2' SMS <br />INHI SCRE'J BOSSES <br /> <br />I <br /> <br /> <br />(4) 110lC <br />1-1/2' SMS <br />THRU ANGLE <br />INTO POST <br /> <br />WIESt <br />CORNER CABLES OR RIGID BRACING SHALL BE <br />USED ON ANY 'JALL NOT DIRECTLY FASTENED TO <br />THE HOUSE IN ORDER HI RESIST DIAGONAL <br />STRESSES DUE HI 'JINDLOAD. 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 TO PREVENT LOOSENING. THIS <br />STAINLESS STEEL CABLE SHALL BE AT LEAST <br />1750 POUNDS TEST STRENGT~ THE BOTTOM OF <br />THE CABLE SHALL BE FASTENED TO THE SLAB <br />'JITH THREE 114' FASTENING OR T'JO 5/16' <br />FASTENING 'JITH A 118' STRAP. 'JALL BRACING <br />AND TOP STRAPS SHALL BE REQUIRED. <br /> <br />II <br /> <br />I <br /> <br />II <br /> <br />I <br /> <br />(4) 110lC3/4' SMS <br />THRU ANGLE <br />INTO 2lC2 <br /> <br />I <br /> <br />TYPICAL "'ALL L ROOF BRACING DETAIL <br />SIDE VIE'" - OPTION #3 <br /> <br />I <br /> <br />... <br /> <br /> <br />1110 - 6'lC6' 'JELDED <br />'JIRE MESH <br /> <br />I <br /> <br />5 3/4' lC l' lC 1/8 <br />GALV. STRAP PLATE <br /> <br />5/16' ANCHOR BOLT <br />(EXPANSION BOLT> <br /> <br />I <br /> <br />. <br />.. <br /> <br />I <br /> <br />. '. <br /> <br />.' .. .,6 <br />... ... <br /> <br />I <br /> <br />.. <br /> <br />CONCRETE SLAB <br /> <br />3/8'lC2-3/4' CONC. EXP. BtL T OR 1/2'lC2-3/4' <br />RA'JL SPIKE EMBEDDED INTO CONCRETE <br /> <br />. 4. . <br /> <br />I <br /> <br />CONCRETE/ STRAP DETAIL <br />SIDE VIE'" - OPTION #1 <br /> <br />CONCRETE/ LOOPED CABLE DETAIL <br />SIDE VIE'" - OPTION #2 <br /> <br />I <br /> <br />I <br /> <br />CBDCON'T <br /> <br />I <br /> <br />3871 TAIolIAlolI lRAlL. SUllE E <br />PORT CHARLOnE. FL 33952 <br />PHONE: (941) 627-4901 <br />FAX: (941) 824-2382 <br /> <br />~ ~UJlDiUJI STRUCTUR8S JUST~R PUN <br />BIiNBlNi, II:. @ COPYRIGHT .lL ENGlMDHlNG, INC. 2002 <br />At ENGINEERING, INC. FLORIDA UCEHSE #7441 <br /> <br />PAGE 93 OF 266 <br />