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CURB OR STEMWALL FOUNDATIONSLAB ON GRADE FOUNDATION <br />INTERIOR FOUNDATION BRICK LEDGE FOUNDATION <br />FOUNDATION PLAN VIEW <br />36 <br />XX <br />1 <br />24 <br />HX <br />WSWH-HSR <br />AND WSWH-AB <br />ASSEMBLY <br />1 <br />WSWH-HSR_KT <br />HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT <br />- <br />A <br />WSWH-RT EXTERIOR <br />INSTALLATION <br />WSWH-RT INTERIOR <br />INSTALLATION <br />WSWH-RTPF <br />PANEL FORM <br />INSTALLATION <br />WSWH-RTBL <br />BRICK LEDGE <br />INSTALLATION <br />WSWH-RT WITH <br />ANCHOR BOLT <br />STABILIZERS <br />de <br />(in) <br />W <br />(in) <br />ASD <br />ALLOWABLE <br />UPLIFT (lbs) <br />WSWH-AB1 ANCHOR BOLT <br />ANCHOR <br />STRENGTH <br />CONCRETE <br />CONDITION <br />DESIGN <br />CRITERIA <br />WSWH ANCHORAGE SOLUTIONS FOR 4500 PSI CONCRETE <br />de <br />(in) <br />W <br />(in) <br />ASD <br />ALLOWABLE <br />UPLIFT (lbs) <br />WSWH-AB1 ANCHOR BOLT <br />ANCHOR <br />STRENGTH <br />CONCRETE <br />CONDITION <br />DESIGN <br />CRITERIA <br />WSWH ANCHORAGE SOLUTIONS FOR 3000 PSI CONCRETE <br />CRACKEDUNCRACKED <br />ASD ALLOWABLE SHEAR LOAD, <br />V (lb.)MIN. CURB/ <br />STEMWALL WIDTH <br />(in.) <br />SHEAR <br />REINFORCEMENT <br />MIN. CURB/ <br />STEMWALL WIDTH <br />(in.) <br />SHEAR <br />REINFORCEMENT <br />L t OR <br />L h (in.) <br />WIND4SEISMIC3 <br />MODEL <br />STRONG-WALL ® HIGH STRENGTH WOOD SHEARWALL SHEAR ANCHORAGE <br />(GARAGE CURB SHOWN. OTHER FOOTING TYPES SIMILAR.) <br />SECTION AHAIRPIN INSTALLATION <br />leLENGTHDIAMETERMODEL NO.WSWH <br />PANEL MODEL <br />de <br />(in) <br />W <br />(in) <br />ASD <br />ALLOWABLE <br />UPLIFT (lbs) <br />WSWH-AB1 ANCHOR BOLT <br />ANCHOR <br />STRENGTH <br />CONCRETE <br />CONDITION <br />DESIGN <br />CRITERIA <br />WSWH ANCHORAGE SOLUTIONS FOR 2500 PSI CONCRETE <br />DETAIL 12 <br />DETAIL 13 <br />2 <br />DETAIL 11 <br />leLENGTHDIAMETERMODEL NO.WSWH PANEL <br />MODEL <br />DETAIL 14 DETAIL 15 <br />STRONG-WALL <br />S6.0 <br />R E V I S I O N <br />REVISIONSMARKDATE <br />SHEET OF 14 <br />TITLE <br />CHECK AND VERIFY ALL <br />DIMENSIONS BEFORE <br />PROCEEDING WITH THE <br />WORK. REPORT <br />DISCREPANCIES TO THE <br />ENGINEER. ALL <br />CONSTRUCTION SHALL <br />CONFORM TO THE C.B.C. <br />JOB #:DRAWN: <br />DATE:CHECKED: <br />24-101 M.V. / V.D.R. <br />E.C.Oct. 4, 24 <br />1 <br />2 <br />3 <br />OW <br />N <br />E <br />R <br />: <br />SA <br />N <br />C <br />H <br />E <br />Z <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />AD <br />D <br />R <br />E <br />S <br />S <br />: <br />11 <br />4 <br />2 <br /> <br />S <br /> <br />C <br />L <br />A <br />R <br />A <br /> <br />S <br />T <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />4 <br />SA <br />N <br />C <br />H <br />E <br />Z <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />AD <br />D <br />I <br />T <br />I <br />O <br />N <br /> <br />& <br /> <br />R <br />E <br />M <br />O <br />D <br />E <br />L <br />& <br />N <br />E <br />W <br /> <br />A <br />D <br />U <br /> <br />U <br />N <br />I <br />T <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />: <br />11 <br />4 <br />2 <br /> <br />S <br /> <br />C <br />L <br />A <br />R <br />A <br /> <br />S <br />T <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />4 <br />AL <br />ENGINE <br />R <br />RNIA <br />E <br />OF ESSI <br />C77737G <br />ISTERED <br />CIVIL <br />R <br />STAT <br />E <br />PR ON <br />O <br />EXP. 6-30-25 <br />E OF CALIF <br />SIGNED: 10/04/24 <br />14 <br />1 <br />2 <br /> <br />E <br />S <br />P <br />A <br />N <br />O <br />L <br /> <br />A <br />V <br />E <br />. <br />, <br />MO <br />N <br />T <br />E <br />B <br />E <br />L <br />L <br />O <br />, <br /> <br />C <br />A <br /> <br />9 <br />0 <br />6 <br />4 <br />0 <br />WW <br />W <br />. <br />E <br />C <br />A <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br />. <br />C <br />O <br />M <br />IN <br />F <br />O <br />@ <br />E <br />C <br />A <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br />. <br />C <br />O <br />M <br />P: <br /> <br />5 <br />6 <br />2 <br /> <br />7 <br />0 <br />8 <br /> <br />3 <br />5 <br />8 <br />6 <br />12 <br />WSWH DETAILS