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ISOMETRIC VIEW <br />INTERIOR ELEVATION ISOMETRIC VIEW <br />INTERIOR ELEVATION ISOMETRIC VIEW <br />WOOD FIRST-FLOOR WALL CONNECTION KIT <br />TABLE 3: <br />TWO-STORY STACKED WALL CONNECTION KIT <br />· <br />· <br />· <br />NUMBER <br />SHEET <br />EXTERIOR ELEVATION INTERIOR ELEVATION <br />SECTIONEXTERIOR ELEVATION <br />INTERIOR ELEVATION <br />TABLE 2: <br />STRONG-WALL ®WSWH FIRST-STORY WALLS <br />STACKED APPLICATION <br />5 <br />WSWH2 <br />4 <br />WSWH2 <br />3 <br />- <br />6 <br />WSWH2 <br />PLAN VIEW <br />6x FRAMING <br />TABLE 1: <br />STRONG-WALL ®WSWH SECOND-STORY <br />WALLS STACKED APPLICATION <br />DIA. (in.)QUANTITY <br />TOTAL WALL <br />WEIGHT (lb.) <br />ANCHOR BOLTS H (in.)W (in.)MODEL NO.TOTAL WALL <br />WEIGHT (lb.)H (in.)W (in.)MODEL NO. <br />CONTENTSMODEL NO. <br />WALL WIDTH <br />(in.) <br />CONTENTSMODEL NO. <br />WALL WIDTH <br />(in.) <br />SHIM SIZEWALL WIDTH <br />3 <br />5ALTERNATIVE TOP OF 1 ST STORY PANEL CONNECTION <br />TOP OF 1 ST STORY PANEL CONNECTION 4 <br />7 <br />TWO-STORY STACKED FLOOR SECTION <br />FIRST FLOOR AT WOOD FRAMING <br />TWO-STORY STACKED FLOOR FRAMING <br />TWO-STORY STACKED <br />TWO-STORY STACKED WSWH MODELS <br />2 <br />61 <br />S6.5 <br />R E V I S I O N <br />REVISIONSMARKDATE <br />SHEET OF 25 <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.Jun. 5, 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 />& <br /> <br />1 <br />1 <br />4 <br />4 <br /> <br />S <br /> <br />C <br />L <br />A <br />R <br />A <br /> <br />S <br />T <br />. <br />11 <br />4 <br />2 <br /> <br />U <br />N <br />I <br />T <br /> <br />2 <br />, <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 />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: 6/05/24 <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 />24 <br />STRONG-WALL <br />WSWH DETAILS