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SHEAR TRANSFER DETAIL <br />SD1 <br />STRUCTURAL & <br />FOUNDATION <br />DETAILS <br />44 <br />1 <br />3 <br /> <br />W <br />. <br /> <br />S <br />u <br />n <br />s <br />e <br />p <br />t <br /> <br />A <br />v <br />e <br />, <br /> <br />U <br />n <br />i <br />t <br /> <br /># <br />2 <br /> <br />S <br />a <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 />3 <br />DATE REVISIONS <br />SHEET NAME: <br />PROJECT OWNER <br />PROJECT ADDRESS <br />STAMP <br />NO: <br />PLAN CHECK # <br />JOB NO: <br />AD <br />U <br />DATE: <br />SCALE: AS INDICATED <br />DESIGNER: N/A <br />SHEET <br />TOP PLATE SPLICE <br />EQ.EQ. <br />EQ.EQ. <br />EQ.EQ. <br />TOTAL STRAP LENGTH <br />PLATE NOTCH AT NON SHEAR WALL <br />D/ <br />2 <br /> <br />M <br />A <br />X <br />. <br />5"5"3" MAX. <br />2D <br />MIN. <br />D/ <br />3 <br />D/ <br />2 <br />D/ <br />2 <br />D <br />D/ <br />3 <br />5" MIN. <br />9" MAX. <br />5" MIN. <br />9" MAX. <br />2D <br />MIN. <br />D/ <br />2 <br />D/ <br />2 <br />D <br />"B" <br />8" MAX <br />@SHEARWALL <br />"B <br />" <br />5" MIN. <br />9" MAX. <br />SHEAR PANEL <br />1' MIN. <br />1' <br />MI <br />N <br />. <br />WH <br />E <br />R <br />E <br />RE <br />Q <br />' <br />D <br />7" <br />MI <br />N <br />BLOCKING AT EDGE SUPPORT <br />PLYWOOD SHEATHING LAYOUT <br />1/8" GAP <br />1" <br />1" <br />TYP. CONTROL JOINTHOLDOWN DETAIL <br />12"12" <br />3" <br />MI <br />N <br />le <br />TYPICAL EXTERIOR FOOTING <br />NON BEARING WALL <br />1/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br />1/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br /> R.R. PERPENDICULAR TO EX. WALL <br />DETAIL <br />(N) FOOTING TO (E) FOOTING <br />8"24" <br />(N) CONC. SLAB TO (E) FOOTING. <br />4" <br />6" <br />24"6" <br />ANCHOR BOLTS WITH EPOXY <br />13 4" MIN. <br />7" <br />HOLDOWN ANCHOR BOLTS WITH EPOXY <br />13 4" MIN. <br />13 <br />" <br />TYP. REINF. @INTERS. AND CORNERS <br />L16 D <br />16 <br /> <br />D <br />16 D <br />INTERIOR BEARING WALL FOOTING <br />D <br />W <br />CONC. SLAB <br />2X6 STUDS <br />@16" O.C. <br />SHEAR PANEL <br />PER PLAN <br />P.T.SILL PLATE SEE <br />PLAN FOR A.B. <br />3" <br />CL <br />R <br />EXP: 09/30/2025 <br />1 11/05/2024 PLAN CHECK <br />TI <br />L <br />A <br /> <br />L <br />Y <br /> <br />N <br />G <br />U <br />Y <br />E <br />N <br />44 <br />1 <br />3 <br /> <br />W <br />. <br /> <br />S <br />U <br />N <br />S <br />W <br />E <br />P <br />T <br /> <br />A <br />V <br />E <br /> <br />U <br />N <br />I <br />T <br /> <br /># <br />2 <br />44 <br />1 <br />3 <br /> <br />W <br />. <br /> <br />S <br />U <br />N <br />S <br />W <br />E <br />P <br />T <br /> <br />A <br />V <br />E <br /> <br />U <br />N <br />I <br />T <br /> <br /># <br />1