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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 />SD2 <br />STRUCTURAL & <br />FOUNDATION <br />DETAILS <br />DRAG DETAIL <br />OR ST6224 <br />OR ST6224 <br />(3)16d E/S <br />SIMPSON MSTI 36 <br />FLUSH BEAM <br />POST OR MULT. <br />2X STUDS <br />(3)16d E/S <br />SIMPSON MSTI 36 <br />BEAM <br />EQ. <br />ALT. CONDITION <br />EQ. <br />EQ. <br />EQ. <br />(2)2X TOP PLATE <br />SIMP. A35 @ <br />TOP.& BOTT. <br />POST <br />SILL PLATE <br />SIMP. A35 @ <br />BM PER PLAN <br />TOP & BOTT. <br />POST OR <br />MULT. STUD. <br />STUD <br />PER PLAN <br />BEAM POCKET <br />R.R. TO RIDGE BOARD <br />EQ.EQ. <br />DRAG DETAIL - BEAM TO TOP PLATE <br />EQ.EQ. <br />DETAIL <br />HEADER <br />4XPOST W/ <br />2 - A35 TOP <br />2 - A35 BOTTOM <br />BEAM <br />DETAIL <br />CONNECTION DETAIL <br />CONNECTION DETAIL <br />C.J. <br />12" LAP W/4-16d <br />16d @ 8" O.C. <br />@32"O.C.LTP4 <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