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S2.1 <br />14 <br />15182124SCALE: 1"=1'-0" <br />13 <br />SCALE: 1"=1'-0" <br />SCALE: 1"=1'-0" <br />SCALE: 1"=1'-0" <br />20NOT TO SCALE <br />SCALE: 1"=1'-0"SCALE: 1"=1'-0" <br />Sheet <br />03/03/25Date <br />Scale <br />PROJECT: <br />Job <br />Drawn M.G. <br />Sheet Title <br />BYREVISIONS <br />AS SHOWN <br />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />C <br />C <br />E <br />S <br />S <br />O <br />R <br />Y <br /> <br />D <br />W <br />E <br />L <br />L <br />I <br />N <br />G <br /> <br />U <br />N <br />I <br />T <br />DATESUBMITTAL <br />12/30/2024PLAN CHECK SUBMITTAL <br />03/03/2025PC SUBMITTAL #2 <br />22SCALE: 1"=1'-0" <br />23SCALE: 1"=1'-0" <br />ASECTION@INTERIOR WALL <br />BSECTION@EXTERIOR WALL <br />HOLDOWN AT EXISTING FOOTING CONNECTION AT STAIR STRINGER <br />GUARD CONNECTION <br />FRAMING CONNECTIONS SHEAR TRANSFER AT EXISTING FOOTING <br />FRAMING CONNECTION AT STAIRS <br />CONTINUOUS POST PER <br />PLAN <br />BEAM / JOIST <br />PER PLAN <br />A35 <br />SIMPSON HUCQ HANGER <br />PLAN VIEW A <br />SIDE VIEW B <br />BM TO POST FACE MOUNT CONN. <br />SECTION PARALLEL <br />TO JOISTS <br />HOLDOWN <br />TYPE <br />HOLDOWN <br />MAX. ALLOW. <br />LOAD <br />PULL TEST AT <br />1.6 X ALLOW. <br />LOAD <br />EMBED. <br />DEPTH <br />'D' <br />75% <br />CAPACITY <br />FRAMING CONNECTION <br />WOOD GUARD RAIL POST CONNECTION <br />UN <br />I <br />T <br />74 <br />0 <br /> <br />W <br /> <br />S <br />t <br />. <br /> <br />A <br />N <br />D <br />R <br />E <br />W <br />S <br /> <br />P <br />L <br />A <br />C <br />E <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />CA <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />- <br />2 <br />6 <br />2 <br />1