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S2.0 <br />2 <br />36912SCALE: 1"=1'-0" <br />1SECTION AT EXTERIOR FOOTING <br />SCALE: 1"=1'-0" <br />SCALE: 1"=1'-0" <br />SCALE: 1"=1'-0" <br />5SCALE: 1"=1'-0" <br />SECTION AT FOOTING <br />SCALE: 1"=1'-0"SCALE: 1"=1'-0" <br />PLAN VIEW <br />SECTION A-A <br />4SCALE: 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 />04/28/2025PC SUBMITTAL #3 <br />PC #3 <br />(N) FOOTING CONNECTION AT (E) FOOTING <br />6" MIN. <br />EMB. <br />HOLDOWN DETAIL AT NEW FOOTING <br />STRUCTURAL <br />DETAILS <br />SECTION AT NON-LOAD BEARING WALL <br />SAND <br />SLAB <br />2X STUDS @ 16" O.C. <br />PROVIDE HILTI X-CP 72 SHOT PIN W/ <br />.145 DIA. SHANK @ 16" O.C., TYP. <br />(ICC-ES ESR 2379) <br />INTERIOR CONC. SLAB ON GRADE <br />INTERIOR NON-LOAD BEARING <br />WALL, TYP. <br />REFER TO ARCH. <br />DWG'S. FOR GYP. <br />BOARD & FINISH <br />STAIR STRINGER FOOTING POST CONNECTION AT PAD FOOTING <br />EQ <br />. <br />EQ <br />. <br />6" MIN. <br />EMBED.3"3" <br />3 <br /> <br />3 <br /> <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