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P.L.P.L. <br />SCALE: 1/4"=1'-0" <br />FOUNDATION PLAN <br />(E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING <br />(E)FOOTING <br />(E)FOOTING (E)FOOTING <br />(E)FOOTING (E)FOOTING (E)FOOTING <br />(E)FOOTING <br />(E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING <br />(E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING <br />(E <br />) <br />G <br />R <br />A <br />D <br />E <br /> <br />B <br />E <br />A <br />M <br />(E <br />) <br />G <br />R <br />A <br />D <br />E <br /> <br />B <br />E <br />A <br />M <br />(E)PAD <br />(E <br />) <br />2 <br />x <br />8 <br /> <br /> <br />F <br />. <br />J <br />. <br />@1 <br />6 <br />" <br /> <br />o <br />. <br />c <br />. <br />(E <br />) <br />2 <br />x <br />8 <br /> <br /> <br />F <br />. <br />J <br />. <br />@1 <br />6 <br />" <br /> <br />o <br />. <br />c <br />. <br />(E <br />) <br />2 <br />x <br />8 <br /> <br /> <br />F <br />. <br />J <br />. <br />@1 <br />6 <br />" <br /> <br />o <br />. <br />c <br />. <br />SNEEZE GUARD <br />60"H A.F.F. <br />(N)RAMP <br />1:12 SLOPE <br />(N)RAILING 36"H <br />SEE DET.5/S-2.1 <br />(N <br />) <br />2 <br />x <br />8 <br /> <br />F <br />. <br />J <br />. <br /> <br />A <br />T <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />T <br />O <br />(E <br />) <br />F <br />. <br />J <br />. <br />, <br /> <br />A <br />L <br />I <br />G <br />N <br />E <br />D <br /> <br />W <br />I <br />T <br />H <br />PA <br />R <br />T <br />I <br />T <br />I <br />O <br />N <br /> <br />W <br />A <br />L <br />L <br /> <br />A <br />B <br />O <br />V <br />E <br />(N)2x8 F.J. @16" o.c. <br />SUPPORTED AT EACH <br />F.J. BELOW <br />(E <br />) <br />F <br />O <br />O <br />T <br />I <br />N <br />G <br />(E <br />) <br />F <br />O <br />O <br />T <br />I <br />N <br />G <br />(E <br />) <br />F <br />O <br />O <br />T <br />I <br />N <br />G <br />(E <br />) <br />F <br />O <br />O <br />T <br />I <br />N <br />G <br />72"x48" <br />LANDING <br />60"x60" <br />LANDING <br />(N)2x8 F.J. <br />@16" o.c. <br />(N)4x4 <br />K.P. <br />(N)4x4 <br />K.P. <br />(N)2-2x8 F.J. <br />UNDER RAILING <br />(N)2-2x8 F.J. <br />UNDER RAILING <br />(N <br />) <br />4 <br />x <br />8 <br /> <br />D <br />. <br />F <br />. <br /># <br />2 <br />BE <br />A <br />M <br />(N <br />) <br />4 <br />x <br />8 <br /> <br />D <br />. <br />F <br />. <br /># <br />2 <br />BE <br />A <br />M <br />4 PARTITION WALL ON RAISED FOUND. <br />(E)STEEL <br />COLUMN <br />(N)1'-6"x1'-6"x18"D <br />PAD w/(4)#4 <br />REBAR @ BOTTOM <br />FOR SISTERING <br />DETAIL SEE DET. <br />1/S-2.2 <br />’ <br />(N)2x8 F.J. PER PLAN, <br />SUPPORTED AT EACH <br />F.J. BELOW <br />(E)2x8 F.J. <br />PER PLAN <br />SIMPSON HANGER <br />FOR F.J. TO BEAM <br />(E)FOOTING <br />SIMPSON BC4 SIMPSON BC4 <br />(N)2x CRIPPLE STUD <br />/ FILLER TO MATCH <br />F.J. BELOW w/8d <br />NAIL AT EACH SIDE <br />(N)2x8 F.J. <br />PER PLAN <br />(N)2x8 F.J. <br />PER PLAN <br />BE <br />A <br />M <br /> <br />P <br />E <br />R <br /> <br />P <br />L <br />A <br />N <br />BE <br />A <br />M <br /> <br />P <br />E <br />R <br /> <br />P <br />L <br />A <br />N <br />(N)36"H. METAL <br />RAILING PER <br />DET. 5/S-2.1 <br />(N)2x8 F.J. <br />PER PLAN <br />(N)2-2x8 F.J. <br />PER PLAN <br />(N)2-2x8 F.J. <br />PER PLAN <br />(N)2-2x8 F.J. <br />PER PLAN <br />(N)2-2x8 F.J. <br />PER PLAN <br />(N)2-2x8 F.J. <br />PER PLAN <br />(N)2-2x8 F.J. <br />PER PLAN <br />(E)FOOTING <br />(E)FOOTING (E)FOOTING <br />RAMP DETAIL 3 <br />SECTION VIEW <br />PLAN VIEW <br />60"x60" LANDING <br />2" <br />2" <br />16d COMMON NAIL <br />@16" O.C. STAGGERED <br />SISTERED RAFTER DETAIL <br />REBAR <br />PER PLAN <br />SIMPSON PB44 <br />4x4 KING POST <br />EXISTING <br />FOOTING <br />(2)#4 REBAR DRILL AND <br />USE SIMPSON SET-XP <br />EPOXY ICC-ES ESR-2508 <br />(DEPUTY INSPEC. <br />REQUIRED) <br />1 <br />(N)PAD TO (E)FOOTING2 <br />5 RAILING AT RAMP <br />(N)36"H. METAL <br />RAILING PER <br />DET. 5/S-2.1 <br />(N)36"H. METAL <br />RAILING PER <br />DET. 5/S-2.1 <br />(N)36"H. METAL <br />RAILING PER <br />DET. 5/S-2.1 <br />(N)36"H. METAL <br />RAILING PER <br />DET. 5/S-2.1 <br />(N)36"H. METAL <br />RAILING PER <br />DET. 5/S-2.1 <br />SIMPSON HANGER <br />FOR F.J. TO BEAM <br />(N)2x CRIPPLE STUD <br />/ FILLER TO MATCH <br />F.J. BELOW w/8d <br />NAIL AT EACH SIDE <br />(N)36"H. METAL <br />RAILING PER <br />DET. 5/S-2.1 <br />(N)2-2x8 F.J. <br />UNDER RAILING <br />ME <br />C <br />H <br />. <br /> <br />U <br />N <br />I <br />T <br />AT <br />T <br />A <br />C <br />H <br />E <br />M <br />E <br />N <br />T <br />: <br />21 <br />5 <br /> <br />W <br />. <br /> <br />4 <br />t <br />h <br />. <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 />1 <br />Sheet # <br />Sheet title <br />Date : <br />Project #: <br />Phase: <br />10-10-2024 <br />24-186 <br />2nd submittal <br />#Date <br />Revisions: <br />1 <br />2 <br />3 <br />4 <br />St <br />r <br />u <br />c <br />t <br />u <br />r <br />a <br />l <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />+ <br />D <br />e <br />s <br />i <br />g <br />n <br />5 <br />Foundation Plan <br />S-2.1 <br />215 W 4th St <br />1/22/2025