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513 S King St Unit #2 - Plan
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513 S King St Unit #2 - Plan
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Last modified
6/6/2025 1:17:28 PM
Creation date
6/6/2025 1:16:59 PM
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101121739
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513 S King St Unit# 2
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SCALE:4SCALE: <br />NTS <br />SCALE:3 <br />6 <br />5 <br />7 <br />8 NTSNTSNTS <br />NTS <br />SCALE: <br />NTS <br />SCALE: <br />NTS <br />SCALE: <br />SCALE: <br />HOLDOWN @ (N)FOOTING <br />1 <br />2 <br />4 <br />3 <br />1 <br />2 <br />NEW FOOTING <br />3 <br />4 <br />SIMPSON SSTB (SEE SCHEDULE BELOW) <br />POST PER PLANS <br />HOLD-DOWN SIMPSON <br />SSTB SIZE <br />NOTE <br />HDU2 <br />HDU5, HDU4 <br />SHEAR WALL WHERE OCCURS <br />SSTB 16 <br />SSTB 20 <br />9NTS <br />SCALE: <br />10NTS <br />SCALE: <br />11NTS <br />NTS <br />SCALE:1NEW EXTERIOR FOOTING <br />NTS <br />SCALE:2 <br />24 <br />" <br />8" <br />MI <br />N <br />12" <br />FIN. <br />GRADE <br />3" <br /> <br />M <br />I <br />N <br />. <br />D <br />1 <br />2 <br />REBAR (SEE FOOTING SCHEDULE) <br />3 5/8" DIA. A.B @ 32" OC (U.N.O) EMBED MIN. <br />7" INTO SLAB W/ 3x3x0.229" PLATE <br />WASHER W/ 2x P.T. SILL U.N.O <br />2 <br />1 <br />3 <br />4 <br />5 <br />6 <br />4 SHEAR WALL WHERE OCCURS <br />5 WEEP SCREED <br />6 2x STUDS @16"O.C <br />2" CONCRETE/PAVE <br />4" SOIL <br />(2) 16D NAILS <br />TOP PLATE TO EA. C.J <br />CEILING JOIST <br />PER PLAN <br />2x4 STUDS <br />@16"O.C <br />(2) 16D NAILS <br />TOP PLATE TO EA. BLK'G <br />2x4 BLK'G@32"O.C <br />W/ (2) 16D EA. END TO <br />C.J <br />2x4 STUDS <br />@16"O.C <br />CEILING JOIST <br />PER PLAN <br />2X4 <br />PLATE <br />2X4 <br />PLATE <br />CONCRETE SLAB <br />3" RAMSET DRIVE PINS <br /> WITH WASHER @32" O.C MAX. <br />(ESR-1799) <br />WALL PARALLEL TO C.J <br />2x4 STUDS <br />@16"O.C <br />CONCRETE SLAB <br />3" RAMSET DRIVE PINS <br /> WITH WASHER @32" O.C MAX. <br />(ESR-1799) <br />WALL PERPENDICULAR TO C.J <br />INTERIOR NON BEARING WALL <br />24" <br />24" <br />#4@36"O.C <br />(N) SLAB TO (E) FOOTING/ (E) SLAB <br />24"MIN. <br />4" <br />1 <br />2 <br />1 <br />DRILL 1 <br />4" DIA. BIGGER THAN DOWEL'S DIA. <br />4" EMBEDMENT MIN. W/ SET-XP EPOXY <br />ICC -ESR-2508 (SPECIAL INSPECTION <br />REQUIRED) <br />3 #4 DOWELS @ 18" O.C <br />4 <br />4 EXISTING CONCRETE FOOTING AND SLAB <br />2 <br />5 <br />5 EXISTING STUD WALL WHERE OCCURS <br />3 <br />6 <br />6 EXISTING 6" CONCRETE CURB <br />MIN. 4" THK. CONC. SLAB W/ #4 REBAR <br />@18" O.C OVER RED GUARD <br />WATERPROOFING MEMBRANE OVER <br />EXISTING CONCRETE SLAB <br />(N) FOOTING TO (E) FOOTING <br />EXISTINGNEW <br />6"MIN.24"MIN. <br />4 <br />1 <br />2 <br />1 REBAR AT TOP AND BOTTOM (SEE <br />FOOTING SCHEDULE) <br />2 DRILL 1 <br />4" DIA. BIGGER THAN DOWEL'S DIA. <br />6" EMBEDMENT MIN. W/ SET-XP EPOXY ICC <br />-ESR-2508 (SPECIAL INSPECTION REQUIRED) <br />3 DOWELS SAME SIZE FOOTING REBAR <br />4 EXISTING FOOTING <br />3 <br />2 <br />1 <br />D <br />4 <br />5 <br />1 <br />2 <br />EXISTING FOOTING <br />3 <br />4 <br />RFB RETROFIT BOLT (SEE SCHEDULE BELOW) <br />HOLE DEPTH (SEE SCHEDULE BELOW) <br />SIMPSON HOLD-DOWN PER PLANS <br />5 POST PER PLANS <br />HOLD-DOWN RETROFIT <br />BOLT SIZE HOLE SIZE <br />SET-XP <br />EPOXY ICC <br />ESR2508 <br />SPECIAL <br />INSPECTION <br />REQUIRED <br />NOTE <br />HDU2, HDU4 5/8"16"3/4"10" <br />HDU5 5/8"18"3/4"12" <br />HOLD-DOWN @ (E) FOOTING <br />2 <br />1 <br />D <br />4 <br />5 <br />1 <br />2 <br />EXISTING FOOTING <br />3 <br />4 <br />RFB RETROFIT BOLT (SEE SCHEDULE BELOW) <br />HOLE (SEE SCHEDULE BELOW) <br />5 2x STUDS <br />6 SHEAR WALL WHERE OCCURS <br />6 SHEAR WALL WHERE OCCURS 6 <br />6 <br />Ø DØL <br />1-3/4" <br />1-3/4" <br />ANCHOR <br />BOLT <br />RETROFIT <br />BOLT SIZE HOLE SIZE <br />Ø D <br />SET-XP <br />EPOXY ICC <br />ESR2508 <br />(SPECIAL <br />INSPECTION <br />REQUIRED) <br />NOTE <br />Ø L <br />48" O.C <br />OR SEE <br />SHEAR WALL <br />SCHEDULE <br />FOR SPACING <br />5/8"12"3/4"7" <br />3 <br />3 <br />3x3x0.229" PLATE WASHER AND NUT <br />7 (E) 2x SILL PLATE <br />8 (N) 2x BLK'G ADDED WHERE SHEAR <br />CAPACITY >350 PLF <br />8 <br />7 <br />BEAM TO WALL TO POST SCALE: <br />12NTS <br />SCALE: <br />INTERIOR NON BEARING WALL ANCHOR BOLT @ (E) FOOTING <br />SHEAR TRANSFER @ (E) EXT. WALL <br />(E)TOP PLATE <br />(E) ROOF SHEATHING <br />(E)2x ROOF RAFTER <br />OR TRUSS <br />STUD WALL <br />(N) A35 @ 16" O.C <br />U.O.N <br />2x BLOCKING <br />E.N. <br />(N)CEILING JOIST <br />PER PLAN <br />SHEAR WALL <br />WHERE OCCURS <br />BEAM, C.J @ RIDGE <br />(E) R.R <br />PER PLANS <br />(N) <br />C.J PER PLANS <br />(N) LSTA24 @ 48" O.C <br />(N)2x4 KICKER <br />@ 4' O.C MAXFLUSH BEAM PER <br />PLANS <br />(N)SIMP. <br />HANGER <br />(N)SIMPSON <br />A35 <br />(E) RIDGE <br />PER PLANS <br />(E)ROOF RAFTER <br />PER PLAN <br />(E)CALIFORNIA <br />FRAMING E.N <br />2x SILL w/ 16d NAILS @ 8" OC <br />E.N <br />SHEAR TRANSFER <br />(E) ROOF RAFTER <br />PER PLANS <br />(N)CEILING JOIST <br />PER PLAN <br />(E)STUD WALL <br />(N)SHEAR WALL <br />PER PLANS <br />E.N <br />16D NAILS @6'O.C <br />(N)2x BLK'G @32" O.C <br />(N)2x BLK'G @32" O.C <br />NEW 4" MIN. CONCRETE SLAB WITH #3 <br />REBAR @18" O.C OVER 10MIL VISQUEEN <br />OVER EXISTING CONCRETE SLAB <br />(N) INTERIOR PAD FOOTING <br />PER FOOTING SCHEDULE <br />3" <br /> <br />C <br />L <br />R <br />PE <br />R <br /> <br />F <br />O <br />O <br />T <br />I <br />N <br />G <br />SC <br />H <br />E <br />D <br />U <br />L <br />E <br />FIN. SLAB <br />1 <br />2 <br />1 <br />2 <br />REBAR (SEE FOOTING SCHEDULE) <br />SIMPSON COL. BASE / <br />HOLD-DOWN AND POST PER PLAN <br />3 (N) CONCRETE (SEE STRUCTURAL <br />NOTES) <br />3 <br />BEAM <br />PER PLANS <br />DOUBLE <br />TOP PLATE <br />DOUBLE <br />TOP PLATE <br /> POST/KP <br />PER PLANS <br />SIMPSON <br />A35 <br />SIMPSON <br />A35 <br />SLOPE CUT <br />WHERE OCCURS <br />13NTS <br />SCALE: <br />14NTS <br />SCALE: <br />(N)CRIPPLE SHEAR WALL <br /> W/ 8DNAILS @6"O.C <br />@EDGE AND FEILD <br />E.N <br />15NTS <br />SCALE: <br />16NTS <br />SCALE: <br />BEAM <br />PER PLANS SIMPSON <br />A35 <br />4x POST <br />PER PLAN <br />DOUBLE <br />TOP PLATE <br />SIMP. <br />A35 <br />BEAM <br />PER PLANS <br />BEAM TO WALL TO POST <br /> H <br />D <br /> <br />EN <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br /> <br /> <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />, <br />I <br />N <br />C <br />. <br />De <br />s <br />i <br />g <br />n <br /> <br /> <br />- <br /> <br /> <br />C <br />o <br />n <br />s <br />t <br />r <br />u <br />c <br />t <br />i <br />o <br />n <br /> <br /> <br /> <br />Li <br />c <br />. <br /> <br />B <br />, <br />C <br />1 <br />0 <br /> <br /># <br /> <br />9 <br />3 <br />4 <br />7 <br />4 <br />2 <br />Co <br />m <br />m <br />e <br />r <br />c <br />i <br />a <br />l <br /> <br />- <br /> <br />R <br />e <br />s <br />i <br />d <br />e <br />n <br />t <br />i <br />a <br />l <br />14 <br />0 <br />2 <br /> <br />N <br /> <br />P <br />a <br />r <br />s <br />o <br />n <br />s <br /> <br />P <br />l <br />. <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 />Te <br />l <br />: <br /> <br />( <br />7 <br />1 <br />4 <br />) <br /> <br />4 <br />9 <br />5 <br />- <br />0 <br />0 <br />5 <br />6 <br /> <br />- <br /> <br />E <br />m <br />a <br />i <br />l <br />: <br /> <br />h <br />d <br />p <br />c <br />o <br />n <br />s <br />t <br />r <br />u <br />c <br />t <br />i <br />o <br />n <br />@ <br />y <br />a <br />h <br />o <br />o <br />. <br />c <br />o <br />m <br />Design - <br /> Con <br />s <br />t <br />r <br />u <br />c <br />t <br />i <br />on <br /> <br />hd <br />p <br />GA <br />R <br />A <br />G <br />E <br /> <br />C <br />O <br />N <br />V <br />E <br />R <br />S <br />I <br />O <br />N <br /> <br /> <br />51 <br />3 <br /> <br />S <br /> <br />K <br />I <br />N <br />G <br /> <br />S <br />T <br />. <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 />4 <br />SD1 <br />STRUCTURAL <br />DETAILS <br />3 3 <br />513 S King St Unit <br />#23/19/2025
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