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EXISTING RAISED FLOOR FOUNDATION <br />EXISTING <br />CONCRETE <br />SLAB ON <br />GRADE <br />8 <br />SD1 <br />8 <br />SD1 <br />9 <br />SD1 <br />(E <br />) <br /> <br />P <br />O <br />S <br />T <br />(E <br />) <br /> <br />P <br />O <br />S <br />T <br />(E <br />) <br /> <br />P <br />O <br />S <br />T <br />(E <br />) <br /> <br />P <br />O <br />S <br />T <br />(E) HDR (E) HDR <br />(E) HDR <br />(E <br />) <br /> <br />H <br />D <br />R <br />(E <br />) <br /> <br />H <br />D <br />R <br />(E <br />) <br /> <br />H <br />D <br />R <br />4x <br />1 <br />0 <br /> <br />D <br />R <br />O <br />P <br /> <br />B <br />M <br />4x <br />1 <br />0 <br /> <br />D <br />R <br />O <br />P <br /> <br />B <br />M <br />(E <br />) <br /> <br />R <br />. <br />R <br />. <br />(E) DROP BM(E) DROP BM(E) DROP BM <br />(E) R.R.(E) R.R. <br />(E <br />) <br /> <br />R <br />. <br />R <br />. <br />(E) C.J.(E) C.J. <br />(E <br />) <br /> <br />C <br />. <br />J <br />. <br />4x4 <br />4x4 <br />4x4 <br />8 <br />8 <br />16A <br />SD2 <br />16A <br />SD2 <br />16A <br />SD2 <br />19 <br />SD2 <br />S2 <br />Job # <br />Sheet No.: <br />Scale <br />Date <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />f <br />o <br />r <br />: <br />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />22 <br />1 <br />7 <br /> <br />W <br /> <br />C <br />I <br />V <br />I <br />C <br /> <br />C <br />E <br />N <br />T <br />E <br />R <br /> <br />D <br />R <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 />3 <br />Pl <br />a <br />n <br /> <br />C <br />h <br />e <br />c <br />k <br /> <br /># <br />: <br />__ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />_ <br />SEAL: <br />SHEET DESCRIPTION : <br />01/27/2024 <br />S2423 <br />Co <br />n <br />t <br />a <br />c <br />t <br />: <br />REFER TO DETAILS 5/SD1 FOR INSTALLATION OF HOLDOWNS. <br />REFER TO S.0 SHEET FOR MORE INFO. <br />FOUNDATION NOTES <br />2. <br />1. <br />FOUNDATION ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED SILL PLATE <br />SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, <br />SILICON BRONZE OR COPPER. <br />3. <br />CONTRACTOR SHALL VERIFY ALL EXISTING FOOTINGS AND NOTIFY TO ENG. OF <br />RECORD FOR ALL DISCREPANCIES. <br />4. <br />HOLDOWN ANCHORS SHALL BE RE-TIGHTENED JUST PRIOR TO COVERING THE <br />WALL FRAMING. <br />5. <br />ALL HOLDOWN ANCHORS SHALL BE TIED IN PLACE PRIOR TO CALLING FOUNDATION <br />INSPECTION. <br />6. <br />SEE DETAIL 9/SD2 FOR PLATE NOTCHING & BORING. FOR PIPING THRU SILL & TOP <br />PLATES OF SHEAR WALLS. <br />7. <br />SCALE: <br /> FOUNDATION PLAN <br />1/4" = 1'-0" <br />FRAMING NOTES: <br />CLEAR SPAN, L <br /> L ≤ 6'-0"6'-0" < L ≤ 10'-0" L ≥ 10'-0" <br />2 x 4 2-2 x 4 2-2X4 U.N.O. PER PLAN <br />PATIO - <br />FOUNDATION & <br />FRAMING PLAN <br />FRAMING LEGEND: <br />X <br />X'-X" <br />X <br />SDX <br />X <br />CONSTRUCTION KEY NOTES:X <br />1 <br />2 <br />3 <br />4 <br />5 <br />DESCRIPTION MATERIAL SIZE EDGE <br />NAILING 1,2 <br />FIELD <br />6 <br />8d <br />10d <br />6" <br />6" <br />4" <br />12" <br />12" <br />12" <br />6"12" <br />8" <br />10" <br />48" <br />36" <br />24" <br />SHEAR WALL SCHEDULE <br />FOOTNOTES: <br />1.ALL NAILS TO BE COMMON NAILS. <br />2.SOLID BLOCKING SHALL BE PROVIDED AT ALL EDGES AND HORIZONTAL JOINTS. <br />3.SHT'G APPLIED TO BOTH SIDES SHALL BE OFFSET OR FRAMING SHALL BE 3X AND NAILS ON EACH SIDE SHALL BE STAGGERED. <br />4.STAGGER NAILS 1/2" & SHT'G. ONE SIDE ONLY. <br />5.SHEETS SHALL NOT BE LESS THAN 4FT X 8FT, EXCEPT AT BOUNDARIES AND CHANGES WHERE SHEET SHALL BE 24" MINIMUM. <br />6.SQUARE PLATE WASHERS SHALL BE USED WITH ALL ANCHOR BOLTS. <br />2X4 WALL: 3" X 3" X 0.229" <br />2X6 WALL: 4-1/2" SQ. X .229" <br />12"6"16" <br />LTP4 OR <br />A35 <br />16" <br />12" <br />10" <br />8" <br />P 8d 6"12"6"16"--32" <br />12"--4"12"6" <br />4" <br />3/8" PLYWD/OSB, STRUCT. I <br />W/ 8d @ 6", 12", BLOCKED <br />15/32" PLYWD/OSB, STRUCT. I <br />W/ 10d @ 6", 12", BLOCKED <br />15/32" PLYWD/OSB, STRUCT. I <br />W/ 10d @ 4", 12", BLOCKED <br />15/32" PLYWD/OSB, STRUCT. I <br />W/ 10d @ 3", 12", BLOCKED <br />15/32" PLYWD/OSB, STRUCT. I <br />W/ 10d @ 2", 12", BLOCKED <br />SIMP. SDS <br />1/4"Ø X 6"16d A.B.'S <br />5/8" <br />SEISMIC & <br />WIND <br />VALUE <br />CONFORMING TO ANSI/AF&PA, SDPWS-2018/CBC 2022 <br />3" <br />STAGG. <br />2" <br />STAGG. <br />PANEL <br />JOINT SILL <br />2X <br />2X <br />2X <br />2X <br />2X <br />2X <br />2X <br />2X <br />SILL TO RIM/BLK'G <br />RIM/BLK'G <br />TO TOP <br />PLATE <br />SILL TO <br />FOUND. <br />A <br />B <br />C <br />D <br />E <br />10d <br />10d <br />10d <br />X <br />FRAMING <br />3" <br />STAGG. <br />2" <br />STAGG. <br />2,5 <br />4 <br />4 <br />4 <br />4 <br />72" <br />2X <br />3X <br />3X <br />3X <br />200 / 280 plf <br />340 / 476 plf <br />665 / 931 plf <br />870 / 1218 plf <br />510 / 714 plf <br />3/8" CDX <br />(EXTERIOR NON-SHEARWALL) <br />(E) FOOTING / SLAB <br />REBAR <br />DETAIL SHEET NUMBERSDX <br />X DETAIL NUMBER <br />FOUNDATION LEGEND: <br />FOOTING / SLAB <br />NEW CONCRETE <br />ALL PAD AND BUILDING AREAS AND 3 FEET OUTSIDE EXTERIOR FACE OF PERIMETER <br />OR EXTERIOR FACE OF FOOTINGS, SHALL BE OVER-EXCAVATED 36 INCHES BELOW <br />NATURAL OR FINISH GRADE, WHICHEVER IS GREATER IN DEPTH. <br />8. <br />SCALE: <br />ROOF FRAMING PLAN <br />1/4" = 1'-0" <br />2217 W Civic Center Dr <br />Unit# 29/9/2024