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7/31/2025 2:19:04 PM
Creation date
6/1/2025 11:56:37 AM
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101118232
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1313 N English St Unit# 2
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B <br />9'-8" <br />A <br />8' <br />- <br />0 <br />" <br />B <br />8'-3" <br />B <br />5' <br />- <br />3 <br />" <br />B <br />8' <br />- <br />0 <br />" <br />B <br />3'-2" <br />HD <br />U <br />2 <br />5SD1 3SD1 <br />HD <br />U <br />2 <br />5SD1 <br />HD <br />U <br />2 <br />5SD1 <br />HDU2 <br />5SD1 <br />3 <br />SD1 <br />P1 P1 <br />HDU2 <br />5SD1 <br />3SD1 <br />HDU2 <br />5SD1 <br />HDU <br />2 <br />5SD1 <br />HD <br />U <br />2 <br />5SD1 <br />3SD1 <br />HDU2 <br />5SD1 <br />7SD1 <br />7SD1 <br />5" CONCRETE SLAB ON GRADE W/ #4 @ 18" <br />OC EW CENTERED IN SLAB OVER 10 MIL <br />VISQUEEN OVER 4" OF 1/2" OR LARGER <br />CLEAN AGGREGATE <br />HD <br />U <br />2 <br />5SD1 3SD1 <br />3SD1 <br />4SD1 4SD1 <br />4x6 HDR 4x6 HDR 4x6 HDR <br />4x6 HDR4x6 HDR <br />4x6 HDR 4x6 HDR <br />4x <br />6 <br /> <br />H <br />D <br />R <br /> <br />4 <br />x <br />6 <br /> <br />H <br />D <br />R <br />2x6 R.R. <br />@ 16" o.c. <br />2x6 R.R. <br />@ 24" o.c. <br />2x6 R.R. <br />@ 24" o.c. <br />2x <br />6 <br /> <br />R <br />. <br />R <br />. <br />@ <br />2 <br />4 <br />" <br /> <br />o <br />. <br />c <br />. <br />2x <br />6 <br /> <br />R <br />. <br />R <br />. <br />@ <br />2 <br />4 <br />" <br /> <br />o <br />. <br />c <br />. <br />2x <br />8 <br /> <br />C <br />. <br />J <br />. <br />@ <br />2 <br />4 <br />" <br /> <br />o <br />. <br />c <br />. <br />2x8 C.J. <br />@ 24" o.c. <br />2x10 RIDGE BOARD <br />B <br />9'-8" <br />1SD2 <br />4x <br />4 <br />4x <br />4 <br />A <br />8' <br />- <br />0 <br />" <br />12SD2 <br />4x4 <br />4x4 <br />B <br />8'-3" <br />1SD2 <br />4x <br />4 <br />B <br />5' <br />- <br />3 <br />" <br />1SD2 <br />4x4 <br />4x4 <br />4x8 <br /> <br />H <br />I <br />P <br /> <br />B <br />M <br />4x8 <br /> <br />H <br />I <br />P <br /> <br />B <br />M <br />B <br />8' <br />- <br />0 <br />" <br />1 <br />SD2 <br />B <br />3'-2"19 <br />SD2 <br />4x <br />4 <br />4x <br />4 <br />4x <br />4 <br />4x44x4 <br />4x4 <br />4x4 <br />K.P. <br />4x4 <br />DR <br />A <br />G <br /> <br />J <br />O <br />I <br />S <br />T <br /> <br />D <br />R <br />A <br />G <br /> <br />J <br />O <br />I <br />S <br />T <br />2x <br />1 <br />0 <br />RI <br />D <br />G <br />E <br /> <br />B <br />O <br />A <br />R <br />D <br />3 <br />SD2 <br />3.5x9.25 PSL CLG BM <br />3. <br />5 <br />x <br />9 <br />. <br />2 <br />5 <br /> <br />P <br />S <br />L <br /> <br />C <br />L <br />G <br /> <br />B <br />M <br />1 <br />1 <br />2 <br />3 HU 410 <br />4x <br />6 <br />DR <br />O <br />P <br /> <br />B <br />M <br />4x <br />6 <br />DR <br />O <br />P <br /> <br />B <br />M <br />4 4 <br />1SD2 <br />11SD2 <br />2 <br />SD2 <br />14SD213SD2 <br />DRAG JOISTDRAG JOIST <br />15ASD2 <br />10SD2 <br />4x6 DROP BM <br />17 <br />SD2 <br />16 <br />SD2 <br />16 <br />SD2 <br />18ASD2 <br />18ASD2 <br />12SD2 <br />3SD2 <br />S1 <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 />13 <br />1 <br />3 <br /> <br />E <br />N <br />G <br />L <br />I <br />S <br />H <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 />6 <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 />S2413 <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 />CONSTRUCTION KEY NOTES:X <br />1 <br />2 <br />3 <br />4 <br />5 <br />FOUNDATION & <br />FRAMING PLAN <br />REBAR <br />DETAIL SHEET NUMBERSDX <br />X DETAIL NUMBER <br />FOUNDATION LEGEND: <br />FOOTING / SLAB <br />FRAMING LEGEND: <br />X <br />X'-X" <br />X <br />SDX <br />X <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. IW/ 8d @ 6", 12", BLOCKED <br />15/32" PLYWD/OSB, STRUCT. IW/ 10d @ 6", 12", BLOCKED <br />15/32" PLYWD/OSB, STRUCT. IW/ 10d @ 4", 12", BLOCKED <br />15/32" PLYWD/OSB, STRUCT. IW/ 10d @ 3", 12", BLOCKED <br />15/32" PLYWD/OSB, STRUCT. IW/ 10d @ 2", 12", BLOCKED <br />SIMP. SDS <br />1/4"Ø X 6"16d A.B.'S <br />5/8" <br />SEISMIC &WINDVALUE <br />CONFORMING TO ANSI/AF&PA, SDPWS-2018/CBC 2022 <br />3"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"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 />PAD SCHEDULE <br />1'-6" SQ. X 18" DEEP PAD W/ (2) #4 E.W. BOTT. <br />PAD TYPESYM. <br />P1 <br />PX <br />SCALE: <br /> ROOF FRAMING PLAN <br />1/4" = 1'-0" <br />1 <br />1313 N English St <br />8/28/2024
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