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FLOOD ZONE-1126 & 1128 N Elaine Dr - Plan
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FLOOD ZONE-1126 & 1128 N Elaine Dr - Plan
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Last modified
2/24/2026 5:00:45 AM
Creation date
2/24/2026 5:00:16 AM
Metadata
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Template:
Plan
Permit Number
101123581
Full Address
1128 N Elaine Dr
Street Number
1128
Street Direction
N
Street Name
Elaine
Street Suffix
Dr
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5" CONCRETE SLAB ON GRADE W/ #4 <br />@ 12" O.C. E.W. CENTERED IN SLAB <br />OVER 10 MIL VISQUEEN OVER 4" OF <br />1/2" OR LARGE CLEAN AGGREGATE. <br />7 <br />SD1 <br />C <br />8'-0" <br />B <br />8'-0" <br />A <br />7'-4" <br />C <br />4' <br />- <br />9 <br />" <br />A <br />8' <br />- <br />0 <br />" <br />C <br />8' <br />- <br />0 <br />" <br />HD <br />U <br />2 <br />5 <br />SD1 <br />HD <br />U <br />2 <br />5 <br />SD13 <br />SD1 <br />3 <br />SD1 <br />HDU4 <br />5 <br />SD1 <br />HDU4 <br />5 <br />SD1 <br />HD <br />U <br />2 <br />5 <br />SD1 <br />3 <br />SD1 <br />HD <br />U <br />2 <br />5 <br />SD1 <br />HD <br />U <br />4 <br />5 <br />SD1 <br />3 <br />SD1 <br />HD <br />U <br />4 <br />5 <br />SD1 <br />HD <br />U <br />2 <br />5 <br />SD1 <br />HD <br />U <br />4 <br />5 <br />SD1 <br />HDU2 <br />5 <br />SD1 <br />HDU4 <br />5 <br />SD1 <br />4 <br />SD1 <br />4 <br />SD1 <br />3 <br />SD1 <br />4x6 HDR 4x6 HDR 4x6 HDR <br />4x6 HDR 4x6 HDR4x6 HDR <br />4x6 HDR <br />4x <br />6 <br /> <br />H <br />D <br />R <br />4x <br />6 <br /> <br />H <br />D <br />R <br />4x <br />6 <br /> <br />H <br />D <br />R <br />4x <br />6 <br /> <br />H <br />D <br />R <br />4x <br />6 <br /> <br />H <br />D <br />R <br />DR <br />A <br />G <br /> <br />J <br />O <br />I <br />S <br />T <br />2x10 RIDGE BOARD <br />2x10 RIDGE BOARD <br />3 <br />SD2 <br />2x <br />6 <br /> <br />R <br />. <br />R <br />. <br />@ <br />1 <br />6 <br />" <br /> <br />o <br />. <br />c <br />. <br />2x <br />6 <br /> <br />R <br />. <br />R <br />. <br />@ <br />1 <br />6 <br />" <br /> <br />o <br />. <br />c <br />. <br />2x <br />6 <br /> <br />R <br />. <br />R <br />. <br />@ <br />1 <br />6 <br />" <br /> <br />o <br />. <br />c <br />. <br />2x <br />6 <br /> <br />R <br />. <br />R <br />. <br />@ <br />1 <br />6 <br />" <br /> <br />o <br />. <br />c <br />. <br />2x <br />8 <br /> <br />C <br />. <br />J <br />. <br />@ <br />1 <br />6 <br />" <br /> <br />o <br />. <br />c <br />. <br />4x6 HDR 4x10 CLG BM4x10 <br />CLG BM <br />C <br />8'-0" <br />1 <br />SD2 <br />4x <br />4 <br />4x <br />4 <br />B <br />8'-0" <br />1 <br />SD2 <br />4x <br />4 <br />4x <br />4 <br />A <br />7'-4" <br />1 <br />SD2 <br />4x <br />4 <br />4x <br />4 <br />C <br />4' <br />- <br />9 <br />" <br />2 <br />SD2 <br />4x4 <br />4x4 <br />DR <br />A <br />G <br /> <br />J <br />O <br />I <br />S <br />T <br />3 <br />SD2 <br />2x <br />8 <br /> <br />C <br />. <br />J <br />. <br />@ <br />1 <br />6 <br />" <br /> <br />o <br />. <br />c <br />. <br />4x4 <br />K.P. <br />4x <br />4 <br />A <br />8' <br />- <br />0 <br />" <br />2 <br />SD2 <br />4x4 <br />4x4 <br />C <br />8' <br />- <br />0 <br />" <br />15 <br />SD2 <br />4x4 <br />4x <br />4 <br />2x6 R.R. <br />@ 16" o.c. <br />4x4 <br />11 <br />SD211 <br />SD2 <br />12 <br />SD213 <br />SD2 <br />14 <br />SD2 <br />1 <br />SD2 <br />10 <br />SD2 <br />6x6 <br />DRP BM <br />6x6 <br />DRP BM <br />4x4 <br />16 <br />SD2 <br />4x4 <br />16 <br />SD2 <br />16 <br />SD2 <br />1 <br />2 <br />2 <br />SD2 <br />S1 <br />Job # <br />Sheet No.: <br />Scale <br />Date <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 />02/10/2025 <br />S24212 <br />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />11 <br />2 <br />8 <br /> <br />E <br />L <br />A <br />I <br />N <br />E <br /> <br />D <br />R <br />. <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 />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />f <br />o <br />r <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 />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 />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 />SCALE: <br /> ROOF FRAMING PLAN <br />1/4" = 1'-0" <br />2 <br />3-31-233-31-253/31/273/31/27 <br />10/21/2025
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