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1316 N Sycamore St, Unit 100 & 101 - Plan
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1316 N Sycamore St, Unit 100 & 101 - Plan
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6/1/2025 11:56:55 AM
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6/1/2025 11:56:38 AM
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Permit Number
101115529
101115530
Full Address
1316 N Sycamore St Unit# 100
1316 N Sycamore St Unit# 101
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9/15/2023 <br />10 <br />Mu <br />l <br />t <br />i <br />- <br />F <br />a <br />m <br />i <br />l <br />y <br /> <br />D <br />w <br />e <br />l <br />l <br />i <br />n <br />g <br />AD <br />U <br /> <br />A <br />d <br />d <br />i <br />t <br />i <br />o <br />n <br />s <br />13 <br />1 <br />6 <br /> <br />N <br />. <br /> <br />S <br />y <br />c <br />a <br />m <br />o <br />r <br />e <br /> <br />S <br />t <br />. <br /> <br />U <br />n <br />i <br />t <br />s <br /> <br /># <br />1 <br />0 <br />0 <br /> <br />& <br /> <br /># <br />1 <br />0 <br />1 <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:of6 <br />Date: <br />S-1 <br /> Foundation Plan <br />& Framing Plan <br />FOUNDATION LEGEND: <br />NEW FOOTING - <br />FOUNDATION NOTES: <br />1.Minimum concrete compressive strength of 2,500 psi at 28 days. <br />2.All foundation plates or sills that rest directly on earth or concrete shall be preservative treated wood. <br />3.Fasteners in preservative treated wood or fire retardant treated wood shall be of hot dipped zinc coated galvanized <br />steel or stainless steel. <br />4.Bearing walls and braced wall panels require continuous footings. <br />5.Anchor bolts shall be 1/2" x 10" embedded 7" and spaced maximum 6 ft with 0.229" x 3" x 3" plate washers, minimum <br />2 anchor bolts per piece, located not more than 12" or less than 7 bolt diameters from each end of the piece. <br />FRAMING NOTES: <br />1.All hardware shall be by Simpson Strong Tie and to be installed per <br />manufacturer's instructions. <br />2.All lumber shall be Douglas fir-larch No. 2; unless noted otherwise. <br />3.Nailing shall be done in accordance to Table R602.3(1) of the 2022 CRC. <br />4.Plumbing walls shall be constructed of 2 x 6 studs @ 16" o.c. <br />5.Bearing walls and brace wall panels shall have continuous footings. <br />6.All shear walls shall be continuous up to the roof sheathing. <br />7.No penetrations permitted in braced wall panels. <br />SHEAR WALL SCHEDULE <br />15 <br />32 INCH MINIMUM THICKNESS WOOD STRUCTURAL PANEL WITH 8D COMMON (2-1/2 INCH x 0.131 <br />INCH) NAILS AT 6 INCH SPACING ALONG PANEL EDGES, 12 INCH SPACING AT INTERMEDIATE <br />SUPPORTS, AND 3 <br />8 INCH DISTANCE TO PANEL EDGE. 1 <br />2 INCH MINIMUM GYPSUM WALL BOARD <br />SHALL BE INSTALLED ON THE SIDE OF THE WALL OPPOSITE THE BRACING MATERIAL. <br />1 <br />FOUNDATION PLAN <br />SCALE: 1" = 4' <br />FRAMING PLAN <br />SCALE: 1" = 4' <br />LEGEND: <br />NEW WALL <br />(2"X4" STUDS @ 16" O.C., <br />UNLESS NOTED OTHERWISE) <br />EXISTING WALL <br />- <br />- <br />NOTE: PLUMBING WALLS SHALL BE <br />CONSTRUCTED OF 2x6 STUDS @ 16" O.C. <br />(N) ATTIC <br />ACCESS <br />(30"x30" MIN.) <br />(N <br />) <br /> <br />4 <br />x <br />6 <br /> <br />H <br />D <br />R <br />(N <br />) <br /> <br />4 <br />x <br />4 <br /> <br />H <br />D <br />R <br />(N <br />) <br /> <br />4 <br />x <br />6 <br /> <br />H <br />D <br />R <br />(N <br />) <br /> <br />4 <br />x <br />4 <br /> <br />H <br />D <br />R <br />(N <br />) <br /> <br />4 <br />x <br />4 <br /> <br />H <br />D <br />R <br />(N <br />) <br /> <br />4 <br />x <br />4 <br /> <br />H <br />D <br />R <br />(N <br />) <br /> <br />4 <br />x <br />4 <br /> <br />H <br />D <br />R <br />(N <br />) <br /> <br />4 <br />x <br />4 <br /> <br />H <br />D <br />R <br />(N) 4x4 HDR (N) 4x4 HDR <br />(N) 4x4 HDR(N) 4x4 HDR <br />(N) 2x10 R.B. <br />(N <br />) <br /> <br />2 <br />x <br />8 <br /> <br />R <br />. <br />R <br />. <br />@ <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />(N <br />) <br /> <br />2 <br />x <br />8 <br /> <br />R <br />. <br />R <br />. <br />@ <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />(N <br />) <br /> <br />2 <br />x <br />8 <br /> <br />C <br />. <br />J <br />. <br />@ <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />(N <br />) <br /> <br />2 <br />x <br />8 <br /> <br />C <br />. <br />J <br />. <br />@ <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />1 <br />2' <br />- <br />6 <br />. <br />2 <br />5 <br />" <br />1 <br />3' <br />- <br />1 <br />0 <br />. <br />7 <br />5 <br />" <br />1 <br />3' <br />- <br />8 <br />" <br />1 <br />3' <br />- <br />1 <br />0 <br />. <br />7 <br />5 <br />" <br />1 <br />2' <br />- <br />6 <br />. <br />2 <br />5 <br />" <br />1 <br />3'-0" <br />1 <br />13'-0" <br />1 <br />4'-0" <br />1 <br />2' <br />- <br />0 <br />" <br />1 <br />10 <br />' <br />- <br />6 <br />" <br />1 <br />2' <br />- <br />0 <br />" <br />1 <br />3'-0" <br />1 <br />13'-0" <br />1 <br />4'-0" <br />1 <br />27'-0" <br />1 <br />9' <br />- <br />5 <br />" <br />1 <br />9' <br />- <br />5 <br />" <br />(N) 4" CONC. SLAB <br />#4 DEFORMED REINF. <br />@ 16" O.C. EA WAY <br />2" SAND BED, 10 MIL <br />VAPOR RETARDER (TYP.) <br />1 <br />SD-1 <br />1 <br />SD-1 <br />1 <br />SD-1 <br />2 <br />SD-1 <br />2 <br />SD-1 <br />2 <br />SD-1 <br />3 <br />SD-1 <br />4 <br />SD-1 <br />4 <br />SD-1 <br />5 <br />SD-1 <br />5 <br />SD-1 6 <br />SD-1 <br />7 <br />SD-1 <br />7 <br />SD-1 <br />N N <br />1 <br />SD-1 <br />11 <br />SD-1 <br />(N) 12"x12"x12" <br />FOOTING <br />11 <br />SD-1 <br />(N) 12"x12"x12" <br />FOOTING <br />11 <br />SD-1 <br />(N) 12"x12"x12" <br />FOOTING <br />11 <br />SD-1 <br />(N) 12"x12"x12" <br />FOOTING <br />9 <br />SD-1 <br />(N <br />) <br /> <br />4 <br />x <br />1 <br />0 <br /> <br />H <br />D <br />R <br />(N) 2x4 R.R. <br />@ 16" O.C. <br />10 <br />SD-1 <br />(N) 4x <br />4 <br />POST <br />10 <br />SD-1 <br />(N) 4x <br />4 <br />POST <br />9 <br />SD-1 <br />(N <br />) <br /> <br />4 <br />x <br />1 <br />0 <br /> <br />H <br />D <br />R <br />(N) 2x4 R.R. <br />@ 16" O.C. <br />10 <br />SD-1 <br />(N) 4x <br />4 <br />POST <br />10 <br />SD-1 <br />(N) 4x <br />4 <br />POST <br />8 <br />SD-1 <br />8 <br />SD-1 <br />DR <br />A <br />F <br />T <br />I <br />N <br />G <br /> <br />& <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br />S <br />E <br />R <br />V <br />I <br />C <br />E <br />S <br />, <br /> <br />L <br />L <br />C <br />KT <br />A <br /> <br />D <br />R <br />A <br />F <br />T <br />I <br />N <br />G <br /> <br />& <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br />S <br />E <br />R <br />V <br />I <br />C <br />E <br />S <br />, <br /> <br />L <br />L <br />C <br />22 <br />2 <br /> <br />W <br />. <br /> <br />6 <br />T <br />H <br /> <br />S <br />T <br />, <br /> <br />S <br />U <br />I <br />T <br />E <br /> <br />4 <br />0 <br />0 <br /> <br />| S <br />A <br />N <br /> <br />P <br />E <br />D <br />R <br />O <br />, <br /> <br />C <br />A <br /> <br />9 <br />0 <br />7 <br />3 <br />1 <br />E: <br /> i <br />n <br />f <br />o <br />@ <br />k <br />t <br />a <br />d <br />r <br />a <br />f <br />t <br />i <br />n <br />g <br />. <br />c <br />o <br />m <br /> <br />| <br />T <br />: <br /> <br />(3 <br />1 <br />0 <br />) <br />- <br />9 <br />4 <br />0 <br />- <br />9 <br />0 <br />2 <br />2 <br />ww <br />w <br />. <br />k <br />t <br />a <br />d <br />r <br />a <br />f <br />t <br />i <br />n <br />g <br />. <br />c <br />o <br />m <br />PLANS PREPARED BY KTA DRAFTING <br />& DESIGN SERVICES, LLC. <br />____________________________ <br />KEVIN TA, PRINCIPAL <br />No part of this plan set may be changed, reproduced or distributed in any form or by any means, without the prior written permission of KTA DRAFTING & DESIGN SERVICES, LLC. <br />SOILS REPORT INFORMATION <br />COMPANY: NorCal Engineering <br />REPORT #: 23864-23 <br />REPORT DATE: April 7, 2023 <br />ALLOWABLE BEARING CAPACITY: 1,500 psf <br />NOTE: ALL BRACED WALL LINES SHALL HAVE CONTINUOUS SHEATHING. <br />12 <br />SD-1 <br />(N) MST72 <br />(N <br />) <br />4x <br />4 <br /> <br />H <br />D <br />R <br />(N <br />) <br />4x <br />4 <br /> <br />H <br />D <br />R <br />(N) ATTIC <br />ACCESS <br />(30"x30" MIN.) <br />12 <br />SD-1 <br />(N) MST72 <br />(N) 4" CONC. SLAB <br />#4 DEFORMED REINF. <br />@ 16" O.C. EA WAY <br />2" SAND BED, 10 MIL <br />VAPOR RETARDER (TYP.) <br />1316 N Sycamore St, Unit 100 <br />& 101 - 101115529-30 <br />11/8/2023
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