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L = 15' - 6"1 AA <br />L = 13' - 5" <br />1A A <br />L <br />= <br /> <br />7 <br />' <br /> <br />- <br /> <br />0 <br />" <br />1 <br />A <br />A <br />L <br />= <br /> <br />1 <br />6 <br />' <br /> <br />- <br /> <br />0 <br />" <br />1 <br />A <br />A <br />(E) FTG. <br />(N) 12" FTG. <br />(N <br />) <br /> <br />1 <br />2 <br />" <br /> <br />F <br />T <br />G <br />. <br />(N) 4" THK. SLAB ON GRADE. <br />REFER TO FOUNDATION NOTE #2. <br />(4) #4X16" DOWELS SIMPSON <br />SET-XP TO (E) FTG WITH 8" <br />EMBED. [ESR 2508] <br />(4) #4X16" DOWELS SIMPSON <br />SET-XP TO (E) FTG WITH 8" <br />EMBED. [ESR 2508] <br />15 <br />15 <br />15 <br />19 <br />18 <br />16 <br />TYP. <br />(E) FOOTING AND SLAB <br />ON GRADE TO REMAIN <br />L = 15' - 6"1 <br />L = 13' - 5" <br />1 <br />L <br />= <br /> <br />7 <br />' <br /> <br />- <br /> <br />0 <br />" <br />1 <br />L <br />= <br /> <br />1 <br />6 <br />' <br /> <br />- <br /> <br />0 <br />" <br />1 <br />(E) 2x8 @ 16" O.C. [R.R.] V.I.F. <br />(E <br />) <br /> <br />2 <br />x <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br /> <br />[ <br />R <br />. <br />R <br />. <br />] <br /> <br />V <br />. <br />I <br />. <br />F <br />. <br />(E) 2x6 @ 16" O.C. [C.J.] V.I.F. <br />(N <br />) <br /> <br />2 <br />x <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br /> <br />[ <br />R <br />. <br />R <br />. <br />] <br />(N <br />) <br /> <br />2 <br />x <br />8 <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br /> <br />[ <br />R <br />. <br />R <br />. <br />] <br />(N <br />) <br /> <br />2 <br />x <br />6 <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br /> <br />[ <br />C <br />. <br />J <br />. <br />] <br />(N <br />) <br /> <br />2 <br />x <br />6 <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br /> <br />[ <br />C <br />. <br />J <br />. <br />] <br />LINE OF EXPOSED CEILING <br />(E <br />) <br /> <br />R <br />I <br />D <br />G <br />E <br />(E) <br />H <br />I <br />P <br />(E) HDR (E) HDR <br />6x12 DF#1 RIDGE2x10 RIDGE BOARD <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 />4x6 HDR <br />4x6 HDR 4x6 HDR <br />(N) CALIFORNIA FRAMING <br />PER DETAIL /7 S-2.0 <br />1 <br />2 <br />3 <br />45 <br />12 <br />TYP. <br />11TYP. <br />8 <br />9 <br />6 <br />4" Slab On Grade <br />4" Crusher run Gravel Base (1/2" min agg size) <br />Compacted Fill <br />10 Mill Vapor Barrier <br />Legend: <br />Wall Above <br />2x @ 16 <br />Direction of framing and span <br />Location / extent of framing <br />Framing member and spacing <br />Wall Below <br />Min. Shear Wall Length <br />Wood Post Below <br />Wood Post AboveSIZE <br />Shear Wall Above <br />L = 5' - 3"2 <br />A A Holdown Above <br />California Framing <br />PAGE # <br />NOTES <br />AS NOTEDSCALE: <br />DATE: <br />PHONE: 323-448-4682 <br />FO <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br /> <br />A <br />N <br />D <br /> <br />F <br />R <br />A <br />M <br />I <br />N <br />G <br /> <br />P <br />L <br />A <br />N <br />S <br />AT <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />90 <br />7 <br /> <br />D <br />I <br />A <br />N <br />N <br />E <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 />1 <br />04/28/2025 <br />S-1.0 1/4" = 1'-0" <br />A Foundation Plan <br />S-1.0 1/4" = 1'-0" <br />B Roof / Ceiling Framing Plan <br />HD Post Fasteners Comments <br />HDU2 <br />Holdown Schedule <br />4x4 (6) SDS ESR-2330 <br />ID <br />A <br />HDU4 4x4 (10) SDS ESR-2330B <br />HDU5 4x4 (14) SDS ESR-2330C <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />7. <br />Holdown Notes <br />Post sizes are minimums. Coordinate with wall framing and post sizes indicated on plans. <br />SDS = Simpson SDS25xxx (provide 1-1/2" min embed). <br />Hold-down connector bolts into wood framing require approved plate washers. Hold-downs <br />shall be finger tight and 1/2 wrench turn just prior to covering the wall framing. Connector <br />bolts into wood framing require steel plate washers on the post on the opposite side of the <br />anchorage device. Plate size shall be a minimum of 0.299 inch by 3 inches by 3 inches. <br />(2305.5) <br />Where double holdowns are specified at shearwall use 6x post and vertically stagger <br />devices if necessary to avoid fasteners from fouling each other. <br />Provide Simpson SB anchor bolts at all holdowns. Coordinate anchor bolt diameter with <br />holdown hardware. <br />Hold-down hardware must be secured in place prior to foundation inspection. <br />Bolts, fasteners and framing hardware in contact with preservative treated lumber to be hot <br />dipped galvanized. <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />Shear Wall Notes <br />All new exterior walls not otherwise designated as shear wall to be sheathed per item 1 in <br />the Shear Wall Schedule. <br />Sill anchors to concrete to be A307 anchor rods with 7" embedment in foundation. If <br />multiple pours used, specified embedment must be contained within top pour. If not, full <br />embedment must be achieved in lower pour level. All sill anchors to have 2-1/2" square x <br />1/4" plate washers under nuts. Install sill anchors in centerline of sill plate. <br />Sill attachment to wood to be with Simpson SDS screws 1/4" with 1-1/2" min embed into <br />subfloor or beams/framing below subfloor. <br />Where sheathing nailing is less than 4" on center or where sheathing is applied to both <br />sides of studs use 3x studs at panel edges or panel joints. <br />Sill and sole plates to be 3x minimum thickness. Use pressure treated material where in <br />contact with concrete. See Structural Lumber section of General Notes for additional <br />information. <br />Contractor responsible for maintaining copies of referenced ICC-ESR reorts and/or <br />conditions of listing shall be made available at the job site. <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />Foundation Plan Notes <br />Footings are to be founded a minimum of 2'-0" below adjacent grade. <br />Slab on grade to be minimum 4" thick with #4 @ 16" o.c. each way chaired at mid thickness. <br />Slab to be underlain by 10 mil vapor barrier/4" crusher-run base compacted by mechanical <br />means in accordance with the Soils Report. Vapor barrier to be in conformance with ASTM <br />E1643 and installed per manufacturer's recommendations with care taken to seal seams, <br />penetrations and perimeter edges. See slab detail below. <br />Control joints are required for the slab on grade at a maximum spacing of 15' on centers <br />each way. The contractor is required to submit a plan of proposed control joints to the <br />Architect and SAA prior to placing concrete. See Typical Details for additional information. <br />Concrete curbs required along some exterior walls. Coordinate with Arch for extent and <br />configuration of curbs. See structural detail sheets for relevant construction information <br />where curbs required. <br />Foundation sills shall be naturally durable or preservative-treated wood. <br />If adverse soil conditions are encountered, a soils investigation report may be required <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />7. <br />Framing Plan Notes <br />Roof sheathing to be 1/2" CD-X (Span Rating 32/16) with face grain perpendicular to <br />framing direction with panel joints staggered. Nail to framing with 10d @ 6, 6,12. <br />Wall framing to be as follows unless noted otherwise: <br />Exterior walls = 2x4 @16 min (match existing) <br />Interior bearing walls = 2x4 @ 16 min <br />Interior non-bearing walls = 2x4 @ 16 <br />Plumbing walls = 2x6 @ 16 (or 2x4 @ 16 with furring to avoid cutting structural framing) <br />All diaphragm to utilize common nails or galvanized box nails. <br />All shearwall nailing shall utilize hot dipped galvanized box nails. <br />All bolt holes shall be drilled 1/32" to 1/16" oversized. For lag bolts provide lead hole 40% <br />to 70% of threaded shank diameter and full diameter at smooth shank portion. <br /> <br />Contractor responsible for maintaining copies of referenced ICC-ESR Reports and/or <br />conditions of Listing at the job site. <br />Roof diaphragm nailing to be inspected before covering. Face grain of plywood shall be <br />perpendicular to supports. Floor shall have tongue and groove or blocked panel edges. <br />Plywood spans shall conform with 2304.7 <br />Sill Attachment <br />Concrete Wood Top AttachmentSheathingNailing Capacity (ASD) <br />Shear Wall Schedule <br />ID <br />5/8"@32 SDS@16 A35@241/2" CDX 10d@6,12 310 plf1 <br />S-100 <br />DIGITALLY STAMPED AND SIGNED 8.19.2024 <br />EXP: 9.30.2025 <br />S-200 <br />S-200 <br />S-200 <br />S-200 <br />S-200 <br />S-200 <br />S-200 <br />S-200 <br />S-200 <br />S-200 <br />S-200 <br />S-200 S-200 <br />S-200 <br />S-200 <br />S-200