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1 <br />1 <br />1 <br />cont ftg, typ <br />(E) 1'-6" wide <br />F4 <br />F5 <br />F3 <br />2 <br />2 <br />2 <br />SJ, typ <br />4 4 <br />4 <br />3 <br />4 S4.1 <br />7 <br />20'-3";60'-0";Existing Shear WallExisting Shear WallS0.2 <br />14 <br />6 <br />6 <br />5 <br />S4.1 <br />4 <br />5 <br />1 <br />7 <br />A <br />S2.1 <br />____________________________ <br />Existing Shear WallExisting Shear WallExisting Shear Wall(E) Structural stud wall on 6" high curb <br />on line footing <br />(E) Structural stud wall on line footing <br />(N) Non-structural stud wall on 6" high <br />curb <br />Non-structural wall per plan <br />(N) Wall infill w/2x6 @ 16"cc per <br />Extent of slab removal and installation of <br />new depressed slab <br />Slab joint per 1/S0.2 <br />(E) Spread footing w/size per footing <br />schedule <br />Extent of (E) slab removal. Provide 6" <br />clearance for edge of (E) line footing and <br />spread footings <br />F1 <br />Notes: <br />1.All interior replaced slabs are to be 5" thick w/#4 ea <br />way @ 18"cc ov/15 mil vapor barrier ov/5" gravel. <br />2.Verify & coordinate all dimensions & elevations <br />w/Arch. Stud walls are 2x6 @ 16"cc unless noted <br />otherwise (UNO). <br />3.All exterior stud walls are fully sheathed w/\" <br />Structural Plywd (SP). Interior structural stud walls <br />are sheathed w/\" SP as shown on plan. <br />4.Non-bearing interior stud walls without curbs have <br />"shot" sills per 6/S0.2 & are not shown on these <br />plans, see Arch dwgs. <br />5.See Arch for special details @ thresholds, metal <br />frames, depressed slabs, sloped slabs, floor drains, <br />etc... Depress slabs @ ceramic tile floors per Arch. <br />6.Exterior slabs are not shown on these plans, see <br />Arch & Civil drawings. <br />7.No excavations shall be started until struc tests & <br />inspections on prior site work contract have been <br />accepted by DSA. <br />8.All utliites that impact foundations must conform to <br />the stepped footing details on Sheet S0.3. <br />Existing Elevation from <br />DSA App. 02-22633 <br />File No. 39-37 <br />(N) Wall opening for <br />mech duct. See <br />S0.2 <br />5 <br />S-4555 <br />SEP <br />CFOE <br />R O <br />EGRISREA <br />TSTED <br />T <br />A <br />I <br />AIENGINEERA <br />N <br />L <br />ROFI <br />O <br />N <br />LG A <br />H <br />R CI.RDSYR <br />ERGF S <br />O I <br />STRUC LARUT <br />OF 7 SHEETS <br />SHEET NO. <br />UPDATED <br />CADFILE <br />SCALE <br />CHECKED <br />DRAWN <br />DATE <br />PROJECT NO. REVISIONS BY <br />04/03/20 <br />GG <br />GIR <br />AS NOTED <br />19-32-050 <br />CONSULTANT <br />FILE NO. 39-50 APP NO. 02-118041 <br />KITCHEN RENOVATIONHOUSTON (SERNA) SCHOOL730 Howe Avenue, Suite 450Sacramento, CA 95825Phone: 916.921.2112Fax: 916.921.2212PARTIAL FOUNDATIONPLANS2.11/4" = 1'-0" <br />Foundation Plan <br />Ref <br />North <br />Foundation Plan Legend and Notes <br />Foundation Plan Sheet Notes <br />1 (N) 6" high concrete curb <br />2 (E) {" SP @ exterior face of wall <br />3 (E) {" SP each side of wall <br />4 (N) Wall infill. See detail 7-10/S0.3 <br />5 Provide opening in wall to pass HVAC duct. <br />See detail 5/S0.2 <br />6 Fasten (N) post to (E) sill PL w/LTP4 on <br />each side. Provide 3-16d T.N. @ each 2x <br />stud attached to post <br />7 (N) Approx. 7'-0"x14'-0"x8" thick <br />mechanical pad. See detail 15/S0.2, coord <br />specific location relative to (E) building <br />w/Mech dwgs <br />(E) Footing Schedule <br />Mark Length Width Depth <br />F4 3' - 0" 3' - 0" 1' - 6" <br />F5 4' - 0" 4' - 0" 1' - 6" <br />F6 5' - 0" 5' - 0" 1' - 6" <br />S2.1 <br />Partial ElevationA <br /> <br /> <br /> <br />4/10/2020 <br />04/10/2020