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9 <br />NON BEARING STUDS EXT. AND BEARING STUDS <br />ELEVATION <br />PLAN <br />4 <br />CONC. WALL <br />AT END <br />SEE PLAN <br />3/4" DIA. W.S. <br />@ 12" O.C. <br />2x STUDS @ 16" O.C. <br />TUBE COLUMN <br />SEE PLAN <br />TUBE COLUMN <br />AT CORNER AT INTERSECTION <br />3/4" DIA. W.S. <br />@ 12" O.C. <br />10 <br />12" O.C. <br />2 -2 x STUDS <br />@ 16" O.C. <br />2 x STUDS <br />TYPICAL <br />NOTE: <br />CONCRETE <br />WOOD POST <br />BOTH SIDES <br />SIMPSON "A35" <br />AT EACH SIDE <br />SIMPSON "A35" <br />SLAB <br />PLATE <br />SIMPSON "A35" <br />AT EACH SIDE <br />2 x SILL <br />SEE DETAIL <br />AT EACH SIDE <br />SIMPSON "A35" <br />OR 2-2 x <br />WOOD POST <br />4 x <br />AT EACH SIDE <br />SIMPSON "A35" <br />9 <br />- <br />B <br />SIMPSON "HW" <br />HANGER <br />WOOD BEAM <br />2 - 2 x TOP PLATES <br />CONT. FOR SPLICE <br />SIMPSON "A35" <br />BOTH SIDES A <br />2. STUD SIZES AND HEIGHTS ARE FOR PARTITIONS WALLS. ALL SHEARWALLS <br />AND BEARING WALLS ARE AS PER CALL OUT ON FOUNDATION AND MEZZANINE <br />MAXIMUM UNSUPPORTED HEIGHT <br />1. MAXIMUM DISTANCE BETWEEN FLOOR AND ROOF. <br />NOTE: <br />PLANS. <br />2 x 8 @ 16" O.C. <br />2 x 6 @ 16" O.C. <br />2 x 6 @ 24" O.C. <br />2 x 4 @ 16" O.C. <br />STUDS <br />2 x 4 @ 24" O.C. <br />28'- 0" <br />NON-BEARING WALL <br />14'- 0" <br />14'- 0" <br />24'- 0" <br />20'- 0" <br />ELEVATION <br />L <br />33 333 3 <br />3 3 3 3 3 <br />4'-0" MIN. <br />PLAN <br />TYP. <br />L <br />CEILING W/ FLOOR <br />NOTE: <br />SPAN <br />6'-0" <br />8'-0" <br />4'-0" <br />CEILING AND ROOF <br />4 x 12 OR 6 x 10 <br />4 x 14 OR 6 x 12 <br />4 x 8 OR 6 x 6 <br />CEILING ONLY <br />4 x 6 <br />4 x 8 <br />4 x 4 <br />HEADER, SEE <br />ON PLAN <br />SCHEDULE U.N.O. <br />OPEN SPAN <br />12'-0"4 x 16 OR 6 x 144 x 12 <br />CEILING JOIST SCHEDULE <br />CEILING JOISTS ARE DESIGNED FOR 1 LAYER DRYWALL, GYPBOARD <br />THIS SCHEDULE APPLIES <br />TO ALL ROOMS U.N.O. ON <br />DRAWINGS FOR CEILING <br />HEIGHT, FINISH AND <br />SPECIFIC REQUIREMENTS. <br />PLANS. SEE ARCHIT'L <br />2-2 x CONT. <br />TOP PLATES <br />CEILING <br />JOIST <br />OR PLASTER (DL=10 PSF & LL=10 PSF) <br />16" O.C. <br />16" O.C. <br />12" O.C. <br />12" O.C. <br />16" O.C. <br />2 x 10 <br />2 x 8 <br />12" O.C. <br />16" O.C. <br />12" O.C. <br />2 x 4 <br />2 x 6 <br />NOTE: <br />2-16d @ <br />EA. STUD. <br />15'-0" <br />29'-0" <br />27'-0" <br />21'-0" <br />23'-0" <br />16'-0" <br />11'-0" <br />10'-0" <br />HANGER <br />U-TYPE <br />RIBBON W/ <br />2 x <br />CEILING <br />JOIST <br />BLOCKING <br />2 x CEILING <br />2x RIM JOIST <br />WOOD <br />JOIST <br />STUDS <br />TOP PLATE SPLICE DETAIL <br />WOOD STUD PARTITION SCHEDULE 4 <br />HEADER SCHEDULE 6 <br />CEILING JOIST SCHEDULE 5 <br />7SHEAR WALL DETAIL <br />WOOD POST DETAIL <br />8 <br />TYPICAL STUD CONNECTION <br />WOOD STUD TO STEEL COLUMN 11 <br />12BEARING WALL DETAIL <br />WOOD POST DETAIL 13 <br />14 <br />STUD REINFORCEMENT 15 <br />16PARTITION WALL TO SLAB <br />19 <br />20DETAILS <br />ELEVATION AT ENTRY 17 <br />ELEVATION AT WINDOW 18 <br />DETAIL 3 <br />3 x P.T. SILL PLATE <br />EPOXY ANCHOR AT 16" O.C. <br />CONCRETE SLAB <br />WITH 5/8" DIA. <br />FOR FINISH <br />SEE ARCHT'L <br />2 x WOOD STUDS <br />EP <br />O <br />X <br />Y <br /> <br />AN <br />C <br />H <br />O <br />R <br />SH <br />O <br />R <br />T <br /> <br />P <br />I <br />N <br />S <br />1 <br />1 <br />/ <br />2 <br />" <br />4" <br />EQUAL <br />(ICC ESR-1799) OR APPROVED <br />WITH .180" DIA. POWER- <br />DRIVEN PIN @ 16" O.C. <br />2 x (P.T.) SILL PLATE <br />AT 16" O.C. <br />WOOD STUDS @ 16" O.C. <br />PLAN & SCHEDULE <br />FOR STUD SIZE SEE FOUNDATION <br />3 x P.T. SILL PLATE <br />FOR CONCRETE SLAB <br />SEE FOUNDATION PLAN <br />CONT. W/ 3/4" DIA. <br />FOR FINISH <br />SEE ARCHT'L DWGS. <br />B.N. <br />CL <br />R <br />. <br />TOP & BOTTOM <br />2-#4 CONT. <br />SHEAR WALL SCHEDULE <br />CONNECTION (NAILS BOX OR COMMON) <br />HOLDOWN SCHEDULE 2 <br />DETAIL <br />NOTES: <br />DETAIL <br />NOTE: <br />- <br />WOOD MEMBER <br />SDS SCREWS TO <br />MODEL NO. <br />SIMPSON <br />HOLDOWN SCHEDULE (ESR-2330) <br />MARK 3/4" DIA. A.B. <br />INTERM. <br />SEE DETAILSHEATHING <br />EDGES <br />THICK. <br />STRUCT. I <br />NAILING : 10d AT <br />BOUND. <br />TYPICAL WALL SHEATHING <br />SHEAR WALL SCHEDULE <br />CL <br />R <br />. <br />TOP & BOTTOM <br />2-#4 CONT. <br />FOR CONCRETE SLAB <br />SEE FOUNDATION PLAN <br />A.B. @ 48" O.C. <br />* <br />* <br />* <br />* <br />** <br />** <br />* <br />* <br />(3" x 0.148" COMMON) <br />6 x 12 <br />5 1/8 x 12 GLB <br />5 1/8 x 15 GLB <br />5 1/8 x 18 GLB <br />NAILS SCHEDULE <br />AT END POST <br />PER PLAN <br />OR 3 x AT PLYWOOD <br />SHEAR WALLS <br />SEE FOUND. PLAN <br />SEE ARCHT'L DWGS. <br />SCHEDULE <br />& SHEAR WALL <br />FOR FINISH <br />CL <br />R <br />. <br />B.N. <br />PLAN & SCHEDULE <br />CONT. FOR ANCHOR <br />3 x P.T. SILL PLATE <br />FOR STUD SIZE SEE FOUNDATION <br />WOOD STUDS @ 16" O.C. <br />SEE FOUNDATION PLAN <br />FOR CONCRETE SLAB <br />TOP & BOTTOM <br />2-#5 CONT. <br />SEE DETAIL <br />#3 TIES @ 18" O.C. <br />PLAN <br />2-2xTOP PLATES CONT. <br />CONSULTING STRUCTURAL ENGINEERS <br />301 N. Lake Ave., 5th Floor <br />Tel: (626) 521-9931 <br />Pasadena, CA. 91101 <br />HSA PROJECT NO. : 23-098 <br />Drawn by: T.T. <br />HSA ISSUE:SUBMITTAL X <br />S 5092 <br />STRU C TURAL <br />R <br />E <br />GISTEREDPROFE SSIONALENGINEE <br />R <br />STATE OF C A LIFORNIA <br />EXP.06-30-25 <br />Feb. 26, 2025 <br />RAFIK R.W .GERGES <br />SD-7.0 <br />CLIENT: <br />SUBMITTAL <br />al <br />l <br /> <br />i <br />d <br />e <br />a <br />s <br />, <br /> <br />d <br />e <br />s <br />i <br />g <br />n <br />s <br /> <br />a <br />n <br />d <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />r <br />e <br />p <br />r <br />e <br />s <br />e <br />n <br />t <br />e <br />d <br /> <br />b <br />y <br /> <br />t <br />h <br />i <br />s <br /> <br />d <br />r <br />a <br />w <br />i <br />n <br />g <br /> <br />a <br />r <br />e <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />c <br />l <br />u <br />s <br />i <br />v <br />e <br /> <br />p <br />r <br />o <br />p <br />e <br />r <br />t <br />y <br /> <br />o <br />f <br /> <br />w <br />i <br />t <br />h <br />e <br />e <br /> <br />m <br />a <br />l <br />c <br />o <br />l <br />m <br /> <br />a <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />s <br />, <br /> <br />l <br />l <br />p <br /> <br />a <br />n <br />d <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />n <br />o <br />t <br /> <br />b <br />e <br /> <br />r <br />e <br />p <br />r <br />o <br />d <br />u <br />c <br />e <br />d <br /> <br />i <br />n <br /> <br />w <br />h <br />o <br />l <br />e <br /> <br />o <br />r <br /> <br />i <br />n <br /> <br />p <br />a <br />r <br />t <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />p <br />r <br />e <br />s <br />s <br /> <br />p <br />r <br />i <br />o <br />r <br /> <br />w <br />r <br />i <br />t <br />t <br />e <br />n <br /> <br />p <br />e <br />r <br />m <br />i <br />s <br />s <br />i <br />o <br />n <br /> <br />o <br />f <br /> <br />s <br />a <br />i <br />d <br /> <br />a <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />s <br />, <br /> <br />a <br />n <br />y <br /> <br />u <br />n <br />a <br />u <br />t <br />h <br />o <br />r <br />i <br />z <br />e <br />d <br /> <br />r <br />e <br />u <br />s <br />e <br /> <br />o <br />f <br /> <br />t <br />h <br />e <br />s <br />e <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />o <br />t <br />h <br />e <br />r <br /> <br />t <br />h <br />a <br />n <br /> <br />f <br />o <br />r <br /> <br />t <br />h <br />e <br /> <br />p <br />r <br />o <br />j <br />e <br />c <br />t <br /> <br />a <br />n <br />d <br /> <br />l <br />o <br />c <br />a <br />t <br />i <br />o <br />n <br /> <br />s <br />h <br />o <br />w <br />n <br /> <br />i <br />s <br /> <br />p <br />r <br />o <br />h <br />i <br />b <br />i <br />t <br />e <br />d <br />. <br />JOB NO. <br />DATEREVISION <br />SHEET TITLE <br />SHEET NO. <br />07.17.2023PROGRESS SET <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 />5 <br />21 <br />3 <br />0 <br /> <br />E <br />. <br /> <br />4 <br />T <br />H <br /> <br />S <br />T <br />. <br /> <br /># <br />2 <br />0 <br />0 <br />OL <br />I <br />V <br />E <br /> <br />C <br />R <br />E <br />S <br />T <br /> <br />- <br /> <br />O <br />F <br />F <br />I <br />C <br />E <br /> <br />T <br />I <br />CM220584.00 <br />21 <br />3 <br />0 <br /> <br />E <br />. <br /> <br />4 <br />T <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 />5 <br />CL <br />I <br />E <br />N <br />T <br />: <br />PR <br />O <br />J <br />E <br />C <br />T <br />: <br />OL <br />I <br />V <br />E <br /> <br />C <br />R <br />E <br />S <br />T <br />08.08.2023PLANNING SUBMITTAL <br />1ST PC SUBMITTAL - BUILDING 02.08.2024 <br />PROGRESS SET 06.14.2024 <br />WOOD FRAMING DETAILS <br />08-15-24PLAN CHECK RESUBMITTAL <br />DELTA 1 - FIELD CHANGES 2/27/20251 <br />A <br />1 <br />CONSULTING STRUCTURAL ENGINEERS <br />301 N. Lake Ave., 5th Floor <br />Tel: (626) 521-9931 <br />Pasadena, CA. 91101 <br />HSA PROJECT NO. : 23-098 <br />Drawn by: T.T. <br />HSA ISSUE:SUBMITTAL X <br />S 5092 <br />STRUC TURAL <br />R <br />E <br />GISTEREDPROF E SSIONALENGINEE <br />R <br />STATE OF C A LIFORNIA <br />EXP.06-30-25 <br />Feb. 27, 2025 <br />RAFIK R.W .GERGES <br />2130 E 4th St - REV <br />14/14/2025