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12 <br />2 <br />1 <br />(E <br />) <br />2 <br />X <br /> <br />R <br />. <br />R <br />. <br /> <br />@ <br /> <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />(N <br />) <br /> <br />H <br />D <br />R <br />. <br />4X <br />4 <br />(N <br />) <br /> <br />H <br />D <br />R <br />. <br />4X <br />4 <br />(N <br />) <br /> <br />H <br />D <br />R <br />. <br />4X <br />2 <br />(N <br />) <br /> <br />H <br />D <br />R <br />. <br />4X <br />4 <br />(N <br />) <br /> <br />H <br />D <br />R <br />. <br />4X <br />4 <br />(N) HDR. <br />4X4 <br />(N) HDR. <br />4X4 <br />(N) HDR. <br />4X4 <br />(N) HDR. <br />4X6 <br />(N) HDR. <br />4X6 <br />(N) HDR. <br />4X2 <br />(E)2X R.R. @ 16" O.C.(E)2X R.R. @ 16" O.C. <br />(E) 2xC.J. <br />@ 16" O.C. <br />CAPACITY <br /> FOUNDATION <br />ANCHOR BOLTS <br />PER CBC 2308.3.3 <br />16" <br />SHEAR TRANSFER <br /> A 35 SPACING <br />TYPE SHEAR WALL SYSTEM <br />15/32" STRUCTURAL II PLYWOOD CDX / OSB <br />(4-PLY) WITH 8d NAILS @ 4" O.C. AT <br />ALL PANEL EDGES & 12" O.C. AT <br />FIELD. <br />5/8" DIA. @ <br />4-0" O.C. <br />SILL NAILING <br />16d SPACING <br /> 4.5" <br />2 <br />24"1/2" STRUCTURAL I PLYWOOD CDX / OSB <br />WITH 8d NAILS @ 6" O.C. AT <br />ALL PANEL EDGES & 12" O.C. AT <br />FIELD. <br />5/8" DIA. @ <br />4-0" O.C. <br /> 6" <br />6 <br />EXISTING SHEAR WALLE <br />EE <br />E4' <br />- <br />0 <br />" <br />E <br />6' <br />- <br />1 <br />0 <br />" <br />E 4' <br />- <br />7 <br />" <br />E <br />5'-8" <br />4' <br />- <br />0 <br />" <br />6 <br />13 <br />' <br />- <br />3 <br />" <br />6 <br />6 <br />2 <br />4'-0" <br />(N) HDR. <br />4X4 <br />ONE LAYER OF 5/8” TYPE ‘X’ <br />GYPSUM BOARD <br />SHALL BE PROVIDED ON BOTH <br />SIDES OF WALL AND SHALL <br />EXTENDED FROM <br />FOUNDATION/SLAB TO THE <br />UNDERSIDE OF ROOF. <br />1-HR FIRE RATED <br />D-1 <br />7 <br />SYMBOLS LEGEND <br />2X C.J. <br />2x4 NEW STUD BEARING WALL <br />2X R.R. <br />FRAMING PLAN NOTES <br /> OVER 10'-0" USE (2) 2X4 STUDS AT 16" O.C. TO 17'-6" IN HGT. FOR <br />B. TYPICAL FLOOR SHEATHING USE 5/8" T&G CDX GRADE PLYWOOD P.I. <br />A. BALLON FRAMED WALLS USE 2X4 STUDS @ 16" O.C. TO 10'-0" IN HEIGHT <br /> WALLS OVER 17'-6" IN HEIGHT USE (2) 2X4 STUDS AT 12" O.C. (U.N.O.) <br /> TO FRAMING. <br /> OR SCREWS, NAIL AND GLUE PLYWOOD TO FRAMING. LAY PERPENDICULAR <br /> 32/16 WITH 10d NAILS @ 6"-6"- 10" O.C. USE RING SHANK NAILS <br /> WITH 8d NAILS @ 6"-6"- 12"O.C. LAY PERPENDICULAR TO FRAMING. <br /> USE 1X8 T&G SELECT SPRUCE AT EXPOSED EAVES. (U.N.O.) <br />C. TYPICAL ROOF SHEATHING USE 1/2" CDX RADIANT PLYWOOD P.I. 24/0 <br />D. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL INTERIOR WALLS PARALLEL <br /> PERPENDICULAR WITH FRAMING. <br /> WITH FRAMING. USE SOLID BLOCKING UNDER INTERIOR WALLS <br /> 4'-0" SPLICE (U.N.O.) <br />E. SPLICE PLATES OF EXTERIOR WALLS AND SHEAR WALLS W/(12) 16d AT <br /> DIAMETER MACHINE BOLTS AT 18" O.C. STAGGERED (U.N.O.) <br />F. MULTI JOIST, (3) OR MORE SHALL BE FASTENED TOGETHER WITH 1/2" <br />G. ALL HEADERS TO BE 4X6 (U.N.O.) <br />H. WRAP ALL EXPOSED POSTS AND BEAMS IN GARAGE WITH 5/8" TYPE "X" <br />I. PROVIDE 4X POSTS AT ALL HOLD DOWNS (U.N.O) <br />J. ALL FRAMING HARDWARE TO BE "SIMPSON STRONG-TIE CO" OR APPROVED <br /> EQUIVALENT. <br />K. PROVIDE 4X4 POSTS AT EACH END OF 4X10 OR LARGER MEMBERS. USE <br />L. PROVIDE MULTIPLE STUDS UNDER MULTIPLE JOISTS. <br />M. WOOD STRUCTURAL PANELS SHALL COMPLY WITH PS1-95 AND/OR PS2-92. <br />N. THE NUMBER AND SIZE OF WOOD FASTENER SHALL NOT BE LESS THAN <br /> THAT SET FORTH IN TABLE 2304.9.1. <br /> GYPSUM BOARD. (U.N.O.) <br /> (2) 2X STUDS AT EACH END OF 4X8 OR SMALLER MEMBERS. (U.N.O) <br /> PROVIDE MULTIPLE STUDS AT EAH END OF 4X8 OR SMALLER MEMBERS. <br /> (U.N.O.) <br />1 ROOF DIAPHRAGM <br />1/2" CDX PLYWOOD (UNBLOCKED) <br />w/8d@6" BN,6" EN,12" FN. <br />ALLOW =240 PLR <br />S2.1 <br /> C <br />E <br />I <br />L <br />I <br />N <br />G <br /> <br />F <br />R <br />A <br />M <br />I <br />N <br />G <br /> <br />& <br />RO <br />O <br />F <br /> <br />F <br />R <br />A <br />M <br />I <br />N <br />G <br />PL <br />A <br />N <br />DE <br />S <br />I <br />G <br />N <br />E <br />R <br />: <br />TH <br />E <br />S <br />E <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br />, <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br />A <br />N <br />D <br /> <br />S <br />P <br />E <br />C <br />I <br />F <br />I <br />C <br />A <br />T <br />I <br />O <br />N <br />S <br /> <br />A <br />R <br />E <br /> <br />T <br />H <br />E <br /> <br />P <br />R <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />A <br />N <br />D <br /> <br />C <br />O <br />P <br />Y <br /> <br />R <br />I <br />G <br />H <br />T <br /> <br />O <br />F <br /> <br />Z <br />A <br />H <br />A <br /> <br />A <br />R <br />C <br />H <br /> <br />D <br />E <br />S <br />I <br />G <br />N <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 />U <br />S <br />E <br />D <br /> <br />O <br />N <br /> <br />A <br />N <br />Y <br /> <br />O <br />T <br />H <br />E <br />R <br /> <br />W <br />O <br />R <br />K <br /> <br />E <br />X <br />C <br />E <br />P <br />T <br /> <br />B <br />Y <br /> <br />A <br />G <br />R <br />E <br />E <br />M <br />E <br />N <br />T <br /> <br />W <br />I <br />T <br />H <br /> <br /> <br />Z <br />A <br />H <br />A <br /> <br />A <br />R <br />C <br />H <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />. <br /> <br />W <br />R <br />I <br />T <br />T <br />E <br />N <br /> <br /> <br /> <br /> <br />D <br />I <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />S <br /> <br />S <br />H <br />A <br />L <br />L <br />TA <br />K <br />E <br /> <br />R <br />E <br />F <br />E <br />R <br />E <br />N <br />C <br />E <br /> <br />O <br />V <br />E <br />R <br /> <br />S <br />C <br />A <br />L <br />E <br />D <br /> <br />D <br />I <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />S <br /> <br />A <br />N <br />D <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />B <br />E <br /> <br />V <br />E <br />R <br />I <br />F <br />I <br />E <br />D <br /> <br />O <br />N <br /> <br />T <br />H <br />E <br /> <br />J <br />O <br />B <br /> <br />S <br />I <br />T <br />E <br />, <br /> <br />A <br />N <br />Y <br /> <br />D <br />I <br />S <br />C <br />R <br />E <br />P <br />A <br />N <br />C <br />Y <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />B <br />E <br /> <br />B <br />R <br />O <br />U <br />G <br />H <br />T <br /> <br />T <br />O <br /> <br />T <br />H <br />E <br /> <br />N <br />O <br />T <br />I <br />C <br />E <br /> <br />O <br />F <br /> <br />Z <br />A <br />H <br />A <br /> <br />A <br />R <br />C <br />H <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br />P <br />R <br />I <br />O <br />R <br /> <br />T <br />O <br /> <br />T <br />H <br />E <br /> <br />C <br />O <br />M <br />M <br />E <br />N <br />C <br />E <br />M <br />E <br />N <br />T <br /> <br />O <br />F <br /> <br />A <br />N <br />Y <br /> <br />W <br />O <br />R <br />K <br />DRAWN <br />CHECKED <br />R.H <br />DATE <br />11-18-2024 <br />SCALE <br />JOB NO. <br />24-031 <br />SHEET <br />OF SHEETS <br />90 <br />9 <br />- <br />2 <br />4 <br />6 <br />- <br />1 <br />2 <br />0 <br />4 <br />25 <br />5 <br /> <br />N <br /> <br />D <br /> <br />S <br />T <br />. <br /> <br />S <br />U <br />I <br />T <br />E <br /> <br />4 <br />0 <br />1 <br /> <br />L <br />, <br />SA <br />N <br /> <br />B <br />E <br />R <br />N <br />A <br />R <br />D <br />I <br />N <br />O <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />4 <br />0 <br />1 <br />AR <br />C <br />H <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />ZA <br />H <br />A <br />A <br />R <br />C <br />H <br />D <br />E <br />S <br />I <br />G <br />N <br />1 <br />@ <br />G <br />M <br />A <br />I <br />L <br />. <br />C <br />O <br />M <br />OW <br />N <br />E <br />R <br />PR <br />O <br />J <br />E <br />C <br />T <br />C.M <br />GA <br />R <br />A <br />G <br />E <br /> <br />C <br />O <br />N <br />V <br />E <br />R <br />S <br />I <br />O <br />N <br /> <br />T <br />O <br /> <br />A <br />D <br />U <br />MA <br />R <br />C <br />O <br /> <br />G <br />U <br />T <br />I <br />E <br />R <br />R <br />E <br />Z <br />25 <br />2 <br />2 <br /> <br />W <br />e <br />s <br />t <br /> <br />C <br />a <br />m <br />d <br />e <br />n <br /> <br />P <br />l <br />a <br />c <br />e <br />, <br /> <br />U <br />n <br />i <br />t <br /> <br /># <br /> <br />2 <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 />4 <br />AD <br />D <br />R <br />E <br />S <br />S <br />CEILING FRAMING & ROOF FRAMING PLAN SCALE: 3/8"=1'-0" 1 <br />3/8"=1'-0" <br />2