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SHEET# <br />JOB# <br />DRAWN <br />DATE <br />SCALE <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />P23-1208 <br />be <br /> <br />r <br />e <br />p <br />r <br />o <br />d <br />u <br />c <br />e <br />d <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />t <br />h <br />e <br /> <br />w <br />r <br />i <br />t <br />t <br />e <br />n <br /> <br />c <br />o <br />n <br />s <br />e <br />n <br />t <br /> <br />o <br />f <br /> <br />Y <br />E <br />N <br />N <br />Y <br /> <br />N <br />G <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />S <br />, <br /> <br />I <br />N <br />C <br />. <br />Th <br />i <br />s <br /> <br />D <br />o <br />c <br />u <br />m <br />e <br />n <br />t <br /> <br />i <br />s <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 />o <br />f <br /> <br />Y <br />E <br />N <br />N <br />Y <br /> <br />N <br />G <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />S <br />, <br /> <br />I <br />N <br />C <br />. <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 />CO <br />P <br />Y <br />R <br />I <br />G <br />H <br />T <br />C <br />AR <br />C <br />H <br />I <br />T <br />E <br />C <br />T <br />S <br />15 <br />2 <br />4 <br /> <br />B <br />r <br />o <br />o <br />k <br />h <br />o <br />l <br />l <br />o <br />w <br /> <br />D <br />r <br />i <br />v <br />e <br />, <br /> <br />S <br />u <br />i <br />t <br />e <br /> <br />6 <br />Sa <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />, <br /> <br />C <br />A <br />. <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />71 <br />4 <br />- <br />4 <br />2 <br />6 <br />- <br />2 <br />9 <br />2 <br />0 <br /> <br />T <br />. <br />ww <br />w <br />. <br />y <br />n <br />g <br />a <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />s <br />. <br />c <br />o <br />m <br />R <br />U.S. GREEN BU <br />I <br />LDING COUNC I L <br />MEM <br />B <br />ER <br />S202 <br />C <br />Y <br />NG <br />TE <br />G <br />LK <br />N <br />Ex <br />p <br />. <br />0 <br />3 <br />- <br />3 <br />1 <br />- <br />2 <br />6 <br />No <br />. <br /> <br />3 <br />8 <br />2 <br />1 <br />I REG <br />AS <br />S <br />N REE <br />E L <br />I <br />E <br />AC <br />F <br />EO <br />TA <br />F <br />LI <br />OR <br />T <br />RU <br />TS <br />C <br />ST <br />AI <br />ARU <br />N <br />SS U <br />FO O <br />RP <br />E <br />RDE <br />NOI <br />ALE <br />RO <br />O <br />F <br /> <br />P <br />L <br />A <br />N <br />21 <br />0 <br /> <br />W <br /> <br />1 <br />9 <br />T <br />H <br /> <br />S <br />T <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 />6 <br />SHEET NOTES <br />1.SEE SHEET S100 MATERIAL SPECIFICATIONS & NOTES. <br />2.ROOF DIAPHRAGM TO BE 15/32" PLYWOOD "SHEATHING GRADES, C-C, <br />C-D" (PANEL INDEX 32/16) PS1-95 W/10d COMMON NAILS @6/6/12. <br />3.PROVIDE 4x WIDTH OF BEAM POST OF EQUIVALENT MULTI STUDS UNDER <br />THE ALL BEAMS. <br />4.FASTENERS FOR WOOD STRUCTURAL PANEL SHEATHING ON SHEAR <br />WALLS AND DIAPHRAGMS SHALL BE COMMON NAILS WITH FULL HEADS <br />UNLESS OTHERWISE APPROVED. <br />5.ALL HEADERS. SEE DETAIL 5/S110. <br />6.ALL NON BEARING PARTITIONS. SEE DETAIL 6/S110. <br />7.TYP. DBL. TOP PLATE SPLICES. SEE DETAIL 4/S110. <br />8.TYP. HANGER SCHEDULE. SEE DEATIL 7/S110. <br />9.PROVIDE 10d BOUNDARY NAILS AT THE PERIMETER OF BUILDING. <br />6.ALL STRUCTURAL STUDS TO BE 2x6 @16"O.C. FOR EXTERIOR WALL & 2x4 <br />@16"O.C. FOR INTERIOR WALL. <br />7.ABOVE TOP OF PLATE HIGH, ALL TRIANGULAR OR RECTANGULAR <br />PORTION SHOULD FOLLOW SHEAR WALL "A" SHOWN IN SCHEDULE. <br />PLAN LEGEND <br />SYMBOL DESCRIPTION <br />3x FRAMING MEMBERS AT SILL PLATE AND BEHIND <br />INDICATES SHEAR WALL. SEE SHEAR WALL SCHEDULE. <br />VERTICAL OR HORIZONTAL PANEL EDGES W/MIN. 1/2" <br />EDGE NAIL DISTANCE. <br />INDICATES SIMPSON STRAP < D/3 > U.N.O. SEE DETAIL 4/S110 <br />INDICATES CEILING JOIST. STORAGE AREA SEE ARCH DWG. <br />INDICATES CALIFORNIA ROOF AREA SEE DETAIL 6/S310 <br />WOOD COLUMN SCHEDULE <br />WOOD COL. SIZE CONNECTION DETAILWOOD COL. TYPE <br />4x6 #1C46 <br />4x4 #1C44 [ONE-LEVEL] <br />SEE DETAILS 2/S111 <br />SHEAR WALL INFO. <br />SEE SHEAR WALL <br />SHEAR WALL LENGTH INFO. <br />SCHEDULE INDICATES HOLDOWN SIZE. <br />SEE DETAILS 5/S110 <br />INDICATES HOLDOWN <br />FROM ABOVE. <br />SEE DETAILS 5/S110 <br />b. MIN. 1/2" EDGE NAIL DISTANCE AT PANEL END AND EDGE. <br />** NOTES : <br />c. NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED 2" O.C. <br />f. ALLOWABLE SHEAR VALUES ARE PERMITTED TO BE INCREASED 40 PERCENT <br />g. 1/4"Ø & 3/8"Ø LAG SCREW SHALL BE INSTALLED WITH STAGGERED. <br />a. 3x FRAMING MEMBERS AT THE SILL PLATE AND <br />d. SQUARE PLATE WASHERS SHALL BE USED WITH ALL ANCHOR BOLT. <br />e. 10d COMMON NAILS SHOULD BE WITH FULL HEADS. <br />5/8"Ø BOLT - MIN. 3"x3"x1/4" (2x4 STUD) <br />MIN. 3"x4 1/2"x1/4" (2x6 STUD) <br />FOR WIND DESIGN. (2306.3) <br />(TYP. ALL SHEAR WALL) <br />ALL PANEL BOUNDARY MEMBERS. <br />INDICATES 2x4 #2 R.R. FOR DORMER U.N.O. SEE DETAIL <br />INDICATES 4x BLOCKING <br />INDICATES MEMBERS SHOULD LOCATED AT SAME LINE. <br />09/25/24 <br />KK <br />SCALE : 1/4"=1'-0" <br />ROOF PLAN 01 <br />SHEAR WALL SCHEDULE <br />FLOOR TO FLOOR CONCRETE <br />SILL ATTACHMENT <br />@12" O.C. <br />TABLE 4.2A> <br />@10" O.C. <br />@8" O.C. <br />@6" O.C. <br />A <br />MI <br />N <br />. <br /> <br />2 <br />" <br /> <br />P <br />E <br />N <br />E <br />T <br />R <br />A <br />T <br />I <br />O <br />N <br />5/ <br />8 <br />" <br />Ø <br /> <br /> <br />A <br />. <br /> <br />B <br />. <br />SIMPSON <br />A35 TIE <br />OR LTP5 <br />@32" O.C. <br />@24" O.C. <br />@18" O.C. <br />@12" O.C.@3" O.C. <br />STAG. <br />@8" O.C. <br />@5" O.C. <br />@4" O.C. <br />1/ <br />4 <br />" <br />Ø <br /> <br />L <br />A <br />G <br />- <br />S <br />C <br />R <br />E <br />W <br />ALLOW. <br />SHEAR <br />(PLF) <br />340 <br />510 <br />665 <br />870 <br />@6/12 <br />@4/12 <br />@3/12 <br />@2/12 <br />MATERIAL <br />/ DESCRIPTIONTYPE <br />B <br />C <br />D <br /><AWC-SDPWS-2021. <br />W/ <br />1 <br />0 <br />d <br /> <br />C <br />O <br />M <br />M <br />O <br />N <br /> <br />N <br />A <br />I <br />L <br />S <br />15 <br />/ <br />3 <br />2 <br />" <br /> <br />A <br />P <br />A <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br />- <br />1 <br />(O <br />R <br /> <br />O <br />S <br />B <br /> <br />E <br />Q <br />. <br />) <br />INDICATES FUTURE SOLAR PANEL AREA. <br />12356743A3.B <br />A <br />B1 <br />B <br />E <br />D <br />C <br />210 W 19th St <br />4/14/2025