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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 />S201 <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 />2N <br />D <br /> <br />F <br />L <br />O <br />O <br />R <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 & FLOOR FRAMING 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.FLOOR DIAPHRAGM TO BE 19/32" PLYWOOD (PANEL INDEX 40/20) <br />"SHEATHING GRADES" W/10d COMMON NAILS @6/6/10 BLOCKED. <br />4.PROVIDE 4x WIDTH OF BEAM POST OF EQUIVALENT MULTI STUDS UNDER <br />THE ALL BEAMS. <br />5.FASTENERS FOR WOOD STRUCTURAL PANEL SHEATHING ON SHEAR <br />WALLS AND DIAPHRAGMS SHALL BE COMMON NAILS WITH FULL HEADS <br />UNLESS OTHERWISE APPROVED. <br />6.ALL STRUCTURAL STUDS TO BE 2x6 @16"O.C. FOR EXTERIOR WALL & 2x4 <br />@16"O.C. FOR INTERIOR WALL. <br />7.ALL EXTERIOR & INTERIOR HEADERS. SEE SCHEDULE 5/S110. <br />8.ALL NON BEARING PARTITIONS TO BE 2x4 STUDS @16"O.C. U.N.O. <br />SEE CONNECTION DETAIL 6/S110. <br />9.TYP. DBL. TOP PLATE SPLICES. SEE DETAIL 4/S110. <br />10.TYP. HANGER SCHEDULE. SEE DETAIL 7/S110. <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 >. SEE DETAIL 4/S110 <br />WOOD COLUMN SCHEDULE <br />WOOD COL. SIZE CONNECTION DETAILWOOD COL. TYPE <br />4x6 #1C46 <br />4x4 #1C44 <br />[ONE-LEVEL]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 4x BLOCKING <br />[MULTI-LEVEL]SEE DETAILS 3/S111 <br />C66 6x6 #1 <br />11/07/24 <br />KK <br />SCALE : 1/4"=1'-0" <br />2ND FLOOR PLAN 01 <br />DN <br />DN <br />1235674 <br />A <br />B1 <br />B <br />E <br />D <br />C <br />3A4.A 3B <br />210 W 19th St <br />4/14/2025