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J <br />a <br />J <br />J <br />Q <br />Q <br />W <br />2 <br />U) <br />(n <br />m <br />0 <br />J <br />m <br />W <br />z <br />0Y <br />O <br />tY <br />O <br />LL <br />z <br />Lu <br />J <br />LL <br />J <br />B.3 <br />B.a °Q L <br />cr) <br />I ❑❑ � I <br />B.4 - - - - - - - - - - -I - - c <br />B.5 - <br />❑❑ <br />O <br />N <br />I <br />N <br />O <br />I <br />+ - - - - <br />- - - - - - - <br />L <br />L <br />EL <br />m <br />I <br />I <br />I <br />o <br />0 <br />2.13 2.13 <br />I <br />2.13 <br />2.1 <br />2.13 <br />I N I <br />2.10 <br />I <br />2.10 <br />cv <br />I <br />cV <br />2.10 2.10 <br />2.10 2.10 <br />MST q <br />MST q <br />CMST* q l <br />CMST* q <br />CMST* q CM <br />B.a <br />B.b <br />B.c <br />B.d I I <br />I <br />KEY PLAN <br />SOUTH <br />LEVEL 2 SHEARWALL PLAN <br />SOUTH <br />SCALE 1/8" = 1'-0" <br />SHEARWALL <br />SCHEDULE <br />RIM <br />CONNECTION <br />CONCRETE/SILL <br />PLATE CONNECTION <br />WOOD FLOOR <br />MARK <br />LEVEL <br />WOOD STRUCTURAL <br />PANELS <br />PANEL EDGE <br />NAILING <br />PANEL EDGE STUDS <br />TOP PLATE <br />BTM SILL PLATE <br />O <br />A. BOLT <br />L6 <br />1%2" <br />SHEATHING <br />ONE SIDE <br />10d AT 6" <br />O.C. <br />2x <br />LTP4 AT 24" <br />O.C. <br />16d AT 6" O.C. <br />L5 <br />1%2" <br />SHEATHING <br />ONE SIDE <br />10d AT 4" <br />O.C. <br />2-2x <br />---- <br />LTP4 AT 16" <br />O.C. <br />16d AT 4" O.C. <br />A <br />L4 <br />'%2" <br />SHEATHING <br />ONE SIDE <br />10d AT 3" <br />O.C. <br />2-2x <br />---- <br />LTP4 AT 12" <br />O.C. <br />2—ROWS 16d AT 6" O.C. <br />INTO WIDE RIM/BEAM <br />L3 <br />1%2" <br />SHEATHING <br />ONE SIDE <br />10d AT 2" <br />O.C. <br />2-2x <br />---- <br />LTP4 AT 8" <br />O.C. <br />2—ROWS 16d AT 4" O.C. <br />INTO WIDE RIM/BEAM <br />L2 <br />I%32" <br />SHEATHING <br />ONE SIDE <br />10d AT 2" <br />O.C. <br />2-2x <br />16" O.C. <br />IN 2x PLATE <br />LTP4 AT 8" <br />O.C. <br />---- <br />L6 <br />1%2" <br />SHEATHING <br />ONE SIDE <br />10d AT 6" <br />O.C. <br />2x <br />---- <br />LTP4 AT 24" <br />O.C. <br />16d AT 6" O.C. <br />L5 <br />1%2" <br />SHEATHING <br />ONE SIDE <br />10d AT 4" <br />O.C. <br />2-2x <br />---- <br />LTP4 AT 16" <br />O.C. <br />16d AT 4" O.C. <br />B <br />L4 <br />1%2" <br />SHEATHING <br />ONE SIDE <br />10d AT 2" <br />O.C. <br />2-2x <br />---- <br />LTP4 AT 12" <br />O.C. <br />2—ROWS 16d AT 6" O.C. <br />INTO WIDE RIM/BEAM <br />L3 <br />1%2" <br />SHEATHING <br />ONE SIDE <br />10d AT 2" <br />O.C. <br />2-2x <br />---- <br />LTP4 AT 8" <br />O.C. <br />2—ROWS 16d AT 4" O.C. <br />INTO WIDE RIM/BEAM <br />L2 <br />'?132" <br />SHEATHING <br />ONE SIDE <br />10d AT 2" <br />O.C. <br />2-2x <br />16" O.C. <br />IN 2x PLATE <br />LTP4 AT 8" <br />O.C. <br />---- <br />6 <br />L2 <br />'%2" <br />SHEATHING <br />ONE SIDE <br />10d AT 6" <br />O.C. <br />2x <br />LTP4 AT 24" <br />O.C. <br />16d AT 6" O.C. <br />0 <br />LEVEL 2 <br />REC BLDG <br />SHEARWALL PLAN <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />N I <br />I <br />I <br />I <br />0 <br />STRAP HOLDOWN ABOVE WHERE REQ'D <br />STACK HOLDOWN STUDS <br />TOP PLATE CONNECTIOI <br />11►11�:7i/1�171.�1>L9lIDLy»;a�I:1► <br />PANEL EDGE NAILING - <br />AT EA HOLDOWN STUD <br />MULTIPLE STUDS AT HOLDOWN <br />PER SPECIFIC HOLDOWN DETAIL <br />CONTINUOUS TO TOP PLATE <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />� <br />I <br />-------------------------A <br />----------------------6---------------------�— <br />rS���I���1111��-'������ <br />\7X/ INDICATES SHEARWALL ON SPECIFIED FLOOR. <br />= REFER TO SCHEDULE ON THIS SHEET FOR <br />REQUIREMENTS. <br />2. A.XX INDICATES HOLDOWN SYSTEM. REFER TO THIS SHEET FOR REQUIREMENTS. <br />A_ REFERS TO HOLDOWN SCHEDULE ON THIS SHEET. <br />XX REFERS TO ANCHORAGE DETAIL NUMBER ON SHEET S12. <br />3. A.XX INDICATES HOLDOWN SYSTEM TO ALIGN WITH END OF WALL AT L2. REFER <br />TO ANCHORAGE DETAILS ON SHEET S12. <br />4. CMST INDICATES WINDOW STRAP PER SCHEDULE ON THIS SHEET AND INSTALLED <br />PER DETAIL 5/S12 <br />5. CMST* INDICATES ADDITIONAL CS16 STRAP ADJACENT TO WINDOW STRAP ON L2 AND <br />L3 AND INSTALLED PER DETAIL 5/S12 <br />HOLDOWN SCHEDULE <br />HOLDOWN LOAD REQUIREMENTS (KIPS) <br />MARK <br />ANCHOR BOLT <br />ANCHOR PLATE WASHER <br />L2 <br />L3 <br />L4 <br />L5 <br />L6 <br />1 <br />1"0 A325 <br />%"x3" SQ. <br />23 <br />16 <br />10 <br />5 <br />2 <br />2 <br />1"0 A307 <br />%"x3" SQ. <br />17 <br />12 <br />8 <br />4 <br />— <br />3 <br />%" O A307 <br />%"x3" SQ. <br />10 <br />6 <br />3 <br />ANCHOR HOLDOWN WHERE REQ"D— <br />PER PLAN <br />SHEARWALL SHEATHING <br />HORIZONTAL OR VERTICAL <br />PANEL ORIENTATION <br />()OD CDAfM10 ADOL/C <br />JU NAIL DOUBLE STUDS TOGETHER <br />W/ 2-ROWS 16d AT 6" O.C. <br />ABUTTING PANEL EDGES <br />ALL PANEL EDGES TO OCCUR <br />OVER STUDS, PLATES, RIMS, <br />OR HORIZONTAL BLKG <br />BOTTOM SILL PLATE CONNECTION <br />® NAILING OR ANCHOR BOLTS <br />4" SQ MAXIMUM PENETRATIONS 8'-0" SPACING MIN <br />LARGER PENETRATIONS ARE NOT ALLOWED <br />WITHOUT ENGINEERS REVIEW. <br />INTERMEDIATE SUPPORT NAILING <br />AT 12" O.C. MINIMUM <br />1Y" MIN PENETRATION INTO STUD <br />PANEL EDGE NAILING <br />1%" MIN PENETRATION INTO STUD <br />WOOD SHEARWALL FRAMING DETAIL <br />SCALE: N.T.S. <br />STRAP SCHEDULE <br />LEVEL <br />COILED STRAP <br />L6 <br />CMSTC16 <br />L5 <br />CMSTC16 <br />L4 <br />CMST14 <br />L3 <br />CMST12 <br />L2 <br />CMST12 <br />9706 4th Avenue NE <br />Suite 300 <br />Seattle, WA 98115 <br />P: 206.523.0024 <br />F: 206.523.1012 <br />www.dogengr.com <br />'V1 C SCI <br />6F WAS/y/ <br />�P �y� <br />,P 37334 t� <br />�0X' Q ORAL <br />.S/ <br />STAMP <br />z <br />O <br />•_ <br />IL <br />a � <br />LU <br />rn <br />v E <br />v <br />W <br />Zomw <br />Q <br />o <br />o <br />ui <br />LU <br />N <br />Q <br />O <br />F <br />0 <br />O <br />LU <br />C <br />c. <br />d <br />C <br />d <br /><Q <br />wW <br />2 <br />w <br />w <br />� <br />2 <br />0 <br />w <br />Z) <br />y <br />*+ <br />w <br />0 <br />= <br />Z <br />W <br />A+ <br />z <br />W <br />o <br />�W <br />� W <br />Ecc <br />r¢ <br />F- <br />�cj <br />EZ <br />Cg - <br />z <br />Q <br />cr)`L <br />Clo <br />9 <br />y <br />�� <br />m <br />�U3 <br />O <br />0: z <br />La <br />LU0 <br />� <br />N <br />�p <br />Cq <br />Q <br />co W <br />Z <br />w <br />w <br />a <br />O <br />we <br />w <br />_UJ0 <br />I cz <br />LU <br />oC <br />a E :E ¢ <br />ID oo <br />�W <br />z <br />LU <br />¢ <br />WUZ <br />�c~i <br />W <br />Z o m <br />Nw <br />LL <br />w <br />O li O� m <br />F- a <br />PROJECT #: 1827 <br />DRAWN BY: TF/BV/JH <br />CHECKED BY: MS/EM <br />SHEARWALL <br />PLAN <br />S5S <br />