Laserfiche WebLink
B.b B.c B.d B.e B.f B.g <br />z <br />Q <br />J <br />a <br />J <br />J <br />Q <br />w <br />2 <br />U) <br />z <br />U) <br />m <br />0 <br />J <br />m <br />w <br />z <br />O <br />Z) <br />O <br />LL <br />z <br />Lu <br />J <br />LL <br />❑■ <br />C <br />❑■ <br />❑■ <br />B., <br />❑❑ <br />c' <br />❑■ <br />0 <br />❑❑ <br />❑� <br />SHEARWALL NOTES: <br />i u ❑� <br />1. X INDICATES SHEARWALL ON SPECIFIED FLOOR. <br />REFER TO SCHEDULE ON THIS SHEET FOR <br />o REQUIREMENTS. <br />o - <br />N <br />N Q <br />3.19 3.10 3.10 3.19 2. A.XX INDICATES HOEDOWN SYSTEM. REFER TO THIS SHEET FOR REQUIREMENTS. <br />A_ REFERS TO HOEDOWN SCHEDULE ON THIS SHEET. <br />_ ¢ XX REFERS TO ANCHORAGE DETAIL NUMBER ON SHEET S12. <br />El <br />3. A.XX INDICATES HOEDOWN SYSTEM TO ALIGN WITH END OF WALL AT L2. REFER <br />3.19 3.10 <br />F-11 <br />TO ANCHORAGE DETAILS ON SHEET S12. <br />N UEl o � 4. CMST INDICATES WINDOW STRAP PER SCHEDULE ON THIS SHEET AND INSTALLED <br />N o Y' PER DETAIL 5/S12 <br />L <br />B 5. CMST* INDICATES ADDITIONAL CS16 STRAP ADJACENT TO WINDOW STRAP ON L2 AND <br />Q Q L3 AND INSTALLED PER DETAIL 5/S12 <br />.15 <br />Q � I ❑❑ <br />1.15 B 1.15 0 <br />i 'i <br />LEVEL 2 SHEARWALL PLAN <br />NORTH <br />SCALE 1/8" = 1'-0" <br />1u ❑❑ <br />❑■ <br />❑■ <br />❑■ <br />e.a <br />FLOOR FRAMING ABOVE <br />WHERE OCCURS <br />STRAP HOLDOWN ABOVE WHERE REQ'D BTM SILL NAILING Q d <br />STACK HOLDOWN STUDS <br />LAP CORNER PLATES <br />W/ (5)1Od NAIL DOUBLE STUDS TOGETHER <br />TOP PLATE CONNECTION IW/ 2-ROWS 16d AT 6" O.C. <br />INTERMEDIATE STUDS PER PLAN ---.--:ABUTTING PANEL EDGES <br />PANEL EDGE NAILING ALL PANEL EDGES TO OCCUR <br />AT EA HOEDOWN STUD OVER STUDS, PLATES, RIMS, <br />MULTIPLE STUDS AT HOLDOWN OR HORIZONTAL BLKG <br />PER SPECIFIC HOLDOWN DETAIL <br />CONTINUOUS TO TOP PLATE BOTTOM SILL PLATE CONNECTION <br />® ® NAILING OR ANCHOR BOLTS <br />4" SQ MAXIMUM PENETRATIONS 8'-0" SPACING MIN <br />ANCHOR HOLDOWN WHERE REQ'D LARGER PENETRATIONS ARE NOT ALLOWED <br />PER PLAN WITHOUT ENGINEERS REVIEW. <br />INTERMEDIATE SUPPORT NAILING <br />SHEARWALL SHEATHING AT 12" O.C. MINIMUM <br />HORIZONTAL OR VERTICAL 1Y" MIN PENETRATION INTO STUD <br />PANEL ORIENTATION PANEL EDGE NAILING <br />1%" MIN PENETRATION INTO STUD <br />sW WOOD SHEARWALL FRAMING DETAIL <br />SCALE: N.T.S. <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 />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 />4"x3" SQ. <br />23 <br />16 <br />10 <br />5 <br />2 <br />2 <br />1 "0 A307 <br />4"x3" SQ. <br />17 <br />12 <br />8 <br />4 <br />- <br />3 <br />%" O A307 <br />4"x3" SQ. <br />10 <br />6 <br />3 <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 <br />EDGE <br />NAILING <br />PANEL EDGE STUDS <br />TOP PLATE <br />BTM SILL PLATE <br />O <br />A. BOLT <br />L6 <br />1%2" SHEATHING <br />ONE SIDE <br />10d <br />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" SHEATHING <br />ONE SIDE <br />10d <br />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 />1%2" SHEATHING <br />ONE SIDE <br />10d <br />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" SHEATHING <br />ONE SIDE <br />10d <br />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 />1 32" SHEATHING <br />ONE SIDE <br />10d <br />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" SHEATHING <br />ONE SIDE <br />10d <br />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" SHEATHING <br />ONE SIDE <br />10d <br />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" SHEATHING <br />ONE SIDE <br />10d <br />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" SHEATHING <br />ONE SIDE <br />10d <br />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%2" SHEATHING <br />ONE SIDE <br />10d <br />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" SHEATHING <br />ONE SIDE <br />10d <br />AT 6" <br />O.C. <br />2x <br />LTP4 AT 24" <br />O.C. <br />16d AT 6" O.C. <br />KEY PLAN <br />NORTH <br />9706 4th Avenue NE <br />Suite 300 <br />Seattle, WA 98115 <br />P: 206.523.0024 <br />F: 206.523.1012 <br />www.dcgengr.com <br />SC� <br />OF WAS&I <br />coy <br />4 il'- 4�1 <br />,P 37334 t„ <br />10c ., ) URAL <br />S/ <br />STAMP <br />Z <br />0 <br />.€ <br />a- <br />LU <br />rnW <br />`-E <br />a <br />V <br />w <br />>> <br />z <br />omw <br />a <br />o <br />� <br />o <br />ViwN <br />N <br />~ <br />o <br />F <br />p <br />o <br />LU <br />N) <br />z <br />a <br />d <br />c <br />C <br />d <br />11 <br />LU <br />W <br />w <br />W <br />M <br />z <br />o <br />W <br />1 <br />w <br />w <br />U3 <br />w <br />0 <br />� <br />W <br />0 <br />z <br />W <br />A, <br />z <br />W <br />o <br />�Z <br />=W <br />E< <br />t <br />r¢ <br />IDr <br />EZ <br />3- <br />0z <br />Q`L <br />cr) <br />Cl04 o <br />I <br />y <br />(D 00 <br />m <br />F-U3 <br />L <br />�� <br />o <br />00 <br />W C <br />N <br />�® <br />o <br />00 W <br />+= <br />Z <br />a <br />a <br />0 <br />U J N <br />N <br />0 <br />w <br />v <br />w <br />a ¢ <br />�W <br />¢ <br />WUZ <br />OF- <br />w <br />z o m <br />�� <br />LU <br />LL <br />U) <br />O li O'D m <br />F- <br />PROJECT #: 1827 <br />DRAWN BY: TF/BV/JH <br />CHECKED BY: MS/EM <br />SHEARWALL <br />PLAN <br />S5N <br />