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2018 1 BC/SDFWS 2015 - Shear Wall Schedule <br /> 7/16"OSB; 0.131"4) Nails; SPF or HP Studs(0 16"oc <br /> —----------- —----- <br /> Table 4.3A Nominal Unit Shear Capacities for Wood-Framo Shear Walloul,11.7 <br /> od-b Woased Panels" <br /> ............. ........... .............. ...... <br /> ............ <br /> 69$MIC <br /> WIND <br /> Panel Ugat FnIbirmir spodw(in.) <br /> Norol-I P...tmdm 8$i —-no, in Framing T" n ----------- <br /> 4 3 <br /> G V. IR. V. V. V. <br /> (pin 4hipshm) JFM 411ilpam) 1(PH) fkJP5fi13-) (Pin OW—) (FM WO 00 <br /> Neul ow PLY MR PLY con PLY ass PLY <br /> ostvarhed boxy <br /> Ynsaa i iAM ADD 12 10 am III is 1102P 35 22 5m 640 logo _11�39 <br /> SMAMM OD 19 14 M 24 17 20 1220 43 24 $45 MO 1290 1710 <br /> 720 Ef Is T= I. 340 4D V 7115 1105 1416 IBIS <br /> SID is 13 <br /> TIIEP <br /> 118 14 17 1400 37 2s 785 t2n ISO NX5 <br /> IW2 No 14 11 am IIDO 24 <br /> isw <br /> I(IM 28 {30IBM 2435 <br /> —ar7fri­w— I R <br /> Uo <br /> 6d <br /> 40D 11 8.5 ts <br /> 1-1/4 7 560 940 ICMQ 14a0 <br /> 3M ! 11 MD 2D 1121 I= 32 1 <br /> i ............. .......................... 40 17 <br /> 3, <br /> '0 Vo 1250 104U <br /> 42 21 <br /> Vis -36 Od Aso IS II M 22 14 1 "D 28 17 <br /> paw <br /> 520 it 10 13 1 MD 26 16 t 190 IM 1370 Van <br /> i2m" 37 III IUD $70 <br /> Ism i.V2 106 W 10 13 1 IM Z id IqX M to 1740 46 22 M 143D 1M 2435 <br /> Gd 290 13 423 iU SSE) 17 I720 21 390 500 7T6 Wo <br /> gig ,1r6 4d Aso Sb 620 20 ee0 Y2 4j BR z 8-M 1111 <br /> W topurAn or IN 4 <br /> ShwWra I W, is 1 M 22 316 W 645 940 <br /> (M.ST"MM ------ <br /> 411110 2 1 M ;C3 5 5x 07�? i ON <br /> i 116e Ord <br /> 2W It I 42D 20 540 .. ........... 755 M-2,erkerior U2.... F770 nNO IM <br /> 42 1 --------- _40-d —3 .......:2�1 JIM --ff w 24 <br /> 47000 11 610 25 I_M 24 104D W5 1105 <br /> raltriftop) '130 <br /> (0,12r $40 4.9 S70 475 045 <br /> .1 <br /> 2UM 1199 gat'roolvlanaRMAXY 4.0 460 SS M 473 045 ?SD <br /> i-ard,Wm X am'hw) L�_ —I— L <br /> I.Nominal—h Ifteer-plciii."ll ht aqtd be­d—t hN A 3-5 In,d,le--ASD.il...bk­11 xhot mpictiy-d LUL)fae­d-it Fe genera[ta—ratetim mqW..mm—4 3 t.Fat <br /> Ipredic mquireral"Is.set 4.3.7.I fee wood oftrucatIM)PATMI shear WAUs.4.3.7-1 for parKieooxrd&hear walts,nail4.3.7-1 for 11buboard shear walls.SSecApywdlx A for eon martad box ail duramioa& <br /> 1� <br /> 2.5be—"'ptnaRted tube imfelIed to%qshym thrown[m 15131 Ina(elmadmi)dkwth4 with R�raffics Provided(s)s1D&Ore V2ead a maxinnam Gf]6 inches Ox COMr,Or(h)P&W -m0WWwkt1lMR <br /> atrtns puds. W" city by dir <br /> 3 pot ape ins&nd grWworlexatingtahet Pi= Shear upwiliashill bvdanniniDW by motriplyint;the tabulatednotniftal moil IN P. <br /> 4.Apparent sheaf R,1914%,thbe nrfa6riCntlern Sad pan•.1 n itirtass unites fan shear watts consUvclerl wnh either s1SB <br /> -3-F,ly plywood pnh.Wbo.414y__5.ply plywolad poarU wcorap-at pooch are mnk 13, ,duel"IlIc pnOitfodLu lac railloUrdby 1.2. <br /> 6.WhMpand"are applied M both bus <br /> of M."wall and nail q%cjD4 alfts,own 61*ncewwmeidmrFift,pmljetmijh4l)b..ff4d to <br /> width of dut nailed face of ftntlitl;=nbell;still be 31 rmroingl of immarot adjoining panel edges;and"its It all ponet edges shall be luggircrL <br /> 7.Cowhftized nals She)be W-diftittri Or ambled. <br /> I Reduction Factor=2 <br /> 2. 16"oc studs-use values for 15/32 <br /> 3, G=0.42(SFF or Hern, Fir)...Adjustment Factor [I-(D.5-0.42)]=0.92 <br /> ci <br /> PI-6 y 1 V/12"oc 2X 2X 240-plf 194-pit 335-Plt 272-plf <br /> ?1-4 Ay 1 s 4"/12"OC 2x 2X 350-131f 284-pif 490-pif 398-pif <br /> F`1_3 y 1 Y/12"oc 2-2X 2X 450-plf 366-Plf I 630-Of 5 1 2-plf <br /> PI-2 y 1 2"12"oc 2-2X I 2X 590-Plf I 478-Pif 820-Pif 669-plf <br /> P2-4 y 2 2-2X 3X 700-ptf 568-pit 980-pir I 796-Pif <br /> ea.sIde <br /> 3n/12n oc, <br /> P2-3 2 2-2X 3X 1 900-Plf 733-P1f 1260-pff 1024-pif <br /> ea.side <br /> 2"/12"GC, <br /> 1 P2-2 y 2 1640-pif 1338-plf <br /> ea.side usrameksI I <br /> L3.2 <br />