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2018 IBC/SDPWS 2015 -Shear Wall Schedule <br />7/16"OSB; 0.131 "(p Nails; SPF or HF Studs L 16"oc <br />Table 4.3A Nominal Unit Shear Capacities for Wood -frame Shear Walls�,,rT <br />Wootl-basetl Panels" <br />_ <br />A <br />SEISMIC <br />a <br />WIND <br />I <br />( <br />Shea91N <br />Minimum <br />Nominal <br />JF-1._Z <br />Fulmer <br />Pant 819a Fulanm Spacilg (in.) <br />Pene1 Fumnef <br />Ed9° <br />aoln <br />Me2rialg <br />Pantl <br />Type S Slae <br />6 <br />4 <br />3 2 <br />6 <br />3- <br />2 <br />ickn•aa <br />v, G. <br />g G, <br />vG.(in.J <br />(PIQ (hipa6n.) <br />(PH) W"Im.) <br />(al) (WPiurv) <br />(Pin (aiP>rirvJ <br />(on) <br />(Wq <br />(Plf) <br />(Piq <br />NNllmmmnn of <br />galvanised bax) <br />OSB pLY <br />OSB PLY <br />OS9 PLV <br />Ow PLY <br />WO4n <br />Smobars <br />5b6 <br />t-1/4 <br />Ed <br />a9G 13 is <br />$W 18 t3 <br />7w 23 16 <br />1020 35 22 <br />586 <br />040 <br />1990 <br />t<36 <br />Pnn¢1c- <br />Pail-1 <br />460 19 14 <br />24tT <br />0 20 20 <br />t220 43 24 <br />$45 <br />t010 <br />t290 <br />1 1710 <br />Sdu[Nel f'0 <br />7116r <br />1+}b <br />]d <br />Sl9 16 t2 <br />no <br />T921 16 <br />ID10 27 19 <br />t3x0 40 2< <br />T15 <br />t105 <br />Wt5 <br />11875 <br />1532 <br />560 t< 11 <br />aw 16 14 <br />1100 2a IT <br />146D 3] 23 <br />T85 <br />1205 <br />tw <br />120<5 <br />15M <br />1-tR <br />1w <br />6b2 22 16 <br />1 1. S 20 <br />1330 36 YL <br />1 1740 St n <br />950 <br />l 1430 <br />J IBM <br />t 2435 " <br />L16 <br />1-1/4 <br />360 13 9.5 <br />54D 18 12 <br />TW 24 1a <br />no <br />]T t6 <br />505 <br />T55 <br />9°A <br />I 1260 <br />WPDd -...apG <br />11 3.5 <br />$00 t5 12 <br />20 t3 <br />100 32 9 <br />02 <br />X0 <br />040 <br />t090 <br />1 I. <br />AM11l61 <br />316 <br />t=Bd <br />d40 f] l2 <br />S40 25 15 <br />B20 31 ]T <br />1w0 45 2L <br />615 <br />on <br />tt50 <br />1485 <br />pa+nla_ <br />TIt6f <br />1.V6 <br /><60 15 tt <br />TW J1 V <br />No ll f] <br />1t)0 a2 2t <br />6>0 <br />sw <br />tno <br />1&0 <br />Shoahm,s,x <br />Is.Pd32 <br />52(1'- 13 10 <br />TgO. 19 13 <br />'Son 25 95 <br />1260`% ]9 2p <br />i30` <br />doss <br />IBM <br />1 17M <br />1-1rz <br />1pd <br />On22 t4 <br />g2C ?0 tT <br />t200 3T a6 <br />1540 52 23 <br />010 <br />1290 <br />1660 <br />j <br />l9w <br />860 Is t3 <br />1020 25 16 <br />tT.W 33 t6 <br />IT40 41 22 <br />9YJ <br />1430 <br />12155 <br />18W <br />2435 <br />PlynWd <br />wn'.aroabommirm" <br />g�lmg <br />Y16 <br />f-114 <br />E4 <br />283 t3 <br />420 t6 <br />550 t> <br />RO 21 <br />390 <br />590 <br />»0 <br />tOtG <br />3f8 <br />lard <br />6d <br />320 t! <br />400 10 <br />BA1 20 <br />on 22 <br />a50 <br />6>0 <br />BTO <br />tt56 <br />m <br />Wll lcammmf or <br />gahwacd bnx) <br />S�khl, <br />(MS'ENanvr <br />30 <br />6d <br />240 t5 <br />B. tI <br />460 t9 <br />6W 22 <br />335 <br />505 <br />645 <br />us <br />n <br />6d <br />260 15 <br />350 2D <br />4Tp 21 <br />63d0 2] <br />365 <br />530 <br />6fi <br />669 <br />award <br />M-2'Faledtt <br />Irz <br />2W 16 <br />420 to <br />340 22 <br />T06 24 <br />390 <br />5W <br />>55 <br />990 <br />1R <br />1W <br />on 21 <br />550 23 <br />>p 2q <br />92D 25 <br />520 <br />Tr0 <br />10t0 <br />1290 <br />(saes-( <br />BOB <br />am 2t <br />610 23 <br />>9v 24 <br />tw0 2$ <br />$pJ <br />655 <br />1- <br />11455 <br />) <br />w41ii <br />SavAwal <br />1R <br />no io'na(G. <br />119a. pAr. rvofn9 nahimod)0' <br />340 4.0 <br />46p 5A <br />520 55 <br /><TS <br />645 <br />T]0 <br />F2mbcaE <br />a1-1R'lorm xT(s6'tmad) <br />Sne2111bp <br />t1., Neg rn110920' <br />�` <br />. U314. <br />Lya'blg x32'M1eadt <br />340 4.0 <br />460 5.0 <br />52P 55 <br />eTi <br />645 <br />]3D <br />1. Nominal lmrtsbevmpacuia shall bcadjaasd m accardan¢with4.33 mdnermir2ASDalb•olleunitdmrrapacityand LSFDfaelmed vniea=irmnce. Fm genemlmonitmcl:vn requifemmrazma3.6. For, <br />ayecifie ammmma... 4.3.7.1 foxes maxml)pmdalmr woilx 43.7= farpaniemboud shares ,rod 43.93for fiberboard shoir walls Sm APPaodixA ror ninunon and box Nail dimwsiam. <br />2, Shcomm-pnmiabil brirnma Aso vWom,A,.lm l5/32mch(aoraimll s6ealhmg lvrd,mme voi4vg psovided(a)-Fords arc apaccdu nuavmm o1l6iochesva<rnlu,or@D PoommwSomticdwio In, <br />diarmom acorn sack <br />doxa Dvoglva-Fir-Lmchor S--,hors <br />5. NTm<mvmlm wnfaa Ofrk flaming is groxrl <br />6. WfiaePanelt arc opplid ovbmh faces a(N them <br />widN-f16e oiled fore-ffnrfs'vfg mmnbns ¢hail <br />T. GeivasdzM �a�sshail khDodippNorrvmbled. <br />1. Reduction Factor =2 <br />2. 16"oc studs- use values for 15/32 <br />3. G = 0.42 (SPF or Hem Fir)... Adjustment Factor = [1-(0.5-0.42)] = 0.?2 <br />tabWalW morainal avil ahem immoral, by thm <br />1cns F.w,r1all lmtbcgrmlcrihan I. <br />s forshna w,,H1 wnnwdnl w rh shim, GISd <br />pmlr shill be -fifes m fall an dlff. (ammg members as ah— baba.. Allmmalill, the <br />parch edg iJxrll be sm"m& <br />yrall <br />,+ , <br />3'Pe l <br />\ stint <br />v 3 <br />}eloeketl <br />v v�ge�lnter <br />\. �Aai} <br />t+3hea log <br />1latl <br />v31 cp2) <br />u t`v'Slf�e6 � <br />Spoung <br />v'e°Yv v1 l v <br />etilote <br />mF ail S1r,t i btkl r.A 5r.. <br />. I , to <br />framing <br />,A.`ii \ <br />t ? <br />dtll Wtate <br />i S 3, <br />t \`Selsmiel <br />v �apaCyl <br />�u� A <br />` Sefsmle <br />v,Cnpaelly <br />w...'I9yt13�L$'S„ <br />c\t tNmrlt t <br />iC`aPaptyr v <br />a�/YFi �li,.11mt�(✓ <br />9Ndnc , <br />h. <br />itapae75rat t <br />�'r��a t <br />© <br />• side®®�r <br />• <br />® <br />•g • <br />®) <br />ea. side <br />L3.2 <br />