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2018 IBC/SDPWS 2015 - Shear Null Schedule
<br /> 7/16"OSB; 0.131 "4 Nails; SPF of HF Studs LI 16"oc
<br /> "IM 4.3A Nominal Unit Shear capacities for Woad-Frame Shear WalISIAe'7
<br /> —.� Wood•bes43d F'anDls4
<br /> Mfnlmun SEISMIC
<br /> W1ND
<br /> MinimumFaaNnsr .'• .—_— _—_—.—....--••- .._....._.._._._.....---.._.._...1
<br /> Nominil prHtibeNon FsftenK PARMEd ehooloner6 pen41 sFa6teHler
<br /> 6f1sa1h01iI Y paN;trep(In.} �9
<br /> Mi14d1f Pet141 Eh 1=remhlQ Typ6 a tilsa ._....... s... ....`........_....... 73 _...._........ _..a �V.
<br /> Aadltyl
<br /> lh'sdcnsss M4mhsr IN _-...... _.._......__........ ...........
<br /> ._. ___.._.. .. .. ............ ..._. _..
<br /> (in.) RImmnp v. I2e V. Gs 1p is Vs Cis V. Y. V.
<br /> in. (P1q (kiPdln.j IN11 (►1prM.) (piQ {htpNin.) 1(piq (h)pvj(n.) (PN)i(idn IPNI Ip�
<br /> NMI(eswlewsl a On PLY W B PLY
<br /> Qs1YsNpdbax) p55 PLY 069 PLY
<br /> t
<br /> �4letaelr ele0_ .....__t•iM _e0p 13__..._.,_l0 ..aW_...__10__.._19..., ,__23...___le.. ...107A 95 a 600 No, 1000 1 .
<br /> 460 Tot4 120 24 17 920 Oo 20 i22a"•'44343........ 24 � 646 ...$Clio —im--Ittts
<br /> gip. 7)144 Idfb ad GIG to 41 700 21 16 1010 21 10 13W do 24 765 1105 Ills€707d
<br /> 1N32 1.1t?__...,.•_.•,_....::..:._....�.._�. NO 14 11 No Is 14 1100 24 67 1466 31 23 US 1205 15W:go
<br /> tad eo0 22 to 1020 20 go I33o 36 22 174 tit 72 050 1430 1�f 2465
<br /> aria 1.1f4 W Ho 13 0S 1e 12 700 1 000 37 16 6 7 5 M Ind31 ....._.. .400. Ih 6.6 am 16 _it 780 20_ 11 102d 32 17 50 140
<br /> 86•svlass ... r T_._._ __,...... ... ..... 440 17 12 440 96 - 16 am ..0f � 17 Iwo A5 27 BIB ..BOS Ito1/6S
<br /> 7l16s 1{36 ad 400 Is 11 "a ?t 14 O00 2$ 17 1170 42 21 Clio 010 12W 1W0
<br /> fiheallrsj'•r 1�2 _ t4 is 10 Too 0 $3 IAeO T5_ IS 12p0 __to 730 1005 fb70. IT211
<br /> 1002 02 I.W lad 620 22 14 30 17 i 37 m 10 IM o2 23 470 -i2P0�t660 21L5-
<br /> 8W l0 13 1020 26 to 170 33 16 1740, 46 22 050 ! wo! 1NO 2435
<br /> 7?�nvnt Noll 10e1vsn$idcalr o -
<br /> syJ•r0 H16 MA 6d 2e0 13 420 1t $50 17 M 21 .... 393 5f0 no two
<br /> 6y6 ad 520 16 410 10 00 20 M 22 4 r0 lip Iiw
<br /> W1a:.lowrd Hao(ramrrsw,ea
<br /> 5,'*Xft- Debsaldied bo.)
<br /> 04'sTAIdo' NA td 2t0 I�,,. .......�7..__ ,160 It 4a) _. — 335 F/S ew
<br /> --- ..... ._._. ..
<br /> Dve end 6d :to 16 000�.__ 20 440 21 1133 2'.1 36 � 630 Oro 060
<br /> M_ 1F .42.0 Zo 510 ,.,_r2 100 2�
<br /> 1.0
<br /> Ghsa7 iR t06 270 010
<br /> 91 650 27 __ >l0 24 020 R0..... 510 7 0 10 0 1 a
<br /> 400 is dt0 25 103 24 IWO 20 St: el! 1148 1433
<br /> H.N r0efvinued roo}7np)
<br /> 164u11ra, try it Os,pefr.ls'0F10 rail(0,120' S40 4.0 460 6.0 O70 Od L41
<br /> 641 230
<br /> So WhkV I1 W.p3H.roo6n011;d%.12D' 4A 460 06" 56 646 710
<br /> I.N"snte.l unitsheerupiriliet shall 6e adjwlod In oc-11— ASD.lk—bee uall.hnr ra»scity and Lltpbfimosnd Nr,i1nsiumm F0r9a,en1rone01et6nm4aimmcntsne4.3.e.Fa
<br /> sPOAC sf4Ui`aMM3.seei.17.1 rm wood NW:turil panel PtAt Wedis,4.3.7.2 for;wickboud shut 1u1Ls,on)4a]-3I,,fibuboud ebeaf Malls.Sea APPMAXA(of eorlmm,sod box Ball dmmsioas,
<br /> 2.$loan mapennhled lah4 wrrtftl4dw w0lutn theun laf Isr33 bch(uomi(al)1hezOlks uSfi mite salliegpolided(s)dude ua tparod Is rnazj L=of 16 tnitles 0s center,0r(b)psotls ate bPP W willl long
<br /> die lnnaerosssWL
<br /> 3.Farrpsi�*bad Fdu or fxonsep-mrbear.l1be,m DU-s,gh Ilh•Lacph a$90r1WIyl Pita,redUalcotw/il unt dhrer espillu shall br delemrlud by AsUltiplpilg ihr libutakd hombal boil 6sar cap by by Ic
<br /> 4.$
<br /> rrift.vltyAdlA lFadw- a W11aiturdsa from dtekD$(Tbbk12.3)A)- m 4aApvaem ahru sifinttsD on irk r-
<br /> nstf clip in frarmng u3el,0loitture ceu4�U Itt4lb+n a evlol>P WA sa limr of flbrkAiloa nad panel Mi(fnau vMUu forshta[Malls rM0Wtfd wilhelth3r OSD
<br /> arl•pfyplywnod pinfh,lS'l:ra 0.p1y sx S•ply pfyvoad lr aootttpOcile pueL arcwed,01 vahves ths11 be pv+nibnl In brnuWl d by1.2,
<br /> 3,Ivl ne meendm corttnt of lee fiamiAi is 2miur Ihtn Mot
<br /> dme 0f fatvircli2n Q valves sL1116a aw111p(ied b�6.5,
<br /> 6.Wl be PLMNrl we sppaed 00IsNh(Atli ore shear well add mil spteiei is jai IhIb 6"on emn m eldser side,psoel j0fnll$hill be otrtei$o fill on difTrrul bsail"t sdembrn as sown WM.Al rnmol ly,tea
<br /> wideb of dA stilled face orfists6y members shill be Y rAinlaal or boater 11 edjainlni pmd calm Nall mill still ptmI4dirs jUj be 111y;ered.
<br /> 7.Galviniredneils shill behol-d"of Iumb1W.
<br /> 1. Reduction Factor=.2
<br /> 2. 16"oe studs-use values for 15/32
<br /> 3, G T 0.42 OFF or Hem Fir[...Adjustment Factor=[1-10.5-0.42)J=0.92
<br /> ,lie c t fir:•II`sl l•j` if.lif f'1'I"flt'I -•'`�`�~ �" ��.�Y.11�[6 .
<br /> f�}1 If'1 <Y,I 4t}.)f� l ,f• l+till' ,j •1t-li
<br /> 1 11
<br /> �f'1 r, i'I'11E1i1i)IIIr 1'li'I)1 �� � `�`� '��•.,.�r,'`\��
<br /> Pt-6 Y 1 6"/12"oc 2x 2x 240 pl`f 194-pIf 335 Alf Y 272-pff
<br /> Pi-4 Y 1 41712"oc 2x 2x 350-pff 284•plf 490-pIf 398-pIf
<br /> .. _.Y ....,.w._..__.._._..._...__.._.____._._......... . _.......---__...__.
<br /> PI-3 Y 1 W/12"oc 2-2x 2x 450-pIf 366-pff 630-pIf 512-pIf
<br /> PI-2 Y 1 2"12"oc 2-2x 2x 590-pIf 478-pff 820-pIf 669-pIf
<br /> P2-4 Y 2 4e a a.sid 2-2x - 3x 700-pIf 568-pIf 980-pff 796-pff
<br /> _ ea.si
<br /> P2-3 Y 2 3"/12"oc. �W..2
<br /> -2x .. 3x 900-pIf 733•pif 1260-p11 1024•plf
<br /> _. ea.side
<br /> P2 2 Y 2 2"/12"oc, 2-2x 3x 1180-pff 957-pff 1640-pIf 1338-pIf
<br /> ea side
<br /> L.3.2
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