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2018 IBC/SDPWS 2015 Sher Wall Schedule <br /> 7/16"OSB; 0.131"q Nails; SPF or HF Studs(g 16"oc <br /> Table 4.31A iVOMM1111 Unit Shear Capadtles for Wood-Frame Shear Wslls=A6'1.._._......�. <br /> - - Wood-based Panels' <br /> 66Inknun BE18MIc WIND <br /> tdtximum Faatanof ---- -- '-- <br /> Nomlrtaf penabdtihn Pe6tener PltsBtf=dpeFastonw>�ec) (In.) <br /> p4na(Ld a Fastener <br /> 6hialh ----....— —.._... ........ .... .. a 3dn Mt. <br /> P. N{..t <br /> pedal In FnrnFng Type 32itre I 7 2 <br /> Matrriel 7hkknes0 ldember or .............._.....6._......,..._ .. .._..A............_._._._-......_....._a......_.,.._ _..___..... 3 .. .`...1 <br /> (to.) BlOr)dn2 Yr O, v, G, v. G, v, G, V. <br /> (PII) (hipsll0.) (pill petpsRn.) (PIQ (Idpwin-) (PU) (kip4.4 _ IPA IDH}I jP� (PIS <br /> NWlawanefta 036 PLY ago PLY Ogg PLY 050 PLY ' <br /> Wang <br /> OrHa6nd6ox) [ I <br /> StAlcl ni 1310 00 18 n 790 a3 18 IM 3522 MO PAD 1f 1M 13430 <br /> 46D 10 14 120 24 17 220 ad 20 1220 43 24 615 tl 610{{`1Y+S0 r k710' <br /> allucanlr.+ 11164 14" 6d sin 1S 13 go 21 16 1010 27 t4 1340 4o 24 715 1165 1419 fats <br /> 15132 See 14 tl d50 1B 14 1100 24 1T 1460 37 _23 765 I7J5 1540 ?W5 I <br /> Wall 1-In 70d efr7.. 22._....._16_..102b �29 20 1330 36 .. 22 ....1M0 Si 2a 950 1470_I..I e50 i435 <br /> VI& 3C0- IS 93 1 700 ?4 14 5 EDO 1 f0 7.1l4 401 If 6b 800 15 11_ 160 2D U 1020 32 17 an 6SR 70?0 13430 <br /> Mod 39 4i0__. _17 12 - 8f0 26 15 '.., T 106D a5 so 915.....i...a19 1r50 1_.'OU <br /> 7116e f3t6 1>d a30 IS 1t TO0 22 14 go >M 17 1$70 12 21 610 SW 1M I IC40 <br /> g yyy s law _.. b7o to 10 709 LD 13 900 25 Is 1 39 29 hp 11966 1370 1 1700 <br /> �. <br /> 1' 1-tf2 10d 620 72 14 9 1T UIDO 37 19 1540 52 21 610 12�50 Tt669- 2165 <br /> fG32 6W 19 13 1020 26 IS 1530 33 18 1740 48 22 9 141 30 1 InLi 7435 <br /> n <br /> Hall(p.I ad c&xMy _... .NIB 1.114 4A M 13 420 i0 $50 17 7R0 71 390 1t54p 770 3010 i <br /> _._..._,. 1311 Bd 770 1t 466 i 620 20 e2o T1 4 I B10 et0 It09 <br /> __.. <br /> Partkreoca�u IC0mm0tt w i <br /> Shes'ldtg• 9a1s'wtliedhox) <br /> (L"-V iW '11 6d 7+0 75 860 57_....�6t1 _....19 ... .6y4.. 92........ A75 WS 040 <br /> 8d 26) t6 3E0 40 400 211 030 73 30S 530 870 660 <br /> r/.s•t.W dOt ? .. -_ _x60 1e 420 20 ,"0 _ SSO a40 TW 960 <br /> ?I <br /> law.') tR -.—._._._.100....... .. 370 Tk.. - .6rA P2 170 24 �Y20 40 520 770 7910 I3D0- <br /> .,�,... eJ6400 21 610 _.__25 109 24 040 20 645 855 1106 LASS <br /> � MAIa+IYldUed lOtl6rp) <br /> aex74"I 1R 11 pi.2ah.fwenp nBA(D.i20' 910 4.0 40D 8A 520 50 476 045 130 <br /> _1c1.1lPttsr9s7"Mlrdad)_ „___._.._.._...r.._....__.....—_..._. ...._....._ .... ......._.. -...... <br /> 26rit 11141.Golf. <br /> mod 4.0 460 5.0 520 a$ 4n SO 730 <br /> 1.flomirolunbihetrrrpac[decQuDbes+ljwttdIndeaedmteealrh4.3.ftodde Ia AS02Ikvtahleen0&hcvfapsehyandLRfbrictarrdwigminance 7nymeraleomtnefialrtyulrcm�nnseci3d.re, <br /> SPff ilir fV4WftMfTU1,&ee 4,3.7d fie WD04 8119CN>DI panel 111Or Wall$,4.b.72 for p`1na liUw0 clear wags,W 43.73 rot 6beeb6xd shear wall&.Ste APrxlts A For edminon wd box f.4ll drmeasif" <br /> 2.Ob ms ere pettnlabd lobe lev tmled to vahiid shown fur 1Sn2 Wth(ne.n4ril)1L:-a6�tdg uti>h acme xB11Idg ptoHded(e)slnd0 ua f{,iCtd 5 wti nt h of 16 iacbet Ba center,or(b)mesh are epplitd with Loop <br /> 6rmenflao acmtl s3udi. <br /> 3.rVI spc im&ad ign dw of fruning o0at Non Atx%larPjr-Larch or sou m Pine.lodsad awninal 041 611(or copatllifa 111111 Bs defendsid by MORAlyiap tilt 13tx115lCd hadafl iW t fhear r4pfcilyby Um <br /> bpctifk Gnt'Iq•Adjussnenl Fleiof=(I•(03.0)),atrgd G a SparrW om iy ortlie lraminr barbel morn the lips(Tabk t23.)A).The Sp"Ihv Gmvily Adj,4w-1 Fatr,r shall not!K afakr tAtn(. <br /> 4.Ap,wtul shim"Whets vibes G„Ire:baed do m0 Nip In GlmtnE with rno4Aee eonl:nl kts lbsn a exiM 10 19fi d dme of fabrk+von Iad pseel Nif6uss valvrl rot Am 1W III toariveled wish ellherUSR <br /> fa3-plyplyxaodpenfk.%Ybrn4plya3.plyplyx•oodp�rl+ol ef.n�pacilfp.melf rreu LO,vJurfshal)be penuieW InhtmulikAkdb/1.2. <br /> 5.Where rrMwre content of Ike ffontinp b grata dun 793:B1 dme di hbekallnn.G,vahss e[n)1 h=mBltiptidl ty O.S. <br /> 6.Whrreyr.xls arc ayfplied oo both tspts of a sheu wall and na it tpadn2 he Ia 1 dAn 6'eat Co"ef de eidw fide,Past j61nu Null be olrid 10 tall oa CAueot fnming nxmbers u slrnwn seta,&.ALemaNvfty,the <br /> wlMof the nailed face o(famin8memberishallbe3'n uIlnticrinrarsli4jolningpen-'fedpetindfailsitallpdaeledges&hallbef4satted. <br /> 7,GnNselrtd Yaikf ettNl M 60t-doped or 0ar+l,ltzl. <br /> I. Reduction Factor=2 <br /> 2. 16"oc studs-use values for I5/32 <br /> 3. G=0.42(SPF or Hem Fir)...Adjustment Factor=(1-(0.5.0.42))=0.92 <br /> ':t.Gl �iit�•lilittl•f tl•i[,a't�i,l° ' S lllrlt• �,� _�,f� ..- `�'a <br /> ),'y,,<)'i (11.14 f';1' I•Ittl'ft'k i if rl'll <br /> fA•y` 'I'j 1lllll lfrlll'1f•�f� �4 <br /> P1-6 Y 1 6"/12"oc 2x 2X 240-plf 194-pll 335-pit 272-ptf <br /> PI-4 Y 1 4"M2"oc 2X 2X 350-pIf 284-pIf 490-pif 398-pif <br /> i PI-3 Y 1 311/1211Oc 2-2X 2X 450-plf 366-plf 630-pif 512-pif <br /> P1-2 Y 1 21112"oc 2-2X 2X 590-pIf 478-pif 820-pif 669-pif <br /> ._......_..._........ <br /> 4"/12"oc, <br /> P2-4 Y 2 2-'2X 3X 700-pIf 568-pif 980-pIf 796-pIf <br /> —_ ._..__..._. ..::..:.:.:... _—....__--_ ea.slde <br /> P2-3 Y 2 3t111211 ocr 2-2X 3X 900-pIf 733-pIf 1260-pIf 1024-pif <br /> ea.side <br /> P2 2 Y 2 2-2X 3x 1 180-pIf 957 plf 1640-pit 1338 pif <br /> f :.. ea.side <br /> L3.2 <br />