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2018 IBC/SDPWS 2015 - Shear Wall Schedule <br /> 7/16"OSB; 0,131"(# Nails; SPF or HF studs CS 16"oc <br /> Table 4.8A NemfnNl tlnf>E Shear Capecltts for Woad-�Framo Sheer Walls142,a, .._..�___.......--.--- <br /> - <br /> __.... ... .. . . Wood-b0Sed Panelp4 <br /> 5 ha ath.._..-:--...... 4 p <br /> k3lnbnun aF3SM WIND <br /> 6Ylnhnum Faabarwr ._..�................... ... ...........- ....... WIND <br /> Namina! P .........Panel.E _...h*er..._ <br /> � emah6don Feetptar Pan141Edpoiaelsna4SpadnpQnJ set+Itner <br /> Panel In i aohx - --- .- ...... .. .. 5 ad in. <br /> ktater{e1 U YPa -- e— M.._ R _ a -z .......e.... i_..... La.)..a_..._ <br /> fhkknlla Mambau w ........._._-.._._......_........ ... _ <br /> (In.) BlacMnO vF f3a V. GF vF Gt VI Gt Vr j Y. V. V. <br /> ,n.( ... (pll) (hipslln) (piq (klp%ftn.) (p1Q pdp+Ro.) (Prf) (klpsfin-) fP>n I ffAO fW0 fP►4 <br /> Nay(avlrl0fowa 1`+-4 On PLY Gso PLY 03a PLY DNS PLY ISreftlad <br /> S9,1ePxtf -. 6rt6 I-trb .-._9. 6d 400 13 113! <br /> 600 16 13 74D 23 ID 1020 .,3.s zZ 560 ` ato IM 13430 <br /> •R 10d 20 24 17 9'1 9720 12l0 47 RI a15 n 46{D 12?0�I7f0 I <br /> Ilb3 2� i� 21 10 1010 R7 K 4740 10 21 73511a6 1416 fB76480 19 Is 14 f100 21 q 4160 9T 2) 76f 1NS SSIo tt49ad 51, <br /> ''1 � 29 20 t330 36 ?2 lilt 6f 26 D6011 IT850 '2..-!iaa 11 <br /> 16A3 1• <br /> 700 24 14 37 1 755 1200 <br /> wit Woo) .... --- -.._..._......... ......... _.. _4*..._ it as I Is 11 Mo -a 13 1020 32 47 ado 940 Ima 14t0 <br /> t3kununFl t 440 1�-iR 40 ....hl0 3 !J t660__... __ 20 9!5- gp5._..-tt66 <br /> pyie�y- 7flb }3r9 ad 400 15 11 700 22 14 903 26 lawIJ 11J0 a2 Ri D10 960 4NA 16t5 <br /> �stRhvg•f law' -,.._�_ _.. 510 1a 9 760 19 ..-13 w 26 15 IM 0 20_tj�-Lou <br /> t79 10JS1.112 7A7 620 32 N 9JD :A f7 12Do 37 N 0 62 20 f2 Id604f6''5 <br /> 1 t 1013 1d20 26 16 1300 S3 IS 1110 11 22 ta60 743s <br /> .aefi lorrranr,.e ustnp <br /> 6id'tF2 Silo 1-104 Cd 200 10 420 4s sso 17 TRD 21 3/1) 540 JI 770 ! IOtO <br /> 3 1! 466 10 t320 20 a70 9't 450 I Ilia I w 1160 <br /> �&Nre- 9r�'�R+dr dbax) <br /> ?ul... 16 E60 17 4g0 _..19 ®0. 72 3?9 605_ sl 940 <br /> tlht+•and Dd i!3 10 5S0 20-..'.. .. 9f $30 73.._ 30 $)a On 060 <br /> U@'Etl�rlor 17t. ZAO is 420 20. 440 _ <br /> (lfua'i V2 - 10d ... ...J0.0. Z} .0t0 6W 165. 950 <br /> 2ro 2t 1.50 23 MA 2A M 29 620 1 770 1010 i2ed <br /> 100 2t 610 23 790 14 1616 20 5!b 555 1105 t45 <br /> Stvtuai iri 11p tf2 ) �- 1p IA 440 6.0 670 � 60 475 615 73D <br /> F:Dnboiid t t Iorq a 711 t'hood <br /> a4Aip I1� <br /> z 1.314 long s 3,y'F hold) 0 40 460 5.O S70 96 Los s15 730 <br /> 1 rfom{Fwl tusk shear®Patifitl sln5 be a -1-dInaleardlf-%Ith4-3.11.rld—ine A50 allow ohle unh lhnrnpeely and LRFU rmofd amll seristaate.rm geaeril rorcnructioa tt+gYl,emmfs see 4.1.0.Foe <br /> spxti0c re,luirotnents.taet4.3.7.1 k4 wood 1Vt.rofal pmel ettear walls,4.3.72 rot parta!ebsvrd Wear wafts,a04 4.3.7.)for Ilb-ftard obmr wells.See App�n5l3 A nor eornoshm end to%tall d,muFsifns. <br /> 2.5bt--are penn!ned 16N Inunlut!l0 rah1w tbow a for)-V37 bxb pith tame talibtgpmvietd(a)1lode ere 4ntod a MAXIMUM of I6{aebtt na eeour,or(b)"Is are dim:alla6 tows sradc �ppli d with fon9 <br /> 3 Foi gg,ks and Sradso or fraenln6 other than DwIllas-M.Larch or S9utbem Pine,Mu-d o0,nin71 unit&filar OaRtkla Mill bedettnniatd by moltiplyiq the ItbutaltJ noollaal tall lhtar capatily by V,e <br /> 5pwlAc l7rasity'A stmMt Pater=(!-(03•P))r%f9TdQ-6Petlfw Gvux y'9f the framing l nbu from ale MW Mk l2.3.3A)•The Speeile Gmviy Adjua mml Ffi e r(hall n91 be g*a k7r an 1. <br /> 4.Appuenl ehaii W Rhte11'1111C1 G„art OeKd en nL1 flip U GamiM13 Wk0 m9{Woe CA�I:•al le"Iban Q aq W 110{931111{nle Of tae/ifat!o0 and p7aei 111ffi1MT Ydlut!f075hee1 m lk tM;lf1K{ML Kld1 lilhlr ClSil"3-ply Plywood portals.Mtri"y or 5 ply Plyn-uod pa l a toarprrre pmt,s,c�r fi U,Ya1ur1 atoll lot perme9ed 1.be_1144ial by 1.2. <br /> 5.Wha9n1ofAM90"WAOflhehomingll rater 4ha 90%it time ofrnb&itlon,Cr,ralursAstlh frillh WbyOS, <br /> 6.Whhepeade ale appiitd oa balls f&more sbeer well lad tu!1 R(AdgIs10111 IAVoncenetonddue beoffw lo rall 040irrue9161mb.9 Mt"as Mown below,Akrmatively,the w1dlh of die nailed fug of fnmiq membtrs Moll be 3•Unlink as 6111ur A]+dJelning p4W edges snd nails of oil pent•tdses"IN tlsggtrtd. <br /> 7.aalYaslrtd nail,their be LN d'Wed of hwd kd. <br /> Reduction Factor=2 <br /> 2. 16"oc studs-use values for 15/32 <br /> 3. G=0.42(SPF or Hem Fir),.,Adjustmeni Factor=(1-I0.5'0.42j)=0.92 <br /> 'G�•L't)'� Q€� �t) J �'`t,lillf,!' ii}tenet <flI <br /> f�`1_ ;tt,f�y 'I.j}�Jiit ilia�'I[•Il* ) y <br /> Pt-a Y 1 6„/12"oc 2x 2x 240-pif 194-pif 335-plf 272-plf <br /> P1-4 Y 1 4"/121'oc 2x 2x 350-plf 284-pff 490-pif 398-p1f <br /> ............................_._........ - ....---- -....._._........__._—.....---.......... <br /> __... ..._.—_.............. <br /> Pl-3 Y 1 3'r/12"oc 2-2x 2x 450-pif 366-plf 630-plf 512-plf <br /> PI-2 Y 1 212"oc 2-2x 2x 590-pif 478-pif 820-pff 669-plf <br /> —`� ..........._ ............ ......---... <br /> P2-4 Y 2 4"/12"oc, <br /> ea.side 2-2x 3x 700-pEf 566-elf 980 pif 796-p1f <br /> P2-3 Y 2 3"/l2"oc, 2-2x 3x goo-pif 733-pil 1260-plf 1024-pif <br /> .. _ ea.stale <br /> P2-2 Y 2 TV12' oc 2 2x 3x 1180-plf 957 plf 1640 pif 1338-pif <br /> ea.side <br /> L3.2 <br />