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2018 IBC/SDPWS 2015 - Shear Wall Schedule <br /> 7/16"®59; 0.131"(� Nails; SPF of HP studs (5 16"oc <br /> Table 4.3A HotntnM Unit Shear Capacities for Wool-Frama Shear Walls'-AT - - <br /> Wood-based Panels' x <br /> A B <br /> �6flMmun BEf0nofitiac WIND <br /> illge r _ <br /> Nominal Penafretfon Fastener PenufEd0a1'911en9f8paeirg{In} PendEdyaFutonrr <br /> sh91Mb y __ 5pndny tin.! <br /> MntHid Inlehn a9-: Me!mbar a iypd b Stee 6 ` .. 3 .. 2 ._.. 6.,j 4 1 3 2___ <br /> (in.) 11focMily V. 1 V. v„ V. <br /> — l m. (p19 (Alparin.) (W9 fMpska) (1�9 (leipafin.) (pI9 (apoAn) {tom _Id9. lPt�} (fs) <br /> I Oa"vaedwdl!o� 058 PLY 0841 PLY 086 PLY OS13 PLY j- I <br /> tWK,w[t �_ Slt9 _ MM = pd 400 Ilif0 ew 19 is M 23 to $020 35 22 Mi Mi 1040 1 1130 <br /> ' 4/0 19 1/ 770 24 17 929 30 n 1220 43 24 613 1010 1290' 1710 <br /> euxta irl tits? 1 Ya Old 510 10 16 110 21 la iota 27 19 INN 40 2/ 715 10: 1/IS(/87S <br /> 15r32 _...............500 14 11 70 14 IIDO 24 17 1460 37 _73 US M 1510.4018 <br /> 59r92 1•112 16d .pip"..22 ........7p'.......1tRt} 20 20 I t33a 96 22 ....1740.. .Sk 25 950 1410 3650 I 2155 <br /> N1 1.1M 8d ago Is 94 610 w U 15 605 765 040 1360 <br /> 15bv2 3111 40D...__if _ 6S ON is 11_ 7s0 20 13 lam 33 17_ 560-.._.64D ON 1120 <br /> ya — 4(0 ii"...--W T6 afo 5T TI-loss 45 20 Is iIff- i159 1485 <br /> a"u 71tst 14% lid too Is 11 rob 22 14 s00 26 07 Me 42 7t 670 960 ii 1240 1640 <br /> yq'a 1SW 5-M 1s w 7OD 19 ...1s ," 35 M 1310 99 20 7so_ 1oilt i 0 1190 <br /> ' TSr12__-- - 520 22 14 920 30 IT 1200 37 19 tuna $3 9 0 11200 IC "ham... <br /> 1M32 4•if2 100 W 10 13 1020 20 10 1359 17 18 1740 48 053 149V 1NA 2435 <br /> f,� I NCIIIOIIrnnbad np I <br /> t-If4 ad 260 13 42O 16 $50 17 720 21 S90 S40 IN Ma I�JB 6d NO is 416 1 Yrd 20 670 4? 4f 70 /0 f S <br /> Ptyvck0oard 1118 itomprion of <br /> • pduen bax) I <br /> .t n 94 6d T 15 s44..... 1 W 606 22: 33S r sOS_ 641 940 <br /> 05u•ud lid _-•-..?i,...... 7I ........ .IRI 040D 21_. 1� ......... ..................345 ii-Mo 170 980 <br /> .................. _76D 78., 420 7Q .640 it. too 24 'i 6°0 165 Os0 <br /> fan') 1R 40d �d'TO 41 is0 23 7" 24 "a 26� 090 120 . 770 1610 iM <br /> ... sto - .460 f 0 �! 700 24 1040 20 .. S55 I In 1105 1453 <br /> roaw fe+Iven9tltllo94np1 <br /> f6�et4.1 12 t,, 1�lo1 s79n9�EHmdw 610 4.0 400 0A $20 50 476 6t1 760 <br /> 2S2i 51goW?araatnpfma(D.1to' 340 4.0 46D 5.0 520 66 475 61S 73q <br /> 6wx2 a 3,9'beaa) <br /> 1.Nominalunitxhecctrpacitlesdallbedjm led Inaeccrdmreelth43.9toJdcmtnxASOalI—bleanhthareapeehy and LRYbfmored wit wshfmce.fat genenIceewmaionregnlrtmenlcire43.6.Fee <br /> sptti0t reguirimcea.an 4,3,T,I(of wood M41Vro)panel all"r wells,4.1.7 y for paref f ebwo!nest walls,P*4 43.73 for 5beiboird tbeat walls.Sec AppmJlat A lot Caw an sed tox sell drmm5ions. <br /> 2.0e:ns are ptnnlaed m be IaGMwd m vahai1 shown rw 15IJ2 Ind(uaadmD ahralhIra wilh same aalfeB provided(1)afuds of a"W a maximum of 16 iobm ea etnttr,of(b)pawh ate applied wid,lvvs <br /> dim pilana"wt9ndc <br /> 3.For apwits and 8rades of fa ming Other than Dug1wPif-Laleit ar 60ulb40 PiML tedwcd hoisted wit dart top atills lads be downIt:td by rouhlplying tM:tbtxdalW nonliaal will theaa capW+city by me <br /> Sp,dJkGrasllyAdJaivrtntPaaw=1f•(D-SG}),a4gep Speei6eC,ra%,ofibeffamloghwbethOmtheNDSMbkIt33A).its$PetiheGmvlryAdjuumentP/elnrslmtltwtM8rrrkr+hnPI, <br /> 4.Appartnl ahem W fmtu vahtes 0-are based o1 m;l!Nap in framing wwh nw4twe walelfl kits'ban w agwl 10 ISHS al tlmt of hbrknJon sad pane???iffitols valurs forskur wit Ih twsstnerttil sritN ehhtr f15D <br /> ar 3-ply piywnod Panels.lYbrtt 4-ply a Sply plywood panda w emrpns±tit p¢eh see uses♦,a,rile!aM9I.t pcsmilfed lobe mutlgdieJ bY'1.2. <br /> S.Wh4m mdtiur0 tantcnl ofthe taming h pater dun 19%et 41r aof b,brialfoa.Si.vahies shall he mvl,WedbyO.S. <br /> 6.Whttepenell at.appliedon both feoa afe%Mar wall aM wi€t4eiij Is IaI d m Von etweron etdser Wit,panelJoln01h111 be 0lfa4 to fill on diff"eot Ira mtns tncmbt s as alx,wn MIow.Ali—alivtly,the <br /> width of ilm nnilcd(see of ftam!ng mtmbers shall bit 31 mriOnd w Breuer at adjalnfng panel edges and nail!N elf panel tdps 9WI be flaggead. <br /> 7.GAlvarieed naih shill be hnueNMed of fwnblod. <br /> 1. Reduction Factor=2 <br /> 2. 16"oc studs--use values for 15/32 <br /> 3. G=0.42(5PF or Hem Fir)...Adjustment Factor=(1-10.5-0.42)]=0.92 <br /> lit I'ililttbl_ ■ ��13'ii �,. � :�'( lt� .... . 'n� '� �R I� ^"�'�; <br /> ?htE.s t.l f,f)'11(�? ) i'ftll�t'1hj 1�I1 i';'If., i •i;l•�(1 �-.���', � (1 ��e t (� '��r�'�6 <br /> r?1 <br /> �I Y 3 6"/12"oc 2x 2x 240-pif 194-pif 335-pit 272-plf <br /> Y 1 4"/12"oc 2x 2x 350-pif 284-pif 490-pif 398-pif <br /> PI-3 Y 1 3V12"oc 2-2x 2x 450-pif 366-p11 630-pif 512-pif <br /> P1-2 Y 1 2"12"oc 2-2x 2x 590-pif 478-pif 820-pif 669-pif j <br /> --- ._._. ......—......-. .._... -- <br /> 4"/12"oc. <br /> P2.4 Y 2 2-2x 3x 700-pif 568-pif 980-pil 796-pif <br /> T............... easide <br /> P2-3 Y 2 8"/12"oc, 2.2x 3x 900-pit 733-pit 1260-pif 1024-pif <br /> ea.side <br /> 2"/12"oc, <br /> P2 2 Y 2 2-2x 3x 1180-pif 957-pif 1640 pif 1338-pif <br /> ea.side <br /> L3.2 <br />