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2018 IBC/SDPWS 2015 - Shear Wall Schedule <br />1/16"OSB; 0.131"4) Nails; SPF or HF Studs L, 16"oc <br />Table 4.3A Nominal Unit Shear Capacities for Wood -Frame Shear Wallsih3,a.T <br />Wood -based Panels° <br />A <br />SEISMIC <br />WIND <br />Mlnlmun <br />Panel Edge Fastener Spacing <br />(In.) <br />Panel Edge Fastener <br />Isaac in. <br />Minimum <br />Fastener <br />Fastener <br />Sheathing <br />Nominal <br />Panel <br />PanatraUon <br />in Framing <br />Type 6 Sirs <br />6 <br />4_ <br />3 <br />_..- <br />2 <br />_ <br />B <br />A__ <br />3 <br />2 <br />Matesiai <br />Thkknass <br />o <br />Mambo or <br />"'" - <br />v. <br />0, <br />V. <br />G, <br />v, <br />G, <br />Y. <br />0, <br />V. <br />V. <br />V. <br />v. <br />fin.) <br />tlimboocki <br />(p17 <br />(hipslin.l <br />(pif) <br />(klps4n.) <br />(plq <br />(Opsfin.) <br />(plf) <br />{klpalin.) <br />Off) <br />1PIO <br />(p3f) <br />(pll) <br />Naii(common or <br />Os0 <br />PLY <br />OSD <br />PLY <br />OSD <br />PLY <br />OSO <br />PLY <br />gaNtnlaed frox) <br />%Yooi <br />10 <br />!•fhi <br />fd <br />dw <br />13 <br />tD <br />600 <br />16 <br />13 <br />7a0 <br />23 <br />16 <br />7620 <br />35 <br />22 <br />Snit <br />bad <br />ICdar3 <br />7430 <br />Sirnr{�a71 <br />460 <br />19 <br />14 <br />720 <br />24 <br />1T <br />920 <br />30 <br />20 <br />1220 <br />43 <br />24 <br />60 <br />1010 <br />1290 <br />I110 <br />8lvckr6ltn <br />711GPowls.r <br />1.318 <br />eJ <br />SItl <br />16 <br />f3 <br />790 <br />21 <br />10 <br />Into <br />27 <br />1D <br />U40 <br />40 <br />24 <br />715 <br />1105 <br />1435 <br />ta76 <br />1932 <br />so <br />14 <br />11 1 <br />060 <br />10 <br />14 <br />1100 <br />24 <br />17 <br />1460 <br />37 <br />23 <br />-28 <br />765 <br />1205 <br />I54D <br />2045 <br />151322 <br />1-1r2 <br />10d <br />660 <br />22 <br />16 <br />1020 <br />29 <br />20 <br />1330 <br />36 <br />22 <br />1740 <br />51 <br />950 <br />t430 <br />— <br />fEfO <br />2435 <br />N16 <br />36D <br />W <br />95 <br />6t0 <br />III <br />12 <br />TOD <br />24 <br />14 <br />903 <br />37 <br />16 <br />60S <br />755 <br />W <br />17fA <br />t.N4 <br />Ed <br />400 <br />11 <br />05 <br />fitl0 <br />1 <br />I1 <br />SO <br />20 <br />13 <br />1020 <br />32 <br />17 <br />660 <br />04g <br />10(41 <br />1430 <br />Wood <br />3g <br />440 <br />17 <br />12 <br />540 <br />25 <br />16 <br />620 <br />D! <br />17 <br />1060 <br />46 <br />20 <br />615 <br />895 <br />11(q <br />1465 <br />ad <br />ego <br />15 <br />11 <br />7tO <br />22 <br />14 <br />900 <br />2617 <br />1170 <br />42 <br />21 <br />$to <br />960 <br />,32(p <br />1040 <br />15732 <br />`520 <br />13 <br />10 <br />760 <br />19 <br />13 <br />`960 <br />16 <br />Y200 <br />30 <br />20 <br />:730. <br />1065 <br />1370 <br />ITO <br />-2t66 <br />1932 <br />-620 <br />22 <br />14 <br />920 <br />3D <br />IT <br />'12.410 <br />37 <br />t0 <br />1540 <br />52 <br />U <br />$to <br />1290 <br />1"0 <br />19n2 <br />1 42 <br />tOd <br />660 <br />19 <br />13 <br />1020 <br />26 <br />16 <br />I339 <br />M <br />18 <br />1740 <br />46 <br />77 <br />957 <br />1430 <br />t24'O <br />2435 <br />1 O-A <br />SAG1-tl4 <br />Nall (gaNanlshd CASIAD) <br />Gel <br />260 <br />13 <br />420 <br />7C <br />650 <br />17 <br />72021 <br />393 <br />690 <br />770 <br />1010 <br />GYJthO <br />as <br />faa <br />rd <br />320 <br />E <br />400 <br />18 <br />620 <br />20 <br />620 <br />22 <br />4SO <br />0r0 <br />810 <br />1169 <br />flail (common a <br />I'!$1Gte0nard <br />p.l�anizgd boa) <br />St*fikUrg • <br />38 <br />Ed <br />240 <br />15 <br />30 <br />17 <br />460 <br />19 <br />61a3 <br />?2 <br />315 <br />605 <br />64S <br />840 <br />(M-S•E)IK'w <br />3M -- <br />— ed <br />7fq <br />18 <br />960 <br />20 <br />400 <br />21 <br />a" <br />23 <br />365 <br />530 <br />570 <br />No <br />tilers' and <br />1f1 <br />260 <br />1a <br />420 <br />20 <br />_ 640 <br />22 c <br />_7_D] <br />�P20 <br />_�� <br />_ 343_ <br />Gs,� <br />-770 <br />76s <br />__030 <br />C1ue-I <br />1/2rod <br />10f0 <br />12r0 <br />370 21 <br />660 23 <br />720 24 <br />26 <br />620 <br />yg <br />400 <br />21 <br />fill <br />23 <br />79J <br />24 <br />i(H0 <br />241 <br />660 <br />8$5 <br />1109 <br />1455 <br />12 <br />Heil (galvanlred tooling) <br />11 ga. gya. rooGtg nil (0.120• <br />340 4.0 <br />400 5.0 <br />5" 5.6 <br />416 <br />645 <br />730 <br />Snxzazl <br />Fa;4ntroard <br />a 1.10. WV t 7116- head) <br />_ ___._�.....-......_-. <br />2t�2 <br />1! 0a. p31v, toofry nail (0.12D' <br />3,40 <br />4.0 <br />t- <br />6.0 <br />620 <br />55 <br />SneallAw <br />476 <br />645 <br />730 <br />a t•3f4' k,,v a 3+8• head) <br />1. Nominal unit shear capacities shall be adjusted in a i1k433 tndetennitae ASD allowable unit rheareapachy and LUD racefaed nail resistance. ForgtncrelconstnsclionrcgDircmenissec4.3.6. Per <br />specific aquifarhenb, see 4.3.7.1 Itst wsod slructiwol panel sliest walls, 4.3.7,2 for p3dieleboald rhea r walls. and 4.3.7.3 1501 fiiNtboud Ottor w ails. Sea Appendix A for common and Itin nail dimensions. <br />2. Sheartme permkled In be Incteased so values shawn fiat 15732Ines (nominal) sheathing wish same hkiiitg ptoxidnf (a) studs ate spxrd a rnaumum of 16 inches on center, 4N (b) panels aft epplird with long <br />dinunsion across studs. <br />3. For apeties and gra•Jes or frausing osier (ban Douglas-ru-Lurch or Srnehrits Pine, taluttd nosdmsl unit shear cop)ciltcs thail be determined by nmdiiplying 11w tabulated menial unit 'bra' capacity by she <br />Specific Gravity Adjustment Feclpr = 11 •(0.5-G)), %bale a = Specific Grasity of the framing lumber from the NDS (Table 12.3.Mls- The Spetifc Gravity Adjustrent Factor shall not he: greater than 1. <br />4. Apa+sits) his: al stiffness valuct ()., ate based on nail slip in framing with moisture content its% lban or c"1 to I91,1. at time of fablirati a and panel ssiffnes< values for shear walls (onsowtad with either OSB <br />a 3-ply pl), ood pearl.. Men 4-ply or 5-ply pl)1,vood panel. o. wropositr panels ere used.0. values shah be pcnniued to be multiplied by 1.2. <br />5. %ere moinurc cam<m o(Itc framing is greater than 19% al time of fahricslion. G, sstucs shill be multiplied by O.S. <br />6. H7heie panels ate applied OuLa1h forts o(a $heal wall and nail srrecing is leas than 61 urn eerr:er W ehhtt side, panel joints shall I:o Drfa:l to fait on diffcitut Bsmbrg tr.<mistcs as thmvn belo:v. Altrmattvrly, dx <br />width of t o Oailcd race eifnmin members th31i be 31 nomintt p1 praiser a1 adjoining panel edges and oils at all panel edges shill be stkggercd. <br />7. Galvanirrd culls shall ba hol•dipped or ttmthltd. <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)] = 0.92 <br />Seismic Ul <br />1 <br />Sheathing <br />Wall Nail Spacing <br />Blocked (1) or 121 gaming Sill Plate Capacity cape <br />e Edge/infermedlate <br />Sides <br />E a� ©® <br />L3.2 <br />