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2018 IBC/SDPWS 2015 - Shear Wall Schedule <br /> 7/16"OS6; 0.131"(� Nails; SPF or HF Studs @ 16rroc <br /> Table 4.3A Nominal Unit Shear Capacities for Wood-Frame Shear Walls'-3,11�7 <br /> Wood-based Panele <br /> ! Minimun A 8 <br /> Minimum Fastener SEISMIC WIND <br /> ( Sheathing N*M'nal penetration Fastener Panel Edge Fastener Spacing(in.) Paned Edge Fastener <br /> Material Parfet in Framing Type&Size S adn n. <br /> Thickness I& bor or G 4 3 2 6 4 3 2 <br /> (i1tJ 830cking v, 'y V. G, G. vw Ga V. v_ V. V. <br /> (in.) (Pity (kipeln.) tplf) (it1P�a) y )pin (klpsltn.) (Plf) (kipshn.) (Pill (PID (Pit} (pin <br /> I NaO scan me or OSB PLY I O56 PLY OSB PLY O56 PLY 1 galLani-rd W,c) _ <br /> s1`O0tl i 5t19 1-114 61 su0 13 10 500 1S 13 - 3 16 1020 35 22 560 040 1090 11A33 <br /> ell- a50 7S 14 720 24 17 t <br /> Panel.•• 3.9r 620 30 ZO '22D 43 2a 645 I fp10 It710 <br /> Smateal(at 7!, 1.38 "d P10 16 13 M-0 21 16 1010 27 19 1310 43 24 715 1 1105 lit::IS t575 <br /> 15.92 55p 14 11 650 10 14 1100 24 17 7450 37 24 __1155 1205 1540 1 234+ <br /> ISM i•12 IOd _ E% 2: 15 i 17.E 29 20 130 36 22 1 1?i0 51 2b 050 ! 11,20 1 1660 M5 i <br /> y19 1.114 CJ 350 t3 9.5 7 5;0 to :2 TOD Za a OW 37 t4 5U5 7!�5 I 953 1290 <br /> ;eaat 3B 400 71 S.5 ! 603 is t1 780 20 :3 1020 32 17 563 940 1m '14' <br /> S/ucturai Vie• 440 17 12 I 640 25 15 820 33 17 ` io50 45 20 075 855 1750 ( 9Aa5 <br /> Pa,ufs- 1'10 14r6 ad ago 15 11 [ 700 22 14 9w 28 17 I 7:7U .? 27 670 99{1 I i2E0)YE:O i <br /> SticatM^g^` 520 13 10 k M0 14 13 ?M 25 15 t 1290 3d 20 730 1Cw 1737G i 7790 <br /> E20 22 14 520 30 77 1= 37 79 154C 52 23 1170 129C j 15811 f 216S i <br /> 19L+2 w 19 13 1 1020 26 ib 1330 :33 1B t710 stl 950 1430!:G0 1 2435 <br /> r',yrrtan 1 Nxil(ga:vanizad raslreg) i <br /> 31G iff l 1RIo <br /> '. <br /> 59fny � 2b9 13 S 1-3,e ad ! 420 10 SSO 17 � M. 21 390 Sub no I <br /> 3e20 to .111. 4e0 19 e2a 20 120 22 4" 57:t E!0 11150: <br /> 1 Nell(comma.,or Panxr�07rd gah-anL-:d eoxi <br /> ShOn:hing• ya 6d 2A0 1$ 360 1i A50 :9 000 22 335 505 ` 940 �. <br /> .G✓ut�:er er .2eb 0d 260 1e 1 340 2U ag0 2t 630 23 365 � $30 E70 t 9XJ <br /> ,,lace'ana <br /> M-2-=,�mr 172 I ?w 1a 420 20 540 22 7UCi 2A 390 590 755 i 9M <br /> Glue') 172 iCa 370 2t S;C 23 7-10 24 920 2S 520 I 770 1 t0143 tt 12M <br /> rds AM 21 $In 23 793 24 1040 29 5EL, I 955 I t105 14ES <br /> Nail(gatvanked roafin07 ! ! 1 <br /> Str.=lwai 72 11 0a.Ra+1 rno0n.7 na0(0.320" 340 4.0 460 S.0 520 475 ` E45 7..0 <br /> Ffnesbourtl x 1-12"Tara x 7719'ncn'S1 <br /> S•"==path-:10 2502 11 der.galy,r�+ang na:l I0.i2u' — : <br /> x t•3i4'arya 318"head) - I b10 4,0 4w S•0 S20 55 j =75 f 14, I 7'+0 <br /> I.Nominal unit shear capacitic;"I be adjusted•inaccordance leitF.4.3.3 to determine ASU ulta»wahk unit shear capacity end LPrD facicmd unit restueru.Per gene.�l:onsw.cron rclGuircnen;s sec 4.3.6.Far <br /> 4pecili:lequitcmenn.see 4.3.7,t for wrnd Siruownil pyre)*Rear%-IN 4.3,72 fssr IntiMeboatd sbcar wa11s,and 43,73 for 4berhoard shear, 1k,See Appoodix A far commas+and box mil d+:ncuSwe,. <br /> 2.Sbexs are pemki--J to So iucre=wd to valuo silottn fur 1532 inch(nomimd,abamhing++ilk.same n lira previd:d fa)pads arc spaced u maxi,lm or 16 itta e:on c'eatrr,or,b,panels arc applied+iLh!ON <br /> el;mtmsinn across snxIL <br /> 3.For aIr iea wad•;.,es or rrasaltg ocher der Douglas-Fit-torch or Soutlmn Tow.-.laced nominal u;,k slit"capacilics s1o11 1.determined by multiplying the i.balwlcd rmtuiral unit abear cap;ny by the <br /> Spocific Gmlity Atli stme:a Factor-(I{OS-G)1,where G-Sper ific Grwr4 nrlhe framin.lumber from the MS ITcbit 1213A).?be Sp:c:fic Omviry Adj_stmodt Fac•_,r,hall eel x Etcala Son 3. <br /> a.A p Nut a par siiflbcss s t!t cs G.a e bead an nail$'1ip 4r naming evil3t maisnce tOtnn.,less tivn or equal 10 19%n:t:nte or rbri a ion and p:enul*turf rsc_41ucs lorIh+-r:Hall;eer lrwal wiu+cilher b5B. <br /> or 3-pb�gl)leood pan:)*.lV6ea14-ply or:-pig plyu•0nd parse]*err ccmposuc peals xr_rnrd,G•slues shall be p awi«ed le b: tthiglied by 1.2. <br /> 5.Rrherc ntslis<1.�•c cnmrns sef'd+r fivming is greys.than 79t;at thre 0f abric-�urtn.G,vaitrs slult;+c mc:tiplicd(ry 0,5. <br /> 6.Wh=c pearls arc applled on both saes*era stwar all and wil spaciag Es Less:ha.B'on center on chl'a side.panel joints shall be of ice to fun On dillewnr framing membcn:n A—f!Wo-.Atkmalisely,dw <br /> 16exh of t11c exiled face or framing clemb:ls IthWI ere 3'nominal or peter at adjoining panel edges and rails at all pawl edges shall be staggered. <br /> 7,Gakani7.ed toil.shall be hOt•d-igpcd or munh)ed. <br /> 1. Reduction Factor=2 <br /> 2. 16r'oc studs-use values for 15/32 <br /> 3. G=0.42(SPF or Hem Fr)...Adjustment Factor=D-(0.5-0.42)]=0.92 <br /> It <br /> P1-6 Y 1 6"/!2"cc 2x 2x 240-pIf 194-plf 335-pIf "272plf <br /> PI-4 Y 1 4"/12"oc 2x 2x 350-pIf 284-pIf 490-pIf 398-pIf <br /> P1-3 y 1 3"/12"oc 2-2x 2x 450-pIf 366-pIf 630-pIf 512-pIf <br /> :1 <br /> P1-2 Y 1 2"12"oc 2-2x 2x 590-pIf 478-pIf 820-plf 669-pIf <br /> P2-4 Y 2 4 /12 oc, 2-2x 3x 700-pIf 568-pIf 980-pIf 796-pIf <br /> ea.side <br /> P2-3 Y 2 3"/12 oc, 2-2x 3x 900-pIf 733-plf 1260-pIf 1024-pIf <br /> j ea.side <br /> P2-2 Y 2 2„/12"oc, 2-2x 3x 1 i 80-pif 957-pIf 1640-plf I1338-pIf <br /> ea.side <br /> L3.2 <br />