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2018 IBC/SDPWS 2015 - Shear Wall Schedule <br /> 7/16"OSB; 0.131"(1) Nails; SPF or HF Studs (c.1 16' oc <br /> Table 4.SA Nominal Unit Shear Capacities for Wood-Frame Shear Walls3 B•7 <br /> --- - -- - - - A - B _ <br /> allnlmun SEISMIC WIND <br /> Minimum Fastener .-�"- <br /> t Nominal penetration Fastener Panel Eder Fattener Spacing(In.) Panel Edge Fastener <br /> SMepN init Panel In Framing Type 6 Size --_ S 4_ -. a 2 6 P41318.2 3•3.... 2 <br /> Till Member or �...__ B. v. 1ga v. G, yr G. � v, v„ v„-_.v <br /> Om) Blacking <br /> (In.; (prfl (k a.) (pil) (Wpsln.) (pit) (kipafin.) (pit) (klpahn-) (P„) (pit) I(plO) (p>9 <br /> NW(common or 030 PLY 088 PLY 038 PLY 0811 PLY ' <br /> galvanized box) <br /> 1� 50e 1Ar4 60 490 13 10 600 18 13 780 23 18 1020 35 22 680 i 640 1 1090 11430 <br /> I Parana316r 400 19 14 720 24 17 920 30 20 1220 43 24 643 1 1010 '1290 1710 <br /> • <br /> Slrvcaaai Iry 7016' safe ed 610 16 13 790 21 16 1010 27 19 1340 40 34 711 t105 1415 1875 <br /> 15/32 680 14 11 866 18 14 1100 24 17 1450_ 37 21 785 11205 1540__2046_ <br /> 13r32 1.172104 en 22 la 1020 29 20 1330 36 22 (1740 51 5A. 950 114430 asp 2435 <br /> 4008 1.1f4 el 300 13 9S 540 18 12 700 24 14 ( 900 37 18 503 1 TM1 ma 1200 <br /> as 400 11 05 111 600 15 /1 780 20 13 1020 32 17 680 840 1090 1430 <br /> Wood Strucloral 381 440 17 12 640 25 15 620 11 17 1060 45 20 015 BPS 1150 1465 <br /> Pantie- 71101 14/0 eel 460 15 11 790 22 14 900 38 17 1170 42 21 670 989 1260 1540 <br /> ST6etete 15732 __ __-- .._ 520 13 10 700 19 13 000 25 15 11200 39 20 730 1403 1370 7790 <br /> 15132 820 22 14 920 30 17 1200 37 10 1540 52 23 070 1290 1600 2155 <br /> 19/321-12 18d 080 19 13 1020 26 16 1330 33 18 1740 48 22 053 1430 10*0 2435 <br /> Nall lgoI,864 ed casing) [!(1 <br /> Siing S16 1-1/4 ea 200 13 420 16 530 17 720 21 390 590 770 1010 <br /> 318 1.3.18 Ili 3341 111 480 19 829 20 620 22 450 670 670 t150 <br /> Nell Mammon or <br /> freflidloonsN 9ahrarrked box) <br /> Sh86iMrat. 36 Ifd__. 240 15 366 17 4 19 500 22 335 505 545 840 <br /> pl.3 Seteda 36 ea _..__ 200 10 300 20 NO 21 030 23 365_ 530 070 I 000 I <br /> end <br /> i0r.2•E41000r _ 1r2 280 11 420 20 640 22 700 . <br /> 24 390 590 755 .88 10 1 <br /> __ _ -.. -... -5 ION <br /> Niel SI2 f0a 370 21 850 23 720 24 MO 26 620 Ti0 70f0 : 1290 11 <br /> 30 400 21 810 23 790 24 1040 25 560 1135 11106 11455 <br /> Ne91gaIvanIsed tooling) l <br /> Sutural 1f2 11 ga.gall.loafing nail 10.120- 340 4.0 450 5.0 520 0.6 i 475 645 770 <br /> Fiberboard a 1.1 f2"song x 7r1G hood) I _ <br /> 8aaanr72 _2562• <br /> 11 ge goly sooting nail(0.120` . 340 4.0 460 5.0 520 0 5 •475 545 730 <br /> t i x 1-5/4'harm a 3lr head) I <br /> I.Nominal unit shear opoehies shall be adjusted inriceordanoe with 4.3.3 re determine A313 allowable%mil ahem capacity and LRPD factored unitresidoatt.For general construction requirements see43.6.For <br /> specific requirements.see 4.3.7.1 for wood structural panel shear walls,4.3.7.2 for panicieboard dscar walls.and 4.3.7.3 fo,fiberboard Omar walk.Sec Appendix A for common and box nail dimensions. <br /> 2.Shrove one permitted to ho increased to vslo s shorn for 13/32 huh(wminaq=heothiag with tame ogling provided(a)studs are spaced u maximum of 16 inahf Co Matt',et(6)pools era applied with long <br /> dimension across studs. <br /> 3.For species and erodes of fruwieg other than Donlon-Fir-Larch or Southern Pine,reduemluo rmlal unit Sham capacities shall bedeiarmined by multiplying Inv labUltilsei nominal mil shear capm:ity by the <br /> Specific Gravity Ad neurieul Furor a(1-(6.3.G)),where Ow Specific Gravity of the Sarning lumber from the NDS(Table 123.3A).The Spectle Gravity Adjsnunent Fatlnr shall nal he greater than I- <br /> 4.Apparent shear stiffness values G„arc based on nail slip in framing will.moi.fure co111eltr ksc that or equal so 19%al aim,al-fabrication sad panel oiliness values for shear wale cornweresi with either 0513 <br /> or 3-ply plywood panels.Wire.4-ply or 5.ply plywood;oath or composite panels arc used.G,values sluff be peonitsed le be multiplied by 1.2. <br /> 5.Where moisture content of the fuming is grater than 19%ei rime of fabrintion,G.vales shall be muhiplicd by 0.5. <br /> 6.Where pearls are applied on both faces of a shear wall and nail media is less than 6"on denier on either side,panel joints shall be offset to fell no different limning members as of own belwv.Alternatively,the <br /> width of the milled face of funk;arembers shell be 3'noroinil or greater at adjoining panel edges and nails of all pawl edges shall be steamed. <br /> 7.Galvanized nails shall be hot-dipped or rumbled. <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)1=0.92 <br /> Wall Sheathing Nail Spacing Seismic Seismic Wind Wind <br /> Blocked (1)or(2) Framing Sill Plate Capacity Capacity Capacity Capacity <br /> Type Sides Edge/Intermediate hf0>:.=._;.2 hit);=3.5 hit);=2 h/bn=3.5 <br /> P1-6 Y 1 6"/12"oc 2x 2x 240-pif 194-pif 335-pif 272-pif <br /> P1-4 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 /> P1-2 Y 1 2"12"oc 2-2x 2x 590-pif 478-pif 820-pif 669-pif <br /> P2-4 Y 2 4"/12"oc, 2-2x 3x 700-pif 568-pif 980-pif 796-pif <br /> reside <br /> P2-3 Y 2 3"!12"oc, 2-2x 3x 900-pif 733-pif 1260-pif 1024-pif <br /> ea.side <br /> 2"/12"oc, <br /> P2-2 Y 2 2-2x 3x 1180-p1f 957-p1f 1640-pif 1338-pif <br /> ea.side d..-.-..- 1 <br /> L3.2 <br />