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2018 IBC/SDPWS 2015 - Shear Wall Schedule <br /> 7/16"OSB; 0.131"4 Nails; SPF or HF Studs L 16"oc <br /> Table 4.3A Nominal Unit Shear Capacities for Wood-Frame Shear Wa11s1,360 <br /> Wood-based Panels' <br /> 611Inlmun SEISMIC WIND <br /> Minimum Fastener POW Edge regrew <br /> Nominal Penetration Fastener Panel Edge Fastener Spacing tin.) <br /> SheatMatehing <br /> ial Pond In Framing Type I Size — 6 4 ---_._; 2 6 nW jam) 2 <br /> Thickness Member or <br /> Afie AG, A -- Gs 9� Gs s4 AirYu11..(In.) Blocking t) (k <br /> (m.i (pilpalin,) (P19 (kips/1n4 (PN) (ldp�n.) (till) (kipdin.) (Pb)I(pl) (pg1,(phi) <br /> Nall(common or Oti6 PLY 006 PLY 065 PLY 066 PLY <br /> golveres d box) ' <br /> 14000 5116 14/4 eel__ 400 13 10 600 le 13 700 23 16 1020 35 22 660 840 ! 1060 i 1430 <br /> 315,61a'51 3/0' - 450 10 14 720 24 17 130 30 20 1220 43 24 645 1010 1290 1710 <br /> POnei a 7116a 14/0 ed 510 16 13 700 21 16 1010 27 1g 1340 40 24 715 1105- 1415 11876 11uucloal r <br /> 15/32 560 14 11 MO 18 14 1100 24 17 1460 37 23 735 11265 15401 2045� <br /> tarn1-1R 154 050 22 16 1033 20 20 1310 36 22 ' 1740 51 25 060 11430 i 1660 2435! <br /> 6016 360 13 0S 540 II 12 700 24 14 i W00 37 16 605 ' 755 000 1260 I <br /> Wood 3A 1__ es 400 11 85 i 600 15 11 780 20 13 11020 32 17 560 1 64O 1090 1 1430 I <br /> 3!A -'--- ---- ...�_- -�- 440 17 /2 040 25 15 520 31 17 1660 45 20 615 095 11511-"WI; <br /> --11 <br /> POWs tea' 7/16' 1.016 6d 400 15 11 700 22 14 500 28 /7 1170 62 21 570 960 1260 1610 <br /> sh.thirea 16732 520 13 10 760 19 13 900 25 16 - 1200 39 20 739 1035 l 1370 !1790 <br /> 1632 1-112 100 020 22 14 920 30 17 1200 37 10 1540 52 23 670 1200 ! 1660 1I2165 <br /> 10,32. 860 Ig 19 1020 26 16 1930 33 18 1740 46 22 950 1430 1660 1 2435 <br /> Nell(galvanised casing) <br /> Sitilrg WM 1-104 64 250 13 420 10 550 17 720 21 390 590 770 1010 <br /> 3e5 1194 64 320 1e 400 10 620 20 1120 22 450 670 070 1150 <br /> Nell Icommon re <br /> Particleboard S pelvanbed boo) y'y <br /> S4.51hko . NI „.... 64 2a0 _.-. 15 3W 17 460 19 SO0 72 325 1505 tl 645 040 <br /> Glue•end 316^ Id 2e7 15 980 20 480 21 830 ...23 365 530 070 660 <br /> M.2'Exterior 152 _250 111 22__. 420 20_ 040 1j 700 24_� 390 590 755 960- <br /> Gluo) 1R 104 270 21 550 720 2A 920 25 520 770 1010 1290 <br /> 04 400 21 610 29 700 24 1040 28 5. 855 1105 1455 <br /> NNW(galvanized roofing) <br /> Structure! 1/2 11 pa gate.roofing mill(0.12P 340 4.0 460 6.0 520 56 475 645 730 <br /> Filborluia rd it 1.1R•loog x 7116'hood) 1- __. __ -.. i <br /> StuOe in ill ge.seN,roofing nod(0.120" i <br /> 2532 1.31a'long a 316'beau) { S40 4.6 460 5.0 520 6 5 475 I 645 730 <br /> I.Nominal unit shearnopaeider doll be adjusted in accordance with43.1 so drsermus ASO ellowabic unit thew eminently and Lll.Fa Brewed unit nnidanee.For seised construction requirements sec4.3.6.Fee <br /> specific requinmedu.see4.3.7.1 for wood sWento)yowl shear walls,4.3.72 for particleboard nicer wain,and 4.3.7.3 for fiberboard Mast walls.See Appendix A for corium'and box tail dimensions <br /> '-.Show err perailied io be increased to values shown for 15/32 bleb(sioninal)sheathing with same Bulling provided(a)minds are epseed a maximum of 16 imbed on center,or(b)panels are applied with bag <br /> dimension*mar studs. <br /> 3.For species and grades of framing other Won Douglas-Fir-larch or Southern Pine.rcduecd nominal coil shear eopacilles shall be demonised by muttipiyirtg the tabWelW nonihul wit shear capacity by the <br /> Specific Oratity Adjustment Factor=(I-(03-G)1,where G=Sperms crust'of the kerning lumber from the N0S(Wilk 113.34 The Specific Cavity Adjustment Fodor shall not be greeter than I. <br /> 4.Apparent ahem Whims cabs 0„arc based on nail slip In framing whit miaow content lea than 80 equal it 1954 et time ortebrianion and panel stiffness values for shear walls constructed with either 058 <br /> or3-ply plywood panels.When 4-ply or 3-ply plywood pauels or corupacte pale are used.G,meet shell be permitted to be multiplied by 1.2. <br /> 3.What moisture content of the flaming is greater than 19%at time of fabrication,C,.values ah111 be multiplied by 0.5. <br /> 6.Where ponds are applied(inborn Weer of a shear wall and soil spacing is lets than 6"on tenter on abet side,panel joints shall be offset to fall on d ikreirnt framing members as shown below.AI tentatively.the <br /> width of We flailed face of framing members shall be 3'nominal or neater at adjoining panel edger sad nails at all panel edges she be daggeren. <br /> 7.Cmlvatant netts atoll be hnl-dipped or tumbled. <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 /> Wall Sheathing Nail Spacing Seismic Seismic Wind Wind <br /> Type Blocked (1)or(2) Edge/Intermediate Framing Sill Plate Capacity Capacity Capacity Capacity <br /> Sides h/bt=2 nib,=3.5 h/be=2 h/bit=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 /> r <br /> P2-4 Y 2 4"/12"oc, 2-2x 3x 700-pif 568-pif 980-pit 796-pif <br /> ea.side • _ <br /> P2-3 Y 2 Sea.si ' 2-2x 3x 900-pif 733-pif 1260-pif 1024-pif <br /> ea.sidee <br /> P2-2 Y 2 2"/12' OC" 2-2x 3x 1180-pif 957-pif 1640-pif 1338-pif - <br /> ea.side <br /> L3.2 <br />