Laserfiche WebLink
2018 IBG/SDPWS 2015 - Shear Wall Schedule <br /> 7/16"OSB; 0.131"4) Nails; SPF or HF Studs tav 16"oc <br /> Table 4.3A ljjminal Untt Shear Capacities for Wood-Frame Shear Wells','" <br /> Wood-bimed PanelO <br /> Mlnf nun SF,�Ie1G yHNri , <br /> —• Minimum Futrnar PodEd9br-artrrner <br /> I ;Marrrtraa[`. Feet~ <br /> F'aal6htar Pend Edge Fsst"w 8po ft on.) <br /> ShbakhMgI Psnd ` In Framing 77pe t Sim <br /> i Matsrlsl h'trkknse%! 8tenln.r or m,....__- ..,:_..-� - .. .._ ._- _..-,...�:........v.... _.._ ,._ ...��. v«.,.y._.. <br /> (. 1 gs Vs Gs - <br /> i l� B larJdng l9hfl lkh�ln.) IW9 a)M.W.) 1(00 fPM 0Px)i(W9 'IP19 I <br /> 1 Na9(cvetahorh ar 080 PLY '. 0e2 PLY 3 c1ED PLY an PRY ! 'I <br /> i{ g4lYatirx4d haft? <br /> [ f0 ebb 1] 10 ! 720 18 le i 780 23 16 i 12M 36 24 IN$ 640 im `:Ma <br /> E y8 460 19 tE ; 720 E4 17 97D 70 fit) t220 43 Ek Of6 '.t0/0 739t1 1710 <br /> fir' ! 7lt6f 1XR ad Sin 10 13 ? 79D 21 fe 1010 27 fS `13a0 40 24 718 't108 7415 78T6 <br /> I I f57d2 % 6a0 1i 15 860 18 N 11Do 24 17 1160 A 23 785 Luis 1540 2045 <br /> taw 1 1-1/2 19d 680 V. 78 ! 1029 -29 2D 13W 36 22 ' 1740 61 28 D50 1 5430, im :2495 <br /> 611 t t!4 ad 860 1] 93 540 18 dl 700 a4 14 I NO 37 18 SD5 7s5 1 1260 <br /> yp JIM ii as 690 19 11 790 2D 13 1 1020 32 17 S6b "ll f icon t480 <br /> 1 Y1aod I ! ... -- `.. "4 7 12 - aid ?5 -7. - 4KD 31 17 1050 AS 15 645 1f6D 14es'. <br /> 8t"fcthFit ! 7ri6t I 1118 m 49p 15 1t i 700 T! 1+ 900 is fi 100 97 21 674 9w 1269 164D <br /> —are- x I 76ldZ l 820 18 50 7W 1s 19 -k00 26 tei0 '.� 2b 739 i 1066 t 1379?.17eo <br /> 1e/32 I 90 22 14 9X7 ]0 it 1200 1e 1 D 23 67D 1'1mD 1660'2 E <br /> .2 I 1-I12 1Rf 68D 10 13 7C20 36 16 19]D 3] 9e 17a0 4e 22 B90 ..1199 C iDbO 12475 i <br /> E j Nall ipatwdssd ceairrpl <br /> I Sid'a19 BPti 1-1M G" 263 13 j 420 1G M17 l 720 21 ]9D 990 770 tb10 <br /> 8m 1 ad 370 ie 1 kb no 620 20 I e7D 29 46000 JIM- <br /> gpkwbd hoe) <br /> �Shaethhfg• I Ddl 6d A40 16 ]69 17 460 19 fOD 22 1,%$ 603 i us - 840 <br /> [6FS Uaefiw I—..- <br /> 61ur.na ` .. ad ?41 is [ ]!0 ! --'� 2 990••••-•._- � 365 s$0 e70 NoM3'6xlerior It, elo 2tr 194......-.__. 390 _„690 f 76S ; 9eo <br /> CYue� 1R lad 210 91 650 726 24 970 S2D 77D Ind1pBD j <br /> 63 400 21 616 2] T9D 24 f04D 2e M- I us £ 1105 1455 <br /> (YAs IDYntnad rro"no 1 <br /> xbfKbwl 1fJ !119a.y%tr.rmof@h9 nett(0.120 310 4.0 l s� 8.0 St0 5 6 4" 616 730 1 <br /> SreeaAry 7Wd2 119a�M,rrdfro lied Mo """ ...... .... •- __.....,. <br /> x 1.314'lan9 t 318'heat) 31 <br /> 0 4.0 480 -v.5.0 520 55 47S 645 790 <br /> I.Nlmhirul unh shear rapacilia�x0�adjnstM m acswdmce ahh 43.3 fa ddtm+'me A54af ixmahle m0 shear tbpaeiry grid LkFb related onl fry isl4ntt,Fes gva:nE consh"hctim,hsquirtm mfs sec 4.3 6.For <br /> specifc mquimm ms,fee 4.3.7.1 foswoW nuewrol p4net slur wails,4.3.72 fa paruclehrurd Hoar walls,and 4.1,73 ror fiberbamd shear wall.Sec AplfDrA!a A rm Unvnort=6 tea tall dal r[!G m. <br /> 2.Sbe=us ptwok tst w he Ixtumd 10 vahfes shown for 15/311 h.!h(htdrri mq*ued%mS with amrle neltileg provided(a)itld9 are trued It maximum of Ili incbm on eenxr,or(b)1an&are Mfgditrl with Ion6 <br /> dfmrnsiau acrn%r Ahrds. <br /> 3.Fur spares and Q./adra or Gaming atlhcr tun caught-rtir•Wreh a SoaWao Pirx.reduttd nanhiatl unit sheaf eapatilEes shill he tkianniaut try muhlplyihtl;tl><t'rbulata3 nnhtilaaf tld1 then upreify by flit <br /> Sp=&Qmit,A#zImmtFaetor=[I-(OS-Cr)),wt=&C,�Spea1&c rnity ortbe Deming hfrf$cr hvm the MM frabk 123.7A).The Spettihc GmAty Adjusurafd Ftcsnr shall n.t be greeter Np I. <br /> A.Appa nlshear 149nat WW*0-An,h4ud an naildtlp to framing wM mai*weomtteMbest Ibwowgw11el9%Mtoe of fxErieat3fx,sad ptrrets1 ifL,ess vr0low foratai walkcwtssrhfned w16,either Ct50 <br /> ar3-p1Y ptYth' paresk.VYtfen 4•P1YaS-P77 AiywmmdPertx eon{fuetepm.te ere haeQ G,nluat slmtl bepmniilod ale muftiplkdby M. <br /> 5.Wham hurts=comou orthe ffoming is 9reeaa than 19%e1 lium of NXIattiGn,G.velua shell tx mullWad by 0.5, <br /> a.SVhefspeads era 4ppfitd tlnifarh faces of a s6eu tv40 4nd aril spatlnp t%k/1 Wan as an terser ne d!4er side,priest joists dull be arfie4 ro rail err diffveal Bsmirx.-,,fibers a throw.below,AIu-1w,Iy,the <br /> width of the rtaited fats orfm-hg m.nlb=%bolt be 3-natinst of grnurts edjainln j Vold edges end nail it all panel edges dull be dxamd. <br /> �.Galvanized mils alWl aprutGpped or 0srrtlfisd- <br /> 1 Reducfion Factor=2 <br /> 2. 16"oc studs—use values for 15/32 <br /> 3. G=0.42(SFF or Hem Fr)...Adlustment Factor=[1-10.5-0.42]]=0.92 <br /> F1-6 Y 1 6"/12"oc 2x 2x 240-pff 194-pff 335-pif 272-pff <br /> P1-4 Y 1 4712"oc 2x 2x 350-pff 284p1f 490-pff 398 pff <br /> P1-3 Y 1 3"/12"oc 2-2x i 2x 450-pff 366-pff 630-pff 7 _512-pff <br /> PI-2 1 Y 1 21112"cc 2-2x 2x 590-pff 478-pff 820-pit I 669-pff <br /> P2-4 I Y 2 4"112"cc, 2-2x 3x 1 700-pff 568-pff 980-pff I 796-pff <br /> ea.side <br /> P2-3-' Y "- 2 -311/1211 cc, I 2-2X 3x 900-PR 733-pff 1260-pff 1024-pff <br /> ea.slide <br /> P2-2 Y 2 2"/12"cc, 1 2-2x ! 3x i I I80-pff 957-pff 1640-pff 1338-pff <br /> I ea.side I ! <br /> L3.2 <br />