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2018 IBC/SDPWS 2015 - Shear Wall Schedule <br /> 7/16"OSB; 0.131"1) Nails; SPF or HF Studs L 16"ac <br /> Table 4.3A Nominal Unit Shear Capacities for Wood-frame Shear Wall> o.o.7 <br /> _..... Y._.._. <br /> a � <br /> Eliniwun ...Fair.., <br /> ..... .. —.._... ....K-...:.._..._............................ <br /> Nwlnai Pananallan Faslensr pand EdgeFaulon"S Final Edge FeetenG7 <br /> BhoathVtg _...._. ._ ._....._.._..._. .��'�.. Spiel n. <br /> Mnbxv141 Panes In FreminE Type E Slee -•- _. �.T 'E-._ �._....... <br /> II,Idrneee Mamboror ...... .6. .... __ ...!(............................._ _.�. ._..._..... ...... 9 ........ .. ....6....... 6 ! 3 . <br /> tin.) BFacMng Y. G. Va $a V. <br /> In. (pie lk n,2 I tp10 twp-4-1 (Pill (kipahn.) (149 (kiWin•) (ptt)!(pt9 (Plt)I(P)t)I <br /> NN1lenntrao-ter on PLY 3 Ogg PlY I DEB tLY Gap FiY ' <br /> 6Reanit4d bon) 1 <br /> Wlxnle9rel N t.t 4 13 10 1 Ct10 1E 13 760 10 102tl 35 22 6ll0 I u0 1060 1428 <br /> poneb- rs 71i� 440 10 14 1 720 24 1T 62o 30 20 122E 43 24 61$ 1910 1290 l7Sp <br /> 8tncaeelI 14''! 6d sic 16 13 700 24 16 1010 27 In /3/0 40 24 715 t105 MS 767E <br /> t6/d2 $no 14 10 B60 1n 14 1100 24 17 H60 3T 23 765 1705 t510 2015 <br /> IN37 1•irl...-..._.............� 1od 6I0 22 18 10E0 20 20 1a10 !i 22 1140 61... 28 O50 1430 1FEO.....2�3! <br /> yt EI0 13 03 610 1E 12 21 Et 37 tb 754 NO 1260 <br /> 1.111 400 A. 64 400 1i 11 Mo 20 to 1020 II <br /> Yy.od ....._.....r....._...._.-_. —..._........................................ ............__._..._ 14— <br /> — .._.....-_.....4s ..S7 660 640 I�(1430 <br /> EVuttWl � �!0 it -'"i'F �-'-16 7 tOdO SS" $�-'BfS 895 1110 <br /> 7116a 1-:45 ad 400 Is 11 lob 22 tt MD 2E 17 1110 42 21 6141 060 120 1440 <br /> B20 E.. to 760 f0 U 490 7eb s i >aP 2a 730 1t" 1170 174U <br /> t•t77 ipd 610 .. 11 W/20 'A 17 1 ...�i7 Zl 610 13W t 2t[d <br /> +947 BAD 40 1 to2B " 16 13" !3 IO 1740 43 22 050 1430 fern 2436 <br /> t' r Na94pa ud tulrg) <br /> Gdnp dli 1•VI 6e 700 13 424 1i 65D 17 7pD 24 390 *to Tr0 10101 <br /> +-M 4d 320 16 46a 16 E2o 20 923 22 n60 610 010 1160 <br /> Peficltcmb Naa(tbsm+ndo er :•• <br /> 6h►ithrc�• pslvardwd box) �_ <br /> �� Bd 740 l6 360 17 1S E01 <br /> lSw'F exkr .__y� ._. _._. ..- 2SS 16 ..... .................. ....... ...-s........_ » _ 935 603 1 015__Q0.... <br /> •n 30 400 91-" ttl0 2b 963 61) 610 No <br /> t1•y•Enedsr )r: <br /> 2B0 1e 420 <br /> .----. •�-+_....._..a6 .. .. 22.. .._.. ..T� ....._..pff........ »o -so. ras 6» <br /> 1n rod 37d --21 no 22 7211 224 920 76 520 Tr0 iuo' 121W <br /> 406 21 US) 24 190 24 10e0 )0 60 61t M 145E <br /> U.9lpdranlred roonrq) <br /> Grixttdal to 1tpa,{�fn.tor%4rtpnstlt0.120'1 440 4.0 460 60 M 6.5 4i6 616 � 130 <br /> F tw.t..sard x 1•Ila`lor9 x Tfl B'bPF4) <br /> 1an■3ro h.�00 340 4.0 ! 460 $.0 W 66 415 TO 16o <br /> 2&W <br /> L. <br /> 1.IYoPieanl unstakar npxritkn 1tu11 be adjtutcd knecrord.raoenitb43J bdetermine ASD Rlmrobktlnit Meer tmpatity and LRFb faeiardmilrnitleatr.Pw gea^nl4snsvuttiod rtgeiteatel.a src9-7.6.rw <br /> xptei6c tnpriremtrid,sts 13.T.1 fu Mvod atnr:rranl p0rrtl eltear walls,43.73 rot laniciebdud al,ear walU,anb 43.73 for sbnb9ard dKir w0b.See Apmtdie A for winnten and tr x nail drmoddons. <br /> ?-sblsys me perrdltsal tuba Idtre6sW to vtduat rbxw rtx 1 P32lurh(s+0od1.11)sbt>dthiog%ft Lome Oailkp provided(a)Ruck ue tp"M a Mriximum orl6 faehes ob 4zdte,of(b)punt;die applitd Vah bah <br /> dirw6lon urns studs. <br /> 3.For apetitd sod"Cl Orharaldt Wier than btx xDbrFir•Ltrth orlimlw.Nod,lt&ctd ttamidol writ shear wpbtilies shill be detftmbM by lcuftiplyies the faMllaltd mminai 0s11 thro,capacity by 1Ae <br /> Sre 1112 Or.vily Adjol rrml Pactrx-i1•(0.51i)),wttrre 0-$p=&Gmtlty arthe 0lming fdrnbe from 01t NDS(Table 12-113A).The Specihc Grev;y Adjutemml F.etar s)Wl 1tdt be l,oOW than 1. <br /> 4.ATlscdcnt thou 1l rMus talus a.ate bsled on nail slip in Gaadnj wilt alotuwe eodtert km lhan or tpnat to 1911.it Bert or tabrketiorl and pincl tlitT,,M retuw jots wtlL ettnlnrelal wish rithet CisR <br /> dr]•ply Ply-hood pswts.When 4-ply of&ply plywood 00ewcpaitr pawls sm wed,a,­1­"it be perroiuM to bt multiplied by 1.2. <br /> ).Whvemoitwmrattenloflheflominglspealrrthanl9%Wtltraoo(hbrnzlioO,QvtEoessYvtillhtmuhfptln3lry0S. <br /> 6.Wk PAWNU face CdOobNhrttt30fothemwilluNdwdtocinjiskitehan6"Otimter,OeeMArs(de,ranelj4ionshaub"trudtorrsimdiUe4tol nf)dEmradKnatahv.+abelm..Anmk,tivaly,tAe <br /> 01Ltg laanberi+hail be 3'nominal orneatersl idjo)ning penal edged tad nags R a0 pond edges shill br etap6et01. <br /> ).0.tlwnucd miksaha111x ha1•eripped or Nrnb6M. <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)J=0.92 <br /> rlj _li ill ill Ill• iit.li_E'( t (•;ir!'i _ Y)11u1 <br /> k7 i� SI•t i(t•f �f� t f�i �ltin111} 1 -1i111'i If r 1.7 1 11� e., a t a p +.��,1 '': <br /> t_}, i j)/itlf,ctlt t,lf 11 t / w .M <br /> e} <br /> PI-6 Y 1 6"/12"oc 2x 21 240-pif 194-pif 335-pff 272-pif <br /> P14 Y 1 4"/1211ac 2x 2x 350-pif 284-pif 490-pif T 398-pff <br /> P1-3 Y 1 3"/12"cc 2-2x 2x 450-pif 366-pff 630-pif 512-pff <br /> PI-2 Y 1 2"12'*cc 2-2x 2x 590-pff 478•pif 820-pff 669-pff <br /> P2.4 Y 2 4"71211 cc, 2-2x 3x 700-plf 568-pff 980-pif 796-pif <br /> ea-side <br /> P2-3 Y 2 3"/12"oc, 2-2K 3x 900-pff 733-pff 1260-pff 1024-pit <br /> ea.side <br /> P2-2 Y 2 /121'oc• 2-2x 3x I I80-pff 957-pff 1640-pff 1338-pff <br /> _,.... ea,side <br /> ,... �•il`H.9?'i.�"J'.IDus�3�4'':.:• *.a.._ axx.,y�^' ..tea._ <br /> L3.2 <br />