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2018 IBC/SDPWS 2015 - Shear Wall Schedule <br /> 7/16"OSB; 0.131"q Nails;SPP or HF Studs(0 16"OC <br /> Table 4.3A Nominal Unit Sahear`Capacitles for Woad-;ram*ShOOF W81l6'A`-7 <br /> Wood-based PeneIP <br /> A <br /> i idlraimun 11PJ$MIC slwNu. <br /> rinhnum� Fastanar 14omind PaltaNatlon FRat4atar Psnd6dO sFaslow liPad p ffn. PsmfEatpeFastanar <br /> 1 6 adn n <br /> { 6MWO4g T E Sty —'---.--""-""`e" ..,.._. _.. .__...... ..P <br /> slklerial n __.. ;.... .... <br /> In randng Y� __..........,d,... T ....�___�_.__.�_._. ._�_.._ _. .. 2 .. _ @ s 3 2 <br /> ,1hMkneas. McmSaror Y. 43, rs Gs g vs G, i vF G, V. V. V. V. <br /> (1n-) Bltxkln0 011) (dpWin3 i(On {kilso tr.) {parr) @dpafia.) (pro (kips!€n.) (P (pm 1(Pl4 (P14 <br /> ` Nab fcwreWnm <br /> j Ow PLY 06a PLY 065 PLY�4 0513 FLy : f <br /> I 4aN4r�aC iaU <br /> w0m 5r16 1-514 d age 13 10 Ipw 13 t3 i 7.10 23 le I= _35 22 OD 5t4 70W! 1430 i <br /> SiwEnea, �` _ <br /> 376 _ 400 !4 14 720 24 YT 1 730 97 20 1320 43 24 6N1 f@10 r 72 OD 1719 <br /> 6trashhifal f''; 7116, 1-" Od 510 16 13 790 21 1B 1010 27 a4 !1340 60 24 715 ties 1415 tars <br /> 15732 1 5tb 1R tt ? 18 3a l 110b 24 17 1450 37 23 735 M t 154D MO <br /> ...,_�....._.,_.._._._. -- .. ...T,.�.... <br /> t6rd2 t-!R ' 75 i 1@0 29 20 13W 36 22 i 1740 51.....2b.. 96D i 1430- 1560?2436 <br /> .L. Olf 1.114 Od S60 13 4 540 18 12 24 14 3 600 37 16 $05 765 a3D 1260 <br /> 4D0 11 is_f am_ 15 _ ii I 780 20 93 i 10211_52 li 560 @q0 1A9D 1480 i <br /> fft'nsi ;- 913' 440 77 42 640 as 15- no Yt ion 45 20 S15-'-�Q�.1156 1485 <br /> IPa1da 7116, 7 I've m 600 15 11 70A 22 14 I "0 26 17 -1171) 62 21 vir 960 12ab 10411 <br /> l 1W32 620 19 10 7W 19 _13 r "0 26 Ib 4aS0 J6 77 739 -14J8 1870. t?IXt <br /> 1Y32 t320 22 i4 420 30 �l 12M 37 1B -15<b 23 670 1200 tS30 af65': <br /> t9.32 a 1-72 70d g36 70 13 1020 a6 16 t530 33 18 :174D 4@ a2 B50 t43U SO60 i 2435 <br /> Nall(gslvxtlFsad cadJng) I - - <br /> `�WJ,`^n°Q°d wis I t-U4 Bd 260 13 420 10 t 550 17 720 21 39D 540 770 '1010 <br /> &@ 1F3f3 w 520 SG 40'u t6 M 20 '. €m 22 450 O70 022 ;un <br /> w { c°mmon x) 1 f <br /> SltaMldm• _ geh4tnfacd box) l i <br /> (K5'Fa4arior 3M305 5" r 470 040 <br /> as Sa an3 1Q- " 38f §3 - aio"- zi -_. +___.. .3as 53D aio 5@0 <br /> Gius°and tR Z!O 15 420 a0 fide 12 <br /> aA2'F_tkrlu 1. .._..._.._- __. ... ._ ........._.. .i53..�.4@0 <br /> calua'} W irk 270 21 1 650 --23 S 72U 24 we a4 Sao -. 770'�901D,729a <br /> 400 21 i 610 25 M24 1105 1 1455 <br /> i 14HIga1r4nlaad reeFalrp) � � I <br /> st"I l 1!d I71 Qagar.rodm9 (D.RP 340 4.0 ( 40D SA RO 55 his € 046 '• 73D j <br /> F Earboad i1.Y11'lar@a7M9'hWia} <br /> 25'JZ 21,214' _. 340 40 4a0 5.0 530 5S ... [7S 6e5 130 <br /> SMao to 11 ga.Q0€a.rorkrtg turd(6.18Q'° 1 <br /> 1-Nwnirtal un"n shear®pxive>ma06e a�djFssred€°aeewdmFrwith R3.5 wdaetmax A5Dailowebte ash d,esceapFchy and LRFD facuuarnimirraineaee.Forarrsmleum7rc6wmqulrem-s1ws 4.3.t.Fee <br /> speriflr rsquiremeM.=t4,}.7J fit tread slrnttl?4)pm l$near walls,4,1.7nnr r for p. clet d hur yr Xs,and 4.3.7J for ffbe tboar6 skier walls.See Appendix A far comneat and box call drmrnlions <br /> are 2.sbe arc ptn J to be increaRA 10 t'hon drown r:15137 JDrb(aPFdNrr LAfetlltRl$with name nos ft provida0 of i6 inchel of eenw,M(b) larg <br /> 3.For apruim tad gndw of rraaninf edter drm Douglas f7r-Lamb or Southaa Pi=rtd=.,i aomim'I chit shear eapadtirs&€tall bed45erntiveil by multiplying€w 1abWaied nominal ball shear r ap ofy by O,F <br /> Spectre Clratity A4l zkMmLFaaor s[]-(OS-6)),xitce G=spm m Ce *artbe framing hauber from rhr KM(7ttblr 12.3JA)-T'he Spectre Gmvky A6iusroasr€Farmr shall lspt be greater than(. <br /> 4-Appxeni sheer fdlOreu vahles G-arc baud on mil Ap to framing wkb aw€pwe cantina ksa tbrat eregLst to 19%11 dme of faarkatien had pan4€s€lifnast vatuel for char srallg ean511Yrted wick,rilher CSA <br /> or 3-ply plywood parcel;.tYhen 4-P1Y m SPIY Ptywoad p.rml:s er romprmite pmL.sre r O,xahr°F shag be psnrii(ed Lo Ire multsplicd by 11. <br /> 5.Wttac ntedsltnx content of 1114'9nmfna b greater dtan 19%et lima of fhb*allnn,G.vahKs Yuil bf mvl[iiMcd by 0.5. <br /> 6,VA a tpa.:ls tar appiidt of both r�s o[a s€seu"D and mil tmoi g is kss Bran 6"on OM"M Nowt Fide,panel joints shall be offeaq w(all m dfffemn[rsmissf asecslrrn sa blwwn btlw+.kl5rmakivcfY:the <br /> width of the Failed face er fmalang MCMbe)S shall bo 3'awdasl or groamnt adjoining panel edges and nail;at all panel roars"I be Fhgaered. <br /> T.(in1vanized f s0s shall be So1Ar"d or Iwablad <br /> 1. Reducflon Factor=2 <br /> 2. 16"oc studs-use values for 15132 <br /> 3. G=0.42(SPF or Hem Fir)...Adjustment Factor=(1-(0.5-0.42)J=0.92 <br /> ti- <br /> .i - <br /> i <br /> P1-6 1 Y 1 6"/12"ac 2x 2x 240 pit 194-pif 335-pif 272-pif <br /> P1-4 = Y 1 I 4"/12"oc 2x 2x 350-pif ? 284-pif 490-ptf 398-pif <br /> P1-3 Y 1 3a'/12"oc 2-2x 2x 450-pif 366-ptf 630-pif 5)2-pif <br /> P1-2 Y 1 I 21'12"oc 2-2x 2x 590-pif 478-pif 820-pif 669;If <br /> 4"112"oc, <br /> P2 4 Y 2 I <br /> 2-2x 3x 700-pif 568-pif 980-p11 1 796-pif <br /> u n <br /> P2-3 _a. Y - 3 /12 oc, 3-2x i 3x 900 Pif 733-pif 1260-pif 1024-pair <br /> ea.side _ <br /> P2-2 Y 2 2"/12"OC, 2-2x 3x ;180-0 957-pif i 640-pif 1338-pif <br /> L3.2 <br />