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2018 IBC/SDPWS 2015 - Diaphragms (8d Nailing)
<br /> Table 4.2C Nominal Unit Shear Capacities for Wpod-Frome:Diaphragms
<br /> Unbhlcked Wood 5tiuctural Panel Dlaphlapn1116"•'
<br /> ....... .........LL.,.�, r ne4ee Fu-e a 1
<br /> _ 9fI5MlC ryiNp�
<br /> anrbnuel PMnwnwn + "'. 6 in.NO 3 d MgI,b�ppem0 n
<br /> Faelmar Nprdrral P«ntnarlWtlmi Iaaol9 al Ai,pMayro bvurtdedn di..Ppe rn botnatnrleeapd
<br /> 9hwthing Grade CarrYnon MneI, .1 end e4Poatcd panel add_ 6uppprlM d Q
<br /> Neilsba l In FLMtlrg litktlrv5 Pain+rb Cae41 C4saa Cese�as_
<br /> 23a1 f1CC5aaaleef,6 j
<br /> Pn1 01s) aom,4erise r..._ V. 0.
<br /> ( , L .iw!z..... . � s �
<br /> .-._-.-. D99 SLY !� OSP. PLY
<br /> 69 1.1M Y16 2 33D 9.o 7.0 250 6.0 4.5 4w 35p
<br /> 3 7 0 IL 260 4 0 J 620
<br /> Sbua6rNl 60- 1.3a b9 = [ 403 .5 64 I 060 EO 45T70
<br /> rod 1.112 I&W 1 [ 6T0 1a 10 AM 95 7.o I M ISM
<br /> 24260 69 6.10 5 310
<br /> 1 y15 3 3'.p B.0 &6 0 4.0 420 7t0
<br /> Od i.114 _ 55 250 5. _47A 3SOI
<br /> y5 7 7.5 5. 250 5.0 4.0 460"� 350 I
<br /> 7 .9 2 4.0 3.0 520 ]
<br /> 2 - 4}p' S0 6.5 3213 6, 4, 600 4 -1
<br /> *4.
<br /> 7.S
<br /> p4hNlifi`(Mtd 4.0 '.645. 4575.-..._�
<br /> �F4EI... 7.0 5 5 4 5 1 ''7 510
<br /> '..' 5. - .3;. •9b0 5.0� .0"� 670 505
<br /> D �' 4. -2
<br /> I IN32 :.�0_ 15 9,Op 360 to 60 ' 7 s + 530
<br /> I ,ef i 1.112 I P-..�.,. 60a
<br /> 1Hry2 2 13 6.6 43p 6.5 5A WD No I
<br /> :......,..-._ 7.5 4300 7.0 0 695 670
<br /> I Norrcoil uoi:rl upm..tia.tsa!I be aQhm,xil e.accwdaeco wnh423 kde Lbaa l&l�[yatlremrr Grr and.<:exre,wan Cnx at6.freunuae:F
<br /> urthreASp ailvva kual:ramr:a;anlN aM[RFUf«s«cE eoi[rmisssxc P»d J6M pvrMeind p«ret Sawr Fm kl x Panel M.n P's
<br /> F.x ixnrs!<mrm�im rctpr'vice"mr Ice 42.e Fm sp«i!e 1 pvremnq b Fl-.9 « F-* dicta. d P.4w w
<br /> «c 427.14xroa8 s•-1«aed P�duphngas.SsappeM aAk.cavnmm Fl«ning
<br /> tail di-ural.m_
<br /> '_Fa qa pA al+da f fraairy mM dua 0 gl�v-Larci v 4uuhem Ina6 Pace]mlrsliw, 1=1 e-.s
<br /> PinSn iva3twon1ei y11,aw,cu�6"byyll lc drtteuorq Eyr„u¢I;4yin6 3'exi�crd:exlum5yppa,p �'
<br /> tb<mb4 and aamipW -ramr'al"md 6Y t6e Spss6c C'M"1Atljmmm,
<br /> Faem' Sf(a.5"Gl7 dhe G+Spmfu f:xntgd4w lnm5eg lealar
<br /> ta<AarfrSkl�a,7Al rbxs}als GariPAd}ama.IFacrmalutlee¢
<br /> Is Fraab lhap 1,
<br /> 1.Apppmzzet rhxas ati8ac«'r-alv�,0-a:c Ms 1 on wl tliP m 6emiaI,
<br /> mrEsu s.Yemt�,s Ilaa a xgml«!m a time M raeria6xi,ra MMt Loos IAx;]]urxt>,a W... ...
<br /> stlf!s. 6�;krOnykapm amwS�wOt eet6sr OSH ar)NY Plywmd Pat41J to5npnP � �a '
<br /> Vaak,N'a PFJm_-PIY
<br /> aAYx sbrd ac .9d re lac fi..jg W by 17 �'..t.1-. •,STr J
<br /> M hamiag Y B,�laar,lase m Yk:of 7rkrwa IF.
<br /> Y:xrb,,stunY b_mdttphe4 by 0_
<br /> 3 plsPalags rrslpana aperrQ+ Nw Qimct6m of cmtimwv prxl�m
<br /> with r¢pettmY,xleatlm6rwm tuxaM d'nwin✓,bamss6 member;redo (a;tac..3n.mh.}beaa-Ilte<I..t.:e.TM M.r4m dna(s.aris..e6wv ..... _�-^-•irgapasad +of she Mae] m..s.esen l]f..f yv;«1].31 rxs lnmt e...n.e pR.n4x,Arn..rrNa+
<br /> Table 4_?A Nominal Unit Shear Capacities for Wood-Prams Diaphragms
<br /> ahFch•d Wood Strudura[Panel Diapiwag.... ,• --- -------..-.
<br /> i slas>p4asq-Md�aret-mi brave.4oandwwbuta«irm:,eansiPamal a/pesprMYr IN Mr�eleepa pnsa tr'af ii i
<br /> { aHww Haan. wv uw�+ e•• .L __.'L�._.tlf. t • ~�4 sail «
<br /> Fes ■ ax, Ifni M.4a"wMaym 1,
<br /> almnabm Pwamm ar-ua4m tasaeaml eaa.-__t_l1!Fafar a a 1.a i aJ
<br /> 4hatla 31YINm �«� f� hm�l W
<br /> i ,«� PM1I BourrVM .. a.� 1 b• _.,..-t1 arts.
<br /> 'E RY ra4s RY 06Q RY C90 Rv
<br /> w faN SIa r 31a E tZ S4s IS TI I.
<br /> lY to w9 ?J K SrJ rpa ,p50 [rlA
<br /> _ 7 � era n as 7a 1:.a 6w to 1a ca] tes .v7s I lxw
<br /> 1"19:1al4a:1 = I.va at roe ,a 1 os As s» rt s ,o+c I+un ll atb
<br /> ZA 7p a5 1t0.1 as +1N9 la
<br /> ISO
<br /> 'r lanl s Jsp Ia 1 aPP l] 53 rL l+P.a M K 1 ]a15
<br /> " 7.`i5 I ar95
<br /> y-•LL-� YHI i SG) 16 1p 4 )0 TJ 1 rs
<br /> w } xr 9p Ise is Ip RP sal 1T n ssc iptS I a}s1
<br /> i6 }]P 13 P 5 5G+ IY, 1 1 4sa 17 5'Gt
<br /> ye } es 7..
<br /> rd it fis t UiP 19fP
<br /> 5
<br /> i
<br /> x 65 tatla-- �.. 1} TS. Sgya 11a5
<br /> I 7QOi mI' M--�, 5• I eF T.a Y '-
<br /> € 1 1b3i sRt 15 sia 15 _ It }]t Ort ]3 ,0 16fa t/}5
<br /> 1w 1-N } -'-l1 � T1 11 RaC 5} 6` U6C',T 1) 1Sp"-25 Sr py5 lla, 1IY5 mt5
<br /> ___ �2; I im I) la a4 115 M 51 ti Ia1L_(,1�`5 .25t5�-^P•.1
<br /> I.I:wat«J uul tlpuxavatades Ndlbsadiusr6kacrnrdvaxxph l,3.3tadnvrstius Iz 1aa7L3:fmnaamt aRil4:Cmplmeb GYa«Sk6Cmtinu...
<br /> AfiD al)webieuQldm•rapacp as4LRFP fK.wr$sml+mds4«x.Fnagaeerai PmW3dmr PMNA_b had J.".F.ra:r:m Pail J.-P.'_
<br /> tti2rtr;drweap re 4.7g.Fp spKI55rt�asmeaasn 427.1 brswE mFnm4na FmrainR racular and Pcdkl+o semnnl Panel eiepd-y.m.5ee,try,,raCia A Por mnm<mi:4enanriaftc
<br /> 3 For spexm udyads of 5'+rnmF aaM Gm DougbeFu-Weh $�yno P Fca'°
<br /> d eanvw!mt sMa caps i still dmaali+wd b] M41p d ra lme.rasa Ptlscia '•+`
<br /> +a5uiatadrwmnel sm sF cq,urr Sx h:.Spa..ifc Gsa+dry Ad- Fx :1'ry1"m 5r x
<br /> Il{g3-GII•'lr+aG•as-qA 11>fib.F rkgivabc,6wp Ye
<br /> 1213A1.The spe,f¢(' pA4 Frto:Mal arc RFra W I. � d 1
<br /> Aplmx%a6mrn Rrae[au G dtaadmncik sbvmfreau,R 16 hex 1 '^
<br /> (o Ima+an«wlw]w15!.al time offiSnaoonaM lzed M$u«nLua I
<br /> dkPla'asrly uruvuxld viN dQu05B 5n G.
<br /> mJ pU Pi. Palcl-WhT
<br /> 5"NP PIwmoQ MsvN:tt co,q,m,e rz4 am usw' miss shillkpeI.a 2 Long Panel OveNon 1 .....
<br /> m h:mauyr,«I b)1=. I'sr4s11 w soFPcr "� Y j
<br /> s.N1ve mnlwe a.mtem d x/nyeigl a gma:xr'urn 1rPn aI Iear c:Imasa>,n, .,
<br /> 4 va'u«skwlmmaaiplisl by Pl �l 1 1 ''
<br /> 4 It'aa+5 dq�m3sea ln.d'e.rueo o[ra,use,mmwttd;rxpa;in mpsi .`..�.+�. . 3•
<br /> awk�sP mAat�am dduim afliemieamcmh..nil is tlaa;�aabl of I
<br /> r�Mrd mlanaYm- -
<br /> laf f>a.l.yn nneRln maalpa..krta n+Y ax lo.rr3n6r mm nNq asA rk anal:aul d'+ma«Ms«rdaYrmmpma
<br /> IS«&aim l.Z:ug3x4x.fs3
<br /> 1. Reduction Factor=2
<br /> 2. G=0.42(SPF or Hem Fir)...Adjustment Factor= (1-(0.5-0.42)1=0.92 or 0.5(kJoists or Douglas fir)...Adjustment Factor- 1.0
<br /> Sheathing Nail Spacing
<br /> Diaphragm
<br /> Blocked Framing
<br /> Thicknesse • - e
<br /> Roof-Unblocked 7/16" 611ll2-1oc N 2x SPF/HF 212- If/156 If 297- If/219- If
<br /> Roof-Blocked 7/16" 4"/12"oc Y 2x SPF/HF 313- If 437- If
<br /> Floor-Unblocked 3/4" 6"/12"oc N 2x DF or 3x HF 240 If/18 If 335- If/252- If
<br /> Floor-Blocked 3/4" 4"/12"oc, Y 2x(DF)or 3x(HF) 360-plf 505-pif
<br /> nmslalnes�eF �1u14
<br /> L3.1
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