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2018 IBC/SDPWS 2015 - Diaphragms (8d Nailing)
<br /> Table 4.= No"r ai unit ahear Capacities far Wo1041 �s:Wspi�ra�a�s
<br /> Ullblaelted Wood Structural Panel Diapleagma3".4 s
<br /> .........:..:.
<br /> _..._..�_.__ �•••--• -_ 9ERMBC WIND
<br /> In.Nall�spig et----�7
<br /> eblNrdm 11100flm! Hwr44dM&It' BN.Hail sp"Iiq et CK.Ph-ge,bawxfedes 11.111, bounWvlvr,ad 7
<br /> FWe04r rF1Elh.el Neaadpne i d ned
<br /> C.. e0rl ed es sur>br7ed rle{ed ez "]
<br /> t7rv�lhht9 fieeb Ne00e Pallrtaltlon }ice >tirrrrled t L'uen 7.r,<,5,5 Ceaa i Cxb6
<br /> Ir FraeY10 71ieYnlla EdOe•el'd R•Or4,5.5 j
<br /> t plat pal
<br /> 9-1
<br /> 08a PLY 055 PLY
<br /> --- I 2 1 330 6.0 7.0 250 CO 4.5 � 460 350 I
<br /> OL 1.1N FYfS a 37H 0 6. I 4.5 4a 620 350
<br /> Sk.walI ad - F-3R SB 480 7.0 0FN CU 4.5 - 670 505 I
<br /> 1- T$ 4.0 1t0 551
<br /> 1 F "D is t0 Q9 9A 70 aw 6w
<br /> tOd I f-1$ 15E3r 6e0 52 0 <10 H.0 b.0 095 670
<br /> 7 !3Q0 5.0 -5 220 0.0 4. a � 310-...y .
<br /> Otl 3 i•1M S✓i5 7 5.3 2 i0 5 4T5.e... 250
<br /> 34 2 3]0 �.3 250 5.0 4. 400 350�I
<br /> fi.9 45 250 4.0 520 1
<br /> �"••• ]15 2 430 0,0 65 I 7iQ /.5 450-.
<br /> + :SQ. 450 5.5 5.0 8 O 5.5 4.0 a4b. 415
<br /> $iF101tfbG% - 1510 7 " _ ma
<br /> 15i94: 4E0, 7.5 Sb 13e0 5.0 4.0
<br /> 550 570 505
<br /> A0 fi 7
<br /> i Fyu !' R 141tl t5 90 3�eQ RTC+a 5 E
<br /> 1 10d 13rz t2- 50 30 BA 5 {_a
<br /> OW
<br /> I �.._.-_......_ 1992 R !eafOJ 1. 7.5 ms i Q=
<br /> I.Nd�ad mil rh5vrry.vrtin Ball b.xQpased v�iuudusc.Im«,7lo Ar Axs 737.Cmti�..'. "-]dN Cesirc»an G ,5&6 Cdedww,
<br /> IrnabrhSDvllor ble witrtmrapciry em lRFD hcmrW vnramisd¢ F--r PasYvperdrdar Po-ra'wl Pdrdlkl rc- Anel lvmu PrOld
<br /> Fm per,!ewnncfirm rap aravlU ar i3.6.Fa.paifie rexdr®ems, to Frmamp ��F+aaie5 d�od¢tand Paalki m
<br /> rx:6].T.1 tbrwdalsa'xaYalpamtdiaphmlWa.Smhppenffi,A hn,ammaa Fra»ias
<br /> A
<br /> 3 F aa:r+dbm of 6evuaa oahrr due D.v1laaFi idb a hirA k, Lanc P®cl Ob�n ..,, ..-.
<br /> pia I��� orirel untl+hm+eananlia dmU trc d•serauandbvmukipl!irg h+lsmkcviu la 5¢p.�.vr u
<br /> tr La.dma -.4,rdt.bwr repaghrs.spad,L a..byAga,w.n, flf FF t-ti'
<br /> r-x-,or (Itb,s.clJ,,ha.c•sy.o5o crar;n army b.mia8l,�rb>r F,vm -
<br /> Ik.+,'Oi Rz5k 17,7]A)-1'�Spx+6<Gnldy ia-;-teraa Poch dad?aN �` " 1. '.
<br /> he Rrm 1 A .d 1. '•.-ems.
<br /> lyu.n b,w>rifinrn silm,0„vs haM oe IWI f6p n paml A pmr1 a..e
<br /> moI W pe rntka/krl Ihar.w wyWl n tn:at dro.of fabnaas ar l.nnE P^ae:lA[eaYw� ' (
<br /> N onus Ya Bra krc Au}4L.Pm auatraLud vim eAh,t O5B rr 314Y F+Y'iadts Pamll.?Ia S+gpvO' �; 7'lbf. .Is
<br /> N.kZ.,ply
<br /> a[`--OIYPfwnnod pedHsm oon4�xPeu4.rc ezW,G. 1 ] _
<br /> r1Nxf a1u11 M pomalad h mm-t4b d bT f.2
<br /> 3 i
<br /> /-Wbmtoir <ebX+O an,bt tumil 1t prom duo In a=dNe arfasMF
<br /> dFl 4.aat'lx dlal1b.MdgAedby0.7.
<br /> >.�apbsagm r41B,aMs A.preec dre dimctvm oT rmeimiv+,RNeI jab.
<br /> imr,rspa[rmmeldadYlyAlmatl.dam&-tbl'amisormbe+Y.vdu I'i I„elgne'wrclavx-.eplez,mvngkeb..IL»b.ya,..a.a�•etl.1.5R.rM»J.nryrladwdruuimsv
<br /> iad<pvndr.t of d,.purl dadem:aa.
<br /> Tail•4.2A Norainei Unit Shear Capaeiti•a for W094 f AM D IMnIpa
<br /> -- atoeked 1Vood Structural Panel d
<br /> �rrY- wxb _
<br /> jtr..uWro pn Iwl L�r.».»e
<br /> W'�/gbM1iXd®InPeax+'�4s Pp RNrmWnwa PWedyaprWtlleMM Nwleepmpn411nMM tLxa)LI
<br /> �lYwmflp Ldmnan Ed-
<br /> 4retln II,HIbe r"°I rxMl.Ae„ r, K
<br /> w__*M pal M ern A
<br /> 1-4 I 'e , O8E RY Oil b•Rr G RY
<br /> I k PIF 3 7 a f 3 5 S is 75 L 4 6 ! Ma A 5 6]a M f I Tf !
<br /> _ 05 %0 Ta EO E.a �7 7L ni5 I lE'A
<br /> IlfrrOvl t-H lt1 a S.It i0 • eo +3aO T n !� r 1 .vfkAf
<br /> m YOa 13 Im l] LS INY BO 6c 135> ,a O r•5i ' f69) +!W
<br /> IT I I50 +! tz ,ia Na t 2Y5 1
<br /> I Ib 4ta film yj 73 15 1 ree to s5 tU0 11 t7 +LW za t1. m,r
<br /> l 5a4 a a 4 aL Ro L - �t ii n 71
<br /> „
<br /> ais
<br /> l91
<br /> FI t•+» i s•E 1Z sr s as 50 . 85a +r tz lea tl� I ti'r
<br /> 7FC Si 5p F.l ?�0 1dBs tt�i +IX
<br /> .- -••••- 391 ; ,dC t� ] e.a 5 facto e, a! ,ah+_Z,tt ll�- - a2v
<br /> < e �
<br /> iB9
<br /> w7 trl f-N tri!
<br /> :'t'+iLl,?bnia -ii-'I
<br /> el I. ' mro a 11 r 1^
<br /> _ S9r +5 7U 15 11 b 71 Ta t7+c ]7 16 A1d tiL" ' t tc teYS
<br /> 3 !Ed rl AS +iYa 7 „L _ar-..W+y_ 9fa t + 37m
<br /> '3A kasT
<br /> tnz J 1 lm 1T tz �a wa w n ,a.b a4 I +uc � zrt_t_t_zw
<br /> I-7imrtaJ w-tabor a.rxima 4ealFmW uxsaveaeRxihA."]mdetamim Ce.n 1&S:C4enneam Clad Cennrta < IC..-M 1'€'rcakwrrc
<br /> ASodh,+..larmclzhwo,achy.pQLPFO fvtarxe mir revsNatF.Fmg-A Ravel 1.6.FM.Ame A.I$.I-Puu , PSxllank F,
<br /> smstmetim.rearalremenn5s<l6 Fm mu111rgoilaTernO.sr_d3 T.1 Gv r-voG uFr-iig 1'aNnR di-add Miaelm
<br /> rY,'.+trJ pmvteigkq-SN Ap,rn4irA frc,melmcmil iimrnriarr F++aoG
<br /> ,Fm spwevdd Emda tb,moaR omarb.n DdaEbx.r-LmF Skvrlhem Ymc ,,,a
<br /> rtdu,d mwul wit T iYukin abdl l,.du:rni,„d lry mub,rlvua the LvdFpreel7Yrwtir< ,e ra -..,
<br /> I>Wuc;mmwl mor4 ra'•-xsl=i'Ow"apa+S.Gmib/✓vamwl Fxrw. hrrtdadrmlvplutu I j� [.I d.}
<br /> Il{bs911vhaa G-Sfea3u Gnviy of the p'dImLE lwabct0 IIF NFf(Fanl. tt 1 i++.
<br /> I�A),i1,.Fp.alfe Cmrlty Adlmomms Fens shel na'de Fal-tba i. [�Jl L, 3a
<br /> 3 AppaevdrarLtllmvvNl,a.G-.r-BxaaNm.eil[lidnlrama5wimcmnree 4 -
<br /> (a Iu:ktt aulw w.w eels-.,e;'n.vt hb-r+ti dad pad n'�nerrs rcBm r _ '-�
<br /> dbYrcartua cmumntd avilL c10¢r OS&ur!-P!1 Fry..aa5 Pods.Wbma-p(7 -'-
<br /> m��yil��pilmb gReiacpxi+am urc'G.WYa Hssllbe T'+-°°rt Lr479..101eedee +r w - � E
<br /> a0.b r-ataa- vn Nhfznwlr6p, er[]+:id'rc sr tvvr,i 4`aiotvn tar,OetbSgpms' I.y
<br /> 4 a}all br udR pl Ibf 4) ya Ffy
<br /> •DiepWigN tkzunk mrdimnimolarAcwtspandlal,IdTak -_ll I�74���'- I
<br /> tkc W 4rg dt�tidn.m Lm.dda of fnvaal mrmbsz and n'.dc�a�bt f
<br /> p!P.w+pnra+nl fa wM�ac hxB u,YNI..a,h+'B=eparpry.inS ik t�q,pdil Rertia�.Orr:AWrr.zFtmt
<br /> lba Scam)7:ar-0SssYn Si 31
<br /> 1. Reduction Factor=2
<br /> 2, G=0.42(SPF or Hem Fir)...Adjustment Factor= [1-(0.5-0.42)]=0.92 or 0.5(I-Joists or Douglas Fr)...Adjustment Factor= 1.0
<br /> Roof-Unblocked 7/16" r 615/12"oc 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/180- If 335- If/252- If
<br /> Floor-Blocked 3/4" 411/12"oc, Y 2x(DF) or {HF) 360-plf 505 p1f
<br /> i .'fld&Y d8'4a
<br /> L3.1
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