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2018 IBC/SDPWS 2015 - Diaphragms (8d Nailing)
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<br /> Table 4.2C Misdeal Colt Shear Capacities for Wood-Prase Diaphragms
<br /> d s
<br /> -...---- ---- Unblocked Wood Structural Panol Diaphragma' '
<br /> A
<br /> _.- ammo moo
<br /> •
<br /> aaano a In ea'Dar it
<br /> Minimum Nlobm.n p 6 F,da 1 6 in,Nal Vowing alldhphropa L.wabda • daphraten boalda o.and
<br /> Fat.n.r NDRinal ...wlr9 lx.a! and epv_ ap(ttlias.._......-. _.u,"nolod loot wipes .
<br /> Callaaaa
<br /> Wade um.. I Fmri'Oben InD meek edi.s w'.you cu.t 1 G/w WAG J ' Gee1 I La• �i.it
<br /> ibU pM1) °'�,j a G. ' V. Q b. r K-_
<br /> S.
<br /> OSE LY-_Isar: ONPLY ABL
<br /> - -'- 1 I late D1r DA a0 i �10
<br /> M t•tM Y16 3 D 10 160 4. 40 )D^
<br /> r"
<br /> Salami al I. an 1 4' Ib ro too So- ._ 505 1
<br /> 0
<br /> • lad -. 1Y.4 3 1 alto 11-1-D "119400 6 {6�B0J
<br /> 1!ib g 7 �.. 33 310
<br /> ed 1.7N ss zsL_4r._- ail
<br /> a. TTO 4 6
<br /> alb 9 ss I i5
<br /> 4 )5 TA ie
<br /> 100 7.yrd ,$� ,i10 i5 !'Z •4A .e '
<br /> 1239
<br /> -__ - .I __ 7g� I i 1 rb 4K 7.D SA li,
<br /> I.Noma.'tat dvapolia 061 be.liana is madamaala421 rode. Ibo lll0Weoono I Coo Lk hrteetae O,..ua:QApwes
<br /> lamieA60d1meAk mil devopechy end Ulna tamed at mama Porll.ho hrpediodr I pnld War KOK a Paul loess pea
<br /> Fa TOWem,ne®n rwuem*D ea 4ib.Fo oval'1c aploemmd. 'se 110124 Emig dia5ra4 ra1W s
<br /> .a417.1&wool a cerapmldaploorASe3Amedi.4 Pr Dam pray
<br /> wl diemia. .I'll' r-.,,-,� awe
<br /> 2 For gala sod pubs of Damao;alba tb.ayes-Fir-Ixh a real ae. .sAy Pal Deo2.1 wawa . wawa --.
<br /> Pion:Oat TOW melbalapaddnarrbe MOO.tl be p.tlpl9ia 1 Perlaoin elotappa -c-- -'@:•--
<br /> atbbd.trl amnia mit amalpsdry by Ile spare Gnary Adlrem, 1 J'r''tt 3 DE3@I➢6'-„_ ail '
<br /> r a.w f140.2eLlaI)nG.Spolhe Moto Oat l atat hobrlrom ... 1n1 +i@6Bl9e;,; a ;P,
<br /> th Ka 0.641117A).m6pa&Omit,Adweae tPost twist ` 4d7 11011 1
<br /> be tale Asa 1. a dive of
<br /> .�=.n..r•a- 1...........'am ...s.rw
<br /> 3.Appealels'Who.oh,a.ere basal 0 a asp In Bsad2r a+A
<br /> voan wPad
<br /> --_- r'�a- • _
<br /> moo lees diet a.g941 In1.1L fsab+ra sd puei Lay pledn.rden sma _. r....
<br /> mmwn bafet pd+Datam:md wm ed. .erODB n l-ply rwsudt top./ '" i„i ) k?'!86ti�.=1�'
<br /> peat Winn^-Ply erStiy Komi Kola a eaapolarelfae pled,0. 11 10Ct!L110 3 1' 0' 31 E;RSi@@'le :'4i
<br /> ram damkptarrda hsabielea by ll 1: d
<br /> 4.What mattes ammo Otte Leman mv a aram ITC u dna Orabas 9t-?llllga'..C. j 0811 1155D..aID..M�
<br /> deal 4.ata dal be metaled byal. •w L , fi ,. ,,,r„-,
<br /> s.DuKitten mama operas ea ea^.rare of codimaua peel*so `-
<br /> KY KOK,a K.Im.KB O. ."..Are.6.•Of..vnpm.elo...,4 W Kowa udebrotOmorWaryr5.41.. .00rfytheame DPlfwdrrpoirlraWPo
<br /> iropsodul of be End aianOdia, (so t.tialal JIYi....]]7
<br /> Table 4.2A Nominal Unit Shear Capacities for Wood-Feaiits Disptirrgss
<br /> alack6d Wood Structural Panel Dladlra m.1I''t
<br /> A __
<br /> wane
<br /> D(emC• lsulrka�Tm
<br /> MONK TAee.N K.earmlal..Mot a easNwm trur•Taloala laoar*eotaantNNra.31
<br /> _ans..7le.+la.6a.raal.r•1D�9aa ...L,�i_De'� rag
<br /> entree sifolsola
<br /> - -_ -- - L,R I f ` -i 4M-read. .Itw
<br /> Fli*Erormes ai o dWYaa w.tia, .4p.la e.1.1.a••4j 11 •
<br /> moon Goo.n w ` dAdillra d -! no
<br /> s -L
<br /> Gnaw no tag ...I r • ,Pwd� r % Iy 4. N a. 4aw © `b
<br /> nrr WI
<br /> n to plp�epa IA a1an.t 1r. r..r1__JIG alit, __IC1_.�at._! 15 )...e9• .
<br /> _ _ _ 0* 0.Y Om 0.e KY DO PLY
<br /> .e 41w Oa LS 13 is a la to m ,1 - OS On
<br /> 71S ta a a ND fA at to gt rA m 17 n 1r*t 1
<br /> N 50* m t la a TN .D )1 1. ,Y.. 11 ,. ,
<br /> pTo El at t i At Isle u n � •
<br /> i�.f
<br /> it- N s Kt FT ti i s 11 Wr a ,1 1 1K t j 1 i Ili Ka 1aaII14 R2
<br /> lea .F ID .D m a s1 : --La ll.. 1.. �Y11 71$
<br /> as it a.:.w ea ee 7� v g4 m to a . . . tau I
<br /> -- . 1A- �A• µ- gm a 17 U'.
<br /> OP t 49 ■, l.9 I 1 fe
<br /> L II o. 11 eI a .r as .. -r�' t,. ;a,
<br /> is it 3 to Da 55 la 54 u ea 1 ago 73 an 13- I. MO ant
<br /> m 1,1 ins , . pp�� S 4S ; a 1 -14at ,m ''-1
<br /> +rr� nrux 11 .� ,lea 7A N p...,MN 1 4r }5l i smD liar 9 1;
<br /> ,r77 , ,s 1S P -41 , 3 ; kr-� -
<br /> ® tf i1 rep le 4 I Iim 17 -e a
<br /> 12
<br /> 7
<br /> Ile „n tw -- mp a d 9w-fi-iA-'1 iti _ 7 -C I we a , as-)'I -'D 1
<br /> _ _ lee
<br /> : ? ire if C gN 16 Ie _Iw.O v 11 La SI a • 10111 110 t9• 1 UN,
<br /> 1.landsl a47ahaaap.ddee*Ole edfmtd armedom Wib9.3J1dnemiw Caen l/LflY.rm ems3N:Cremes Coo 1DF'mrivad
<br /> ASDabnbl.mddtopel7.ad LLFDbaeel mit.eddau.Fa Dana Il.d/Oa Poopoi.r Pod a-p.8-a PmI Lr.ham.
<br /> rmmotkanob,aasoet2a.Per ped2SatweeOmitotAZ7.1 Stood it P 0_i Omar.d petrel re
<br /> rnaeelI po.l dia7MFnr.Sae Al3a/b A fareesem sal 1ba.eaaa anal
<br /> 7.For 4•daa ad Baas Drawing air don Doust..F,.7+d or Swelaa Pee, -w
<br /> natal swami 00 slew Koa lis Oath 4.taree.4 by a131141ei lto Loon Mel Wade sa :." r-. •' es. 1 r�
<br /> ffilaed.ese.lml5Lereaoa a bl'aospatlh Dania Mnaltaa#aa- Pe1mialouSnppab I `r 11••• •• .
<br /> !ldiduL.base-svalh.TaMnrraeaemloxwilmleeuexmtmk , 'ail 1s5*-= wa.'; g�•`
<br /> i12.2n1.mal3anr Carty A4*arnatFo a,hinob0N•+e.umI. 'T1 "u�'I 11�D!r!'Lli>li �1 pry,,
<br /> 3.Ap.reeekae 0Rau velues,G,Ora buedonal3 dp in ow*,ebbmeldm ' 1..PPat eF".°.o-411' s'{, •_SS0..'
<br /> ws ins terry opal It l 44.l tio•Obbricettat and pad wean Klan 1,7 - i ""�...
<br /> ta4iapheApa 0000ted Ma 228a056 v3td,elaroslpada M7ea4-917 -
<br /> or mka.aL'gidhyPllor talga.11c path esaoed6.°al.uabdlhpa.dnee Lot Vaal pl.... r'•••• ' W. -"
<br /> y. wawa. ,tF�
<br /> 4-WAeresas.eao.w n7de fe.s4 le paw Dn.zsa.nt'm,e d bbakus MLddS.rpev ;;,✓tiaN'sti 1 it • IlIL':'S1A�"
<br /> 4aaaroal le uetWad a 61. 41'...ii: tr.., i , , +'4:5315;,t
<br /> D:ploasetarmaadoole ale&rom.fmasar prdjoint via rapes As'Is•.. E9i`p!R:'r l:w.
<br /> D.
<br /> varbree°Reim oe,"°...s.((radar m ato.n.d Abletyeadmr of I
<br /> 1.5 Iblr..,adr for 224 .1rSrapt Ise dn*sane'r!,de tsipdd.mi mesh 4.r a a1TA^
<br /> Oskar 727 ad SW1032.71
<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 Fir)...Adjustment Factor= 1.0
<br /> Sheathing Nail Spacing Seismic Capacity Wind Capacity
<br /> Diaphragm Thickness Edge/Intermediate docked framing (Case 1/Other) (Case 1/Other)
<br /> Roof-Unblocked 7/16" 6"/12"oc N 2x(SPF/HF) 212-p1f/156-plf 297-plf/219-plf
<br /> Roof-Blocked 7/16" 4"/12"oc Y 2x(SPF/HF) 313-p1f 437 pit
<br /> Floor-Unblocked 3/4" 6"/12"oc N 2x(DF)or 3x(HF) 240 off/180 Elf 335 plf/252-pit 1
<br /> Floor-Blocked 3/4" 4"/12"oc, Y 2x(OF).or 3x(HF) 360 p1f 505-pit
<br /> L3.1
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