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2018 IBC/SDPWS 2015 - Diaphragms (8d Nailing) <br /> Table 42C Nominal Unit Shear Capacities for Wood-Frame Diaphragms <br /> :Ui:W.10d Wood Structural Panel Dlaphra(mawi4 <br /> T- - -. - A _ .. 6 <br /> 11061013 WI/A <br /> B M <br /> a <br /> • Plern l In ha,•pacing a <br /> Maxine Boy ,...ro SKIM 6ppdnlda.phiga hftlblhw 410144pnhawWdn0 d <br /> C01 Roamer Nominal i.;krMd op. ad is pdWod Wqnv. ., e,. <br /> 6h.FFh0ie,s Na!!G mine,eon Pad ...... <br /> f Cwa Q/wrlA.46 GM . <br /> M Fade! Wain. FdOsad -.. 1_ .T Lbd1f • <br /> • Ih1.y 6n1 °Iw Ir •11. G. I. C. K L- ' <br /> !d 1 a,c° , <br /> 0sa ror 1P coo PLY-H .� <br /> .--- 1 1 110 6A 7.D 250 6.0 6.5 305 <br /> 01 41M 115 1 I '1 )A fl0 250 4 0 1¢; <br /> a1e11f1I a 191 >H 1 _I "�-9.0 ]fA so -_i0o <br /> -_. --- f� .I �.-00. 1. 10 LW .._4. 6/ <br /> I 700 1.12 YY32 4 6 12 GA 40 80 -B5 _ E'0 <br /> -. <br /> 6i*6 ! I411 MU - 1 110 tK2 • <br /> 1a 4 n 0 oar _,I <br /> .._ 1f, ifs .- 4 450 <br /> • II- �1Q <br /> '.ShrIBMr6M raid t.a Me .. 1 _ :.k_ .i -*- -616---- -175 - <br /> '1232 166 III <br /> I 1 - lea 10 6.o 1. <br /> 1532 <br /> u no__43C_ amp 1 D_. •.• <br /> 10d _ 112 /H72 I -9 r.6 -4i' -b.3- <br /> II I.14.W.W1w.+MWciies6411 b a6p®d a awmalam Mm 411 tea. Caw 161feahamu C YL4:Gorb0sl des311 C... <br /> krmieASO ale-.bk mil slew peachy eduue°bets.mlmiDaea. Paellars Papmdiotlw Poet leim Pantie a P441616o Peroe. <br /> For mall temtnmon r7Weneru as 4.2.6,fa rsiseihe.y5eao., b hens Frsn.6 die.aa.PrdN W <br /> w411.10r.win,rnnn.lpmdAsplera m'.s*Aryeneadarmrm. Proaw/ _-........ <br /> mlldimvwen __ marl <br /> 2 Faapal.ad.10 orib, 0m 6agluFr.W1A a 0a4bam I Lai Psi 6ite0Yr. �" .-.. ._. <br /> ▪G..*1ana1m114a ealpddesRdf 4demnlesi bnnsh4sW TYIr6adw101VWYa • ` <br /> lls rme.mtw,edY ladlameapdry by Ile apaMc Gavb7Adiamal ✓]i �°I .II di dp 1 3,A :. it <br /> paw i1•5.1+Glb ware G.Spad&@ady afafe Bad a/WOW sal tltl ,.-4 d <br /> as Ass as.l]].M).Rs 6pai6c On.1ry AA...Taw AND ml ,. ... <br /> be rear Mac I. •'L� 1.....e r.u.- •�--mama. <br /> Spore.N.th!lam vale G.we beau on mil 1 M*1-with _ <br /> }.wolaaa crowb1 Ihm aslml se 1164 se the or nsrlmsrd pal 14f6 Fad liastla. s <br /> wpals WI.I Ohl daptreta manna,lly PlrwoodPmromaa mvoo*Powee ri20 FaraOdYSlpPw11' I II4i3(: . ±Ct,!a .-: 1€-39811't.'11 <br /> alms.]4pmlwe le 4mb .i h)11 di 11L 46u897, j. .al�.•�!)`ra "-. 0-0134 fe s.,..a <br /> 4.Pass haal.041m a Itt Balla it lemma Wm VW61 Oac'Maio- • Iip*63123: • �1 t'n 1�'11J ISi55.. <br /> an.4aalua a6fl4aut4dki tryst. •y ...awe <br /> 3.W6060 mWmm roma m Me dada of coal..Plod pea '-" w-^ ie�rw <br /> PAth P..is.102%0.44041 6.666 of Sewing owsa.,4adb "1 pmla.ah6P..aarplwslwa awls a..r•w Papa PiwmaP ha.6.1.6.wim6d.wsPa <br /> iWapendnaaf6a pad oeiastlies. pP 06.213 d5waw 210 <br /> Table 4.2A Nominal Unit Shear Capacities for Wood-Pram--Diaphragms <br /> Slacked Wood Structural Patrol DlapllragiF6'''x�r - <br /> A _ <br /> WOW leis <br /> earyrrmm.m <br /> ml awral F4Y.alk601013 .1 saw. <br /> p4,a4wprmrbre lwraaataa�lmwm441a�e�• <br /> 16ww 1 4LM1 Mred ale^ a 1. I 4 . <br /> aria • -- _.1..__...� -_ 1Il. 4_ 1rr <br /> w rrrrrr blrmim k+Y a"."'l.nr' •F. 1 ay 1 •`-- <br /> Mrs. ragoorn <br /> m.ee mil Ws ra.664 PO IMI Ow.y_2111 11� Ab'_._ JCL- ' _ I Y �_Jt2 !lee.I lest_ <br /> a I <br /> I wh]~ BY s*le PLY' <br /> M male da' n6 am <br /> p 010I1p if RN) 1Y 0 0 OW M a ® ml 0* toi <br /> -... - I._• sus a r a si Ilk ao is a.1 as au a 11 o it a Er <br /> F� lei 1FR I`A-'6 <br /> ..1 m L>♦ N 5 re /1 a WO 51 if sir If 0 i 11f1 10 11 . t'"�1-';.m <br /> Im F1O 1an) ) _ ft -ii If 1 VA bl WI 16 4l II. sI 1. I ,., _.a <br /> _ 1100 10 0 K 11 WI 1F 11 IVO 75 I6 m 264 <br /> rs B16 1-_1i660 -.'!-t1 u fie 1: 11 1a1 -11-11 II all d.: a 1.1 <br /> 41s / m0 11 10 be It R a.'! lm m. IWO <br /> 131 <br /> 1 4i 1i I 1.i 1 i 1 11 -II 1 DP <br /> lip <br /> 6p 1P �4. F! <br /> © 2i J _YrW iii p I-2 13 i 1mD - I:, "Miele -66f�T 1:% <br /> M rail 'il;e I - .-_. J--6i'" :.d id I r 16 v I Ilt: n i1) n! •_"9 M 1 1' <br /> W is Li Ili )e lei -uo" .--it- -II-`mp »_._....fi.. r. 1®s ice's <br /> .._.. win 1 snit ea s <br /> Ma (.®.. u 4R,_..31pp8- '!6r{{ 11D I+ i1 'ro a 1'.. a mass <br /> 1p 1-w Masi--4-_1'I:TO n u-�I I1 II I C -1'0- 1-"i llil II i! ° I;o - <br /> -.no 0 0 NO ID 66 _1141 14 r.J211411 11_ 11 . 016 . 00 te 1346 <br /> I.66.60dlbmemPYl10006ea5ml40.0.4 mm511411Y akwsim I Cam 711/016fiwes Cleo 2 1:Cr.. Cum LC 0w44,64 i <br /> 101)42r.abadl Nwrmpad p o41RD Woes/a twaWme Fa wool FwadW ow Pors14626 Pied kiss9*12 u hsllda 1.41. <br /> mmocom notmertoot424 FomeetemponermO.s34.73.I paired lsMaiq Pe.Nm ae.a radl4spdr <br /> mean).nl.11361 ern.l*APpmfo A kr coons mi(swum. Fraxas <br /> 3.For Gads sagra.ofSwalb00 Dati41.F-v.1re1 or Smarm Is., ..s.r <br /> wd.o d seNml mit rbwr mpuhia dell be 40meead b'mdiplyia the loot Ps117ea1ise ▪ :,_ ` . cr,,. <br /> nhdsledaedad ma abarwahyby P 5.1.0e0miryAdj.'s.Ada- Nste.inir to Minors na' er-_ jl I' <br /> I1t6sm11 hone-0.OiSAO a0raI b*0 wda,61011.asffWr 8l •••�"11.11p I I1 e .ell <br /> I2A0A).)leF"Asa <br /> velum, <br /> Palm sap ash r.ser4se I. - <br /> 1ApneaaPer"Aau hies. .velum,am.sTie 1151 was... u- ' '� .... <br /> eo.ka as who a opal a 19110Uaearbbrimi sad panel Yhf Nw ,.- .-`we.+r" <br /> prd'wpnam arawaetd oa ei'1Al12bal¢1 dlamdFwaaa Wbm44f ""'^^' . ..w <br /> alylyFi rmad ps6 or ataamitc tomb start a,tabu aWl4 rambled 6agplbl Dbism 1 -..-4 -'• wiAiewel by PwaNl d Se _+' • ''' i lfm"' <br /> 4.111.nelaae emka arm.hray k Pear Pis WA en Wine d 1...11ah - ;dn:7:19II 11 lilC.h.'l <br /> 4sus*Ma ra1pkd tr7f3. Il lea F;g": ' ,1 -i'4';?1�:;f <br /> 1.Oapb4w waiarmdawdk ak asedae demure=I'd is, abhmwpa .,'.111f6:: 1104°h:'Ii- <br /> L011s6n1drtaimaadat as of BmdsF mesokr.eel 41mnedamU _= <br /> la ldeparadal trm4dl.41..m)aawagads TmmPdadesgPwd6Pela.papm040e141413wo <br /> Ilwlicda 322 ud540.1111 <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 Blocked Framing Thickness Edge/Intermediate (Case 1/Other) (Case iJOther) <br /> • Roof-Unblocked 7/16" 6"/12"oc N 2x(SPF/HF) 212-pif/156-plf 297-plf/219-pff <br /> Roof-Blocked 7/16" 4"/12"oc Y 2x(SPF/HF) 313-pff 437-pff <br /> Floor-Unblocked 3/4" 6"/12"oc N 2x DF)or 3x,HF) 240-pff/180-pff - 335-plf/252-plf , <br /> Floor-Blocked 3/4" 4"/12"oc, Y 2x DF)or 3x,HF) 360-pff 505-pff <br /> L3.1 <br />