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2018 IBC/SDPWS 2015 -= Shear Wall Schedule <br />7/16"OSB; 0.1311(� Nails; SPF or HF Studs @ 16"oc <br />Table 4.3A Nominal knit Shear Capacities for Woo...... <br />Wood -based Panels" <br />SEISMS <br />A <br />B <br />WIND <br />{ <br />Minim" <br />i <br />Mirlhnvin <br />Noasinaf <br />Fart—, <br />penehatlan <br />Fastener <br />Panel <br />Edge <br />Fastener <br />Spacing <br />(in.) <br />Panel Edge Fastener <br />S cis n. <br />Sheathing <br />Material <br />Panel <br />in FTamin 9 <br />Type 8 Size <br />YP <br />8 <br />-- <br />" <br />3: <br />2 <br />4 <br />3 2 <br />t hidtnttaa <br />Member ar <br />BlaGdng <br />1r�M"---` <br />i w <br />G, <br />V. <br />S <br />G, <br />_6_ <br />V. <br />V. <br />V. v. <br />V. G, <br />j (in. <br />(plt) <br />(kipolln.) <br />(pit) <br />(klpslin.) <br />(Pit) <br />{kipelin.) <br />iPll) <br />(k7aTn.) <br />(pM <br />(p-1) <br />(Plti (pd) <br />Nail leomman or <br />088 <br />PLY <br />096 <br />PLY <br />i <br />[ <br />ON <br />PLY <br />i1 <br />1 <br />an PLY <br />i <br />Wow <br />wig <br />1-7Fa <br />galvanized bnx) <br />6d <br />ecru <br />13 <br />10 <br />a00 <br />18 <br />13 <br />780 <br />23 <br />is <br />1020 <br />35 <br />22 <br />500 <br />840 <br />1090 � 1430 <br />S c1wN <br />ormolu_ <br />JlBr <br />_ _ <br />ON <br />19 <br />14 <br />1 720 <br />' 790 <br />24 <br />1T <br />920 <br />30 <br />20 <br />1220 <br />43 <br />2d <br />b45 <br />[ t010 <br />'105 <br />t290 ' t710 1 <br />Sln�asxa#t`T <br />71ve <br />L3'4 <br />0d <br />510 <br />16 <br />13 <br />21 <br />10 <br />1010 <br />27 <br />111 <br />1340 <br />40 <br />24 <br />111 <br />.�30 <br />1415 1a76 i <br />ism <br />563 <br />14 <br />11 <br />ON <br />to <br />t4 <br />1100 <br />24 <br />t7 <br />1460 <br />1 <br />23 <br />765 <br />1"a <br />t540 l 2045 <br />15f32 <br />1-1f2 <br />rod <br />ego <br />22 <br />/S <br />l 1020 <br />2e <br />20 <br />1330 <br />36 <br />22 <br />1140 <br />at <br />2a <br />950 <br />1860 2435 <br />8:6 <br />1.1r4 <br />ed <br />36fi <br />13 <br />140 <br />18 <br />12 <br />1, <br />14 <br />900 <br />31 <br />15 <br />505 <br />1 755 <br />w 1 126C j <br />r <br />3M <br />4M <br />t1 <br />8.5 <br />800 <br />15 <br />11 <br />78p <br />2A <br />13 <br />1020 <br />32 <br />17 <br />550 <br />B40 <br />1 1000 7 1430 1 <br />Worst '- <br />strP <br />Jl <br />447 <br />1? <br />12 <br />- 6410 <br />25 <br />tS <br />M <br />31 <br />17 <br />IOSO <br />� <br />45 <br />20 <br />elS <br />I'M <br />11160 ' 1485 <br />ctutat <br />7110 <br />1:" <br />:.... <br />8ii <br />abo <br />15 <br />11 <br />700 <br />22 <br />14 <br />90D <br />28 <br />17 <br />1170 <br />42 <br />21 <br />670 <br />s. <br />t26o ] 1f/li <br />StiaatPtr� r; <br />157J2 �. <br />>520-: <br />t3 <br />1q <br />-r60: <br />19 <br />13 <br />980 <br />25 <br />1S <br />:i290 i-�?: <br />39 <br />2u <br />MI <br />1065 <br />!: 370 , -178b <br />.. <br />ISG2 <br />1_;f2 <br />10d <br />620- <br />22 <br />14 <br />( 920 <br />30 <br />17 <br />1200 <br />37 <br />19 <br />1540 <br />52 <br />2i <br />8% <br />12g0 <br />1666 2155 1 <br />39r32 <br />0N1 <br />19 <br />73 <br />lox <br />2B <br />16 <br />1 13" <br />33 <br />19 <br />1?AD <br />48 <br />22 <br />950 <br />1430 <br />1 1850 i 2.435 1 <br />Gsyr�9 <br />Nall (9atvatdeed easing) <br />Skiing <br />5f16 <br />1-1l4 <br />Ed <br />280 <br />13 <br />42C <br />10 <br />550 <br />17 <br />ii 720 <br />21 <br />3gD <br />� 590 <br />770 11 <br />� <br />9B <br />lure <br />lid <br />J20 <br />16 <br />d8u <br />10 <br />^c2fl <br />20 <br />i 820 <br />22 <br />4" <br />0 0 <br />1 at0 7180 1 <br />Ned (eammen er <br />; <br />galvanized hax) <br />i <br />l <br />i ShalkNrg - <br />3." <br />6d <br />240 <br />15 <br />1w <br />17 <br />460 <br />19 <br />6m <br />22 <br />335 <br />$05 <br />1 645_ 840 <br />' (rk-S'Edariar <br />Glue*aad <br />12 <br />Od <br />260 <br />18 <br />380 <br />20 <br />AIN <br />21 <br />630 <br />28 <br />385 <br />530 <br />1 Oro 56J 1 <br />PA-2'Eaadcr <br />700 <br />16 <br />420 <br />2g <br />640 <br />22 <br />-.. <br />� <br />�„"� <br />_.mow <br />SSU,_,�.,7,a5 <br />38i <br />t2 <br />Mw) <br />1od <br />370 <br />21 <br />5W <br />23 <br />7.10 <br />24 <br />020 <br />x <br />520 <br />770 <br />1 IM 12M <br />a49 <br />dco <br />21 <br />610 <br />23 <br />790 <br />24 <br />16t0 <br />28 <br />*0 <br />IM, <br />t105 Sd55 <br />Nail (galvanlw d reolingi <br />{{ <br />l <br />s„t,wisnil <br />112 <br />11 9a 0, rrw6ng nail to,126' <br />740 <br />4.0 <br />40 <br />(so <br />520 <br />5.5 <br />J e75 <br />044 I 730 <br />Flows card <br />x 1.1n, lot19 x 7115' land) <br />slisairtass <br />11 ga, gat,, tnUAM} form to12w <br />34C <br />4,0 <br />480 <br />5.o <br />520 <br />��• <br />55 <br />475 <br />645 73G <br />x 1.314' x3t8'head) <br />l t <br />I. Namtnalunitshe--pacitiessMilWad*wd in accordance«hh,133 to deretmiae ASD a!(owabic unit zheaT rapuity and LRFD factored uiul Tcsislaact Fat mineral conswetiort [canirernents roc 4.3.b. Fear <br />5psuirse [a)uirmmeys. set 4.3.11 for ward str+sh[ral panel Sivas[ walls, 43.72 for panieiebnwd shear walls, and 4.3.73 fa fiberboard shear walls, See Appendix A ror wrilli n and box nail dimensions. <br />?. Shan arc permhled to be inereesed to vahays Shown rot 15n2Inch (n>mlinal) sheathing with surne neitics ntovided (a) soils are spaced a maxirouni or 16 iaches on center, or (b) pandy are applied with long <br />dinlensina across studs. <br />3. rot apaviou and grwirs or frvrain8 it,., [bar. Dvt[glaa-tit-Lascli or South= Pine, rvdmd uemiaol unit sltaar c1paeilira .hail be detsnnioed by walliplyinp Ric tabulated nuruiiml cult shear p[pacily by the <br />Speci(tp Gravity Ad usimcnt Factor a [t-(03-G)], where- G = Spoci8o Cmndty of the finning, lumber from the MaS (Table 12.3.3A). Tht Speeifte Gravity Adjustment Fader shall not he aremeT tins 1. <br />4. Aplun"i stleat silMess values G= are based on sail slip in feanwing with nwisinre content lr;sx than a equal in 19%at dint orthhficaTinn and panel siiffacts vals:cs for shmc wlills cisism [ed wdh either 05B <br />-3-ply plywood penela. Men 4-ply or 5.ply plywood patois cr comp-isite panels are used, G, values elwl) be petmi0ed to be inultiplic i by 1.1 <br />S. W'h m malsi am ceolete of the fieatinO is greater than 19% at time of f4brimhnn, Gy slim shill he multiplied by to_-,rs 6. wte panels ate cpplied on both teas of a shear wail sad nail spading is less Oran b"on c=ctr en either side, panel joints shall be offset to fait on difraent ftxrning atcmbem 40 ahow-n bclow. Ahesnalivaly, the <br />width of the nailed face of frasiong membcr> shall be 3" nominal ar greater at adjoi8ing pallet edges and nails at all panel edges shall be slay,�erad. <br />7, Galvanized nails shall be hol,dipped or tumbled. <br />1. Reduction Factor = 2 <br />2. 15"oc studs— use values for 15/32 <br />3. G = 0.42 (SPF or Hem Fir)... Adjustment Factor= [1-(0.5-0.42)] = 0.92 <br />L3.2 <br />