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10705 HOLLY DR 2025-01-23
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10705 HOLLY DR 2025-01-23
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Last modified
1/23/2025 7:39:24 AM
Creation date
11/21/2024 10:01:26 AM
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Address Document
Street Name
HOLLY DR
Street Number
10705
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` ii`fNI..,eh tin an <br /> 4120 T:loyt Ave. . v NO. of <br /> il;v(:rett, WA 98203 <br /> (423) 252-2373 <br /> M. '�•( R --tT- Uf DT --t T RATVC) . <br /> TABLE:;2305.3.4 <br /> MAXIMUM SHEAR WALL DIMENSION RATIOS I <br /> MAXIMUM FIEIGHT- <br /> _ 1YF F: 79f AT'1(T <br /> DE(An.cc r n 7Ar1Y -- <br /> •N':uci structural pane•!s or For otJ)cr than seismic:: 31/2 MIiMHFIi:;colt rnr+ucTr <br /> �,(v rcxu:entAN.rt�n <br /> pallICIChoard,nailed!Ages For scis tic:2:1' Iv AHOUNDC7PriNING, WALL \ - .Ta1 <br /> i <br /> -2 <br /> )1;,,:,::nal sheath(n',sun de r , :.� <br /> h^c:ri-)a aril 11/.,:1 �;- _. . V i LSTA 21 S <br /> 1, ,stun hoard,ft,ypsunl lath, • I lr 11, - - ___.___ ..___-__._ �___—_ <br /> .•Ci ni:Di )In>lt.r 7 - _""- '{ _• _. (r - WINDOW <br /> �/ <br /> • <br /> • <br /> • <br /> t•'i:r:i,auln II; resist seismic lotut3s,shear wall height.width ratios 1 err .' f w•�.•. 19''•: <br /> tit:4.)_:1.but nut cxcecdiltg;l'/):1,an:permitted provided thm alIowable.shear ;� • ^'-I W.I.I. r': <br /> 1 i1(1 '.• <br /> aloes m T':,htc.:?311b.t1.1 are muhipliei by hvAt• (. j tk.,i IA <br /> ai:u;l1T r ... <br /> 1,I-.tin alarms is for unblocked construction.Height-to-width ratio is lioru)it• -----y t • w_�. <br /> d tci tc.:'.:I where the wall is installed as hlu•kid constt ai n in arccu 1 ) f.. I <br /> Jt c. <br /> n:;r)c:r:with Suction 2306.4.5.1.2. ? 5 ' <br /> I 1 1 <br /> r ;••••.—_..,+--�•0.7She„•jstt,., _... • (Equation ---:_- --_ <br /> t <br /> \./. 10/ ` '— �I ' ~/ J �,I1 .. _21t T 114- --'_—t7vlinAtl.WInT,r_.••._-- <br /> (6pHE14FR-TOWIUTN RAllO WIIU DESIGN <br /> 4 • 1-Ht:Stit:Alt EAI'A(.:li IE. FOR FORCE1RANFSF61C AROUND OPEN N <br /> I— W1-.7- 3i Min. Min Blocked Nail;;pacing <br /> F'anal Grad,: Common ('cnl'unnoI I'hickncas Ottundaly Y Aii 1{deck <br /> v., K) _ _Nail tnU (mi. II 41 7 <br /> ''ll 1::>4.---- * , - 1111° -- <br /> �-- Sltetttitinq and fiinrllc•Floor loct- - I i/il 15/32 310 46.0 (100r7/7(1 <br /> Nola: the indicated shear numbers have reduced by specific gravity factor pet note 1 of the I: <br /> -11kajpra ' 13 ' X ` f <br /> K••''` ,{ lam <br /> - •- <br /> k -1 <br /> x 1 . <br /> / ' r 'L.... n <br /> _ if 66 K1 .___ 0 3 Kyl 1 ____. <br /> -15 --- _,2 $ K ii\si„ <br /> U -1 <br /> - S 1,ti Pst-o:i J � }�- -� (o -tic-) - T <br /> K <br /> . .. . —r.... <br /> • <br /> (•4 <br /> 1 -.T..- 'T: . <br /> si z( <br /> 4- 1: T: <br /> . <br /> r1Y _ <br />
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