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<br /> If_ii--ii-T
<br /> 41N.I.,eh tin en . .
<br /> . •
<br /> . . •
<br /> . .• • By.
<br /> •
<br /> Date •
<br /> JY.A.,_ •
<br /> 41 20 El oyt Ai/e. . . . of
<br /> •
<br /> b.,ve.retT, WA 98203
<br /> (4.23) 252-2373
<br /> - . .
<br /> \W,NcL_L• D Este-i,1
<br /> • m it?,..s5r. , HF c,e9--tr- \wt Dy-ft RA- 'o .-
<br /> TABLE 2305.3.1
<br /> . ..
<br /> MAXIMUM SHEAR WALL DIME.NSION RATIOS 1
<br /> 1 .
<br /> . I .. MAXIMUM HEIGHT.
<br /> ,-- I '
<br /> TYF'E , ''--,67" -- -TtillikITO•••,(--- . • • •.
<br /> 7.--. tV1 t IF 1.-ES -
<br /> T ---
<br /> IAN/ .,,,,,,,,„,,,,„A, _.0, . . — ,-
<br /> .i ,,,,,,,,,,,,i panels or I( For canal.than iicseismic:: 31/21 — MIDAHFIRS POP ' . 'NINOCJW .."-- ' '.•. '
<br /> iric,/ P0fICE4 IFIANSFETI - • ' '
<br /> all IC: 1)oarLI,hailed eIII. s For scisrk :2:1'
<br /> , PIEF1
<br /> - ---1-- 111,1C.At. ."..! • (:,U.''';.!
<br /> ,2.',11:11 Sl1c.:11.TIT91,STI110 7.1.--
<br /> . . ,
<br /> n
<br /> , , - ,
<br /> t:IT)clat LI I 1/.,:l. ...,- V14.,,--
<br /> ps;ihn t)I.artl, p,ypsuin lath, • 1)/.2: I' ___
<br /> 1'_E -..::::‘: 11'i,;:“ :. ,.:1: i11. C41:1..1.(-:; wit/Dow
<br /> .cim:nt n;i:ita 1
<br /> . . i .1 : ::: / j 1,,:. •'''-•
<br /> st seismic lcao,s,slwrit wall Tieighl-svititll ratios 1;;-eat6r
<br /> not,,:xcx.r.tling;i1/,:1,JUL put-mint:A.1 pro,/Wed the allowable slirlar (1.----'---1) i.- • -I 'YALE. . Vali. '•
<br /> !IE.:Ft . PiE4 • >
<br /> / \
<br /> 1E1(31 iT &is'
<br /> In T:,ble.2306.4.1 arr.tnultiplic-21 by 2.at,lh. I t . . . .
<br /> 0 ca roi linblocku.lconstniction.Hc...ight-to-wirldi ratio is p./...nilit 1_ - —. _ :,.:•:•:•:•:./ , 1H.,........ C..
<br /> 1.‘,..'.:! wIlcrr.the wall is installed as blocked Gonstruction in acetic ,....... ..
<br /> .
<br /> 111,:c Wiii)Sl:cton 2306.4.5.1.2.
<br /> . .
<br /> ..`f.../17: i ) .
<br /> '215 i-
<br /> 3 : / '"•. <----
<br /> 9: ---J .
<br /> ivii vh
<br /> u,„,
<br /> ...-
<br /> ::-.----+---}- .1 D lle n.i'(I — (1f,quati.0.1123-2) -•------.— ''1-
<br /> ii....(tLi GT , " .i) . • ir------"-'--------- 1:,1.--., ____=_ .
<br /> •.
<br /> V.
<br /> T -ovrinati.mll,o
<br /> .,-.....- 5.1)0 •
<br /> 25
<br /> . C 4, 1 • ' 1 4
<br /> -CI liA . , _ 1 . —1
<br /> flit."TiriliAFt I;APACI T ftç• • (b)11EIGHT-TO-WIDTHIIA110 WIII4 bESKTN
<br /> Fall FORCE TRANSFER AROUND OP TiNIN
<br /> . / el ' .--- I e)7--/
<br /> in. -
<br /> ...M M in. — —
<br /> Blocked Nail Spacing .
<br /> -'4 01 , x /..?.,) --- to . Panel Grad,: •
<br /> Common i'enctrzttio: itlicktwSS iToundaiy&All 1-:•4c:
<br /> V--- • i Nail OP) iri) 6
<br /> .1 •
<br /> V , —
<br /> ON.C7:4 I 37'74- ."-- 1 I o--K,1 , Sheathing and Single-Hoar 10d
<br /> .---- 5/8 15/32 310 4E0 - 600 77t:
<br /> 1 L.: • . I Note:The indicated shear numbers have reduced by specific gravity factor per nate 1 of the t;
<br /> • ....._
<br /> •.
<br /> I
<br /> ---ir ,
<br /> ' x 2 ----- 30 ikiiR
<br /> CA- C- 1 1(0
<br /> ' il : '"."--. il: •-•.-.1. SirIPST'A::
<br /> Svh, p
<br /> 5i1-4D /.0 : HO I--E-XMA ':;-'
<br /> ,
<br /> t..
<br /> ..i.c-tr);)--p-e p- 'i i: •.1,-r
<br /> • •_,......_...,-,,,_ ,t, . r 4 1--
<br /> . .. _ ..______....
<br /> • ---" •-.- • .
<br /> ..___
<br /> - ,•,,,,- - , ..
<br /> ,•---- I ' N.••••••••,,,,,,x,...,,:„..„.„+19:;,...;
<br /> .171) . . •<:: ::.---.. •••.
<br /> i •
<br /> • E ‘ r •••
<br /> \• liT 4 kirz.o---
<br /> .
<br />
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