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<br />CUNNINGHAM CONSTRUCTION CO. <br /> <br />@ <br /> <br />Wall Section Details <br /> <br /> <br />Marble sill <br /> <br />._,..~ Pre-eng. trus..., 2'0 O.C. <br /> <br />Composite 8hlngles on 1 Q# felt on <br />- 15/32 COX tasten wJad 6" along edge <br />iind 12" In~rior SEe: 'D.e.'fcllL @ SHeo:.T <br />u.S P .$ Ii<: E,'-!2}. (..-=1 ~:~ - 'ooq 18:. "'1"~Jr>r, <br />'--- Slmpaon ETA 14. 8 - 10d x 1 112" each <br />~ truss ... .. ; <br />"" Aluminum or vinyl eve drip. <br />" fascia and vented soffit. <br />sub fasoia. <br /> <br />'~ Lintel block, 3000 P4>i. fill with 1 ~ <br />lilS bar. 30" min. splice. <br /> <br />Pre-caat header with 2 - #5 bar <br />o\(er Qch window and openings 6' <br />or more. <br /> <br /> <br />1 x 2 p.t. lb" O.C. <br />and 1/2" gypsum <br />board. <br /> <br />3/4" polystrene, R.5 <br /> <br />Clean, - <br />compoilct. <br />.and treated: <br />fill. <br />~ <br /> <br />Aluminum single hung window <br /> <br />~~ Pro-clIot oill <br /> <br />. --- a" concrete block <br /> <br />"'-, ~ bar with 5" 900 hook imbeded 5" into <br />~ footing and Iintol block. No all corners <br />--- and openlngo more ~n 6', each end <br />of shear wall and 8'0 c.c., 30" min. <br />~ splice... <br /> <br />-....... Grade mln,. 8" below top of IOlab. <br /> <br />-4.. I{ slab <br /> <br />--- 2 - *5 bar coot. on ohaira 4,'0 O.C. , min. <br />.plice 30", 3" min cover. <br />Wood Floorme &: CODcret~ Pier FOllDdatiDll <br /> <br />/ <br /> <br />,I <br /> <br /> <br />dow~ LAP ~, t'~. <br /> <br />~ <br />:3 <br />Ul <br />,2 <br />~ <br />w\J <br /> <br />~ :DoweL Sn.:,,- <br />Cl..Q....J O<.l.T&Ll <br /> <br />_J....s.q..<Stod) <br />(1I&iIcG wid> oixllAib@3-joUo.J ....__ <br />@~oIUIllilo@Jaio<_...~ <br /> <br />/ <br /> <br />ScnttiooIoo 'l/ClOIl f_ S)-. <br />(lJ_OoIv._~_..... <br />,_..... 6 .....1 lOp . J _._......._), <br /> <br /> <br />/8" block <br />~ /"'~ <br />t:. ..~:: ./// <br />;:j,,// <br />'.',,1..0-"- <br />..!.~. <br />~~ ~~ <br />_:&'>- <br /> <br />-1UioIonioc <br /><f_ll:5 (S/I.)~",.....m-tw <br />QA.... met ~ ...... ....a.c.) <br /> <br /># 5 vert. bar w/standard hook <br />imbedded 6" into footer and top <br />block of bond beam, min. lap 25". <br />Knock out min. 12 sq. in. in bottom <br />cOl,Jrse of filled cell. <br /> <br /> <br />t-- ~'4 -t <br /> <br />'I <br />....0 <br />-I.. <br /> <br />~ <br />;;---(2) #5 bar cont., min lap 3011 ____ <br /> <br />r-. 11~.1 <br />, <br /> <br />I hearby certify that i have reviewed this plan and found it to be in compliance with <br />section 1606 of the Florida building code, 2001 Edition, meets the requirem.;?ol~"--:- ~ - - 110 mph <br />wind zone (3 see gust), ~ An; I 10 -Z2.-rs:> <br />Sign; //. P-- # 6603, Dilte: <br />J-.A. W. Davis 1# 8&03 <br />P.O.Box 720 <br />Webster. Ftorrda 33597 <br />~iL Lf ~ 1.!L- <br />