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HomeMy WebLinkAboutPermit Correspondence 2004-3-25 PROJECT I BRENTWOOD ESTATES ADDRESS 317 30TH - SPRINGFIELD - OR SCOPE FIRE WALL STRUCTURAL EVALUATION 1/1 I DATE I PROJECT NO ~ REVISED ~_-~~___= KEATING ENGINEERING LLC __ _ __ 188 WEST 8 STREET SUITE P - SPR1NGFIELO - OREGON - 97477 PHONE 541-726-9995 FAX 541-726-9996 emall keabngeng~msn com , . I . i I I ~~ ",\QJ\{ \ I~" (,~' f, DESIGNER. / Steve Keating . t. i- rru ~4 O~ 1~~IOf pnf OF ~t'\ I ff~ W ftBlltrl..1t 1}rf,~ I \ 'I'} ~ \ 'l, ;=. l. t 1 1 ~"Z- ' ~ffrt:nw ~ ~ f~{V<< z..zc ~ l.tl" \20 ~\ 0 3/25/2004 02-41 I I I . ; , , , . -t:::.~ ~. , J : - I I :i i - i'f-V'h t7 G '-') ~EA-j1.I,~ , I I-l~ t;GtlJI.JL ~~ (; '7M<?ll... t.<Jt/f. 71L16 4. f'ft}1' \J() v:' l' (Z-9fM) :...1 \ Lo fLF- > . I VI,., = t (f) I -=- ~5' fl.F- u.C; fLF I ' THE STUD BEARING CONSIDERATION INVOLVED SUPPORTING THE WALL ON THE INSIDE FACE OF THE RIM JOIST, WITH A 1 25" WIDTH, PROTECTED BY GYPSUM BOARD CALCULATIONS INDICATE SMALL BEARING VALUES 1-1/8" PLYWOOD SUPPORTS THE REST OF THE BOTTOM PLATE IN CANTILEVER. BUT THIS VALUE WAS NOT USED AS IT WAS ALSO BEING USED AS PART OF THE FIRE RESISTIVE ASSEMBLY ..... ' ; -'\' .0 r ". ~~ --- I ' I .