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HomeMy WebLinkAboutMiscellaneous Plans 2004-8-9 1. pr~win9S ~re intended to represent desired construction results. It is the , , iespon~ibility 'Of the contractor to maintain structural integrity ot the , bUilding during constroctlon. 2. It is the responsibiiity of the contractor to obtain required permits rrom the- regulatory jurisdiction(s) prior to the start of coostrtJction. The contractor shall assume full responsibility for all changes required by the juri$di~tlon should he/she not (ollow this procedure. " Contractor shalJ verify all dimensioos prior to starting construction. and bring any and all discrepancies to the attention of the designer prior to prcx;eeding with work in the affected area. All drawings scaled at 1,1/' :a 1'. 0'. unles;s noted otherwise. 4. Substitutlofls by th, contr~ctot for specified niaterl~l$ shali be submitted " to the design&1 and approved prior to comm~cing work, at the aff~cted area. Materl,a~s specified as "(01 eq.) on plans ma~ J)e substituted witbout prior. approval of the designer provided contractor :retains produc~ s~iflcation~ showing equality ot superiority to the spetified material. S. i~dicated dh;nensions are required measurements. The In4icated measur~ments are from uncovered stud Ot plate to uncovered stud 01 platt at the indiciilted side unless specified oth,erw.ise. No scale measurements from blueprints or copies shall be considered valid. $. Contractor Is resp60sibfe for the coorc;fjn~tlon of all ~ades Involved In this constructiori project. and for assl,.lring required inspection,s are requested and performed in a timery manner. ' 1. All construction shan compfy with the current edition of the Oregon Owellin~ Specialty Code (also referred to as the OOSC). 8. AU cOnnectors specified shalt be $impson Strong-tie I)rand, if avairable. ,,1;h&se conn,ctors may be substituted ,for wim anOther brand if noted 011 plans. but shall hot be sl.lb~tifuted for if ail "or eq." note i, not included (or any specific situation. 9. Any cbang~s fo \he final Qraft of plans submitted to tne customer after accep(ance of the plan'$ by the customer sh~ll be considim~d ne~ plan',. 10. All wOOd assumed to be' Of #2 or ~tte', unless noted ot,he-rwise. 11. AI', window and qoor he.a,d~rs shall ~' (2) 2,idlf unless S'pecifled otherWise., ' " ' " 12.Smo~e d~t~~o('$ shari os in$tall~d In a~~d~~._ ~jth t!l,e OTfoO. '.1" new CO!lS~ctJot\ the nevI detector. shall be ioterCo,.,.nect~ fi1d hard-)Ni~ , anl;f tl1ere shaft be a detector in each sleeping r~n1, ou~si~., eacn, s'eepipg Strea, and on'. on each additiOnal itory of the d)/VeUing., ','. - , ~ '13.All. e)!:teno' walls', wh~r. no, 'op{t~ings 9c<iur ~re tq' IN' ,c;;qnsideNld:, ~ i Pie~tri~tiv.'p~th ,b:ritc.'paneJs( Pan~fs that (equire S.~hll nallip~(~t; ,'. " ~ is~ they are aller!la!e brace panels) ,are noted ~nd $p~tfje,d on pl~!ls.!, , ~ ~ " , ~, !. ','" '.. . i4.The. require4 fir6 sepa,.ati~ wall ~,tween thfl two units of th(f d~AJeo~ shaff extend from the found~tion to the underside of tM roof d~cX. No p~raP9t is req~ired. At habitablt spac~s, the separa~on shall be as d'esc'rjt'led i(l GA File No. wp 3230. Oul$idQ of habitable Spaces wher, STC 50 is I)ot required, the separation milY be as described in GA FilEt No. YiP 3510. 3514, 3520 or ~60$. n: ~~~~:~~~./>. ~,~: ~'"~ ~~^~} ~~'~.. - ;--:--.~:~ ~~J 2~;-- . .,~~ t \:, ,-.-,. ~L~' ~ If." ~, ~ . .' ... ,.." , . '. _ '. ~::' . 1 ~ ;, ; .... "'",'. "). \ ~ ~ ..'.... -. .' GENE'RAL NOTES \: <, " \ FOUNDA-rION NOreS 1. An footings shalf bear on undlsb~rbed sOi,1 d~void of any organic material. on a maximum of 4" material compacted to 95%, or on engineered fill per a $Oils engineer's geotechnical report. Compacted material shalf consist of Vi' crushed rOCk or granular mal~rial. Footings shall be stepped as required to maintain the required minimum depth (or more) below flOished grade. 2. Maximum ~QITlpacted fill supporting any eonqete work (includin~ ftatwork) shall be 4D, ,unless designed and inspected by an Oregon architect 0' engineer. All compaction shall bG to a minimum 95%. 3. All eon~~te shall have a minimu,m compressive strength of 3000 psi pet Table R402.2. OOSC, unless required to be high~ stre.ngth by design. Concr~te sflall be air entrained, minimum 5%, maximum 7%. 4. Concrete slabs shall have control joints at maximum 25' intervals in any directiofL 5. ,,,-"less specified otherwise, all reinforcing steel shall be A-615 grade 40. WWMshaU be 6" x 6",10-10, A-615. &. All wood in contact with concrete shall be pressure-treated. Interior posts shall be separated from concrete bases with minimu~ 55# roll roofing. All interior posts greater than 4' i!1 height shall be mechanically fastened to the pier and beam. \, , , " - - - - -~ _.. .. .. ~~ -* - ~. -- '- --, - ., ,_... . -r - ,R.. "H'_ _._.. :il.-_.. ..~" ~__-'~~__________.^ ... .f~..... '" ,.,. J.~ .~_ - -..'" - ... ~. -'" "",-,-" ....~ "."1,_ , , c,(d"u ,.,~ ...." (ot1 '&:-.Y9.~ -COGP.G D~TF RECEJ'"~~:tl~l-""~J...:~-.I;;':\~,- .-_-- :"~"_-::. .'~ ~"3..'f...~ ZO'\lE _ ~ -- ~~ ~ , .. UNlT(~____ ' -. - . --- :t.,_ ," :' '7~', , '. " -s,K ?TOR'E5 -~,-,- -'- ~" 'O~3'-\ ~~~~_ !-EGAL D.-SO"PTION...-al 4" ~~_<;;':''t.._ "5 5'18(0,- -~' t-OORE~ b ~ w..~~___ OWNf"R ". ' ~ ~ 8EC"N~'E.VIF:\~-r'iJ V',liH HE CONTENT5 Hr:R~ o:--J H.~.,,~CL' "r-":, .,.:tj'';'' t...11;.j...,~;:S T .....,r ....F..... ON c.;\ '.-.i-...... ~ ~ I .- OR Al.:rEF;:ATIONS ).'1. '-~\;"r-''''- 'r\-~ 'l. ':.?~:(".\_"I \.'t-': >,Il,'~,-,:; V OR Al..TERil1-:O::.'; \~~I -l.: ,_O!,," t 0\ :: .,t i..1. ,.lC ,.FPFIoJ\ '=".J' 8 ROJEC T fl.FTt:.s T.. , l..' .fE - ..... , t." . '~HE E:;lUILDlN('" Of ::ICl!'.L _ . CITY Of" SPRq~GFIELO, OREG1fJ.t)t~ ' c ~Y1 __'=:!~:L J~ 0.'1 APPROVED BV " _ . :t, . .. I_~ , . -~ ~.. rt:~): :~.- / } :~~t{/ pAGE SCHEDULE; ;i. .../ .. -.: "" I : ;' ~ , ' ,., Pag. 1:, Plot plan, Notes .';: ' ;, ' J:I;:tg,:, 2:', J:lev~tion9. Typic~ Wall Sections , :,' ,:s't f'~~t- '~~, floor p'ans, FO~Of;fatlon & floor F:'raming PI,,". '~5':' I'aq. 4: Roof Framing PI~n$, Foundation petail$, Sections "1_". ,_ ' , ...'.. " ':. "EnerqV ConserVation ;.., . '0;:: .. '.r-," '" . '; 'I ~ '.. ...: ~ A, 1. ,f1at"ceiling......-;.1o."...Io......................,.."u..,..........R-38 ::.,r.,., . a Exterl()1 walJs..u..u....u"nu.~.......n..u....u"......R...2t '/'" ': '. I ;.. .' _ , ~:, : /. ~~. ~~:rt~~nfJ~~.~~;;~~d.t~.~~h~~f;j;p~~::::~~2~40 < . ,", ~i; (1hxt~ior dOor.....................................,...U= O.~ :':,:::' 6~' All other ex~erlor doors...............................U= 0.20 .. , , , ' " - , . , -; '. ,..' " ,~ '. 'f , 'e-~~~ f2.VJ re=\U11 ::t J . ATlENTION:Ore.Qonb ,t\18 Oregon unlit, folloW ru:es adpp,e,dh;so'rules are Sf1zt ~~ 'Center, OAR Q:; -" Notilicatlonz 001-0010 through 't' a-rUle: , OAR 95 - 'pies o. ,-\ 1~090, You, may o~\aln ~~te: the \eI8?her:' calling the cenler~ (on Utility NO\JfIC<ltl\ number lor the,O~ ~~OO_332.2344), . centoPs. " , , OOIl:l3d AVO OB~ ANV HO:l CJjNOONVtlV, SIl:lO 03~N3VoJVoJO:l iON Slllll-.jb~d S',Hll:l30Nn 03ZIl:lOHlflV )lHOM 3Hl :ll 3didX3 lWHS llVoJl:l3d SIHl :3~IIQN , , '..:'1 ~ " l' . , , , NOTE: The,waJl intervening the two units shaD heave a minimum. : , Sound Transmissiori Class rating of 45, Pet App'endl~ Kii ~ ;;< '00S6.' " , 1 " r ~ '. . \". , : , . , . , ,;", ,,',,':, ~ra,c<eWall Constructlop ':, 7" ,~ , :. ) "i::'BP: Exterior bia~. wall plmeb: milt, no~ W', coX plywQo<l ~y~'si(fin9' (OJ ,q). ~,nait, " i ~ ,@ &!'oe e~ge$. 12- oe ~elds. Minimum length of a~ exterior brae; ~.u !i~ 4', ~II ' , es bl6ckll'd. : " ' 0- , , _ . '. - C \ . ABP: ternat1v~ brace wall pant'l.. mtn. no1l1. y." COX plYWQ9d SUb$idjni {~eq}. 84 , n~ilS @ 4" ~ ,dges, 12" oc t:iel~s. lIIiniml.lm I~gtli of an ,Ifern,tl\:, bl:a~. wan is , .~'..,". ln~talt -'1) Simpson ,HTT1e bQkloiNn with Simpson $STei. an..eh~at ea<rh ' ", ene:( 0( tt,ach panet. An edge~ blOi;kect. ' ~ -, 'l; -" ~ -, . .' . -.- . '- I -" , See:- A l1AG-{e-{J: #A-~ "C:)A + ~ ,1 0"- Z-~ TS./d;s. , ~ , { , o " ~;. , ' , '. , '., " , " . -'. ~ . , NSf (~ " , . .' ,. iJ.. ". .-1:. ~ I :,,--l", " ',' " -. ,e. " , ; . ! " t' t { I , j : ~; . ' ., , ' e I i " , , , , , : , , . " , , , " t, .1 ....' . , .' , , :.. () "~ '" .' ~ " , , , . ~ , J , ~ ~ ,. , 1 ... ~ f' " " . .~ ". 'i ~. , , -' . ',' .. . , ' " :; , ' ~ , , ," "'"'..] , (" , ' ; . ."'-.. , .; .' " ", -, , , ~ , , '".' _, ..... '~ .~ r: _~ : ~ ~~. '. ~ ~. ',:,;'-: :'~ " ".~/\:.:' "~, ? ,,:: ':',i :',' ,; ~" : --I..} ,: :',.'~ , ' . .~, .- ,~~ . ' ", I _ 1 J .' ..,#. ..:~ .", -. ,- ;, " <, - I ' ,< .' " , , . .. ". ~ .J } .' ~ ~- - Qt, .;} , ' , ;; I t,!;)1' ' .J,I... " "., __ _j ::' :_.~ ..'\,,. \ ..::. 'r :-. ," r :', ;1 . ;#',<, " ~_ .. I ~ . ~ ., ~ , ....~ -..:, .,., ~ ~ }. .. J ':, t '" t " < , . ~ ,~', ~ J ' , . " ">'/:'1;~~ :~" ,,' ';. ., . ,.. J' :;-" e ' C , c~ ' , ' ... ,~:.. ; ~ J <~ t ~ ~ ..-~ '- ,i ,~ l. ' : ';,... :'< . ' I: ' . . .: 1~ " " -, " ~.. ( ~. , ,0 '^ ! ~ " '~~ d f. , . ~... ':J , ^ " , ' . , ~ -, " , I , . . ' ," '''-f.. ... <':;. i,':: ,,-": 1...~ 7 ~ ...... II' ...' r: .." .' " ". ,.., .~ . < , ' " >~",~.. - ,. " 1 " < . '"- ".- . " , , ',' , , '~ . t" . r. <;-- ~ " ,~ . '" '.. "'..... ~ . .. .... ..'1. -,' ",. ~~ , " '.r , .. . " , ' ~ ~ - ." ~ ,', ! '. " " ' , ' , " \ - , ,> " . : .' , .,oJ'....:. ::",' ....- . ~j "...' -. ~ ."> .. '\' - , ' >, . 'Ie . ~ "I '" . " ,~', ~i . . I' .,; . , '-, . ~ ' i . .... ." ,",' I .', -, ), , " f ,..... ,. " . t .~ ~ '.. "': '. ::'.,r' -p,' t. ~. j' '\ ", , ) , ~ I .' "t,' ~ - . \ J ORI~WN' ~ . ~ ' ff.!t ,: RE'rrSED' ',: ~ . t:. :' " J , ,. ,. ~, .' " , " . . , ; " ~ . , , , , .:- " " ( .' '. /' ,i ,; " c .~~: '{.:o -- . ,r :..... " . _: r O~nnjs, Mioium'.' '.' , tot 11 Aster Meadows Cluster Subdivision . . '.' . - . ' .; . . , " " " ,S(~:)(uc:~ N I~ ' ' .l""'P,. O~'29-0' .' " . . . APPROVED BY': " , I.' _to .": ~ " PI?!,' PI~n, Notes, Schedules, Stoner Oesigil, Kalf stoner! ': -.' , 685 wnSon-. tugene. OR 97402'.. (541) 51~.3;354 ' - otl:8I ~ ,,-.. _... =- _ .. Ifill . . ,". .. . I ,. " . ,". ',,..f " - .,''''- " .' ' ,. , .. ~ , .. , " . , " .' , , ,^ , - ~ ,:,.~ " ' ? , " ,~ .; - ;. ;. , . ~. , , " ': ' , ' " " , . , .' , '. ' ~ -', J';;-'> , - . , , " , " ,; , " c, '. , / " " " ,. , '\~ ' . ':' ... ~., '} . , 7 . ; t- " " - -\ .' > ......... , ,In, " 1 , .,' '", , ,";\ OR'!'WIIiG NUMI'IEfO ~-r . . ~ ,-v , :' f ....4" t - ""! ",. ... ~ ..,:;;.~ .---- -:IE .,.. , .:t.... _ ,_1...0.~ . ~ _~,~ ......A:.~ _~.':-~..........,l'{,_'_ . -' ~_" '-'~_~c.._~~~~_,~_~_,,-- ~ ~;~_~_........~~~.t.;. _~J.......:......._~.~ ~_~ '-'"u.."_.....:~';;.._L~~...:";_~~. ,~ . . '-"" . - -. '..: . .:... .'0 - .' .~ ~':.......~-.J ~_.""" . " .:_~ .". .. . ~ ........ .... ....~~ _ _ -"-....~. 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