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Home My WebLink AboutPermit Building 2004-10-22 ---- - . -- , , '-... ^ I vJ GJ ( LOT i) '-.,. _._'_..._-."..-<-_.,.~.~._- " ":::"lDf.: '~~'ALK 1 :1 ~ , / J L,'-f\ I I ~M,t J~ , ' /JP/ ~ f { ,I ~ 1-/ " ' ,I ,I " , I, " " " , I, ;, " " -- " (,,) \>-. 0..-: r.,'''' 'J" ~-_.~~-------~ .,._._---~~- -_. - --~_..__..~- .. ._.......--- Uo1 /?\~ ,-;; f 0.........(..--1--'1,...... f 1'\' ?(>,~"<,,- I f"",...EfI)t", I I I J r s' ~,r:)fAl..t. L,t...r: I J/ ~. '.....?.\1.1 WI'.~. 't~ ! I t1UE:e -...lie;:> , - <:l -... ~ # ,,'.1 ..; Tr'IIl ~ 1-13' , , , I Ii I ,I ,/, 'I / , / II ~ 1.'/ /}~. (!' .. , -' , f ~ h., '~Jl.4' ,,"j f , I, " I \ ' \ ~ ,I ~ :' " :' " n \ ii", .)1 ~_l'" ...: / ,) <) '" ~ (5) -------- t-...-.::-=-=:----' -~~ '2 L, ['_Ll'"" ~y,-.{i. \7, ") _ r __ ~ \ ,"-.,) \ v ,r.. \..1 ~'--, ['''14,'~' ,,( L DJ,J.,C',,- . _----.:j I_J_r i . .~, ., I ~~ r {". l I', : rJ>""""L.( dr__' -, L .r ,. O~A..,,,-._... -" .. ~ J .(.'11) / - rJ^~l)e.~ y-.... c..,.~, ~'V-----...- f. '-. ~ . e...~~'~.' 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IOn NOTICE: THIS PERMIT SHA AUTHORIZED UND~~ ~~~~~ IF THE WDRK COMMENCED OR IS ABANDOERMIT IS NOT ANY 180 DAY PERIOD, NED FOR GATE RECEIVED ZONE UN[T(S) ~/orj2;" ~.o O.f-f':.I3Y.G,_ G-ccur~~ii~Y (~;:'L.-,;;-' _.1/;:3 '2 STOR~ES "'7_ LEGAL DESCRIPTiON , mJ;, lJ-JJ,u--1c GM ADDRESS OCCU?f~.I'~C.Y LOhE' TvrE CONSTRUCTlor'>! If",-^, Jt,i"Madot/l S,)~ Ab^ <:;..,-- 201- 2- OWNER THE CONTENTS HERE 0\'-: HAVE BEEN REVIEWED, WITH ALTERATIONS H."DICATE:D ON COLORED PENCIL. CHANGES OR ALTERATIONS IIt~ADE TO THE APPROVED DRAWINGS OR PROJECT AFTER THE DKCE BELOW SHJ.,LL BE APPROVED BY THE BUILDING OFFICIAL CITY OF SPRINGFIELD, OREG00N APPROVED BY 'J;:.;3 DATE f! I( i.., - / ' MINIMUM SETBACKS - INTERIOR LOTS All roeasurements are from Property Lines -Front yard to House 10 feet -Front yard to Garage 18 feet -Side y~rd to House or Garage 5 feet -Rear yard to House or Garage 10 feet P.U.E. MAY CHANGE SETBACKS .., . tfu\ I{nd lot I: 10' ~TREET TREES ARE ARE REQUIRED, Please refer to attached Development Code Section regarding the placement and types of allowable streer trees. TA-ti,,- ~L ~*-.....;<~--- ~1(" 1\\t'..Y.-<JO"-" 6..J,"'U ::.v<3UIV'S ",j Lo.... L SCALE. 1 "; i D I I APPROVED BY: DATE: II-;O-D", / 1t[)\ 7u'lu 'i2C\)\Sc;:) - FDiC I DRAWN SY I REVISED ('2..<" b.") D. ..,;" ~ 'J r L E:-~ .- J>'f-J1~ ~___ tJf.. ~ \u~ .r:. \ ~ ~~!, ~ J, DRAWING NUMBER L.:;' S I()'L~Ou t..,t,.r,.:.. Di!. 4'Nn ~- ""'-'-~-'---~'--~~"- ,----~." [Pt7~~ol/ I C'~ '.'_.._'. .._.1lIIi:i _.._._._._ i-~-"::;;:~~;:;~,1:" .,.-';7-::-:':;-:-'<.D- , J:-' '-( . ~ . " _ t "I [~.. ~ NOV 1 ?, 2004 Ry:,_____ , , .,< .' ~./ . ';' ., --.:p- ,l~" Il" ",."" ~,...,"~, _ I " ----. - - - '. " " . , ' " '. \.GEN~BA~ N()TI;~ . ' " ,t. '. 1~: 'OraWingsar. intended to represent desired construction result~. It is the '. . ',' ,responsibility of, the contractor to maintain structural integrity of the !:>vi!ding during construction. " , ~. I( ilJ the responsibility of the contractor to obtain required 5J~llIlits from " die r~guratory jurisdie;t\on(s) priot to the start of construction. The contr9ctor shall c:I<>,=>\...me full responsibility for all changes required by the " ,j~r1s<;li~tion should he/s/le not follow this procedure. 'j. Con~ractor shall verify ail dimensions prior to starting construction, and , brh19 any and all discrepancies to the attention of the designer prior to pr~!:eding'.with work inthe affected area. All drawings scaled at W' :a 1'- (),,'unless noted otherwise. '.. M. . . .. Substitutions by the contractor fot specified materials shall be submitted to ,the designer and approved prior to Wllj,ll..mcing work at the affected are~. Materials specified as "(or eq.) on plans may be substituted '; ,\Vitho~t priot approval of the designer provided contractor retains .: prod~ct SPecifications showing equality or superiority to the specified ,,' ma\erial.' 5,' Indicated di;w..,.;:,ions are required "jH~i;t~U' \!i..lents. The indicated . ','Ij.~a~urements are fromUll.....IYI::red stud or plate to Urt\Ouve.red stud or , plat.' at th,9 iilOil"oted side unless specified otherwise. No scale , . nieasurement$ fron1 blueprints or \;Opies shall be considered valid. ~. ' Contractor is responSible for the wv. dination of all trades involved in 'this' construction project, and fQr assuring required inspections are ,t~~(,,~.~l\;:d and 'perf?rme~ in a timely manner. ' , 1.' All construction shall comply with the current edition of the Ol,<;:~v\. OWellh'lg Specially Code (also referred to as the ODSC). . . ." . , *: AU connectors specjfi'ed shall be Simpson Strong-tie brand, if available. , 'These connectors may be substituted for with another brand if noted on plans, but sh!'lll not be substituted for if an "or eq." note is not included for .an'l specific situation. 9. Any changes to the final draft of plans submitted to the customer after a~cep~nce of the plans by the customer shall be wu.:oidered new plans. '. . 10. All \Ivood assumed to be OF #2 or better, unless noted otherwise. 11.AII windOW and door headers shall be (2) 2"xS" unless specified otherwise. 12,Smoke detectors shall be installed in a~cordant;" with the OTFDC. In new conslruction. the new detectors shall be interconnected and hard-wired, and tl)ere shall be a detector in each sleeping room, outside each sleeping area. and one on each additional stVI'1 vI the dwelling. 13.ft-11 exterior walls where no Op"',jlh~"" occur are to be considered prescripti'...e path brace panels. Panels that rt:'qu~le sl>ecial nailing (that is. th~l i:lr~ 'alterna~e brace panels) are noted and specified on plans. 14.The required fire separatioh wall between the two units of the duplex , shall extend from the foundation to the underside of the roof deck. No parapet it required. At habitable spaces, the separation shall be as described in GA File No. WP 3230. Outside of habitable spaces where , SIC ~ is not required, the separation may be as described in GA File , No.,WP 3510, 3514, 3520 or 3605. . , ' ~ '. ! . .:'" '. . ,fQUNDATI9N NV'~ f. All footings shall bear, on undisturbed soil devoid of any' C?rganic " material,' on a maximum of 4" material compacted to 95%, or on engineered fill p~r a soils engineer's geotechnical report. Cow!J<ided material shall consist of W' crushed rock or granular material. Footings shiill be stepped as required to maintain the required minimum depth (or iIlV"'~) below finished grade. 2. Ma~imum compacted fill supporting any concrete work (including flatWo.rk) shall be 4". unless designed and inspected by an Oregon ~rchitect or engineer. All C(;IIl..-",ction shall be to a minimum 95%. 3. All ton(;rete shail have a minimUlll compressive strength of 3000 psi per Table R402.2. ODSC, unless required to be higher strength by design. Concrete shall be air entrained, minimum 5%, maximum 7%. 4. Concrete slabs shall have control joints at maximum 25' intervals in any direction. 5. Un!e$$ specified otherwise, all reinrv.\.~lt~ stee.1 shall be .1.-615 grade 40. WWM shall be 6" x 6",10-10, .1.-61$. &. All wood in. contact with concrete shall be pressure-treated. Interior ~sts shall be separated from Curr~(ete bases with minimum 55' roll roofing. All intt:.Jv. posts ~.li.\c:I~e; than 41 in height shall be mechanically fastened to the pier and beam. ~. . . . ~ RECtJ\'LD JOf:!-?;J.'J/JPp. :'10 O.f-oI1t.,~ ZOj\;F. OCClWAUCY GROl,? (;'.."$ ~{s\ t... OC<,iUi'/\;-,Cy t ell-!) - S;CJRH S ~ TY!.:!L.Q:)[\;)*.lydCl '(J:"i ~/j I. LI :3/.1 OLSeRlf-'-: I(J'.J .. ~.vMc"'IG ~ ~pIH'''''S ~lLk. !0hlY> ~L....51 .I vI H,f;;( OWN'" . .AlbN"~~ THE C()~7E::1\: 15. IlLi\E Q~ HAve t!r:l::~ HI:.:\:lE:':"~'.D; '~~~TH ALl EI..:!\l IONS 1....iYCP.: I D tJ~ cot or-H.;:) Pl;:-.C;!l_ .~.H:\:-~!~S OH ^L7f~Rl\-:'{J~S ~""Ar.)E ':-0 TilE ^i-'t'RO\!~D pr~/\HIN~S(..~R FHO~It:.<:T Ar'; t:.H 111[;. 1)/\:'(: u[:LO".' Sr-lALL ~E r..FFRO\ f_Si LV THE UU'IL:JI~";G OFf IC:i..L. CITY OF SPRINGFIELD, OREGON AI"''"''''''''' Q~'~ nJ~"....~" DATE I?.lb~" --, I I " ..,.... ,- " . i . '. " , . " . . .: .;. ,. '.' ... ." ___.._..,...._~.....~._ .._.__.~~__ ~~~............_.._....._.".-'"....-',.,. .~_,,__~__-- ~-~J"""'.''''''.,...';''..I..'''';,...''.~. ~. )" . . ". ., ';: ~., -.d_ ..." .. , ,..' '.' '.. . I'''.'''.,'' "'_., .", 1_ .,\. II ~ .w,", ,. ."";..'.111'.,, .:: ....... ~:r' . .. '.' ...... . A. .: ....: '. '. " ....' . . . -. . , , .' " ,. .... "t PAGE ~t'\H'" UlllE .... ~{n,"""I''''''''Y~~''I\;Y''Y'-- ,,' " .,.'p.~ge'.1 c Plot pt,~n, Notes ~ ' :;';, . P~9';~: Elevati~M, Typical Wall Sections '. ';', '; , f'a9~t ~r f'OQt P~aos, Foundation & Floor Framing Plans :< ." ' pa)9$.., 4:. R'oof Framing Plans, Foundation DelaiJs. Sections ,,;.:. ,,~~e~"-y:, ~~f}s~,rf.atloJl .t~. ~Jaft~i1ing...,......;...._..............".... ............R-3$ 2., Extedor wallt..;;...' ...:............................R-21 . ." . . .3.~.. . N~'!'I..win~Q~s...~......... .......... ............................U= 0.40 .4i. ~l1t~rH>t fJ<>.9fS exposed to unheated space....R.25 , .$.', (1) ext~ri9r d()or.........................................U= 0.5.t ~... AIl.oth,~r e~terior door~ ' ..... .....U= 0.20 . ...... . . .' " '., , .... !?" " .; :'....: . " " .. '. ., .' . ,'. .... ' . : NOTE~ The wall interVening the two units shall have a minimum .' Sou!Jd Transmission Class rating of 45, per Appendix K, '. ,; ", . ODS<;. ).:.,.:".~ra.~ElJ~~U CO.!~~{,uction" :' .... ~. ':~' .,'. " ~ . . '. . ; '. . ESp'; Exterior brace wall paoels: mill. nom, Vi' COX plywoOd subsiding (01' eq). 8d naUs .: . . @ 6" oc, edges. 121' OC fields. Minimum length of an exterior brace wall is 4'. All "i.' > . . .::.' , Eld~e,. f:l'9Ck~4- . " , ' , ;' '.:,:, A:6P; Alte;.nativ'~ra~e waD pa\l~I$; mill. nom. 'I.." COX ptYW09d subsidint (01 eq). 8d .: ",~ ',' '.; nails @"," ~,.edges, 1 a" oc fields. Minimum length of an alternative brace wan is ':",', .' " 2'-J~. In,stall (1) Simpson HTT1S holdown with Simpson ~~I~~O anchors ahach . " ',::' '. . , : ,er,5S o~ E!a~h pil,net. All odges blocked. ". . :',..' '. . . . ~. . '" . . .' . ~ ., f."" . ~ . i;'. .':. '.i: ....,.. i, '.; ..... , , .:. . '. . ; . f'\ .. \ ,. ;.~'. ...:......:.~I:~.~.~,~..~.~.~.~... ':.t.';'::'-r ;. " . .',.,.::,~~..,.:' ~:. : . . . ;:.' .:' ~ .... ..:;.... .~.:. '.'; ~.".': :. ~ I:.,. . '. ';. ..':,. .,' ., ...<1 . : ~ '; '."~ '. ..~':;. r:" .: . :' .{" .,' . ',' . :..' .:i::~'J::,<:. . . <, ',;'.', . .' '. :: \ ~ '.' ~ .... ~, ~. :.::'.;' . ..... i. .;'.', . '. ~. ::: '; ':~:.: ..1 ' '. . '. . . \.' -:>' ......::..: ..:. ",\..' ,;,",:',' .,'.... :. }' , " '.' .. .'. ~~" '. .: r . . . , ..~. .1. .' J,.. .1.' . ~:~. <; . '. .~ '" '. . '.' . ~ ..;::".:::,'...:.;... .! . . 7'" j- ., '.. :: #..:...... '-, ' .;;: .... .' .;. ., ..... .. .' : . ~ .:..: . ~ . '. '," ..... .::;..' '.:- ..' '.' . " ' ..' " . .. ..' .." . :. ~ ,; . " .,.... .:..' 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