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Home My WebLink AboutBuilding Application 2004-3-31 "" DRAWING INDEX 0 "- ..... "" "- '" sm: PlM t COV1OR SHEET 2 R..OOR PlA'IS 3 EXTERIOR ElEVA 110NS 4 FOUNDATION PlM t DETI'LS 5 I100f FIW1ING PlM t I100f PlM 6 BUIlDING SECTION. TRUSS 1YI'ES t DETf<LS 7 B..EC111I(.ALPlM ~ 0.. '" V'> N ..... .l: ' >- o~to.o c: ......-=.2or./)Q:lo :)';:::::;_IQ)CC O:JCllf?!::;Ol1l >-'.- (/') m:""..c () Vio-a; <Do...;:: CJ '- a: ,..- (l) ~-;;. ....... ::::: ~ ro ~ ~ (i) ~ -.J' :;) ~ Il 0 -....... c- .:1" 0- Q 1) 0 \.) - ,') "~ ~ -..c: if, .c ;:::. -J ::: Q) ::l O'lO ...........::' ~-'-~- ;::-,,~ C'O . Q) 0 C'..... 2:: ') '; IJ) '- 0 0 ~. - D 0 .c ~) ."'7' c- ) - ...c - ~ o '? f- 0 ;:: -. C"I' .) c:.;'~ ..-- ~ .... J.. ~'2 CD "1. '- ':) ....... Q) i- - ~"'':''12::,~~OJ) '--- .. c ~ ::- Q Q) :: "7 1a)~';>>"U..c<D r) )U::>ctlQ)--- 1~C:NE.coa3 :.:J OLn ;:)--() 21..~';:;Q")OCDQ5 -j~l1l~~=.o -OUu.. - b=€O<(o<ii E ",",,0(5 O)U::J -Zc:O c: _0 :>C:f- rr:O 02: $JOrr: k..-O I~-'- r-~Q L...... r.....-.....I - -'-- Z LU.::::--'::) Q: ~~- 8 ~~2 ><~~ ~. h-. '0 q; . __ c::: c:l ~,-,-,IJ";O < ~- -- ~Z,v-a: C)~~--.J ~~Q,. :=:~:::C)>- ~.......J...u ~ Lu'"V".'"'-..0Q ~a:Z: ~Q..::::;~~ f- 'f) -:::- ~..-- 0::"'-':::>- ;z:I:::J02: f-<tc..;<t BUILDING DATA " -- ~ TOIJIL BUIlDING Nlf:A Hi3SF ENERGY INFORMAT:ON 1; ,../ GENERAL NOTES 1 THIS PROJECT COMPLIES WITH ENERGY PIlESCRIP1M PATH NO 1 M IT PERTAINS TO THE CURRENT OREGON ENERGY ewE M FOllOWS A YlN'lt W1NOOWS' U = 40 MIN B WOOO DOORS: U = Xl MIN. C. WAI.lINSUlATION' 1<-21 MIN D UNDERFlOOR INSULATION 1<-25 MIN. E. R.AT GElUNGS: R-3Il MIN F FORCeD AIR DUCT INSUL R-lI MIN G GAS HEAl1NG H GAS WAITJ< HE/ilB<. , , CODES AND STANDARDS 1. All cone;tructlon e;hall ~e In e;trlct compllanca with the State of Oregon 1996 E.:lltlon One and Two Famll;l Dwelling Speclalt;l CO<le and all appllca~le State and Local Code". 2. ENERGY CODE. All cone;tructlon e;hall conform to the late"t edition of State of Oregon Ener9:1 Code, Pree;criptlve Path 1. Notlf:t Architect of an;l dl"crepancle" Det;ween document" and e;tandard". Where conflict occur,;, the more rigid ,,;peclflcatlon ,,;hall govern. ~. PARllAL SETS OF DOCUMENTS: Architect e;hall not ~e re";pon,,I~le for ~lddlng error" or omle;"lon" due to Dlddlng from partial "et;" of'document". SYMBOLS 4 SECTION 0 I CD i1 - DETAIL III 0 0iX'll [0000 ] W1NDOW , SINGlE HUNG SINGlE HUNG SITE WORK 1 Remove all organic material/top"oll from area under the ~ulldlng and under paved area", 2. Fill e;hall con"le;t of a free-draining granular material. Placa fill In lifts not to exceed 8" and compact to 100'1. e;tandard AASHO under footing" and 95'1. e;tandard AASHO under ,,;Ia~" and paved area'. ~. Select fill material under e;la~" e;halll>6 6"la;ler ~/4" mlnu" crue;hed rock or CO,ilr$e e;and. 4. Provide positive drainage under-floor area" to compl;l with CA~O 4051, If required. EOUNDA1l0NS 1 All footings e;hall ~ear on undlsturt>ed soli or compacted fill minimum 12" Delow finish grade (18" at two-"tol":l portion,,) unle"s noted otherwle;e. Notlf:t Architect ~efore proceeding of an;l unue;ual condition, encountered In footing excavations. 2. If e;tem wall and footing are two e;eparate pours, provide #4 vertical L ~ar at 6'. 0" oc maximum from footing Into stem wall. ~ Do not excavate clo"er than 2 1 slope adJacant to footing". 4 Clean all footing excavation" of' loose material 1>:1 hand prior to pouring concrete. ~ONCRETE 1. Minimum e;tructural concrete compressive e;trength shall ~e 2,500 psi at 28 ,hy' unle", noted otherwise. Exposed concrete (slav5, walk5. eta ) shall have a mlnl,num compre5e;lve strength of ~,500 pe;l at 28 da;l5 and 5hall ~e air entrained, 2. Minimum cament content shall De 5 sacks/yard except slav5 on grade ,,;hall De 5112- ' ,,;ack,,;l;lard. Maximum slump o;hall De 4" ~. Place and cure all concreta per ACI codes and ,,;tandard,. 4. Provide control Joints In allsla~s at 12'-0" oc maximum each wa;l unle5" noted otherwl56. Provide heaV:l tooled joints (3/4") at 5'-0" OG and 1/4" pre molded e:<p~ ',;;Ion jolnt5 at 20'-0" oc maximum at all exterior walks , , o I () I't SITE NOTES . VERIFY SUIMY INfORt1A.TION' DIMENSIONS ~ BEARINGS, EASEMENTS t LEGAL -, !<1ASONRY (If Uo;ed1 1. Concrete Ma50nl":l Unit" e;hall meet the requirements of ASTM C90-90, Ta~le 1 .2 8- 3, Type 1, medium weight, f'm 1500 psi. Standard ~Iock, "cored Dlock (WIII",."ette Gra;lstone 852R) and e;pllt faced ~Iock (Wlllamette Gra;le;tone 80OSP), see Exterior Elevation" for location" of each "t;lle. 2. Concrete Mae;onl":l Unit" e;hall have 125" minimum face e;hell thlcknee;" and 1 00" minimum we~ thlckne"5. ~. When delivered to the jo~ 51te, all unit" e;hall ~e "ound and free of cracks or other defect5 that would Interfere with the proper placing of the unit" or would 51gnlflcantl;l . VERIFY REQUIRED SETh4CKS COMPLY WI ALL CODES. ORDINANCES ~ GOVERN'G AGENCIES. CONCRETE / MASONRY REINFORCIN~ 1. All reinforcing steel #5 and e;maller e;hall ~e A-615 Grade 40. 2. Refer to details for reinforcing steel size ~ Provide concrete mae;onl":l unit" with ~ond ~eam' at 48" oc with #4 horizomal and #5 vertical at ~2" 0 c. Grout the58 cell" solid. Refer to detal15. 4. See elevation" for locations of e;cored (Wlllamette Gra;le;tone 852 R) and e;pllt faced ~Iock (Wlllamette Gra;lo;tone 800 Sf). WOOD 1. Alllum~er e;pecle" shall ~e as follow" unle"" noted otherwlo;e: Jolsts/~eame;/Strlngers -- DF-L #2 or ~etter 6" Nominal ~eams and Stringer5'- DF-L #1 or Better Glu.Lamlnated ~eam5'- 24F.V4 DF/DF un lee;" noted otherwle;e. No Cam~er ~ucke;/~locklng/~rldglng/MI"cellaneou5" DF'L/Hem-Flr #3 or ~etter Stud" .. DF-L Stud Grade SIIIe;/Sleepen;/Platee;/Nalllng ~Iocke;/ All Wood Eml>edded In Concrete - DF-L Pre""ure' Treated or Foundation Grade Cedar 2. All Jole;t" and ~eams framing Into. not ~earlng on, ~eam5, header". girder" shall ~e supported with Slmp"on-t;lpe jole;t or ~eam hanger". 3. PI;lwood or wafert>oard shall ~e as noted In foundation. floor framing and roof framing plans 4. All exterior wall e;tud spacing e;hall ~e 24" oc (16" oc all location" where lap "Idlng Is ue;ed) un Ie"" noted otherwl"e. All Interior wall e;tud e;paclng shall ~e 16" oc unlee;! noted otherwl"e. GLAZING 1. All exterior window". e;k:tllght5. glae;" doors shall have Insulating glazing. Unconditioned e;paca5 ma;l have single glazing unle"5 noted otherwl"e. 2. If provided, glazing In shower enclosures e;hall ~e k:Ientlfled and la~eled as saM;I glazing and shall conform to CA~O ~08 3 and 308 4. Shower doors shall swing out. ~. Glazing within 24" arc of vertical e,;lge of door" In a clo58d position, 18" of'floor and/or within doors shall ~e Identified and la~eled a" safet;l glazing and shall conforll1 to CABO ~08 3 and ~08.4. MISCELLANEOUS 1. Provide minimum clearanca of ~O" width and 24" In front of all water cloe;et;" exceeding CA~O Figure ~012. 2. Wall5 at showers e;hall ~e flnle;hed to a minimum heIght of 72" a~ove drain Inlet with material not adversel;l affected I>:f mole;ture per Plum~lng Code. ~ Smoke detector(") e;hall receive prlmal":l power from ~ulldlng wiring. have ~attery ~ack-up and e;hall conform to CAW 316. 4. All recesood flxture5 In exterior or Insulated celllng5 e;hall ~e T;lpe IC unles5 noted. ~ox In fixture" per Super Good Cent5 Standards. 5. Maximum e;tep down at exterior doors e;ha1l1>61 1/2" unlee;s noted otherwle;e. Doors swinging over landing" shall have a maximum step down of 1". 6. Provide minimum 24 " clearanca a~ove to range hood or 30" clearance to comvustlvle construction aDove If no hoO<ll5 used at all kitchen range5. .,L -' ~~ I;j <l) FfJOIJ _____ ~.----N89IS'!E 69.9!______________-fMSUMED :---------~,i------------------------------------: i : : I ! _OT 2L- \ i : /' ~ v- I '" I It &"-6. / ~ 46'-0. t.l !!I '-e.. .' ) :~ 'I:'----'~ r I I I I I I I "7 : : \,~~ 1:>'><. ( I I 7 "0 {" ~ \o..C- ' Afl EN nUN uregon law reqUIres you \0 I I / Jo. uh !/'oJ 0 Ut I ty I ',) "Y'l;; - r \ \ follow rules adopted by the regon II I r ") Notlflcatron Center Those rules are set fortf :" I' I' i" I (p, ~o) \-..I:'~ In OAR 952.001.0010 through OAR 952.001 ,:i-f.l :. 'I ! 1111111' ,I i yu ~'I '7 ~~ \. 0090 You may obtain copies of the rules b, , 1" ( \ I C ~ (II'" calling the center (Note the telephone SEm'Q( I I I I ' r' . I '7(1;: number for the Oregon Utility NotllrcatlOn i ill Iii Iii ,I,I,I IIIII i II : - ':1 1 cee"",,-800-332-23441 _I I, ! ill: ::IV'" 1_ ~I I If- I ~I . ~ ,11,1 -l I . ,: . _', , r - ~ ~I I :-~ "r"/ 18 ~I i """ I lPROPOSEfrNEWOOUSf j ! ~ I II , ; '/ ' I'g '/ MNlSH ,ROORElEV--lOO-oc' I : OlJ1!XXJRN. "'-, /' I <l) I i UNIT '<1: __ j I I I __ I I:' ~,I:" - I I I ,'i\ -- n I I l /' II, --~: I II I .i I [\ 1 I , :. ~_ 1 .~ 'I ;'[-- : ! I:~ '-'f?' I, ~ i I iii ___a:: L I!! i Ii: i I I Ja---- :;.: i ,I', , I I! CONCRETE Dl<JVEAAD If', ,I I; [, .:.' ,i I I,~ I , RV Pt'D . SAND RNISH , I L_ ----~~~T~----------.-_-~~~~D~IT------------.J i / /~. / // / '.~ / -- /J~ /~_~~ 7-_~~~=---~/!~L--L:I FfJ CXJ ~ N 89"28; T E 69!E ~ OIJ MSUMED MSUMED FfJCXJ MSUMED ~ , / \ NEW WAIJ. DA YUGKT ROOf DRAIN AT CURB (1"\1'101.) CURB CUT AN) NEW 5IDEWAIJ. PER aTY ST.ANllAADS ct. S 5l11ffi SITE PLAN SCALE. ,. = 10-0' 1liE REDMOND' .ADDRESS LOT 24 SECOND.ADDITION TO MIMOSA. PARK (SECOON 26. T 17 S. R3 W.. W W M) M ALED IN lNlE COUNTY FVlT!IECORDS SPl<JNGfIElD, !ME COUNTY, OREGON N01\CE, PIRE 'I' lHE WORK lH\S PERf.'ll SH~~l EX,~ 8~Q~.\IT IS 'WI TII"'nl....CI1II~I)t~ Irl, '" I ~J,n~", ~-~ - ' .. ,~' DO'~DrOR H"-~ ~"r'"n ('\''::; I:' [\0,.....,\\1 I't'- CD~~A,ll ;:IL,:'U \.., ANY 1bD DAY PERIOD DRAIN AI.l DOWNSPOVTS TO CURB ME!' HCtES I.ANlJSCI-J'E CONDUITS WAITJ< I PO'M:RI GAS PHONE I SE\liER TO BE Sm: Y1:RIRED POOR TO \VORf( _rlo:uVro ONtY FOR RESIDtNTl,~t UH IN ACCORDMKE WlTli ARTICLE '~ (If ThE 5,.R'~KF tLD DEVELOP1v'.ENT' <l ) _ i,,_1.3.\'1!\JC8 '010 ~m\2.Cttt _. __~ ill,2;~ .__~(!.f_~.&_c_LS~~~E- 'u '. '"",_ J_ _~_._C.fS:~~f.Y LOAD ..-. ,,"_""- L r\F~~OIol31R:Uc.TlON ,- .)~'_ro-,;:;:-r"tffi?-II~flft,,--:-O .'. "---:- '-'Nst--<:;.'C;t~ e ,GCC-?_'-',______, 1..1.'_ ~ L... l'~..L_ 6.. 0 (\.0 VV I _ T' d C _ NTf~' r~) HS-:-~E 01'1 '~t'\f E 3:':"'LN REYle:.\~ED WITH /,1.... _ ~ ~TIO"'(S It' C'lC:/\T€'..l) O~ ''::0lc..hE.1') P~NC'L CHANGES u" t- L- r::F' \TJ'J"-:> liP 1_ E. TO l"l-'C Af PPvV:.D O\~AWiNGS OR p_ ),..>E.(,11\F"'<r.1=(: n-1[;'D~,TE.a~LC"'&Hr'L.LBC:A.f'PROVe:DaY '1 r-":: uUIL(,\,,,G On:'lCIAL CI TV OF 5Pf<INGFIELD. ORI!GON u'f:f'Q,-~" BY ~_ O<:rE I( -Iff-I) Y (\ '~+d' -< NORTH 4765 VILLAGE PtAZA LOOP ruIn 200 EUGENE. OREGON 9UOl mONE. 541~~3J32, fAX.541344-lS9'1 WWW.A.RaORSOVTH.OOM. PROJECT THE REDMOND INDEX SITE PLAN j08NO . DATE 30 MARCH 2004 DRAWN BY BRAD CHECKED BY DAN RIVlSION ~- '<. ~ MEMBERS, AMERICAN INSTITUTE Of ARCHITECTS SHEET NO ,. .-0- II I) ARllOIl SOUTH ARcHmcrullE, PC THE "-EDMOND