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HomeMy WebLinkAboutPermit Building 2003-6-17 ,. .'<,0 __ li- 1,'.\1 \,_- \. :3"' ,r \. -1 . -:., I::, \ J' '" I: \::;. \' ' ~: '.~. ~ \ I e . \i\;LH~ ~'\ \: f\- "j (y "::J ~F\ \ ~ ~~~ .....~ ~' .",,~ I?\~ \:,~ 0> "tl I I I I :<: . :oden"'''' '>H c:: I'D ~.t'1 t'1 f-'Z . III p..O 0 f-'H i:':l 11 ro::J::J :<: rt rt Be:: ~ '<:'<: (1) "" \1)\1)'-<:'< III 1'1 t1 jl) Jl) CIlen " }l 0..0..1'11'1 ~i:':l n "-"- '1 >-'l ~ rt rt (1) OJ OOrt....... B :>> 00 (1) n :I1:I1 ::l ;>;: i:':l 0000:: rten c: c: III 0 CIl en Ul r.n ti c: i:':l (D ro jl) (J) III >-'l OQ (1) '1H t:l:l 00(1) III Z :>- " " J-' >-'l ~ J-'O t-ni:':l G'>G'>oo '1 :od en III III t-n o H t1 r-; Hdt) B 0 III jl) m ro :od QqOQrt>r+ "tl (1)(1)rt '1 t'" 00 J-'lJ1 'tl>-'l 0 (1) en t-n " t-n(1) rt (1) (1) '< (1) rt rt t'" >-', ::l (1) .CIl '" '0 (') ;;: "1 S[8..~iO- ~ (p ('tl ..., tr:J l}.3cnS';:;d(f.) ......... (11 ('D p:I tr:J ~ (Pg~:4,Q::;Q tn p:I 0 p:I ~ tT1 @~;:lg. tIi ('\) f:l...., ('tl ~ ""0""- @~~ t1~;j {1) U') 0.. ('tl l:11 fIl 0 S' ~ ~ tr:l >-t,UQo~cn "'-'0 ~ ~ g- i3 (p " sa ~I )!I J '{I . r , ~I c~~ -r \ I '/ ..- ~1) I .J'}'\ .C; l'b I" 1/ ?l~ ,> '1. ~~, (~~:,~i "I '~' , , ~~ :.~ ,-, ' Ii C \. \-::. ',I', '., \ ;@\'~ I, \ .,' \ } \ \ \ \, ,d-. ~ ,~ (~ :-:. Tlo f 'P1iti1/ I t. -:- l f),' ( 10121 ' t:a.. f-J L u Ilui k f --r h1"v u); r 'Is to J t.; tkm Cd- 1'-17 r-70 c( 1 Jmu b S "l (p :Ju lu; PL r:::/Il-T Lo-t- , sl ",0 I ...; - i ~rn'l-(.; M III f j.--3 '0 ~",-0 .j.1..\ IY (~) H--D y'Y) ~ , 0 ,307 1<8~ 1>U ~ . 301-' L-- fffb q I),vtL-ft Ze.'-j (~) ------- Irs PIU-I-/- ;;r '~ /0 -='~.... \ p , 5' lit., tv4-l1<.. / :Jutes f/L SITS PLAN NOTSS LEGAL DESC;<JP'110N: LOT 227 RYAN MEADOWS EUGENE. Cl<EGON VE<<IFY, ALL STE WORK TO CONFCI<M TO MPS 4900,' COTTOM OF FOOi1NG @ALL CO"'NERB = SEE ELCVAi10NS' TCP OF FOUNDATlON W,ALL @,ALLCO"'NERB = SCO: :L.:-VATlONS' ). -.' " ::; ,,~ :--..... .4- ~;) \~.~, "h 0 '0< (Fo '~) m ~~) l 0 ,', 0 ~~ ;-' C '(-, .) 7. . '1".- ~r, :_ ~ ,__ .z- ,"'; n brMO Cl~"" :rl ~ '" <:ern rn Ul r' _ 0)>0 ~,-1 ~ f11 '- ~ Z >-......t "01 (l _ "1 Ml P ..4 .,- ~ " .- JO-' ~ \f :--':! . ,~ -',"' SLOP: ALL Gi<ADE TO DRAIN AWAY F'WM PRCJEC7, SPOT :L.:-VAi10NS A~ APP<<OXIMATE. 100.00 IS ASSUi"'ED :' =VATlON TO MATCH EXISi1NG, P\rr ~ ~ ~ ~ ~ ~1 s or ~ t Q. .J;: "" ~ NOTE, CONl1<ACTOR TO VERJFY EXACT SOIMENSIONS AND cEA!<JNG ANGLES OF PRQP:R'TY ?<<JOR TO G;<AOING ANO NOTlFY .ARCHITECT OF ANY DISCREPANCiES P'<O'v1CE SEPAi<ATE 3' ROUND PIP:S FOR ooWNSPOUT AND FOUNDATlON DR.>J~E TO WEEPHCLE AT.CURB ANO GUTTER AT STREET OR TC ENGlNE:~D CR.>JNAGE SYSTEM. ~ 1,4 ~ #-~ ~ L #...~- -~~ ~,~ d .1~\'f' ,'a'~ p ~r ------ ( I I G5N5AAL.. CONi1<ACiOf<. cozy HOMES, INC, 1275 SOUTH 2ND STREET SPRINGFIELD, OREGON PHONE: 747-8704 CONTACT: TOM WIRFS DAA\MNG INDex A1.0 A2,O AS.O AS.1 AS.2 AS.3 M.O M.1 1>-5,0 A6.Q A6.1 COVER SHEET SITE PL'>>N FOUNDAll0N PL'>>N F9..00fC. PLAN !<OOF PL'>>N MECHANICAL/ELECTfC.ICAL. PLAN 6UIUJING ELEVAll0NS BUIUJING ELEVA110NS 6UIUJING SEC110N DETAILS DETAILS TOTAL. NUMBEfC. OF PAGES: n G5N51<A1... NOleS VEl<lF'f f>U.. =UI~ 'M1H =~ P!<JO'" 1'0 =NS11<UC710N. f>U.. NOr=s DO NO'!' .>PPI- '1', USE ONt. '1' 'I'l-OSE ;HAT A'<E.APPUC-AeU:. t ALL DIMENSIONS ARE ::=.ACE OF STUO. FPCE OFCCNC~. OR CENTERUNE OF COWMN UNLESS NOit:D O"1"r-ER\VISE.ALL \IVRf1iEN OJI"'lENSIONS SJ-tAU.. T,.:...KC PREFEFZENC2 OVER SCAlED DJHE."'l510N5. iF QUESilONS A!<JSE CONTACT .-4.I<CHlTECT/BUIU:;~ JMMEQl.A.TEL:Y. "r ALL FANS 5~ BE YENI.:.O OI1<ECTL y OUTS1CE VIA METAL OR APPl<.QVED DUGIS / SMOKE .....;:.,~....I......RMINI,...,UM 6- ~ 12- Fi<OM cau/'.IG AND NON-6.ATl"El<i" OPEl<Ai.::D (n::JV). 4 IF P1<QVlDED RREPLACE TO 5E VENTED FOI<. ~cR.NAL.AlR COMBU5ilON 5 ?!<OV1DE ATilC VENTS TO TOT.AL V300 MINIMUM OF TOTAL ~ .50% AT RIDGE AND 50'" AT SOFAT. 6. ALL ,\l,AJWNG TO CONFORl"1 TO o.eo CODE T~ J::R..40:23A 7. ALL FOOi1NGS TO SEAR OF RI<M. lEVEL. Ur-.CoI511JRSED SOIL, ."'1JN!HUM BE,AR1NG Pl<ESSURE "000 PSF. a ALL CONCi<:E'i"'E TO HAVE A MINIMUM S"i'i<ENGTH Of 3500 PSI AT 25 DAYS WI 5 SACK OF C:=MENT PER. j~. A."I""1,A..X]MUH SWMP GARAGE 5~. EXTERIOR 5i:::PS PO~HES AND CARPORt'S 3500 PSI WITH AIR EN"TRAJNMENT,O :W.,... ~ OF YOWf'"'1E. VERTICAL CONCi<ETE :X?OSED TO WEAil-'EQ. 3500 PSI,,AJR ENlRAlN,....,ENT ,.-\s A20VE. .At...!- O-rr:ER CQNC;<"'qc 35CC PSI. All< EN1"J<,A,INMENT <EQUlRED WhEN S'<POSED TO R<.EEZEf1'}-lAW CONDmONS. ~ PROVlGE 15" MINIMUM C:..E..AJ<ANC2 UNDER BISAMS AND JOISTS "0. PROVlCC A MINIMUM OF' SFOF NETVENTlLAl10NAREA FOR E...\CHOO SF OF C::<.AWL 5PPC:= AREA. VENTS 70 I-tAVE CORFZOSION r<ESlSTANT 5C<E:::N WI VA.- OPENINGS. VEN'TS NEAR CORNERS ARE TO BE LOCATED WrrrilN 3' OF;'1-IE ceRNER n. ALL weOD IN CONT,-\Ci WI CONCi<ETE TO BE P'i<ESSUJ<E TREATEO OR P'l<OTECTED WI 551* ,ASPt-lALT SA-nJ.RAIED A::LT 12. BEAM POC~ I::: IN CONCr<l::1 = WAUS 70 HAVE V:~t ,AJRSP.ACE AT SICa.AJ\lD ENes OF 5E.<\M.S AND i=l-ASHED WI 55t: ASP1-W.T SA11JIV',dJ FaT, PRCYlDE 3' MINIMUM BEA"ONG (UNO). 0. SLOpe: CRAWL 5PPCE TO LOW ?OINT .AJ\lO PPOVlDE CRAJN,A.GE TO OUTSIDE DR.AJN.AGE 5YSTEM '.4. MUDSILLS TO 6C:2X Pl<ES5URE T!<E,.A.TED WOOD WI ANCH::JR EOLTS V2" ;<OUND X '0" WI T MINIMUM EMBED IN CCNCJ<ETE AT G' OC rND i MAXIMUM R<OH CORNERS. ~ FOUNDATCN W^LL5 ARE TO EX"J'El'.lD e;.ASQVE GR,.1.DE. 10. FlLL UNDE.><.St.ABS 70 6S 24. OF COMPPCI=D SAND CR GRAVEL OR S- OF COMP..ACTEO EAP:Tl-l UNDEK. 5~. ALLS IN 9<CE.5S OF i"r-SE AMOUNTS WlLL i<EQUI!<E M ENGINE-CJ<S APPi<OVAL T1. ARESTCPF1NG SJ-l..4..l...L BE P'?Q\I1DEO TO CUi OF?'.ALL CO~.:..AI.EO DR.AFT OPENINGS E01H VERTlGAL..AND .HORIZONTAL AND ~~~ FORM AN c.~ Fil<:E ~;<. 6ET'J.IEEN STOl<JES..AND BET\.VEEN A TOP STORY,AND THE ROOF. ~l< SLEEPING :<COt-",$ Pl<OV10E OPER.A8l.E EG;;!ES5 'MNDOWS WITH A MINIMUM NCT et...E.A-.R OPENING OF 5 7 SF Gi<.ADE A..OOR EGi<ESS \VINDOW 5 SF. L.E.AST 0P::=J<..A.8l..E l-EG1-1T 24-. LEAST OPE'<A8LE WIDTI-I ;20., M,AXIMUM SILL !-!EIGHT A.A." ASOVE FiNISr-=.o FlOCR. -e. AU.. BE.APJNG WALL l-:E.ACERS TO 4><6 DF UNL:SS NOlt:D OTHERWISE. :20. woco n<uSSE5 5J-JAU. 6E cesIGNED.l""l.ANUF..DCiUi<SJ. AND INST..ALLEO IN .ACCORDANCE WITH APPROVED STANDARDS 5UBMrT COPY OF ENGINE5<E.O DESIGN TO T.-E crrr FQ~APPROVAL PF<!JO~ TO.P\...?tCa'1ENT OF F?OOF :" 1 :.. C.l '. 21 F?O\l1DE;22" BY 30" ATTIC rcc-c5S WIT"; MINIMUM 30- C~ H:1Gi-TT ,A.8OVE T'r-rE OP9'lING. 22, ALL. GYPSUM WAll. SO"""'" AOJX:CNT TO 11Ja AND SHOWER ENCLOSUIOES SHAll. BE WATER RESISTANT Wi< 1"rF'!iO WITH JOINTS, CUT EDGS.AND PIP: CP:N1NG A<OTEC'"lt:D 'MTl-IAN r\Wi<OVED 5~. :23. ~GE !-OODS SJ-lAll.. Be \I'E1\flEO TO TrE EX'1'E2Jt:)R" 24. CL.OTI-ES D~ VE.Nr DUCiS 5f.J.AU. 1"ERJ'"4JNATC OUiSlOE THE BUILDING. MAXIMUM VENT LENGlH..A.ND NUMBER OF a.eOWS SHAU. COMPLY \\tTTH"'1l-e: ~ US11NG. ~, P!<OVlDE WEA71-e< RE5IST.-'NT _10 eAFFlE. EXrcNC<NG A!!OVE n-e INSULA110N AT ROOFVEN1'5 AS IOEQUIRED. ~6, P!<OVlDE \5' 5"( 24' CAAWL. SPPCE ..ccess, I 23'-4" f...:?' '0 . _\ \ I - t . \ I ~ \i:.{,v-otf" ~"~\E. ~\.\. 4' CONCRETE SLAB. SLOi' E \ "V" 0 \ll.q!k ~ '!:>\O:...~ ,1.1\.0..0:. v.....ell!lt:.\J. , ~!~:~:OO~~~_t~'e~:;- -_.'J~.~/! .~~J(0___ ,~,._-.--~ "",," ~. "~JL. --f ~,t~ :~'::"'-':'~ :~- ." 'f~---;: ~-.-~ -.,,- : I J ~ 6'~ *- 6';- * 6~ 2 6.:;J ~ 6'~ X -6:;' -<V . 6'}r -9 : , u --V U -""\.J U ._-2) :" C) , : ""~ - € 0 J -0 0 . - -0 ~ 0 : : ~ --8 r;o --0 0 '--0 ~ 0 : : "--8 \310 --0 n '--G--~ 0 : " U '-.J ~ , : ~ 0 - -8 0 - -0 0 ,- -0 ~ 0 :' C; AWLSPACE , I 6 MIL VAPOR BAARlER N' , .A< :CESS. ~; 0 - -8 I ~~~"C)t=~~=~-(7 0 r - -0 ~ 0 :, vr.~. 'BP:~: 0 --8 0 --0 0 -~ ; 0 :i :~L 0 -:.B____D__ - -0 8- - -G ~ 0 :~I'~~ i' , ,"u I I -l.''''' N J 1 :~: CONCRETE I: ~~ 0 E>- -0 ~ 0 ~ii : -: ~~~;:" ~~~iK :~' ......'J E>- .-::::-. 0 : 0 ~ :~: I ~ FU~NACE I~'~':' l...F3J N" I.&-..J:' ~~:' pOOR ---L ~' i_ n____fr-r__:J :" u li~-' 4' CONC:!E TE'5I.A8, SLC PE -,~: 1(8"1 _ -_- '1,-_.",.:: -.~-- -^-~:: ~ ~ :,'. 0 1..:, =_:;J, V8" PER I :c 01 TO DR.AJN TYP ~~ ~W "VI . ~,_ '-./ ~ "~. '_I 19''';1/2' " "'~=-4=_':___~,.J'''C'''~ ~ ~ 'c' I" 1 =----w- - -.. J ~-, 1-' : ~I P,T,4X4j VYw....T '\~~,;~- i - - - :: I -, ," POS~ V8' Pel< FOOT TO DJ<..P N, i '!'P, I ~' 4" CONCRETE S!.A6, SLOPE ,-: CONNE TO : -: VB' PER FOOT TO DI<AIN, 'Ct1'::,1 -, CON ~~,-","i',; . - -"-'~~/<;IM '" ~ ~ :', _... - _- -8LQCK.O~ -= ~ - .. ~t;:c44. T f?, -:''X1S' I"SL" ':-. ',;::St J ;.o;'BP FOR Q\.IEI<HEAD Q,\SPli J - u.r f ~CREEN VSNT5.14 DOOI< " / / T'r'?, .:~~-~----~~~;~~i~~~~i~~'- ~--- 13'~' 9~ ~'~ '" q o @ 3Q'X3O"XKj W/(3)~4E.W 24' X 24' X 10' WI (3) i:4 E,W. . tf> 4X<~' OOD BEAMS IN BE. POCKETS @ CO ~ .RETE WALLS OR ON 4><4 WOOD POSTS ON 8X18' DLAMETE~ CO ~(;RETE PACS, TYP @ A2' X42' X 10' WI (3) ;4 E. W, .., '" q '-4 ~~ - ~ , . a) ~ c' ~ } \..-~~ "79 ~-l ~ -l>; I I <;> '" I - I ";l "" '1'. '" / / 1 ' i ------- - I I Jl UP = Braced Panel (MlN, 4ft WIde, 8ft at at interior walls braced on one SIde only) ABP = Alternate Braced Panel (MlN, 2'-8" WIde), PF = Portal Frame (MIN. 22 '12" WIde) , ~ . -~ BRACE PANEL PER CABO 1<-402.'0. AL. TeRNATE BRACE PANEL. Pel< DETAIL.. .'-" - 11'.9' '231.,;" - 11'.9' - 1 46'.0- - FOUNDATION F='L..AN -10'-0" - 12'-6" - 1-<1' (0 ijl - - - - - - - . ') ~ ~..~ 110 o.:::::.-~, ....:...:..~~ ~SiNGt..E5TU""jr...l~I........AJ N SCALE: 1I8"=r..a w q ~ q '-4 o I~ ., ;-;' ~I-I Z-:'"l .~'" ,,0 i i II _..J.~b . ~i'.(7 2'..0" :;;: .l. ~ 9-0' ' 23'.-4' T-O' ---+Z-O' - 5'-21/4' _l_ fUi - 6'~ -' - 5.2 V4' - 1- ~SI..OP'EV". r _~-<2.,""L--bi-K. -, ~~~;;; r:1.~"-to F --)([;':' 0 cTI-" r~"~- f-' I, t I _ I " ] rr t '.... "... -..,-..... r :-:::-; .,r3',,- -- - -- "Jl ICS _,_",G,P.,D -- - - -- .;;(-=-"":~.;: ; ; F~~~;;~]~'~i;r~'-~-" ~ -'--'&~&;j~ : :M,~EhJo~ :l"~~~"-lrSd- 7'Il!1? ,\: : I : ' JJ~~.~L~~~'~~ ~IL 'Y DINING; : I I 24 P"1' Itr'l ~ ) I Si'ePF'so:>\...l..t"SG : : I : co,",,; Q : I, 6 ~H",~'~ j ~ "'T,",~ ' : , ~p~~~P) 11-ty. ~. ~, p\.!:', ,. ~ '4 ," I - ---l ' -' I, ~ 1 I -'i r ~. 'r' j j 'Ir"I'/'t~>tO , <: 2'6 Y' Ll,' W+- 3'.q' 2'-1' .. "'-NG= ,.J [ 'I N "I lY1 .., \. \ II I;"""" I 3' PO"' . (' W/>'<XXJ - I 4)(4' SU . -- -;:: , 1 ~ , 6ED!<OQM:2 i' ::! . ' ~. '. . - , '" -,"'r .....tzt-- , 14':'<~" ~- ",-,-,""G 3'SF is ,71/ -111/2 T-O'-. ID I. W,.o.l.L.' '. . I ~ / I GASmaG' : L_ ~ . lv' t)' 1. ~'t3'-EJ-~ _ I' : aSOI'OOM' s',.' ;;;;,:;~.. .. ~) . , s. 'l< an,; i..... ]" : '8 ~ Iq '~.3 V2" ~ V; ~ 6'-5' ":, eN~~ / ~iQiNC:;~ ~ I ~/~ON\!" ~. : " ~. / I " ~ I /HlGH STEe. I I .~t"'I"H",," '1/ ' . PV-~ ~ . ,,~~....--=-=-= - - ~3 I i/ 4'=' I ,/ ~'P5'- POST: '4'.23/4" '\. .010 ..V, I ",,:, I ~SLOf ~y". I' . 'fI-"". I . I I ~ 1 """FOOT" ( I j \ G'l\:'SH" - - ~( I ') ""^""""', 19'-6V2": I ql , I I ~I .JI I _ ..i : GAAAGE \ii;{"W/L '~' =-=--~~!:---.~~ I I I SIMP ON..... --""" '"""" WI. l- Al.J' I I I ;7 I I ," F<OUNC A6. , ' 1 r ' I I .- _I - - - -- I I -~. - - .- .-::'. 13'~' . --T~'- . 6'.(7 ~j.~i-O I ~ , .... 4. 0'...; [ 16'X7 OVERH~ DOOR J I '.. ~ j ~. ---~------r l!"':::-"'::::'::.J . ------... I / -;1~'--- - -., --'~--- ----;,..;,;j~/ / 11'.9' - 11'-q' 3'-1 VI - 4:-7 V2" - 2'.3" - 6'-3' . 46'~ la-O' . 6'-3' ~ 12 :; ~ :22 .,;' 8 1ST FLOOF< PLAN HCUSE 1,485 SF, G.AJ<AGE 54-1 SF SCALE: V8'=1'.Q' ~J !oJ ~ ~ Ji Jo' ~ :::; ~ \~ ~ ""I ~9 -'in 1\ ~ in ~ ti ~ FLOOR PLP-N NOTES . ROOM DIMENSION ARE .APPROXlt-'.A TE, RESIDENCE TO COMPL'r' WITH THE FOLLOWING (VE.:<JFY WI CONTi<ACTOI<) C2UNGS: FLAT R 38, SLOPED I< 30. EXTERIOI'< WALLS: R 21, FLOORS: I'< 25 GLAZING: !:PI OR EQUAL, VlN'r'L THE.Q,MALL'r' 8ROKEN F'lAMES, U 035 LOW EO, HEA,TlNG S'r'STEM TO BE :;:LEC FORC:;:OAIR ;=IJI'<NACE: WI :;:LECTRIC i-'EATPUHP, VEi<lFY WI CONmACTCl< PRIOI'< TO CONS TI'<UCTION, (~ 8i<ACE PANEL PER CABO 1<-402.10, ALTERNATE Bi<ACE PANEL PEl< DETAIL. .".... ROOF PLAN NOTES -4 ()--\ ()~ ~~ . Ul ~ . . 1~ " l J.X5 DF :rI WI '1 j -t>; '~': -. =- ::-~- 2X8 Dr.: ~ : T T . ~~-,,~ . ":t I I l I I 'IKU';',iiFaERI'/1 I__L ',-._' I-I -p...!.. I I.~,c. -: ! r 'RU~9-';" ~~ ># ~/;://;/%;;/ /;//;j JC ''''''~~ ~/ // ///"///'/'///'// / 1,' <"<',,.rl~'_~~~~/~~~S~' " -~-~/~'/~'//'/'/~/ ~ ; C ....(~"... 7 :,V/ // ,/// ,/;%,,';"~' '~'- ! ',,- .,..... ".. .j(-i';:~:- I ~v(:/%~ /~~~7:;/~ i==7C_= ,==. ==0' 0= "l/~ Lf-\ -p ~ /:/ ~:/ J: ~:/ ~. 0f :_ I I I ,~~lJ;1.~~,~-",="i-- ~ilk/jj~~*~;(~:,- : J'\-j'''l Z /fli3 7'/f/"~ /t 1 /~ 1/~ . ~. Ii fij:>r~/'~~~~~~ ! ",l oC,' T"i'." ," ;~?5// ~~~ _J i f~ _ T~S G,lDE~ ~. ", o~~",'t. / . / Y77~' . : :1./.t....ll/"" / ~ /R1JG~ . i i ,,--\ - R )GE = ':, ~X1() ~ 112 ,[/".112"'/ / AI( : I : 0 ffil"::. Ii I" 5/8' ~FFIT , ~ ni ",112 $112 Ii 4112 I'; -- I: 'I ~ -- I: I ,__..~ "__'."v-"-_-..-=",=,,,,", __",_",_~"_,,,_.,,___w,_..w.'- P!<OVIDE 26 GAUGE SHEET METAL. GUTTERS AND DOWNSPOUTS, CONNECT TO STCRM DRAINAGE SYSTEM, WOOD TRUSSES TO BE DESIGNED, MANUFACTURED, AND INSTAu..ED IN ACCCRDANG: WITH APPROVED STANDARDS, SUBMIT COPY OF ENGINE:RED DESIGN TO Tl-'E LOCAL AUTHORITY FCRAPDt20YAL PRIOR TO PLACEMENT OF ROOF SYSTEM. USE SIMPSON H1 AT EACH ,TRUSS AT 6EARlNGWALLS ONLY, T'rP, USE SIMPSON LUS 26 AT TRUSSES THAT CONNECT TO TRUSS GIRDERS IF SHOWN, TYP. P!<OVIDEATnCVEN~LA~ON TO TOTAL V300 OF iHE TOTAL AREA OF iHEATnC 50% AT RIDGE AND 50% AT EAVES, P!<OVIDE GABLE. eND BRACING .. AS REaD, P!<OVIDE 2X4 OUTLOOKERS @ 4' OC, MAX. @ GABLE. E.'lDS, T'rP. 4X12 OF 111 CPNNECT 4X10 5E.AMS TO 4X4 pOSTS WI JSIMPSON LPC 4. // T'rP. ...........// r-.- i , , / ---' Au.. EXTERIOR WALL HEADERS , TO BE 4X5 D,F, U,N,O, VERIFY l.OCA~ON OF OPTIONAL PVWr SHELVES WI OWNER/CONTRACTOR PRIOR TO CONSTRUcnON, I<OOF SLope TO Be AS SHOWN TYP" C0 ROOF FI<AMING ~L.AN SCALE: VS"=l'-Q' ; 6'1\;.~"" v : ;.~: : ~ ~ . . ~-/' -~-~ - -~--<1f>- -:'f"/l:/'" / ,:- lfIi , ~,.......,/, ! '.'-"1:'-~,'~'':=>; ~' @: \ -,nrs,_m--;,:@= ! : : ~~~' :li~~ .~:i~::~ ~ /;":<!p-; -~! ~ :", p::: ',. ~::'\7 /~/ / ; ; I~: : :c7. r-;::~ .': W / ~;. II' . ~C~wdG,~r-~~ rlD:) ",r,,;;;~ ~i! '1'J AI ~-'-'-T r.,--m_j_'_-"-"r -......" r ~~ ~, @= -<S ~{~_m'....' CI /I''''--i ;i: H':!:'! !~.Il.,L-A' p , , : "T"-iF iLrp...."'..;;;;r ;....i...~, ----r- " ',..\lll, <JjJ~' :; . .:', i: /I i ',,-,' lW.....: ,-,-, ...m""lfIi I : djl ~L~.u..:s I'J: -€i! ! ~.I (!", ; I ; ~ =e: ~ c- '--- a= '--<);:0. I --.., 1 - .. 1 M _ ;r'\ 1 ~l flO~. , ~J!.._..L . -IV ~ I ~~F1 i 1!Z::::,.._,..,....,-'""-,.,.,,~'"~.,"",.~~. ,_.1 _// 'V v .... ~_.~"\. ! , . . : \ i: '--' ! ~: N : kJ , . , , , W?l aEC ME(TER CJ .. ELECTRICAL AND MECHANICAL NOTES .&~ "Ji = ~-0-=--!! LOCATIONS OF MECHANICAL AIR SUPPLIES ARE FOR REF"RENCi: ONLY, VERIFY LOCATION WIO'vVNER PRIOR TO INSTALLATION, OUTLETs ARE FOR REF:RENC2 ONLY, VERIFY LOCATION WI O\M'.lER PRIOR TO INSTALLATION, ALL OUTLETS IN WET AREAS TO 8E G,F.I, d l' '0- i j , , , / / ,/ _/ ;------- 1ST FLOOF< l='LAN WITH MeCHANICAL../el..eC11<ICAl.. SCALE: V,s"=l'-a LAP SIDING, RCNTEL::V'ATlON CNL Y Ff'CSRICK I~UlATED GLASS WI LOW E IN VINYl. FRAMES WI GRIDS,TYP. 8 11-11 SIDING, GLASS BLOCK PANEL VERIFY ' SIZE PRIOR TO INSTALLATION, o (ff - " ~ , , " c=======================~========~============, F!<ONTELEY ATION SCAl.E: V8'=l'-O' 12 12 61 ~~- 16 _~_ ~.um'lj;~<L_:-=- ~f---~--':' r -:.~~ -, n-I__'~ IIIIII1 -, ':~; .:. 11 ITl" I :__1 'I_..)~ --- PREFINIShED METAL GUTTE!< AND DOWNSPOUT, CONNECT 70 CRAlNAGE SYSTEM. T'(p1CA.L 7 _ ~ T, '5TF-= eN, 1 =oT7CHCF~q ~.....NG I.lNE + 1;> '" , , c======================~=========c============~ -f !<E,A,f:S ELEVATION SCAI...E: V8'=l'-O' '- , , ~ , 12 12 ARC 80 SHINGlES (25 YEAR) TYP, _______________ 61 16 P'<EFINISHED METAl.. GUTTEF< AND DOWNSPOUT. CONNECT TO DRAINAGE SYSTEM, TYPICAL ----- A ~-~ ~ ---.. ~~~,. I ~I ~ h I ~ - - -- - -~~ .:~ :4~'ffrrrC-:'I. i! " ! - ~ I! II! !~III r, ---j~"'':...-I ~'I I I 11"111 L-'<P SIDING. TYP. ~ _ _ ! ' I i I' Ii' :1 '" -. . I Iii i ~ 1___L_l_ ,~1lT rrtni I STe-?o<"" 1. c===========~===========~-~---=================---!--\~~~~g >- , r- ..... 11-11 SIDING, TYP. G) SIDE: eLevATIoN SCALE: V8"=1'-O" 11-11 SIDING, TYP, 12 , 12 ~I <, I". .~-, ...-::~" "'""",-~ ~A. -..: <,~r" -""'- A;'~~'" ... -....::::.. ~.... ~ -'" ;:.: ." ~~; . 44 ~ ~ ~.." -~-4;--:- =.::0 -=-= r "il""I' -. --- II I I I,... , [] ',. IIIIIII --.---.--.--- -'I I ! -----,- ~----------~-------~' , C==C=================================================~ G) SIDE: eLevATIoN SCALE: V8':,"-o" TYPiCAL i<OOF SCiSSOR TRUSSES - ---- -- - - -- -- R-~~ 6fi ~ -4 TYPI ;,; ,L EXTERIOR WALL TYPICAL INTERIOR WALL TYPICAL EX: E (lOR WALL ~R-~\ R,.-'.)..5 .1 TYPICAL 1ST FLOOR ~ TYPICAL ONE ~ STORY ~ CONCI<ETE N (0 TYPICAl.. 65CTION SCALE: 1I4'=T-O" TYPICAl.. CON6i1<UCTION NOiE6 NOTE: FOR ENERGY REQUIREt-1ENTS SEE FLOOR PLAN TYPICAL ROOF CONSTRUCTION. 25 '(EAR COMPOSITE SHINGLES ON 1511 6LOG PAPER WI 1/2' :::) S,6, WI MFGO WOOD TRUSSES AT 24'OC WI 6LOWN "..<<<rSULATiON W/V?-POR 6ARRIER WI 5/8' GWB.TYPICAL pi<O\I1DE SOUD BLOCKING WITH MIETAL SCREEN VENTS WTTH II:!C;I" A-;10N F\AFFL~ P8'-1<€G,jj, Pi<QVIDE ATilC VENTiLATiON TO TOTAL 1/300 MINIMUM OF TOTAL AREA. 50% AT RIDGE AND 50% AT SOFFIT. TYPiCAL EXTERIOR WALL CONSTI<UCTlON. HORZ LAP SIDING ON 7/16' 0 S.6, SHEATHING OR 11-TI SIDING WI 2:<6 WOOD STUDS @ 24' OC WI 6ATT INSULATiON WI VAPOR i3AI<RlER WI 112' GW8, TYPICAL INTERIOR WALL CONSTI<UCTlON. 112' GW6 WI 2X4 WOOD STUDS @ 24' QC WI VA GViB, TYPICAL 1ST FLOOR CONSTRUCTION, ANISHlEO FLOORING WI 1-1/8' PL '!'WOOD DECKING WI CATT INSULATiON W/4X6 WOOD SE,AMS pr, WI 4X4 WOOD POSTS pr, WI 5511 FLASHING WI 18' i<OUND X 8' THICK CONC ;:aOTiNGS WI 6 MIL VAPOR BARl<IEFa THROUGHOUT. TYPICAL ONE STORY CONCRETE FOUNDATION CONS11<lJCTlON, ~. THICK CONG STEM WALL ON 12' WIDE X 6' THICK CONC ~NGS I I -l F ~ " '" 1T. ,.,. . -" 0> "" .>S< OF W. ";"-!! ~ '" .>S< ~ "" . 1 . f;, 10: I . . . a: "" "" . '" .. " :l. 3- .. .. . = Ii F r . '" WALLS - 1'<--21 SKYLIGHTS - U-O.50 AREA < 2% CeiLINGS - ;<-30 VAULTED ~"."..,""',.,""',... .' .... .... ..... ........--- '.'-' ..... ..... -...... . DOORS - MAIN eNTRY U-O.54 MAXIMUM 24 SQ. FT, CeiLINGS - 1'<--38 Fl.; : ' WINDOW'S. U-O.4; ,---- ....... ~ OTrlEI'< 'iHAN MAIN ENTRY U-O,20 4. . " I!!:,,;n,':, :;"" '.'!JIfJ _ FLOORS - 1'<--25 -i!. tl ~" ,~ /~ ,.,',,',' 'BASEMENT l i WALLS -<<'-21 : WALLS - 1'<.21 SLAB FLOOR EDGe INSULATlON - ;<-15 HEATlNG SYSTEM- SAME REQUIREMENTS FOR ALL. T'YPES OF SYSTEMS, FORCE:D AIR DUcr INSULA- TlON R-8 L::J LJ "'!l'tgGON I'tgiO>IDgN'f1A1. gNg~CS'i' ct.mlO! PATH ,: BASED ON COST EFFECTlVEJ'..esS (2) RESIDeNTIAL. eNel<GY CODe l<eaMTS SCALE: NONE @ ---- EXTS<IOR SIDING (SEE EL-CVATlONS FOR TYPE AND LOCATION) ON 2X6 WOOD STlJDS AT 24' 0,0. WI BATT INSULATION W/VI'POR BARRIER WI 1/2" G,W,B, TYP, 2X6-P,T. PLATE ON SILL. SEALER. SECURE PLATE WI 1/2' ROUND X 10- AB,AT72" O,G, MAX. FINISHED FLOORING W/'-1I8' PLYWOOD DECKING, ~ -<~. / ^~/'{f WI--- ... 4X WOOD BJ:,A.MS PT, W/4X4 WOOD POSTS PT, WI 55~ FLASHING WI 18' ROUND X 8' THICK CONG FOOTINGS WI 6 MIL VAPOR BARRIER THROUGHOUT, ,BATT INSULATION, ~-:,)..~ '" '" "-6' HIGH X 6' THICK CONC ST"d1 WAU.. WI (1) !l4 CONT, ON 12' WIDE BY . -- '" 1'-0' o ~ DeTAIL.: SINGL.e STOl<Y FOUNDATION SCALE: 1'=1'-0" .-.-------- 14- TYPICAL EXTERIOR WALL. '9 ~ is> 1'-6' HIGH X 6' THICK CONC ST"d1 WAU.. WI (1) !l4 CONT, ON 12' WIDE BY 6' HIGH CONG STRiP FOOTING.~ ~ WI !l4 VE!<;T AT .;.,s' O,C. AND (2) > ~!l4 CONT, TYP. 3' ROUND DF2.A.'N TlLE. < o oeT AIL.: SINGL.E STOl<Y GAAAGe SLAB SCALE: 1'=1'-0" ~~.~""i~:::;~.1t.{~~~: - ? - -: -. '-:'~ .- .-- I i 1 I, I J I I, I J J r I J I. I I I I' 1 I J. I I I I, I I 1 r I I I. I I I I' I I I, I I I I' I J I J L J I' I ...--- I . ----=--- f i. ~___ .i i ~ ------- i I ~--~~~~---~--~-~-~---~--~ ' ~""~"'~,~,~""~"""""",',"""'~"'~ I I- _'1 _ . - . . - " . I .1 / . J I I I 'I I 1----- ~! ... 'I ..--- I I .: I I ,I 1 '-4 " " " '=:J o DETAIl..: WAl..l.. BRACING SCALE: 1"=1'-0" 6D NAILS AT 6' MAX OC AT EDGES AND 12' MAX OC IN AELD, BLOCK ALL PANEJ...JOINTS, 5116" MIN PL '!'WOOD WALL SHEATHING VZ DLAME"fER ANCHOR BOLTS AT 6'-0" OC MAX ~ 9 in :z 1: 9 N (5 ~ 2X BLOCKING AT ALL ./' ..- PL '!'WOOD EDGES TYP, / ..- ~/ ... ... ...- ~\L T. 6~~Ce PA'J:L.. ..- /'< .,// 3/8' MIN PL '!'WOOD, 8D ..- COMMON OR GALV, BOX NAILS @ 6" PANEL EDGES AND 12" INTEi<MEDLATE SUPPORTS. TYP SiMPS6)N HD2A HOLD ~ DOWNS, TYP, / I (2) ANCHOR BOLTS @ :..~ ~~... ~EJ... QlJAA1'ER POINTS, ~,/ : I _____:/ , . . . . . _ . , . . _, , ' , . . . ' , .. . ' , , , . , . . . . --:s , ....... .. ' _____~---L---,--~ _____ : :--------=..:..::..:. _ REINFOF<CE FOUNDATION I' 10-0" MIN CENTERED _______ UNDER PANEL TYP, , " ------- : - 10'-0" :14 HORZ TOP AND :~______________________J____________________. ~QM. : . I : I - - :14 VERT, @ 24' QC, TYP, I______-----------------~-------------------_. , ~ , ----- I .. I ' -----1---- , I , I , I I I , ' I I I' 'U; DeTAIl..: ONE STOF<.Y Al.. TEF<.NATe BRACE PANEl.. SCALE: 1"=1'-0"