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HomeMy WebLinkAboutMiscellaneous Plans 2003-6-17 ,. .'<,0 __ li- 1,'.\1 \,_- \. :3"' ,r \. -1 . -:., I::, \ J' '" I: \::;. \' ' ~: '.~. ~ \ I e . \i\;LH~ ~.\ \: f\- "j (y . I::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) (1) Z :>- " " J-' >-'l ~ J-'O t-ni:':l C>C>OO '1 :od en III III t-n o H t1 r-; Hdt) B 0 III jl) m ro :od QqOQrt>rt "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-' "'0 ::l (1) .CIl '" '0 (') ;;: "1 S[8..~iO- ~ (p ('tl ..., tr:J l},acnS';:;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 ,. -:. l G,' ( 10121 . t:a.. (oj L u Ilui k f --r h1"v u); r 'Is to J"! tkm Cd- 1'-17 r-70 c( 1 Jmu b S "l (p :ru lu; PL r:::/IlT Lo-t- , Sf ",0 I ...; - i ~~(.; 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 ZZ'-j (~) ------- Irs PIU-I-/- ;;r '~ /0 -=' ~" \ p . 5' lit., tv4-l1<.. ( :Jutes f/L SITS PLAN NOTSS LEGAL DESC;<JP110N: LOT 227 RYAN MEAOOWS EUGENE. Cl<EGON VE<<IFY. ALL STE WORK TO CONFCI<M TO MPS 4900.1 COTTOM OF FOOilNG @ALL CO"'NERB = SEE ELCVA1iONS' TOP OF FOUNDAilON W,ALL @,ALLCC"'NERB = SCO: :L.:-VAilONS' )" -," " ::; ,,~ :--..... .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 r01 (l _ "1 Ml P ..4 .,- ~ " .- J." ~ \f :--':! . ,~ -',"' SLOP: ALL Gi<ADE TO ORAlN AWAY F'WM PRCJEC7. SPOT :L.:-VA1iONS A~ APP<<OXIMATE. 100.00 IS ASSUi"'ED :' =VA1iON TO MATCH EXIS1iNG. P\rr ~ ~ ~ ~ ~ ~1 s or ~ t Q. .J;: "" ~ NOTE. CONl1<ACTOR TO VEI<JFY EXACT SOIMENSIONS AND cEA!<JNG ANGLES OF PRQP:RTY ?<<JOR TO G;<AOING ANO NOilFY .ARCHITECT OF ANY DISCREPANCiES P'<Ov1CE SEPAi<ATE 3' ROUND PIP:S FOR ooWNSPOUT AND FOUNDA1iON DR.>J~E TO WEEPHCLE AT.CURB ANO GLTTER AT STREET OR TC ENGlNE:~D CR.>JNAGE SYSTEM. ~ 1,4 ~ #-~ ~ L #...~- -~~ ~,~ d .1~\'f. ,'a'~ p ~r ------ ( I I G5N5AAL.. CONi1<ACiOr<. cozy HOMES, INC. 1275 SOUTH 2ND STREET SPRINGFIELD, OREGON PHONE: 747-8704 CONTACT: TOM WIRFS DAA\MNG INDex A1.0 A2.0 AS.O ASJ AS.2 AS.3 M.O MJ AS.O A6.0 A6J 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 foU.. =UI~ 'M1H =~ P!<JO'" TO =NS11<UC710N. foU.. NOr=s DO NOr .>PPI.. Y. USE ONLY 1'l-OSE iHAT A'<E.APPUCAell:. 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 (roV). 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<ANCE 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 rcESlSTANT 5C<E:::N WI VA.- OPENINGS. VEN'TS NEAR CORNERS ARE TO BE LOCAIED WrrrilN 3' OF;'1-IE ceRNER n. Au.. weoo IN CONT,-\Ci WI CONCi<ETE TO BE P'i<ESSUJ<E TREAIEO OR P'l<OTECTED WI 551* ,ASPt-lALT SA-nJAAIED A::LT 12. BEAM POC~ I::: IN CONCr<l::1 = WAUS 70 HAVE V:~t AIRSPACE AT SICa.AJ\lD ENes OF 5E.<\M.S AND i=l-ASHED WI 55t: ASPKALT SATIJi<A,dJ FaT. PRCYlDE 3" MINIMUM BEA"ONG (UNO). 0. SLOPE CRAWL 5PPCE TO LOW POINT .AJ\lO PPOVlDE CRAJN,A.GE TO OUTSIDE DR.AJN.AGE 5YSTEM '.4. MUDSILLS TO 6C:2X Pl<ESSURE 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..ACTED EAP:Tl-l UNDER S~. 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-",5 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<ES.s \VINDOW 5 SF. L.E.AST OP::=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-:EACERS TO 4><6 DF UNL:S.s NOlt:D OTHERWISE. :20. woco n<uSSES SJ-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 TIJa AND SHOWER ENCLOSUJOES SHAll. BE WATER RESISTANT Wi< '1";"P!; WITH JOINTS, CUT EDGS.AND PIP: CP:N1NG ~t:D 'MTl-IAN r\Wi<OVED S~. :23. ~GE !-OODS SJ-lAll.. Be \I'E1\flEO TO TrE EX'1'E2Jt:)R" 24. CL.OTI-ES O~ VE.Nr DUCiS 5f.J.AU. 1"ERJ'"4JNATC OUiSlOE THE BUILDING. MAXIMUM VENT LENGlH..A.ND NUMBER OF asoW$ SHAU. COMPLY \\tTTH"'1l-e: ~ US11NG. ~. P!<OVlDE WEAn<eR RE5IST..wT _10 eAFRE. EXrcNC<NG A!!OVE 11-E INSULA110N AT ROOFYENTS AS !<cQUIKED. ~6. P!<OVlDE \5' 5"( 24' CAAW\. SPPCE ..ccess. I 23'-4" f...:?' '0 . _\ \ I - t . \ I ~ \i:.t.v-otf" ~"~\E. ~\.\. 4' CONCRETE SLAB. SLOi' E \ "V" 0 \ll.q!k ~ '!:>\O:...~ ,1.1\.0..0:. v.....ell!lt:.\t , ~!~:~: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 --V U ._-2) :" C) , : ""~ - € 0 J -0 0 . - -0 ~ 0 : : ~ --8 r;o --0 0 .--0 ~ 0 : : ,. --8 \310 --0 n '--G--~ 0 : 'I U '-J ~ , : ~ 0 - -8 0 - -0 0 . - -0 ~ 0 :. C; AWLSPACE , , 6 MIL VAPOR BAARlER N' , p< :CESS. ~; 0 - -8 I ~~~"C)t=~~=~-(7 0 r - -0 ~ 0 :, vr.~. 'BP:~: 0 --8 0 --0 0 -~ ; 0 :i :~L 0 -:.Bu__Du - -0 8- - -G ~ 0 :~II~~ i' , ,"u I I -l.''''' N J 1 :~: CONCRETE I: ~~ 0 E>- -0 ~ 0 ~ii : -: ~~~;:' ~~~iK : ~I .....l'J E>- ~ 0 : 0 ~ :~: I ~ FU~NACE I ~I ~.: l...F3J N" I.&-..J:' ~~:I pOOl< --L ~'i_ nuufr-r__:J :" u li~-' 4' CONC:!E TE'5LA8. SLC PE -,~: 1(8" _ -_- ',-_,'11":: -'~-- -'-~:: ~ ~ :,', 0 1..:, =_:;J, V8' PER I :c 01 TO DR.AJN TYP ~~ ~W "VI '~. _ --./ ~ \,~. '.1 19''';1/2' " "'~=-4=_':___~,.J'''C''~ ~ ~ 'c' I,. 1 =----w- - -.. J ~.- 1-' : ~I P.T.4X4j VYw....T '\~~;~- i - - - :: I -I ,'I POS~ V8' Pel< FOOT TO DJ<.P N, i '!'P. , ~I 4' CONCRETE SLAB. SLOPE ,-: CONNE TO : -: V8' PEl< FOOT TO DI<AIN. T't1'::,1 -, CON ~~,-","i',; , - c'-'~~/<;IM '" ~ ~ :', _... - _- -8LQCK.O~ -= ~ - .. ~t;:cM.. T f? :''X1S' I"SL" ':-. ',;::St J ;.o;-e.P FOR Q\.IEI<HEAD Q,ISPli J - u.r f ~CI<EEN VSNT5,14 DOOI< " / / T'r'P. ':~~-~----~~~;~~i~~~~i~~'- ~--- 13'~' 9~ ~'~ '" q o @ 3Q'X3<7XKl W/(3)~4E.W 24' X 24' X 10' WI (3) i:4 E.W. , tf> 4X<~' OOD BEAMS IN BE. POCKETS @ CO ~ ,I<ETE WALLS 01< ON 4><4 WOOD POSTS ON 8X1o' DLAMETE~ CO ~(;RETE PACS. TYP @ A7 H2' 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 (MIN. 4ft WIde, 8ft at at interior walls braced on one SIde only) ABP = Alternate Braced Panel (MIN. 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' ')31.,;' - 11'.9' - 1 46'.0- - FOUNDATION F='LAN - 10'-0' - 12'-6" - UI' (0 ijl - - - - - - - - ') ~ ~..~ 110 o.:::::.-~, ....:...:..~~ ~SiNGt..E5TU""jr...l~I........AJ N SCALE: 1I0'=1'..Q' w q ~ q '4 o I~ ., c;' ~I-I Z-:'"l .~'" ,,0 i i II _..J.~b , ~i'.(7 2'..0" :;;: .l. ~ 9.(J' , 23'-4' T.(J' --,boo - 5'.21/4' _l_ fUi - 6'~ - - - 5.21/4' - 1- ~SI..OP'EV". r -~",,:,,""L.-bi-K. -, ~~~;;; r:1.~"io F __)(C'':' 0 c-rr-" r~"~- r" '. t I _ I " ] rr t '.... "... -..,-..... r :-:::-;.,r3'..---- -'Jl ICS -,-".G.".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 ~",~'~ j ~ "'T,",~ . : , ~p~~~P) 11-ty. ~ ' ~, p\.!: " ,. ~ '4 ," I - --l - -' I, ~ 1 I -'i r ~. 'r' j j 'Ir"I'/'t~"!O , <: 2'6 Y' Ll.' W+- 3'.q' 2'-1' .. "'-NG= ,.J [ 'I N "I lY1 .., \, \ "I;"""" I 3' P D '" - (" W/>'<XXJ - , 4)(4' SU - -- --;:: - I ~ , 6ED!<OQM:2 i' ::! ' ' ~. " - - , '" -,'"r ""tzt- , 14':'<~" ~- ""-""'G 3'SF is .711 -111/2 T.(J'-. ID I. W,.o.l.L.' '. . I ~ / I GASmaG' : L_ ~ . lv' t)' 1. ~'t3'-EJ-~ _ I' : aSOI'OOM' s',.' ;;;;,:;~.. .. ~) . , .. 'l< an,; i..... ]" : '8 ~ Iq '~-3 VT ~ V; ~ 6'-5' ":, EN~~ / ~iQiNC:;~ ") I ~/~ON\!" ~. : " ~. / I " ~ I /HlGH STEe. I I .~t"'I"H",," '1/ ' . PV-~ ~ . ,,~~....--=-=-= - - ~3 I i/ 4'=' I ,/ ~.""" POST: '4'-23/4" '\. .010 "v, I ",,:, I ~SLOf ~y". I' . 'fI-"". I . I I ~ 1 """FOOT" ( I j \ r;l'l(:'9f" - - ~( I r ""^"""", 19'-6VT: I ql I 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. , ' , r ' I I .- _I - - - -- I I -~. - - .- .-::'. 13'~' . --T~'- , 6'.(7 ~j.~j..O I ~ I .... 4. 0'...; [ 16'X7' OVERH~ DOOR J I '.. ~ j ~. ---~------r l!"':::-"'::::'::.J . ------.. I / -;1~ -, - - - - - " - -'~ - - - - - - - ;,..;,;j ~ / / 11'-9' - 11'-q' 3'-1 VI - ;':.7 VT - 2'-3" - 6'.3' '46'~ la.(J' . 6'-3" ~ 12 :; ~ :22 -6' 8 1ST FLOOF< PLAN HCUSE 1.485 SF. G.AJ<AGE 54'1 SF SCALE: V8'=l'-O' ~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'rL THE.Q,MALL'r 8ROKEN F'lAMES, U 035 LOW E. HEA,TlNG S'rSTEM TO BE :;:LEC FORC:;:DAIR ;=IJI'<NACE: WI ELECTRIC i-'EATPUHP. VEi<lFY WI CONmACTCl< PRIOI'< TO CONS TI'<UCTION. (~ 8i<ACE PANEL PEl'< 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';'.iiF<ERI'/1 I__L ',_,_' I-I -1i--J.. I '-~"- -: ! 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'''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 = I:, ~X1() ~ 112 ,[/".112""/ / AI( : I : 0 ffit-::. Ii I 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 STORM DRAINAGE SYSTEM. WOOD TRUSSES TO 5E DESIGNED, MANUFACTURED, AND INSTALLED IN ACCCRDANG: WITH APPROVED STANDARDS. SUBMIT COPY OF ENGINE:RED DESIGN TO Tl-'E LOCAL AUTHORITY FORAPPt2OYAL PR'OR 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 SEAMS TO 4X4 pOSTS WI JSIMPSON LPC 4. // T'rP. ~,/ r-.- i , , / ",' ALL EXTERIOR WALL HEADERS , TO BE 4X5 D.F. U.N.O. VERIFY l.OCA~ON OF OPTIONAL PVWr SHE!- VES 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>- -:,r"/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..]_._-.'.....r -..-.." r ~~ ~, @= -<S ~{~_m'....' CI /I'....--i ;i: l!:!:'! !~A.L"'A' p , . : "-r-"-iF iLrp-...'.-;;;;r ;....L~' ---r- " ',..(11), 1JjJ~' :; . .:', i; /1'; ',,-,' lW"-': ,-...., ....m....lfIi I: djl ~L~."~S I'J: ~! ! ~.I (!". ; I ; ~ =e: ~ c- '--- . a= '--<);:0. I ", 1 - .. 1 M _ ;r'\ 1 ~l flO~. , ~J!.._..L . -IV ~ I ~~F1 i 1!Z::::,_............-'""-,.,.,,~'"~.,"",.~~. ,....1 _// '-\)- 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'olER PRIOR TO INSTALLATION. ALL OUTLETS IN WET AREAS TO BE G.F.!. d l' .0- i j , , , / / ,/ _/ ;------- 1ST FLOOF< l='LAN WITH MeCHANICAL../eL.eC11<ICAL. SCALE: V8"=l'--Q' 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!<ONT5LEY ATION SCAl.E: Va"=l'-G' 12 12 61 ~~' 16 .~_ ~.um'lj;~<L_:-=- ~f---~--~ r -:_~~ -, n-I"'~ IIIIII1 '. ':~; .:. 11m --I :__1 'I___)~ --- PREFINIShED METAL GUTTE!< AND DOWNSPOUT. CONNECT 70 CRAlNAGE SYSTEM. T'(p1CA.L 7 0 ~ T. '5TF-= eN, 1 =oT7CHCF~q ~.....NG I.lNE + 1;> '" , . c======================~=========c============~ of !<5,A,f:S eLeVATION SCAL.E: va'=l'-G' '- , , ~ , 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~"'~1 ~'I I I 11"11' L-'<P SIOING. TYP. ~ _ _ ! ' I i I' I i ':1 '" -, . I Iii i ~ 1___L_l_ .~1lT rrtni I STe-?o<"" 1. c===========~===========~-~---=================---!--\~~~~g >- , r- '4 11-11 SIDING. TYP. G) SIDE: eLevATIoN SCAl..E: VS"=l'-o" 11-11 SIDING. TYP. 12 _ 12 ~I <, I". .~-, ...-::~" "'""",-~ ~A. -..: <,~r" -'-"'- A;'~~'" ... -....::::.. ~.... ~ -'" ;:.: ." ~~; . 44 ~ ~ ~.." -~-4;--:- =.::0 -=-= r "il'I"I' -, --- II II I f'o , [] ',. IIIIIII ------------- --I I ! -----,- ~----------~-------~' , C==C=================================================~ G) SIDE: eLevATIoN SCAl..E: VS",,"-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.. SeCTION SCALE: 1I4'=T-O" TYPICAl.. CONGT1<UCTION NOTES NOTE: FOR ENERGY REQUIREt-1ENTS SEE FLOOR PLAN TYPICAL ROOF CONSTRUCTION. 25 YEAR COMPOSITE SHINGLES ON 1511 BLOG PAPER WI 1/2' :::) S,B. WI MFGD WOOD TRUSSES AT 24'OC WI BLOWN ..,.<<<rSULATiON W/V?-POR BARRIER WI 5/8' GWB.TYPICAL pi<O\I1DE SCUD BLOCKING WITH METAL SCREEN VENTS WTTH II:!C;I" A";10N P,AFFL~ pecJ<€G,jj. P;<OVIOE ATilC VENTiLATiON TO TOTAL 1/300 MINIMUM OF TOTAL AREA. 50% AT RlCGE AND 50% AT SOFFIT. TYPiCAL EXTERIOR WALL CONSTI<UCTlON. HORZ LAP SIDING ON 7116' 0 S.B. SHEATHING OR 11,n SIDING WI 2:<6 WOOD STUDS @ 24' OC WI BATT INSULATiON WI VAPOR BARRIER WI 112' GW8. TYPICAL INTERIOR WALL CONSTI<UCTlON. 112' GW6 WI 2X4 WOOD STUDS @ 24' QC WI VA GViB. TYPICAL 1ST FLOOR CONSTRUCTION. AN'SHEO FLOORING WI 1-1/8' PL '!'WOOD DECKING WI BATT INSULATiON W/4X6 WOOD SE,AMS PT. WI 4X4 WOOD POSTS PT. WI 5511 FLASHING WI 18' i<OUND X 8' THICK CONC ;:aOTiNGS WI 6 MIL VAPOR BARl<IEFa THROUGHOUT. TYPICAL ONE STORY CONCi<ETE FOUNDATION CONST1<lJCTlON. ~, THICK CONG STEM WALL ON 12' WIDE X 6' THICK CONC ~NGS I I -l F ~ " .. 1T. "" . -,. 0> "" >>< OF W, ";"-!! ~ '" >>< ~ "" . 1 . f;, 10: I . . . a: "" "" . '" .. " 12. 3. .. .. . = Ii F r . '" WALLS - R-21 SKYLIGHTS - U-O.50 AREA < 2% CeiLINGS - ;<-30 VAULTED ~"..."',....".,..,.,.,, .' .... .... ..... ........--- '.'-' ..... ..... -...... . DOORS - MAIN eNTRY U-O.54 MAXIMUM 24 SQ. FT. CeiLINGS - R-38 Fl.; : . WINDOW'S - U-O.4; .---- ..-- ~ OTrlER 'iHAN MAIN ENTRY U-O,20 4' , " I!!:,,;n..:, :;"" ','!JIfJ _ FLOORS - ;<-25 -i!. tl ~,. ,~ /~ . ..,,,.,, 'BASEMENT l i WALLS -<<-21 : WALLS - R-21 SLAB FLOOR EDGe INSULATlON - ;<-15 HEATlNG SYSTEM- SAME REQUIREMENTS FOR ALl.. T'YPE5 OF SYSTEMS. FORCE:D AIR DUcr INSULA- TlON R-8 L::J LJ "'!l'!gGON I'!g:;>l!;lgN'f1A1. gNg~CS'i" ct.mlO! PATH ,: BASED ON COST EFFECTlVEJ'.ESS (2) RESIDeNTIAL. eNEl<G'Y CODE l<eC<MTS SCALE: NONE @ --- EXTS<IOR SIDING (SEE EL-CVATlONS FOR TYPE AND LOCA TlON) ON 2X6 WOOD STlJDS AT 24" O.c. WI BATT INSULATlON W/VI'POR BARRIER WI 1/2" G.W.B. TYP. 2X6-P.T. PLATE ON SILl.. SEALER. SECURE PLATE WI 1/2' i<OUND X 10- AB.AT72" o.e. MAX. FINISHED FLOORING W/'-1I8" PLYWOOD DECKING. ~ -<~, / ^~"{f WI--- ... 4X WOOD BSA>MS PT, W/4X4 WOOD POSTS PT. WI 55~ FLASHING WI 18" i<OUND X 8" THICK CONe FOOTINGS WI 6 MIL VAPOR BARRIER THi<OUGHOUT. ,BATTINSULAi10N, ~-:,).~ '" '" "-6" HIGH X 6" THICK CONC ST"d1 WAU.. WI (1) !l4 CONT. ON 12" WIDE BY , -- '" ,..q 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 CONC STRiP FOOTING.~ ~ WI !l4 VE.01;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 I I, I J I I, I J J r I J I. I I I I' I I J. I I I I, I I I r I I I. I I I I' I I I, I I I I' I J I J L J I' 1...___ I ' ---=--- f i. ~--- ,\ i ~ ------- i I ~--~~~~---~--~-~-~---~--~ ' ~""~"'~,~,~""~"""""",',"""'~"'~ I I- _'1 _ . - . . - " . I .1 / . J I I I 'I I 1----- ~! ... 'I ..--- I I .: I I .1 1 '-4 " " " '=:J o DETAIl..: WAl..l.. BRACING SCALE: 1"=1'.0 60 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"fEI< 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. 80 __ 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---.--~ _____ : :_nn---=..::.::..:. _ REINFORCE FOUNDATION I r 10'.0 MIN CENTERED -------. UNDER PANEL TYP. , " ------- : - 10'.0 :14 HORZ TOP AND :~______________________J____________________. ~QM. : . I : I - - :14 VERT. @ 24" ce. TYP. I______-----------------~-------------------_. . ~ , ---- I .. I ' -----1---- I I I I I I I I r I I I I' 'U; DeTAIl..: ONe STOF<.Y Al.. TEF<.NATe BRAce PANel.. SCALE: 1"=1'.0