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HomeMy WebLinkAboutPermit Building 2003-6-17 TJLof / / jO!'\ ' \ (!] \ I ,1 '\,1 I t \ \ ~ ~ (~ t , \'-- I , '" ~ ~l( \ '--:~~__n_ _ \[ \" \ , 5~ e. ry w.u{L " J; ()lJ ~ n~>-r e.~ 0 ~:;:; .- ~ P. ""'\ 'rr:I 9: 'it 0 ...... ':^:l (J:I -< s '" 0 tn ..., g..(Il~~,O~ c; ~ ct. p) Co ~ o C"'l _ VJ ~~::S::Y,?~ &D-~g.~.-1 ~ "'~ "', ;x:> !:t"d..., (Il "'tl~ ~~e:~crtj) CIl 0 ';j .- p:; . -.OQ.g (Jl ~ a- a 0 l1> l1> :? :PIIlIJ .f " /..-- l e /'- fI~ La i ~ r , klLq/e.& PltflL f -rh11 L1/!u- r!()J~ 7'f7f7~q ~lL t uS pi- At' - let-PL ~ 5' 7...,.' J~If'tNlJf ~1 ,? - -{"I" Ix ~~t1 300' 0 VPi~ I II c." ,'" .\.' . t.J.V-- '" \\ \ J14{e.s 'd . c::: t<l ~ ~ C'l t<l I 1 1 ~ ~(f)i-Ijt1 ro ~.t1 0 P> 0..0 ::l t1ro~rt '<'<,<,< P> P> P> P> t1 t1 l"'f 1"1 p..o...p..p.. rtbrtM o 00 PlPlG'lPl o 0 III 0 CCt1C Ul Ul Ul .m ro ~ m oom~ t11"i~o G')G)OOI-h P> P> Hdl> t1 I"i ro m ~ & (D rt m m ... .....'" 0"" ""m m m m ... ... on a ~ )' 301--' (; [1,1""'"1 q J?of :::", '(;O ~\ I/c) k '\ - ~ IlL. vi' l' / />> ~ \'\. 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'. 0 L- Z w""-r ...~_.; 0 n 0 5' Q !i]:r(~.-: '~'''~ 8 n iD :) "n b]id<~ " c \e: z ::f>r. _" "t1 :> rr1 to -r, 0 - I l~l P )> 1- ,t:~ R; , ob~~~: I~ I~ -?~ o ~~~~ \t!~ 1\: 1\"" ;C'D" ~"r.Gl o ~O~I-l Ie 0 ~ ~ ~ H~~ ~~\I~~ \61~i~ "~'I ~ (. ~..:i.o ""' -.J C <' ":-);', '. \ ;;>: ,',',:{-;; I ' ~~ \~ ~~m1!, I ~ eN l~ :" ;~ 2 ,~ 'J OJ "" ~VATe 1<59 ::15 '-JC5 EUGENE, OReGON "/P~~ ~.,-...- '...."", ~ ~ .' . --""'0.:: ,...~~"".- '-':' ~~ ~. :;; ~ f ,"', ' ~', j \\ -- ! :- : -! ~ DO I [;/ ~L____ ~~t. 00 L ~- - ~ T Cu:!.c./-! 1,(( 1'0 11 DAAWlNG INDEX GeNEAAL.. CONTRACTOR cozy HOMES, INC. 1275 SOUTH 2ND STREET SPRINGFIELD, OREGON PHONE: 747-8704 CONTACT: TOM WIRFS A1.o A3.0 A3.1 A3.2 A33 A4.0 1'-5.0 A6.0 COVER SHE:' FOUNDAilON "'.-AN FLOOR PL"'-'" ROO" "LA"! MECHANICA!./E' =CTRICA!. P:.AN BUILDING ELEV"'-ilONS BUILDING SEC7ION DEi' AILS TOiAL NUM5ER OF PAGES. 8 ~eN5f<,A1.. NOTeS ~ ~ """'" .__ "". ,.. 'Y>IrTH~:::;>c! ~ TO CONS-n<uCTlON. ~"'07"""::S::;Gl~ p.;':9_"'r. L.!SE.~"'" I' _,:%: T~" AR!:.AF'AJ~u:. .. ~~.oNS ~ F~ ~ .5TLO. J:~ '::F ~=~-r:.. 01< CENTERl..INE OF COLUMN UNJ..ESS NorED OiHS<W.5e .AJ...L. ~ ~ 5'-i~ ~A.KE ,..,"-=-;;.~N:::: av;R S:::AL.ED DJMEN510NS. IF QUESTION:; ARISE CONiACi ~~~L"'1~7::..":". :L. ~ ==A"-S S-~ =~I:,....,: ~_ ":" OfS='= \,1\..... l""EiAL OR APPROVED DUCiS. ;: s.-oc:: "":'1::::102. MNHU:-1 E _ "iZ' ~ ::E..JN$ A.N~ NON--e"~~ OPEAATED (110V). L. F :::QCl\f~ ~JtC:: TO 5:: V::"''i"E:' FO~ ~A.L AIR COMBUSTION, .5. ~ A77I:: v:N'7S ,0 "07~ \r;3:>~ MI>."ll"1.;)- .:?~ T.?'iAl.. AREA. 5D'6 AT RIDGE AND 50"..6 AT SOFFIT e. A..:... ~ '7~ ~-OR""': T:J :::'.0..90 ::.XI: -~....s:...E =~.3A... -:. ^- =::::>'.7iNC-5 TO SEA.R OF ~. :....E'\.'=-l... ~.5~~ SOIL, MINIMUM BEARING PRESSURE 1000 PSI:. e. .-..:.- ~::: T:J hAY:: A ~L"'~ STR:NSTl"i ::;>r ;5~ PSI Ai 28 D,AYS W/5 SACK OF CEMENT PE~ YARD. L'" M.AXIMUM S-1""lP. G~ Sl-AS5. ~~ 51E:::S ~-S.A}\jD CARPa~s :35C)0 PSI \/vTfH AIR ENTRAINMENT iO 5%-7% OF V::7~ ~ CON::..:.: .= EX:>;:)S~"::I 'W'E....Tr-IER ;500 PSI. AIR ENTRAINME:Nj AS A80VE. Al..L OTHER CONCR-t::iE :350::;l ?_ ~ ~~=NT ;c;:Q~ WMEN EX;>;JS~ TO FREEZEITHA.W CONDrrtON5. 3. ~ 15"' !'"".Nr"""'~ ~rr...l:::: UN::$l S:.A.."""E> AND JOlSiS. '0. ~ A ~""'tJ"1 o::,.s;:: Q= NET VE"''i1J\iO'' ARE'" FOR EACH SO.sF OF CRAVJL SP.ACE AREA. VENTS TO HAvE ~~ ;C::SS'7Al\l7 .s::~ WI v..::.. :;;~NIN::;::;. V:;:NTS NEA.R CORNERS ARE TO BE LOCATED WiTHIN 3' OF THE. CORNER 't. ~ w:.x:;; N COt-:7.-6Cf WI ~'\I...><.:. ,:. i::;) S: ~.sURE TREATE:> OR PROTECT"ED WI 551:; .AS~ T SAiUR,....TE::J FE.l.. T. :2.. SEA.""": ::>X~s.... a:>N::oc:.:.l:' w~,.a >1A.\!E 1.-:- AJRSP)Io.CE. AT SDS AND ENDS OF B:;.AMS AND Fl-ASHED W/55l:* ~SP--A:i ~i'~le' =~j. ~V'='= 3' MINM~ S::ARJNtS (UNO). s. So"':::;;::=:: ~w_ 9"-":::= iO ~ PaIN'7 AN:::: ~o:: DO<.AIN.A.GE TO OUiSlDE DRAIN.AGE SYSTEM ~. ~..-:5C...:..S T::I S:: 2X ~S~ ~AiE:l ~a::; WI AN::HO'l<. BOl.. is v:T ROUND x '0'" WI 7 MINIMUM EMBED IN CONCR-~ AT 6XA'CT ~"1UM ~ ~~RS '5. ~~~W~.AYC:E"O EX"'i'E:"-:;: ~/ ~ (;R.A.:):. '\S. ?":"lJ'OS<.5-AS5 TO E:E 20" OC CO:-1?A..,..~ E>-'N:;' OR GRAVEL OR f/ OF COMPA....~-D EARTH UNDER SLABS rll...l..5 IN e:-::--=-.s CF I~ A""1:?UNTS Vv'I:J... RE.:2UIRE A!'o. E~GIN=R.S APPROVAL. .... ~ 77. ~~ SkA.U.. 5E ~'DE::l T::> Clft o:=F A:.l. CONO=-ALED D;v..FT OPENINGS 80TH VERTI:::AI... AND HO'RlZONT.A.!... AN::> TC> ~ H< ~,,-"'ThIE FJ<E ~ SE'1W"':oEN STOR!E.S, AND S~EN A TOP STOI<'l' AND THE ROOF, is. ~ SJ~NS ~ P'ROV'OE OPER.A.3~ EC;~S Vv'INDOYVS \VTTH ^ MINIMUM NET Ct..EAR OPENING OF 5.7 SF. G-R.ADE p~ r~ \.Vl1'OC7\W 5 S:. LEAST CP'S~:..E HE.IGKT ~~.. l,.E.A..ST OPER.ABl..E \MDTH ::20'. MAXIMUM SI!...!... HEIGKT A4. ABOVE ~F..o:::><<. '9. ~ ~ W~ HE.A:):;RS TO 4Xh OF. UN:..E.-=-S NOTED OTHERVv'IS~ ~. ~ ~=.::.= S'iAll SE :;tSIGl'S. MA.NUFA...."'"TURED. AND INSTALLED IN PCCORDANCE WTTH APPi<.O'VED S'[AJ\lDARDS. S:.JS..""1fi co:'Y" 0= ENSlNEE~ D=-5IGN TO THE CIiY FOR APPROVAL.. PRIOR TO PL.A.CEM:NT OF ROOF SYSTEM. 2t ~ ZT SY 3C7 ATilC ~~ \\lITH MINU"1U!""I 30 CLEAR HEIGHT ABO'v'E THE OPENING. ::2. ~ G"r'>'S1..1.'1 W.A.!..L. SClARD ~..JPCENTTO TUS ~ SI-lOVv"::R ENCLOSURES 5H.AJ..!... BE WAT;.R RESISTANT \\IR il t""':: wrrH J.OX75. Cl..Ti E:)GES AN:> PIPE OPENING PR:TfECTED WTTH AN APPROVED 5E.A>J....ANT. ::3. RA~ ~ Sl..\Al..L DE YE:"""iED TO TH:: EXTEROR.. ~~. a....::;7-!E ~ VEp."rr ou..""""S SK.4J...l. iER."'1IN....TE: OLJ'i"SIDE THE SUILDING. MAXIMUM VENT LENGTH AND NUMBER OF El..60\VS ;,-.A.:..:.... co:-'i;:l'_ y WITH j'J-J.E AP:>_IA.N::E US11NG ::C. ~ 'W'EA"J'''/$<, l<ES!sj~ RJGO &A,,~...: EX"i':NDlNtS ASOVE THE INSULATION Ai ROOF VENTS.AS RE-QUlRED. 2C. PR.:"VO: '1S. sy ~~. Q<AW_ 9ACE ,ACCESS SliS p~N NOiSS LEGAL DESC;<IPilON: LOT 227 R'(~'" """.pg.::S =:=S=>~!i, ~CCCN. VE.'<lFY, ALL sn" WOf<K iO CONFCi<M TO MPS "-900 1 . 3C)TTOM OF FOOllNG @ALL CORNERS: SEE EL-::VAll0NS 70' OF i'OUNDAll0N W,ALL @ALLCCRNERS: SE: :1..=--VAll0NS' "-' OPE ALL GRACE '-0 CI<.AJN AWAY FROM P1<QJEc;', S~T-E1..=-VATlONS ARE ,APP<<CXIHA'f=.. 100.00 IS ASSUi"'ED :L.=-VATlON TO HAiCH !8<ISllNG. ",GTE' ooNTI'/ACTOR TO VEI<JFY :xACT DIMENSIONS AND =EAJ<lNG ANGLES OF P<<OPERJ'Y Pi<JCf'- TO Gf'-,ADING AND ;:;Q11FY AACHITIOCT OF ANY DISC;;?EPANCiES P'<OYlCE SEPAI<ATIO 3' ROUND PiPES i'Of'- DOWNSPOUT AND :nUNDA 110N CI<.AJNAGE iO WE=.PHOLE AT ,CUf'B AND GU-r;E'< ~~ STREEi OR TO ENGINE"RED CI<.AJNI'6" SYS,::M, FOUNDATION PLAN NOTES Q TY?ICAL SH~R WK.'-. 9(TEND HEADER O\!ER ~S,FULL HEIGHT 1 O.s~, SHEATHING 0 ONE ACE, NAIL WIT. ,8D NAi' AT 4' ON C= I =R "It V ATED ESAND~ 01'; (,(\, f\{1\' CENTE IN :'E" ,; NA'L, ~y ~ 0 \" 0.5,6, T ~=R WI ,2) / D _'( ROW50 NAILSAT4'\ C\j~ ON CENIE STAGGERED 1'1 TO? AND 0,...." USE \W 4X SO AT ~EL ENDS. SE (2)~MPSON HD HOLD D NS, (2) 112' lA. A6, AND 2)::4- D WLS FROM S I 5t1 ), .!.AJ..J.. INTO FOOT/NG, ~ :24' X 24' X 12' CONCR:.iE 0 PAD WI Il4 @ 6' ON CENTER EACH WAY, A.>OWOO:> !3E"-S WI 1-118' PL '(WOO::; DECKING 3=~~=' 1"- 5=A~ PO:::KE:-S C;; CONCR5J= WA' , =- ::J;< ON 4X4 WO~:; ='::;;"7'"5 ON 8')(18' :>,,,-==:< CONCRETE P,t..::;S, ';"YP C;(Av..r-5~AC= ~C==5. \!ERleD 30' X 30' X 12' CONCR:.IE PAD WI Il4 @8' ON CENTER EACH WAY. (9 36' X 36' X 12' CONCRETE PAD WI 114@7.5' ON CENTER EACH WAY, @ A.2' X 42' X 12' CONCRETE PAD WI 114@7.5' ON CENTER EACH WAY, 0) PROVIDE FOUN:::>,A liON DRAINAGE PER ~O USC. MAINTAIN MINIMUM OF 18' BEAMS TO GRA.:;lE IN CRAWLSPACE c iYPICA.L SINGLE STORY FOUNDATION L ~ ~-:- ~~;;.;.~~ ~ -....:=~ ". , , . j 1 I, 19 ,'l) 0"- , '" U) .4:;-=:- '.0.:;" " 24-0' II ';" CONCRETE SLAB , ON 4' COMPACTED ~------,-,- : 7 - '1 b ' -;, : 0 "'~I Yf', 0~:=V ~ 0 ,~: ',---------- :~ ',' 0 I " ' , I J i9 J J , ^ I , I J , , , " -?.,.. ~uuuu:i : ~"',"'~"'~"'~"'t"'.:"'.:-'~-'~-'~-'f; ;-'~<' i O I~' , , ,:, J J J J- , i ,. J J \Il, J J ,,--,' I :, · ~ · .. , '}~_~_'-_ _ ff'jt '? : : ,9 , J 1;- - - - - - - I ': J - J , : , \Il . II ,3' CK OUT, "I. I , 'I ' IF R 9 -"1 1 _ : -: : -,6; ~ ,. ~ " i J'" ~~E. \Il J :' _ _ _ C! _ : 0:..~!.; I I';' I I 1.:9' I i ~ZX42' . :"--"fr~&ou,.": ,: ' Jill J J J '~ ~~ONCREI= <~ FOR : : .. ~ · w~:~.: _S~, _HANDOOR: 'b J '::1 ",-61/2 10-0 1 I \9 r - - I r I I ~- _ _ _ _ , -,- I : : ., .Lu .0 ': I ,~: : 1-' 'lVj...... ';" , " 1 '.' , 'b' ,'; 0 ';1 , : ': , J i9, ,: I'; /' : ;: SLOCK OUT i : ~~==''==~-_''''.-!II-L ~~: ~~RHEAD i i :l' DOO'R : ] ,; IL -rqOTE SEE ~RAGE- - -m ' - - - P'OR'iAL 'mME -DETAIl,; - i3 0FOR ADDITlfNAL NOT~ > AT GARAG FRONi ' WALL - 10-0' 10-0 i3'-o" . 7-0' 2d-o" - 40-0' 9 '<t 6'X15' FOUNDATION SCREEN VENT!:;, 12 T'fP, 9 '<t b <0 N b " '" U) " --l b .' o N FOUNDA:~~~:~Q FLOOR PLAN NOTES AI...l... ~EQUI~SN"S ,.0 6E VE~IFlED WI OWNE~ CO~:1"OI< ~O~ ,.0 CONSTi<UC110N, ROOM DIMENSION A.I<E APPROXlMA'iE, RESIDENCE ,.0 COI"'IPI..."'" WITH ,.HE FOl...l-OWlNG (VEI<IF"( WI CONTI<ACTOI<) CEILINGS: FLA,.I< 45) Sl-OPED I< 35. EX'iE1<101< WALLS: I< :21 ADVANCED FRAMING, ..tI FLOOI<5: I< 30 ~l GLAZING: !:PI 01< EQ'U:':::,,~ "HE~MALL"'" BROKEN A<AMES, U 03::> LOW E AND AI<GON fiLLED, I~ ! I: , , , , I ,:,,- dJ: l~ II ~ , ;> I "i I '" HEATING S""S~ "':;> BE ELECTI<IC FUI<NACE FO~ PJI< WI HEA,. PUMP. VEI<IF"r WI CO"-'l'RA(:;-rOR PRIOI< 'TO CONSTi<UCTION. I - WALLS"O BE SOUND INSULA'iED, C;> ,I ~ <:;> .... on r. ;> C;> ". '4CJ.()' ~ . 2L.(; 10-6' P.A -nO 6-6'- I I I I , i :r-. ';> ; 0:' - 16jO" j --- 5,(; .. 5.()' 1 ,.!--'n---~.,v:;:..---gl" I-~ 1 ~)r ~ "=.~.-"p vO' "', ~ I I ~"OC--"':; , , r - - - - -1-"';: F~N ' _ _ """"'''' 51::' - - - - - "'XEB ;,r"yD7[r - - , '(' ,( <~ "''' ,nJ ..'~ - tn, ~ ' c:.:.....: I ~.. ""~f2~ '< ",^",-h:", / ,,(14 = \?II ;' . ~-..:;;;>r.- ;' I '/(",7 ... } ; "'.......... 5:=:;~OM ;';' I b - : :" / 1 DINING I ;: I _.~ ~ // ~I v~_'iC I ~5...:;..;oJ." I ;' l-8'...2"- _ I .-~v71' '~"____ Z6 I tiC;;; :pr" -f:1 r-j [il i , ~r""" 1~~:' _0. ~:;L.oS- - ,- - -.. - _: - -T" -=j- ~-~I~ n 1'3 '0' ......... I ~ __ .lYING foCi ~ ., II 1 - F=~ ~. ~ .. - VAU.'lS C;> :~~TCHEN"'t' 1 p ...- "N ~-.. ~- -" - , ."" " VAU.'lS" r I ;...l I. l-I\.YHON\! yo- r, .... . :~ ~ 5-7 t. "f;f;.. (~ I ' ~ J>~: ~"'~'" ~1r \' _-,\1:2'/ 1 .......,~. .. ' : i.~:%~~ ::,,';2 u_ it? I ~~:~~$ I ,~/'S' I t:\ 'Y -t>- W 1 /V" - I rl -; I ~ ] _ . / :2'4 '" .. ,.""" -..........,..,. -" 1 / "BF7-3' 61 1'" t'-:2'i 'l> ,...=w"'"-W/it- z~ ''\ / I.. Z'" -- :It ""-",,,x___ I I- . ^ . '-r' . 5'-9' 1 -" ~.., ...." C7/1P1' : j I 10.()'-.1 I 1 1 I 1 1 I 7.()' ;: ~ ;t _I C;>! irat-? . '., S> ~I ~ j !: ,- . -< ;:; 't ...... - - .9'-6VZ 1 _, , I I ,_ I I I 1 I -, 3'SC . : SEDROOM 1 SI _I \ I GA~AGE 1 I.' Gi"o \ I I ~. v'-'--':;i~ ~i' ;~i T - -~' ~~~ ,~V5 i I . I ----.,~':..Ll- I~ J ~ . '~,lH, j , '1 1\ I L .~:;o; - - - - - -'~2' . - . 16XT OVEI<"iSAD DOOR '(J'i 5)(5. SL WI 5' V : . n _ 'n. . '~, ' ,<:E'lI I FA-~""( I ~~ ~~~:: '-,: 'f'f'- - - ;;~~;I... -F~~; - - - -f( - ~ ~ r. ;> ";' ;: I -~~ ,- 6'-6' - 6'-6' -I -137 I 10.()' 10-0' - 7.()' - 2CIJ 4C-O" C;> ';10 QN 1SiFLOOR PLAN SCALE. 118'=",,0' -!:?USE "1395 5r. GARAGE: 4.54 SF 1 C;> '-< C;> in " - - G) 12 _ES (::'5 YEAR) TY;:>. ~ I . JTTER ____ 'JNECT TO ______ ?ICAL ----.. 2X6 ~"'SCIA TRIM, TYP, - ELEVATION ONLY ~ACESRICK SSW/LOWE IN VI GROS AT )N ONLY, - i1-11 SIDING, TYP. 12 12 166r- 12 16 ------ ~~ ~......".~- - .!i' _-=-_ .~.I'~ ~.:::",,-., ~DD if - ] DO llilJ , ""'I. E , 1 J I C============~======C=============~-----, .2..."-Sl.!'-E: -,~ E {l> Q ,.-."""""'" J .J"" " - BO:"TO""'.~~ Q. FI<ONT ELEVATION G SCALE: 118'=1'-0" 12 12 61 16 -- -.... I ~-~l -, I: I j I I I I II ____LI IL-,,.,-___.i._ __, IUIIIIIIII ill 111II i II c=======================~===============~ I<EAI< ELEVATION o seAL:' 118'=1'.0- 12 61 12 16 ! , I i i Ii _ : ~ SIDING. FRC r _ (0 ---j ~===============================================~===~ - . i1-11 LAP SIDING.TYP, SIDE ELEVATION G) SCALE: 118'=1'-0" 12 12 61 16 DO DO DO ___ 1I1I111 Ii , ~===============================================~===~ i1-11 LAP SIDING.TYP SIDE EL.EVATION G) 5C~=. 1I8.=~-Q. -0 ,";.; ':r-~ ROOF PLAN NOTES PROVIDE 26 GAUGE SHEET METAL GLJTTE;:S AND DOWNSPOUT~', CONNECT TO STORM DRAlN.-"G" SYSiEM, ;2><12 @ 24' ON CENTER AT VAU1-TSD AREA ON1-Y -I '" C . ____-it.: lJ) '=-=- ~--_.., ... ..,-,...- L, : m- - ~ ; 1'..:, .i..<e_7<J~GIRD"R--1v I ! I _ I I. I I I I " I~ I 1 ~6@2~':5C,TY:>,',"J,J,"'r,: i,'-J'... h 'l ~<, : _ ~a 1<!:)sE I / h,'''' 'I, J, j"J" 'j, "I" 1', " ; ",\0 -. ,'AREA TO 85 VAUL.T5D -, " :< I / ' "'" ~ ',I' 1 I, I', 'J '1" i' , .:U" ", "SC!SSORTRUSSES@24'OcOY?',' , f'\. / ..-,." ,,",,,,.,,~ ' " '\ '. '" '-.. "" '.', " . , I I I I :~...?:"fSKYLT~PJ"','j<-{,",~"l. '... '...~'j,''-J''- VA' , =':". . ., ;--..I'VA~:oY\ ,"-. \: gl'-.' <',,,"- ~ 0 '"' ' ,,'... '" - ,; I ; b 1': (bd: II : I, J' \: 0 '" ' :\" " ';, '" " ".~" ,,'... ~ ~'SS~ ~ :?,'<';,oc1 'iY"1.' '..." "-' '" ,," ~.' ,,-, ,,~ 0 '" : I ., I Ill"l' . ...'-1 " ,,-, '- " ""j-",~-~.-" '" ~ I" f l!l " "".'~ : " ~ .~: ,I ~-,L'.' ,~DG= N :-{"-' > ~ i,J' H I I I ~ri=:Til.~'~"'\ '... VALL~; ". ~ ~ ,~ I; I ~I ~;w-~j"'~" "f/:-...;,~.,~"::\ II ;<j.......-- !t\.~ .~" " " " --- - -- ,-'-:-r!'" "".AI 1 2(.~ --... II 1 .-'.;= I '-' " ,," j I' -, .<;' i!'V'; ..~: -- -' .-', VA" "'" II I -. '" ,,,' i ';" i;LY, , ,: r ::, , I 1'~6 @ 2'<": OC. :i'r'P, 1 i '" '1~ "i l _)1-" .. r -t-,: : '. ~ :: to,_) F I I ,f~JI" I' N" ~ ,: .Xl4Dr#'l :... ::: . ;7Rl)SS Gr-oE<'.. -'_" L?X6 P 24' OCi-TYP.: TRUSS GIRD"R .;....:' 'j ~" \ .." '. \ I' L I '~" ,'~ ."0' .' ; " ~F"~ r:--- ' ,', _I ci :..! I ff YALL:oY VALL=""Y RlDGE",- ~ !_ ! . m :'. ~- -!~~-'--,::: '~--li/; - - -I j i' I <e) ,_I ~-'=-='r' :11' I-~i- ~;- -I ~ ,-: h" - [- - 1- - -~-t- '. ' , , '" ,n , _:_ -0 __:....;. :- I _ U' :: ll()JSS5T9.~Tll.EVERATPpRCH 1- ~r .~:<" ,JYlf\.:,~' v-r-- I ~~I AREA TO BE: V AUL. T5D":U _' "':' --+- - - - 0 ; L ,~ , ~..,,~ '+,,'Ni I: 1- - J oT L ;/- -L - 1- - -~r / 4X12DFCONTTOE~WALLS..." i/ ~..~.., r.. =-r~ "-4' ,~ WOOD TRuss;5 TO BE DESIGNED, MA-NUFACTURED, AND INSTALLED IN ACCORDANCE WITH APPROVED ST,ANDARDS, SUBMIT COPY Of' ,,~INEERED DESIGN TO TH:= ~e:l: _ AUTHORITY FOR A?r.'!iVVAL PRIOR TO PLAC:EMS.;r OF ROOF SYSiEM. USE SIMPSON H1 AT EACH TRUSS AT,~RlNG WALLS ONLY, 1YP, USE SIMPSON l_US 26 ,Ii. T TRUSSES THAT CONNECT TO TRUSS GIRDE~ IF SHOWN, i'r'P. - - PROVIDE AlilC VENTILATION TO TOTAL 1I30'.? OF THE TOTAL AREA of THE AlilC 50% AT RIDGE,AND 50% AT EAV'::S, PROVIDE GABLF END Sl<ACING AS REQP. PROVIDE 2X4 OL.riLOOKERS @ 4' OC, MAX. @ C~ASLE ENDS. 1YP. ALL EXTERIOR WALL HEADERS ARE 4X!l OF UNLESS NOTED OTHERWISE, Ntll t:.: ><'-IOF SLOPS TO BS 6112 TYP, / -' .' / ROOF :~~,~~~ ,(0 ------- .. ~-, L- AND EL-ECTRNI~~AL- NOTES MECHA - HANICAL AIR Ns 0= M=C ~~Nr;: !..OCA TIO Ri FOR REFE...:: /OWN:::R ~ UP?L.IE:S A 'OCA T10N W =' VERIPY' - N ON!.. '(, := ,., _ Al..LA TIO , R TO IN:>, "'RIO _ ,= --=R-N~_ R= FOR R=r-_ - OWN:::R OUTLETSA - O'ATIONW/ VERIFY!.. - -10 , ON~ Y. '....TAL:-A, ~'li_N. "'RlOR TO IN", I' ,\ " . .,-_. .A.CW '~ j~ ~: r '(j /' ;, !fu , G.~ :dD, ';-!?=",;.-..i-:'-'f1-~-~',',: iL"I'" ~,' i\tJ#,f" :;-("-~:] i: _ L ",'i,i, '- G'i"': : :"" \;, ~~: :;~ -, . "':>::, --':-.i.~~'9. ": '. w ?1 '.'["'~'Of : I djI..."., :~i9_ , , , qp ':~. '.~ ~J~(J ",ic,~J /l1J>) ,.ij ~:3 "'~~, '" .'-i ^ jE ", i'f '1If' {)~'Y ': ~ :" GFI =B!" \f;- ".~.: '~""-:n7 11 \:; . -: l"<'- . '._"'"'1: ;, c. _ " " _ . -'- .~~~ ili- i: : ,- y '..J r'~'='ii ~.' ;":r-: --- ~ il ;; \; ~: ! 1 ':,,':,=- , "="'"" ; ;1 :: I, , ,. ., j il i l .ll.. , 'I " ~v ~-.4 '----...: '-,4 tl ~;:g: "'1>\ n~ CL. CW G MT D I GFrBi 't : , FI ,@:G , ..~.- ..__...-"~ \Y---- ~ / -' " Tl<ICAL. p~~ HANICAL.lEL.EC SCALE 1/8':;-0 MEC ~ 'j ,,;, ~ EXiERlOR WALL i TYPICAl- ROOF TYPICAl- ~ " alOR WALL TYPICAL. INTERIOR WAU. ~ TYPICAL. ONE ~ STORY :l! CONCR:: I ::: '-> N r,::, "iYP1C,A,L 1ST F~OOi< TYPICAL SECTION SGAl-E: 1/4'=1'-0" , TYPICAL CONSTRUCTION NOTES NO I ::: FOR EN"RGY REQUIi<EMENTS SEE F1..00R PLAN TYPICAL. ROOF CONSTRUCTION, 20 YE.AT< COMPOSITE SHINGI.ES ON 1.5~ 6LDG PAPER WI 1/2" O,S,S, WI MFGD WOOD TR~SSES AT 24'OC WI SLOWN INSULATION W/V,APOR SAR:<i"R WI 518' GWS, TYPICAL PROVI::>" SOLID S1..OCKING WiTH METAL. SCRE:N VENTS WITH INSULATION 6AFFLES,AS, R"Q'D, PROVIDE ATTIC VENTILATION TO TOTAL 11300 MINIMUM OF TOTAL AREA, 50% AT RIDGE AND 50% AT SOFFIT, EXTET<IOR WAU. CONSTRUCTION, HOI<(Z 1-. P. LAP SIDING ON 7/16' O,S,S, SH:ATHING OR 1-.P, 11-n SIDING WI 2><6 WOOD STUDS @ 24' OC WI SATT INSULATION W/YP-POR BARRIER W/1/Z GWS, O,S.6, SH:ATHING TO 610 ATTA(;HED WI6D NAILS AT 4' OC. LAP Z MINIMUM :ACH SIDE OF CENTERLIN" SETWEEN 1ST AND 2ND FLOOR TYP. T'l"PlCAL INTERIOR WAll.. CONSTRUCTION. 112' GWE WI 2X4 WOOD STUDS @ 24' OC WI 1/2' GWS, T'l"PlCAL 1ST FLOOR CONSTRUCTION, FINISHED F1..00RlNG WI 1-1/8' Pl.. YWOOD D:CKING WI 6A TT INSULATION W/4X8 WOOO SEAMS PT, W/4X4 WOOD POSTS PT, WI 55~ FI.A5HING WI 18' ROUND X 8' THICK CONC FOOTINGS WI 6 MIL VAPOR SARRIER THROUGHOUT, TYPICAL. ONE STORY CONCR::: I :: FOUNDATION CONSTRUCTION, 6' THICK CONC STEM WAL.L ON 12' WIDE X 6' THICK CONC FOOTINGS j ., r FII AI ""'. .P." e74i ""'" . . -, Or>., sow -""', 0"" W.-<: T"", -,,-,-, =, -""', D-"" """ . . ~ ~ :::a . c; . cc "" '" . !S! '" ,. "- .. .. s . ~, 1 I I I I 1 I . 6C C0 i 1: b -' N n I I NOTe: ROOF TO BE SH)'A'Ti-iED WITH AP.A. ~TED S;mUCTUl<AI.. USE PANEL.S, .. -~ ....~ ~ ~ \ 1- _ ~'l/- ',' ~ SID SE URE PER MFGS SPECS. I / STUD . / 4X4 DF/l POST.1YP, / DOUBLE TOP P\..ATE TO DOUBLE ,-- BOTIOM P\..ATE 318' PI.. YWOOD OR 2 M W PARTICLE BOARD, NAIl.. WI 2 ROWS OF 8D AT 3' ON CENTER. 1YP. (2) SIMPSON HD2A wrrH SSTB16 ANCHOR (MONO POUR) OR SSTB 20 ANCHOR (TWO POUR.) SECURE PER MFGS SPECS, 1YP, IF R= I KOFIT USE SIMPSON RFS~5X16 ANCHOR BOLT WITH SIMPSON EPOX'T'TIE ADHESIVE PER MFGS SPECS, ~ . ~ '-4 ~ b " <U .-- .---- I=)CI<,T~d. FI<~~ (2) 112' X 12' AS. PER PANEL. I '}-, ]~--"- "':'-4~ Q) M DOWEL. I~ I I ] ] ] ] ] ].:-- --~ / :-/ CONCRETE GARAGE F\..OOR ] ] I I I I -1-1 I ] ...- I I / ----.- Il{:i:::;,/::m~/;;:)~:;!: . ," ,.,....".,..,1 -.". . ..- . I I ] ~I _:.- - - - - - - - - - - ~ ~~ -' ,- (2)" DOWES WIG' LEG, ,\p, CONCR~E STEM WAL.1.. WI 15' X T t"'\N, FOOTING WI (2) ::.0. CONT ~P, EXTEND 10 IN ALL DIRECTIONS FROM OP"NING ---'- - ,-- 1-1::;-1/2' MIN DETAIk-: GARA@~.?H~R_W~L.L. (PORTAL. FRAM8 SCA..!...S i"=,:J' G) ~ II~/ ........... ["':"", ':'..', ....: .........'~ '~~it/A/Xf//} :::::':.:' t&g ~;it_'~;,X}?,::;'~)} _ , .~:':~:,}-;':',' ,'"'.,..,.,, , , . , , - 1YP1CA\.. CONCRETE r-\..OOR. :.:.\.. ~.:~ :",:,~,:~:,:,,:":":':: ~: ~: ~: ~: ~: ~ If{.~~~~~K~fi%. \9 .... \9 , tl --+---< ;.. '~> . TYPICA\.. EXTERIOR WALL 2X4 P,T. WOOD P\..ATE, SECURE P\..ATE WI 1/2' ROUND X 6' AB. AT 48' ON CENTER MAX. 1'-6' HIGH X 6' THICK CONC STEM WALL WI Q) 114 CONT. ON 12' WIDE BY 6' HIGH CONC STI<IP FOOTING WI M VERT AT 48' O,C. AND (2) ::4- CONT, 1YP. 3' ROUND DRAIN TI!.E. SING!...E STORY GARAGE SLAB o SCAL.E: 1'=1'-0' ~ Flj; AIi ...., ., -""'" $71.7i OHCN . . THEN ONT.. SOU; """H OF'TH WHO. THEe ..-u.c DEI.... AACH l>SC' """" . . . {; ti . t{ . , EXTERIOR SIDING (SEE ELEVATIONS CO> "'" FOR 1YPE AND \..OCA TION) ON 2X6 "" WOO;:) STUDS AT 24" O.c. WI BATT . INSUlATION WI VAPOR BARRIER WI os. mIll~-mPelRING WI 1-118" PI.. YWOOD DEC~ 2. ~.- . . 2><6 P.T, P\..ATE ON SILL SEALER. SECURE P\..A TE WI 1/2' ROUND X 10- AB, AT 72' O,C, MAX. BArr INSU\..ATION, . 4)(5 WOOD BEAMS PT, W/4X4 WOO;:) POSTS PT. W/55~ FLASHING WI 18' ROUN:> X 8' THICK CONC FOOllNGS W/6 MIL VAPOR BARRIER THROUGHOUT, 1'-6' HIGH X 6' THICK CONC STEM WALL WI Q) :<4 CO NT, ON 12' WDE 6'f 6' HIGH CO'iC STRIP FOOTING WI ~ VERT AT 48' O,C. AND (2) 114 CONT, 'TYP, 3' ROUND DRAIN TILE, 6 MILL VAPOR BARRIER. SCALE- 1"=1-0 TYPICAL. SINGL.E STORY FOUNDATION DETAIL. ~ / t'~'~~ru:III:II~'II:tll:III:IlIIIUlWWI:::I' =,~,:~ ~ It ~tl0~r ')'-3' :'<<. ,,:;:.,:' 6 #,,1, .--. - , - \:\::?: L L ~ =:J- . ,,',.",.'", , .,1 'm y. HOD):. I~;)':::S \~,::,'::,'I:,':.. K,;~S:",{':-:'~?,:':.,. : :.......~......:.....: ~:.f. :.:.~:..:.::~:::.: .:.:.:.::~.::}:::: . . . . I \ . 1 { { I I I 1 . ~I