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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 M.O 1'5,0 A6.0 COVER SHEE"T FOUNDAilON "'.-AN FLOOR PLA.>.! ROO" "LA"! MECHANICA!./E' =CTRICAL. P:.AN BUILDING ELEVA.ilONS BUILDING SEC7ION DElAIL.5 TOIAL NUM5ER OF PAGES. 8 ~eN5f<,A1.. NOTeS ~ ~"""'" .__ "" .,..'Y\IrTH~::;JC! ~ TO CONS-n<lJCTlON. ~"'07"""::S::;Gl~ p.;':9_Y. 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....."(S W/5 SACK OF CEMENT PE~ YARD. L'" M.AXIMUM S-1""lP. G~ Sl-AS5. ~~ S!E:::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 ABOVE. Al..L OTHER CONCR-t::iE 350::;l ?_ ~ ~~=NT ;c;:Q~ WMEN EX;>;JS~ TO F1<.EEZEITHAW CONDrrtONS. 3. ~ 15"' !'"".Nr"""'~ ~rr...l:::: U""':::$l S:.A.."""E> AND JOlSi5. '0. ~ A ~""'tJ"1 0::' S;:: Q= NET VE"''i1J\iO'' ARE'" FOR EACH SO SF OF CRAVJL SP.ACE AREA. VENTS iO 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~ ia >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 OUiSIDE DRAIN.AGE SYSTEM ~. ~..-:5C...:..S 7:;:1 S:: 2X ~S~ ~AiE:l ~a::; WI AN::HO'l<. BOl.. i5 v:T ROUND x '0'" WIT 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 tSRAVEL OR f/ OF COMPA....~-D EARTH UNDER SLABS rll...lS IN e:-::--=-S CF I~ A""1:?UNTS Vv'I:J... RE.:2UIRE A!'o. E~tSIN=R.S APPROVA.L. .... ~ 77. ~~ 5kA.U.. 5= ~'DE::l T::> Clft o:=F A:.l. CONO=-ALED D;v..FT OPENINGS BOTH 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'O= OPER.A.3~ EC;~S Vv'INDO\NS \VTTH A MINIMUM NET CLEAR OPENING OF 5.7 SF. (SR.ADE p~ r~ \.Vl1'OC7\W 5 S:. LEAST CP'S~:..E HEIGKT ~~.. l...E.A-.ST OPERP--Bl..E \MDTH ::20'. MAXIMUM SI!...L HEIGKT A4. ABOVE flN5o-E:) F..o:::><<. '9. ~ ~ W~ HE.A:):;RS TO 4Xh OF. UN:..E.-=-5 NOTED OTHERVv'IS~ ~. ~ ~=.::.= S'iAll s= :;tSIGl'S. MA.NUFA...."'"TURED. AND INSTAu...ED IN ,ACCORDANCE WTTH APPi<.O'VED S'[AJ\lDARDS. 5:.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 HEI(;HT ABO'v'E THE OPENING. ::2. ~ G'1'>'51..1.'1 W.A.!..L. SClARD ~JP.CENTTO TUS ~ SI-lOVv"::R ENCLOSURES SH.AJ..!... BE WAT;.R RESISTANT \\IR il t""':: wrrH J.OX75. Cl..Ti E:)GES AN:> PIPE OPENING PR:TfECTED WTTH AN APPROVED SE.A>J....ANT. ::3. RA~ ~ 5l..\Al..L &E YE:"""iED TO TH:: EXTEROR.. ~~. a....::;7-!E ~ VEp."rr ou..""""S SH..4J...l. i'ER""'lIN....TE: OLJ'i"SIDE THE BUILDING. MAXIMUM VENT l..ENGTH AND NUM5:.R. 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 10 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 70 CI<.AJN AWAY FROM P1<QJEC7. S~T-E1..=-VATlONS ARE ,APP'<CXIMA"f:. 100.00 IS ASSUi"'ED :L.=-VATlON TO MAIO, !8<ISllNG. ",GTE' ooNTI'/ACTOR TO VEI<JFY :xACT DIMENSIONS AND =EAJ<lNG ANGLES OF P<<OPSRTY Pi<JCi< TO Gf'-,ADING AND ;:;Q11FY AACHITIOCT OF ANY DISCi<EPANCiES P'<OYlCE SEPARATIO 3" ROUND PiPES i'Ci< DOWNSPOUT AND :nUNDA 110N CI<.AJNAGE 10 WE=.PHCLE AT .CUi'-B AND GUTIE'< ~~ STRE=.I OR TO ENGINE=.I<ED CI<.AJNI'6E SYS,::M. FOUNDATION PLAN NOTES Q TY?ICAL SH~R WK.,- 9(TEND HEADER OVER ~S.FULL HEIGHT 1 O.s~. SHEATHING 0 ONE ACE, NAIL WIT. ,8D NAI' AT 4' ON C= ,='1 '.It V ATED ESAND~ 01'; (.(1. f\{1\' CENTE IN :'EI' ,; NAIL, ~y ~ 0 \" O.S.B, T ~=R WI ,2) / D .'( ROWS 0 NAILSAT4,I C\j~ ON CENIE STAGGERED 1'1 TO? AND 0,"1. USE \W 4X SO AT ~EL ENDS. SE (2)~MPSON HD HOLD D NS, (2) 112' lA. AB. AND 2)::4- D WLS FROM S I 5t1 1, ,!.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. VERleD 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.::JE IN CRAWLSPACE c iYPICA.L SINGLE STORY FOUNDATION L ~ ~-:- ~~;;.;.~~ ~ -....:=~ " , . , j 1 I, 19 .'l) 0'" , '" U) .4:;-=:- '.c.:;, , 24-0' II J;.' CONCRETE SLAB , ON 4' COMPACTED ~------,-,- : 7 - ; b' -;, : 0 r'~1 Yf'. 0~:=V ~ 0 ,~: ',---------- :~ ',' 0 I " I I I J i9 J J , ^ I , I J , , , " -?.,.. ~uuuu:i : ~"',"'~"'~"'~"'t"'.:"'.:"'~"~"~"f; ;$~<' i O I~' , , ,:, J J J j.. , i" J J \Il, J J ,,--,' I : I . ~ . .. , '}~_~_'-_ _ ff'jt '? : : I 9 , J 1;- - - - - - - I ': J ' J , : I \Il . II ,3' CK OUT, "I. I , 'I I IF R 9 "'1 1 _ : -: : .,6; ~ ,. ~ ' i J'" ~~E. \Il J :' _ _ _ C! _ : 0:..~!...; I I';' I I 1,:9' I i ~ZX42' . :"--"fr~&ou,.": ,: ' Jill J J J '~ ~~ONCREI= <~ FOR : : .. ~ · w~:~.: ,S~, _HANDOOR: 'b J '::1 ",-61/2 10-0 1 I \9 r - - I r I I ~- _ _ _ _ , -,- I : : ., .Lu .0 ': I ,~: : I" 'lVj...... I;" , " 1 ',' , 'b' ,'; 0 ';1 , : ': , J i9, ,: I'; /' : ;: SLOCK OUT i : ~~==I==~--""..!II-L ~~: ~~RHEAD i i :l' DOO'R : ' .; IL -rqOTE SEE ~RAG'E- - -m ' - - - P'OR'iAL.. 'mME -DETAIl,; - i3 0FOR ADDITlfNAL NOT~ > AT GARAG FRONi ' WALL.. - 10'-0' 10'-0 i3'-o" . 7-0' 2d-o" - 40-0' 9 '<t 6'X15' FOUNDATION SCREEN VENT$, 12 TYP, 9 '<t b <0 N b " '" U) ,. --l b .' o N FOUNDA:~~~:~Q FLOOR PLAN NOTES AI...l... ~EQUI~SN"S TO 6E VE~IFlED WI OWNE~ CO~:1'OI< ~O~ TO CONSTi<UC110N. ROOM DIMENSION A.I<E APPROXIMATE, RESIDENCE TO COI"IPI... '( WITH THE FOl...l-OWlNG (VE1<1r=r WI CONTI<ACTOI<) CEILINGS: FLAT I< 45) Sl-OPED I< 35. EX'iE1<101< WALLS: I< :21 ADVANCED FRAMING, ..a FLOOI<5: I< 30 ~l GLAZING: !:PI 01< EQ'U:':::,,~ THE~MALL '( BROKEN F'RAMES. U 03:> LOW E AND AI<GON fiLLED. I~ ! I: , , , I I ,"'"" dJ: l~ II ~ , ;> I "i I '" HEATING S""S~ Te:;> SE ELECTI<IC FUI<NACE FO~ PJI< WI HEAT PUMP. VEI<IFY WI COI\ITRA(:;-rOR PRIOI< 'TO CONSTi<UCTION. I - WALLS TO BE SOUND INSULATED. q ,I ~ <:;> .... on r. ;> q ". '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-~ I ~)r ~ "=......,;...::>P VO' "', ~ I I ~"OC--"':; I , r - - - - -1-"';: F~N ' _ _ """"'"'" 51::" - - - - - =')(El; ;.i:yD7[r - - , '(' . ( <~ "'''' .m ..'~ - tn, ~ ' c:.:.....: I ~.. ... ~f2~ '< ",^",k", / ,,(J4 = \?I, ;' . ~-..:;;;>r.- ;' I '/(",7 ... } ; "'.......... 5:=:;~OM ;';' I b - : : I, / I DINING, ;: 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-- - . - - -. - _: - -f' .:;- ~ - ~I~ n 1'310' ......... I -' __ NING foCi ~ .., II 1 - F=~ ~. ~ ,- VAU."lS q :~~TCHEN"'t' 1 ...p ...- "N ~-, ~- -' - , ,"" LI VAU."lS - r I ;...l I. l-I\.YHON\! yo- r, .... . :~ ~ :;.7 t, "f;f;" (~ I ' ~ J>~: ~"'~'" ~1r \' _"v:2'/ I .......,~' " ' : i.~:%~~ ::,,';2 u_ it? I ~~:~~$ I ,~/'S' 't:\ 'Y -t>- W 1 IV" - I rl -; I ~ ] _ _ / :2'4 '" ' ,.""" -..........". -" 1 / ,'SF7.3' 61 1'" f"7i 'l> ....=w"'-'"W/it- z~ ''\ / I.. Z'" -' :It ""-",,,x___ I I- . ^ . "r' . :;'.9' I'" ~,' ...." C7/1P1' : j I 10'()"-, 1 I I 1 , I 1 I 7'()" ;: ~ ;t .1 q! irat-? . '-' S> ~I ~ j !: ,- . '. ;:; 't ....' ,- .9'-6VZ 1 _, , , I ,_ I I' I I -, 3'SC ' : SEDROOM 1 SI -. \ I GA~AGE 1 I,' Gi"o \ I 1 ~. v'-'--':;i~ ~i' ;~i T - -~' ~~~ ,~V5 i I . I ----.,~':..Ll- I~ J ~ . '~,lH, j , '1 1\ I L ,~:;>; - - - - - -'~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. ;> ";' ;: , -~~ ,- 6''<;' , 6'-6' -, -137 I 10.()" 10-0" - 7'()" - 2CIJ 4C-O' q ';10 QN 1SiFLOOR PLAN SCALE. 118'="-0' -!:?USE "1395 5r. GARAGE: 4.54 SF 1 C;> '-< q 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. - TI-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 lS"-"""'-"" 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 ~===============================================~===~ - , TI-11 LAP SIDING.TYP. SIDE ELEVATION G) SCALE: 118"=1'-0" 12 12 61 16 DO DO DO ___ 1I1I111 Ii I ~===============================================~===~ TI-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.o"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:>,>'..1,J,"'r,: i,'.j" 1-... 'l ~<, : . ~a 1<!:)sE I / h,'" 'I, J, j"I'. 'j, '.1'. 1', " ; ",,0 .. ,'AREA TO 8S VAUL.TSD'. " :< I / ' "." ~ '. I' 1 I, I', 'J '1" i' , .:U" ,...... "SC!SSORTRUSSES@24'OcOY?',' , f'\. / ,,-,,'. ,,,,.,.,,~ ' " .\ '. ''. " ,...... '.', " . , I I I I :~...?:'fSKYLT~PJ'<j<-{,,~"l." "~'i,''-J''. VA' , =':'. ' .. ;....I'VA~:oY\.'-...... \: gl'.' "........... ~ 0 " ' '." ". . ,; I ; b 1': (bd: II : I, J' \: 0 ". ' :\ '. '. ';, ". '. ".0,> ,;' " ~ ~'SS~ ~ :?,'<';,oc1 'iY"1: ','." . ". <, 'l-......' ", '. \-.... 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. :T'r'P. 1 i '" 'i~ "i l _)1-" _ r -t-.: : .. ~ :: t.,_) F I I ,f~JI" I' N" ~ ,: .Xl4Dr#'l :... ::: ,;7Rl)SS Gr-oE<'., r_" 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) ._1 ~-.=-=!;' :11' I-~i- ~;- -I ~ ,-: h" - [. - 1- - -~-t- '. . . , '" .n ; _:_ -0 __:....;. :- I _ U' :: ll()JSS5T9.~Tll.EVERATPpRCH 1- ~r .~:<" ,JYlf\.:,~' \It- I ~-t-I AREA TO BE: VAUL.TSD":U-' " ':' -+- - - - 0 ; L .~ , ~.." ~ ik'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.1iVVAL PRIOR TO PLAC:EMSoIT 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. T'r'P. - , PROViDE AlilC VENTILATION TO TOTAL 1I30'.? OF THE TOTAL AREA of THE AlilC 50% AT RIDGE.AND 50% AT EAY-cS. PROVIDE GABLF END Sl<ACING AS REQP. PROVIDE 2X4 Ou'TLOOKERS @ 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 I OCA T10N W =' VERIPY' - N ON!.. '1", := ,., _ Al..LA TIO , R TO IN=>I "'RIO _ ,= --=R-N~_ R= FOR R=r-_ - OWN:::R OUTLETSA - O'ATIONW/ VERIFY!.. - -10 I ON~ Y. '....TAL:-A, ~'li_N. "'RlOR TO IN", I' ,\ " . .,-_. .A.CW '~ j~ ~: r '(j /' ;. !fu , G.~ :dD, ,;-!?="";....i-:,-.f1-~'~".,: lL"I'" ~,' i\tJ#.f' :;-("-~:] i: _ L __,.i.i, '- G'i"': : :"" \;, ~~: :;~ -, . ".:>::. --':~'~~'9. ": '. w ?1 '.'['--~-of : I djI..."., :~i9_ . , . qp ':~. '.~ ~J~(J ",ic,~J /l1J>) ..ij ~:3 "'~#-", '" '...., ^ jE ". i'f '1If' {)~'Y ': ~ :" GFI =B!,. \f;- ".~.: '~""-:n7 11 \:; . -: l"<'- . '._"'"'1: ;. c. _ " " _ . -'- '~:..c...~ ili - i: : ,- y' 'oj 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 118-:;.0 MEC ~ 'j ,,;, ~ EXiERlOR WALL i TYPICAl- ROOF TYPICAl- ~ :: alOR WALL TYPICAL. INTERIOR WALL ~ TYPICAL. ONE ~ STORY :l! CONCR:: I ::: .,:-, N r,::, "iYP1C,A,L 1ST F~OOi< TYPICAL SECTION SGAl-E: 1/4'="-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.B. WI MFGD WOOD TR~SSES AT 24'OC WI BLOWN INSULATION W/V,APOR BAR:<i::R WI 518' GWS, TYPICAL PROVI::>:: SOLID B1-OCKING WiTH METAl.. SCRE:N VENTS WITH INSULATION 6AFFLES,AS, R::GD. PROVIDE ATTIC VENTILATION TO TOTAL 11300 MINIMUM OF TOTAL AREA, 50% AT RIDGE AND 50% AT SOFFIT. EXTET<IOR WALL CONSTRUCTION. HOI<(Z 1- P. LAP SIDING ON 7/16' O.S.B. SHEOATHING OR 1-P. 11-n SIDING WI 2><6 WOOD STUDS @ 24' OC WI BATT INSULATION W/YH>OR BARRIER W/1/Z GWS. 0.S,6. SHEOATHING TO 610 ATTA(;HED WI6D NAILS AT 4' OC. LAP Z MINIMUM EOACH SIDE OF CENTERLIN:: BETWEEN 1ST AND 2ND FLOOR TYP. T'!"PICAL INTERIOR WAll.. CONSTRUCTION. 112' GWE WI 2X4 WOOD STUDS @ 24' OC WI 1/2' GWS. T'!"PICAL 1ST FLOOR CONSTRUCTION. FINISHED F1-00RlNG WI 1-1/8' Pl.. YWOOD D:CKING WI 6A TT INSULATION W/4X8 WOOO BEAMS PT, W/4X4 WOOD POSTS PT, WI 55~ FI.A5HING WI 18' ROUND X 8' THICK CONC FOOTINGS WI 6 MIL VAPOR BARRIER 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-fED WITH APA ~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.. ....wOOD OR 2 M W PARTICLE BOARD. NAIl.. WI 2 ROWS OF 8D AT 3" ON CENTER. 1YP. (2) SIMPSON HD2A wrrH SS'TB16 ANCHOR (MONO POUR) OR SS'TB 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) 1/2" X 1Z 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 WALl.. WI 15' X T t-'\N. FOOTING WI (2) ::.i CONT ~P. EXTEND 10 IN ALL DIRECTIONS FROM OP"NING ---L' ,-- 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 SCALE: 1"=1'-0" ~ Flj; AIi ...., ., -'""'" $71.7i OHCN . . THEN ONT.. SOU; """'H OF'TH """'- THEe ..-u.c DEI.... AACH l>SC' """" . . . {; ti . t{ . , EXTERIOR SIDING (SEE ELEVATIONS COI "'" 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.. ....wOOD 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 Wile" ROUN:> X e" 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 ^^"I' .--., , - \:\::?: L L ~ =:J- ..,',",.""" .,1 'm 't HOD):. I~;)':::S \-.J,::"::"I:' ':', K,;~S:".{':-:'~~:":':':", : :.......~......:.....: ~:.f. :.:.~:..:.::~:::.: .:.:.:.::~.::}:::: . . . . I \ . 1 { { I I I 1 . ~I