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BUFFEHR CREEK LOT 26.pdf
- { 0 0�v WEST PAIL Xz } � RAILTON WEVOY �'t• ��,,,�� � A A C tI f I E G f 9i A f't` qtr 'VVV Vi J' A V 0 N PROJECI CONCERTS•RESIDENCES t RESIORAIIDN-CO+MORAIE DESIGN C, P.0 Box 430 Awn,Cobrado 9 t1;5 c r r k (303) 949.5595 • FAX Sag 5516 .-C '"-��.�J,�h LCTi Z� EAU i�tr�. �f�. K. ✓J< f r ;:(`1= z4 76-4 i vv It /`/ J` � rl � � 3°= �Car��A.r:"�' ,��xl sn�.�� � !o�9 a 3`/•� J ! / f 0 Ofr J gQ38'Z2rI PIG�+h�Y PRO - crrI< � V- #- � u� -r AR-kJPJc� -- Q vvfTIi�1G >Z .� / ! r u�� w Lu DRAWING L FG E N D C Cr • A 1 'L-ITE FLAN Al L. ;-ANDSCfiPE PL LU A2- t3lQiSEMEtiJ°t Pf., ' f LL ,✓ // U. Co 0* q I J / - f 00 LLJ LLJ In LU 1r"� ' � �, � , ` �,/ '` f (,J t / / ' ------- ,/ yam- �r■�, fJ/ f / f 1 � P{a T H rir; amit 1 Of, of an approv y � , or o€an; ' k' ° �5 �f Ih;s Code " '" 1 I permit a ssuance of a E` �O rICrCi" +# cil _it 1;r^ arpr� iilel data Sh f' f � �xl 1T•rt�l -'Ri J eotrs. ear ti Itr1E1GT. t(! . r I ta��tt IC_/hja *#i f� nP t.,tc�, ; �I sc��i 1 +�;i �n tflCekll l�¢QUlr:r+"ma CASd olche� Op IN � t1 /� � � X i�T' G� ,a ( .. . ir pxv 1 - l i\�f' f,t , J —� i �� i I { { � i••- 'ISC�s' ,.,, �, -c' -+,+ RAIE I _�L g1 24.04- —�_ DR 1 {, II r kPORTH IN 1�R. CHECKED�f/ /j� NP-W - f— ' � / 's Ott wlwwr . S 8E1t`471I G . �W 4,N. � t58.�7r � �R o� � � cla�lf-rs _ . s> � ° PFff P t TZ: Z 1; �T<��(,r�7 /f� ���n t�—. p�'�8 �� o - UN� fOUa'J T7�i7Jc-i°f 1N� ?� TT-) 7FP O f0Z; �t�7R•tG �t� IIJ 1ND��;:RDJNP � • °�t'�o��ll6dl�. SITE PLAN SCALE ,Ir ` �I-�,rt � ervad. eopy Copyright D All rights ras Thaso designs are not to be usad or reproduced whoity or in part wilhoc11 written parrnission of AMA. Do not scale the drawings. Verily all dimensions on site. The drawings are not 10 be used for consfr0cllon unlit 'hey are Inshaled as chucked by RMA v s i F WEST 'VRJC LA-N�' APF. LEGEND �r sMUCF- 4 t,ODG"mE P1"E � 20— 15 t , •--6'�I�I `, - ^� �e- {�y�r � A 11 C R I 1 E C 1 5 V 4 N 1'• �a i nc5 ,� A SPC►) 5 srJtf L / \� RED T1. G �rWr10t? 4— $t�9� ¢✓ � r�se�T rat clN,s• t;�s ea aces __ •__ _-T J/�h ��'� RESialtAtitlN•CQAPORATE QESIGN L P,O Box 434 Avran,{ati4oradu 816737 W1WF1.1WF4- GAIR DEt1 3 AltrAS e/rE (303) 9-39.55Z • FAX 949 5516 OF CO-LO M Qf A)FS 1[A w e1i"S fri Z e e4 E NEW SOGpEb AkEA - SOO —SR. Fr KF--) i K-Y/FMOE DISMAUD AREAS 1b bE REsvitromiD w GRAS5 f VVf&-br a "IX " •4 NEW LAMDSCAI911D ,AIWA WiL1 NOT t4AVE AOINATIC SYSTIVAA 19 S `7 vJ rlkG L�RtV5 DWNLt, WILL 14AND NJi^TMA. E7xssTIWfr, GARbE,J IS to&)b wATFtAD ; %* ARC I6 Z 4 764 I o i 3o& ` 0 S e6o" ''f &A-1 1003 � � 0�•�2", E �. Pt�1 M/4�Y I��.� 2 G�Z. G-�fi1C,kG F #- .�• c�uE�-r �JI�sCJr�9l�.� I yt5,v ; 2 C'�tR ✓ a� + Z ►t=�'T" Ate I acf s-nNG GJ +t S w t J j I 7 w LU j CC NEW SITE PLAN iAl L, L-ANbSCO'lPe- PL LSEC-T(04G. LL r / �}t5TU1tiFC wrt / _ 1 TaUl6j7ATION 'LIAN l .. .� ") � .•-,_ 0 1NA-rr: cal• IjUIZILIVb ►1"1LE 471 V ,r - rt 00 F- ! } , T— 0 WA L- r TUB' ARFI� / / PArc�►VNC7 �Ld4.� L7 rKEV Tllwi�Q z Cl) &AS mat ./ '� /r ° •��� r�/ t- c7 ! A 20 4 X I r�T l r 1�5 UiIZ 4�'OWA TT f © ,, F- ``� ' ✓ '° J - _ ` tit. JOB HUMDER f J P\ ------ Pik , - 4 I AmtL- 2Z 1%C 04r DRAVOMG TME EX a T,1f� 6 Icy _ 3CO/S&OW S.F'• *" . , _ '�l o - /t6AJ �✓ [EL 't UY1 l f \i SCALE E -,IL� ` _ _ '301 �jrQ,r VW 571 *CF-66 ` • . ''< � - -• _ - r ' i • , t;MSrCraS [sAtH oA+;wN `9J,R.'+ - / 18,87' �c.�a,rc ��,, 1� (1.2f97 J� 47 1 .q 5E WE4, ca�t4IF( rz t. rORT�� �zrvis Tat! 12 X3 9 ! ,.Act/ s s',p P r911'1�14— +�SPC� = _ �•/� f r� � . tom' it�rST,r�r�1..�-1a ��J Gv�• �•1�'� � 0 UA1t� 2GI�DU '` 1G14L (.+'ti"+� t �p> m�.J p t VQv ra pplo j G L!J,,}'� 1119 JND, �c.f1r�N P "7`R�T•Ic-f�. L1�t3 93S�APE Pt.• LANDSCAPE FLAN AND SITE PLAN 156ALI; I° w &,-ort Capyriglit 0 All rights reserved e Thaso designs ate not to be used or reproduced wholly of In part without written petrnisslon of#tM& Do not scale Ilia drawings. Verily all dunensions on site Ths r#rewfngs ars not to be used for construcfiort unlit IhBy ate Inilsaled as checked by RMA. ,.,.-.. ... ,_.-. ..-_ .-,.. .....,. .:._.,:.,....,..i-_...v`„'-_...s.ris.-r.-��i,-, •:r• :.uo_ti:c,::.r..._.::.<.: .-7Y_:._. �— ,.<.,-,.E-s, ... ,... _s _...-.:---,_ .,..;.w: ,;ti.::•- -awr !!Cx•.,s._�'}-'a _—._- n,_,...-...� �`�i� '�'.a�' t L_-.A 1 "I U S CA 1 5 E Er—i......y.rn E.N J� y y1 F 1. _j i .. r'tt" T 'P,ITtl RED T"T,aE DCI°i�l±�tz;i 0 1 NEW ',:7 s�ED AAA DJ SQ, FT' Y[ •��rsc,�y�Ff��� _ _ A„dy GiSrOP UE7 AREAS 'Tb 'I�E ?,Fe eroEE� W JfkASS wa-Z)FA p n+1;Y, a, iN u. rlOr HA J_ Ala't—OMAt jC SPe(iV K i-jrA .SYS Tr,,'r A j w r-ufSTIM& &ARpEO aS HAOD WATFx-.FD ( .f id uj LLJ- - - _ .ti w r - .,.• ,y:� �� : '+yam 4't�r E>t'�'-,IJG� � r f !” � • f `se•....°°. y - _ �r/E! r ✓/, CC F XIST cr r.R*rl M TAi#J uY"S-S / 1 ` CO In Uf FLOWer<. Mile ♦,..., - �� 'i'i, � , 1./�.-• I�,: sue`+ - / : t r / i f «41::••• { .. f J'. i 1 LU cc - !{ •µ;;-rte.•- , "' �.. P+ •/ : r , •,. a ,fit~ R1��€Dli✓� • � rf °vkfJ AT—Ak;o3 — . . 1 • c k .5, �v F r . t F .• a , ttt w • r i •° a aa+� _ I , , • y I 3� R • i w w 1 >l "A _. - a .-�f. ..'p`'`. d if<=Y e5 ^ T:JCfS .. P�� 6{, rk rvll Kr"7y,tEa'� ,�t _ „_-., ter..--.`".,.. '' :',-- �_.:. �(, i - i' �u"-"h _ {... r -•I O L 7f.�nl'v 3!'-AP �, 3 WILDFLOWEk f \ 1 ' 4 j 3 , (v F T J c r APPROVED BY THL TOWN OF VAIL DESIGN AND REVIEW BOARD ,N LANDSCAPE PLAN AND T PLAN DAT E: 4L i My: a x A"sbt io!"t"_ --- Sf•Ruc.l• $ ;..�'t�G�(�t��.� z`dF��' i T 1. � " j A S'PL'k) L tl GVdM•.�Ff�+'JWFk- (3N►�I��� , Y" NEW -rat':QED RSA .i SQ. FT- KF►s-Rx--r_Y1F-F C-QE £".., DISrOR8E.D r,REAS T� M Rfr.F-Ft 16RP �vrt r ray ? itiir,r K'EW LAKWAPr'b AFFA yN1LL N07 4A J �`,U' MA ► I kt 7 ST pit _ ` '-"VONV WILL HAmt WATF—F, FxiSTimr, C,AKL,)F&J IS 140D WATFfC-0 J >~ = s w� I 4 " ; I' _ M�• ....-. ".'-L'�fY.,'�''��d f/ � III _ � a_ :",d' --.f Y•}°:.+ Ci ..". '=,f,.:v '"a�yz� .i' -- ''.)'.., ^},' f` 11'- c. „f,�� ,- �: "V.1r,,°._ .•. t J f l ! {. LU F'l' cr LLJ-w. f r U. — Cr LL J { io a� dFr�a Wr*rt MWOTA of <sfZAS ' Wl i t�wEfL mo( J ,f r , 1 / a q, l .g _J=` '4• t` 4k, C f Y - a� <' - r is � .- t ,. .._' i � ...-. ._s F.t .. ,�:. f•r t1 �, /, i "`. f'�'y" :y r `' d %'rr i".n• `f/ FJ]i Leo. 410*.Rs TO, &E RA5SOFFtF-1) A( U) , r r ti : q IL j Al'- �•z s'�t" I cc � r "�� / i - a!1 �' '�:aiv''.._•.7 'rte.}° t , i ' f ! \y sa i'Vt,J'A T*ro JL'; .z ' •} t, t" iJ^ �•i �' =' r ;r \ •�-4}''tF� 'mot � 5 t$ .__ ^`$ • p - _ A tec.''la-r, JRPI�tII�R� ` t : j C - yy , wwl ir"- _' r. R.IITh -...•` - s j } 7 _ .. T . Nil J S 0 . r _'",. - w. t t Ar - .rtl, 11 , J ::i ✓r�N -;I ..�y1: ..i_„ t !�I/ I:�.h. -J l iL'ft� iJtt ` -IV o�Altt,"JSCAPPAf /lSpe i r + j r4 w� 3 jp • : L y,. 34- ! pI-,-,Q. LANDSCAPE PLAN AND SITE PLAN � _ � n,l �, I 4 c` ass:itJ+e#.ff.' i-JY 9L UV >:ltilfi r "m Olt :•t;:..,i1:1:az? ralu�l}' ut Itt;sift sah!,.: i i r RAILTRN-MCEVOY 1-, ; r 7 '-6 � —— f -��`.,� POd1{CI GOPtGC�15•Rl:�lOEftCES NESIiYFIJI1I014•CENRI'r)RRIf.OE'alGll } �� - � .- �•/`� � � � 95s Pill ,kianldar,ECi 80362 (303)443-4351•FAX 443.5535 P Bm 430 A-vofl,GdOl 81851 (3Il 7)949 SM•FAX 940-015 r : , i I - k. t ! r I f f f t ;..lam• �c ---- _ - - i .. ,. . � — _ _._...-- `_._ _ _. - - -. � -------_..._.-__-.-..__.___ ,_6.___._ - --- -r�----T - i � Tw — A. y ---- _..-. I. en cJ err � I 1.•! I I Ii ----#� � , vy r r I �►i I } W T7 C�k'L..S - CE f 1 � .. 1s-_ _ - i f t r__ .-._ -- -� `-�l�F'C� �.✓�r�+,�{�'.11� i 9 1 t , I _ I A � I I , w I : f, # � I l � 1 , � � f �.��✓.+J:�'�1� ,:���,. .. r ,, - - � � j I ! I �I I I j � I i i I I ' � r I I t j l , I l { f k 1 I J. tT1 � , � 1 � ' ----•- --�'_ I x8 I I -y�' I � I NC .1 J � �+�� i �I � ! ��� I ' i� �� ''I I �'rJ �w� �.�,�t,.�...•� _ --_ �' �� I I _ !A H AVWA X- AMT a' .i r —_-- Will L- uj UJ Ilk— �td1 � I I � �"g ��I � �''f r,1 S L� b'! - t ___•,-�l � 0 I y • , ; � �! �'"' .I Ka I �T' _. �+` I ' • - -- - - t U. Cr -�•-.. :D sal PLE V/ Ill 4 { 1�• �-�f/�)y� 'J�•f� �-r��,c ) � b i A � B' Co Coy I ) i IJ r� II ; II l i f } f I cc ui j : i I r.>n Imo` su,rE DRIl ro Fit E t l r OA'('t Utz$ I I E I I L e, dr - i W171�+1*S 1z 'I 3 j -... �V F� TQ1IV AND REVIE WL� I PLANP4EFt- Copyrll 0 All rights rdsil Thase dbsigns are not to ba rasnt,l n'. ra[lrurlucod wholly ur in porl wilh-0 wrhlon paanil lan or RMA Do not scald Ilia drawings. Varill dinionsloris on silo. i The drawings are not 16 ba used conslril l'Fon unril may ora ill s,. as Chucked Uy FINIk f j't I j .r RAILTON-McEVOY f I r rPA!W: it rr:.lt➢t ri j t -. � "'� .� a"�.•1, ., .(�i '_��'?f i.���'� : _: / �f ' _.: t_ .t �i Y .It.g>r II r r�,.;r - f �' . '' I t , ,-rf,~E v� Z j r �I„1.„�� r-.:��• •7��{1: :e?�c.�' •�� jtI �+ I� : �� {J I � ! ,r,*.` ,I .- `- .('.Y.. i� i I �A`�'T�-.\ .t '� � �; ----- -- - .. __ ,6 j jL1C1:_!%-'=-. .. � '7”` ,� ' -"- �` : l t,.{� r! k� - �� - --.f .. r!"�•✓ C•+''. L` , 1 1 ,t i r ;fi it I \ I i ; E I r :�► l - r f I f ytp x 1f — I , k I , i II t y, I 1 I. II r..r. �_T_ , ,. ,; r i .t t (-�- y,�./+ 'r ? c'�r,.,,, y r ' .i --.I -a -----_. - -- -•,� --r•--•--- --r- t r r. 77 I ( . I I; I � � + I r i I i - , ! i I ) � 1 IIB 1rI t• I I { i 1 1 l I r � I k I I } �c� � �t� •�-'�•�f�,,. r 1� I i ' � r 9 '! ...- �! ; � I I � I � � I I , P � f y 4 � � t � I I �- �- ..i.�k'� �-•-t+.,-. ..I� , 1 I f 1 t l ' � I • + I _ I , I 7i,1 1 i I I,t + i 1 i I I I I I �;F,1' -•C�14_I+ lrtl�+'t..ir� _ ;.�... -- --°a. I ,dC7lt : w: I i III •� OP _ � I Ir 1 .. ., , ,.. .-,k I �,- :�: I Ill � Eft..€ ,�•""� cr it I I, I�;. II _1_ - - I�_—_.. I i i, 4� ----.-_. i. I ! k � `1)f�•'ft:.� ,: fT..ftil'! ,. '`' t i { t °a"=s - k'! UJ cr. (o co , I I "----`--4t"' -,1','.��-�... _ - _ ._ :i-':__ t ..-.�.-.__ - _ __, _. _ _ _ r-.:.l I -1 ��......_-a -�3.�..-- _ � a�w.arr■�■�r�lw^� f y -.._ ,!?.. V'"� 1 - m J_._Y--'h._.. r 1♦ •1 I —j f lam.` , V'� cn ui cc cn uj R y..._.-.._..._.__.._...._......__—..- —_....-,..--,.___._..__ _ — __. _. __.-.. ,®..®..,__ .......-.. Y—_ten.-..._..-, -- _-•....,.W..__..-_-. i 1 I T i , I I I I I ' - - - - i"-'� k"'�- 1} 1 E t_ L f-oA T1 00S ' I � ► � - -___ -__ rat€e,xrr XG hie I 1L11..ItMaS DATE Ut IL , , I al � r:y� I - -__nay..._._ _ _ . ._.._ r,�•- ." I[ �r f f ! All- -_. .,_.- p•=--=-y....-�� r"" tt -: ,r , �''__.J t"�,�� .�.--'- `ll. � G©(+yrirJiT1 0 All rtrJltts rotor•el,¢ lu Thoso duslyns nro not to bo ustel I:; I roprodiwod whutty or k»Plitt withal,+ f wditan portnisskon at 6i16I,a Do loot scalo tite dfowini;s Va!iky 01: din+enatonit oil site Tho tlrawhogs tiro nut in ho usAd Lonstrtlaklun Untkk they dto 117Yltl,ylvl�l as ubacked by SMA 4 r'Lk k LIt. _ i -Q, -..,- I �LQP ER'Vir. ..�_. t ' , I �I i -1 I a.pNNr �. ?• SEWER CONI N 1-yr� SLOPE TO SERVICE/ A `aJ, �1�.'"r' I ' W _ i CONNECTION I r r i I i n POLY—V APOR --- t'ELIt![s ADJ. STELL P i _..-- iRE COLUMN RATEu s Lii f 20.+10 LBO.. W1 { I _ BEARING PLATE El 40 GARAGE ,,7' s�• x 20'—u' CO'N1C, FT& TYP, 3' SEWER CONN. °a i i ! C f p ! W/ 1/4' PER w 601 � 3' SEWER CONN I rLOPE. TO S�RVII L �. T W/ 1/4' PER FF; . R' x 6'—VH REIN . CONC. f-DTN. WALL 1 ( CONNECTION—.� � SLOPE TO SE.P',; i C0 NNECTION i I f OVER 1'-4t x B'Ei REINF. CONC. FTG. T' P. }} r i —1T660 PUMA rLF 1 r i { { i IiKS-IGN I-DAB i i ....���J -... WALL`-OUT BSMT jo j l APpROVED BY THE I 4 ! ` r BOA 0 t f DESIGN 1fr1 H HD � , FOUNDATION IO�I PW �� AND EvsEVV j DATE, pLgNNER* I , m_SILL SEALE V/ N. ULVER FA 15 iUTN ANC" THIS I7ieA*'ING IS INTENDED TO PROVIDE OVERALL PLAN—VIEW DIMENSIONS ONLY. P[ER. FOOTING, AND FOUNDATION DETAILS ARE BASED ON AS-SUMED ALLOWABLE :SOIL REARIANG PRESSURES AND SU L CONDITIONS AND lrHQULD BE USED AS AA Ge1IDE ONLY, IT SMALL BE THE FOUNDATION CONTRACT 3F;'S :� K RESPONSIBILITY 10 VERIFY ALL L.0CAt.. SGIL CONDITIONS AND NOTIFY KAN BUILD INC. AND ITS ENGINEERS OF ANY DIFFERING SITE CGNDjTIONS, REYISIONS:-/ ALL PIERS, FOOTINGS, FOUNDATIONS, AND OTHEP. ON-SITE CONSTRUCTION STATE AND LOO AL CODE'S. ���+ree•nu�+anrstw I ` SHALL COMPLY STRICTLY WITH ALL APPLICABLE 2. SILVER FA-15 FOUNDATION ANCHOR OR Et;UAL SPACED AT 8'-0' MAXIMUM INTERVALS AND 21_0. FROM CORNER TO ANCHOR, c'x6 SILL. PLATE ' AROUND PERIMETER 3. SEWER CONt4ECTIONS SHOWN ARE LOCATIONS PLA;Mll TO PY KAN BUILD INC. BUILDING, SEWER THAT ENTEPS FOUNDATION BE:I-OW BASEMENT SLAB MAY 2 X 4 KEYWAY— BE ROUGHED IN AT THESE LOCATIONS. BUILDING SEWER THAT ENTERS NOTEt ABOVE BASEMENT SLAB SNAIL BE EXTENDED BELCW FLOOR FROM THESE LOCATIONS TI•I BUILDING aErtiJEf�, I — THE ATIACHED OR ENCLOS.ED PLANS, DRAWINGS, SPECIFICATIONS, DESIGNS � AND ENGINEERING HAVE BEEN DEVELOPED BY KAN BUILD INC.. SOLELY FOP. 4. FOR CRAWL SPACE FOUNDATION'—, INSIALI_ FOUNDATION VFi`iTS TG wta�ct NUMUx°�_ ITS USE IN P€tEPAIRING AND SUBMITTING CONSTRUCTION CONTPACT BIBS.. PROVIDE VCNTING PER VBC 1988 SEC 2516(0—t,- 9 728:?E. �g KAN BUILD INC. MAKES NO WARRANTY OF ANY KIND, INCLUDING IMPLIED �._�. WARRANTIES REGARDING SUCH WORX, AND ASSUMES NO LIADIiLITY UP 5° DESIGN LOADS _ RESPONSIBILITY WHATSOEVER FOR THE PROPRIETY, EFFICACY EIP FITNESS OF DEAD LCIAII ACTUAL MATERIAL WEIGHT SUCH WCIFZK WHEN USED BY ANY OTHER PARTY FpF2 fi,NY PURPOSE, EXCEPT WHEN FLOOR LOAD - 40 PSF � COVERED BY KAN BUILD INC.'S WARRANTIES ACCOMPANYING ITS OWN ROOF LOAD — 1011 PSF TYP. s• FCD)NUATION SLCTICIN CONTRACTS FOR SUCCESSFUL ACCE=PTED BIDS, WItJD LI7AL' — 2F: PSF SOIL BEARING CAP. —2,500 PSF t`t sw� o• 11 ff((A6a IlaG M�@Ci: i ERICKSON RESIDENCE LOT 26 BUFFER CREEK, 1987 (�/�r]J! e ��''wsr mss. + I. E, L. i '•N.. AIM�{.4iU5 :i14 0-1 i11iT ul� ZIP Iill ��.4 n:ll fi AaS[(y tl7 t f1A1Vky V!il ii. F 1 F an #cF3 fITt4., BATH I i �{ .. OPEN TO ABOVE. BEDROOM #1 UVING ROOM u sr ' ( G42 ! f1 14'-6" X 2`6`3 l - f �-�^ _.m ffi' tI' X LU' `_i' ` { ii by ,Oki, a E I h]TCC1N all ` OPEN _J I1'-4'�X {.3T-I' n TO ABOVE 24' I M A, FAI DECKS, RAILItls' j AND "JAIP?S BY OTHERS I L .. 5'-10' III' -5 112' 121-2 1 , " —9 — _ -- S 3'--1 112, rj 5 FLOOR ALAN APPROVED, 7 f , T� r1 IiEV114NS, ' 1/4' = 1'-0' _ N w�r�x .wt txer,ua DESIGN AND REVVC111! 3 1162 SO. FT 2324 S": f I TrITr< DATE: r PLANNER: ._ABLE I SIZE DE`rGpIp i ION FEMAR .,S� HINGED L) sr�h'1 4�? �.i :Lt LTt , W It,DLI.w S''HEDULE j 210 2'-01 •6'-£�' I ;ft ' FdP3LLGW CEiF=k A tGR h�Ird�EJ 2; LABLE GLASW i.tG4T of I'! { cU,kE s REMARKS � � �' 4'xF -$• 1 �r-, �("FtiE I}�C�t �li�k��I3 ~c + r. rim SUNC,r WINDOW—____�� �'rfi c` 6"x6'-� i 1!8 �}�kt i�C�w' CP�t�i I)UJP I BJIIPIGLZS " t 1� �'l sa. rT, 4� sa. s 11, SINGLE VINDOW �4/0 B1 4 at 0'f6'- 1 3;'3` HOLLOW :.C1RP t�GC1P� 131-F OLD D 2334 <"2 ii 9."9' f:y7 S`�. i Y 5 9 X13, r 1. NA :fiiGl wCwY#{1't1 _�� __ ._ /0 &I 51 a'xFr`- 1' I 'S ' HOLLOW CORE IiC7CIi% F3I-f"C1L11 4 23d2 i 21� .Rs.75 ( #i .f3 F? ?.�tS ,fi. rT If'? ;(3. s7 _ aINGLE u!IM�`C9�/ � � `i i I iaa s.�;�>`11 Luc s . rr aar sci r? k sse ,r l_wtrenrav i (;/o DI 4)1 - 'x a'- 3/r HOLLOW CORE DOGP- BI-FOLD — _ L -- I9 a m I7 rr?'x53•.2• f1.66 .,� Fr. a.� j rT. "1a �IraC#LE aiN W ' .t '?' G':»:6'_ "� 1ST EEL L INSULATED HINGED cI, ' i1754 j 22.12'x53.61" a,e4 o, r r ?.?i' fi4]. f i. �rrySOi F�: 1 IM:ILE WINDf7.J [+ C _ _ _ 6/0 SLIi1ER 2>3 �I �G'-'3' {ai_U� SLIDER WI/ INSUL. GLASS SLIIIIMG V fit' 113 oo �_Q, f T. 12,;3 sib. €t: ie.I3 3 rT. SINGLE V1NDUV _ — —' ea—ij $0 FT. la+� —_ NA PICTI-al, vif4m3w 610 PATIO 213 -oJ xia s* CLAD/WOOD jNSUL.ATED GLASS HINGED ERICKSON RESIDENCE LOT 26 BUFFER CREEK, 1987 W. 1R LE DRIVE, ` IL. 1 KANEJILD, iC N fit.L5 • In.`1+0a,tv tz[ R+rtltNaTiS.7 ON TNIS 10.ti my is l'TNIRY TO JOAN >IU341i, IW. ITS lR1AUl XIM US[ an SALC IS POOKIITEQ by o%4. VtOLATtR# VILL YC 1'R+m[CU tt t STAiL t"OLDFi'ATJO tlASC MODEL MK WIND RivFR 1 f 11 ^c SHrlf TITLC If FLOCIP PLAN v Jai—1 SCALE BEDROOM #2 x DATE ,a I 1/2 I4. D AVN ST f .tva x;' L,W.L. ! LINES --.____..._ r.1 w7 ryN i J OA[[ I BEDROOM #3 IN x BAT}{ '' };,'�,� ...�i�i'E as: —.^,,. � _�..._..._..__.-_.._..�.....,�•.._... �._ 6Ju PATIO fGf1 �^ � I I d!{ 1 I .i 1• IJ 1 DECK S, i�AILINCS -- f AND STAIR' THERS I� ' � . { l*'`�'`��•ttlr+�1.�i:.� �r f :_ �1Ci4�r <'(_t--j�._�.yy.1 f�1r.f {._).�. .,��T�r(f}1C" %{'rr]} �)[�jj p;Ir„>,i,�•��.�r � G � I 1t�J 1 L7Y./S� 1.,J�rs + [tl V lJi4{ frfi APPROVED F3Y THE REVISIONS:' TOWN OFVAIL DESIGN AND REViEW 60ARD DATE: PLANNER l maxu 92}3 1� F.. A-L� Ji AVING tII Kl? 50 Em" t"KA"" N R t: BUFFER . L E DR IVE VAIL. Topograp -h- y- - _ NOTES: a f-, ot C -reek 1) SURVEY DATE: May ''5. 1994 2) Location of improvements and contours are based upon the Final Plat of the Resubdivision of Huffer Creek and Monuments shown hereon. T 3) ELEVATION DATUM: Elevation of 913.5' on the Garage Slab at the center own Val' Col ()- d of the door. 4) CONTOUR INTERVAL l foot. Uji 1987 W,, CIRCLE DRIVE, VAIL 5) Utilities are shown approximately and should be field located prior to c� � excavation. 0 ' .6) Meyer hand Systems sloes not warrant or certify to the integrity of any GRAPHIC SCALE °U- � Digital Data supplied in conjuration with this map and survey. B 0 + Q 76 32 Z i 7) STREET ADDRESS: Not Posted.. tN FEET Y 1 inch ft. T . 15 1, Roger W. Meyer, a Registered Professional Land Surveyor in the State of Colorado, hereby certify that this topographic survey was done by me or under my direct supervision, and that it was performed using the standard LA r J care and pr"jWut*istj* .d in the area at the time of the survey. The Notes ! �? hereon ark\\\` qi�AEG ���jis certilcation. o J J f Y S 8f 1 j$ t / Roger yer f LS . Meyer L� ' •4+sterr��'.�`r� . ����i�,/,� UNPLATTEQ / o / t r c sn 1-U �__�Q 1 ✓' �, �;, / i ° QP ✓ 1� / `` � r' ,r , r ' Y F o' �` / i - / / /" / / / ! / '✓ �� '' / A 31'59'27" E? 125.00' `V Y — 35.8.3' 90 0000" '� ,f�f /' / / �' f' / / �/ �' / / / v`' `i�• `'6. Uy L = 69.78` J J / ,/ !' , 1 ! / ,/ J ! t r, .�a. Qrfr CB = S 06'38 06" L 1 f /< / /' i` � / �, f` ! CH — 68.89` 16, 382 sq. f t . r�. f / /, / / / 1' f f / l` r, ! /f / J ti! ` �4 WOOD FRAME GARAGE Q % / i� s f / i �• j /` ry C `'� � � EDGE OF PAVEI�AENT ,t 24.00' FOUND ALUM. CAP (IN / a a h l ,. t , ? � � I � �� / a '� { 27.ts' y5 RE$AR PL5 1682 i - ----- -------- - MEYER LAND SYSTEMS S 86'1}'47" W i;N.f< Professional I.ar�ci Surveys LOT 28 I \ 902 Grand P.O. Box 344 / Eagle, Colorado 816W , •-° / .J r / _`- - 328-IM 328-1�0"l T'eWcop�ier FOUND #4 REBAR NOT1CF According to Colorado law you MUST commence any legal ORAON 8r --- RWA1f DA Pr. MAY 26, 1994 action hosed upon any defect in this survey within three years after you first discovered such defect. In no event, may any \ action based upon any defect in this survey be commenced more CtMKI-A 8r ' DRA14WC R+D TO PO than ten years from the date of certification shown hereon 94018 SW££f I of � 0 UN OF Department of Community Development �� • 75 South Frontage Road Vail, Colorado 81657 970--479-2138 FAX 970-479-2452 Town of Vail 75 South Frontage Road Vail, Colorado 83-657 (303) 479-2138 Plan analysis based on the 1991 Uniform Building Code Project Number: 898-0021 Name: Erickson Residence Address: 1987 Circle Drive Date: March 19, 1998 Contractor: Colorado Building S Occupancy: R3,M1 Architect: John Railton Type of Const: V-N Engineer: KRM Consultants Plans Examiner: CHARLIE DAVIS NOTE:The code items listed in this report are not intended to be a complate listing of all possible code requirements in the 1991 UBC. It is a guide to selected sections of the code. SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 37. 0 Feet 37. 0 Feet EAST Property line 93 . 0 Feet 93 . 0 Feet SOUTH Property line 20. 0 Feet 20.0 fleet WEST Property line 33 .0 Feet 33 .0 Feet EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 17-A & Table 5-A NORTH EAST SOUTH VnEST OCC BRG NON-BRG OPNG ERG NON-BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG WALT, WALL PROT WALL WALL PROT WALL WALL PROT WALL WALL PROT R3 Ohr Ohr None Ohr Ohr None Ohr Ohr None Ohr Ohr None Ml Ohr Ohr None Ohr Ohr None Ohr Ohr None Ohr Ohr None The exterior walls may be of COMBUSTIBLE material . Sec.2201. None No fire protection requirements for openings. Prot Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. Sec.2203. (b) & Table 5-A Maximum single window size is 84 sq.ft with no dimension greater than 12 feet. - - Sec. 4306 . (h) NOP - Openings are not permitted in this wall.. * These walls may be required to have a parapet wall 30 inches above the roofing. The parapet wall is required to have the same fire rating as the wall. See section 1710. for details and exceptions. c�a RLrYG&9DPAP9R x,11► TOWN OF VAIL Department of Conirnunity Development 75 South Frontage Road Vail, Colorado 81657 970-479-2138 FAX 970-479-2452 FL NAME AREA MIN-LIGHT MIN.VENT NO.EXITS EGRESS _ - ° - - - - - - - - - - - - - - - - - - - - - - - - - - 2 Bedroom #2 207 20.70 10. 35 1 Yes 2 Bath room 44 0.00 2.20 1 No 2 Bedroom #3 180 16.00 9 . 00 1 Yes 2 Bath room 54 0. 00 2 .70 1 No 2 Halls, closets, etc. 219 0.00 0. 00 1 No TOTAL FOR FLOOR 704 1 1 hiving room 419 41.90 20.95 1 No 1 Kitchen 140 14. 00 7. 00 1 No I Bedroom #1 211 21. 10 10.55 1 Yes I Bath room 126 0.00 6 .30 1 No 1 Halls, closets, etc. 244 0. 00 0. 00 1 No TOTAL FOR FLOOR 1140 1 B Garage 569 0.00 0.00 1 No B Family room 250 25. 00 12.50 1 No B Bath room 47 0.00 2.35 1 No B Mechanical room 93 0.00 0. 00 1 No B Foyer 64 0.00 3 .20 1 No B Halls, closets, etc. 122 0. 00 0. 00 1 No TOTAL FOR FLOOR 1145 1 Yes BUILDING TOTAL, 1844 1 FOOTNOTES: 1) EGRESS - An operable window or door that opens directly to the exterior is required from this room. The minimum clear openable area must meet the following. - - Sec. 1204. 1) The minimum clear height is 24 inches 2) The minimum clear width is 20 inches 3) The minimum clear area is 5.7 square feet 4) The maximum sill height is 44 inches 2) The number of exits is based on Table 33 -A (Dwellings) 3) A mechanical ventilation system may be used in in lieu of exterior openings for ventilation. - - Sec. 1205. (c) 4) The requirement for an egress window in the basement is based on Sec. 1204- ROOM DIMENSIONS: Habitable space shall have a ceiling height of not less than 7 feet 6 inches. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of 7 feet measured to the lowest projection. If the ceiling is sloping, then the minimum height is required in only 1/2 of the area. - -Sec. 1207. (a) Every dwelling unit shall have at least one room which has not less than 120 square feet of floor area. Other habitable rooms except kitchens shall have an area of not less than 70 square feet. - - Sec. 1207. (b) Habitable rooms other than a kitchen shall not be less than 7 feet in any dimension. - - Sec. 1207. (c) GLAZING REQUIREMENTS: All glazing in hazardous locations is required to be of safety 1 W RECYCLED PAPER TOWN OF YAIL Department of Community Development 75 South Frontage Road Fail, Colorado 81657 970-479-2138 FAX 970-479-2452 TM.. glazing material. - - Sec. 5406. (d) 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazxing is within a 24-inch arc of either vertiC al edge of the door in a closed position and where the bottom exposed e4ge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet . B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in-fill panels. See exceptions. SMOKE DETECTOR REQUIREMENTS: A smoke detector is required on the ceiling or wall at a point centrally located in the corridor or area giving access to each sleeping area. - - Sec. 1210. (a) 4. A smoke detector is required on the ceiling or wall in each sleeping area. - - Sec- 1210. (a) 4. A smoke detector is required in the basement. -- Sec. 1210. (x) 4. A smoke detector is required on all stories. Sec. 1210. (x) 4. If the upper level contains sleeping room(s) , a smoke detector is required in the ceiling of the upper level close to the stairway. - - Sec. 1210. (a) 4 Smoke detectors are required to be wired to the building's power source and shall be equipped with a battery backup, - - Sec. 1210. (a) 3. Detectors shall sound an alarm audible in all sleeping area of the dwelling in which they are located. - - Sec. 1210. (a) 4. OCCUPANCY SEPARATION: Between the garage and the residence, materials approved for 1hr fire construction are required on the garage side only and any doors between the garage and the residence are to be a self-closing 1 3/8 inch solid core door or a 20 minute fire door. - - Table 5-B & Sec. 503 . (d) exc. #3 to)RECYCLEDPAI"ER TOWN OF PAIL Department of Community Development , r 75 South Frontage Road Vail, Colorado 81657 970-479-2138 FAX 970-479-2452 STAIR REQUIREMENTS: A stairway in a dwelling must be at least 36 inches wide. Sec. 3306 . (b) The maximum rise of a step is 8 inches and the minimum run is 9 inches. - - Sec. 3306. (c) exc. #1 Provide a handrail on one side a stairway 34 to 38 inches above the nosing tf there is 4 or more risers. - - Sec. 3306. (i) Provide a guard rail where drop off is greater than 30 inches. Minimum height. = 36 inches, maximum opening size = 4 inches. - - Sec. 1712. (a) exc. #1 The minimum headroom is 6 ft. - 8 inches. - - Sec. 3306. (o) Enclosed usable space under the stairs is required to be protected as required for lhr fire-resistive construction. - - Sec. 3306. (1) SHAFT ENCLOSURES: 1) Chutes and dumbwaiter shafts with a cross-sectional area of not more than 9 square feet may lined on the inside with not less than 26 gage galvanized sheet metal with all joints locklapped. The outside must be 1 hr construction. All openings into any such enclosure shall be protected by not less than a self.-closing solid wood door 1 3/8 inches thick or equivalent. - - Sec. 1706 . (f) 2) Gas vents and noncombustible piping installed in walls passing through 3 floors or less do not need to be in 1 hour shafts. . - Sec. 1706 . (c) 3) Shafts for gas vents, factory-built chimneys, piping, or ducts that do not extend through not more than 2 floors need not be in 1 hour shafts. Sec. 1706. (c) 4) All other shafts are required to be enclosed in a 1 hour assembly. - - Sec. 1706 . (x) ADDITIONAL REQUIREMENTS: For R3 occupancy This project will require a site improvement survey. Such survey shall be submitted and approved prior to request for frame inspection. All crawl spaces within the Town Of Vail are limited to a earth to structural floor ceiling height of 51 , be earth floor only, be ventilated as per USC 2516 (C) 6 with minimum access as per USC 2516 (C) 2 and maximum access of 9 sq. f t. Any building site with a slope of 30 degrees or more shall require an engineer design. Such design shall address drainage, soil retainage and structural design. Excavation below slabs on grade shall not be permitted without prior approval . Address numbers shall be posted plainly visible and leqible from the street. tD RECYCLED PAPER TOWN OF VAIL Department of Community Development 75 South Frontage Road Vail, Colorado 81657 1999-VAlt-SEAVER CREEK 970-479-2138 FAX 970-479-2452 For M1 occupancy Slope garage floor to allow for drainage to outside to provide a floor drain with sand and oil interceptor to dry well or to sewer. Any garage floor drain connected to sewer must be approved by Upper Eagle Valley Water & Sanitation District. In garages with living area above, the walls of the garage wiich are bearing the area above shall be protected with one hour fire resistive construction. UBC 503 (B) . 4% toREfWLEDPAPER 441-00 I;AN BUILD, INC. Osaq a!,u • lu� b ►.w►..r r r�.rr c�...�.. THE tWURNAT04 CM TX1S KAE-PRINT IS PR4DO:I0RY — — TO KAN DLJ2-1 W_ ITS U WUTHMHZED USE OR I I SALK IS PPENSITED " "W. VM]ATERS WILL It PRIi�, iCUT" r - - PB — _ — - - — — — — II - - - — - - - - - - - - - - - - - - - - - - - - - iI z I STATE I � 1660 PLF t� R's e 7 try' II n3 3' SEWER CONN. 13'-0' I DESIGN LOA sa T s e 91 II a W/ 1/4' PER FOOT I COLORADO I I a _ �I E SLOPE TO SERVICE I I WATER I I w MULTI-STATION SMOKE k I 3' SEVER CONN. IN ( ALARM TO LEEPING �) R x 1 ����111666 V/ 1/4 PER FOOT I I I WH 1 AREA W/ 4 WIRE SP#2 N ��1 x FUTURE SLOPE TO SERVICE I I Hopi WILD RIVER E I I �`/ FUTURE m - N VENT I fAt GAS I I rp VENT x nj I I llr7 � SHEET TITLE IN I Mia LISTED I I � � i I Q f o I I FOUNDATION I 17'-0 112' n, f I I I COMMON HOUSE o J SOLE I I GARAGE WALL AND wQ q d I 1 /4'=1'-0` I CEILING ARE 5/8 _j w a, ADJ. STEEL PIPE I FIRE RATED GYP. TYP. L4 +. COLUMN RATED FOR I I MATE 3320 PLF 20,004 w/ DESIGN ;Fe E ATE p I 9/2/97 F FUTURE I DRAvN BY I (� VENT • - - - - - I- $ _� - UNION LINE _ - �-- - - - I 1 L.W,L,CID I L —1 L 4) 11/R MXIS�4 LVL I I CHECKED BY I �G L- it I I I II I 12'-7' ,-OR I SEWER' OUT z z I FINAL PLANS I I GARAGE lu ii �i I I T.D.T. 10/22/97 H23'-9' X 20'-0' vI I Dur.�s i MTE I � — — — — — — — — — — — — — — — — MULTISTATION SM❑Kq CJ I E —n r — x IIt x/3SE ALARM TO SLEEPING I W I I I I ru —^, It AREA W/ 14-3 WIRE I I I I _ I I 3' SEWER CIJNN. I (u a N I I I w I I I W1 1/4' PER F❑❑T I 1("'� .++-�"�I SEWER C13NN. I I I I I I I SLOPE TO SERVICE mom # R FOOT I I f I I I I ! Ik I I I I —11z,60 PLF I 11 i I I I I I DESIGN LOAD I tl SA I I L - - - - - - - - - - - - - 1 /__ — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — 4X7 OHD 9x7 t7HD I L - - - - - - - — — — -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - J WALK-OUT BSMT $'-F• 11'-0' 24'-6' BASEMENT PLAN 1/4' = 1'-0' �- a. z AO r-E co W � Q Q 1 � • 1 ITT d 2 z 6 SILL W/ %a tl' SILL. SEALER NOTES: 4 ;1� SILVER FA—IS fu C. FDTN AIVC►tt 1. THIS DRAWING IS INTENDED TO PROVIDE OVERALL PLAN-VIEV DIMENSI❑.NS 3 ONLY. PIER, FOOTING, AND FOUNDATION DETAILS ARE BASED ON ASSUMED J A ALLOWABLE SOIL BEARING PRESSURES AND SOIL CONDITIONS AND SHOULD BE USED AS A GUIDE ONLY. IT SHALL BE THE FOUNDATION CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL LOCAL SOIL CONDITIONS AND NOTIFY KAN BUILD INC. AND ITS ENGINEERS OF ANY DIFFERING SITE CONDITIONS. REVISIONS: ALL PIERS, FOOTINGS, FOUNDATIONS, AND OTHER ON-SITE CONSTRUCTION ' SHALL COMPLY STRICTLY WITH ALL APPLICABLE STATE AND LOCAL CODES, arrwsn.a.rrt m"D 3. SEWER CONNECTIONS SHOWN ARE LOCATIONS PLUMB TO BY KAN BUILD INC. BUILDING SEWER THAT ENTERS FOUNDATION BELOW BASEMENT SLAB MAY 2 X 4 KEYWAY BE ROUGHED IN AT THESE LOCATIONS. BUILDING SEWER THAT ENTERS NOTE: ABOVE BASEMENT SLAB SHALL BE EXTENDED BELOW FLOOR FROM THESE THE ATTACHED OR ENCLOSED PLANS, DRAWINGS, SPECIFICATIONS, DESIGNS LOCATIONS TO BUILDING SEWER. AND ENGINEERING HAVE BEEN DEVELOPED BY KAN BUILD INC. SOLELY FOR PROJECT NLIMBER ITS USE IN PREPAIRING AND SUBMITTING CONSTRUCTION CONTRACT BIDS, KAN BUILD INC. MAKES NO WARRANTY OF ANY KIND, INCLUDING IMPLIED 972826 I'-a• WARRANTIES REGARDING SUCH WORK, AND ASSUMES NO LIABILITY OR s RESPONSIBILITY WHATSOEVER FOR THE PROPRIETY, EFFICACY OR FITNESS OF SUCH WORK WHEN USED BY ANY OTHER PARTY FOR ANY PURPOSE, EXCEPT WHEN ' D�.rtprt SECTION CONTRACTS COVERED BY KAN BUILD INC.'S WARRANTIES ACCOMPANYING ITS OWN TYP. 8' FpLM • CONTRACTS F❑R SUCCESSFUL ACCEPTED BIDS, A t OP4 '" °' DRAWING Ml1SER �'- 20'-4` 8'-2' 6,_11• 8'-7' 4'—7' 5,—o, 21'-7' 12'-10' ol IiAN BUILD, INC. W om" C*F. 13 • Tar•kwL co W W W 'F U U y en rn i a c 3 s r+c iWEwK.rMk ON THIS I DLI,LPRTNT Is PR(PRD[TANY Q W TO KAN "LL W- ITS .--I UMAU i"TZED USE OR 6 1 SrL.E IS Powt)"TED IT LAv, vMLATERS VtLL DE POMECLTED E S.HCI.F vi y rn v, �n F rn cn 4� NATURAL GAS r-D' Nl;O-AMI:yL KNEE I RCD Q+ a+ - yD -- — — p s 42' FIREPLACE — I l R" I7 / I cBY OTHERS? I I I SPADE I — — — — — — — � as Ix of fr a_ a aY m a w STATE m rn w m fL w ra m 14 T'L D I l) �J I z cx fU fL fu N N N N fu N COLDRADO p Q. I > 1 t7 r+ r-, m rr m r+ n BASE MODEL NAME A / v «�s h Icu cu WIND RIVER — BATH #I 5 5 • 0. � � d J ro SHEET TITLE C3 % O H Ll FLOOR PLAID OPEN °' "J as o ZI 'O ZO Za �D :o �o ZO ZO :o �D :D m Li WHIRLPOOL ;-2 W © s TO ABOVE o . a o• a o a, a, a, 0% a, a, a, v. a, SCALE u w oc o -) o z 1 a iX ft a of o! a! ix 0 oc a2 w a! DATE f`A d[ �� W W W W W W W W W' W Li W W W W W W W W W W W W W W iW _ W } Z Z Z Z 2 Z 2 Z z T 2 2 2 ('� ---- I W W W W W W W W W W W W W 7/2/97 > > > > > > > > > > > > > tJ aYa�� qY Y Y Y aY ¢YQ X X ¢X Y Y X DRAWN BY �..�_-- I � CI I7 Ca] 4 4 ❑ O O a C3 � 'o 14 4) 1 112 x 5 1/2 LVL - - - - --- - CEILING JOIST L•W,L. ' -°- 4) 1 112 x 11 1/4 LVL r w w CHECKED DT RIM JOIST cu w a W h v -7 — — a s a a a a a a a a o h W G — — — I : " > > > > > ��Q• / > d' LJ W d a ir a a d a W LIVING ROOM, I � �i — BEDROOM #1 _ FINAL PLANS 16'-5 }( 2b'-8 1112 10'--5 X 20'-5 A x Y Y Li La T D.T. 10/22/97 1 a tj rY w rt ati M r� eT re m f1 en �D iQTULS i T"PAM, o , ► {j — 0 0 0 0 0 0 0 0 0 0 0 W n a I t ' i I I t I r ° •w E3 a v+ x ;c ,o .a ° �o ;o Za :a o vo x .-. I a — f x x x x x x x x x iu ca fn a1 OPEN z w I m i 1 KIT X 13' 1" 1`J1 t ) A u 7.0 iu k ;u iv v eu iv nl nl I TO ABOVE ,�, 24" SOFFITS CD w .t gp i+f r J N fu A. ru ItJ K Rd I7 m 9D qD ;0 x30 6 m dD ;0 W m ;D 10 ,,r I I",I a a 'o �a 'a 'D 'D 'D 'o ♦'/ ~ M X x X x X x x x x x x x .rC If1 of JC2 248 DW (— j Bit 6 6 w v Za it v .a ;p o o a f't fD N fU N (u N (U L_ ._ --- — FULL VIEW ` \ w W W W_ W_ W_ W WZ W T W A C II Ili D E t� a ¢ Sd EL > > a_ a_ a. (L a. (L (L a a aL > J 7 D -i -i L L L L l- tr 4 -i I DECKS, RAILIN S, ,I AND STAIRS BY OTHERS ►- L�1 W W W W W W W W W W W_ C} D -- _ - - - W h J 2 Z Z Z Z Z 2 2 2 Z J -- "J � h W W W W W W W W W W VP Q> > > > > > > > >> > Z 1ST FLOOR HAN 3'-11 1 12' '-9 112 7'-3' 9'-0 112' I3'-2 112 7'—°'9' j 114' =yL'-r0' � � a � d0GSsa � d � 1162 SQ. f T. � N i`Y ! Y} .a h W P O IL I`1 1162 SO. FT. 16'-11' 12'-2 1/2' 3'—�7 1/2' 1i'-3' 2324 SO. FT. TOTAL 4 4'-0' qK III INDICATES SHEAR WALLS WINDOW SCHEDULE h xx ROUNDED CORNERS (9) ONTY LABEL STYLE TYPE PART # GLASS UNIT DIMENSION ,IAMB TRIM LIGHT VENT EGRESS REMARKS o �_ OD NOTES 2 AO QUAKER WOOD CLAD CASEMENT C2354LH 7/8' INSUL. LOW E 28 1/4' X 59 3/4' 6 9/16' OAK VENEER 7.98 7.76 YES BROWN / HINGES i IlJ ALL EXTERIOR WINDOW OPENING � ~ HEADERS ARE 2) 2 x 12 ENI N 1 QUAKER WOOD CLAD CASEMENT PICTURE CP2354 7/8' INSUL. LOW E 28 1/4' X 59 3/4' 6 9/16• OAK VENEER 7.98 N/A N/A BROWN J AND ALL EXTERIOR DOOR OPEE NING /� HEADERS ARE RI 2 X O SP N 2 V QUAKER WOOD CLAD CASEMENT C2354RH 7/8' INSTL. LOW E 28 1/4' x ;59 3/4' 6 9116' OAK VENEER 7.98 7.76 YES BROWN / HINGES 1 D QUAKER WOOD CLAD CASEMENT C22330LPH 7/8' INSTL, LOW E 56 lfZ' X 33 7✓13' 6 9/16' OAK VENEER 8.79 864 N/A GROWN ! HINGES ' 2 Q QUAKER WOOD CLAD CASEMENT C22354LRH 7/8' INSTL. LOW E 56 112' X 59 3/4' 6 9/16' OAT( VENEER 15.96 15.52 YES BROWN / HINGES REVISIONS: 1 \1 QUAKER WOOD CLAD CASEMENT C233OLH 7/8' INSTL. LOW E 28 1/4' X 35 7/6' 6 9/16' OAK VENEER 4.39 4.32 N/A BROWN / HINGES 1 QG QUAKER WOOD CLAD TRAPEZOID CUSTOM 7/8' INSTL. LOW E 81 17/32'X28 1/4'X98' 6 9/16' OAK VENEER 12.59 N/A N/A BROWN 1 G QUAKER WOOD CLAD TRAPEZOID CUSTOM 7/8' INSTL. LOW E 100 3/16'x28 1/4'x116 11/16' 6 9/i6' OAK VENEER 15.43 N/A N/A BROWN r /�'� 4 I V QUAKER WOOD CLAD TRAPEZOID CUSTOM 7/8' INSTL, LOW E 118 7/8'x28 1/4'x135 11132' 6 9/16' OAK VENEER 18.26 N/A N/A BROWN 7 1998 I 'fit QUAKER WOOD CLAD TRAPEZOID CUSTOM 7/8' INSTL. LOW E 1.35 11/32'x28 1/4'XIIB 718' 6 9/16` OAK VENEER 1826 N/A N/A BROWN r 9 tea` QUAKER WOOD CLAD TRAPEZOID CUSTOM 7/8' INSUL. LOV E 116 11/16'x28 1!4'X100 3/16' 6 9/16` OAK VENEER 13.43 N/A N/A BRO'W'N I QUAKER WOOD CLAD TRAPEZOID CUSTOM 7/6' INSUL. LOW E 98'X 28 1/4'x81 t7/32' 6 9/16' OAK VENEER 1259 N/A N/A BROWN I O QUAKER WOOD CLAD TRAPEZOID CUSTOM 7/8' INSTIL. LOW E 57 3✓8'x28 1/4'X73 27/32' 6 9/16` OAK VENEER 6.92 N/A N/A BROWN PftQJECT NllK81R 1 N� QUAKER WOOD CLAD TRAPEZOID CUSTOM 7/8' INSUL. LOW E 76 29/32'X.28 1/4'X93 3/8' 6 9/16' OAK VENEER 12 �y.89 N/A N/A BROWN ,� + 'a i� *� ptjl 772826 I �p QUAKER WOOD CLAD TRAPEZOID CUSTOM 718' INSTL. LOW E 96 7✓16'x28 1 14°XF12 15/16' 6 9/16` OAK VENEER 14.66 N/A N/A BROWN '' rt ;' ;s# ♦ 1� y k � 1 P� QUAKER WOOD CLAD TRAPEZOID CUSTOM 7✓8' INSUL. LOW E 116'x28 1!4'x132 15/32' 6 91[6' OAK VENEER 1783 NIA N/A BROWN 1 1u/ QUAKER WDQD CLAD TRAPEZOID CUSTOM 7✓8' INSTL LOW £ 132 15132'X28 114'x/16' 6 9116` OAT( VENEER 1783 N/A N/A BROWN "� �a_�� �� _ A , , . I QUAKER WOOD CLAD TRAPEZOID CUSTOM 7!8' INSUL- LOW E 112 15116'X28 1/4'x96 7116' 6 9/16' OAK VENEER 1486 N/A N/A BROWN y f LRAWENG NUMBER 3 QUAKER WOOD CLAD CASEMENT C22342LRH 7/8' INSTL., LOW E 56 1/2' X 47 718' 6 9/l6' OAK VENEER 12.38 12.10 YES BROWN / HINGES 1. ZqV�• V4-5 K N BUILD, INC. a 34'-10' 9,_2" o..,. �. ,CO. co THE UiCF&ATICH ON THIS 111Kinow I5 paorpmTARY TO KAN ■ALIL WC IT% E LKWTI-MELEL Uu OR SALC lS 0011411ITED IV - - LAM, VMLAT[RS WILL BE p*cmcti1TED a I I I STATE JI ! ! sal [a COLORADO -- I . I BASE MODEL NAME ILM SPINLLE HALL _ BATH L WIND RIVER 3 \ 1,�' - du p SHEET TITLE CN OPEN TO : BEDROOM #'2 e ! BELOW �_ 16'-9' X 13 —1' `raLC]OR PLAN a — — ... p cu '—I 1/2' .`� SCALE 4 SHLVS m — — — LINEN ;LSHVS S / `=�'–Q• al NEWEL xx ] 4 GATE o POST I �� IJ 1 ° 9/2/97 DRAVN BY CD I - - - - - -VAiJLT BEAM _ - - - - - - - - — - - `" L.W.L. ru - - - - -�i 13i�x a•�vL — — — — ft-- - -; — =— F — >Ek CHECKED BY Q 4. a! 3+ C? I I X UI FINAL PLANS C� S OPEN TO � ' T.D,T. 10/22/`x; K BELOW \ I[ saTULS , oat( r ME A BEDROOM #'3, a° m J 15'-7' X 13 -1 BATH #3 o —��c�+ F — �a 12 STACKED HASHER/ I DRYER HOOK-LIP CAST [RCN I N cu — x o M N 0 P p R I3 DECKS, 9 AILINGS, AND STAIRS BY DTHERS 3'-11 1/2' '-9 112 -8 112 -11 1/2 T-2' '-11 1/2 , 17'-0 /2• 6'-5' Iq r- 21'-21 6'-3 112' 3'--10' 12'-8 1/2' h co � C �7 U OD_ O � 2nd FLOOR PLAN 3 J J J 1/4' 1'-0' REVISIONS: PROJECT Rmi5ER ?i '�►� _ .. 972826 Ll J' z A3 R1� DRAWING NLIM$ER CONTINUOUS RIDGE VENT 12 7 � 1 X 4 ICAN BUILD, INC. CEDAR WINDOW 12 .-. ...�. ca. CO TRIM I 4 THE IrrW"rMN ON THIS BLUCPRI' IS PROPRIETARY TO KAN KALA It+L ITS 4MAIITIE]tIZED USE ON SALL It PRQIIXTE® IT CEDAR TOP OF 2ND FLOOR WALL RAKE P.v. )TED Ri WILL tE PR12:ECIJTED BOARD '17'--6 1/8' STATE HEADER HEIGHT COLORADO 116'-2 3/8' BASE MODEL NAME TOP OF PLATE 24' D.H. - WIND RIVER 1 X 3 CEDAR SHEET TITLE CORNER 110'-8 3/8' BOARD ELEVATIONS FINISH 2ND FLOUR 11 1 Ll I LJ L L11 I NOTE, 3.83 SO. FT. OF SCALE 109'-1 1/2' NET FREE ATTIC VENT 1/4"=1`-®' TOP OF 1ST FLOOR WALL FLASHING OVER DATE WINDOWS AND 107'-11 1/4' -- DOORS TYP. 9/2/97 / � - CEDAR CHANNEL HEADER HEIGHT RUSTIC SIDING DPAWN BY L.W.L. / DECKS, RAILINGS, CHECKED BY AND STAIRS BY OTHERS FINISH1 FIRST FLOOR FINAL PLANS T.D.T. 11/22/97 IµIYIMT . WTE TOP OF FOUNDATION FINISH SHEATHING, FLASHING GRADE 15# FELT, WATERPROOF /-UNDERLAYMENT, ASPHALT SHINGLES TYP. ICE SHIELD (TOTAL) LEFT ELEVATION 1/4' 1,_0. - 7 - CEDAR - Z FASCIA BOARD 24' 0.H. 1 X 4 -CEDAR CHANNEL RUSTIC SIDING CEDAR WINDOW TRIM a � N p 1 X 4 - - - CEDAR CORNER - BOARD 3 3 DECKS, RAILINGS.AND STAIRS BY OTHERS f REVISIONS: O E 71993 'lowmax.wvr" _ FRONT ELEVATION 1/4' = 1'-0' I�4 I]3 i f \ ❑ ❑ " PROJECT NUMBER 972f326 I N I J yh{�{ P� A4 Hn 0 R GRADE DRAWING NuMKR CONTINUOUS RIDGE VENT 12 -, 7 KAN BUILD, INC. 12 O_"a. Ks I t__W4 co CEDAR "��`•---- 4 RAKE BOARD THE WUPKATMN nn TMTS w.LS"NT CS MENO ZETARY TO KAM RALIL IMC ITS - - t1wt7T+O+TZE6 USE OP :ALE U PRnsa Dl TED DY _ - - - L.AW- VMATEn WELL DE pQ=ELl{TE D TOP OF 2ND FLOOR WALL � 4' D.H. STATE 117'-� 1!a' 1 X 3 0` \ / \ COLORADO HEADER HEIGHT CEDAR 116'-2 /8' CORNER BASF MODEL NAME TOP OF PLATE BOARD \ \ f \ \ / DECKS, RAILINGS, 'MIND RIVER AND STAIRS BY OTHERS _ CEDAR CHANNEL SHEET THE RUSTIC SIDING lIa'-s 3-s' ELEVATIONS FINISH 2ND FLOOR SCALE 1/4'=1'-O' TOP OF 1ST FLOOR WALL DATE 107'-11 1!4• 9/2/97 HEADER HEIGHT j DR.AVN BY L.W.L. CHECKED BY 101'-1 I12' FINAL PLANS FINISH IST FLOOR FINISH T.D.T. I01221 5 Al 100'-0'_ GRADE 097ULS DATE v TOP [IF FDTN. " 1 X 4 CEDAR WINDOW TRIM FLASHING 1511 FELT, WATERPROOF RIGHT ELEVATION UNDERLAYMENT, ASPHALT 1/4' = I'-O' SHINGLES TYP. ICE SHIELD (TOTAL) CEDAR _ FASCIA BOARD / FLASHING OVER WINDOWS AND - DOORS TYP. m m ru m 1 X 4 CEDAR J J CORNER 3 3 � BOARD LUE _j J J DEC ,ANDK STAIRS IBYSOTHERS REVISIONS: CEDAR CHANNEL RUSTIC SIDING arnE.vrrtr�vcn u�m F Eg 1 X 4 HOLD SIDING UP 3'-0' CEDAR FROM TOP OF FOUNDATION REAR ELEVATION WIND❑W TRIM 1!4• T Y-0' r` PR.DJECT NJMAER , t 972826 FINISH G A5 RADE - _ _ 4DR.AV1HG-0-04BER UNION LINE 1/2' DIA. BOLT @ 4'-0' 0 C. ENGINEERED TRUSS @ 16' O-C, KAN BUILD, INC.. CONTINUOUS APA RATED RIDGE 'VENT ow" L Co Ll 7/16' ROOF 2)2x6 SILVER RT-4 c+i Yrrir W i��•. ——- SHEATING RIDGE RAFTER TIE BEAM a 4'-0' O.C. DLL PQINT ES PR oK THIS ENGINEERED TRUSS c TuXAN * L4 PW_ ITS i6' O.C. SHEATHING, FLASHING �U Fuum LSC�]Tj ENGINEERED 15# FELT, WATERPROOF c � u rwATEWS V L � TRUSSES @ ` v a,mL.oTCxs vLti � UNDERLAYMENT, ASPHALT 16' O.C. SHINGLES TYP. STATE 12 2 x 6 / WALL VARIES BASE MODEL NAME 1/2' DIA. BOLT U�� 1/2' BOLTS @ CROSS SECTION 4'-0' O.C. VE 4'-0' O.C. TOP UNION L BOTT❑ BEAM TRUSS TIE DOWN ROOF CONNECTION n n I• = 1.-0. SHEET TITLE DRIP METAL CONTINUOUS SCALE 2x6 SUBFASCIA 2. = V-0' EDGE W/ 1/2' x 6' - VINYL FASCIA DATE R--30 BATT 2)2x3 TOP' =�/8' GYP BOARD 2)2x6 TCP 2/27/98 FRAMING INSULATION PLATES-1 W/ GYPSUM BOND PLATES ANCHOR @ OPT. R-38 2000 ADHESIVE DRAVN BY VINYL 4'-0' 0.C. 13ATT INSUL. Ix BLOCK- - SOFFIT LWL CNECYED BY W-6' R-19 BATT 2x3 @ INSULATION 16' O.C. 2x6 @ aarL�s . an 1/2` GYP BOARD 16' &C.—\ GLUED & NAILED VINYL \-112' GYP BOARD '` UTCH GLUED & NAILED _ AP 2x6 ENGINEERED SOLE FLOOR TRUSSSES 112' BOLTS @ _2x3 23/32' 7&Ci FLOOR PLATE g 2•-0' ❑.C. $"-O' O.C. SOLE SHEATHING, GLUED PLATE & NAILED 2) x12 RI - J ISTS 112' DIA. BOLT ENGINEERED - @ $'-0' O.C. TRUSS @ 2'-0' D.G. 2)2x3 TOP 1/2' BOLTS @ 5/8' GYP BARD 2)2x6 TOP, PLATES- 4'-0' O.C. W/ GYPSUM BOND PLATES—f 3/4' 24x 6 1 2000 ADHESIVE SPACER R-19 BATT 4)2x12 7/16' OSB SHEATHING �r2x3 @ INSULATION JOISTS UNION LINE INSTALLED PER CODE 16' Q.C. REQUIREMENT SHEATHING MAY ALSO BOX CONNECTION BE OPTIONAL r c 2x6 @ co LJ 16' O.C. 112' GYP BOARD LJ GLUED & NAILED 112' GYP BOARD cl GLUED & NAILE 2x6 WALL 0. C] J ENGINEERED 04 ENGINEERED APA RATED TRUSS @ V) I 2x6 FLOOR TRUSSSES 1/2' BOLTS @ 2x3 23!32' T8G FLOOR u'a SOLE @ 2" 0' O.C. 8'-0' O.C. SOLE SHEATHING, GLUED 2 �-0 O.C. -i Y PLATE & NAILED o PLATE )2x12 E7 Rim � • JOISTS `Q REVISIONS: SILVER RT-4 oc*u..rUC.xro c�uo+mo RAFTER TIE @ 4'-0' O.C. o N s FDTN, ANCHOR z a �s MODULE TIE DOWN © y PPO-ECT NUMBER CRSOO��C FEB 2 7 1998 1'-4' 2'-6' A6 -- 'AV1MCi MJMBER t � j ( I KAN BUILD, INC. / f J / J O"r or. IBS • La"WFIL co i YfdAwkwq.CQ ' t / 3'-0 1/2' 3'-0 1/2' TW lWObOATIW Ok TKIS /LUE.PRIM IS PRORIETARY I l J TO KAF1 31 M U WC. ITS UN W Tr-MttZED USC CIR L� I V ICL AT CRS W" BE P*=CUTE0 ! STATE I � sasE MODEL-NAME - CD DECK 'A' DECK 'B' • -� (u J WIND RIVER cd `* t &MEET THE cn STARS SCALE 3'-2 112' 3'-2 1/2' 112' = 1'-0' Iq DATE lo 2' 2/27/98 DRAVN RY / an- 3/4' PLYWD. L.W.L. HANGER W✓ a 12)84 NAILS �6 XN / 1MfnA&I CAI( • (y) / CC) \ f \ Ln In 4,_0, 9' r `� i n 3/4' TREADS U') , �` & RISERS C) 0° ci u") (4 cy- 3)2X12 • m STRINGER/ co m � . // \ I 3/4' PLYWD 3/4' PLYWD 1 1 DECK 'A' ,/ �` `�' DECK 'A' 3/4' TREADS zo J • \ & P.ISERS zo 3/4' PLYWD. 7' ' HANGER W/ , m� 3'-10 1/2' � � 12)8d NAILS :;r � L.J LLI � n 3/4' PLYWD. HANGER W/ 3)2XI2 u') 12)8d NAILS STRINGER 3'-0 1/2' '-5 15/32' r` � 5'-5 31 3 2' \ (n / 1 1/2' TREADS / TYPICAL C3 \ / Q' •_ •_ \ \qy�� " REVISIONS:Q 3)2 X 12 Q \f( y s�*wv..a.Irate O. PT STRINGER 3/4' PLYWD 3/4' PLYWD 1 1/2' TREADS �-- DECK 'B' z DECK 'B' % TYPICAL \ - 1: �•. ra t~7 cn, vtJ PPOJECT "BER \ //t 8661 L 03J 11 Z 3/4' PLYWD. A HANGER W/ 3>2X12 7 STAIR DETAIL 12)84 NAILS STRINGER 1/ = 11-0# DRAWING NI.W BE R KAN BUILD, INC. O"r. CltF• KS CO u� TK lWM"TID4 OFF THIS 1LUEF'RINT IS RRWRIETARY TO xM w7L3 IW— ITS UkAUTNCRTIED USE on SAl2 IS AdOHIyTTEC )T LAW. VMLATERS WILL X VRMCCUTED STATE TEASE MCDCL NAME SHEET TITLE FINISHED BASEMENT ST 9'-6 I/4' MIN, FRAMED OPENING SCALE 3/4'=1,0' 8'-3" MIN. PLYWOOD OPENING DATE 2/27/98 DRAWN ET 2' PLYWD LIP 2x12 FLAT LWL FROM 2x12's CHECKED BT pi;r4YS / WrE 2)2x12 ( 2) 2x12 3/4' THE D & RISER 3/4' PLYWD HANGER \ 12) 8d NAILS THRU HANGER INTO 2xl2's �l..J Q 2 v0 _ HANDRAIL - 3) 2x12 HEIGHT STRINGERS x 13 TR 9 - 9 9 FINISHED BASEMENT STAINS REVISIONS: F A flP0_ECT N,1HBEl4 STRSI4TF A8 ppWAVING hN.NRER KAN BUILD, INC. *d..w, m •.ft #5 TtC D4QP? A.TTW W THIS GFr #5 1LIJGRIHT IS PQSJPRMETARY #9 #10 SlJ7"LZEB USE ORS W SALE IS PRONUDTTCD NY LAW. YEELATERS WILL X ►RISC W T[D PB M4WRAL GAS s �0' NE -A GLEE T KNEE GPI 42' FIREPLACE I I (BY OTHERS) I � SPACE GFr — — — — — — — — :TATS 10 1 #5 #5 :Sari E `� �J P-CAM TOP o I COLORADO o #13 sasE MODEL CD 013 #12 L #13 BATH I � + I WIND RIVER B/Pc TITLE {B/PC #13 lst FL❑❑R #13 WH OO ELECTRICAL n #� SCALE #b ° OPEN �� _ 1/4'=1'-0' TO ABOVE DATE #1 #12 #6 # 10/21/97 I RCPT FLOOR #6 #13 +� #12 DRAWN BY JWA LIGHTS/FAN ON 2nd FLOOR CHECKED BY # #2 #6 %DROOl #1 LIVING ROOM 45• Al . / c,Fr - SA 12 --#12 FINAL PLANS +� #12 ' T.D.T. 10/22/97 #12 1 #2 #4 #6 RUT;ft S DATE 11 # + # I 16 O 4-+ #3 ffi+ OPEN R/Pc TO ABOVE I TCHEN — — — #12BiPc 0 I # #lZ 5 G � # #6 248 Dv �- -� BI2 o `SA' D 7 #12 _ 9 L VIEW r 2 #3 lA1B #3 L #5 USE 1996 NEC PANEL SCHEDULE 200 AMP. ELECTRICAL NOTES CIRCUIT WIRE SIZE CIRCUIT DESCRIP. CIRCUIT IRE SIZE CIRCUIT DESCP.IP, d WIRE F❑R MICROWAVE IN LIEU OF RANGE HOlOD IA IP20A 12-3 DISHWASHER 2 1P20A 12-2 KIT A DOORBELL TRANSFORMER co 1B IP20A DISPOSAL/LIGHTS -0 1P20A 12-2 MICROWAVE d WIRE FOR TRACK LIGHTING u� 3 1P20 12-2 KIT B 6iP20A 12-2 BEDROOM #i � GF1 RECEPTS IN BASEMENT � 5 IP20A 12-2 LIVING ROOM 8 IP20A 12-2 BEDROOM #3 71P20A 12-2 BEDROOM #Z 10 IP20A 12-2 BATH WIRE FOR TDE KICK HEATER 3 9 IP20A GFI 12-2 WHIRLPOOL 12 IP15A 14-2 GEN. LIGHTS J 11 IP20A 12-2 BOILER 14 LP30A 10-3/WG DRYER 13 1P15A 14-2 GEN. LIGHTS ' 1st FLOOR ELECTRICAL PLAN REVISIONS: 15 IP20A 12-2 LAUNDRY 16 P50A 6-3/WG OVEN 1/4' = 1'-0' � arTS.yriT.enn>a�JOo c a PROJECT "BER 972826 E I KAN BUILD, INC. DYE. ar,. KS • L-tWea.CO TT+C tWUP"ATICN CN THIS ILtEPRINT IS PR.IMD=TARY Yo Km BUILD. INC. ITS VcVlTHDRIZED USE OR SALE CS PREBIIBITED IT -- LAV, VULATERS VtLL BE PRMECU TE D BATH } i VATS a 1 N�o #2 s #7°° 7 COLORADO BASE MODEL NAME WIND RIVER BEDROOM #2 #7 SPEET TITLE OPEN TO BELOW 2nd FLOOR #7 ELECTRICAL 7 , SCALE DATE #12 i i �'A #7 47 IO✓2ll97 #12 i$A I-� DRAWN BY - - - - - - - - - - - - - - __ - - — — _ _ _ � JWA — — — — — — — — ° "\ — — .� — F #B CNECtED BY SA i FINAL FLANS /// i \\ -�� T.I .T. 10/ OPEN TO BIITIAL: DOE BELOW � � sAK #14 #8 -• J 4DATH #3#15 t B DROOM #3 / #2 #8 x #$ GFt #8 USE 1996 NEC PANEL SCHEDULE 201 AMP. ELECTRICAL NOTES CIRCUIT WIFE SIZE CIRCUIT DESCRIP. CIRCUIT IRE SIZE CIRCUIT DESCRIP. Q WIRE FOR MICROWACE IN LIEU OF RANGE HOOD IA IP20A 12-3 DISHWASHER 2 lIP20A 1 12-2 KIT A + DOORBELL TRANSFORMER cl) u 1B IP20A DISPOSAL/LIGHTS 4 IP20A 12-2 MICROWAVE _ GF1 RECEPTS IN BASEMENT 3 IP20A 12-2 KIT B 6 IP20A 12-2 BEDROOM #1 3 5 IP20A 12-2 LIVING ROOM $ IP20A 12-2 BEDROOM #3 WIRE FOR TOE KICK HEATER 7 IP20A 12-2 BEDROOM #2 10 IP20A 12-2 BATH ( FLOOR ELECTRICAL PLANT 3 3 9 IP20A GFI12-2 WHIRLPOOL 121P15A 14-2 GEN. LIGHTS v4• = 1r-01 11 IP20A 12-2 BOILER 14 2P30A 10-3/VG DRYER > INDICATES PER CUSTOMER REQUEST 1P15A 14-2 GEN. LIGHTS ' rl REVISIONS. 15 IP20A 12-2 LAUNDRY 16 2P50A 6-31 WG OVEN I I I Y P y PROJECT NUMBER 972826 E2 DRAWING NUMBER KAN BUILD, INC. THE WURNATKIN OM THIS ILLEPRINT IS PROPRIETARY TO KAN RALL WC. ITS h1uuTWWtZCD LMK OR SALE IS PROHIIJITED 3Y - -- - - - - LAW. VTOLATCRS WILL IE PffiECUTED 1 cBY p SPACE 4' BASEBOARD NATURAL GAS ' 12' BASEBD I 9 � � � ANGLE � � — — — — _ — m — — — — — 42' FIREPLACE — J ! I II RE R STATE IV I z P-LAM TOP I COL❑RADO ZDNE»I I I PL ZONE»5 ZIP» !$ I BASE MODEL NME 20NE»2 - L Tp r I ZONE 43 3' B BATA 1 f BOILER IN BAS ER zQNEM4 , o WIND RIVER — — b 2' BASEBC I J ZONE 45 TpWK,IC�4 SHEET TITLE 7nNr iti T » A 1st FLOOR W ZONE 42 ZONER4 PEN p° WH'I LPEIOL HVAC PLAN 0 ABOVE n SCALE W w DATE 10/21/97 DRAWN BY JWA Cr�CK.ED nY y UVING ROOM � ' B1e BEDROOM #1 FINAL PLANS W N — — T.D.T. 10/22/97 Iq iusT r DATE d i Gi � ' a 0 g PD h — — KIN EN M i 4 OPEN � TO ABOVE i in N m SL P Y 3 24248. Dy IC 1 B12 fn 0 10' BASEBOARD Em 8' BASEBOARD FULL VIEW P { i 3 WATTS »30 EXPANSION TO BASEBOARD TAW WATTS AUTOMATIC RADIATION AIR VENT v4' HOT HOT II! COLD FROM BASEBOARD WATER SUPPLY WATER RADIATION ZONE ROOM co co SUPPLY DIELECTRIC UNION 01 LIVING R M 41 KITCHEN v�o 0` #2 BEDROOM #1 #2 BATH #1 fu 1435E #3 BEDROOM #2 J � 4' FLIP Iiz• GATE auto BIB q4 BEDROOM #3 3 VALVE FILL VALVE 314' BALL BASEMENT J TE VALVE Ist FLOOR HVAC FLAN •, F, GATE VALVE DIELECTRIC 1/4' = V-0' �� a �l� ss� s. (� !y r.• REVISIONS: UNION . k OirLayir,wVA.RX �y TACO 007 COI CIRCULATOR AIR 1 i PUMP VENT `LAG IN HOSE ` BIB GV-S BOILER BOILER PIPING SCHEMATIC 2 7 1998 PROJECT NUMBER 972626 I ?l DRAWING NUMBCR KAN BUILD, INC. Deep) CRT. KS • ia..IO d. CO ra+.�erK,ca THE D40Fn"TIW DN THIS DLilEPRIPfT IS PRN"XIAPT TO KAN SUILIL IHE. ITS LwAiTHEIPIZED USE OR SALE 13 PQS7HISIT£D AT ---_ -.. LAW. VILA'TERS VILL, !C PPQSCdIED 1 I I i I QI 8' BASEBOARD I STATE i I I I 1 COLORADO SLpllL ' I ZON� N� BASE MODEL NAME O W I WIND RIVER V1 Q � R� DC OZONE 13 m SMLET TITLE BEDROOM #2 2nd ELOQF i HVAC PLAN SCALE DATE BELOW OPEN TO I 10/21/97 BBL DRAVN BY _ __. _.. — _ — _ - - - -- - - - - - - _ JWA — — — — CHECKED BY I F — I I xwl a� �QI _ / I L — A p FINAL PLANS _ T,D.T. 10122197 DQTW.S i DATE / { A o ONE 14 T BEDROOM #3 J � I // { BATH c OPEN TO { — �1 F / BELOW / { iin f J / 4' BASEBOIRD i y L7� Co V3 Q' ^. (U J � 2nd FLOOR HVAC PLAN 1/4' = 1`-0' REVISIONS:Q P L VE B 2 7 7998 PROJECT NUMBER 972826 M 2 /J DRAVM HYMBER t �— KAN BUILD, INC. coup ml. i5 Lff dw f,W M rrr+w 6—m!rte TW fl M00AMN ON TM$ ILL4EPNINT IS f ROMETMTY 7f1 ww PUILA INC. III Uk'"FTI T<tIZEO USE OR 5nLL J5 V9�IiITED 1k ELECTRICAL LEGEND ELECTRICAL NOTES � ".03SEUUTEEDYdRS +ttLL DWV PLUMBING PARTS LIST SYMBOL DESCRIPTION 1. CABLE TYPE, NON-METALIC CONDUCTOR TYPE COPPER 1 1 112' PVC PIPE 141 1 112' 90d ELL BASE +OML NOE DUPLEX RECEPTACLE WITH GROUND 2 2' PVC PIPE 42 1 112' 90d STREET ELL SWITCHED DUPLEX RECEPTACLE 2. SERVICE AS PER PANEL SCHEDULE, 3 3' PVC PIPE 43 2' 90d ELL S>£ET TITLE GROUND FAULT RECEPTACLE 4 1 112' COUPLING 44 2' 90d STREET ELL LEGEND 3, GROUND FAULT, USED IN BATH, KITCHEN, GARAGE , SCALE WATER PROOF GFI RECEPTACLE & EXTERIOR 5 2' COUPLING 45 3' 90d STREET ELL 240 RECEPTACLE (RANGE/DRYER) 6 3' COUPLING 46 1 1/2` 45d STREET ELL DATE CEILING FIXTURE 4• WIRE SIZE. 18-2 FOR CHIMES AND DOOR PUSH BUTTON 12-2 USED IN KITCHEN/DINING RECEPTS. 7 2'x 1 112' REDUCING BUSHING 47 2' 45d STREET ELL 3/95 -- KEYLESS CEILING FIXTURE AND DISPOSAL 8 3'x 2' REDUCING BUSHING 48 3' 45d STREET ELL mAv" pT PULLCORD FIXTURE 12-3 USED FOR ELECTRIC 3-WAY SWITCH 9 3' ROOF FLASHING 49 1 112' LTTY M.L.P. AND SMOKE ALARM Ct£CKED BY Q RECESSED FIXTURE 10-3 USED FOR CLOTHES DRYERS, WATER 10 4'x 3' CLOSET FLANGE 50 1 112' FLEX COUPLING HEATER, AIR CONDITIONER FAN/LIGHT COMBINATION 12 1 112 f XLS 90c1 ELL 51 2' FLEX COUPLING 6--2 USED FOR ELECTRIC RANGE, ELECTRIC - WALL MOUNT FIXTURE FURNACE 12 2' XLS 90d ELL 52 3'FLEX COUPLING FL❑URESCENT FIXTURE 5. MAIN PANEL, 200 AMP 13 3' XLS 90d ELL 53 S SINGLE POLE SWITCHED 14 3' 90d ELL 54 3'x 1 112' REDUCING BUSHING MT�% IMA.L S2 TWO WAY SWITCH 6. MAIN PROTECTIVE DEVICE= 200 AMP 2 POLE BREAKERS 15 1 112' 45d ELL 55 S3 THREE WAY SWITCH 7. TESTING PROCEDURE, PER NEC 1996 16 2' 45d ELL 56 2' ROOF FLASHING S. FOUR WAY SWITCH 17 3' 45d ELL 57 DISHWASHER HOOK-UP ST TIMER SWITCH &BRANCH PROTECTIVE DEVICE. 20A TO 60A BREAKERS 18 2'x 2'x 2' LTTY 58 1 112' ROOF FLASHING SD DIMMER SWITCH 9. SWITCHED FEED WIRE FOR LIGHTS OVER STAIRS, 19 3'x 3'x 3' LTTY 59 3" CLEANOUT FITTING THERMOSTAT SECOND FLOOR, AND BASEMENT INSTALLED IN PLANT, 20 3' DOUBLE SANITARY 60 3' PLUG LIGHT FIXTURE FOR BASEMENT INSTALLED IN FIELD. 0 RANGE HOOD/BATH FAN 21 3'x 3'x 2'x 2' SANITARY TEE 61 2' PLUG sn SMOKE ALARM 10. SMOKE DETECTOR WILL BE LOCATED IN BASEMENT 22 1 112' SANITARY TEE 621 1 112' PLUG c1, CHIMES WITH SOUNDING DEVICE NEAR SLEEPING AREA. 23 2' SANITARY TEE 631 1 112' TRAP ADAPTOR 0 DOOR BELL 24 3' SANITARY TEE 64 3'x 3`x 2' LTTY AL TELEPHONE JACK PLUMBING NOTES: 25 3'x 3'x 2'x 2' WYE 65 2'x 1 1/2'x1 1/2'x 1 112' DBL. FXTR. CABLE TELEVISION JACK 26 1 112' CLEANOUT FITTING 66 PANEL BOX 1. ALL DRAINAGE PIPE P.V.C. SCHEDULE 40 UNLESS 27 3'x 3'x 2' SANITARY TEE 67 3' DOUBLE 45cl WYE ALL HUB -}-- 2 CONDUCTOR OTHERWISE NOTED 28 2' DOUBLE SANITARY TEE 68 -- -- 3 CONDUCTOR 2. P.V.C. HORIZONTAL PIPE SUPPORTS AT 4'-0' O.C. 29 69 C7 n sc. AIR CONDITIONER DISCONNECT MAXIMUM FOR 3' DIA. PIPE, 3'-0' O.C. MAXIMUM FOR 30 1 112' P-T RAP 70 4' PVC PIPE t+B-'P BASEMENT PULLCHORD FIXTURE 2' DIA. PIPE OR SMALLER 31 2' P-TRAP 71 tSN' BASEMENT SMOKEALARM 3. ROOF STACKS TO BE 6' MIN. ABOVE ROOF PLANE. 32 TUB OVERFLOW 72 4`x 4'x 2' SANITARY TEE 2'x 4' BOX LIGHT _4. ALL COPPER TYPE `M' UNLESS OTHERWISE NOTED 33 1 112' CONTINUOS WASTE 73 4'x 3' REDUCING BUSHING EMERGENCY LIGHT 34 3'x 3'x 2' WYE 74 4' 90d ELL M EXIT LIGHT 5. STRAPPING 3/4' WIDE MINIMUM. 35 2' CLEANOUT FITTING 75 4' WYE d HEAT DETECTOR 6. ALL CONNECTIONS AND MATERIALS BELOW GROUND FLOOR 36 1 1/2'x 45d WYE ALL HUB 76 4' ROOF FLASHING O PULL STATI❑N ARE TO BE COMPLETED ON SITE. 37 77 FIRE ALARM CONTROL PANEL 38 2' 45cl WYE ALL HUB - 78 7. PIPING AND FITTINGS FOR CONNECTIONS BETWEEN FIRST FLOOR/ SECOND FLOOR, 2ND FLR/ROOF ARE 39 3' 45d WYE ALL HUB 79 SUPPLIED AND INSTALLED BY HEARTLAND HOMES. 40 2' DOUBLE 45d WYE ALL HUB $Q cr ILLINOIS ADMIN, CODE (SECT. 890) ILLINOIS PLUMBING REQUIREMENTS ff DISTANCE OF FIXTURE FROM VENT WATER SUPPLY PLUMBING LEGEND 1. VENTS THRU ROOF TO BE MIN. DIA OF 3' a a T SIZE OF FIXTURE DISTANCE OF TRAP AND TERMINATE 2 LEAST 12' ABOVE ROOF, A DRAIN TO VENT 112' PIPE N 2. VENT TERMINAL SHALL BE MADE WATERTIGHT B 3/4' PIPE O Li/4' 2 FT. 6 IN. WITH ROOF BY PROPER FLASHING REVISIONS.�� 1 lf2' 3 FT, 6 IN. C KITCHEN SINK MIXING VALVE P 2' 4 FT. 3. AS PER I.P.C. SECT, 890.1720(G,H,I) HORIZONTAL. D TUB & SHOWER VALVE Q € , DRAIN PIPE SHALL BE INSTALLED WITH THE E VANITY MIXING VALVE R 3' S FT. FOLLOWING SLOPES. 4 4, 6 FT. F 112 STOP VALVE S 112' BOILER DRAIN VALVE �� � 1 - PIPE SIZE MINIMUM SLOPE G 3/4' STOP VALVE T WASHER BOX LAi + 3' OR SMALLER 1/4' PER FOOT H T & P RELIEF VALVE U LARGER THAN 3' 1/8' PER FOOT I TUB VALVE V MIN. VELOCITY WHERE CONDITIONS PREVENT REQ'D J HOSE BIB (SILL COCK) W ►RQ.ECT NumBER MINIMUM SLOPES SHALL BE A COMPUTED VELOCITY KI DISPOSAL CONNECTION X LEGEND GREATER THAN 2 FPS WILL BE ACCEPTABLE Ll SHOWER MIXING VALVE Y FE5 2 7 1914 4. CLEAN❑UTS PER IPC SECT 890.740(b) M OVERFLOW PIPE Z AViNG MIfBEfZ SPECS, , rL. � ., J9410 pua} suallem;loads 'sutld pies u+; ;io1aa ;o uojjolill0a � AMD FU a AUDI IL 8th; UuambaJ Ja;;eajagj Ulo1j I oigo �i 61"r`1 _'I;i JU3AOid jou l `= �r a 0145, sje7 1BjlU pUe sU:i .z3 j ' ::3 l I ! l E o 83alssi ;^ I< rrUE U 10 a oa S141 j o suclVAOJ 10 A " ',s S1CAoldde U UL 10 'Jt} '$ a, I!w1ad e G G? 1t'{I.Ia..ul}� eq,, au'i r? l .-. cuom1 oijjoadS - pug SU1:Id j0 lenoJdde 14 s jn C�u6+;y.!L .:n- �)aulnssl aqy ' RAItTON-MCEVOY n n c It I r e c r s 1 jjuuad 10 rRD�fGt CORCEPTS•NtSIO NE;ts RI'.510401010•f.tiliPORAlf OtSIGN b I, � ( B54 Pear!51..Dpttltlt±r,CO t)p392 E] pa;�OJd44t �� (103)443•4353 FAX 443-5535 / 0.Ncuc t30 Ava�+.CMa+ado BS657 Ua3ld %`�ra f} r! �_„j,1. a... ;,_-'. i 1393)949-5595"FAX 0.10,1315 el- j+. WLL1Q;J lk811 jo LtMO a sh a - �- - - .. -L. Uj Uj (0,7 1 J ;ate 1 r>•? cc U J - - 0 W 4� r i 11.1 W 71r, 0 i J : . me Nuke" \ j X I -. Pt�+VT: E x`$ L9P6P*, W T t S HR.U- Sa�TS( 1$ 5 if�6G l��L C•i 4 w'. !_1 - ; , , X � �� � ,I oArt: O�AAAtp"r�m�CdA,�3y� E t�flCC`ryam PL 4N1y Jam\ DRAWN NGRM k cr+Eacsa Cr IQ BF-Am TO POST' suue 4-' O rl TH P-0-BO-T'S. I I REVISIONS 1'. wlREVISIONS ogre DRAMA BASEMENT PLAN _. Copyright ® All rights reserved. These casiuns are not to be used Or reproduced wholly or In part without - f I ` T' written permission of RMA. Do not ons an sitderaw nqs. Yerity all dimensions " L The drawings are not to be used for construction until they are Initialed as checked by flhAA. i tT � `r 1 rl � •.ice''4o�y� � •/ 1 RAILTON•McEVOY A It C HI T E C T S AD i 1( C7 PROJECT CONCEPTS•RESIDENCES RfSTORAT10N-CORPORATE DESIGN 954 Pearl St.,Rnulder,CO 8031 �xGn 1303`443-4353•FAX 443-55 - _ - P.O.Box 430 Avon,Colormt 816:r �_ -- - .- -- (303)949 5595•FAX 949-1315 Lu It 00 Li eta —— — ZIP Cr av 4 UL A N SECTION A-A Lu Lu p > LL! LLI z Q � ,� oc I rr TNRl1'-Boa 5e 1(0 lr LU STA6Gt~RSD 3 o"( /`l1ItJ . CoNG WAL_L ykBoUa FIN FIE - G�-fLG6fN�CAV (��`-FLI'2T° F5�A.11?1 SJkAKL)tJLUS2-6 Tvpr�Aa�,6X12, PECK 13M(I_€r-I N) �` �� D �� X98 LE Xg'S @ I�ot" �' l3 1 q. ?� V 1 s LV[ 74 � l -� fi�,4T 00S 3 2 ( � S� rlfRC7°Boy�5 GARAGE H EAbEfY / Y11� -pipe ?ICJ DRAWN rx>rinr GIrECKEU r�r^ VVt.,,. I kJ\P � Sic AIE B Coe-, - 4-O s DATE DRAWN ^[ FlEYISIpn5 SF-E �} rA I L S1N1f 50N C-5A rte �����.-• � If GONG. f�I'� ►1. EZ 0(� F`E IUD �taR i�� 7Nr r�(11� Al SECTION B-B F -VN�>A\T_1"0J A) rVLt- HT_ JEF- Copyright 0 All rights reservorl. ©V �U�1G'TZt'�Il� aF (VAI-1, 1"0 Theso designs are not to he usud or roprodtlCed wholly or in part willloul wrillon permission of RMA. Do not dimensions on l scale "Isi ravings. Verily all d f p � The drawings are not to be usod for T 1�\S � conslruclion unlit [hey are initiated as chucked by RMA. KRM CONSULTANTS, INC. � STRUCTURAL ENGINEERING AND DESIGN. �' Y 'L' - - P.O.80X 4572 aD „ --2rr6 1970)949-9381 1 (j VAIL,COLORADO 81668 FAX 949-1677 dwL 3 RAMON-WEVOY A Fi C tl I T E C T S - PROJECT COMCEPtS•RESIDENCES RESTORArtM•CORPORATEDEVSN 954 Pert St-,8DOh4er,CO 80302 9� I � • ,x II �,d f,� ;� _ (•,�I� (303)443-4353•TAX 443-5f r `Y P,O-em 430 Aeons,Cerlri*+o 916` 3031949 5595 FAX 949-13"i J — i l _ _ -- -- r rlll�" '1 _ tff 4 FOOTING SCHEDOL-E XF'-b" k 1'-c: wITH Lu ' y -C" 57ACH WRY � ' i W E�. li yC �1-�`i`+�J'tTR �5�# �1� cr. `NI AY r , 3 -0 II ��°-011,f1—01j WETH(4 ! _ k r 0 00 — r I , `J uj LLJ ! W r- 4" CONCRETE SLAB ON 4" CLEAN GRAVEL ,. 9 ��; - ', �t�', :; — BASE ON UNDISTURBED GRADE OR COMPACTED 'STRUCTURAL 'FILL PER SOILS ENGINEER. REINFORCE SLAB WITH 6x(5 z W1 .4xW1 .4 WELDED WIRE FABRIC 1 v THROUGHOUT- PROVIDE 1" DEEP SAWN OR O i I' Q TOOLD CONTROL JOINTS AT 15' " � M MAXIMUM SPACING EACH WAY. 91 ', Etom_ UJ DATE f II o"wNwG 1 M E T L- , °� bUND�1 IDN DI ' P ! [5,/ SCALE a A -TYP. ti. ��`�` REGIS EiiiP,.� 121,95 COAICRETE PIER `) `'f , g! 2P .....,, 1r REV4Si0fr$ DATE DMwi� WIT-" ���#.�1'S r t?L-I+ ! c;2 i � ��vC`�`�'�� R' tiF�• or- I r ALAN NOTES (� I, 1=I_irvA��'lo1JS a�' Co4JCA.F�T1r !�Iarv�RTQ1J '�`-�M�NTS iiJD1Cf�"tiD t�1.1 QI,-Ah} T�� T.Q. AI• Tiop op COKCRE'T'E WAI^I_ -f 0-F. = TOP OF f!34.1Lf�9tTE Fot]1rtNCr 1f kt s>; =[Et1PcT10i+1S RE!_A- � TQ 100+—O PAS A 'R; IJCF- '�Vlt i0�J AT�E hoop G 1�t� >, RED=LEC'r ArCYt�>rl� -1TE ><,� vpTlo►J5. PLAN w 1J. 1�1 pT1Y�. Ttleso{an � All "01 IQ reserved. FOUNDATION � '�J o STEPS IM Top OAF Clot (CPZ C A Irepto designs wholly or 1a par[u ilh or ��11 w �-I-�� ��(�1��„ roproduCed,t+liclly DF in parr witlloul po'1`I►)6 S App CECJTE EG � '�E�T�1 �J►3Gr 14k� r"°�•L.S Vet ESS written pornrlssiDn©l RMA. L �I r Oy �� � Its Do l scale the drawings. Verity ail iTFtIG ptF��' CQI� iJtJO{�S ifJC7(113GS }. ti TtIC X ail '+�f IDS ilt�LirSSI) dimensions on site f �� noO WA , 'S A � The dcawings arl not to be used for "T c0nSlrucllon tAntil they are initialed as checked by AMA f7 hbT 5Q-IwE D AW I O US• a } • ^ Z t LL. 1 ! { ►-W 5 .yrt.....>,.....,.,m.•x•�...��...,,xh..-.--.s.,y7�er-"..�... ... -�. :..•- ..�-:-� `,•-. 'Y,.r .. - J .U•�,.,.� _...� 01 F sqijc("44;�a.r�.'A +cawv +w.a�w+d.. - r r - --- - y SEAS. I WM ti ............ , t T b L, • i f v,. y✓ti ' d t. 4 f � • i wse� L • LU 14e- Af 19 is , . i SIDE DA L111911— ma c. r�� w�ST G�' ' , - �.' 'J, 1 f "gam 77 ._.+.. t � 0 ��-70 � 3 �� �--•. 5 33 -M f a o L o Lu fr In! SHEET y } 4 F 0% a wl u o U U. 0 z • � w P p � u r� ti , xl o �6 / �`+ ✓r SEAL i by X-L- 7 + r Cl } / Ji �X lye s _ y { L • s X I r/ Co { 1F PROJECT NQ. 2002 ISSUE I D A TE i I _ --�gi�✓�'�"G�J�� �� � �'�✓ ��E���j 711 SHEET i N • 4 W A > U CD e v vs F-� O oe w `` ' •'`° aL 1� V N SEAL o ,r sue. 6//v 4��,-z , — LLI CA A NN r -5 Z7 s a fl PROJECT NO. 2002 1-55UE DATE i f —R-0 2 i 4::� - 'y r FROM : FAX NO. : Jun. OG 2003 09:49AM P2 Improvement Survey Legal description: Lot 268,Buffer Creek,Lot 26,A Resubdivision of Lot 26,Resuhdivision of Buffer Creek, according to the recorded plat thereof,Eagle County,Colorado. I hereby certify that this IMPROVEMENT SURVEY was prepared for Town of Vail Building,Inspector,that it is not a land survey plat or improvement survey plat, I further certi F that the improvements on the above described parcel on this date,June 06,2003,except utility connections,are entirely within the boundaries of the parcel except as shown,that there are no encroachments upon the described premises by improvements on any adjoining premises,except as indicated,and that there are no apparent evidence of any casement crossing or burdening any part of said parcel,except as noted. vG-�• z�3 � 1�d •er PLS'23 •n Bate = 23506 Notes: •�r��'' 0411 Platted easements are shown. Address: 1987E West Circle Drive Lot 25 N 80°3822"W -� —, s'Utility Fas t 61.45' Pin and cap �6s S 09 021'38"W,11.01' Lot 26B 0.1059 Acres c� aged e, a N-23 021'34 'p1' [A • house o R=125.00' �,' Lot 26A , s L=50.96 � rig s" ate' . CA w garage v paved daveway "; So ny ,5 a 240 z N 1;6 0 11'4?"E i' Dae^3raa• I R=t3S.OP` ni ° 36.39' t Efl5CIr1C6t fi. L=1813' � Stility,&g w Ames 9, J ctnact> ' pin and rap g 53.0°' a ae•+t'er w N Lot 27 W E Scale I"=20' Note: According to Colorado law,you must commence any legal action based upon any defect on this certificate within three years after you first discover such defect. In no event may any action based upon any defect in this certificate be commenced more than ten years from the date ofcertirication shown hereon. Leland Lochner PLS 30946 County Rd,356,Buena Vista,Co.81211 (719)395-9160 FROM FAX N0. : Jun. 06 2003 09:49AM P2 Improvement Survey Legal description: Lot 26B,Buffer Creek, Lot 26,A Resubdivision of Lot 26,Resubdivision of Buffer Creek, according to the recorded plat thereof,Eagle County,Colorado. i hereby certify that this IMPROVEMENT SURVEY was prepared for Town of Vail Building Inspector,that it is not a land survey plat or improvement survey plat. I further certify that the improvements on the above described parcel on this date,June 06,2003,except utility connections,are entirely within the boundaries of the parcel except as shown,that there are no encroachments upon the described premises by improvements on any adjoining promises,except as indicated,and that there are no apparent evidence of any casement crossing or burdening any part of said parcel,except as noted. Date Leland .� ter PLS 2 'J' '. 235OO Notes: .••�• A! Ltd �~ Platted easements are shown, Address: 19875 West Circle Drive Lot 25 N 8003822"yIr `� $'U81rty t 61.45, pin and cap •� �6s �' S 09"21'38"W,11.01' S ti LOS: 26B 0.1059 Acres ca shoot _ w to _ "'- 20.3' 123021'34'" Lot 26A `c' y �o�' f9�. lx,ase Q R=125.00' C7 —j ark y L=50.96" 2.0' _-- 18 a .9 e� r r2a e'.—.—-- �• C CD o pad , (jl P i paved dnvcway Zap a 69 YY 2 N9 -11'47"F ' R°115-60'-W wl 3639' It;as at LAIM g AGGGSS,Ulitity,& rroachmen a.` pin and rap 53.0 $ga•1t'4T W N l�& Lot 27 W E Scale I"=20' Note: According to Colorado law,you must commence any legal action based upon any defect on this certificate within three years after you first discover such defect. In no event may any action based upon any defect in this certificate be commcnccd more than ten years from the date of certification shown hereon. Leland Lechner PLS 30946 County Rd,356,Buena Vista,Co.81211 (719)395-9160 FROM FAX N❑. Jun. 10 2003 07:50AM P1 Improvement Survey Legal description: Lot 26B,Buffer Creek,Lot 26,A Resubdivision of Lot 26,Resubdivision of Buffer Creek, according to the recorded plat thereof,Eagle County,Colorado. 1 hereby certify that this IN PROVENfENT SURVEY was prepared for Town of Vail Building Inspector,that it is not a land survey plat or improvement survey plat. I further certify that the improvements on the above described parcel on this date,June 06,2003,except utility connections,are entirely within the boundaries of the parcel except as shown,that there are no encroachments upon the described premises by improvements on any adjoining premises,except as indicated,and that there are no apparent evidence of any easement crossing or burdening any part of said parcel,except as noted. ,Al Date Felantlxec U0 Slti 3J o .� Notes: }'�,��3`L71 A.t •••r,y�c 'r,l11!!1{IAY 114.1,r Platted easements are shown. Additional ties. 06/09/2003 Address: I987B West Circle Drive Lot 25 N 80 03822"W 110ty EASe tit 61.45' pin and-p f6s S 09021'38"W, 11.01' Lot 26$ 0 z 0.1059 Acres 2s:s' yea za. 20.3' a s Lr23 021'34" Lot 26A s �p r �y3 hau9c a 8-125.00' r+ �► 2.0 70-0' L=50.96' 3� p,� CD step � t CV g p cal+ w €: pavoddriveway C' oo k, - Qi z N 86°11'47"E �' Acs°sras O 36,39' cntFat.� r-rs.ss t3 4 ACCM,utility,8, Q9fl ` sa orr pin-d`p s B6'11'4T W N Lot 27 W E 5 Scale 1'=20' Note: According to Colorado law,you must commence any legal action based upon any defect on this certificate within three years alter you first discover such defect. In no event may any action'based upon any defect in this certificate be commenced more than ten years from the date of certification shown hereon. Leland Lechner PLS 30946 County Rd.356,Buena Vista,Co.81211 (719)395-9160 - t , Sao LC C o � z EU:; w . C) Z , 0 4 z. ,' cz Go 4 SEAT. 00 LH w 5 } �f !• .� (('A fir' Y,S ,{ � { � � Y /per 6 �✓ � �1f "may �� • - � ;.�; . ,, - tis- �,,:.:-�_• �,'�-.�:+dam-- � r .�' � I - p / r L..rl✓L�/1/ G�'77- LLI klu wl _ df iii ii F a a PROJECT NO. -.. 20®2 y 0 ,r"co 3 s'-z6'-oz Gx�srr�G r•�r.� --- E f 1 SHEET i O N N z M ; W) O ou A Rip C lry � e SEAL a i ! r, Tf e Iv -j v 4 j* 1 i LLI p r i11 �, •v Z7 `` ._ rP TT J/+✓� oof ca 14j- T4 to Li � � 4 t 4 t t ` e5c 7- - 4.16 lot 7 cl 1 10 PROJECT ND. I55UE DATE s SHEEN' t r z uj o � Lu cs cc k U 99 0 I � SEAL vi 40' PC Y 109 f s f - 7.9 c. 7 Zib . C ry _ r leo " b F F f .off/ 2002 { �,�' - Zx 1 Z 1�I�S�'E.+�_. _.*�,f �L�C�..c� !' -r' �. _ wi{ _ r' ISSUE i 'DATE I z4-f, 4 • 1 ' a r - y > cps 47N z i z , p p � z a o o f-rt, -- ----- - -- w) } X 7Z) ' 1L 0 C U r c�i�• ���se t.q � . :�- � -�--__��� ._ i� �•�-�'a�� f L�'z-K ���� �'J�i4� � �'' �� t � i zx z SEAL •� -_ \, t_o r t,. I erJ�Z_ )— ': �I Q± i_a 1r�p 1 1'..p�4 i�� •i -T`"�d':`'fill f jj:�_yy!�_i_.�, _.. , -.'���d�✓--.,tom�4-�\1. i.,0 /'t!� ,#+ ._.._ - I ) n7 1 '•-�-/- �. r_T.^iw+—�_i__,i_�.•�-•---.r. t-_/._.1..!� '✓�'/ Ilk C 1 7 z T51,001i.,11Y: e [ R lool (J) UL lu (i i r i /FF V1 ' PROJECT NO. ,-// l/ ✓ IV55- I! I V V V _ I , �7 I ATE 544 EET ._. _ _ st?�-�-s- �r- �s*cc _�--:�xc�-�Y°mac�--•--=� � .Y_ :�,_�.�..,._._. _..,. -- - - _� �s.--'a�.,'�.+s.-.."°^:.3.: ':` :r...- --�.�'�— r_.,.+�.�x.:..^�'��- =L -,� .».S�.T— _-f:a.._..,... _v.,�.. .�:7f�" -=�FO�.�• �o-.�#.,,z,.M.,��tl'e.�>a..�..P..-�,..,.VC e� C7 ►'� Azi- 4q4 > 2 /O ttr0 f H ' ✓A/i t� I/� Wr ��rJ rWl�, r Q w w W t��Fr z i1/ii✓O�in/ � � s a P r(,.�f✓/.i�,f' `Z � �ff✓T� f1 � �s� /�/r � '{}G.I'.'��V �•f�p �_=zz - -- L - L`G j a � ji - _ wo y � N Wn �I V dU <--4 e:;) C K ,`T- 1//��' / �7Z/GG c ? r�'� -- TY��C 'L u✓ (>,C� , , f - f � 1- SEAL y ! /00 s) j n, f � t A?-—---- - --_ _ - - __ II tu r " — _ n - i 1 I t a , • - - - -' - y _ -,ELI LH _ jL j � Co fy �f rQ PROJECT N©. 2002 Ire- 9 kii Vi - - _ - SHEET p TOPOGRAPHIC MAP LOT 26B BUFFER CREEK TOWN OF V.AIL, COUNTY OF EAGLE, STATE OF COLORADO NOTES: 1) Survey Date: September 19, 2042. r 2) Location of improvements, lot lines, and easements are r based upon the Duplex Plat of Buffer Creek, Lot 26, a LOT 25 resubdivision of Lot 26, resubdivision of Buffer Creek and FOUND #4 REBAR Survey Monuments, as shown hereon. This Survey does not 1 constitute o boundary survey nor any investigation into record f 1 E S8Q" $, easements or encumbrances associated with this property. 3) ELEVATION DATUM: 98.5' for the garage slab at entrance n11`YI_RT f - to garage. M - - .07 '� ` FOUND ALUM. CAP ON #5 REBAR PLS 4551 4) CONTOUR INTERVAL: 1 foot. �� - -- __ - 'oaf * �•:- < "' , ' �> ,; ---. ., �,t►-- --_.. �;; . � - �' 5) Utilities are shown approximately and should be field z verified prior to excavation. ( � 0 ,4 d as a ° 4 6) Morcin Engineering does not warrant or certify to the .� FQ integrity of any Digital Data supplied in conjunction with this r ,ni' - �, / map and survey. R+ry I 4' ° �� �' COVERCED �� LOT �6B ROe�f � � 7) STREET ADDRESS: 1987B Circle Drive. (posted). ?�co 2s 4,613 sq.ft. WALL ` i 0.1059 acres / ,, SEWER MANHOLE i / � rJ RIM = 99.7'SHED ti 1987' 1, Stephen R, Wujek, a Registered Professional Land Surveyor in the State of Colorado, hereby certify that this TOPOGRAPHIC SURVEY was done by me or under my direct supervision, and i.Rip �c that it was performed using the standard care and practice Nom" 2 STORY X20 ' f ✓ used in the area at the time of the survey. The Notes hereon WOOD FRAME DWELLING r. C IRC~LE DRIVE are o part nf this certification. LOT 26A 1 +r� 11�1S1i ee.., 000 AOF STE PS A = 23'21'32"R 125.00 , . 1 { f 9�` �\ ' T = 25.84' � � "6-L `*� L - 50.96 ,yiA' 1� 41�,, C8 = S02"19'08"E Stephen R. Wujek PLS 22589 0o z ASPHALT , Colorado Registered Professional 1 1 STORY 0 DRIVE CH = 50.61 GARAGE Lu�:nd Surveyor .. �� ,;4`�t.. � GARAGE ' IN Jr N RIDGE_ f � I 2kV l 36. 9 rV ELECT • " N86-1 :47 E sv TE u r� TV TV Tv l r ACCESS, UTILIT4.i & ENCROACHMEN AEASEMENT f ;' PED�C P ! --- _ -- -- TE L C. FOUND ALUM. CAP ON '\ PECK - - - - I .-- #5 REBAR PLS 16827 - I J)'I' ,. . GRAPHIC SCALE 10 0 s 10 20 40 ML IN FEET t I Inch = 10 ft TOPOGRAPHIC MAP LOT 26B 1VIARCIN ENGINEERING LLC BUFFER CREED. 'I'()WN OF VAIL, COUN'1`4' OP IJAGLE, 5rxi,r- m, coo oKAI)O P.Q. Box 1062 P.O. Box 5018 NOTICE: According to Colorado low you MUST commence ony legd ism SEPT 26 2002 AVI� CO � �ry C I� action based upon any defect in this survey within three years DRAM v BY` >' after you first discovered such defect. In no event, may any (9 0) 748-0274 (970) 32x-VW/►�y� action based upon any defect in this survey be commenced more SRW 02157TOP ��'�'�� �► _ f�7� 328-NO ��1A than ten years from the date of certification shown hereon. G £LED BY '� '� l NO,: 0'.2157 5WET 1 OF 1 f �(j' A A •r C14 C\j Q •.,..•- , CONT. 2x8 RIM It / I iF fj ✓,�`, r I_`. `, I t \ �? CONT. 2x8 RIM .� T_0. DECKING ° i/ r` ✓ r r t / / f rn `�' z CD I I P' 0) ¢ f / I J J P I I •� J � � ° I>7 ..x z C Or) LL_ CON T. 2x8 LEDGER W/ (4)-16d NAILS 16" O.C. AND (l)-3/4-0 I r f t / P ff rf P/ .T�, I" 0 ¢ THRU_E30LT 0 48" O.C. o CdNT. 2x12 STRUCTURAL U x NOTE: VERIFY RIM ON EXISTING f /, , i / \�G SUB-FASCIA, TYP. © m STRUCTURE r(DD TYP. f I �GF � J EXTERIOR HEADERS ARE: 1 1/4x11 7/8 TIMBERSTRAND r P LSL (OR EQUIV.) RIM ® FLOOR Al r I / J F; cn /f rr r �P \f fl JJ Jt TRIMMER AND (1)-2x6 \ PERIMETER INDICATED THUS, TYP. C\ k \= ' + (3)-2x10's Wf (1)-2x6 KING STUD EA. SIDE, TYP. CONT. 2x8 UNLESS NOTED OTHERWISE w RIM, . NEW 2x6 @ 16 O.C. WALL, - / I P / r a EXISTING FRAMING BRACES BTWN. WALLS 16" FLOOR JOISTS ARE 11 7/8" t / / TJI PRO-150 @ 16" O.C. IN i / P S4 INDICATED THUS O.C. EA. DIRECTION f f m (3)-2x8's ��� THIS AREA CONT. 2x12 LEDGER W/ tr ( -1 fox a� CONT. 2x10 LEDGER Wf ;r" cs 4'-8" MAX. (4)-16d NAILS @ EA. STUD ! 6 (4)-16d NAILS @ 16" /' • �2�- � 11 7/8 LVL z O.C. AND (1)-3/4"a� 111'-4 �,��¢\F J4 ( ROPP D) L c� THRU BOLT 48" O.C. _,..' T.O. PLYWD. p 111'-0 1 8 J r DBL. LOOKOUTS NOTE: VERIFY RIM ON T.O. DECKING EXISTING STRUCTURE ,r `d 7'-0" MIN. o S4 K TYP i I � It a TYP. D TYP. �i `/ s I� /" ��C• f - (3)-2x10 - I W - / I E�INV. _1 x l S4 x 3 2 8 M. c ) 3 - - ._ ,(3)-2x8 I J C TYP. C5 - r'�.', ', 109'-0 � X' s D o - 2+raj T.O. PLY 1 3 f 4x11 1/4 LVL \ _ + � ` /! — t C, TYP. S4 �� +6 108'-8 1 8 @ 24" O.C. N O �l � o � � � T.O. DECKING � N -' d c CONT. 2x8 LEDGER W/ 104'-9 1 4 � � {3)-1 3�f4x O TYP. x : (3)-16d NAILS @ 16" I lb T.O. PLYWD. CTYP. 11 7f8 LVb . 3 -2x8 J Q.C. AND (1)-3/4 I -- -- _ -- _ -__ _ ---- - - _ CANT. THRU-BOLT @ 48 O.C. - 1/ N V. I I 1 I I I ` � CONT. 2x12 STRUCTURAL STEP T.Q. <' �r SUB-FASCIA, TYP. 2x6 TUDS I I i II PLYWD. + I' @ 16' O.C. I I I P li S4 �Z CU I 1 II J� CONT. 2x8 RIM - - - _ I II INDICATES 2x4 CRIPPLE o ® � �, 2x8 OVER RAMIN POST C� 4'-0 ALONG EA. v v to TYP I OVERFRAME MEMBER TO ao GQQ 1Q co MEMBER BELOW. x - 7- p (4)-1 3/4x 8 LVL rio S4 109'-0 L 5'-0„ MAX. M( TYP. - `r T.O. PLYWD. o - 108'-8 1 8 h 1 z T.O. DECKING = S4 L m DBL. LOOKOUTS L r0 TYP. ° �J\ x CONT. 2x8 RIM ° �3) 2k6 { TYP. 5 APPROVED ' 8'-6" MIN. S4 Ccirr.7.7.')r Development anml . -- --- __-_ _ --- - -_---_ _===fl_ .W- 2x8's SISTERED TO T Wf (2)-ROWS OF 10d NAILS @ 6" O.C. 11 7/8" TJI/PRO-150 a 16" O.C. 5/8" PLYWD. ..b4 WEB BLKG. .� :z '> C\7 � � t � y ;z 2x6 STUDS @ 16" W/ .••••' 1 2" PLWD. OR OSB 2x DECKING PER 3/4" STURDIFLOOR SHEATHING ARCH. PLYWD., TYP. 108'-Q 1 8 T.O. DECK 0 0 a • a o � rn � al U-) - - - - - - - - o--,- - -07'- z T.O. BEAM Q rn 2x8's SISTERED TO TJI's CON T. 2x8 RIM Wf ( CP o d W/ (2)-ROWS OF 10d (3)-10d NAILS EA. z c rn NAILS @ 6" O.C. JOIST Q) Q) 11 7/8" TJI/PRO-150 W 10x22 W/ 2x TOP e C @ 16" O.C. DRIVE PINNED @ 16" O.C. !I) Q, 00 5 SCALE: 3/4" = 1 '-0" O C Ln 2 C� 'T CO \,L4 >(0 o LVL NOTCHED PER 2 3/4 D 10/S4 5/8" PLYWD, SHEATHING, TYP. 0 O Q 5 1/2" BLKG. PANELS BTWN. N 1214 RAFTERS, TYP. STL. BEAM W/ 2x TOP FE DRIVE r i PINNED @ 16" O.C. 2x12's 24" Q.C. r} 12 sr BENT W 6x16 �� (2)-1/2"0 x 6" 2 1/ LAG BOLTS U (l)-1/2"O x 6" LAG / ' Y BOLT, EA. SIDE I 4 1/2" BRG. P- 1/4 1/2"x4"x0'-5 1/2 00 (2)-1 3/4x EA. SIDE u 11 7/8 LVL BUILT UP 2x BEAM PARALLEL TO WALL (3)-2x6 TRIMMERS STUD PACK PER 4 SCALE: 3 4" = 1'-0°' AND (1)-2x6 KING PLAN 54 STUD, EA. SIDE BEAM PERPENDICULAR TO WALL W 5f8" PLYWD. SHEATHING, TYP. SCALE: 3/4" = 1 '-0" SOLID BLKG. 8'-10 3/4"t (VERIFY) 54 VARIES BTWN. LOOKOUTS, TYP. r l 9'-7 3/4"t (VERIFY) (4)-16d NAILS� -� RAFTERS �� W ►—+ INTO EA. LOOKOUT PER PLAN le'l SCALE. 3/4" = 1 '-0" S4 2x DECKING PER 2x12 BLKG. PANELS BTWN. RAFTERS SIMPSON MST24 ARCH' (4)-16d NAILS 2x12 STRUCTURAL � 2'-6"_MIN. INTO EA. LOOKOUT M•--� (2)-1 3/4x11 7/8 111'-0 1/8 SUB-FASCIA (SEE PLAN) LVL RIDGE BEAM T.O. DECK 2x12 LOOKOUT ---�— 2x6 STUDS @ 16" W/ ., 5/8" SHEATHING PER PLAN 12 ; RAFTERS @ 24" 1/2" PLWD. OR OSB m 7 SHEATHING 2x12 LOOKOUTS PER PLAN 4 2x8 DF-#1 @ 12" O.C. \-2x8 BLKG. PANELS BTWN. 2x BLKG. PANELS BTWN. ` � JOISTS @ BRG., TYP. 3 SCALE: 3/4" = 1'--0" . LOOKOUTS @ BRG. TYP. S4 G.L. BEAM PER PLAN 1 1/4" 8 SCALE: 3/4" - 1 '-0" S4 5 1/2" 5/8°' PLYWD. SHEATHING, TYP. (4 -LS90> Al T A ° I (2)-EA. SIDE 2x6 STUDS @ 16" W/ 12 4 `s ° 0 3 -2x8's 112" PLYWD. OR OSB o 0 ' (3)-2x6 ( ) CONT. 2x12 STRUCTRUAL 0 I SHEATHING, TYP. SUB-FASCIA, SEE PLAN � T � (3)-2x1O's 5 1/4" I - (2)-2x6 3/4" STURDIFLOOR \ DBL TOP RAFTERS PER 1 1/4" PLYWD., TYP. r � PLAN (3)-2x6 (3)-1 3/4x7 1/4 LVL ' 104 -9 1 4 (4)-16d NAILS INTO T.O. PLYWD. — Q A f EA. RAFTER (2)-1 3/4x11 7/8 LVL 2x10 BLKG. BTWN. (3)-2x8 RAFTERS @ BRG 2,_0„ designed by JOE 1/4” STL. BENT E 4'-10 1/4" 1'-10 3/4" drawn by M SV/JOE (3)-3/4"0 THRU-BOLTS EA. SIMPSON �200's @ 16" O.C. LEG HUC28-3 (VERIFY W/ WINDOW R.O.) (VERIFY W/ 2x6 STUDS @ 16" Wf checked by WINDOW R.O.) 2x10 BLKG. PANELS 1/2" PLYWD. OR OSB BTWN. JOISTS @ BRG., SHEATHING Issued (3)-1 3f4x11 7f8 LVL 2x10 RIM JOIST 11 SCALE: 3/4" = 1'-0" TYP. s4 PERMIT 10f1 �a/02 `r'i rl 7 SCALE: 3j4" - 1 '-O" 2 SCALE: 3j4" = 1'-0" /__!� PERMIT 03/21 /03 00 ' " ' (4)-TOE NAILS, (2)-EA. SIDE 54 S4 LVL TRIMMED PER '�' ARCH 1 1(4x11 7f8 CONT. L5L RIM (4)-1 3/4x18 LVL 2x6 STUDS @ 16" W/ 5/8" PLYWD. SHEATHING, TYP. (3)-2x6 , 1/2" PLYWD. OR OSB 2x DECKING PER 202's @ 24 Q.C. SHEATHING ARCH. 1 cu 3/4" STURDIFLOOR 2x4's @ \ PLYWD., TYP. 108'-9 N T.O. DECK 2x12's ® 24" O.C. 16" O.C. I I' 109'-0 T.O. PLYWD. - _ Q 4 /-2x1 Q's @ 16' O.C. - M TYP.cr) sheet TYP. � d (3)-2x4 4'-0' 2x TOP IE DRIVE Z(3)-2x8's a v �, o FINNED @ 16" O.C. 11 7/8" TJI/PRO-15Q /2x8's @ 16" O.C. "� 4 (2)-SIMPSON HDSA, NOTCH LVL's BENT W 6x16 @ 16" O.C. (1)-EA. SIDE 9 TO FIT BEAM DBL TOP �' 2x8 LEDGER W/ (3)-16d NAILS (3)-2x10's @ 16" O.C. AND (1)-3/4"�b (4)-1 3/4x18 LVL 52 THRU-BOLT @ 48" O.C. 1 '-0" 10 SCALE: 3/4" = 1 '-0" 6 SCALE: 3/4" 1'-0" 1 SCALE: 3,/4" 1 '-0" 11 SCALE: 3/4 S4 S4 S4 JOB # 0205- 12 S4 KRMCONSULTANTS, INC. (970) 949-9391 P.O.BOX 4572 (FAX)949-1577 HAIL,COLORADO 81658 RECORD DA TE: 6124/2003 JOB NUMBER: 0205-12 PROJECT: Ulmer Residence ❑ RFI ❑ MEETING NOTES M RESPONSE ❑ CLARIFICATIONICHANGE At the request of SterlingNVinterhawk the following changes have been reviewed and approved: -The substitution of a (3)-1 314 x 11 114 LVL in place of a (3)-1 314 x 11 718 LVL header over the master bathroom. This header supports the ridge beam at the west end of upper floor of the garage as indicated on sheet S3 dated 3121103. SIGNED: COPY TO: ToVlGreg Joseph,E: on REVIEWED: pC�U FF�IsI '4;' Kimberly R. McG ee, RE, CCE : r Cr) L'_tvclopmcnt 4VAa Department Buildii-,� ;_ ;; $ Inspection TO Services Section 106.4-%UtttMrm BulldWg Code, he;,c uance or granting of a parnit or approval of plans. ;;, ,tiicauvns and comput icum &-tall not be const ued to be a permit for,or an approval of, any violati�in of any of the provisions of this code or of any other ordinance of the jurisdiu:� Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. The issuattcx of a permit based on plans, specifications aad other data hail not prevent the building official from thereafter requiring the correction of errors in st.i:l 3" :.. :.;;c ;tans ind other data`or from preventing building operatic. E. _.1 ca the.tunto:; t •) or. 'iiolaticon of Ns 3f INITIALt 1 . _ DATE: