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HomeMy WebLinkAboutBighorn 5th Addition Block 5 Lot 14.pdf - - i : d t :r ON Lai MINOR RENOVATIONS 004 El kAGOB LOT 14 BLOCK 5 SUBDIVISION BIGHORN 5th ADDITION S Ut E 207 BOX 5300 PARCEL NUMBER 21011310 2 013 4889 MEADOW DRIVE EAST VAIL COLORADO C09 , VMda Mo. m ( r t E I T E { f a�r� 1 f : DRAWING INDEX: FAX '5 ( � F �^ /� y �' LT 1 t .a VICTOR i° I Do not t AP 0046"t panel LVR tower DRAVIIINI55S ATTACHED TO THEW PLANE IN ORDER TO Y ,. , THE AC acoustical MH Mantle Is 02 RJcz4F dimetissom conditions,and WKS Imotil-Nis ADO adderodum WR Manufacture(or) elf*or ora" SPE<,1F1CATIONSr FOR ALL MATERIALS ,0 ON THIS PROJECT, IF THERE AVON, GOLORADO 51620 TI TITLE, T » I . , L" OMISSIONS its -n Forous Fill f F=ee V J t e It � .,., ,. ... L1 �. T FAX T 1 T1. l _,, ..,, ,may � �., : F1 ,a � t wit l 6x A4.1 EE 7i Ot t INSULATION IT F M� FIBERGLASS ta€ T T _ �.. �( i BR& bearing MM8 meatrone wnstrwdfon writinues in these orom. THE R-VALUE STATED OR A 601-01NATION OF Fj5.BATTS AND R1610 FOAM MICH 15 TO - ] !l. 3 CTS F�4 F f" ' 1T l (6) YET E7 - �_ f block MM Millimeter(5) or fare of concrete unims ottiormeo, noted. 4., blocking MIN fl'ti r �., ,r r• k,. t € tt lutes INTERIOR I-9 AS WTEV F 4i 1 w TES F T t�l � � °^ t v t caatk EI 1 U noted. INTERIOR FLOORS A5 NOTED CRT t KJLL multion $ E; E !N6. T" t MAT I ! h , .."<:. ._. f I ei 5UITE 204 �� is N s t i 3 It Fixtures, t i s TO A fi5 T a H t ` 3 a c � ) dl k In t tilt o c o , F� t IN i T1 T T .:, EM RW intion E= circifte Ca. column NT5 to scale CI~t rods, f [lot Fit ur@6. NEATHER AW MADE T T ALL � : AT ANY JOINT. —'° -- L !d NT AND O T T i r F t F � -405 FAX unit OPP 06 Awuatleof 6611" Tito QXVq Tito T t to T T WETS UB.6,STANDARM AND SHALL. NOT LEAK OR DETERIORATE FROM YCATHER. HANNE5 5PAEH WNT continifous OH overhead CPR copper PR pair localons. 5 L. PARTICLE 4/0R PLYPOOD 9 L" BE FITTED K 'tale t PaAws CUST e vstom PKWV parkN f,*Mf3RANE ACCOROFN& TO MANUFACrLRERS SPECtIFICATION5. OTL it PVMT 08 off tr t F pavefflont ixuras to Fit mi t F well 6.ALL FACIA, 1 VIII l L L l E t SURVEYOR DIM plastic t R plots w; MIMI %"I Metal as noted anymmummm C<"t D"S ore"" F" p4mood noted on t inhon dIiinnging from FREE OF UWAiSHTLY KNOF5, TWSTS ITI . M MAY DFTFR FROM . F T GvAuTy Loor, OF Tfe Home. PEAK SAND . _ 7 T5, ING, OF tc Fountoln FIT point I d F r _ F oil L i i L i WI CH t 1000 I { R1 06E LOOP walicts L trio (at) 1 NT I a ! i t� ms. rail Y I COLORADO L elevation I TION MANUAL5,AW THE IN5TALL E AND ADDRESS. ALL LEV elevator 4 stn T. Y T ,FIX F INSTALLED- i N I � - Detail Area Refererrs T T f ,t T r Pik t i T INSTALLED.i TO 5E EXS existing REINF railfforce fdi,(Int) - I XT t 63C F k IFISTALLED FOR THE PERIOD , t FOG F O r (d),C F of Fp tb t IB In t o needed b For Mt4 the Bovotion Reference Elevation 54000l FIN finish(e4 R85 rod aid shelf FF finished floor elevation RO roof drain t Of r tltl F to t . FE We extintpWillw roonng 12 The General C4r&=W Shall be cimpamlilloto F F Fire department connewtion RM room Oil fir t r F t t 9=1 -A(--2E 5UMMARY M E FOOT FPL fireplace 0x, ) t t Detail Referaye FP F=fIng, T tit i 604"rot Monof FaL 6 F t tot F tear t. ° l g Inter i F Fi_ f i4M F I T, FV floor dram 5r, solid core 13 rnO GOW01 60WOCtOr end 5WXAXtrMtOr9 Sh011 lield FX15TIN6 UPPER 1 ? 5@ FT. t 1 1 F TC7 footing 5 Smith I f of t O Uj F F E 1ON 3 . FT.f ON c4st-lo-ploas t :steel froiffl*%q or"other TOTAL F F : Tp F 7 F s FT.OF the huitaitiI 0 CIA LV Tt. 4 ' tall 64A Reperewup at umtr .glazing 5TR strwturol apt F T S I F F Uj 100i M" milli TEL l in it f t t the uilyont version of the Naloital I- t tr ; 1 threshold FITS heating T4 6 tongue mW groove, 15 All F' limit t tl cat nti T OF l E taffilot and In rillth the Revislon COW HT air t Condition" f Till top t F steel t version of Uw i F tatF APPROVAL p bar DRE3 1 Code C tional Fire Protection t[PA ) LIM horizontal T tread 05 adopted bg Um governing I L t f i>(i F� l "` 16 Substittitions of Metwi° is Hill W orxsplable tl3 F v0por barrier `s aid Arithlect's it 1. ACTION - STAFFAPR 15c, hotolled t T v t I IE30 Installed 4 tt LH I-f It of s that OATE OF APPROVAL t 11/0-7/2001 M-5 <C t the Gowoator 010 SO& abcontrwator provide oil t T Interior N r4otor proofing „tronspXtoviom supplift,squipment,etc, PLANNER E31LL 6 1 .JT t "ire f is to obtain o umploto job odthin the recognized t t Standards Of the,itioustrg. SIT k&han H V40tb,Va# LAM lanihnoto (d) HON 1 L, 4t 1, ift Pip Minis THE HILL RESIDENCE L length r4oterproof T1 a : b r gg t t t [ C G {5 7. I tl N i IU r V I r } i F pit t yry' a. } f , # a r f a I W s' I t k; t , g't A ' _t. r' , d 3 , x td } 4 i 1 I { x # ki l g B -8 , XVD- FA - SUITE , I 'BOIX -5,30,01 AVON FAX 949112,05 I I 1 f I a r 4.w. _ {✓ °v. ? t - Ir Lb r , P # _ y m ROM TO . Lf LU 1: 0 1 J co _- E 1 I , t , I t u Aw '0 � c . EX15TIN6 PRIVENA W, mows W I (d { , UJI L , I- - - - - -- - - - - - - -W50101 0'IN i t� x tl 11 4 V E 01,f2' r >. N.. r.* Tt _ A .mot , a s . I K 4 i I i ' � m I { I I r I i f - - - - - H BLVD SU13f '2- 0 7, 'BOX 5300 - - - - - CO. 8120 970,9491#5200'', .«v-- ra.M.. — w.. — —+ — war — ae®.. m.s. — - vmda@v' do-com ' PECK s FAX 949.52,05 , - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — , } 9 a� , j KITGHEN 41 LU COD LIVIN6 ROOM C6 1w Mom U a , `y p _.} _• .1114 � - 1 - - . 'w ' 6 3 s I } sd 1 ENTRT , l ! IL=4 20 EXISTING- FLOOR PLAN EXISTING ROOF PLAN Oil EXI PIANS 4 yy g 4 ii e {{ i , 1 } z I } t I , P � � Ew r , ! I , , I I , z , - , t m W"Kxv DECK TO NEK MW STAIR AND LAWM - MAT04 WPM DECX �A E HAWML 'D J KAT04 MTW6 NEK b"xb*COJI"b Dr/- 4,04,1 L� -j '-a FOO PAM A F IT TO Ttim. 207 - DME 51 5112 5 VT 15,-Ot -ex ld 4W Y-a 16 01 Ob 05 04 03 02 -j 274 547.1 CAP OFF EXNT%OAS SERME RE4ZW AND PROVIDE COWTION *A y 6AM' 1'-0* TO NEH LMATION KfRE5HOW TO TW.7 — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — -- v 001 LAI NEW TO FAX, 04 ti, OS MATCA4 TOO - — — — — — — — — — — —— — — — -I wi owo -7 1,0A 51-10J*'9A%l[f? 7 I�XJ5�j jN6 HAt 1.131 t 00506 IAT( DECK h Yk)j DWR 4- r-ru HL To�Ami bas TO MATC44 HAXWO EXTE1640%BRJOH 91" F.U. Wow KIZHEN/9106 7 ! !1 IV TOR 551.6' Z? L -J� FE, DEW C)i PAW "V DOOR TO X H E)Q5, w- 0`4 It -417 ON; 7, 7 1 "OWN" (x Dwv(6m EXTENT OF RE5 I OF HALL TO 42* W"606 Wo C0#efl0N T U N A L EREP 5HOHN —` C11 T614 A T G H N 0 E E a X* V' A E MeW 94"VA9W EX15TIN6 ROOF TO REMAIN UNALTERED L- -J o 0 RTIEPEL)l MYN6, 77 ,,, vi TO BE 0 Him EX367M FIRE'PLACE FIELD Al 01 Kw To -7 Room UVINC oo u L3551 MOW -ell 7- ENTRY + J-1 EXISM HALLS 5"" FX15)]Nry NAH. BULON 5�M PASI ff-P HAT(AfO — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ec, w T 7' ,$0100,I IV- — — — — — — — — — — — — — — — — — — — — — — — — F,:X,5 f INO- HAI t t3l L- — — —— —— — — — — — — — — — — — — — - 6 W L L PROPOSED FLOOR PLAN PROPOSED ROOF PLAN SCALE: 1/41' 1'-0" SCALE� 1/4" V-0" 02 ol 'PlIAN kyp c) I I � I ll�� I ��� , 1 ,� �, � I , - I I � I �11- 11 I � I I I I � I I 11 I I I �l I I I I � I I I I I I I I I I I I � I I I I I 1, I'll I I I I I I I I I I I I I f I I I � I I I I I I I I I I I : ,, I , � I I I I I I . 1, I I I I I I I I I I� I I , � I I I I - I 11 I I I � � I,� �I , I, , I I , I I I I I . 1, I I I I � I I I I I I I I � - I " . , I I . -. I � , I I I I I I I I � I I � I , I I I - I I I I I I I I 11 I I I � :, I I 11 ,�, � � � I I I I - I I I 1 I I I � I I I I I I I I I � I I �I I � I I I I I I I I I I I I I I I I I ,� I I , I I I�, I I I �":e �, ��1� "I 11 � � � I I I I I - I � I � . I I 1, I I 11 I I - . 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MTI*ROOF TO REMAIN IWTEREV < Will Ill 901% TO MATCM FXISTI% HEM HNIVV6 TO MATCH EXISTIN6 < A TO MATCH EXISTI% NFA$TAIR AND KANI)RAIL NEK HOW VECK MT. i4 NEX 14NDOY6 K445 TO DIMEIGICKALLY REPLICATE"5`nN6 AVON,; Doll. -4 AND 51115 TO MATCH 2"'10 EXISVIN6.FIELD W-A%W , I Al, PRIOR TO-FABRICATION F-1 KX I DECK —ww exe Pi w calm TO MATCH E ZTIN6 FU 94 NEN 2-0 2' CONGRE-TE 5009'Pl, TOSTRXTURAL "L J EN TAIL L J L J SCALE- 1/4" V-0" SCALE� 1/4" V-0" ?ROPO'SED NORTH ELEVATION OSED EAST ELEVATION S Z lj mom 10 ' L---------------i EX6T]W7 ROOF TO REMAIN WALTERFV r WK H"SUN5 TO KATCH EX6M NEA V#M)%G TO MAT04 EXISTW7 plow, -4 awl wm3mo%DOOR @2) POO CY42) 2 L "STAIR AND HANI)RAIL-- [T- HOW DECK Ll 7 7 -7 7 :1 NEW 6564 POW COLUMN5—> > TO MAT04 MTIN(7 0011 WE 11 F 7 *MOM NEN WND(**K-3 f I TO OMD&ONALLY REPLICATE EXISTW6 KNOOM TO BE -j NTH VEMOLIW I EXIS716 Ill fIELP HEA-%W EXISTIN6 KNX*PRIOR TO 084OLITIOK PROPOSED SOUTH ELEVATION PROPOSED WEST ELEVATION f J (4 SCALE: 1/4 1 0 A 7� f < IN= ,I M !�1 :1 WON El'i MIM F 1 1: 1! 71 Z-� 2 W WINS 3/4'VER'HM K jBV,AP f XkWa TO MATCH EX15TtN6 TO MAT(J4 EXISTIN6 OVER TYMX HOIF NEK In'NOMNAL 05B.WATMIN& NM ff ORYKALL TO MATCA4,EMIM NEM V4000AS AND TRIM TO MAX H EXI5TJ* 141, 52 04' 44'. MNVOYe M-3 TO Dw��Ly 4A REPLXATE EXISTIN& 1 WMDOM TO BE MMM&W VVTH Extsm KALL.FIELD ME&W EXISTM V*VOV6 PRIOR TO DEKXITM Z, 7 EX1511%KALL AND VIKX)V6 TO BE DEHMF-*W WA HANDML TO KATCH E)Q5Tl* WA MLL WM%AW WWI*TO STRXIIRAL EWISIFER5 DETAHL UJ lag --.-,2 x b 611,106 0 16-0t, R-Iq FlOW6Lk%DATT 1145MATION NEH RM OEM TO STW,lIJRAL EN(7. OETAIL W:h R,,OOR FRAMIN6 TO TINK D&NIff WS IXTAC *Nx 011�N�. LOOR m wAm m ALATION 120 R36 1W 3/40 EXTERIOR 6RAVE ROIW SAM PLYHOM SOFFIT oINS' l NEH 6*)(b'HOOD CaMI16 TO t 5TW,TW& EW.71NEBZ5 OETAIL ro: ','NOW EXISTIN6 6ROUNP LINE 07 a CROSS SECTION -0"xZ-OR(4W NEK 2' ,RETE F001% PA05 TO 5TftTMk F%INEER5 DETAL 7777 Nj U 4 L I VIE, LOADS �USED, "IN Ott JI;N.t: x 21 -01, x 101I ON MOZRA IL,H' V Ss iho CAk WC.0 IN SOPtETY , AL FOOTIN6 PAD k4ITH AX4 STUDI COLUMN (2)-#5 EA4,H 1,NAY -' S T ICA '10's S,19% S _,OQ lk , 'A' ,A E., A_ ROOF'� p 40,PV st *L tP, MrPICAL) El$'�,THAN:,s to q*T'Nuous COLUMN BASE IVR A11W, "t", L­ 2 ,4_01it, 0, Typ I'CAL FLOOR PSr,'I N *4 okubt "TH 5IMP60N FI. AR E :4 N L 'it C,� FLA ROOF'­(DECK) ws V ' A "SAAC, ARY�I, �;Wt'-T, AN, ALL 'A Uri t ts T NEC L2"XI2** CONCRETE 1,2"X12" COWRETE V ul ION, "0 ' O,*�'�UN F la b b CONNECT ION ARE SAS tC: 'WIND SO E COWLETE COLUMN IloSITH UMN k4lTH 0 COL � _2 'E x SUR 4!W, ' e -41-4 X 4'-0" _j L (-4)-#4 X 4'-0" ­E ,OUAl4 7. :NON flo( OUT. 6X6, C�OLUMN UP < t, LOADS, �APPL`JICASL' E,�- A NON NW-'01 SHALL, St Rbv%loco: ONLY �(TYPICAQ 4X4 STUD COLUMN Rou T-a I/A CRV U SICS 41ANOVICON' TE "00-1 t IsdNAY:�I�su000prs V41TH 5IMP50N f_: 7 COLUMN 5ASE Jil Y , 2. TESTiNG. : tNSPECTlOIits ,AN OSSZRVATIO MO ' e9AMI`, AM ,,,,A NEI T ER"BE SI OR IPL Tes jN AND: HA Et,t A T gov I DE 0 OORD I L, , 3 A J4,44A 0' _S$IVE rH Or `OAcTOR:BkALL:,is P' RENO 'C A y offfit *,,15 0 F -2xL2 A w4t. P'60 L I STED ISCLOWAIN CON,FORMA'4C:t,/*,I"'tH�,"��Ti.4t�:40$t,,OVI,%:'i'O,'N,S'OF IL tN0 LOADS' Apoyt�, CC -'sTRU11,104"WORIK '(PA to''rim It v�r -B AT I SPE04'FiCAT 77 4 AITH L AL LE3 HAN6EFZ 1,, I-bXb COLUMN V a 'COD N, ktfi 7 'r 64APT A, N'tF E t I,AL *4" 'SH L� IWPROV I DED, LD It WAt -E­Q SO-E0 I AL' I T*0� AGENCY , �S wo Yl�,TkE OCAL,'Ou I LO INO , I NsPiC i I �, , '' "" , 1 1 , UPONLY `F),C, LAS'P I R, LARCH' !*AOM BY M,I NO ER SHALL,JOE 014Y DOUO A. , ALL F�A O ,TRVS`$�cWMO S PA66UCTS '- $sOC 1, TI q IN T TE �,*000 A A, 'ON AND �ONtORW O,IjN,IFMM BQ J,L*I NO 4E SPE I AL CONC;F 8, THE F*LL;*fNt,,VRX SHALL, ISf.,ANSPFCTE_d SY":Tk' t�NSPEC*Ow 10114011 RZETE 21-01, x 11-61, x 10" COLUMN "TH FOOTIN6 PAD P41TH 4"'TO' S ONLY) So I RAI I 6N " 'TH11, K 'W40t �'(i*LL, STUD � STUD, Fb 7­bo ,ps (4)-#4 X 4'-0" -JbN. F I LL INO AND� CbWA�T b, C I I I I I - I I "I I I (TYPICAL) T_ (2)-#5 EACH ,104AY' Fb eA_T14*1ORK, 'EXCAVAt DOT INCS 0,00 psi EPDX't' D0104EL INTO "'Liqw- F 2" to' 4", lH 1,614, - 4� NO�' ,2 id�: > - , ICA " I I I ''I,I IN ' *; i 35b P,t 4 S!!'Tlil, 4, 40 qi� j Ftt' EX15TIN& FOOTINO -rPICAL 2 PLA(,,.r=s) NOTW, IALIL)C ESSES APE )0 tNiW No FOR N" A M CONCRETt WA EPET ,TIIVE'LJSES ,0R,40R 'TO 2.� r (T '09: Z Si. SIT, ESS lNC A% 0 ARC-HIJECTS EXISTIN6 t W-6'JOI STS'� AND' , I t THE, TACO '44 i'S IMEN K 40 -k''to 0400 IN OVE 0,* %NT'04 FOR ALL, 2X, r OF E$, ,T SP_:,C 2* SoLl'aeIIB'� Nlo AT, A L �SUPPORTS',", :" S�'Df, CANTItLIWERS, "D T,I WJAWM 15- PU T, T f1f; I ''T EXI LO I TMILf 1,20< 1,Vr4LElS-­OTRERW ,`%t 10" , ARI Size- ?`4A,t!LS'i CCORD INC TO THE "til A, -T 'ClAm",,i,04,spmt,C T'­I"x ib- OL K 0011,00ittmow li sole 'I!S)VF , v tm A� Ck o' "OI-�TNE' PON ' TTV V �A�TiN, -ALi,, IMEWE'Ri A' S' �c. F I/C S­;;,/,S, 'A 'P_ MV J.�OCAT f SARS T IAL IT j NOT 0 0 4 8 E BEAVER CREEK BLVD C,0 W IR mo X C SI-W UST 71 AD 0"o k f A VKC '� 77 -TE p 0,At, 10"XIO" CONeP.0 ppiopr A4�I MN 141TH SK COLUMN Up COLU $TU T n* ALL�f#E (4)-04 X -4*-0" ALL AM I NATI-tti, ERS',S SUITE 207 t TED''OF'EIMIA' S LARCH AT 12 (TYPICAL) , A NIT LEW SO-AC,IN 40R; 1 z S1,SHOW ET 'AND too ;- 04 T, IWO 'A TOM OF FOOTINO , , C. p RC00r- "ISTVRE, CONTENT 4�AdC, ANCE_Wt ,14, 4CA ELEVATI IS 46" 51ELOIN FIN15H 2,. W A ORADe V TOP OF CONCRETE I �,F I ASW , BOX 5300 T F -LATE$ t Vt, C ON EXC tfTC I 4 T IN ON CPT AVON , CO 81620 L Aft 6 A50'VE, FINI$H ORADr ATCO; T 00 3: 0 21- '0" X, T W� SUP p 1 -OOTI ADS A HE )A IT" VP P AQC P41TH C tic, 1. DATUM ELEVATION SHA ' EdVAL C-xj5TJN(5 b: TH SpOc 104AY, s0 ik F I ED, EN TE0 PL,Yv4000 FLOOR SHeATH0,46 EL VATION, 9 7 0 -949 -5 2 0 0 R THE DRAW APk tCAt I ON: SHALL ,-#t PR(M Kt,Iftjpq,�� A OF Nd TO TOP. REOUIREMENTS L15TED 2,, C.ONTRAC, SHALL'FOLLO4 A I IN SOILS LOS'' IS , vm 4", d@va'l, nel H TK BRAD E' S F fLU K t SH U, - ATIONS S -A PlLYAO00 FLOOR SHE E E" CERT 01 L I3. FLOOR ELE T Ake tT TOPF 0 TE 1011110' ', I9,_`QR $U -9 12 0 5 FAX 49 T , AND' 'SPAc 4. POOTIN& ELEVATIOWSHOAN ARE 5 AND MAY NEED TO T 4 slu" EIE LOYVEReV ME TO SOIL CONDIIONS.\ VERIFY CHANCVC-5 P41TH 4 c NO A A 60NTRAC�TOR TO COORDINATE ALL V DETAILS E 15-P E C,1 4 L TH A 4 L A Im IONS AND NT 0 VCTKARC�HJTIECTURAL DRAV4IN00r5,. T"W : !$!I WAC A%I! N CENTEWFOOTINOS UNPER COLU L Am ik PAW -RINISe ON P L DIMENSIONED OTHC TI N AN. p O L J 'TAILS AIEFER TO AilZrHITeCTvRAL OR A N IATAIR FRAMIN6 ve A P, It% OF'H -T L AND LANVIN6 SLAD ELEVATIOW_nl -W Or wo 'T tTH, A HtG, S TO 0 Ts _T RAI, SLA-04, 014 K Rt L i -*1 LS- 40,9- , _+C 0 ST WU JNA i 26 L OW HAL ,'�N S"BY R 1, AT APTv I, ipt -m 04 7 -,T,,,,E t "mt T'Al 000oo E 'T IRE, evf 4, IST UTERN T S" A NbAt t,*N A V T y OR,too NO To m A 'At TIMeek TI 'R �THI H L, lHAt E 'F �A COLUMN S RALL OwElicAti, OV It ,,,4N t d�(, N' s OU''I L T UP, MEMBERS PS4 S STAIR 5TRiNoER TRg 'TH Ho AS EXACT IS AR;_:,T I ON "viii 0TU.,-L coo 'y� CONTRI��, r L x 14AL vc, AE w At�p L 19 NON-STRUtly s ;� UP x $OTT OF UP toL; ' N'T 6X6 TIMM 45 ONL ONL vl( N7 COLUMN �A$, 0 w-SEARIING E 'TO A SUCH N N OR SU S ­ D so i L,,,OR,PROPERLY A bo tmava " UR t� I(* FOW AT , A Lj V T,, A' ,TA Y' ', TUR KE a4T-0 #cC�,4t� TE C Z SH LL PT 'o TL '114 �)(F I m� i L $64 MAL: AP" tO 6At WE P oTH !,�2 T1 V41 '40VIOU)''ANO-SHALLVEET PA ALL / I L5 HArN*el" STROC AL, ATS SH 0:0 By AL L ,Ci: 4, APICH I" ag,0ONS-106 tb� OR Ag s, tARE, R E t% 140TED' ON 2XL2 AT 2'-0" V41TH Noma 10, 10. GENERAL.- 9 1 M P'SWO N "HANIGER 104IMPSON L�et HAN6ffR EPTANCC"WST"::09:, sltunb ALL,-,sTRLC'Tu0AL 'sueST IT I ,F f,I ELD DENS A� NO IN :10 V I DE AT 'H I'S EXP ITY TS-04,COWACED'F ILL < N' INTER 10 FOO A, 0 R SLA f 14 JrWi� VE AL*46T I L No _WLE*tD S6' T EXISTIN& Of TAKEN 11 JrOR EACH 0:14 ,0A I Atit, AL bb4i4iAdTOR, IA lo OF,T15S S'T �N'� FLOORS Li E k tC t. 1,P, LOC T`IN L RE CAVAT ION IS'CO MAT I ONS 44Y 13 E TO Pt. :1 AC90ENT IOF� ANY" F IL I* �akRirr x ose TH "It MAST "7 140 ON C, PA A ALL STEEL c p , vp EARH-, VERJF 6X6 COLUMN z 4� ONL NSE (-4)-.2X6 MINIMUM) A S OP- D� , OR y ETC Slit IN PLACE CON L git MADE IN TYF ",,'IT EC-,T-, A),RA Ncse 0 -No ICA-Tlt �­l T H OR'TLANO CF STONE A AL,� CA AOGREGATE AN !WA L 'SATSFY' THC ,FOLLOw L :T --7-,2XL2 AT ALL, ASONRY AND, T ONt'i VENEOi -lk mEb T NT CONC*l RT to X I SE 7` ON YIJTH,51MF=_pON F 14 IX TYFE _ A tR,,REo. S AS Ito N : AND'' 1,403 L5 HANSER x FOO T,040%, fERS, 000 LJ 2 0 `C a K L UP �VXTE"i 0 OR #,x x X& '0 tl"04,9 CONTA� WJ TH SALTS,, TT OAD kC, Oft, 'SHALL VEA I I Wtb E St%I N co,0,1 T to 4, S tWO, T �to PCs F*4Ssi*Ed. NOT' ', OR "T 'Ef L'" R T uj SNAL oy,,(DE BE,0 , if Wit, MS SIT iicilTly �or z AILL 'CON z Nil Ott, UJ pow T,�_�t NOT W 40'IN ' R J:Z� -L STOP- SHALL it ANY AL 0 JLKHEADS' 'TAt MA,Ot' A T �SO XL2` HAN&EIR W,,�2 V41TH 'A 14 A u t Ess, OT SIMPSON,HU (4)-�2 '46 EO "now f-,41N X1.2,AT Z-O" itH, LL C& 0,, A OARD ov IFTE fA"l V41TH SIMFW, L.V�L." INDICATES LAMINATEV VCNEtR AS MANUFACTUREP BY L5 HAN& BOISE CASCADE CORPORATION, ALT FRZ T ALL HAVE THE SAME OR OREATeR CAPACIT ` AS LISTED INTHE AL CvENC-RAL NOTES. 5. RE, IN 2. 13INVICATES C-OLUMN 000IN ONLY_ z L NOTED I ON PLANS. 'ALL A� 'RE lhf Wll'�JNG S�iALL'"BE�M 1,Gm STR040TH TO A 5. INDIaATEr0LUMN UP AND 00104N UNLESS IT E3EAfjZ5 ON A st tA* s,At46 4 dH ISE 04001� I "I 'T , OW­,RETE P4ALL OR FOOTINO BELOW, OR IT A 15 LA LED UP ONL'�r, A 0, AT 40 LUMN 'AN 4 HEADERS 15HALL 5E ,(5)-.2XIO UNI-eSS NOTED OTHE�Wll!�E. ALL 0 SHALL BE LAPPED ONE fmi, *SK'A SIOE,*�b END, SO )CES A ,NO,W JREO '106'ETHtO. -RS SHALL ee WILT OUT TO 5 112" V40TH BY HEAVE ADPIN&,PLV4OOD SPACeR5, AS FREGUtREV. C� PC,,04FORC i4XROTiCT. lNil EARTH 5� ALL CeOLUMNS'S�HALL EIE UNLES5 NOTrzip o TE "Pou (6POSED *0 "AlETHCR On t, T ..A T*Aq 41%.4 0. RE 1^1000 SHAI.L 5E CONTINUOUS FROM FLOOR OCopyright Vlcf*r'Mark DonaWaon Architect , $-HALL 8E,, iN �ACCORDANCE TH -LOOR TO ROOF, TRIMMERS 5HALL DE ADDED TO Resorv" SECTIONS �"/�s A.C( TO 'FLOOROR r NOTED C�OLUMN 51ZE5 AS REOUIRED. T ic 0R ppp sLoms, PLATE Hel&HTS -�Re, AFW.A L ,,T'.F C Nb SPL ICES OF SHAL L AVE OT "AS bETA JILED 'OR, AUT-HOR IZED' 1. ALL eXTERJO 104ALL5 SHALL BE aONSTRUCTIEV USINe.2X6 STUDS. 'A I RElFeR o EXTERIOR 104ALL VETAIL!r-i FOR AOPtTIONAL It'4FORMATION. ALL 4t,*A 14 0 '60 'SAR Me NOTED, ALL THE C"tt)R 'L 040,1 'L,A oilkv I ttb SHALL t3f A 'M I N I k4uM BY , ,STRU A' EEP SOL ICC$ 44 E OF 48 OAK 01AWERSi PO ]BAOS' AND' SPALLER �*0 0 11 AJOCT Fo_9 ­#7 AND 48- RE lNtoRCNENJ' UNLESS NOTIO E ALL T OR '5TUD$ CAN DE SPA6EV.2--0" FOR ViALLS SHORTER T, HAc*ft 1�m T SARS'CONT INIJOUti AROUND CORN'tRS SPA<,ED 1*-4" FOR $NALL SHORTER THAN VS SHALL EIC PLY S 0 Hij4i A TALLR, THANJO�_-Q-. THAN SRIUCURAL: STEtL: SHALL�lR.E0UlIqE Y40 TRIM ALL HE 5, ALL 5EAM/ElEAM AND 5EAMA:,0LVMNONNECTION5 SHALL DE A. ALL STROCLIOALf-STEEL SH ORM TO ,ASTM A�r A ,Ot SEAVS ON STEEL PLATE CONNECTORS UNLE55 NOTE L MAoe V41TH SIMPS *4 ICH A L ve Am,1 OLOSIS" TO ASTW' L 66LUMK�C� t )N5A30TW T0P'ANV EOTTOM OTHERNISE, SHALL ;t*(#0R A600 dR,40,9 B" L TEST A 0 q. -$Zes ARCTer' Psto"'v,toit At**, A67,-1 A ,A, S 'QPT'(0N VNLC ,6 NOTED TURAL,MAV4IN0!i FOR LOCATION AND 51ZE OF A 11ZOL10H OP-NIN65 IN V400D TUD AALL5. 03-04-02 F10. ALL EXTERIOR 104ALS SHALL 'HAVE CONTItlU0U5 5TuvS rzw5m AL-� "RUCURAL ,VOLTS $HALL' BE A32" STAIJX-O TO 51,, ALL e! 6H IS WO T,I GH A ' ANCHOR ,SOLT$' , 7 UNLESS,, NOTED, V4A ON, L kk A, FLOOR To FLOOR OR FLOOR TO-fZOF 0NGLU`VIN6-RA<E KALL5). 6. LL SHALL EIC4�X& UNLetS OTHIERVNIISE� NOTE-0. c;. sHALL BE Leo ANO,�,,F�AOR'-IfCAI�tt,o,�",I,lt""��ccoo , TH ANC S ,tT'11 i 1 11 At. PF v 104 �OF AISC c P. F L 0 OR F= FRAt"'01 I NCz f:=L TED j-pst St"ANOM6 R , is L,C 'T 'Ag 'A t iC t 00PLE L w*L OF,- VLDED IOU'l :SHEARCONNECIOW 4 'W 4,T k A3,20,�- 'S" c E N -'-E, 014 ,'C, TTY'F I A 6AR,c,T O 'SUPPOR' TOTL ONt OR -'al"VEN A L SHA S v 2- 1 wg­y 'a, `:v, mow" LAND CONSUI-TANM INC. PM LAND wl PAX VA) _00P VAIL,00 800 5.0! GRAP141C SCAI-E 6 kp LOT' 10 0 5 to 20 40 LOT 15, 00, 0 ft. inch 10 BIDINFOUND No. 4 REBAR 15.0, C.T.V. PEDESTAL S22*00'W 0.6' PROM LQT� CORNER G ENER& N,01 1 DATE OF TOPOGRAPHY. AUGUST 6, �00_11 2 PROJECT BENCHiMARK-,' SCWER'MMHOLE-�(MHO24) LOCATED NORTH OF LOT: 1 M ON v�.4541.6"INVERT ELEVATION 8534.6'. EADOW DRIVE., RIM ELEVAI UTILITY POLE TELEPHONE 5 0' (TYPICAL) AVOW& + PEDESTAL 3 VERIFY ALL,CURRENT BUILDING SETBACKS-AND LIMITATIONS WITH THE PROPER GOVERNING AGENCY. (TYPICAL) PEAK"LANE INC DID NOT,PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OwNEkSHI , ASEMENTS OR RIGHTS—OF—WAY OF RECORD. THIS TOPO RAOHIC MAP WERE PROVIDED BY FIRST LOT 14 � GUY WIRE RECORD, DOCUMENTS O'nLI&DAN G 5.0, AMEFZtCAN HERITAGE TITLE COMPANY, ORDER No. EL12138899, DATED APRIL 5, 1999, 0 GUY ANCHOR AT 7:29 A.M.. 03 "AD 4889 MEADOW DRIVE 5 NOTICE. 0 W�ACCORDING MUST COMMENCE ANY LEGAL ACTION BASED LOT 7' TO COLORADOrLA UPOt4ANY QEFE .TAN THIS' SURVEY WITHIN THREE YEARS AFTER YOU FIRST %p DISCOVER SUCH IXFtCT.�, 'IN 40 EVENT, AY ANY ACTION BASED UPON ANY DEFECT 'Y�8E_COMWNCED IN� fl­(IS� SURVE ORE THTEN YEARS FROM THE DATE OF &-4 + CEP CATIN, SHOWN P-4 ip- 0 PAVER- ENTRY (BELOW) 20.0' INDICATES AN EVERGREEN TREE NTH A TRUNK DIAMETER OF 3" OR GREATER. INDICATES, A DECIDUOUS TREE WITH A TRUNK DIAMETER OF 3" OR GREATER. z 00+ < DECK RAIL�ROAD TIE �WALL 85 5S 8 1 644.9'+ V. F�. ELE EDGE OF ASPHALT OUTLINE OF FOUND No. 5 REBAR EXISTING BUILDING NTH ALUMIN UM CAP L.S. No. 16827 8549.2' 8544�5* 8548.2' _DGE ASPH\ ELEV, ALT 61 DRIVEWAY&5A 7' ;7,it' 8545.4'+ 9�48.7 0 70 M49.71 00 SURVEYOR,S CERTIFICATE 1, BRENT BIGGS, A PROFESSIONAL LAND $URVEYOR REGISTERED UNDER THE LAWS OF THE STATE dF',CO40RADO; 00 HEREBY CtR:nFYTHAT THIS TOPOGRAPHIC MAP WAS� MADEi-,BYrNE'AND� UNDER,- MY $UPrAVISION AND."'THAT THE MAP IS 'ACCURATE AND ' T 0 -ED E., 0 CORRECT TO THE,BES F� MY'KNOWL, REgi LOT , 113 ' BRENT BIGGS 759l COLORADO'P.L.S. NO. 2* 27598 FOR' & ON BEHALF Of a I C�j PEAK LAND SURVEYING, INCS z 0 RECEIVED U) L lilts% 8550.7, DRAWN: JF,: REVIEWED: BB TOWN OF VAIL PLC JOB#: 10M DESIGN REVIEW 8/9/01 ,IAL DATE: FOUNO No.,5,REBAR STAFF APPROVAL Sj04 FROM "*50; — 0.6 LOT CORNIER IDATE:.. t E STA F F: SHE T STA F.----F 1070T mom d: ; § tt , k _: ; r _ _ F f , ,f ' r I - - s t „ I . v 3 .....�,..,.._.._.... ........... .,».,........»..,..« Vim,,., n»...,,._ I PECK 0 0 4 8 E BEAVER CREEK BLVD S,U I TE 207 ---------- I _ _ BOX 53010 KI AVON's' CO. 8,1620 - 1 p E ,: is � § i I 61,r # �.. §: t 2 ...`4 - qp 4701,94 9.52 0 0 izoo �R ...... 0 V h, „ , t,1 } , P q i « �e tI P {{ j t t t ! 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