Loading...
HomeMy WebLinkAboutLions Ridge Filing 3 Block 4 Lot 4.PDF �- _ A ELECTRIC TRANSFORMER IMPROVEMENT LOCATION CERTIFICATE ftftW _ — _ LOT 4 , BLOCK 4 - - - - - - _ _ os,34_I7_ w LIONS RIDGE SUBDIVISION , FILING No . 3 BENCHMARK — SEWER MANHOLE — — -' - - TOWN OF VAI L - - - - _ — 20133 ' EAGLE COUNTY, COLORADO R/M ELEVA RON = 8471 02 —_ — _ \ FIRE HYDRANT 100 UTILITY AND ORA/NAGS EASEMENT 81 40' r0�nE — I FOUND FEBAR all W/ PLASTIC CAP LS # 11913 I I GENERAL NOTES 1 Date of Survey December 30, 1992 2 Basis of Bearing South line of Lot 4 being S7508 '29 "W between monuments found I I 3 Refer to Land Title Guarantee Company Commitment No V16796-2 for all title information 4 This property is subject to protective covenants w O CONCRETE BLOCK 5 Basis of Elevation Sewer manhole rim elevation of 8471 82 as shown RETAINING WALL (TYPICAL) L 0 T 4 ° 6 NOTICE According to Colorado law you must commence any legal action based z upon any defect in this survey within three years after you first discover such defect 35, 349 SQUARE FEET I \I In no event may any action based upon any defect in this survey be commenced more 4 0. 81 ACRES O than ten years from the date of the certification shown hereon 1575 Q0 7 Posted Address is 1575 Asoen Ridge Road N� Y ADDRESS I I .�a' / /� c pap 1ppppp'�� Waal "p pal all 00 2. 0' OVERHANG \ appall / 9 pop —1 , 'o / ' 33 2' A all / 3 0' OVERHANG ` ' N W \ / N A \ V 21 1 ' \ I µ O � \ 4 0'41, \ O100' N \ Z w y -�- N L � L. r � H RIDGELINE ELEV Z ' ac, � Q $ 5 3� . 8� = 8536 40 rn m \ / , d,, \ � v /�j� viL (r0 • ` 830 ti6 00#0 \ o U � II - s f o_ Itl �S \ PAC N \ 2o5 \ \ FOUND REBAR \ 4000 W/ PLASTIC CAP , \ / LS # 11413 / / / 377 �, 0000 / '7 . 2 2 , , � ' Q' WI h N � c •N / ' �'- "4o a i h p �. N ,N � _ all j 26 3 W •� ' 38 pap 23 o N 8 � 0 I CONCRETE BLOCK � ' i 250 . 6 rte—,all RETAINING WALL ( TYPICAL) / / r , (Uivt7c �Z Cvnlsr2 �cnoN� / ' SEMENT / � � ' DRAINAGE EA %0 / AND �/ � O ' ' / U .E �IT'1 all R_3 � o, / � - ' / ' IMPROVEMENT LOCATION CERTIFICATE i i F / I hereby certify that this Improvement Location Certificate was prepared for Jeanine Hettinga and Land Title °n Guarantee Company , that it is not a land survey plat or improvement survey plat , and that it is not to be relied ` W upon for the establishment of fence , building , or other future improvement lines .36 ' 3 / N 28 04 1 further certify that the improvements on the above described parcel on this date December 30 , 1992 , except utility , . connections , are entirely within the boundaries of the parcel , except as shown , that there are no encroachments 2 upon the described premises by improvements on any adjoining premises , except as indicated , and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel , except as noted SCALE q_ / 0 � i By �p „,Pik ------- 4 e , ALPINE Kendrick E Nuebecker , L� # 24325 4 ' � 0000 EDGE OF ASPHALT /I / :W 24325 fi+c F appall 00 � Date — 1— — ------ 1 HEET all tvettefie ( a All 7_ Z , _ 93 � ur ,�. -_ ERING INC . SS CENTER • P 0 BOX 97 DWG\HETTILC DWC ODO Oo• 12- 14-92 COLORADO 81632 JOB# 28878 3 FAX 926 - 3390 • � I � f T VV Gwathme BASIS OF Architects,p.c ELEVA7/ON ••�S. Frontage Road West VERIFY TOPO IN THIS AREA ' "' '� ^ `'' -� MANHOLE A-/ 4 1 I f I Vail,Colorado 81657 (TOPO WAS PROV 1 DED BY \ n l LitkL S ' "`--' - `1 RIM ELEI, - 8453 57 •2) - _ -- 11 �-_ INV ELEV - g439 30 � INTER-MOUNTAIN ENGINEERING) J _ � C _ 1 ' ^ I `�- N E LOCATED IN LIONS R/DGE LOOP)4 CCMP DRAIN PIPE- 3 0 • �S S va" SEE CIVIL ENG I NEER I NG DRAW 1 NGS 20 ttt t GRAD SE E'Q>> t�QAp`` ��..�\ �� \ti.` '�=`` ��_`` '_.\.�`` \ ` , � _ `\ R LINE 1 J IN Q0 AD A44NHOLE 8471 02 SITE RETAINING WALLS ' -" 1 '_. ' PER CIVIL ENGINEERING � � - � _, ' •- \\ \ -- �_ _ t-D DRAW I NGS �\ � VIDE PIPE � q �— ON T AS REOUIR O b rte" .. .� _/ _ e90t. \ } \ ���\ GET ALL UL N 150 - I i \ \ �` -UNDER DRIVE \ ,- �/ 6 6 507. �� \ \ Z ��� `\ / �� AND RET WALLS �. Q `~ \ \ /�`\ �S 1 I '� `�\ \ \ �'`\ � C12USHHII NG-_DURFl NG r \� a CONSTRUCT - II ELECTRIC\ D i`� � \ ' - - -----i AND - � � _ �,--i--STOnE \)NA T E R -00 8@L WYTHE DRY STAG `*�S WALL TO \\ ' V `. s ABO E-f_-4._N PATIO \\\ \\ \ 1 \` `\ I _. SAND-SET �� I 1�9 \ �� \ �� ` IQ'''�t \ ' U ` — — — — — — STONE PAVER �\ \� `V f, ...r OQ Q ` PAT 10 \I 9 — — — �` \ ``\\�-- ` \\ \\`` I Y Jr_``.,..J �y a i I ti •esoz Oa 'e\1 \ \ \ `\ \� I Pt N, . �• I�-, z ytv / AND STEPS D / $NOwML{I,\ W �N- I 503 e. 8501 .� I , `\ A \ \ �� 0 �T �\ "''�� • ' ° ^'t , t In IT j mss, . a /4, - V % \ 8404 -O' / I 0 \` T O D ENQY L V L , 8414 -Q 1 I p S N EDGE OF ROOF / T �� O D UPPER LVL OVERHANG- ABOVE BOULDER WALL TO BE NOTE 2' -O' I it I DECK REVIEWED BY SOILS EDGE OF HOUSE / , / I AT UPPER LEVEL OVERHANG AT ENGINEER lr/f I \ GARAGE ROOF > ASPHALT DR I �E } i - A ^_ ' k I q -.--- w! FULL SNWVMELT% y 1 r6�13°9 -8512 a 5 {L�� I,I +8 1 3 7.., . 1 / + r / ' I •8512 -` LP tA U I Copyright Gwathme /Pratt © y W --+' ` SA.�D-SET STONE' 1 � i ! Architects,RC O ,p PATIO ON GRAD ' - ---- SEE LANDSCAP� / f -- - _- _ ------- PLAN �� �. /~ `' -S -- - -- - - - _ _ ,� 1 1 1 All Rights Reserved and designs incorporated C14 O� CO ,% �.' / This document,and the Ideas �_. O/ ; SO } /: X02 -� f( herein,as an instrument of --- _ ----- 5O i - 6 -' _ _ / I / i property of professional service,wa limey/ 1 2 •E f - �� � / ( Pratt Architects,PC and is hot to be used,in whole or in i Z part,without the written authorization of down of Va11 Commune Edward M Gwathmey // ` /J N ---- / / !/ 1 ry Jr or Henry Pratt BUILDING PLATTED // ( B5 /0 // / 1 Development ENVELOPE / / _ i / Plan B Id � /M.ealth fire ' ----- -- ----- --"_" Bou1z WALL ----- ---------''J ,-' � 4pproved �] 0" i s ° ° Date f, Demed ❑ ° J ,-� - -- -- Revised: Validity of Permit Sec 303 (c) 19 U C � /i �' -- F3 ` - rile Nuance or granting of a permit or approval of plans and Et PERMIT`:�ssue s;,T,i,Il,catlons shall not be construed to be a permit for, cr an a;Proval of, any violation of any of the provisions of this code E 15. 1,992~ or of any other ordinance of the iurisdication The issuance of 8500 :" �' -�`" a permit based upon plans, specifications and other data shatl not prevent the building official from thereafter requiring thb correction of errors In said Plans, spe fications and other — _ ---- - = - - - data " a` 0 OATE I i ' EDWARD M. ' I T E PLAN Y, J�� GWATH9ER. .� - ---- -- - N '2 ol- 1 SCALE, 1 ' = 10' -0' PLEASE NOTE , c /'" J/` __ �-' " ► ALL SITE INFORMATION HAS BEEN TAKEN DIRECTLY I FROM THE SURVEYOR ' S AND CIVIL ENGINEER ' S DATABASE, t SOME SURVEY AND C I V I L DATA MAY NOT BE SHOWN ON TH I S 10 PARTICULAR PLAN IN ORDER TO REDUCE CLUTTER . - - - _ �,- ---- --� --- APPROVED BY THE M r Sheet Number Qeo -,_- - �_-----'� .---' ,---- � ' �;— TOWN OF VAIL - a _-"- _ : r� DESIGN REVIEW BOARD ' UT/ L TY EASEMENT � 1 l'' 9:� DAM FOUNO e7E6AQ PLANNER: „ - -- -/ / �- r - - �- "- /// W/ PLA3 T/C CAP W/ PLASTIC C A PI-- -- - - " N 0499d5/ '3 / W 116 95 ' y I P s o ' CAN PHONE I N 86 '34 '1 I I 1 201. 33 1 �� \ \ \ \ \ \ \ I MANHOLE J I / ��' f \ \ \ \ \ \ \ FOUND REBAR I UTIL/TY AND DRAINAGE cASEM� \ \ \ W/PLASTIr CAP RIM ELEV. I l ENT .� � I ' \ � \ \ \ Ls # 114116 a 8471. 02 BASIS OF M ► I I / 1 1 I / I T T- 7 ELEVA TION MANHOLE A-1.4 RIM ELEV. -- 8453.57 INV. ELEV = 8439.30 MANHOLE LOCATED IN LIONS RIDGE L OOPS III I I I / / / I / / / / / \ \ \ \ \ i ► 1 I I � / I i T.P ► I J I I / I 1 l L 6\T 4 \ .TP ,35 349 SQUARE FEET\ \ \ \ \ \ \ I\ \ \ \ \ Q \ cn 0. 8 1 A ORES \ lbo 84 LEGEND oPE �- EXIS77NG GROUND CONTOUR 8� / l c� \ \ \ \ 1' PHONE 7FLEPHONE PEDESTAL CA CABLE TV PEDESTAL POWER ELECMIC TRANSFORMER `I 1 1 / Il ® / / l l \ \ \ \ ` 1 ` \ \ \ (z FIRE HYDRANT 4 GABION/ROCK WALL SANITARY SEWER I / SANITARY SEWER MANHOLE a o l I i l / / / / > i � ► 0 1 1 \ \ \ \ \ tP l / l I l l f l l l Nt 1 ' ' 1 1 4h. 1 , A \ \ \ \ TREE LINE (ASPEN) TP Lan Q; ° SOILS TEST PIT � �► f � o A__ � � l FOUND REBAR W/ PLASTIC CAP LS # 11413 Ar \ \ \ \ \ t / Opp \ \ \ \ 1\ 1 I I \ - EMEN \ 0 ° III I \ \ APE \ --\ \ SAS 50. \ \ \ EN�EL° ,.-- -� � p,INA�E I / iN / ANp \ \ �u����l�li; GRAPHIC SCALE ..®• ,, � U�� \ i_�i � r' \ �\G�o•� F 9� 10 5 l0 20 io OMME m•O 460 6-Z = c / IN FEET t 2 \ cQS % A., ` 1•-•• \�:: 1 inch = 10 it 02 //��/// Lls1\\\\\���\\\ CONTOUR IN TER VAL = TWO FEET DATE REVISIONS P D. BOX 978 SUITE 101 Q I t 1 077 METCALF ROAD Inter-Mountain 1420 VANC= STREET / ` t��(� In /f AVON, COLO. 81620 • • J ' \ .` LAKEWOOD,, COL 23e 0158 b LAKEVOOD, COLO. 8C215 \ ' ` = Duane Fehringer, a duly registered land surveyor in the cF,,•= •L= !sr�, (303) 949-5072 � �� Ltd. cc \ State of Colorado, do hereby certify that the survey shown hereon °Y, , F` {°"® nz I was done by me or under my direct supervision and the horizontal -_ ti'{• 1 {� ?P DMIGNFD ar PRD.ILCT N0. c„ \ �yr� '' a�� s TOPOGRAPHICAL MAP 91329 1 and vertical measurements are ccurate to the best of my ��� �,," ,��; O WTICI: According to Colorado law, you must commence knowledge and belief. �, y�ii�q/ w* °R"�B" LOT 4 BLOCK 4 D�, � f \ \ any legal action based upon any defect in this survey rT , `}� � REA I�w.S , s-1D-91 E _ withir, three years after you first discover such defect. f LIONS RIDGE SUBD/Ul'S/ON OIE02D Bl` ; f :- f = . �, �6 2 6 „s .��,`` DDF FILING NO. 3 1'112 0' t \ In no event, may any action based upon such defect in Duane rehranaer P•F• & t'..�'a. ', ,i, ;fi,`,' TO PIN OF VA IL ' \ this survey be commenced more than ten years from the FIMD BOOK D1!x • 41C,ET N0. h date of. the certification shown hereon. 259 123 EAGLE COUNTY, COLORADO 1 of 1 111 7' - f L O T 4 BL OCK 4 Gwathmey LION 'S RIDGE SUEDIVISION Pratt 9,490 ' t / _ TOWN OF VA I L EAGLE COUNTY, COLORADO 6 1 14 , J Y// PLASTIC CAP UT/L / TY A/V,0 ppp` \ PA /jti/A GE it G it ti \ f —Lr', z I � it ` 1` I W D it If it D LLJ U) W It l it it 111t \lit 0 LJ z Of n f ( 1� m 0 J \ , , 1 it If Df it \ ) r f l i J ov J , J \ �` \ , , 1 1 11 it f ) ! 0 ;, J f Ji `` , I 1 ' � + 1 l ( Z, �\ \ 1 1 1 1 t -------__ ( f / � I I � ✓ J' � I 1 <a ' j I t, , it It l it / 1 (11 j / i -� t l ` II �i �3 1 1', if If it If J I 'w i i !l I I ' I '1 t1 1+ ' it ' ''\ ` It II �FJ , J' r l j , ; I , �+ t A , A , A LS y 4 i 3 �( f If �� 1 I t l it ' y If , I O, \�m �.., , � �"" �'O �-�-�--- * � � \ `4� ° 5; \ n o 3 \ \ � \ 5 1 5 \`\\ r� ��1 T \s+v"' y���w'�'; ." I� 1 i r-� l���I T --�'��`-•' �?.y���"��JI� /Y`�' ----��G�'�Y� /il•���� O V o � r , z.s \ 1J ` \ V I \ \ , JUNE E1 S .' 1992 ' 10 it V TOWN Or oo • 3 � r , rte\ ..DATE.._, 5 �'� w ms`s H I M vV4Pv Ham(" To e� C� "� I N Y \- EDWARD M Gillg11i,9EY, JR. Y ;4 . o LANDSCAPE PLAN N SCALE 1 - Io -o A SYMBOLS ABOVE EDGE BOVOF DECK MITERED CORNERS- TYP I Gwathmey ROOM FINISH SYMBOL/KEY TO ROOM FINISHES 4.4 9 1/4• z s/a• TRIM Pratt 10' -0' 33' - I ' CEILING HT Architects,p.c. ROOM NAME/NUMBER FIN JAMB 1000 S. Frontage Road West V VARIES(SLOPED) 1 ' -2 3/4' 1 ' -2 3/4' 1 -4• I ' -4' � r 7' -6 1 /2' EO 9' -0' 9' -O' 9' -O' EO , R.0. FLOOR BASE WALLS CEILING CO CARPET LED CONCRETE CT CERAMIC TILE GP TEXTURED TILE DRYWALL GP CERAMIC TILE 4 PANEL DOOR CT CERAMIC TILE ST STONE GS SMOOTH DRYWALL GS SMOOTH DRYWALL 0 SL SLATE T TILE AS SPEC'D GT FIRETAPED GYP GT FIRETAPED GYP I , ST STONE V VINYL P PLASTERED DRYWALL P PLASTERED DRYWALL 15 16 17 U T TILE AS SPEC'D W WOOD AS SPEC'D W WOOD AS SPEC'D W WOOD AS SPEC'D Z c' 5 I/4' z 3/4• BASE V SHEET VINYL WP WALLPAPER WP WALLPAPER p O VT VINYL TILE W WOOD AS SPEC'D U eL 500'-5• o 1- N O T.O.SLA13 of 14 I GARAGE I COI W I GPI GP - s 21 ' -O' e 5 1/4• z 3 1/4' z 5/4• PLINY = BLOCK- EASED TOP rh' AND SIDE EDGES 6' -6 1 /2' 14' - L_E � ,U EDGE OF HOUSE 5 ► /2' -rte _ ABOVE 2 ELEVATION ® INTERIOR DOOR Z A SCALES 3/4. 1 '-0' CARETAKER UNIT ONLY .— 4. 1 A Et_ ' f ' 4. 1 1' =LAG — — — — — — — — — — — — — — — — — — 1.1..1 4.3 I �•�' � , O N • O I) Z M N W ,,^^ EL 50t'- 2I/2' L VI- p CONIC WALL-SIZE AS NOTED � I N � � 0 CA WTGP GP 9 ' I 21 ' -7' 10' -4 1 /2' I d Q a I WAFFLE BOARD TYPE RIGID I INSULATION OVER DAMPROOFING/ r n 01'-9 2• 4' -O' I WP MEMBRANE AS SPEC'D v I a Cy D N r.o.SLAe 3' -8' ' I 10 __ LANDING 4T • I1 ' o5 Z I �( 3 2 HOSE •° Y BIBS O B8 0 R.O. F WOOD OPEN Cn CONIC FDN WALL J BALLUSTER RAIL MECNAN I C ENTR S I COI W LGPI GP I - \/ c� p T - - v - . N vCl 2O ^ n 1 eL 50s'-11 11 A. CONIC WALL-81ZE AS NOTED V (D �f' D AT I6. O.C.-SIZE A8 U Z Q1 i T.O.SLAB I i I I I LG .o L� _ Co DN I 1 i I i 1 3 /�// >< PURRING NG I eL �'-O'I I I I I EL 5O1'-O' r �% DETERMINED BY DIM GIVEN O O T.O.ELAS I t i 1 I T.O.SLAB �, INDEDRYWALL DLIRRNOTED) v I 2 PULL DEPTH INSULATION- M - O TYPE AS NOTED 1( U I µ ' 2 I a 6 MIL POLYETHYLENE + LJ.. OFE N _ 3 Q VAPOR BARRIER-TYPICAL CARETKR KIT I ABOVE / I - � � + C W GP GP 9' I \ / \ / I I I 6. i AT BASTNSE GARAGEB.WETC)- W N 5/8' TYPE X DRYWALL r �D 3®' _ ♦ \� \v TEXTURE AND FINISH AS NOTED O ,4 ENTRY BENCH w/ J 6' -p• WAFFLE BOARD TYPE RIGID = r.1 I•- O WP MEMBRANE AS SPECIFIED T W P v ��'♦//d�� AAHNDLBOOT CONIC INSULATION OVER DAMPROO-[NO/ v I I CURB I ES BELOW , EL O s L ,e1O• ( EL 504'-O• N FDN WALLS w/ WD FURRING O I T.O.SLAB BUILT-IN OUNTAIN IMUD ROOM I� DRESSER UP B°$�iTOR ----- ST W W GP 9' t __ ♦ OPEN 1ALLUSTER • - FULL RAILING w/ PARTS ARCH A I 4. 2 WDTH ---- --- SUPPLIED BY OWNER- RROR NOTE IADIUSED 2z WD FRAMING AT Ib' O.C.- _ rr. BOTTOM TREAD 10 N ' STUD SIZE AS NOTED (MIN CID t _ M 5 ----------- O FULL DEPTH TER TTS BATHS.REOU I RED IN PERIMETER WALLS 1C.) J BEDROOMS. GARAGES, ETC - ♦ ONE LAYER 5/8' TYPE X DRYWALL --- --- _ .� - � EACH SIDE (TYPE WR/X REti'D AT BATHS N r a® 9 • GARAGES. ETC)- ATTACH TO FRAMING o -o --_- --- --_ -__- _ = PER UBC REQUIREMENTS. TAPE 6 ' 1• N , TEXTURE AND FINISH PER SPECS d N O I to-A9 1 O N i � INTERIOR PARTITION 0 ARETKR BR rr� •,v r� '� r`� C W GP GP 9' E6EVATOR UBC TABLE 43-81 ITEM 16 - i . 3 �1 cAe E L E V EQUIP STORAGE I ��II c W P GP 9 ' 9 . ' HR STC 35 — 39 ©Copyright i 1 Gwathmey/Pratt a • a a I STAGGERED WO FRAMING AT Architects,PC CARETKR BATH 4 A8•NOTED- STUD SIZE All Rights Reserved ICTI W IGPIGPI 8' r FULL DEPTH FIBERGLASS This document,and the Ideas 3 1 /2' I BATTS-TYP I CAL and designs Incorporated I Z--� � 1 LAYER 5/8' TYPE x herein,as an Instrument of 12' -9 I /2• 5' - I • I 8' - I ' 4'-3' 6' -2 112' 8' 17' -9' vF� DRYWALL (TYPE WR AT professional service,is the BATHS. GARAGES. ETC) property of GWathmey/ 1 Pratt Architects,P C and Is 2' -4 1 /2' 5 1 /2' 1 1 /2' TEXTURE AND FINISH AS 4 NOTED e us , n in whole or In part w 5/8' TYPE X DRYWALL of ON 1/2* RES I L I ENT FURRING authorization Edward M Gwathmey ' Jr or Henry Pratt ^ N N ' vt � ,5 STAGGERED STUD INTER1012 WALL � I . Date 1/2' SHEATHING-TYPICAL r EXTERIOR WALL MAT'L AND Revised. MEMBRANE AS NOTED 1 2z WD FRAMING AT AS 16* STUD SIZE 1 2 6 UNEXCAVATED i v 1 FULL DEPTH FIBERGLASS - - CRAWL SPACE i BATTS-TYPICAL 6 MIL POLYETHYLENE BLDG ,PERMIT ISSUE, VAPOR BARR I ER-TYP I CAL - - 1 JANE 15 1992 • a. ,� ' , ._. ' ! i AT81 NS 1 DE ( DRYWALL X/WR 1 AT BATHS. GARAGES. ETC)- TEXTURE AND FINISH AS 1 NOTED ,O EXTERIOR WALL 20' -6 1 /2' 37' -6 1 /2' 6' -0• Ir i EDWARD M. e GWATKIE`l, JR. FULL DEPTH UNFACED FIBERGLASS SOUND BATTS PLAN - LOWER LEVEL 2 z WD FRAMING AT i s' � AS•NOTED- STUD SIZE `�--r rte-"";fie n SCALE, 1 /4' - 1 ' -0' GROSS AREA THIS LEVEL - 1589 SF N _ '2 6 MIL POLY VAPOR " �t �' rvsi c �� �1���� 1 BARRIER AT STEAMSHOWER WALLS TOTAL AREA BOTH LEVELS = 4237 SF AP WALL TILE OR MATERIAL AS SPECIFIED-THINSET 1/2* GEORGIA PACIFIC ,.t.., . --. DENS-SHIELD TILE BACKER BD OWN 0 1..., ��PL TEXTURE AND FINISH AS L. Sheet Number NOTES ALL DIMENSIONS ARE PROVIDED TO SHCM1 NOTED DESIGN INTENT AND ARE SUBJECT TO FIELD CONDITIONS AND MATERIALS AND METHODS USED. CONTRACTOR TO FIELD VERIFY WO DIMENSIONS N I N TILED WALLS BY 7-6 .��.. . AND ANY MINIMUM DIMENSIONS REQUIRED BY 'O UL DESIGN U329 STATE AND LOCAL CODES BEFORE BEGINNNG -- -- ----------•-------------------.DATE I HR THE WORK. NOTIFY ARCHITECT OF ANY SERIOUS DISCREPANCIES. A2A A A S 41 4. 1 • SYMBOLS CONT BEAD SEALANT Pratt ROOM FINISH SYMBOL/KEY TO ROOM FINISHES 4.4 2x4 WOOD TRIM 00 •.g Road West Colorado CEILING HT Tel: (303)476-1147 Fax: (303)476-1612 ROOM NAME/NUMBER 27 _ 1 • 6'-O' — CONT BEAD SEALANT V VARIES(SLOPED) FLOOR BASE WALLS CEILING I I STUCCO PER TYP C CARPET E PAD - NONE CT CERAMIC TILE CT CERAMIC TILE DRYWALL RETURNS CC SEALED OONCRETE CT CERAMIC TILE CP TEXTURED DRYWALL CP TEXTURED DRYWALL 2 -O• DECK W/ 3/4' RADIUS SL I ATAEIC TILE TT STONE 08 SPEO'D GT FIRETAPED GYPL GS TT FSIIRETAPED GYP OVER-10 !L 011'-10 1/2• CORNER TRIM- TYP ST STONE V VINYL P PLASTERED DRYWALL P PLASTERED DRYWALL FIN DECK T TILE AS SPEC'D W WOOD AS SPEC'D W WOOD AS SPEC'D W WOOD AS SPEC'D SKIRT TRIM- BE LCW V SHEET VINYL WP WALLPAPER WP WALLPAPER — VT VINYL TILE W WOOD AS 8PEC'D ———— — r - I _iv N PATIO 10' -0' 1 /2' ST 2. 5/4 WOOD SILL N ' 8' -0' a 21 '-O' 10' -0' 13' -6 1 /2' 2' -0' Z ` A NOSE 8109 O 1 ' -4• PLAN m TYP WINDOW JAMB R.O. L 6 1 I '-2 3/4• GAS HOOKUP 1 ' -2 3/4' A O SCALEI I 1 /2' - 1 ' -0' Uj I FOR OUTDOOR 91 I/2' S1 1/2' 4 GRIIL FIN 60CK FL N DECK / r V Q SY' Z W O' U' BO -JI /� T T.O. DlCKING , N / / �♦ // STEREO SPEAKER - / �\// ALOOVE- SEE A9 I V f7T \ GAS 442LFIREBOX Q 49 O BEDROOM 2 O r +'M TV CABINET ABOVE ( r n D1 W/ POCICeT DOORS DOOR FRAME v J C I W IGPIGPI 9'1 L I V I NG 125— Z RAISED STONE yV W �] W V HEARTH w/ STONE ' I MANTEL Aav \( DRYWALL RETURNS I I -A9.I I WOD'FLOOR TO I4A.VE I � CORNER•TRIM-RADIUS YP � O 2 2 O-- I fH 12' ADJUSTABLE BATH AT 2 SHELVES ABOVE 1!S' BORDER CONSISTING I N I BABE CABINET OF DIFFERENT COLOR i J CT W WP WP 8' I ( RANDS OF STAINED i fTr Q I _ WOODS- SEE SWEET A9.3 I .O a, SEE SWEET A9.2 FOR 0 a, REFLECTED CEILING MED O I CAB ®a PLAN I CEILING AND t D FALSE 0 , O I I CEILING BEAMS AT I N TM I APPIOX 6'-O. O.C. 20 I DRYWALL RECESSES TRIM AT PILASTER I C o PLAN ® TYP I NT DOOR JAMB Z o ? o 21 c1 � - SCALE11 1 /2' 1 ' -O' m 0 \ DISPLAY EL 14 It 1/11 NICHE w/ (3) ADJ T.O.SLAB OPEN \ SHELVES Li BOOARDNG TO \ \ I L! J pO p _ LAUNDRY �1 I \ ARC �- a T VV GP GP 9' 23 t)(2 N 1 i I A'acv \\ \ ABOVE �RNET / 0 ATTIC —�I N n STAIR 1 � t l BELOW \ \� I wD�81PPER a-A9.1 I I \ \\ / DINING DRYER WASHER ® tR I 1 OPELUBTER \\ \ W V N I I - - - - - - - - - - -- - r l TTYPICAL ti \ \ _ EL 314'-O' O \ /' • T.O.DECKING UPPER HALL (� W W P 9' \ ' �� O P I \\ 2x WD FRAMING AT 16' O.C.- STUD SIZE AS NOTED (MIN ' 24 I-A9.1 O �� �/nl L 2x4) DN ® ' ' 1 FULL DEPTH FIBERGLASS SOUND BATTS REQUIRED IN PERIMETER WALLS OF B ELEVATOR 2 8 u1 Q BATHS. BEDROOMS. GARAGES. ETC CALL 0 4.2 ONE BUTTON — — i — — — — — — — — — — — — — — O O _ O LAYER TTSYPETWRE%XREOYD AT BATN8 HALLWAY I LL — N GARAGES, ETC)- ATTACH TO FRAMING 2 5 REF 1 1 STONNTERTOP8` O PER UBC REQUIREMENTS. TAPE I 1 I TEXTURE AND FINISH PER SPECS INTERIOR PARTITION BEDROOM 3 a® I K I TCNEN \ —, 1 2 I HR UBC TABLE 43-B t ITEM 1 6 - 1 . 3 W P GP 9• a _ _ 12 STC 35 - 39 a 2 6 i 10-A9.1 2 9 I ® N I fyl, ° O I \ \� O � I w �W n '4q �J O STAGGERED WD FRAMING AT 2 4 16' O.C.- STUD SIZE ©Copynght AS NOTED Gwathmey/Pratt -----__—__ __L i Architects,PC J Z I FULL DEPTH F 1 SERGLAS I All Rights Reserved A\ DROP'D I I I =_ --- M BATI I BATTS-TYPICAL cE 1 L G I I I 30 CT W GP GP 9 ' C2 DRYWALL (TYPETWREAT and desig se ncorporated eas _ I I O BATHS, "RACES. ETC) herein,as an Instrument of I I TEXTURE AND FINISH AS property n Gwathmey/ BATH AT 3 6• I —� ————————I NOTED professional service,Is the s/a• TYPE X DRYWALL not to be used,In whole or in 1 S'- 1 1 1 /2• CT W WP WP 8' O I MASTER BR _ _ = Pratt Architects,PC and Is MED CAB part,without the written W P V I FLUSH ON I/2' RESILIENT FURRING TA _ authorization of • I FOLD o „ Edward M Gwathmey ATTC sIR ®a F — — — — — — — ,5 STAGGERED STUD 1 NTER I OR WALL 4. 2 Jr or Henry Pratt N I I I '�M N �o — C2 I I I 3' NOM I I i �o ON FLOORXWD I I MED CAB MlD FLUSH O ' ate i/2' SHEATHING-TYPICAL SSTONE MANrEL I I I o 12-A9 1 F I ® EXTERIOR WALL MAT'L AND Revised. Z MEMBRANE AS NOTED CAS LOGS IN I I N LU d 1 2x WD FRAMING AT .O D RD43M FIiEVM I I I N 1 AS•NOTED_ STUD SIZE 1 2 �d. I I I 3 1 O ZO 1 FULL DEPTH FIBERGLASS �D/ r� I I �~ — 1 BATTS-TYPICAL - M CLOSET I 1 BLDG'PERMII' ISSLE� HOSEE / RISE PRAAIED I C W GP GP 9' I 1 6 MIL POLYETHYLENE , RIDGE IN O— ; VAPOR BARRIER-TYPICAL JUNE 15 . 1992 AT 5/8' TYPE X DRYWALL GARAGES. ETC)- 47— ( TEXTURE AND FINISH AS 1 NOTED ,O EXTERIOR WALL r 3• / 6 t, EDWARD M 20'-6 1 /2' 9' -6- I 13• -3 1 /2• I 5•- 1 • ,'` GW'�AT��//HMEY, 1R. ;p8h C-L ® / . FULL DEPTH UNFACED 37' -6 I /2' 6' -O BATTSCLA88 SOUND 2x WD FRAMING AT L 16• O.C.- STUD SIZ "4 PLAN - UPPER LEVEL M. SHOWER 6 NOTED CT CT CT CT 7 ;'s E Ems, ° x1 N 6 M 1 L POLY VAPOR k� � BARR 1 ER AT STEAMS R .y Fi SCALE, 1 /4' - 1 ' -O' WALLS y 1 d GROSS AREA THIS LEVEL 2648 SF 1 � TOTAL AREA BOTH LEVELS 4237 SF M TOI LET ? WALL TILE TL CT W GP GP 8' DENS-SH IIEEGLDATPI LS I B ER B� i 1%.V 1 0 1 V A I Sheet Number TEXTURE AND FINISH S 1 �V i NOTED NOTE) ALL DIMENSIONS ARE PROVIDED TO SHOW DESIGN INTENT AND ARE SUBJECT TO FIELD CONDITIONS AND MATERIALS AND METHODS USED. CONTRACTOR TO FIELD VERIFY DIMENSIONS (6t AND ANY MINIMUM DIMENSIONS REQUIRED BY BY_, F ..,DATES STATE AND LOCAL CODES BEFORE BEG I NN 1 NG .O TILED WALL S THE WORK. NOTIFY ARCH 1 TECT OF ANY SER 1 OUS I HR U�- DESIGN U 3 2 9 DISCREPANCIES. A 4 4. 1 Gwathmey 1 Pratt 4.4 Architects,p.c. / 000 S. Frontage Road West= Vail,Colorado 81657 Tel: (303)476-1147 Fox: (303)476-1612 ?. I PRE-ASSEMBLED RIDGE SHAKES 12 8 CONTINUOUS ROLL VENT RIDGE VENT- TYP 15' -0' INSTALL PER MFR'S INSTRUCTIONS- NOTE ROOF DECKING AND MEMBRANE DIMENSION AT T.O.DECKING STOP SHORT OF PEAK AS SHOWN SAWN CEDAR SHAKES w/ 30 LB FELT / INTERLAYMENT- ON FULL BITUTHENE / ROOF MEMBRANE- NOTE MEMBRANE / NOT CONTINUOUS ACROSS RIDGE / Z N O — W rD Z A (L 4. 1 PAINT LOK SHEET OJ MTL CRICKET- PRIME E PAINT N 5/8' DECKING AND ROOF FRAMING- SEE STRUCTURAL I STUCCO CHIMNEY w/ 4.3 PRE-WEATHERED R-38 GATT INSULATION H/ 4 MIL _ COPPER CAP — ---I — — — — — — — — — — — — — — — POLY VAPOR BARRIER- HaLD BATTS — IL — TIGHT TO FALSE CEILING FRAMING 0 3 0 H I BELOW OR TIGHT TO BOT OF JOISTS TO 2 .3 a NOTELFALSEICECILRINGLFRAMIING NOT SHOWN U) r — — — — — — — — — — — — — — — — — — — , II — o 3' -0. I I I I EDGES OF DECK (][ BELOW� I I U)I I i I DASHED LINE W o I I I I SHOWS EDGE O F (yJr.� HOUSE BELOW L. J 7' -6• I — — — DETAIL - ROOF AT RIDGE VENT I 2 .3 2 i I , SCALE , 1 1 / 2 " - I • -o• �[ C9 Q 1 1 1 I z O z 0 Z - - - - - - - - - 1 1 o , m -I0 N LL U co 2 1 1 RIDGE VENT , uV1 2 MAT L- NO N .3 I SETBACK AT PRE-WEATH=RED 24 OZ -, ; i I PIPS I COPPER CHIMNEY CAP o 1 w/ ALL JOINTS LAPPED W (- O W } I AND SOLDE2ED •O ~ 8112 — — — — — — — T.O.DECKING AT RIDGE- 535' -0' _ — — — — — — — — I _ Q ;0 f- Q Of SLOPE DOWN — — — — — — — — — — — VERIFY — — — — — — — — — — — — — — I I z _ a Z Z> I \ o Y , Z , _ o N z W — 2• -0• Z W 00 co TYP U 6 w o 1 D , 1 2 W u, o O o I $ I I 2 .�,� i o - — — — — — — — — — I SLOPE DNS ~ OD e N I �- 4. 2 _ — — — — — — — — — 8112 O Q 2' DIA CCPPE12 PIPE AT ALL CORNERS i 00 1 I O Z Z co I 3O W SELF-FLASHING WIND-PROOF o J TERMINATION AND CHIMNEY I I a- O MANUFACTLRERPPRCME AND I ( I 00 � PAINT O u) Q LL I PRE-WEATI-ERED 24 OZ Z 1 Ur w i AND SLOPES AS SHOWN- 2 Z > PROVIDE FLASHINGS AT FLUE AS PEOU I RED _ 2 ' ;o U — I ©Copyright L — — — — — — — — — — — — — — — — — — — WI - - - - p0 I Gwathmey/Pratt _ 2 Architects,PC 0 I v All Rights Reserved . This document,and the ideas _ designs incorporated` herein, an instrument of I I I ><1 2 a professional service,is the STUCCO SYSTEM PER property of Gwathmey/ FRAME ACONSTRUCTION Pratt Architects,PC and is L ON TYPICAL not to be used,in part,without he written or in authorization of A I — I I Edward M Gwathmey Jr or Henry Pratt 4. 2 SLOPE DO'✓VN , I SLOPE DOWN D. 8' 12 I I 8112 1 LJ Date I STUCCO CHIMNEY w/ O d COFPE12 CAPPED , N Revised: PAINT LOK SHEET METAL CRICKET- PRIME PAINT I 13LCG PERMIT ISSUE+ �o � 3 I JUN~ 15, 1 9,92 _ 2 .3 — - - - - - - - - — — — — — — — - - - - -^ — — — — — — — - DETAIL - CHIMNEY CAP A " - SCALE t I 1 / 2 " = 1 ' -O' t y EDV"IRS i'1' ���dAT�1ii1:Y, 1R. g� 15' C 0-O• -2 3' -O' V v DIMENSION AT T.O.DECKING C� PLAN O F N SCALES 114' pll� ^c � ^ � g I { k. D Sheet Number NOTE, ALL DIMENSIONS ARE PROVIDED TO SHOW TOWN O F_ A IL DESIGN INTENT AND ARE SUBJECT TO FIELD CONDITIONS AND MATERIALS AND METHODS USED. } CONTRACTOR TO FIELD VERIFY DIMENSIONS AND ANY MINIMUM DIMENSIONS REQUIRED BY STATE AND LOCAL CODES BEFORE BEGINNING ' THE WORK. NOTIFY ARCHITECT OF ANY SERIOUS BY.. /a/ - DATE �� F .... , -- DISCREPANCIES. PRE-WEATHERED COPPER CHIMNEY CAP - TYP "" Gwathmey PRE-WEATHERED I 6' Pratt COPPER FLASHING - TYP 4.3' Architects,p.c. :0 1000 S. Frontage Rood West Colorado � EL . 536' -8 1 /2 ' - 3 Fax: (303)476-1612 T .O.D. • RIDGE 2 ,3 /—PAINT LOK SHT MTL FLASHING PRIME AND PAINT - TYP IEL . 535' -0' 5'-0' STUI✓CO T ,O.D, • RIDGE 12 12 � 8 8 � I O z_ 12 � g EI.0.D30_-O' 2X4 TRIM n CUT FROM 2X12 STUCCO Z% OO Z STUCCO O ' w STUCCO o W > � LL z m p / \ / \ �q v I p O WOOD RAILING AND CAP v / \ H w 6 RETURNS TO WALL Q 000 ` / a a, .� ;° a 2X 12 FASCIA - RETURNS TO UI 11 .° � a O of m a nl II III,, II Ii WALL - TYP •D O O STEPS BEYOND - I It 1 I. II -- - - - --1 EL . 5 1 4' I I II 1 ---- L=__=====J1 , - -- ------� '------' T.O.D. UPPER LVL EDGE OF STONE •� C TIMBER BRACE O PAVERS AT DECK �, 4 2 RED STRUCT . EL . 511 ' - 10 1 /2' CY T FIN DECK AT 2X FASCIA OUTER EDGE WOOD RAILING AND CAP of 2X6 HEAD TRIM - TYP Q WITH METAL ACCENTS AS STUCCO WITH 2 ' OVERLAP " 0 PROVIDED BY OWNER O , O O OO F STUCCO of ' 2X4 WINDCW TRIM - TYP 0 - 4 2x10 HEADER O O 3 to O VERTICAL 1X6 TEG WOOD rQ Z O SIDING APPLIED TO o v ALUMINUM CLAD WINDOWS - TYP GARAGE DOORS $ a Q UI 11 I I I 1 a O O p iii ii iii it ,t 2X WOOD JAMBS - TYP z n I` _— L ___J I L __ _ 11 W m a - - -I EL . 504' -0* W j �- T 0 S Q EL . 500' -5' --+- -J ' T .O.S. GARAGE T FRONT OF GARAGE BOULDER RETAINING — — — — — RE, SIlE PLAN WOOD CLAD PANEL — I ENTRY DOOR 2X WOOD TRIM EAST ELEVATION r SCALE) 1 /4' EL L . 536 '_8 1 )2 * T.O.D. • RIDGE 12 12 8 8 s ©Copynght awathmey/Pratt PREFABRICATED RIDGE SHAKES Architects,PC 7.-6' L ON R I DGE VENT - TYP 9 All Rights Reserve This document,and the Ideas MEDIUM WOOD SHAKES - TYP and designs Incorporated 2X4 TRIM herein,as an Instrument of CUT FROM professional service,Is the 2 X 1 2 J property of ^awathmey/ ROUGH SAWN GLULAM BEAMS - Pratt Archltects,PC and is NOTE CARVED END TREATMENT not to be used,In whole or In SEE ALSO STRUCTURAL DRWGS part,without the written 12 authorization of Edward M Gwathmey Jr or Henry Pratt 8 O WOOD FASCIA - STAIN - TYP , m IL Date / \ / \ o O \ Revise o \ � N I � .o � H F / ;c v O �STUCCO� a \ / �STUCCO� `\ / u STUCCO _ or \ / O / \ / p O \ / BLDG PERMIT ISSUE \ / o JUNE 15, 1992 0 �STUCCO\\'- N� *T .O.D.L , 514' -O'UPPER LVL EL . 511 - 14 1 /2 ' s e ~ I I I I I � � FIN DECK AT I I I I OUTER EDGE - GVUAT�H EDWARD STONE sT E� � �1� I �- � I I I I STUCCO 2 4� y� , D A BOULDER RETAINING WALL Sheet Number RE, SITE PLAN 1 I ,C- -�1A I I I � EL . 500' -5" QY.... �-------- 4 A3i T" -f— T .O.S. GARAGE AT FRONT OF GARAGE SOUTH ELEVATION SCALE, 1 /4' Gwathmey Pratt • � Road West oi Colorado EL . 536' -8 I /2. Tel (303)476-1147 Fax: (303)476-1612 • T.O.D. • RIDGE 12 EL . 535' -0' 8 STUCCO T.O.D. • RIDGE 12 8 . 12 8 STUCCO r " " Z STUCCO O - t \ V 0 STUCCO, Z O / \ TIMBER BRACE 0 v 0 W RE STRUCT \ / / �" of \ / a o \ / 0 o_ \ o o O o O V p WOOD RAILING AND CAP WITH METAL ACCENTS AS r iii iI i I iI iI i I iI t I r \ // o — PROV I DED BY OWNER I m. / EL . 514' -O' " EDGE OF STONE L T O.D. UPPER LVL PAVERS AT DECK v a W Z EL . 511 ' - 10 1 /2' - D1 O FIN DECK AT WD RAILING AND CAP OUTER EDGE RETURNS TO WALL I -1\ STUCCO F E G2 2X12 FASCIA RETURNS (D 2X FASC I A \ / / \ / TO WAL L Y C9 Q LL _ a O — 0 O < 0 J J J WOOD CLAD r I M — O DOOR - STAIN / a U_ U / - EL . 504' -O' / > a —1 T.O.S. ENTRY LVL .� Q !1J p = Q 10 EL . 500' -5' � \ T.O.S. AT FRONT OF GARAGE — I NORTH ELEVATION SCALE, 1 /4' - 1 ' -0' _ 3 ' PRE-WEATHERED COPPER CHIMNEY CAP - TYP 7'-6' 2' -O' TYP PRE-WEATHERED COPPER FLASHING - TYP EL . 536' -8 I /2' T . • RIDGE EL . 535' -0' 12 T 6-D. • RIDGE 8 PREFABRICATED RIDGE SHAKES 12 101-01 ;• ON RIDGE VENT - TYP 8 g -0. ©"Copynght 12 Architects,PCey/Pratt 12 All Rights Reserved STUCCO 8 8 This document,and the Ideas Id and designs Incorporated herein,as an Instrument of MED I UM WOOD SHAKES - TYP professional service,Is the property of Gwathmey/ Pratt Architects,PC and Is not to be used,In whole or In PAINT LOK SHT MTL part,without the written FLASHING - PRIME authorization of AND PAINT - TYP Edward M Gwathmey ROUGH SAWN GLUE-LAM BEAMS Jr or Henry Pratt STAIN -Z TREATMENT O- SEE CARVED - STUCCO DRAWINGS WOOD FASCIA - STAIN - TYP Date Li Li Revised: BAY WINDOW NOT SHOWN BEYOND J2 / \ G2 / \\ 2X6 WD HEAD TRIM WITH 2 ' OVERLAP O O v O GI p O O / TYP AT DOORS AND WINDOWS STUCCO \\ // _ - a / m /O o 0 2X4 WD TRIM - TYP AT DOORS AND WINDOWS JUNE PERMIT ' 1 992 LL STONE PATIO WALL \ / 0 0 co $ a g \ ALUMINUM CLAD DOORS 0 r o .o r 'o ► \ / AND WINDOWS - TYP { - EL . 5 1 4' -0' u T.O.D. UPPER LVL ' EDWARD M. '<<> WATH",AEY, JR. I _ ,,{{ '� �.ea� �,�j,.. i;�;ln,,�� t�li�r_.,J' iii �� - }i- S] k +Y� • Goa '�.1✓. 'ki�ro+'r"' '�{«'J �7:� REOTAII NFI NGEWAL LGSOTRUCTURE , "� E � '` a ' RE , LANDSCAPE/CIVIL DRAWINGS �.✓ r��D At�C s BY.. . c ....•�,��.... _...�... i°�7- Sheet Number `U WEST ELEVATION_ — — — — — — SCALE, 1 /4' - 1 ' -0' Gwathmey sir 4 X r2 I AA), �tp Pratt PA, �V--r �o_ -r;ZOAC7 Architects,p.c. 1000 S Frontage Road West Vail,Colorado 81657 Tel: (303)476-1147 Fax: (303)476-1612 0 v41 Ohl.oil IAJ.0 1,L Li 4;rr—=R. d rp1/2.1 Z TP rall, :r 0 t!V)• 11-4 10MA""ev W-riio 1-4 > 000, VAII - - L_ LU 4) LP TIC 0100004 00 1/1 �N% e? C-IL-0 L-�t-1 �4WW-d7L.4 i --r2P 1.4 M Z Hob ff, Oe-100 tU I , '�' j� ' � ! /7.11 PART' 13f� T 'C7 r n 01! 000 101 4-14 Y_ wetvo -nzajeiicp ------ (D I I F,F. i-_I CO I-TC 1­4 E FJ Z r T:r r-'�1­4 jO1,1rrk.-.r tVTE4 0 I io,- o il ( AtO C QV Lo W S,r.;I e,r-5 1,;4 ED 0l4 Q 10_�L_L.. t1 S 12.5 rV 01 P L101:11"Irl— –r-P. fireAri C,;Z.A,�AJ L.rC F4AC1151`1Z. j AV 7- or. . 0 loot- III -V POOH H E44-P 14�914hrp _r"for-P. 1-0 11 Z 0 Z U M — 0 U_ C t-SE TIO ► � Of _j 1 N 1y H LLl 0 :1 > 47 1/4?-11 4� 1. 11 4=) I I ( 0 le, 9:i 'STAIR DE-m-O"MIL- i- '1`2tII' - C.0 11 Cl 41 A6 II / / , ------ --, _Y ___ __ _ >z 1 p ----- - - - - - - I I ; I} I I Iti ( fir_IX II_ p F?_A, a 0 Copyright Gwathmey/Pratt r Architects,PC Nzz FF=r li?_�Lj All Rights Reserved -all This document,and the ideas and designs incorporated L?_voF:' (2 -) 1� I�_) herein,as an instrument of I—Al professional service,is the rl 91 F.1110 1­4 P- property of Gwathmey/ 7 L Pratt Architects,PC and is 196^v— 47F=' 7-IzU s;,ep not to be used,in whole or in part,without the written -rV—Lj Is, authorization of Edward M Gwathmey Jr or Henry Pratt r TTP I I el I Date Revised: f-(c, i )K eo We;w ry SOFFIT a-ra 1-4 V I I , L-t.. BLDG PERMIT ISSUE, A2 F-;EZP TH$ZIE-E. L I= eol lep r_lz� JUNE 15 . 1992- r4 40P LI N 1 1 4;p L. 0 • Pe,*, I X 7:1 H F,^0 r If(W f Prn%, TLA<r.Gep I W Co I T W"F V i-\%, IL JfD AIR CA-a F--r^le-E42 T.4% IV \+ I- it .......... L..S\4*.,rOr— 1017 BY--- - ---- ............ I .• II Ch 7 {8 50 4•� Sheet Number T_ �-j .S, TOI ; I Y E II 1, 11 GONG 47 L� "7 Gwathmey Pratt Architects,p c. 1000 S. Frontage Road West Vail,Colorado 81657 Tel: (303)476-1147 Fax: (303)476-)612 L.WS OF 420Fr-1"T 0- �409TH U) 1'2� A > Y 2. vl�— 40 L.- L90 19 90'L4 V0 Z M Uj U) W M L-0 E? it / - Po-NT -P LLJ z LS 0 U 0"n f 17 F,;Ivxi Tw coo -7- 0- 47 LA-Fr► - �, 11 ( < 0 D V-4 CD M 0 4 Z . 0 , Z DI! loli 001P -r;z 1 0 SECTION A' ' Y4 it M 0 11_ o I - - - -- - LL, 0 12 WrAl W I W F, Uj 0 7 -j 1>1 E � CN, . v4�� : � I It 4Z 1 tzooF I ll-j C-1 La T rl eJ T. o . lZ I 1-1 (D Copyright I 3wathmey/Pratt Architects,PC All Rights Reserved F OWF= This document,and the ideas and designs incorporated herein,as an instrument of professional service,is the =of Gwathmey/ hitects,PC and is t2 IZlip&.10 MPEV-H not to be used,in whole or in part,without the written authorization of 111�.T 0, a.+ Edward M Gwathmey < , Z;a;7— Jr or Henry Pratt 10� EPF I 'A < Date L-00W- &IL4-r all- Revised: '8L0Q PERMI-T 1,13SIJI115, PetV 7Hl2Se- U. H't.I -re--F4 e4-4 1�4 1 t-J JUNE 15 199 2 14 T 1 0 E,11114. TJ Jot-rp-r > r- L-41L. o b•I j C EDWARD M. GV4ATHjAEY, JR. J 0 0 - Sheet Number TOWN VAilL Y 54 SECTION B F- .....DAT _[----------------- Gwathmey Pratt Architects,p.c 000 S Frontage Road West Colorado Tel: (303)476-1147 Fax: (303)476-1612 Z O U Z Y W > a ()U 0 D J Z J cn aQ WU wQ Q W 0o w ° ot (Jn _ 0 a O O oa F- a d O n • Ol ON I N2dO 119flOtl 0 d01 OL Z .b/ 1 L •'b/£ O- • 1 .V/ 1 OI - 19 -1111=1111= =1111=IIII=1111-1111 < 11, o 1=1 I I NEI 1 104111=1 I I 1=1 I I 1 o ► , - =1I I I-1I I I-1I 1011 DO 1 I IM IN V 0 Q I I I Md I I Ed 111-1111-1111=1111=1M I I O 1111 z 0 Df o C> *_ -1 I 11=1 I 11=1 I 11=1 I I I-1 I I Md I I I-1 I I I- -- ° C> IIII_1III-II1I-r. 1111=111 - - — ,. — _ � � tL U M. r E1 I I I I I I i i-1111 ;,y ���� 11-111�- IIN J 4 A .• . • d I IM 0 O O O �O '�O �O �O A 10 j 0 '0 'O O f- {77 1.al > N N N O N N N N N d N N N O a •� } A `�` }~QOM r J - v I 1 I I I- N N N ►�� ---����-��a� -,k, .r° • �• 1111= .. . II11 ,ill � N N I I --I I `� � 111=11 -1111= a °o II II„ � � III-1111 0� J Il-11 �� �IIII_ • W II 1111 t— o 1 1111 LL .z/ I Q - IIII- �Q W 1= II - -- - 111�IIII Z N� � IIII IIIi+ ��IIII"-' 11""1111,;; IIil=11► � WW ON1 >1020 2A08'd NIW .O- .£ _ OZ W 04 W Q '-► 11111111 I �_ III► o8 > Q O[ Q W O IL W — ©Copyright (0>- ^' Gwathmey/Pratt CY F- Architects,P C LL W All Rights Reserved O �-- �— This document,and the ideas and in s an instrument incorporated Q Z X here f professional service,is the W property of 'Gwathmey/ Pratt Architects,PC and is I I not to be used,in whole or in I part,without the written J J J authorization o Edward M Gwathmey W — t —( —( Jr or Henry Pratt Z(M Q Q Q W m Q�= (L LU W ~ � a C) }-W Z C • OI W(n <0 J 0 o LL> - o Date at to zZ • )-0 Z u) Z 'i N m Z 'i WW U--.1 (n Z 0 pa � 3 O Z UQ ° j O Z>o wUU LL Q O - Revised: -jZO a0 O (n — " a OI- W z 0Z QZ — 'i m 0V) LLWQ Qlfa 00 D W Q m J F- 0 U F- N Of Z 0 U — J Z6 NN-1 W Z 7 Z Z M)- F 0 U-(y - Z - F— O o o z = m of - �Q a -J UwC� -QF- wU U F" • LL w Oa w — w J O �J == U �U — BLDG PERMIT I$SUEr mQ 2C9 — Cv N O �- =LL Z=Z QLL zm- N M W U v z 3 LL (, n -a F- Y m W- Q cn u) Z d W- (� fY Z F-O F- O F - �t of Ot (� O2a J Q (n W o U) z a Z :U ->-W to Q C�a W ZZ of J of UF�LL °wZ °`-1Q U)i W J F-fn W J Q Z F- 3:0 •J N of->-W}-W �J(n = M >- LL Q to Q z 2Q F- - z J(nJ 1- F-0 F-F- �a 3LL Q N JF F-Z QZ Ww=Q O- zF - ' :)U- JUNE 15 , 1992 N O > U _�- >-moQ F- zJo x 3>- Qof �J (n 3 O z- aof(n2 a F-mOf OJJ zLL w U _ �pLL LL Mill.U LL 0 (Uri U Q Q - O (n- - Q- -j 2 0<4 Z Z3 Q WOzow � 2a0 Jw 3Q - J 03 w > a -- - at W ,00f z F- Z_ Q (n o U 1- 0 o cn Ja Q - Q a Oow m 2UQW z --U LL(k 3(n Z Jt- - 2zJOf F- OU_ F-LL F- QZW m LL Q W - - 2of0 Z af>- ON Of JZ Z U- Z J W 0Z 01 NIYU D J>-(9 W -� F-0 W. J Zoi Q (n Of-i"- 30f� OOF� Of Z IL U a -J Oo--Q= W WF -LL F ILOOO J x�- JQ UJ=ZOJ -Of F-0� 0E- JOfZ -J W (nU -Z i-JQO O! - 0 JJo 0 J ! (nW0 F- Q W of >- W Z-(Y6 o a Z -Z- QNQ OU Q�Q Q ►-W F- QU In- W 3 oQ (t)�3F- W 1a �QOf J-Z z J W W Z O <11,- 0 W Q Of W F- J J -OfF-m w X Z ! >-I-O IN J I-Q F- m U DI- 0 Of Q a Z O Q- a J m W Q 3 Z J J F Of a 0 >-N a F--LL rn of LL Z J LL 0 J J YW J=Z Z Of 0 Q > ,( Q J W D(9 F-W- Q Q- Q DOW F-a. WO-jXO- JOf QQ :I LL >-OW i( Q W QO QJ UMLO Q(YOO Z0 OQ 6 U- i( Q Q=F- Z)UO Q-j U W o Q �l - aJJ Z (n En 0 I-OwJ wZZJ Z>- OW w-a DIa M-F- 0 Of7a �l m of J -00 2 WF i- -WO U-F- �l =F-Q (n-- Q (n U W 8 U QaOQQ J W- OfLLZ W WZ�J 0401- OF- Of F F-} (nQ WWQ W OQO U 2 W of Q S U - Z(n>-W F-F () 3(n 0 U (n7 ZF-F- ON U (Y - F- �j U) OfQF-UU J F-Y WLLW U 20-Q J DQ U OZ�• QF- Zm 02 aQ � fn F - 00 03Z fnOf8� Of En F- OZ OZ Z � to Z0 F- Z 0 Of Z U -- - OU aOF- UOIF- <<F-Z ! LL- 3NJ - F >-2 x2u ZOf Z LL Q W I- F- - --Z --1L(n Q Of- NJ -F- U 3 Z F- Q F- F-F-F- N NW X Z F- aN LL-W O(9 Z �� + Of zF-Z F- -Q QF- z- J- ZYF-(1) JNJZ (9 U UQ QmW F-F-� 1Z W Q 3 > J QaZOfof Oo W. W 3 Wa Z 0Dte40 ZZ -� •-(f)O F-0 3WQ WN- J 3a WQF- -UF- W J--O -� - 10 m o N F-F-U U� N (nZ Q 0 Q OOWW Nit Q W- - atn -Z 0- W 3^ ZZ F-a QWJ a aF Of QJ QO >00 --O� (n Q m- Oc 30 ofF-Of0 Q t! + I WJ QQOf Wof Z W6 (() e Q W JF-IF 80 Q�J (n =Of Z)<O x- 0-j at F-Z-- QQ Wa< QO >- W WJ u,J O-7 =m Q 3F--F- z Z J EDVIARIU, L UJa mm- oF- - IN W WD W (n Q Z S m-J W Wog W + ILZNS (n- OQO a m> W(nW UZ F-OfF (n- W(n maat OF- J m ZF-Q (no QUOD N �+e n gFrye , y`��, �Q U N z of F- 2 U�vGt — ty ODI F- — F- W OfUO OF- of u) — WX N of Q)-F- U �J =OQ-�-i 60Z --WO � 11AIAT1(ka+ZY, 3il ZU_J mo F- ON W F- -x x x x= owcn F-WF-O JNJwQ oU wooF--Q o%>- F a3 ZW F- w F-U) Uw Q o NUa� zafW of=of U , 3 Q cow Z �o %N %O Z a --N - Z - --- -W M m OW — lozo — at Z0 � - Z - Q 8( O Waf Z - �w n x x x � O + z + O xO Z -OWO Z C- Z OJO O O Oo (41011--- OISQ in(n R NQ L N Q iA -a Z mm mNOfz(n Of- LL(/)-LLOfn Ofa NQ Om tnUQ UQ NZ MOO nZmF- LL 3U- NmW ta3U O a+ D LtiYF *s � i Sheet Number i 0 - F VAt l JL �� �� A�463 ....-- ---•-DATE.�........- BY­,- - Gwathmey o Pratt 4 x • - .1.11 a .- Architects, 1000 S Frontage Road West r : • ; .. . .U- v N S..-`.wz.-I ZFa"•rE r9Fox A&VATIM Vail,Colorado 81657 Tel (303)476 1147 1 1"t � T X ,�, 0 3 GLiz. �sEAL Moult-'Y H.I.-►�1 Fob. ` ' �t � ' Mta1.I.Et7 1�iXr1k� Cr Afioyi� I EI�tT12'r �a �j �a 1'n°�!-DEL ylt� / STTA1 W oO G+ G�.Z• �j �.. 1-•ITIz� GLevL'?1F-IG? �S► 4 SLIb�F�- II !p g/ -7 - 1I ;� 2 G • F hJ'1'Ft'Y' A sip !0 8 ''��+ I1 $MT�'t' I I _ � h•1 2.1 :-AL.I b E I. •1 �- 1p I V 3 G• GL.O�jti �7 �ZZ 20 t0$ 3/4- 117VM1_114r VA_L.L CIA% 1.4}4 x GI, GZ E, N , 1.4 fire 1DOOF't• 41- to-'/Qs' (d'- WP/is" tva, L. OLi-r ea.v4!!.jep 4 c- Thee 2? PA46POOA 2e 4 a N it it 2.1 - C�1>411 40 '- Q,10/s11 PI)�<6d 40 or�' G- $NTH 2'¢' f'W,i�G•t' E N Cam) G�,E�NT 7 ' - �, .t 4' - 0 3/►tv'� t R'cp API-II..I► I - f'P�-�+�7 C'Z� >< 'I � ' - o w'. s�.' - Via, 'i c. �� 2�° - �N,nG'�' c�I,C�2 N , W CI ) �c II 2 '• o�/�I q.'. a y/�" � E L Evt•'To te,, � -- --- I N 4-rn.L U I I-t'T'�c �ocMc t, Z PP�S +CaE 2a h•Itt„►/ cLO•r-Ji.lit + h>;aL 4 0 �-1 E La V. P.owl fa. '260 II Zo M {i1 /c t.o�,Ut�: + 5!:>a� J E, W CI 1 � tl I '- � � 14;' � '- t► �/ado" (n •o 220 II IL W F ' ' W >IB Ib +� GH � UL � 'r©t° '� z- g1 :•✓ _ U 1-'I h'1'�' bA t►L cf�•-T'�H V }r1 T,©} '- (0 '/ - U C� II MULL AQc►-t -rod'' f�f� '11LE�/ Z j ------ - - ----- -- - - -- -- -- _ G� © - n it if It � to -- V � 20 t-1 11-1 AG LOW,W;?_M 't' G! *L_ t� SIX�t� ♦ Ak'Gt-! ' ►o It I F'I EG HA 1-d I Gv I� G 3° 1:%,LJ`,H yT'4- - a n i i 1 t-!2 I I O 1 4 C-2. Et-ITtZ'1' G/ 3° ��$ FLU��H I�-1r� yTr'�I •l S'I'IAIh•1 PAtiti��� I�1ovIF-r H-1,-4A=r_ Fort- P N I �C G�Gi�MNT 21 • D3�I�v' �/� �F'�/1 11 — � _ + I<(,o G LOO.V tra�c7pSct. c1.1aVDll4co — U1'i�-!�?--� �GTI t1l�t 1 Q o 0 3 I S 51►GTI oe-� L t��t� f+ 1 S I I ,c,�G�p x'7 r d t r J to�w / ,/ t Df Fz o" = L� �. !) • i II b 11 II II 11 II I I ' 11 r tl I `'�' o 11, I I � ►► I I 11 I I I I I I L_!L — II _..1 — Q - - - --- - -- - - — 0 ?•o tE�••�}--a 2 .24- Cog I �/4 4 PA NE W r� c I•iz S V Z 0 Z 0 �I 00 p G Vir• hl:+At•. PizNAG''r m —, �-- LL 0 22 GVOfPST 2 C2 3 1 of �A�iy�CoB W t- — '13 LA UI-It�tZY 'j•v J 0 F=-- > 24p CLOSET 3 -- - ('2•� 3 PULt� - wj i TC t�V c,U 9 +y E�` Pi,.11�L+�►-�t� I°"y-, tGET bocst�. TFZKK • 3° I''( , ibP`'T<!-I F 2�' -r-ra t�� 15E•�/t�,�6� F�v�a'r 'b poi..>5. . I ! E ©CopyngM I I Gwathmey/Pratt +t ( ! All Rights Architects,PC R eserved I I ¢ I I This document,and the ideas I tZ( f and designs incorporated I I I t herein, an instrument of Tn1 F1 professional service,is the Arych of Gwathm tects,PC and sey/ not to be used,in whole or in LLI L part,without the written =1 authorization of • - I i f I 1 I j _1 _ - Edward M Gwathmey I i f I 7 Jr or Henry Pratt ; 1— L t ! I D i ate 1 x — Revised: I -r 1.4 4- 4 f'f-tit I"I. FL U h H I Y. co -r 4 rz'!I I✓L U 5 H-} G t.f�,��=- G Lf`tom `* t'i- - ��•. f� � i�r"�r-4�r. 1'A1`4I_Ir cf~PI-1-FW- C LA-pp 1 1-107 Lio v i Gv t•=f�. q y tiG-I'i e►t l I�1°1•-tf' � r�G"f l t�lC— i7GO� P`t=-=h^1 Tom ° T c>L. - ra t��!,;r p OLD6 PERM t T usure r - ---' JUNE 15, 1992 ✓-1 EDWARD M, R I, GWATHMEY; A 01 - f s � z q Sheet Number A6yol ' i . DJUEz................ - I 1 e • ' I-�c CO.1`ia1"'I- 't'�U� �/•C'IEGbv E • ` �-j�=•tG�7P G611�11-�� 1°�NL Lllrlb _5__�g►'' -C,i:F'E ►K t�we �'- 01cy 5H yob t� Type- fX I-, IbLU5 t 'tr WaL•L >�/ X7/4• F 44ti- la• 10 t_}-rl�vH Ir1.00ID GO3"-'N� '1�'z11"l �' Af:,►J. y-400SP ii p.VL fEAl7lL1�? cv�l,.l�R 14 C^0 t NE"j' - �rGs► 1•-t/ y��D -t�i M TAI H ' PL-A `12 F11-�Is�►-F 1'Il.f� rrei �ZII F _� -�o,v a cod►-I lc k?. '1"�t M _ • - PIK'Ttr1Zi"c -�it���-=-- 4P�12•zL - ____ - ___ - - - -- - - - - � , N - - wG iZEt✓P.yy�r� 12.4 z We. WG.30 34 WG 2 21 42 RT �I&�]''I�f 1•-I►E _�_.1bt:t.rE - o '�j 40.4 t4 /� `` ` of#%'GAICfC�• " ,,,"� "-.. �� �1/•1-'I tz GdRNE'aZ� _ - Pp �Lcv✓iis . \ \ _ z;41, 1E T� -r'fr► car 1-r W -- - - tors. � F-- 1 J -�' y..,tc�,o� PA!-•cam �. -' z vA K t'W�t.� t -rut2NS UNpErz I- jQ 0R'rWI&VL -- ra��,�,''I' t� W�+•I..L _" Ll 4 I.I&H"r— //' \\ N lGH I✓ I.-! / �'t.A4.ftER• _ ' ' 4;'oh I 1 1 G'UT rVTVl4E - itGtzo *I�lea- -TLL. _t LU _ >�; ` H1 LHI Lu .11 - 1 ..- r � LD � _ PRYWAI. / - - � `� " / �- too'AM D STv t.�E W , cC w oo Q - • - x { 0- = 4 Pp.WV-L- 1'400ry Paotz rYP. PtytMa 4 �SGL� L3G `�"8 R•a✓F �LV Gam• AtzGt•-aP.� vti0'�tIIIJC� $Ft� $FG' � yaoro�a e'er 1;7a flE12"CYP "PV, =� 1r?�►G Ise. o.iEN P►o !ShG I.X r'1 $fit%' r/L6�/ �T -r �b�r� _��►-a17,- PTO. �-•1/ PEE►• �vQ�E-t ��-*r.uy't'�� 33 — 3 tt U) O[ I t N ►► toll t2EG Jh�iD Os1 H1 20 h'l 1 1-4 y jpFD tD H wr}O L L I� IL it In 0510 r-'3- ~•i ��V1NG' - z IZI 3�1 3a I� �� _ - -� CE 111 HAt.t. WA'1' POO12 1S _ 4� G U y-ry l--1 1-1 ov p I N hTt•L to pr-r do.Co. c LI Gj'fo M �&J vo v c l31 N ELY (Tyr) G Lat-!fo H oo P G P$I N s"TZY r31 M I T, To I°, 5 P L,�y H , 1-lv 5 I to Ca 1 ►-1 i TE> -i oP� S 1vL.fi.,ea i-•1 To P 4 f-t o�s 1 N Ct,► r n • t;f �L 0 Q I=mat ,y�•C�It I1, II ti5/P�tt TYPE 1X r FIL.L.V-V_ I_L� 3* t=1t.L z U z OL brz`I'W,al..Li !°RIt�B , P 'N'T,�KT• 1l�Ol� lriG 30=,v J.1G old y�[. �43o y�lG 3olSWG 1530 W4. 0 0 DI FF ' t ' �•- m 11. Q , 7 0 F11 U DA ?j �R`r'{�-1 p•Lf. G"'�Lt F.i� �� To P�STc ate. 4•-�a-L 1 P t.s�h T G Ps f=l N I I" T` R _ - --- - IG W�y�/r-+came �r;t-I.e I E.I P�r�lt��u i•A CoiH 1'TE. ToP •� I.L1 }-- N :741�Z cA O H > -._ .- / i �-12�Y , ICI v t�t.� IF 11 WOG t7 1..�TfZ C Le 1✓T I—I�L.I. G Ppp ( JbG17�,47G(j R-e.P a?G Ls�7L t7 Y+1 L�1� O�161�-I l �13G $G CG 42 Ls$G i�� ) pal �,t-a p I°�N�L �¢ tom- _ PILLGF� 'r"�f°. �i2t' 'jiOtt 33 ,y �.1i coq Iy�i 1 R � , CARE AKE rbf*G�- '- f A IZ4;L V4 b- P0,=';2- G u h'Tol-•'1 I_J noo aA�l I_1ET R`t' (T Yp) F I L L 017- _. _ ____ .__ L �a'11 v F-t �i H O N i+ r-P•'1- Fotz c.l.r°+►�I'T`1' _ _ T / W oop 1°�N1✓t► /e., TYPE ' A' p►z'1'y-ALL GL-v� j..lALL - C�UI.r.{,lo Ei�E _ h vt.l D W om i� L•••I / �•-L d. F�Dh I h-a!4 179-r W A L L p¢YW,at.L �E'[UzNh 4 b t-y�U��l'oyt�HT i t.I61=1z AW c/K tc6oT�� _ � pS t�/9. ZC / �l tZ Yy „ c>✓r 1.i N Co �"ri'. �°rz I H E. T Ex'TU RE, P�.I 1-�T -� I �2''x �a11K sF li :\ �� _ - + - - T IL-E W d /g" }?,Pt..eEL= i3oA>�+P •"fYP. ©Copynght I.I&HT - - GwathmeyP ra 01 D GA1y . E All Rights Reserved tt 0.4/ V_ N t°I.�*'rE Cv L.AZ 5 1 Q SITU tr_1 -•I y This document,and the ideas and designs incorporated {� L.SOOato + �(�R-Ot� � - herein,as an instrument of a t"! ` } _ professional service,is the property of Gwathmey/ - - Il"I't'LI�NGE •- t Pratt Architects,PC and is HAOIG L.I I° ''Y I¢I/ II 1 ('j -j -- - T I L'E � 11- L y Lo Pa e ZA FT not to be used,in whole or in _ Q Ibo� ��P 1 yH RA part,without authorization the wntten i \ 'TILE P�•OOt= �' I _ / \ - _ _ Jr or Henry Pratt Edward M Gw'athmey \ I at Ile - - - - - - - -- --_ WoopE 1=iN4le -ISD Date oQe r-4 k�I�►O 13G t�G, l�-IyH V r--r oPE1-t O I LL-E,= --, -i✓t-t ra Tam 1"'E1�, .G,P CG • F Fob,H 11J V + tits 21 27 r_ P,A►-IE� �t.4,�'. tNC7 IZI tom. - -�+ , P..r:�i>.r> 1 1- N � Revised: 7q 1p F►LLER- �S 12 24 ENp PA1-IBL �8 AUNDi�� l-Io�.r t �. C W h TO 1--1 1-.i DO tP cwt$I N E'TIV700 G �jTt9 M 1-�I dOD C A1 6 t N 1MTMZ-r d W I-1Ia1 -) V `,l N OF `d A I Le.. ,P LPTE L p h�� I-�1 l tz tzo a� :1• M E'tA L. o�izN a N Una b E H l I� BLDG PEtZIN 1 T 18$tIE e _ JUNE 15. 1992^ /t3#j T PE t x --- - - tf3RA � iz < --�pt�'W,o1..L. PR I t-t1i,TEx'TU '->G P�*I I-aT• BY V - P4, .�-,� R'r]�e�t,- ,-, 8 TILE a E1t,•r t4(--,I ntu5 c.�. �q ►;a►P�► t'P'Tt�i�tl -co 4z N��R� T`rP y, . f >=L►Ll�ii•.I \\4< \ ;� �� I'fzlh�tt; ?E)tTUE _ 'ji Co'ic C-D n ¢p / \, \ / / 4o x EDWARD M, � / oPP. WpLAI 24 TF� W4w>ia I,.�I pvy.,1 24 Tt,�i 47F404--1k'oto TI�IPI.t's �t'sG51� / / l \ a,ort �L.IFt Act: W/WcrvZP III, . c--_=� _ n✓ <d GWATHMEY, JR, MEb. G�W W/ / / MT. 't t° = d �iKl =-t '(T"�t�) �EGE.�s�s f'rz IDp FzPF--t r NCsr BL.oL tcl Nta s l.rroH"1" hW 1TG Holtz - C'Z� +� tiF'ol..(rD[aE / y�/Mito - G avEPL,A'T It I°Izv./1ac N OlZq T ., -d= P I LUI F _ I� 12n 43ac► ' T .i i - / Q H_Z7 - _ ---` cA t-IA' 6 �s Lp E T 1 L6 Y (Q (�Q El L_J ,4 �. \ a; `� �s�"LG tv�1:.1� _ Sheet Number , �MPE¢ HA•Mf'39• N P'-LA. TIL.5 5H0l-4r Z PAr4 TILE PL-009-44- G=4t:iW 1�v� -iAGL.1 Zvi TUB '� 3 �` - ytat-t l; HEARTH r'�t-►TLE . - PULL: OUT ygl� C�)v,pl3 ,/�t3 PyL1. oLIT cLR.c�c•A tit-1aL�-lE.�_000�. t'►!.� t�aiG�c tiu#� ot.a�lk� �._.__ f. CuT tiTQr-�C-� ��AGK1,E Ir-1/ G H iZa t-•�E ` f ►-'y E P.� t-L F•.�o E, f7 Co E ''' " a -A9--T F11.L�7z IZ" _ �t4" = �_Co 't 24" 12�_ . _ 'A*T'° MAS"MR, - - -, i°Ro✓t tyE W n FI�►•'l i i.,t b A ti .� Gl.1�TOI"a .1�ADID _-G�t311JETF= � _� . ^ Arnold Gwathmey Pratt / Colorado Tel 1 0 2r-O' 10'-0' 35'-1' " 11'-5 1/4' 10'-4' 11'-5 5/4' 2'-G 5/8'.01 11 54 WALL r---WALL STEPS STEP STEP --WALL r-44ALL �9 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , 1 1- - - - - - - — — - - - - - - (92'-6� - - - - - - - - - - - -I I I I I - OL 9G-O' I 1 WALL I WALL - 1O Z I 1 STEP STEP I I S4 0 WALL I U) sI I I I� � - ii '''� iv I I I I W > 1 ' 4'-O' X 4'-O' X 12' ' W-0' X 4'-O' X 12' I EACH WWAY EACC44 Wt 4 #5 Z I D t W 54 [1001_00] WALL I 1 N _ _ _ _ _ _ _ _ _ _ _ _ _ I , I 5TH I z r — — - - - -(a - )- - - O4 - - - I I I I i I I I tom" le- OOTING G FO G S 5TEP I Q J I 1 I I I I 4' SLAB-ON-GRADE W/ I 1 s' in O I I I I G X ON GAA EL BA5e I I � V y Q 'q °V I yl I I N I i'--' I I 1 4' EXT. W/ I l I I o Q 6X6W2AXW2AWWF. U 0 i I FOOTING I I ON GRAVEL BASE I 1 I I �- I I STEP I I I I I 4 m a , swL I I LL U I `� 1aa'-1o7 (n o-z I 54 I I I I I - WALL 9G'-10' S� I i Qt J I STEP G I I 4' SLAB-ON-GRADE W/ r r - - - - - - - - -, I i9 [9�'-107 1100'-07 UOG'-O'] I I G X Co W2.0 X W2.0 W.W.F. I I 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ON GRAVEL BASE I - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - 1 I I I 1 FLOOR , ' (9'-21 I 15TEP I 1 5 FLOOR I I I WALL I 1 54 STEP ' I I STEP I I r en Q - - - - - - - - - - - - - - - - - I � ■ I I I I -o \ I �G 4 E W/ \ FOOTING I I G X 6 W2,0 X W2.0 11W I- - - - - - - - - - - - - - - - - - - - - - I I ON GRAVEL BASE I I1G■ STEP 1 I I I I I STEP R M OIL 1G 100 I I 4' SLAB-ON-GRADE W/ O I 1 I I I 4 I ( 6 X ON GRAVEEL BASE"W.F. I I�d i � N I I I t I , I I 4' SLAB-ON-GRADE W/ I 11G' I I I I I 1 G X G W2.0 X W2.0 "W.F. I I v 100'-O' FOOTING I ON GRAVEL BASE I 1 STEP / I I i I I F - - - - - 1 I 7 s4 S4 / ©Copynght WALL 1 I TEP 54 I I I 1 54 I I WALL I 1 i9 Architecctts PC eyrnratt ' STEP' 1 I 1 I I 1 - - All Rights Reserved-41 l I �I I I g asand the ideas nddesigincrporae - - - - - - - - - - herein,as an instrument of professional service,is the I Pratt Arch tects,P C and sey, I - - - - - - - - - - [109'-a5/47 - - - - - - - � - - - - - - - - (aa-o') - - - - - - 1 I - - - - - - - - - - - - - - - - 1 - - - - - - not to be used,in whole or in I I I pa without the written authorization of Robert L I I I I I Arnold,Edward M Gwathmey 4 1 I TI TEP I I TiON�s4 I WALL Jr or Henry Pratt S4 S4 I I S4 1 I I I I I I I I I I I I Date FOOTING I I I I I Revised: 4' SLAB-ON-GRADE W/ . I I W.WF ( t , ON GRAV�ELO BASE O FOUNU AT I ON F'L.AN - - - - - - - - I I 1 1 5CALE 1/4' - f-O' bLCC PERM 1 T t S$UL' :1UNE 15'x; 1992'- I I I I NOTES: 1 I I 5 I I 1. DATUM ELEVATION i00'-O' IS EQUAL TO ACTUAL ELEVATION 8504'-O' I I I I 2. [ ] WDICATE5 TOP OF FOUNDATION WALL ELEVATION. I I I I I I I I � 1 L _ - _ - - - - _ _(lOG-1� - - - - - - - I '.�. ( ) t�ICATES TOP OF FOOTING ELEVATION. 1 �0o r rrrDq��.,j �� •w I 4. CONTRACTOR SHALL INSTALL (2)-*s VERTICALLY N CENTER OF .•� F •w�ry'�,� I I WALL AT HIGH 5M OF EACH WALL STEP. •'f'p� - - - - - - - - - - - - - — — — — — — — — [no'-- — — — — — — — — — — — — — — — — — — — — � 0 see •°e ANAL E��• u L n Sheet Number 20'-G i/2" 37'-G f/2' G,-O' er 4a b; E G <�.., � ." I - G 9� ,A,=���� BY_ ,.w - -..._ .----------DATE_........ 4��. . Arnold Gwathmey FLAOR SHEA • S2 FLOOR JOIST RE: PLAN EXTERIOR STLID WALL 1000 S Frontage Road West W/ SHEATHING - - - - - - - - - - - - - - _ - - - - - ... Fox ;3 . BLOCKN FLOOR SHEATHING I I I I 476 6,12 (3 12' M.L. W-12' ML. W-12' ML. FLOOR JOISTS RE: PLAN DECK FRAMING RE: SECTION 3/52 14' TJI�25 AT iG O.G. - - 2 X STEM WALL DMECCKK 1/4T /FOOT 4 RKL_PLAN 2 X INTERIOR UP ONLY 52 LP ONLY TT55 44X 4 X V4 V' �-Y COLU X to BEARNG WALL zF (CENTER STUDS 2 10-r 7 1/4' UNDER JOISTS) — — — — — Z 2 T.O. Vr PLY. Q FLOOR JOISTS S2 M PLAN (10?'-10 1/21 — — — — — HUTF U) I I - (5}-2 X 6 TS 4 X 4 X 1/4 FLOOR STEP I I `> SECITION SEHOTION 1 W-W M.L.. COLUMN COLUMN D06.N I I 5/4' f-0 5/4' f-0 M le AT 16V O.C . I i .�� W cn Q W I i I) FLOOR %EATHNG z EXTERIOR STUD WALL FLOOR JOISTS RE: PLAN A•T W O.G. I I Q W/ SHEATHING', I .•.• II J BLOCKING W-2 X 12 5 I (3�2 X n I utDQ ZUzoc 0 "-.. o � 52 N �� �� COLUMN 6 m QU (2)-14' M.L. ° 2 X 6 AT 1G' BEARING WALL AT 1G�O.G. SWP5ON HHU '1` O = Q HANGER � � � � > SEOTION 2 (2 14' MJ_ 5/4' f-0 t4' TJ�25 O.G. ' AT 1G 14' TJI�25 - AT 1G O.C. STONE PAVERS ON GROUT �- (2' MAXIMUM THICKNESS) x ICY. N TAB W/ •LIP TEORPRROOFNG N RE ARCHTECT 1/2' FLOOR 5HEATHNG Q RPPED SLEEPER CENTER ON JOISTS 2 X DECKNGi BLOCKNG 4 5 2 ©Copyright S4 S4 54 A old/G t C ey/Pratt D All Rights Reserved DECK JOISTS RE: PLAN This document,and the ideas KL_ BEAM BL OCANG Q and designs instrument f M- PLAN Q4] professional service,is the Eroaptilk rt y of Amold/Gwathmey/ rchitec ts P C and is GRADE RE S1 1 to be used,in whole or in part,without the written authorization of Robert L N Arnold,Edward M Gwathmey SEOTIO I f � Jr.or Henry Pratt It 5/4' = f-0 V x Date FLOOR SHEATHING N XTERM STW WALL W Revised: DECK RE: SECTIONS S2 -BIrDG PERMIT ISSUE) 'JUN15 'f b. 1992 RE: PLAN FLOOR JOI5T5 RE: PLAN 2 X 8 STEM WALL iL� "i��1°a►'r� M.L. BEAM RE: PLAN + r AL6 `fir ,� • R�c••,�,f�i • Y/ MAIN L—EEVEL. � �� trVAt 10-t I 1/4' X f-G' LONG FL-OOR FRAMING PL—AN n",�'-•�1�"•' *nea DECK JOISTS I STEEL BEAM SEAT ,,A;F IUD RE: PLAN I SCALE 1/4 T5 COL U HANGER L Q Nv1CATES COLUMN DOWN UN-E-55 NOTED AS, UP ONLY. � Sheet Number TS COLUMN RE: PLAN 7- IUD COLUMN UP AND 001-N UNLESS CONCRETE WAU- r,t j Vi"' r SECITION 4 Arnold ROOF 5HEATHNG • -Pratt ROOF JOISTS RE: PLAN 1/4' STEEL PLATE EACH WE OF COLUMN L L AND BEAM WAG)-514 m 1000 S Frontage Road West Vail Colorado 81657 Tel 303)476 47 Fa (303 4 76 1612 INK THZU-80LTS I , _'� S 5 SON HILL X 4' LAG /4'Hm X 4' LAG '� S3 BOLTS EACH LEG. BOLTS EACH LEG. -— (2)-Ir ML. :t �EABTRUSSE ` DIAGONAL BRACE BELOW 2 X i2 AT O.G. T i• 5 1/e' X 15' GL. "- BEAM W/ WV. TOP PREFAB T4TRUSSES 3 d V 2'-XO' 10 C_ �22+ �+� (ADD TO SIZE) BLO 5 1/e X I G.L BEAM 2 X 6 BEARNG WALL W/ BRACKET W/(2}- , (2)_2 K 6 STNS UNDER 5 1/8 X T 1/2 BOLTS EACH LAG EACH JOIST X X S3 z COLUMN N WALL !�g W14 X 2G Q to In Ile X III LAG BOLTS SG T I O N 1 5 i/e x IS' G.L. 2. X. O.CT 4 d; W W PREFAB TRUSS 2'-d' O.G. 2'-O' O.C. U TYPE XI AT L V-O' O.C. .! ROOF SHEATHING } .. 2X12 AT O.C. V) SSG ION 5 .T PREFAB. TRUS RE: PLAN �lj O� . . . X W Z. Nbj < I _ o ROOF JOISTS RE: PLAN x. r W10 X 4S "V(0 C) 5"SON LSU HANGERS (SLOPED) 2�2 N U Z 0 -}- X 4 O Q M PLAN BLOCKING :' : '- _J _1 ROOF SHEATHING RIDGE LNE i"" LL O EXTERIOR BEARNG WALL 2 X 12 AT 1/4' X I'-G' X 4' (S)-2 X G STUB W/ %eATHNC' 2'-0' O.C. 2'-0' O.C. v�' Q lJ 'Cr [J X 21 AT /0" STEEL PLATE W/ COLUMN �C (2)x/4 ip THRU BOLTS •� - + � L'1 X •• �° Lr1� iti Qlj J > SF.G TlOrl 2 NN\ • NN PREFAB TRUSS � TS 4 X 4 X 1/4 OR W10 X 93 FLUSH - TYPE X2 AT (5)-2 X 8 COLUMN X • 2'1 O.C. 3 Ql! NN �7 X� Q + W14 X 2G SLOPED AND TOP LM�°`�TE WB%1%2� X 120.C- 5 AT S T I O N BOLTS AT 2-O' O.C. : : 2'-0' /4' P-O ; OVEIZFRPcP1E op Lj 5 1/e' X 15' G.L. 2 X G AT 2'-0' O.C. S 1/e' X 6 GL. / BEARNG WALL ©Cop'rigght AmoNwathmey/Pratt 2 PREFAB TRUSS Architects,PC lJ TYPE X4 AT All Rights Reserved � Q 2'-O' O.C. PREFAB TRUSS This document,and the ideas TYPE X9 AT and designs incorporated herein,as an instrument of 2'-O' O.C. N property of Amold/Gwathmey/ QPratt Architects,PC and is not to be used,in whole or in �g part,without the written X authorization Arnold,Edwa d M Gwathmey SE V TION � 1 � Jr.or Henry Pratt X GIRDER TRUSS 53 Date Ln to Revised: D 2 X12 AT SLOG PERMIT ISSUE, BLOCKING 2X12 AT ROOF SHEATHN 1/4' X 1G' BENT STEEL PLATE 1G' O.C. 2'-O' O•C. 1G' O.C.AT JUNE 15. 1 9 9 2 I PLATE W/(2Y3/4 � X G' LA;-BOLTS , i 4 �°•• •• ••"�jj j N rZOOF Ff;ZAMIN67 FL.-AN • L SCALE 1/4' WOTP-5- 000 � � L r�ti� ••SNAG •• STEEL BEAM RE: PLAN L LOADS: LL 80*/FT �'%.F., •• ` N`N� W 2 X TOP PLATE W/ D.L. TOP CHORD = too/FT CC 1/r 0 BOLTS AT 2'-O' , r :" yt�;•,• ROOF JOISTS O.C. D.L. BOTTOM CHORD - 6#/PT �� RE: PLAN 2. HEADERS SHALL BE (3)-2 X e UNLESS NOTED OT{•ERWNSE. w' � , RFC PLAN BEAM b. COLU NS SHALL BE (3)-2 X G UNLESS NOTED OTHERW5E. Sheet Number BEVELED PLATE C ALL COLUMN /BEAM ANIV BEAM/BEAM CONNECTIONS REC,2Ll M 15"50N s""� ' �► t* METAL PLATE CONNECTORS. TV l ''I 1` SECTION 4 5. ( ) NDICPNTES TOP OF BEAM OR PLATE ELEVATION. c� r _3 I Arnold Gwathmey RRt PLAN Pratt RE: PLAN �'-O 2 X Co TREATED W/ °LKT. STI.b WALL • 2-D' X 1/2' � X 10' A.B. EXT. STUD WALL w SF�ATNG '' Frontage R•'• West 05 AT 3'-0' O.G. W,/ SHEATHING Colorado N 1 Tel (303)476-1147 2 X e TREA - - - - - - - - - (303)476-1612 / (2)-arS • W/ 1/2' X to' O'1't,'P. T 1�1. • q- A.B. AT 24 O.G. tv MR e' — I '• _ p 4' III • 4' S.o.G. (2)--#5 CONT. _ • ' (2) 1/2' 150. JOINT MPL GRAVEL BASE 1/2' ISO. JOINT L13 IF5 • '-0' O.G.2 X 4 KEYWAY a SLAB–ON–GRADE •5 AT 16' O.G. X HOIL VERT. •5 • MIC–HEICaHT W/ W.W.F. F 05 • 2'-0 X gkmPLAN . . • 05 0 16' O.- •12' O.G. FLOOR SHEATHNG - LEGS HOR• FLOOR JOIST RE: PLAN REr PLAN ' ALT.s . III III= 05 • t2' HOR. 2 x 4 KEYWAY SMPSON IT HANGERS MATCH VERT. l — — — — — =— REM. ' IIII • � .1111 O • W-05 CONT. Y • _ o ° f2 f =11 IIII '•-� s-';'•: (2� •• RE: PLAN G' RE: PLAN 1.0 05 • t6' VERT. Rh PLAN I � — S�GTION 5/,V = r-0 3/4' , SEOTION 1 U' ` ,, 5/4+ . r-0 W ' i C) W �r 2 X G INTERIOR _ 1/2' ISO TION JOINT Q PROVVF- HORM KEYWAY DOWELS TO MATCH STUD BEARING WALL !n AT GONST. JOINT M. H09M RFW. V J ` 24 PA. 2k DIA. W-06 i Q • p• •• L...•.. — . , • = IIII MATCH VERT. • .� — _ 4 SLAB-ON-GRADE REMORGEMENT '• ON 4' GRAVEL BASE 1/t ISOLATION JOINT 1/2' ISO. JOINT G' O . V SLAB–ON–GRADE 2 X 4 KEYWAY 04 4 GRAVEL SF- 0 W/ W.W.P. (SLOPED) '• (,� Z OC Z .� • •5 • 2'–O' O.G. 0 ---• �} N VERT. AND HOR. N � . •' 2 X 4 KEYWAY - - - - '�- -, m _ O LL 0 HORM RENF. TYP. III- • • ° ' t • .• . � 141 (y J _ 0 -a Q (2)- 5 MATCH VERT. II > TYP. CORNER REINF. DETAILS RENFORGEMENT iv 1111- -1) RE: PLAN RE: PLAN 5F.C.--TION 12 s �TIoN SEC-710N 4 i 5/4' K r--O 5/4' r-O W5/� WSTSHCATFN�G L A& AT � O.G. 1/2' ISOLATION JOINT RPM PLAN ' STUD 4' S N–GRADE } (LOAD BEP`RIN6) ON 4 VEL BASE 2K COW. TREED AT • CONCRETE SLAB PLATE W/ 1/2' to • ON GRADE ANCHOR BOLT • 2'–O' THREADED INSERT W/ 4. •t5 X 5-0� AND � PLOOR SHBATHWG ©Copyright #5 X 2-G LT.A ■ •• •. • LENGTHS AT 1W O.C. PL.pOR JOIST RED PLAN A cn�eas P c ey�ratt 4 • a •. _ p • *5 • 12' Him gINPgON C1' HANGERS All Rights Reserved This document,and the ideas =1111 -111) =1111 �� CONT. and designs incorporated herein,as an instrument of professional service,is the 4' RE: PLAN 4' property of Arnolpc Gwathmey/ Pratt Arch tects,P C and is not to be used,in whole or in part,without the written authorization of Robert L Arnold,Edward M Gwathmey Jr or Henry Pratt 0S • iG' VERT. SF-C/TiON 5 Date 3/4' r-0 A Revised: EXT. STUD WALL 2 X CONT. TREATED (2)-45 CONT. i ._ W/ 1/2' mX10' A.B. • 2'–O' #5 . tom' o.c. HoR. ENE>'15, 1992,E _ 05 • law O.C. VERT. 111111 i ELEVATOR STUD MATCH- SEARING WALL W/ ORc t-r-W 4' SLAB-ON-GRADE ON CC��YP. SHEATF�WG W/ �y ., , 1/2' ISOLATION JOINT + `yii�v$yPty� • 1J2 0 X 10 A.B. AT . �'�� ALD . •.. 4 CaRAVEL BASE 4' SLAB-ON-GRADE O•G' 8 4' SLIA •ON-GRADE MATCH VERT. RENF. W/ W.W.F. ON 4 GRAVEL BASE LEGS ALT.5IDE5 2 X 4 KL'YWAY ��• •• G� ERFO•'L�G,� _ _ _ 2'-� =III • - - • � Y • • Mold � + �•0T ' r � 0 0o Ooo Ooo Oo RE: PLAN 'o9T '•.:;e.•' =III • • I IIII . . , . o 111- -- o _III �.... - t/2 ISO JOINT I Iilll III IIII • ` 2 X 4 KE .)YWAY (TYP (111 •` • w.J i d F a =III RE: PLAN — — _ _ N5 •1G' O.G. I (2)-05 CONT. -1T1 ; -IIII 0-0 =III IIII II r .� 1 Sheet Number 05 •12' O.G. 8' `I i�`rt ` ! t 113A. 111 10 RE: PLAN SECTION 10 SF-C/TION 6 SECTION S 3/4' = r-0 3/4' r-0 TO LED Gwathmey SWITCH IN ---------------------- Pratt ENTRY —�`.� PALL Architects,p.c. 000 S Frontage Road West_ - --------- - J Colorado TO (5) ADD' L , TYPE ' L FIXTURES IN :/ LANDSCAPE ; L L L 1 t ----------------------------- It i \ I i � 1 F I F I _ LU �LU J i i of J Ki /r i LOCATE ELECTRIC FI ; Fl METER ON THIS WALL --- GARAGE GARAGE GARAGE Z DR DR D12 OPENER O OPENER O OPENER O i U) i i FI F1 W \� TO WALL TO WALL �i to U SWITCH TO WALL SWITCH SURGE .i ...LLL SWITCH TV I of I /n 145. Dt W SU \`�`• \�� ---- — i SPENDED jGF 1 `.\ --t"'- f�TERN VERIFY W Z LA IFY AND PROVIDE O , ABOVE f �� ELECTRICAL AS REQUIRED to / �. FOR MECHANICAL ROOM C 3 3 r__ ` I t PANEL $ GF 1 F I F I O -Efl- ------ W i Z at F21 #� li ' 3 10 z 0 I 0C C C / B J J J \ \\ W ----- I F2 m — O %` I IL 0 F i REF �� p --�, i FO TA I Q DW CFO FI F1 PANEL A 0 0 ° --- - I � ` TEL W I /or \ J {'- VERIFY AND PROVIDE t j —— —— ELECTRICAL AS REQ'D I FOR RANGE, WOOD. ���----------- 1 DISHWASHER, ETC A i J. — --- ' 1 I $ ' F2 I UP I F �D 1 dW Ft — — P1 .� I F2 0 FI TV A A I ° W W MFRELEV TOE SPACE NEATER-TYP VERIFY ELECTRICAL REQUIREMENTS OF ELEVATOR, COORDINATE AND INSTALL ©Copyright Gwathmey/Pratt Architects,PC All Rights Reserved This document,and the ideas and designs incorporated herein,as an instrument of professional service,is the property of 'Gwathmey/ Pratt Architects,P C and is not to be used,in whole or in part,without the written authorization of Edward M Gwathmey Jr or Henry Pratt FIXTURE SCHEDULE Date TYPE MFR E MODEL E LAMP NOTES Revised: A LIGHTOLIER 1100- IC( 1122/9OwG1PAR30FL DIRECT CONTACT CAN w/ EYEBALL TRIM BI LIGHTOLIER 4200/ (4)6OwG25/FROSTED 24' LIGHT STRIP- SURFACE MOUNT TO MIRROR 132 LIGHTOLIER 4201 / (6)6OwG25/FROSTED 36' LIGHT STRIP- SURFACE MOUNT TO MIRROR B3 LIGHTOLIER 4202/ (8)6OwG25/FROSTED 48' LIGHT STRIP- SURFACE MOUNT TO MIRROR C LIGHTOLIER II00- IC( I105/9OwQPAR38FL DIRECT CONTACT CAN w/ DOWNLIGPT TRIM >3� #x' 15 . E ISSU JUUNN E t5. 1992 D WALL FIXTURE AS SELECTED BY OWNER ASSUME 200w INCANDESCENT E EXTERIOR WALL FIXTURE AS SELECTED BY CWNER ASSUME IOOw INCANDESCENT FI LITPONIA DL-2404-ES 4' FLUORESCENT w/ LENS F2 12 ' ALCO TA2108 w/ ( 2) T5 8w WARM WHITE DBL BULB UNDER CAB OR CLOSET FLUORESCENT F3 21 " MODEL TA2113 wf (2) T5 13w WARM WHITE DBL BULB UNDER CABINET FLOORESCENT G SUSPENDED LANTERN TYPE FIXTURE AS SELECTED BY OWNER ASSUME 500w ELECTRICAL P L A N LOWER L E V E L P LIGHTOLIER 1000- IC11022/5OwQPAR20WSP SMALL CAN w/ EYEBALL TRIM N J LANDSCAPE FIXTURE AS SELECTED BY OWNER ASSUME ICOw SCALES 1 /4' - 1 ' -0' K PRECOLITE ALF-4/25vT10 FROSTED RECESSED STEP LIGHT (PAINT TO MATCH ADJ WALL ) ALL ELECTRICAL SHOWN IS TO CONVEY DESIGN L LIGHTOLIER 1100- ICf1126/6OwAl9 FRESNEL LENS TRIM- WET LISTED INTENT AND ARE SUBJECT TO FIELD CONDITIONS AND DESIGN-BUILD BY THE ELECTRICAL P PORCELAIN FIXTURE v/ 60wA19 SUBCONTRACTOR. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE INSTALLATION S LIGHTOLIER IICO- ICf1180/6OwAl9 SHOWER LIGHT w/ LEXAN DRO LENS MEETS ALL APPLICABLE STATE AND LOCAL CODES. W WALL FIXTURE AS SELECTED BY OWNER ASSUME 150w INCANDESCENT f `",t k'=''id 7' re if ALL ELECTRICAL OUTLETS SHALL BE IVORY 'DECORA' TYPE w/ IVORY PLASTIC COVER PLATES + NOTE OUTLETS w/ INTEGRAL SURGE PROTECTOR ALL SW I TCPES SHALL BE I VORI' PLASTIC TOGGLE TYPE. D I MMERS TO BE SL I DE TYPE W/ I NTEGRAL TO GLE .4'p� g Sheet Number NOTE SWITCPES w/ ILLUMINATED L . E .D. WHEN LOAD IS ON. '+ `..+ F r DOORBELL/ INTERCOM/STEREO PREWIRE BY SECURITY SUB-CONTRACTOR. ELECTRICAL SUB TO VERIFY NEEDS AND COORDINA-E AS REQUIRED. r ` TELEPHONE PREWIRE SHALL BE 6 PAIR (3 LINES) MIN TO EACH LOCATION $Y ALL TV SHALL BE HOME RUN TO PANEL IN GARAGE. Gwathmey Pratt Architects,p.c. 1000 S. Frontage Road West Colorado i Fox (303 476- 612 'WP \ PREW I RE STEREO 1 3 11 0 SPEAKER WIRE r 1 TO THESE TV LOCATIONS A _ 72' 1.j > TV 'a I $ �� SURGE I P SURGE I A I Ua ~ O - ..................................... r m IF2 TOE SPACE i A I I NEATER- TYP i ------ - I I 1 82 A E W It I � '� FLOOR Q — OUTLETS — I GFI 0 D -- O 1 -- -- - D D3 D3 1 ; O / U JA 48' A0 0' tll ? i Z Of GAS DRYER WASUER x45' 45'u TEL /-------- \� Q X `. `. t7. ® A ,'SURGE `� - U ,�j �t d • D A A TEL T 3 \��`` TC I O ��\\ 24/^ J t I .� Y .\ Q I I " \ \\ I REF I 1 D GP a 1 ` CAE L 9' BOX 69 It ----1-- I Dw--- I i z _ B3 NOTE, i I --- FLOURESCENTS TO BE % F 1 W I INSTALLED ABOVE F2 F3 i --- . AND BELOW CAB I NETS HTV I QP I A I `A -{fl- 11111 , a -r�}-p---'' 0 I °D $ 4T F n Q WP 'TEL I $ I I ——— TOE SPACE TV D 3 ;� 1` k?.0 �!HEATER- TYP I I ; I I r I — I --r -- C ' I I It 1 � I C1__ $ SPA ©Copyright TUB Gwathmey/Pratt Architects,PC O TOE SPACE All Rights Reserved B HEATER- TYP A I I Thls document,and the Ideas and designs Incorporated I I C herein,as an Instrument of professional service,Is the property of Arnold/Gwathmey/ 82 `� Pratt Architects,PC and is I not to be used,In whole or In B �� C part,without the written' I i D authorization of Edward M Gwathmey TO I °� ` Jr or Henry Pratt. GAS I I I \•\%E '\ A LOGS I _ I I FIXTURE SCHEDU L E \ uuP / / TV' w I B I F L TYPE MFR & MODEL is LAMP MOTES S Date A LIGHTOLIER 1100- IC/ 1122/90w0PAR30FL DIRECT CONTACT CAN w/ EYEBALL TRIM BI LIGHTOLIER 4200/ (4)60mG25/FROSTED 24' LIGHT STRIP- SURFACE MOUNT TO MIRROR Revised: B2 LIGHTOLIER 4201 / (6)6OmG25/FROSTED 36 ' LIGHT STRIP- SURFACE MOUNT TO MIRROR B3 LIGHTOLIER 4202/ (8)60NG25/FROSTED 48' LIGHT STRIP- SURFACE MOUNT TO MIRROR C LIGHTOLIER 1100- IC/ IID5/90w0PA238FL DIRECT CONTACT CAN w/ DOWNLIGHT TRIM D WALL FIXTURE AS SELECTED BY OWNER ASSUME 200w INCANDESCENT BLDG PERMIT, ISSUEI E EXTERIOR WALL FIXTURE AS SELECTED BY OWNER ASSUME 100w INCANDESCENT JUNE 15. 1992 F1 LITHONIA DL-2404-ES 4 ' FLUORESCENT w/ LENS F2 12 ' ALCO TA2108 w/ (2) T5 8w WARM WHITE DBL BULB UNDER CAB OR CLOSET FLUORESCENT F3 21 ' MODEL TA2113 w/ (2) T5 13w WARM WHITE DBL BULB UNDER CABINET FLOURESCENT G SUSPENDED LANTERN TYPE FIXTURE AS SELECTED BY OWNER ASSUME 500w E L E C T P I C A L PLAN - U P P E D LEVEL H LIGHTOLIER 1000- IC/ 1022/5OwOPA22OWSP SMALL CAN w/ EYEBALL TRIM SCALE, 1 /4' - 1 ' -0' N J LANDSCAPE FIXTURE AS SELECTED BY OWNER ASSUME IOOw K PRECOLITE ALF-4/25wTID FROSTED RECESSED STEP LIGHT (PAINT TO MATCH ADJ WALL ) ALL ELECTRICAL SHOWN IS TO CONVEY DESIGN INTENT AND ARE SUBJECT TO FIELD L LIGHTOLIER 1100- IC/ 1126/6OwA19 FRESNEL LENS TRIM- WET LISTED CONDITIONS AND DESIGN-BUILD BY THE ELECTRICAL P PORCELAIN FIXTURE w/ SOwA19 i SUBCONTRACTOR. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE INSTALLATION MEETS ALL APPLICABLE STATE AND LOCAL CODES. S LIGHTOLIER 1100- IC/ 1130/60wA19 SHOWER LIGHT w/ LEXAN DROP LENS W WALL FIXTURE AS SELECTED BY OWNER ASSUME 150w INCANDESCE ALL ELECTRICAL OUTLETS SHALL BE IVORY 'DECORA' TYPE w/ IVORY PLASTIC COVER PLATES err?,fi � Y; ! � NOTE OUTLETS w/ INTEGRAL SURGE PROTECTOR I',: �� ;A _s ALL SWITCHES SHALL BE IVORY P-ASTIC TOGGLE TYPE. DIMMERS TO BE SLIDE TYPE W/ INTEGRAL TOGGLE. NOTE SWITCHES w/ ILLUMINATED L . E.D. WHEN LOAD IS ON. DOORBELL/ INTERCOM/STEREO PREWI RE BY SECURITY SUB-CONTRACTOR. ELECTR I CAL SUB TO 1� ,� tt <�'.y` xefi Sheet Number VERIFY NEEDS AND COORDINATE AS REQUIRED. a.� TELEPHONE PREWIRE SHALL BE 6 PAIR (3 LINES) MIN TO EACH LOCATION ALL TV SHALL BE HOME RUN TO PANEL IN GARAGE. pnTE 7 1� r ..... ByAa .... r� , .s LOT 4 BLOCK 4 I / p LION'S RIDGE SUBDIVISION f I I l / / 8490 O TOWN OFVA/L } II I EAGLE COUNTY, COLORADO 86 :34 11 W II - - 201. 33 I \ \ \ \ MANHOLE P I I l / / _=�. _ —I _ I \ \ \ \ \ II �- �0 U11'LITY AND D / \ � ` �� _ \ \ \ \ \ \ \ \ FOUND REBAR RIM ELEV. �,� I RA/NA GE E,q,S \ — \ w/ Pc,asnc CAP GZK I 8471. 02 � � \ \ � ` Ls # 1141.3 2. Mew disturbed slopes are 2:1 (horizontal to vertical) or as approved by the sous enginw. BA SlS OF 2. ,mss are to be per sob 's recommendations. FINAL GRADING PLAN ELEVATION 11 I I / — — — — - I \ \ I 3. �s �.. assumes no rsapoodWity for utility locations. It is the contrectors to feld verity this 3ocatim of all utilltks prior to the of OV I1� / +J9 / \ \ won. MANHOLE A 1. 4 II I / / / / I / X490 ' I + � \ \ \ \ \ \ \ \ \ \ \ \ \ \ RIM ELEV. = 8453.57 III I 5 4s' +490 \ \ \ \ \ \ \ 1 4 Bob engineear is to confrm, in writing, review and approval of all slopes, temporary and fiat, IN V. ELEV. = 8439.30 I I I / / /N� ° l �\ �, \ \ \ \ \ \ \ \ \ \ \ \ \ \ gmdwg and drainage details proposed tier this pbmj prior to constructiom (MA NHOL E L O CA TED IN I I I / / k \ \ \ \ \ \ \ \ \ \ b. 8 The soils a g eer is to provide on site review dint observation of building and wall excavation and LIONS RIDGE- LOOP ) II / I l I E `� \ \ \ \ \ \ \ \ I make drainage rec manaatiaas ruing subsurbee water, and other sons matters' / I I / I I / 482+ / / �` 3`6 G\kP \ \ �\ \ \ \ \ \ \ \ \ \ \ Inc. is tabs to on the lot. Phone 926.397 / 5 GRADE I � I \ \ \ \ \ \ \ Alpine F�aeering, Y••"• �Y ss 107L GRADE to confirm receipt of soils eaffino s's review. e I I \ \ \ \ \ \ \ \ \ \ \ 7. See structural drawings for all rataiain�g wall details. +499 ! \ \ \ & veril ►coaa rmance of initial gra I g plan to structural retaining wall details. ; \ \ \ \ 9. Initial is shown as a to show what is needed to construct walls. OT 4\-, , � \ \ \ \ \ \ \ o \\` \ \ \ ° Structural details,ade e=dWoo^and sous engineer's re lations will ltkebF require mitaor ' f+ 1 / }4 7 \ 35 49 SQUARE FEET \ \ 1 \ \ \ \ \ \ m — the initial grading pLun. Z \ \ \ \ y 10. C•ontractm wish to gradi� is not 9g i o0 \ \ \ \ \ ` \ \ I � msp► sequence caa>etauctiau of the road so that the initial ` � CRS � \ \ \ \ �,,,\ couqAeted all at we tiw& Thus,if the lower well was constructed fret,lower Nall embankomA could be obtained from the upper wall ammation„etc. w \ \ \ \ \ 10.I antmcbr`fib �ittafe s tall dad road construr-lion LA jfh •the main mall \ ` \ \ \ \ /0.2 HAVG cif Ex�EcS �+J�tI�,H 847 / \ \ \ \ \ v �G /t 5 R.�cme'J<O Brae tR4Gr6 .GY.d� is �.u6t/. ! U1 \ \ /4 r&e Irrfa;nin� Is oegr file k11;A't;V • i"c tir/� C04S1f/?�dti of to the 36 bvi i '� W4 t�s 4 r. cnn s trticfa #. r . I is of Gawrree. rI opt/ 1Za /A-I ebAf9rA40- PZI*V AWAP e&r4. 005+ 80�ER QALLS +500 5 / \ \ \ \ \ LEGEND 48 '18,i?`W +5 SOS \ \ \ \ \\ \ \ \ \ \ \ 5 / +5 SO� \ \ \ \ \ n1 \ I \ / _ EX/STING GROUND CONTOUR I/ / / / ^► / + 00 / GA AGE\ +51 s \ \ \ \ \ \ Z \ \ P E TELEPHONE PEDESTAL E V= 8 5 0 0. +g513 �O \ \ \ \ \ \ ` C lv CABLE TV PEDESTAL 1 Q l �� l / +8502 5 \ \ 1 \ \ \ \ \ I 1 \ P O R VC l l \ \ \ \ 1 ELECTR IC TRANSFORMER MATCH EXIST. GROUND f7RE HYDRANT WITH BOTTOM OF WALL +85 \+8513 \ I I t \ \ \ \ GAB/ONIPOCK WALL \ I 1 SEE YPIC L / / / / 1 I I I I 1 \ \ \ / SEC ON I I AL / 111 I 1 \ SAN/TARP SEWER 1 �# GR/j�1NG P N � / \ w I I O ,1 \ \ \ I \ / SANITARY SEWER MANHOLE 1 gel 1 / / 49? +498 �; I / / TREE LINE (ASPEN) PROPOSED AMASTONE BLOCK WALL WITH GEOGRID OR EQUIV. °N l l � '�, I I l l / FIR/ST FIRrfi T F�O O R PROPOSED DOUBLE DEPTH CONCRETE +497 E E V= 8 5 0 4/ FOUND REBAR CRIBBING WITH AMASTONE FACING 09 W/ PLAS7I0 CAP le0 / LS 11413 PROPOSED SINGLE DEPTH CONCRETE CRIBBING WTH AMASTONE FACING ELE -8514 1 1 I l 5, �300 / I DXK I I \ \ y \ \ I BOULDER WALL 92 98 50l+ D9 I I 1 ,, - I 512 512 3 514 \ \ \ \ \ X26. R I g a E7ZIRN SL 5' 490 �498+ R/GINAL GX�AD/NG O EASEM �. 6 Q \ \ \ ,, \ \ , SCALE 1 10' ^�� \ / BOULDER WALL TO BE \ \ \ \ \ 4 " = I I ( \ \ DRAIN \ / \ REVIEWED BY SOILS \ \ ' AND \ ENGINEER \ \ \ 4` CON UR INTERVAL = TWO FEET I Q U K 9d \ ha V a ea • � 1 97 e \ \ \ J � �CC�i 000 3 2 'o C = 2753 s T\DWG\MISC\HETTINGA 05/2e/92 �ETAlNING WALL, TYPICAL NOTE AL PINE \ I I 1 \ SEE TYPICAL ROADWAY SECTION ON SHEET 1 . _ _ -- - 1 SHEET VERIFY TOPO IN THIS ARE \ � 2 OF 2 (TOPO WAS PROVIDED BY \ \ ENGINEERING INC. INTER-MOUNTAIN ENGINEERI G) \ EDWAROS BUSINESS CENTER • P 0 BOX 97 , \ • E 303 7 FAX 926-333 COLORADO 92633390 # 28878 v I FRONT ELEVATIONS 8510 I 8510 1" = 10 3' 4 5' 9 0' 4 5' 4 5' 4 5' 4 5' 4 5' 6 L=1 5 L=3 0' L=2 5' L=2 0' L=1 5' Heavy Green Lines Represent BX 1200 Geogrid J L = Geogrid Length 9500 o 8500 Hatched represents: Ww I I I m �:W Drape Trevira 1120 fabric over crib stretcher and inbed 10" into Amastone Block Single Depth Cribbing: ® 105' 120' 55' 110' Front Double Depth Cribbing: 8490 t----- 39.0' — ---� 8490 AmastoneeBlock Concrete crib stretcher THIRD (HIGHEST) TERRACE a Fill Aastone block and area between Amastone block and cribbing with 3/4" crushed rock. 7 5' 7 5' 2' 39 0' I 4 0' 3' 3' 3' 3' 3' 3' m 8500 L=2 0' L=3 0' SINGLE DEPTH CRIBWALI L=4 0''� in LID o 0 o a FABRIC DETAIL M M M N N N J I J J J J -J 1/2" 1' ++ N C W �W - 8490 ` m c 8490 I W21 I I I I I I I I I 3w 10 5' 6 5' L 0' 12 0' 11 0' 7 0' 3' 8 5' 13 5' _ 78.0'__ 8480 8480 I8510 _ 8510 SECOND (MIDDLE) TERRACE I ¢ a � o � W aUi 1' 4' 1- 1 4' CL 8500 21 0' — — 24 0' 105' 24 0' _ 39 0' _ _ 12 0' 3' 3' 8500 8500 8500 L=2 0' L=3 5' L=4 0' SINGLE DEPTH CRIBWALL DOUBLE DEPTH CRIBWALL SINGLE DEPTH o o —�— -- -- � I d- M ITIOD of Wall -J -J Vanes N c 0 w W 8490 I 13 ttom of Wal 8490 Fill with native soils. I Firiished Gra e Tnvera 1120 Fabric- — � N 6' \ 8480 3w � 8480 1. 4 5' 7 5' _9 0' 7 5' 9 0' 7 5' 7 5' 6 0' 6 0' 18 0' 15 0' 50' 15 0' 3' 6 0' 8490 - 8490 I 136.5' _ � Trivera Filter Fabric Front face of WALL ABOVE DRIVEWAY 6' Amastone Block Gravel french drain Setback: 1 /2" per block Concrete cribbing, batter at 6V:1 H 8480 8480 6 5'_\ 3.0' Header \\- 4.5' Header 8500 4 5' 4 5' 4 5' 1 6 0' 9 0' 9 0' 9 0' 9 0' 9 0' 9 0' 9 0' 9 0' 9 0' 9 0' 9 0' 12 0_ ►Ir __105' 8500 L=1 0' L=2 0' L=2 5' L=3 0' L=4 0' L=4 5' L=4 0' L=4 0' L=3 5' L=3 5' L=3 5' L=4 0' L=4 0' L=4 0' L=4 0' L=4 0' L=2 0' w W SECTION A—A 8490 I 8490 1" = 5' y` Y+ U) 8480 8480 3' 3' 3' 3' 3' 3' 3' 3' 1 3' 3 3' 3' 39 0' 4 5' 3' 4 5' 3' 4 5' 4 5' 6 0' 7 5' 9 0' 3' 3' 3' 3' 3' 4 5' - — 141 0' l V A � --7 WALL BELOW DRIVEWAY a Project Title: Project Revision Description Number CO-02-92-02-06 Dates � RETENTION 1801 W. OXFORD AVE. UNIT B sheet 1 of A ENGLEWOOD, Co 80110 LIONSRIDGE, LOT 4, VAI L Scale As Noted 088 6Designed,M E N G I N E E R I N G 7 -200 By ATS �y Earth Retention Specialists AMASTONE SITE RETAINING WALLS Date 4 MARCH 1992