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Home My WebLink AboutDRB140342 Plans Approved1 RJAI V 97AI � � : VJ FMA 1101 ABV ABOVE ELEV ELEVATOR LIN LINEN ACOUS ACCOUSTICAL EM EMERGENCY OUTLET LKR LOCKER ACT ACCOUSTICAL CEILING TILE EMER EMERGENCY LLH LONG LEG HORIZONTAL ADO ADDENDUM ENG ENGINEER LLV LONG LEG VERTICAL ADJ ADJUSTABLE EOS EDGE OF SLAB LT LIGHT AFF ABOVE FINISHEDFLOOR EQ EQUAL LTL UNTEL AFG ABOVE FINISHED GRADE EQUIP EQUIPMENT LTWT LIGHTWEIGHT AG AGGREGATE EXIST EXISTING LVR LOUVER AL ALUMINUM EXP EXPANSION STRUCT STRUCTURE or STRUCTURAL ALT ALTERNATE EXT EXTERIOR M MASTER ANCH ANCHOR T TREADS MACH M MACHINE APPROX APPROXIMATELY FAS FASTEN(ER) MAS MASONRY APSH ASPHALT FBO FURNITURE BY OWNER MAT MATERIAL ARCH ARCHITECTURAL FD FLOOR DRAIN MAX MAXIMUM ASI ARCHITECT'S SUPPLEMENTAL FON FOUNDATION MECH MECHANICAL TV INSTRUCTIONS FE FIRE EXTINGUISHER MEP MECHANICAL, ELECTRICAL and ATTEN ATTENUATION FEC FIRE EXTiNGUiSHER CABINET PLUMBING AUTO AUTOMATIC FFE FINISH FLOOR ELEVATION MFGR MANUFACTURER CONTRACTOR: JOHN CLOUATRE FFL FINISHED FLOOR LINE MH AWN HOLE BD BOARD FHC FIRE HOSE CABINET MIN MINIMUM 8DRM BEDROOM FIN FINISHED) MIR MIRROR BEL BELOW FIX FIXTURE MISC MISCELLANEOUS SET BETWEEN FLG FLASHING MMB MEMBRANE BKT BRACKET FLR FLOORING) MO MASONRY OPENING SLOG BUILDING FLUOR FLUORESCENT MTD MOUNTED ELK BLOCK FPHB FREEZE PROOF HOSE BIB MTL METAL BLR BOILER FR FIRERESISTIVE MUL MULLION BM BEAM FREZ FREEZER MW MICROWAVE 80 8YOWNER FRM FRAME BOF BY OWNER, FUTURE FRP FIBERGLASS REINFORCED (N) NEW SOT BOTTOM PANEL(ING) N NORTH BOW BOTTOM OF WALL FRT FIRE RETARDANT TREATED NIC NOT IN CONTRACT ERG BEARNING FT FEET NO NUMBER SSMT BASEMENT FTG FOOTING NOM NOMINAL FURR FURRING NTS NOT TO SCALE CAB CABINET FUT FUTURE CATV CABLE TELEVISION FV FIELD VERIFY OA OVERALL CB CATCH BASIN OC ON CENTER CCD CONSTRUCTION CHANGE GA GAUGE OD OUTSIDE DIAMETER DIRECTIVE GALV GLAVANIZED OFF OFFICE CCN CLOSED CIRCUIT TELEVISION GB GRAB BAR OH OPPOSITE HAND CEM CEMENT GCMU GLAZED CONCRETE MASONRY OPG OPENING GER CERAMIC UNIT(S) OPP OPPOSITE CFL COUNTERFLASHING GO GRADE OTO OUTSIDE40-OUTSIDE CG CORNER GUARD GEN GENERAL CIP CAST IN PLACE GFP GAS FIRE PLACE PAC PREVIOUSLY AWARDED CJ CONTROL JOINT GI GALVINIZEDIRON CONTRACT CK CAULKING) GL GLASS PARTN PARTITION CL CENTERLINE GNO GROUND PFS PREFABRICATED GLG CEILING GRT GROUT PH PHONE CLL CONTRACT LIMIT LINE GYP GYPSUM WALL BOARD PL PLATE CLOS CLOSET PLAM PLASTIC LAMINATE CLR CLEARANCE HB HOSE BIB PLAS PLASTER CMU CONCRETE MASONRY UNIT HC HOLLOW CORE PLNK PLANK CNTR COUNTER HOHEAD PLWD PLYWOOD CO CLEANOUT HOOP HANOICAP(PED) PNL PANEL COL COLUMN HDRL HAND RAIL PNT PAINT CON CONCRETE HOW HARDWARE PINTO PAINTED CONN CONNECTION HOWD HARDWOOD PORC PORCELAIN CONST CONSTRUCTION HM HOLLOW METAL PR PROPOSAL REQUEST CONT CONTINUOUS 80RIZ HORIZONTAL PR PAIR CONTR CONTRACTOR) HR HOUR PROD PROJECT CORR CORRIDOR HT HEIGHT PSF POUNDS PER SQUARE FOOT CPT CARPET HTR HEATER PSI POUNDS PER SQUARE INCH CT CERAMIC TILE HVAC HEATING, VENTILATION and AIR PTD PAPER TOWEL CTR CENTER CONDITIONING DISPENSER/RECEPTACLE CTSK COUNTERSINK PV PAVEMENT IBC INTERNATIONAL BUILDING CODE D DRYER or INSTALLED BY CONTRACTOR QT QUARRY TILE DBL DOUBLE ID INSIDE DIAMETER DEPT DEPARTMENT IN INCH R RISERS DET DETAIL INFO INFORMATION RAD RADIUS OF DRINKING FOUNTAIN INSUL INSULATION or INSULATED RD ROOF DRAIN DW DIAMETER INY INTERIOR RE REFER 70 or REFERENCE DiAG DIAGONAL INTX INTERSECTION REC RECESSED) DIM DIMENSION INV INVERT REF REFRIGERATOR or REFRIGERATED ON DOWN REINF REINFORCED DR DRAIN JAN JANITOR REO'D REQUIRED DS DOWNSPOUT J8 JUNCTION BOX RES RESISTANT DW DISHWASHER JT JOINT RESiL RESILIENT DWG DRAWING RET RETAINING DWR DRAWER K.D. KNOCKDOWN REV REVISE, REVISED .,REVISION KO. KNOCKOUT RF RESILIENT FLOORING E EAST KIT KITCHEN RFG ROOFING EA EACH KPL KICK PLATE RFL REFLECTED EH EXHAUSTFAN RL RAIN LEADER EJ EXPANSION JOINT LAS LABORATORY RM ROOM EL ELEVATION LAM LAMINATE RO ROUGHOPENING ELECT ELECTRICAL LAV LAVATORY ROD ROOF OVERFLOW DRAIN LBL LABEL MLOW,I IL 11111 11 RS ROUGHSAWN RWC RAINWATER CONDUCTOR S SOUTH SC SOLID CORE SCD SEAT COVER DISPENSER SCHED SCHEDULE SD SOAP DISPENSER SECT SECTION SF SQUARE FEET SGLT STRUCTURAL GLU•LAM TIMBER SHLVS SHELVES SHR SHOWER BHT SHEET SHTG SHEATHING Sim SIMILAR SPEC SPECIFICATION(S) SQ SQUARE SR SINK RECEPTACLE SS STAINLESS STEEL SSK SERVICE BINK SST STAINLESS STEEL ST STAIN STA STATION STD STANDARD STL STEEL STO STORAGE STRUCT STRUCTURE or STRUCTURAL SUSP SUSPEND(ED) SV SHEET VINYL SYM SYMMETRICAL SYS SYSTEM T TREADS T80 TOP AND BOTTOM T8G TONGUE AND GROOVE TB TOWELSAR TEL TELEPHONE THK THICK or THICKNESS THR THRESHOLD THRU THROUGH TO TOP OF TOC TOP OF CONCRETE TOV TOWN OF VAIL TOW TOP OF WALL TPH TOILET PAPER HOLDER TPTN TOILET PARTITION TV TELEVISION TYP TYPICAL UL UNDERWRITER'S LABORATORY UNF UNFINISHED UGN UNLESS OTHERWISE NOTED UOS UNLESS OTHERWISE SPECIFIED UR URINAL V VACUUM V8 VAPOR BARRIER VCP VITRIFIED CLAY PIPE VCT VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBULE VIN VINYL VTR VENT TO ROOF VWC VINYL WALL COVERING W WASHER Wl WITH Wt0 WITHOUT WATER -RES WATER RESISTANT WB WASTEBASKET WC WATL'R CLOSET WO WOOD WF WIDE FLANGE WIN WINDOW WP WATERPROOFING) WPT WORKING POINT WSCT WAINSCOT VAVF WELDED WIRE FABRIC 0 ROUND W/ WITH o DEGREES COMPACTED BACKFILL PLUS OR MINUS DIMENSIONAL LUMBER PROPERTY LINE < ANGLE A 1.02 CENTER LINE DRAWING CONVENTIONS DETAIL DESIGNATOR 1 SI DETAIL NUMBER__ A101 SHEET WHERE SHOWN BUILDING SECTION DESIGNATOR SIM 1 SECTION LETTER _A A101 SHEET WHERE SHOWN 100'-01, LEVEL INDICATOR SPOT ELEVATION tJDOOR DESIGNATOR WINDOW DESIGNATOR n REFERENCE Room name 101 REVISED AREA OF DRAWING ADDENDUM -� MATERIAL i 1 i WALL TYPE Design Review Staff Approval TOWN � By Joe Batcheller at 3:33 pm, Sep 04, 2014 -®- s- DRB - SHEET INDEX SHEET I — NUMBER SHEET NAME DRAWN BY ISSUE DATE { LATEST REVISION jl I I A 0.00 COVER SHEET PIERCE ARCHITECTS i 08/08/14 Ai 1.00 !SITE SURVEY COMPACTED BACKFILL STONE PAVERS DIMENSIONAL LUMBER SITE PLAN proposed PIERCE ARCHITECTS 8/08/14 A 1.02 , LOWER FLOOR PLAN existing PIERCE ARCHITECTS BRICK VENEER CMU WOOD PIERCE ARCHITECTS 106/20/14 CA 1.04 C.C.P. CONCRETE STEEL NEW STUD WALL �A 2.01 !LOWER FLOOR PLANproposed PIERCE ARCHITECTS LF_ BATT INSULATION RIGID INSULATION EXISTING STUD WALL i i 1 EXISTING ELEVATIONS PIERCE ARCHITECTS 101/03/14 I � PIERCE ARCHITECTS 103/26/14 STONE VENEER CONCRETE TOPPING GROUND LINE 1 i WALL TYPE Design Review Staff Approval TOWN � By Joe Batcheller at 3:33 pm, Sep 04, 2014 -®- s- DRB - SHEET INDEX SHEET I — NUMBER SHEET NAME DRAWN BY ISSUE DATE { LATEST REVISION jl I I A 0.00 COVER SHEET PIERCE ARCHITECTS i 08/08/14 Ai 1.00 !SITE SURVEY PEAK LAND CONSULTANTS, INC. 106/20/14 A 1.01 SITE PLAN proposed PIERCE ARCHITECTS 8/08/14 A 1.02 , LOWER FLOOR PLAN existing PIERCE ARCHITECTS 06/20/14 A 1.03 MAIN FLOOR PLAN existing PIERCE ARCHITECTS 106/20/14 CA 1.04 LOFT PLAN existing PIERCE ARCHITECTS 08/06/14 �A 2.01 !LOWER FLOOR PLANproposed PIERCE ARCHITECTS 104/04/14 _ A 2.02 1 MAIN FLOOR PLAN proposed PIERCE ARCHITECTS 03/26/14 A 3.01 i 1 EXISTING ELEVATIONS PIERCE ARCHITECTS 101/03/14 A 4.01 _ POSED ELEVATIONS PIERCE ARCHITECTS 103/26/14 ADMINISTRATIVE INFO. LEGAL DESCRIPTION OF PROPERTY: PARCEL NUMBER: 2101-111-01-023 Subdivision: BIGHORN 2ND ADDITION Lot:9 R200730251 MAP 11-14-07 BUILDING CODE: 2012 IBC CONSTRUCTION TYPE: M STRUCTURAL ENGINEER: TIM HENNUM KRM CONSULTANTS INC. P.O. BOX 4572 VAIL, COLORADO 81658 P: 970.949.9391 E: tim@krmconsultants.com MECHANICAL ENGINEER: N/A N/A N/A N/A N/A N/A `rJVJ . OFVAIL DF -SIG VIE . 0 cap` ,rte, W z W PROJECT DIRECTORY OWNER'S REPRESENTATIVE: JAMES A. NELSON 49 ROLLING LINKS CT Gtr SPRING, TEXAS 77380-3996 P: 281.364.7648 CLO C: 713.828.0710 E: jimnelson46@outlook,com O ARCHITECT: BILL PIERCE, PRINCIPAL IN CHARGE N 06 -- 0. PIERCE ARCHITECTS Cy) 1650 FALLRIDGE RD, C1 Uj VAIL, COLORADO 81657 ...® P: 970.476.6342 F: 970,476,4901 E: bill@vailarchitects.com CONTRACTOR: JOHN CLOUATRE ASPEN GROVE CONSTRUCTION INC. U. P: 970.471 A857 E: john@agcbuilds.com STRUCTURAL ENGINEER: TIM HENNUM KRM CONSULTANTS INC. P.O. BOX 4572 VAIL, COLORADO 81658 P: 970.949.9391 E: tim@krmconsultants.com MECHANICAL ENGINEER: N/A N/A N/A N/A N/A N/A `rJVJ . OFVAIL DF -SIG VIE . 0 cap` ,rte, GENERAL NOTES 1. DATE OF TOPOGRAPHY: MARCH 16, 2001. ADDITIONAL TOPOGRAPHY AUGUST 27, 2013, ADDITIONAL TOPOGRAPHY AND TREE LOCATES JUNE 9, 2014. 2. PROJECT BENCHMARK: SEWER MANHOLE MH 120 LOCATED SOUTH OF LOT 9 IN THE CUL-DE-SAC OF BRIDGE ROAD. SEWER MANHOLE MH 120 RIM ELEVATION = 8387.0, INVERT ELEVATION = 8381.8 (SEE DRAWING). 3. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO PROPERTY LINES AND ARE INDICATED IN PARENTHESIS (XXX). 4. THE SOLE PURPOSE OF THIS PARTIAL TOPOGRAPHIC MAP IS FOR A POSSIBLE GARAGE ADDITION WITH A DRIVEWAY. OTHER FEATURES EXIST WHICH ARE NOT SHOWN HEREON. 7. THE ROCKFALL AND AVALANCHE HAZARDS ARE DERIVED BY THE ANALYSIS PREPARED ON MAY 10, 2001 BY ARTHUR 1. MEARS, P.E., INC. NATURAL HAZARD CONSULTANTS AND PROVIDED DIGITALLY BY THE TOWN OF VAIL. 8. PEAK LAND CONSULTANTS, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD, RECORD DOCUMENTS UTILIZED IN THIS AMENDED FINAL PLAT WERE PROVIDED BY LAND TITLE GUARANTEE COMPANY. ORDER No. V50019067, DATED APRIL 20, 2007 AT 5:00 P.M. 9. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. SURVEYOR'S CERTIFICATE 1, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. DATE: 0 R 0004 ' ______ 27598 __-�►' . �? :------- -= �-�- BRENT BIGGS ------ COLORADO P.L.S. No. 27599V�'*•.J FOR & ON BEHALF OF PEAK ;1+ z4Sug� O INC. WAKWAY 0 FOUND No. 5 REBAR WITH 1Y2" ALUMINUM CAP L.S. No. 27598 FOUND No. 5 REBAR WITH 1Y2" ALUMINUM CAP L.S. No. 27598 FOUND No. 5 REBAR WITH ALUMINUM CAP L.S. No. 20695 _ %E. "MODERATE HAZARD" SNOW OR ,' / ' DEBRIS AVALANCHES i / `` ti GRAPHIC SCALE � r 10 0 5 10 20 rF t IN FEET ) /1 inch = 10 ft. MAXIMUM EXTENT OF ROCKFALL HAZARD y, MAXIMUM EXTENT OF k � ROCKFALL HAZARD - y 8368.2 FOUND No. 5 REBAR �\ r WITH 1Y2 ALUMINUM CAP L.S. No. 27598 LOT 8 I r \t CP _ � f 8369.2 WOOD DECK 83844 ry 8369 `a �✓�� / / 8374.0 O / X� ^ VSD. fir' '` WOOD RAILING 6370.9 <C?' -',`.� ;'f ,j`;- .,`- `., .,` 8371.1 8371.2LO V `� >x• r a i sr ' '\ .LAGSTONE 1r,� r y7 '-•,.xis ,._,..� 8371.1 0K, r' WALK f f�`-r , x,• •,.. r..x ,,� \,. `\, �C� / / 8374.3 �� fAi`EDGE OF ASPHALT _\ ASPHALT "a LIGHT \ PARKING AREA FLOW LINE OF `S ii W000 DECK \, 1 r f �, wv C7 / / , CONCRETE PAN wv 8384.4 �: --` /t,i 8373.2 72.9 wv WATER VALVES 2 -STORY �' WOOD FRAMED s' 8374.5 / 8373.6 1 f 8372.3 / �/ SINGLE FAMILY RESIDENCE BUILDIN / / ` 2'3 \ FOUND Na. 5 REBAR GS r Sp. LOWER LEVEL F.F. = 8375.5 / / ib CK �, WITH 1Y2" ALUMINUM CAP MAIN LEVEL F.F. 8384.5 '�� r / % L.S. No. 27598 / 8376.1 BUILDING SETBACK 0• � � � � LANDIN % (� I LOT tl 837x.1 s' / 8380. ,r f LARGE / ' �2 8375.2 / � �_ BOULDER ,/ 0.396 ACRES ��' 8374,5 E / Q' 8374.4ADDRESS: 3826 BRIDGE ROAD 375.�8 ELECTRIC 8375.9''-,% j MANW LES 8376.1 FOUND No. 5 REBAR _,, / „,,. �._ / 8375.5 WITH AL.SMINUMP 25 / S64'24'W - 0.9' 8375. 1�.iA ✓ FROM LOT CORNER O 8375.7 I ASPHALT PARKING FLAG ONE 8377.5 AREA / 1 f o LARGE ; W BOULDER= 9jf �� A 8377.0 �. Aj \ / r 0j -- ll\ } ' $ i f� 8377.8 t` \ 8377.3 •0 71 r - , FOUND No, 5 REBAR WITH 1y" ALUMINUM CAjf 4 L.S. No. 27598 -lam v 8379.2 {� cif $o y f ".� { r Y J ` r r i� i � t t r b _ Al i L RE tA 'B� `8379.2OULDER�y O LOT 10 s �1 �b / 8381.2 y ^,) r % 8381.2' S7 I ATP APPROVAL FOUND No. 5 REBAR TOP BACK OF WITH ALUMINUM CAP ''lY CURB AND GUTTER„ _ LA ,- L.S. No. 2568 / .- -" S59`25'W - 1.1' FROM / 8382.a LOT CORNER /// 8384.8 FOUND No. 5 REBAR R WITH 1Y2' ALUMINUM CAP L.S. No. 27598 M A iiT I A 1 -r r% P'1 P\ PI A C'11 I I Pti 1 A P't _- _.. e... CURVE TABLE CURVE DELTA RADIUS LENGTH Cl 28`11'00" 125.00' 61.48' C2 26'55'44" 50.00' 23.50' C3 28'19'03" 125.00' 61.78' ry 8369 `a �✓�� / / 8374.0 O / X� ^ VSD. fir' '` WOOD RAILING 6370.9 <C?' -',`.� ;'f ,j`;- .,`- `., .,` 8371.1 8371.2LO V `� >x• r a i sr ' '\ .LAGSTONE 1r,� r y7 '-•,.xis ,._,..� 8371.1 0K, r' WALK f f�`-r , x,• •,.. r..x ,,� \,. `\, �C� / / 8374.3 �� fAi`EDGE OF ASPHALT _\ ASPHALT "a LIGHT \ PARKING AREA FLOW LINE OF `S ii W000 DECK \, 1 r f �, wv C7 / / , CONCRETE PAN wv 8384.4 �: --` /t,i 8373.2 72.9 wv WATER VALVES 2 -STORY �' WOOD FRAMED s' 8374.5 / 8373.6 1 f 8372.3 / �/ SINGLE FAMILY RESIDENCE BUILDIN / / ` 2'3 \ FOUND Na. 5 REBAR GS r Sp. LOWER LEVEL F.F. = 8375.5 / / ib CK �, WITH 1Y2" ALUMINUM CAP MAIN LEVEL F.F. 8384.5 '�� r / % L.S. No. 27598 / 8376.1 BUILDING SETBACK 0• � � � � LANDIN % (� I LOT tl 837x.1 s' / 8380. ,r f LARGE / ' �2 8375.2 / � �_ BOULDER ,/ 0.396 ACRES ��' 8374,5 E / Q' 8374.4ADDRESS: 3826 BRIDGE ROAD 375.�8 ELECTRIC 8375.9''-,% j MANW LES 8376.1 FOUND No. 5 REBAR _,, / „,,. �._ / 8375.5 WITH AL.SMINUMP 25 / S64'24'W - 0.9' 8375. 1�.iA ✓ FROM LOT CORNER O 8375.7 I ASPHALT PARKING FLAG ONE 8377.5 AREA / 1 f o LARGE ; W BOULDER= 9jf �� A 8377.0 �. Aj \ / r 0j -- ll\ } ' $ i f� 8377.8 t` \ 8377.3 •0 71 r - , FOUND No, 5 REBAR WITH 1y" ALUMINUM CAjf 4 L.S. No. 27598 -lam v 8379.2 {� cif $o y f ".� { r Y J ` r r i� i � t t r b _ Al i L RE tA 'B� `8379.2OULDER�y O LOT 10 s �1 �b / 8381.2 y ^,) r % 8381.2' S7 I ATP APPROVAL FOUND No. 5 REBAR TOP BACK OF WITH ALUMINUM CAP ''lY CURB AND GUTTER„ _ LA ,- L.S. No. 2568 / .- -" S59`25'W - 1.1' FROM / 8382.a LOT CORNER /// 8384.8 FOUND No. 5 REBAR R WITH 1Y2' ALUMINUM CAP L.S. No. 27598 M A iiT I A 1 -r r% P'1 P\ PI A C'11 I I Pti 1 A P't _- _.. e... TOWN OF VA " Design Review Staff Approval By Joe Batcheller at 3:33 I k- 4 A mom ON r 011111111111 m"M U0 0MET -0 mm 1/81, = 1.-0lq MviTz 'ClIF VAIL DFSIGN REVI RAI ST ,FF APPROVAL W z W 0 U) 00 CL 0 c1q 00 a. UJI N ry LL 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 L SITE PLAN proposed 0 TOWN OF VAIL Design Review Staff Approval By Joe Batcheller at 3:33 pm, Sep 04, 2014 I� 7 1t4" = 1'-0" 10.00 i T 10.20 I• la ei W'j a EXISTING GRFA EXISTING LOWER LEVEL approx. 1559 SF lower i ' • , • SIF main level 17435 SIF upper level 629 SIF PROPOSED GRFA lower level main level upper level. 5,742 SF 31704 SF T' RV 8APP VA- W z W 0 U) , - (1) 1'�- CD Q T— W ��// rL lv .CL -1 o O U A) W 0 d. Wco / N Ur. UL 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 �r A 1.02 TOWN OF VAIL Design Review Staff Approval By Joe Batcheller at 3:33 pm, Sep 04, 2014 A 3.01 1 I 1/4-1 = 1'-0" EXISTING MAIN LEVEL approx. 1435 SF <2 A �-.01 19 zr N C—il- VAiMaL DF- S- I G N R E V i B N1 rz'T APPROVAL W z W L Q CD Wit ct c co (0 C\j 00 (Y) F 0: CL > W N U. 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 MAIN FLOOR PLAN existing d Design Review Staff Approval By Joe Batcheller at 3:33 pm, Sep 04, 2014 TOWN Of VAIL -1 LESS THAI \5' HIGH \=208.8 SF 7.17 mm 1/4" = 1'-0" CEILING 16' HIGH OR GREATER =206 SF LOFT GREA THAN 5' HIM 13.75 LESS TI \5'HIG \=183.6 ME cli C) to L6 N EXISTING LOFT LEVEL approx. 629 SF m —LOFT MEMMEM" .. T11Ulu 019.3 a L m 0 9 Us- "01 a 1/41' = 11-011 rT , YV' !X --SIGN REVIVEN'll '�_�TAFF APPROVAU, W 0 z W 0 )(0 a) T_ 0 0-0 _j 00 a:) c1r) E a. > W M� N ry col 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 Q970) 476-4901 p.(970)476-6342 LUFT-F-W existing Design Review Staff Approval OWNVAIL 1 By Joe Batcheller at 3:33 pm, Sep 04, 2014 TOF NEW STAIR TO MEET 21 TO MATCH ANN 4 0 1/4" = 1'-0" Iry"NIN" OF VIA -IL DIF,10GN REIV ON [--5"TA,FFP7 APPROVAL ISSUE RECORD Uj z W 0 U) 0 LO Uj r- 00 ,Q0 N=� 0c) c1f) CL > Uj N LL 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 LOWER FLOOR PLAN nmnosed A 2.01 7 rowN of vary l Design Review Staff Approval By Joe Batcheller at 3:33 pm, Sep 04, 2014 A 4.011 2 :A:4.0114 IA a • a r aia N PROPOSED MAIN LEVEL ,?-pprox. 1435 SF Site Coverage Allowed: 3,450 s.f. Site Coverage Proposed: 2,056 s.f. 3 A 4.01 f MAIN proposed 174" = 1'-0" EW RAILING (TO MEET 2012 IBC), OLOR TO MATCH EXISTING m IMMZ OF i ESIGN REV16,; � !7-APPROVAJI., • W U z W U 0 a c: C- 0 00 0 o. < N H JIM 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 Design Review Staff Approval TO VAI By Joe Batcheller at 3:33 Pm, Sep 04, 2014 01? OWN L 19" MIG N NORTH existin 3/16" = 1'-0" SOUTH existin 3/16" = 1'-0" MINNIMMIA" A LOFT �-393'— 6" Ems, RIDGE 319132" LOFT MR&MM" EAST existin 3116" = 1'-0" WEST existin 3/16" = 1'-0" _RIDGE 8,fO-6'— 3 19/32' LOFT mum—PE IMMMIMM� -A —LOWER 'rrj�f DIES3111GN RPS JicTEF-RP,41'- Fr-APPOMU— Y�r pew *�► ,�»'4w"F RIDGE r—APPROAMU— 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 Q970) 476-4901 p.(970)476-6342 EXISTING ELEVATIONS • 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 Q970) 476-4901 p.(970)476-6342 EXISTING ELEVATIONS Design Review Staff Approval TOWN OF By Joe Batcheller at 3:33 pm, Sep 04, 2014 VAIL5 REBUILD EXISTING LANDINC STAIR, GUARDRAIL & HANDRAILS TO MEET 2012 IE COLOR TO MATCH EXISTINC NI T( T( VE' &F :O NIL t", 3/16" = 14-011 Hus RIDGE LOFT__5� 8393'-6" 012 NEW RAILING (TO MEET 2012 IG, IBC), MATCH COLOR OF NG EXISTING RAILING NEW DECK ABOVI CARPORT @ 8384 IVIAIN_5 8384'- 6" NEW CARPORT --`� —OWE�P837- RIDGE fq-/32"-7� =-W RAILING (TO MEET 2C C) TO REPLACE EXISTIN, DLOR TO MATCH EXIST11\ I CI UUAKUHAIL & MANUHAIL6 I U MCC I EAST proposed 2012 IBC, COLOR TO MATCH EXISTING 3/16" = V-0" I — - . - - — - - -1 - � - - -1 --- .. — - — & HANDRAILS TO MEET 2012 IBC, WESTproposed COLOR TO MATCH EXISTING 3116" = V-0" NEW RAILING (TO MEET 2012 IBC) TO REPLACE EXISTING, COLOR TO MATCH EXISTING MAE" .OWER. 375' --6 ", � RIDGE A--� LOFT 393'- 6" A EXISTING SHED REMAINS LOWER 8375' If -rjf 0Xfa 'V"AMC f F GN ,AFT APPROWN41L 1(4 13 R W c) z W 0 U) c CLO co c'j 00 cle) O 0. < > W N ct LL 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 PROPOSED ELEVATIONS 1 � '