The URL can be used to link to this page

Home My WebLink AboutDRB110291A Mondragon From: JR Mondragon Sent: Wednesday, January 16, 2013 11:21 AM To: magill @vvmc.com Cc: brice @jacksonbuildingco.com; Warren Campbell; Martin Haeberle; Leonard Sandoval Subject: B12 -0420 Greetings. our records show that permit B12 -0420 has a status of "corrections required ". This permit is for the valet parking booth at the VVMC parking lot. Since this project has no DRIB approval, we will be withdrawing /voiding this permit. Thank you Florencio Mondragon JR Senior Building Inspector /Plans Examiner ICC Building Safety and Inspection Services Community Development Department rowN of val 970.479.2143 970.376.2673 cell 970.479.2452 fax imondragonCaNailgov.com twitter.com /vailgov TOWN ,W H11—'i DE ELOP MEhaT Design Review Board ACTION FORM Depa ilment of Community Development 75 South Frontage Roadr Vai Ir Colorado 81657 tel: 979.479.2139 fax: 970.479.2452 web: www.vailgov.com Project Name: VVMC Entry Improvements DRB Number: DRB110291 Project Description: Veneer existing concrete port - cochere entry at the hospital with decorative stone to match the south elevation. Participants: OWNER VAIL CLINIC INC 07/25/2011 IN CARE OF VAIL VALLEY MEDICAL CENTER PO BOX 40000 VAIL CO 81658 APPLICANT VAIL VALLEY MEDICAL CENTER 07/25/2011 Phone: 970 - 479 -7199 ATTN: RYAN MAGILL PO BOX 40000 VAIL CO 81658 Project Address: 181 W MEADOW DR VAIL Location: front hospital entry Legal Description: Lot: E &F Block: Subdivision: VAIL VILLAGE FILING 2 Parcel Number: 2101 - 071 - 0101 -3 Comments: See conditions BOARD /STAFF ACTION Motion By: Gillette Action: APPROVED Second By: DuBois Vote: 4 -0 -0 Date of Approval: 09/07/2011 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and /or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 (PLAN): DRB approval shall not become valid for 20 days following the date of approval, pursuant to the Vail Town Code, Chapter 12 -3 -3: APPEALS. Cond : 202 (PLAN): Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond: CON0012139 This application does not included an approval for the design of the valet booth as it was not included on the submitted application. Cond: CON0012140 The applicant shall revise the design to eliminate the use of brick on the columns of the port - cochere in conjunction with the submittal of the building permit application in order to match the character of the columns on the south elevation along West Meadow Drive. Cond: CON0012141 The applicant shall match the stone to be used on the port - cochere to the existing stone on the south elevation of the elevation along West Meadow Drive. Cond: CON0012142 The applicant shall match the stone trim detail to be used on the port - cochere to the existing stone trim on the south elevation along West Meadow Drive. Cond: CON0012143 The applicant shall remove the lights from the port - cochere columns which shall be reflected in the building permit submittal. Cond: CON0012144 The applicant shall paint the new soffit of the port - cochere an off - white /tan color to compliment the color of the new stone. Planner: Warren Campbell DRB Fee Paid: $250.00 TOWN OF VAIL Department of Community Development 75 South Frontage Road Vail, CO 81657 Tel: 970 - 479 -2128 www.vailgov.com Development Review Coordinator Application for Design Review Minor Exterior Alteration General Information: This application is required for all proposals involving minor changes to buildings and site improve- ments, such as roofing, painting, window additions, landscaping, fences, retaining walls, etc. Applicable Vail Town Code sections can be found at www.vailgov.com under Vail Information — Town Code Online. All projects requiring de- sign review must receive approval prior to submitting a building permit application. An application for Design Review cannot be accepted until all required information is received by the Community Development Department, as outlined in the submittal requirements. The project may also need to be reviewed by the Town Council and /or the Planning and Environmental Commission. Design review approval expires one year from the date of approval, unless a building per- mit is issued and construction commences. Fee: $250 for Multi - Family /Commercial $20 for Single Family /Duplex Single Family Description of the Request: Duplex Multi- Family Commercial Veneer existing concrete at hospital entry with decorative stone Physical Address: 181 W. Meadow Dr Parcel Number: 210107101013 Property Owner: Vail Valley Medical Center Mailing Address: P.O. Box 40,000 Vail, Co 81658 Owner's Signature: (Contact Eagle Co. Assessor at 970 - 328 -8640 for parcel no.) Phone: 970 -476 -2451 Primary Contact/ Owner Representative: Magill Mailing Address: same as above E -Mail: magill @vvmc.com Phone: 970 -479 -7199 Fax: 970 -479 -5044 Received via email 7/25/11. Digitally signed by Lynne Campbell DN: cn =Lynne Campbell, —Town of Vail, — Community Development, email= lampbell @vailgov.com, US Date: 2011.07.25 12:32:26 - 06'00' For Office Use Only: I Cash_ CC: Visa/MC Last 4 CC # Exp. Date: Auth # Check # Fee Paid: Meeting Date: Planner: Zoning: Received From: DRB No.: DR13110291 Project No: I PRJ 11 -0359 Land Use: Location of the Proposal: Lot: Block: Subdivision: TOWN OF VAIL, COLORADO Statement *****#*######*########***#**##*#*####*##**#*######**********# # * * * # # * * # # # * * # # # * * * * * # # # # # # # # ## Statement Number: R110000913 Amount: $250.00 08/02/201102:52 PM Payment Method: Check Init: SAB Notation: 424684 - VVMC ----------------------------------------------------------------------------- Permit No: DRB110291 Type: DRB -Minor Alt, Comm /Multi Parcel No: 2101 - 071 - 0101 -3 Site Address: 181 W MEADOW DR VAIL Location: front hospital entry Total Fees: $250.00 This Payment: $250.00 Total ALL Pmts: $250.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- DR 00100003112200 DESIGN REVIEW FEES 250.00 a '.4 t r " tl i 71. MTV At — ot i � ot i � Z V- - h 4 ' 24' DEEP LAMINATE COUNTER -" 05 m �i f 6 TT BOOTH PLAN = V-0" 0 ED 'I CONCRETE SLAB 5'x5' TUBE STEEL ROOF FRAMING 5'x10" TUBE STEEL RAFTER 'S' PORTFOLIO LED DOWN LIGHT IN SHALLOW MOUSING 7 /2' G AL RANTING 3�1 3.2 1 a 1 I I I - — - — - — - — - — - T STAIR I I _ I I I O A2.0 4 I I I 5 O 1X9.25 TRIM WITH 1X5.5 STEPPED FASCIA ON META STUD FRAMING O a I I I O 1X9.25 TRIM WITH 1025/5.5 STEPPED FASCIA ON METAL STUD FRAMING ° RETAIL PHARMACY 1 i o oil 1X5.5 SOFFIT WITH 1X7.25/5.5 STEPPED FASCIA 1X5.5 EACH S1DE OF 1X11.25 TRIM WIIFI 1X5 STEPPED FASCIA 10.5 EACX SIDE OF 1X7.25 TRIM WITH 1X5 STEPPED FASCIA 1X3,5 TRIM OVER 1/4" NON VENTED SMOOTH WOE PANEL ON METAL STUD FRAMING I VESTIBULE I I Q 0 �1XXI1.25 FOFFIT WITH 1X7.25/5.5 STEPPED u 1X5.5 SOFFIT WITH 1X7.25/5.5 STEPPED FASCIA 1X3.5 TRIM OVER 1/4" NO VENTED O O SMOOTH WDIE PANEL I ON METAL STUD FRAMING U E OF STONE SOFFIT I I ENTRY CEILING PLAN 1/4" = 1' -0" 0 2' 4, KJU 1 1/2" STANDING SEAM METAL ROOF ON GRACE ULTRA WATERPROOF MEMBRANE ON 1/2" EXTERIOR p GRADE PLYWOOD IN 1.5" METAL DECK ON 4'x5' TUBE STEEL ROOF FRAMING; LOCK T SYSTEM SERIES LOW SLOPE INTEGRAL SNAP LOCK SYSTEM WITH A4000 FLUSH PANEL EQUAL 5'x10' TUBE STEEL RAFTER (2); CLOSE END WITH 1/4' PLATE; GRIND SMOOTH WELDS 4'x4' TUBE STEEL COLUMN (4) WITH EXTRUDED ALUMINUM COVER; MATCH STOREFRONT FINISH ALUMINUM STOREFRONT WINDOW SYSTEM TO MATCH EXISTING FINISH, COLOR AND PROFILE OF HOSPITAL. T BASIS OF DESIGN SHOWN IS KAWNEER TRIFAB 400 °- SCREW SPLINE SERIES WITH 1' LOW E PPG SUNGATE ��t,100 INSULATED CLASS UNIT 4' FACE BRICK; MATCH EXISTING 2" SLOPED STONE CAP - COLORADO BUFF SANDSTONE 2' STONE VENEER - TELLURIDE; MATCH EXISTING VALET BOOTH RCP s ELEVATION B ELEVATION ELEVATION 8 ELEVATION 1/4" = 1' -0" 0 2'-4 A 1/4" = 1 -0" 1. 1/4„ = 1, -0 1/4.. = 1'-0" 1/4„ = 1• -0" ■��on ■sae■ ■M■NI• ■EMEN DAVIS PARTNERSHIP ARCHITECTS o.ex«Iz3D, IXex• se..1, sw.,BD IMm.r,co aozas 3o3.m,.esss VMIIB225 MMn sheet LMB EE—.. CO 8,833 B1 0.828.9980 RAL1!laRF.1�s Uj 1=- J 3.1 3.2 J 25' -91L" } }} LU 2 o K - I - - - - I � BRICK VENEER ABOVE STONE CAP OVER STONE VENEER COLUMN TO BE FURRED OUT WITH BRICK, STONE AND STONE CAP I < el OVER DENZGIAS ON 3 5 /8 ' METAL STUDS TO TO SQE OFF SQUARE COLUMN TO STONE LINTEL ABOVE i I J - - - A2.0 4 / RETAIL PHARMACY H- - - - -�- TROY BRIDE Bi4015i1 \ SCONCE; TYPICAL OF �NE • \ VENIII \ L11E Oi STONE BRICK VENEER ABOVE VENEER SOFFIT ABODE CAP OVER STONE STONE IEER \ \ BRICK ENEER EERNE \ OVER STONE VENEER I \ \ I I \ \ \\ \\ VESTIB \ \ CAP OVER STONE MEER E \ I \ I I G - - - - - COLUMN TO BE FURRED OUf WIfM 2 BRICK, STONE AND STONE CAP OVER DENZOLAS ON 3 5 /B' METAL STUDS TO TO SQUARE OFF I COLUMN TO STONE LINTEL ABOVE I I I ENTRY PLAN 1/4" = 1' -0" D 7 4' 24' DEEP LAMINATE COUNTER -" 05 m �i f 6 TT BOOTH PLAN = V-0" 0 ED 'I CONCRETE SLAB 5'x5' TUBE STEEL ROOF FRAMING 5'x10" TUBE STEEL RAFTER 'S' PORTFOLIO LED DOWN LIGHT IN SHALLOW MOUSING 7 /2' G AL RANTING 3�1 3.2 1 a 1 I I I - — - — - — - — - — - T STAIR I I _ I I I O A2.0 4 I I I 5 O 1X9.25 TRIM WITH 1X5.5 STEPPED FASCIA ON META STUD FRAMING O a I I I O 1X9.25 TRIM WITH 1025/5.5 STEPPED FASCIA ON METAL STUD FRAMING ° RETAIL PHARMACY 1 i o oil 1X5.5 SOFFIT WITH 1X7.25/5.5 STEPPED FASCIA 1X5.5 EACH S1DE OF 1X11.25 TRIM WIIFI 1X5 STEPPED FASCIA 10.5 EACX SIDE OF 1X7.25 TRIM WITH 1X5 STEPPED FASCIA 1X3,5 TRIM OVER 1/4" NON VENTED SMOOTH WOE PANEL ON METAL STUD FRAMING I VESTIBULE I I Q 0 �1XXI1.25 FOFFIT WITH 1X7.25/5.5 STEPPED u 1X5.5 SOFFIT WITH 1X7.25/5.5 STEPPED FASCIA 1X3.5 TRIM OVER 1/4" NO VENTED O O SMOOTH WDIE PANEL I ON METAL STUD FRAMING U E OF STONE SOFFIT I I ENTRY CEILING PLAN 1/4" = 1' -0" 0 2' 4, KJU 1 1/2" STANDING SEAM METAL ROOF ON GRACE ULTRA WATERPROOF MEMBRANE ON 1/2" EXTERIOR p GRADE PLYWOOD IN 1.5" METAL DECK ON 4'x5' TUBE STEEL ROOF FRAMING; LOCK T SYSTEM SERIES LOW SLOPE INTEGRAL SNAP LOCK SYSTEM WITH A4000 FLUSH PANEL EQUAL 5'x10' TUBE STEEL RAFTER (2); CLOSE END WITH 1/4' PLATE; GRIND SMOOTH WELDS 4'x4' TUBE STEEL COLUMN (4) WITH EXTRUDED ALUMINUM COVER; MATCH STOREFRONT FINISH ALUMINUM STOREFRONT WINDOW SYSTEM TO MATCH EXISTING FINISH, COLOR AND PROFILE OF HOSPITAL. T BASIS OF DESIGN SHOWN IS KAWNEER TRIFAB 400 °- SCREW SPLINE SERIES WITH 1' LOW E PPG SUNGATE ��t,100 INSULATED CLASS UNIT 4' FACE BRICK; MATCH EXISTING 2" SLOPED STONE CAP - COLORADO BUFF SANDSTONE 2' STONE VENEER - TELLURIDE; MATCH EXISTING VALET BOOTH RCP s ELEVATION B ELEVATION ELEVATION 8 ELEVATION 1/4" = 1' -0" 0 2'-4 A 1/4" = 1 -0" 1. 1/4„ = 1, -0 1/4.. = 1'-0" 1/4„ = 1• -0" ■��on ■sae■ ■M■NI• ■EMEN DAVIS PARTNERSHIP ARCHITECTS o.ex«Iz3D, IXex• se..1, sw.,BD IMm.r,co aozas 3o3.m,.esss VMIIB225 MMn sheet LMB EE—.. CO 8,833 B1 0.828.9980 RAL1!laRF.1�s Uj 1=- J m J q:0 a. P C7 —Am J<2 LU 2 o a Vail Valley Medical Center 181 W. Meadow Drive Vail, Colorado 81657 VALET BOOTH AND ENTRY IMPROVEMENTS R Sheet Titl 1M ENTRY AND VALET BOOTH PLANS AND ELEVATIONS Permit Sal 4/712011 Sheet Number: A1.0 DPA Project 11910.00.000 3.2 STONE CAP DOWLED AND EPDXIED TO CONCRETE PRECAST 2'• STONE VENEER COALED AND EPDXIED TO CONCRETE PRECAST — 1 5" STONE LINTEL DOWLED —� AND EPDXIED TO CONCRETE PRECAST AND ANCHORED TO METAL STUD SUSPENDED FROM STEEL ABOVE 2" STONE VENEER DOWLED " TO PRECAST AND ANCHORED — TO METAL STUD SUSPENDED FROM STEEL ABOVE n. FACE BRICK TIED AN ` MORTARED TO EXISTING ` CONCRETE COLUMN � _ 3•-4" _ 4" 6• — — _ 6• , 2' STONE CAP _ 2" STONE VENEER TIED AND _ J MORTARED TO EXISTING - CONCRETE COLUMN NORTH ELEVATION 3/4" = 1• -0" CONTINUOUS 3/8 " %4" STEEL PLATE WELDED TO BOTTOM FLANGE; OR WT X5 IF ANGLES SUPPORTING THE PRECAST PANEL ARE IN THE WAY OF THE PLATE CONCRETE CEMENT 4/4 BOARDS RUSTIC TRIM AND SMOOTH NON VENTED SOFFIT PANEL ON 2X METAL FRAMING EXTERIOR GRADE RECESSED DOWNLIGHT ei y ' t I I I 4 WEST ELEVATION A 1/4.. = 1' -0" 0 2 4 3.2: FACE OF EXISTING BUILDING — EXISTING STRUCTURE AND ROOFING SYSTEM TO REMAIN FACE BRICK TIED AND MORTARED TO EXISTING CONCRETE COLUMN — 2" STONE CAP 2" STONE VENEER TIED AND MORTARED E EXISTING CONCRETE COLUMN — 30 MIL WATERPROOFING MEMBRANE; 1 1/2:12 SLOPE 12 STANDING SEAM METAL GRACE ULTRA OR EQUALS / 1/2' EXTERI OR /RARE PLYW00 --.\ / ROOF, FASCM AND SOFFIT 1 1 2" METAL DECK JI .cYR5U14�0ARD ON- 2" METAL STUDS 4'X5" TUBE STEEL ROOF FRAM: 112" EXTERIOR GRADE PLYWOOD NDOW FRAME BEYOND ON 2" METAL STU 1/2" GYPSUM BOARD ON 4" METAL STUDS 5"%10' TUBE STEEL RAFTE �yi1n1 METAL FIASHIN 4" STOREFRONT WINDOW ASSEMBLY WITH EXTENDED STOOL AL INTERIOR -� — - METAL FLASH: `AFC -wry' SOLID BRICK SEAL SL.L�_ FACE BRICK ---::::7 11/2" GYPSUM BOARD SHEATHING INFILTRATON BARRIER 6 "x 18 GA MTL STUDS AT 16" O.C. 1/2" GYPSUM BOARD 2 BRICK/ROOF SECTION 3/4" = 1• -0" ALUTAI BENT METAL OVER SHE I/2" SHEATHING ALINE Oi STOREFRONT WINDOW ASSEMBLY r FLASHING BELOW WITH EXTENDED STOOL ON INTERIO METAL MSHIN _ _ 2" STONE SL L FLE %IBLE FLASHING .. 1/2" GYPSUM BOARD SHEATHING INFILTRATON BARRIER �- 2" STONE VENEER 4 "x 18 GA MT- STUDS AT I.C. 1/2' GYPSUM BOARD -- N CORNER DETAIL 1/2" GYPSUM BOARD SHEATHING - RUBBER BASE INFILTRATION BARRIER 1/2" COMPRESSIVE FILLER 2" STONE VENEER " CONCRETE SLAB ON FLASHING STRUCTURAL FILL SOLID GROUT 12 "X16" CONCRETE FOOTING WITH 3' -0" STEM WALL 3 STONE/FOUNDATION SECTION A 3/4" - 1' -0' J, TOP OF PARAPET i Egg: P IRSTT FLOOR MEIN, I I I 4 WEST ELEVATION A 1/4.. = 1' -0" 0 2 4 3.2: FACE OF EXISTING BUILDING — EXISTING STRUCTURE AND ROOFING SYSTEM TO REMAIN FACE BRICK TIED AND MORTARED TO EXISTING CONCRETE COLUMN — 2" STONE CAP 2" STONE VENEER TIED AND MORTARED E EXISTING CONCRETE COLUMN — 30 MIL WATERPROOFING MEMBRANE; 1 1/2:12 SLOPE 12 STANDING SEAM METAL GRACE ULTRA OR EQUALS / 1/2' EXTERI OR /RARE PLYW00 --.\ / ROOF, FASCM AND SOFFIT 1 1 2" METAL DECK JI .cYR5U14�0ARD ON- 2" METAL STUDS 4'X5" TUBE STEEL ROOF FRAM: 112" EXTERIOR GRADE PLYWOOD NDOW FRAME BEYOND ON 2" METAL STU 1/2" GYPSUM BOARD ON 4" METAL STUDS 5"%10' TUBE STEEL RAFTE �yi1n1 METAL FIASHIN 4" STOREFRONT WINDOW ASSEMBLY WITH EXTENDED STOOL AL INTERIOR -� — - METAL FLASH: `AFC -wry' SOLID BRICK SEAL SL.L�_ FACE BRICK ---::::7 11/2" GYPSUM BOARD SHEATHING INFILTRATON BARRIER 6 "x 18 GA MTL STUDS AT 16" O.C. 1/2" GYPSUM BOARD 2 BRICK/ROOF SECTION 3/4" = 1• -0" ALUTAI BENT METAL OVER SHE I/2" SHEATHING ALINE Oi STOREFRONT WINDOW ASSEMBLY r FLASHING BELOW WITH EXTENDED STOOL ON INTERIO METAL MSHIN _ _ 2" STONE SL L FLE %IBLE FLASHING .. 1/2" GYPSUM BOARD SHEATHING INFILTRATON BARRIER �- 2" STONE VENEER 4 "x 18 GA MT- STUDS AT I.C. 1/2' GYPSUM BOARD -- N CORNER DETAIL 1/2" GYPSUM BOARD SHEATHING - RUBBER BASE INFILTRATION BARRIER 1/2" COMPRESSIVE FILLER 2" STONE VENEER " CONCRETE SLAB ON FLASHING STRUCTURAL FILL SOLID GROUT 12 "X16" CONCRETE FOOTING WITH 3' -0" STEM WALL 3 STONE/FOUNDATION SECTION A 3/4" - 1' -0' 5 NORTH ELEVATION A2.0 1/4" = 1• -0" 0 2' 4• sussm ■nsom ■ . . ,■ NEENIIIIIIII III, ■ 1111 III, ■ DAVIS PARTNERSHIP ARCHITECTS W F — �a 0 a � W ID RSE7 I� Vail Valley Medical Center 181 W. Meadow Drive Vail• Colorado 81657 VALET BOOTH AND ENTRY IMPROVEMENTS SheetSheel Time�� ENTRY SECTION, ENTRY ELEVATIONS, AND VALET DETAILS permit set 41712011 Sheet Number. A2.0 DPA Prated 11910.00.000 J, TOP OF PARAPET i Egg: P IRSTT FLOOR 5 NORTH ELEVATION A2.0 1/4" = 1• -0" 0 2' 4• sussm ■nsom ■ . . ,■ NEENIIIIIIII III, ■ 1111 III, ■ DAVIS PARTNERSHIP ARCHITECTS W F — �a 0 a � W ID RSE7 I� Vail Valley Medical Center 181 W. Meadow Drive Vail• Colorado 81657 VALET BOOTH AND ENTRY IMPROVEMENTS SheetSheel Time�� ENTRY SECTION, ENTRY ELEVATIONS, AND VALET DETAILS permit set 41712011 Sheet Number. A2.0 DPA Prated 11910.00.000