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Home My WebLink AboutA000.pdfARCHITECT SEMPLE BROWN DESIGN, P.C. 1160 SANTA FE DRIVE DENVER, CO, 80204 OFFICE: 303.571.4137 FAX: 303.571.0403 CONTACTS: GENERAL CONTRACTOR MEP ENGINEER RADER ENGINEERING 40690 HIGHWAY 6, SUITE E1 AVON, CO 81620 PHONE: 970.845.7910 CONTACTS: BRYAN HOULE EXT.103 970.845.7522(cell) ROCKY MOUNTAIN CONSTRUCTION GROUP 120 WILLOW BRIDGE RD., STE 7 VAIL, CO 81657 PHONE: 970.476.4951 CONTACTS: MARK HALLENBECK mark@rockymountainconstructiongroup.com 719.499.9248(cell) KITCHEN EQUIPMENT DESIGNER TUNDRA RESTAURANT DESIGN 3825 WALNUT STREET BOULDER, CO 80301 PHONE: 303.545.1365 FAX: 800.447.4881 CONTACTS: JEFF KATZ, ANDREA PAIZ PROJECT DIRECTORY LANDLORD GORSUCH LTD 263 E. GORE CREEK DRIVE VAIL, CO 81657 PHONE: 970.476.2294 CONTACTS: RENIE GORSUCH rgorsuchltd.net OWNER WAVELAND VENTURES,LLC 300 WEST 6TH STREET, SUITE 1810 AUSTIN, TX 78701 PHONE: 512.450.5111 CONTACTS: RICK HAYES, DAVID SEGERDAHL rhayes@wavelandventures.com 101A A101 1 Ref 1 Ref 1 Ref 1 Ref A101 101 Room name 10.1 AFF C1 10'-6" A1.01 1 SIM W34 T12 1 Ref 1 Ref 1 Ref 1 Ref DRAWING # SHEET # DRAWING # SHEET # GRID # DRAWING # SHEET # BUILDING ELEVATION: INTERIOR ELEVATION: STRUCTURAL GRID: BUILDING SECTION: WALL SECTION: DRAWING # SHEET # CALL OUT DETAIL: DRAWING # SHEET # SPOT ELEVATION: DOOR TAG: DOOR TAG # ROOM # ROOM TAG: WALL TAG: WALL TYPE WINDOW TAG: WINDOW TYPE CEILING TAG: CEILING TYPE REVISION TAG: REVISION # ROOF TAG: ROOF TYPE SE1 SPECIALTY EQUIPMENT TAG: EQUIPMENT TYPE GENERAL SYMBOL LEGEND 100'-0" ELEVATION R-1 REVISION TAG: PLUMBING FIXTURE TAG: PF1 FIXTURE TYPE TOILET ACCESSORY TAG: TA1 ACCESSORY TYPE REVISION # PROJECT NUMBER: PROJECT DATE: SHEET TITLE: SHEET NUMBER: A000 143100 CRESPELLE POP UP 2014.12.08 COVER SHEET 263 EAST GORE CREEK DRIVE, VAIL, CO 81657 CRESPELLE POP UP PROJECT NARRATIVE 263 E GORE CREEK ZONE CC1 VICINITY MAP THK THICK or THICKNESS THLD THRESHOLD TO TOP OF TOC TOP OF CONCRETE TOS TOP OF STEEL TOW TOP OF WALL TPD TOILET PAPER DISPENSER TPTN TOILET PARTITION TS TUBE STEEL TV TELEVISION TYP TYPICAL UL UNDERWRITER'S LABORATORY UNFIN UNFINISHED UON UNLESS OTHERWISE NOTED UR. URINAL USGS U.S. GEOLOGICAL SURVEY V VOLT VAR VARY or VARIES VB VAPOR BARRIER VCT VINYL COMPOSITION TILE VENT VENTILATION VER VERIFY VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VIN VINYL or SHEET VINYL VOL VOLUME VTR VENT THROUGH ROOF VWC VINYL WALL COVERING W WEST or WIDE W.O. WHERE OCCURS W/ WITH W/C WATER CLOSET W/O WITHOUT W/R WATER RESISTANT WC WALL COVERING WD WOOD WDO WINDOW WF. WIDE FLANGE or WOOD FLOORING WGL WIRE GLASS WP WATERPROOF(ING) WPT WORKING POINT WSCT WAINSCOT WT WEIGHT WWF WELDED WIRE FABRIC YD YARD RBT RUBBER TILE RD ROOF DRAIN or ROAD RE REFER TO or REFERENCE REC RECESS(ED) RECPT RECEPTACLE REF REFRIGERATOR or REFRIGERATED REINF REINFORCED REQD REQUIRED RESIL RESILIENT REV REVISE, REVISED or REVISION(S) RF RESILIENT FLOORING RFG ROOFING RFL REFLECTED RH RIGHT HAND RL RAIN LEADER RM ROOM RO ROUGH OPENING ROD ROOF OVERFLOW DRAIN ROW RIGHT OF WAY RPM REVOLUTIONS PER MINUTE RVS REVERSE (SIDE) RWC RAIN WATER CONDUCTOR S SOUTH or SEALED SC SOLID CORE SCHED SCHEDULE SD SOAP DISPENSER SEC SECTION SF SQUARE FEET SHT SHEET SHTG SHEATHING SHWR SHOWER SIM SIMILAR SOFF SOFFIT SPECS SPECIFICATION(S) SPKL SPRINKLER SPKR SPEAKER SPRT SUPPORT SQ SQUARE SR SINK RECEPTACLE SS STAINLESS STEEL SSK SERVICE SINK STA STATION STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURE or STRUCTURAL SUSP SUSPEND(ED) SYM SYMMETRICAL SYS SYSTEM T TREAD T&B TOP AND BOTTOM T&G TONGUE AND GROOVE TBC TOP OF BACK OF CURB TELE TELEPHONE TEMP TEMPORARY or TEMPERATURE TG TEMPERED GLASS THERM THERMOSTAT MUL MULLION N NORTH NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NRC NOISE REDUCTION COEFFICIENT NTS NOT TO SCALE OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OFF OFFICE OH OPPOSITE HAND OPNG OPENING OPP OPPOSITE OTO OUTSIDE-TO-OUTSIDE P PAINT(ED) P/L PROPERTY LINE PAC PREVIOUSLY AWARDED CONTRACT PAR PARALLEL PBO PROVIDED BY OTHERS PC PRECAST PERF PERFORATED PERIM PERIMETER PKG PARKING PL PLATE PLAM PLASTIC LAMINATE PLAS PLASTER PLBG PLUMBING PLY PLYWOOD PNL PANEL POL POLISHED PR PAIR or PROPOSAL REQUEST PREFAB PREFABRICATED PREFIN PREFINISHED PRESTR PRESTRESSED PRIM PRIMARY PROJ PROJECT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POST TENSIONED or PORCELAIN TILE PTD PAINTED PTDR PAPER TOWEL DISPENSER AND RECEPTACLE PTN PARTITION PTR PAPER TOWEL RECEPTACLE PVC POLYVINYL CHLORIDE PVMT PAVEMENT QT QUARRY TILE QTY QUANTITY R RISER RAD RADIUS RB RUBBER BASE RBC RUBBER BASE COVE RBS RUBBER BASE STRAIGHT HR HOUR HT HEIGHT HTR HEATER HVAC HEATING, VENTILATION and AIR CONDITIONING HW HOT WATER HWH HOT WATER HEATER HWY HIGHWAY IBC INTERNATIONAL BUILDING CODE ID INSIDE DIAMETER IN INCH(ES) INCAND INCANDESCENT INCL INCLUD(ED) INFO INFORMATION INSUL INSULATION or INSULATED INT INTERIOR INTMED INTERMEDIATE INV INVERT JC JANITOR CLOSET JST JOIST JT JOINT KD KNOCKDOWN KIT KITCHEN KO KNOCKOUT KP KICK PLATE LAB LABORATORY LAM LAMINATE LAV LAVATORY LBL LABEL LDR LEADER LH LEFT HAND LKR LOCKER LP LIGHTING PANEL or LIGHT PROOF LT LIGHT LTL LINTEL LVR LOUVER MACH MACHINERY MAG MAGNETIC MAS MASONRY MATL MATERIAL MAX MAXIMUM MB MOISTURE BARRIER MECH MECHANICAL MED MEDIUM MEMB MEMBRANE MEP MECHANICAL, ELECTRICAL and PLUMBING MEZZ MEZZANINE MFR MANUFACTURER MH MANHOLE MIN MINIMUM MIRR MIRROR MISC MISCELLANEOUS MM MILLIMETERS MO MASONRY OPENING MTD MOUNT(ED) MTL METAL F FARENHEIT FA FIRE ALARM FAC FIRE ALARM CABINET FACP FIRE ALARM CONTROL PANEL FBO FURNISHED BY OTHER(S) FD FLOOR DRAIN or FIRE DAMPER FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISHED FLOOR FFL FINISHED FLOOR LINE FH FIRE HYDRANT FHC FIRE HOSE CABINET FHMS FLAT HEAD MACHINE SCREW FHV FIRE HOSE VALVE FHWS FLAT HEAD WOOD SCREW FIN FINISH(ED) FIXT FIXTURE FLG FLASHING FLR FLOOR(ING) FLUOR FLUORESCENT FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUD FR FIRE RESISTIVE or FIRE RATED FRP FIBERGLASS REINFORCED PANEL(ING) FRT FIRE RETARDANT TREATED FT FOOT (FEET) FTG FOOTING FURN FURNISH(ED) FURR FURRED or FURRING FUT FUTURE FVC FIRE VALVE CABINET GA GAUGE GALV GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GCMU GLAZED CONCRETE MASONRY UNIT(S) GL GLASS or GLAZING GND GROUND GR GRADE GRT GROUT GWB GYPSUM WALLBOARD GYP GYPSUM GYP. BD. GYPSUM BOARD HAS HEADED ANCHOR STUD HB HOSE BIB HC HOLLOW CORE or HANDICAPPED HDAS HEADED DEFORMED ANCHOR STUD HDR HEADER HDWR HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL CLG CEILING CLOS CLOSET CLR CLEAR CM CENTIMETERS CMU CONCRETE MASONRY UNIT CO CHANGE ORDER or CLEANOUT COL COLUMN CONC CONCRETE CONF CONFERENCE CONN CONNECTION CONSTR CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CORR CORRIDOR or CORRUGATED CPT CARPET CT CERAMIC TILE CTR COUNTER CU CUBIC CY CUBIC YARD DAMP DAMPROOFING DBL DOUBLE DEG DEGREE DEMO DEMOLISH or DEMOLITION DEPT DEPARTMENT DF DRINKING FOUNTAIN DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DISP DISPENSER DIV DIVISION DN DOWN DR DOOR DS DOWNSPOUT DTL DETAIL DWG DRAWING DWR DRAWER E EAST EA EACH EB EXPANSION BOLT ED EXHAUST DUCT EF EXHAUST FAN or EACH FACE EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EMER EMERGENCY ENGR ENGINEER EOS EDGE OF SLAB EQ EQUAL EQUIP EQUIPMENT ES EACH SIDE EST ESTIMATE EW EACH WAY EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER EXT EXTERIOR # POUND(S) or NUMBER & AND (E) EXISTING (N) NEW (R) REMOVE < ANGLE @ AT A/V AUDIO/VISUAL AB ANCHOR BOLT ABV ABOVE ACOUS ACCOUSTICAL ACT ACCOUSTICAL CEILING TILE AD AREA DRAIN or ACCESS DOOR ADD ADDENDUM ADJ ADJACENT or ADJUSTABLE AFF ABOVE FINISHED FLOOR AGG AGGREGATE AHU AIR HANDLING UNIT ALT ALTERNATE ALUM ALUMINUM ANOD ANODIZED APPROX APPROXIMATE ARCH ARCHITECTURAL ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS ASPH ASPHALT AUTO AUTOMATIC AVE AVENUE AVG AVERAGE AWP ACOUSTICAL WALL PANEL B BASE B.O. BOTTOM OF B.O.F. BY OWNER, FUTURE BD BOARD BIT BITUMINOUS BLDG BUILDING BLKG BLOCKING BM BEAM or BENCH MARK BOT BOTTOM BRG BEARING BSMT BASEMENT C CAULKING C.L. CENTERLINE CAB CABINET CATV CABLE TELEVISION CCD CONSTRUCTION CHANGE DIRECTIVE CCTV CLOSED CIRCUIT TELEVISION CDOT COLORADO DEPARTMENT OF TRANSPORTATION CEM CEMENTITIOUS CFL COUNTERFLASHING CG CORNER GUARD CIP CAST IN PLACE CIRC CIRCUMFERENCE CJ CONTROL JOINT DRAWING INDEX SHEET NO. SHEET NAME ARCHITECTURAL A000 COVER SHEET A100 CRESPELLE FLOOR PLAN A101 CRESPELLE RCP MECHANICAL M100 MAIN LEVEL MECHANICAL PLAN M101 LOWER LEVEL MECHANICAL PLAN ELECTRICAL E00 ELECTRICAL COVER SHEET E01 ELECTRICAL POWER PLAN E02 ELECTRICAL LIGHTING PLAN E03 ONE LINE & FEEDER PROJECT ABBREVIATIONS SEASONAL NATURE AND SUMMARY OF CATERED FOOD AND DISHWASHING: CRESPELLE WILL OPERATE AS A “GRAB AND GO” CREPE AND COCKTAIL APRÈS BAR AT THE OLD ORE HOUSE LOCATION. THE IDEA FOR OUR SHORT-TERM RESTAURANT IS TO OPERATE THROUGH THE 2015 SKI SEASON UTILIZING THE GORSUCH DECK THAT RUNS PARALLEL TO BRIDGE STREET AS WELL AS THE ENTRANCE SPACE TO THE ORE HOUSE. OUR TARGET MARKET WILL BE THE HEAVY SKI TRAFFIC TRAVELING TO AND FROM THE MAIN GONDOLA ONE EACH DAY. WE PLAN ON OPENING FEBRUARY 1, 2015 AND RUNNING THROUGH THE SPRING. OUR PLAN IS TO DO ALL FOOD PREPARATION AND WASH ALL UTENSILS AND COOK-WARE OFF-SITE AT THE “YELLOW BELLY” KITCHEN IN WEST VAIL. AT THIS HEALTH-INSPECTED KITCHEN, WE WILL PREPARE AND PACKAGE ALL OF OUR DAILY FOOD INGREDIENTS FOR TRANSPORTATION TO OUR CRESPELLE LOCATION. WE WILL HAVE A TRUCK TRAVELING TO AND FROM OUR CATERING KITCHEN TO THE CRESPELLE LOCATION THAT WILL MEET ALL SPECIFICATIONS FOR SAFE TRANSPORTATION OF FOOD. REVISION DATE 1 FOR CONSTRUCTION 12.18.14 2 RESPONSE TO TOWN 01.09.14 PROJECT LOCATION 263 E Gore Creek Drive, Vail CO 81657 Parcel Number 210108229003 LEGAL DESCRIPTION: LOTS C D AND E BLOCK 5 VAIL VILLAGE FIRST FILING TOWN OF VAIL, EAGLE COUNTY, COLORADO APPLICABLE CODES · 2012 International Building Code w/ Local Amendments · 2012 International Mechanical Code w/ Local Amendments · 2012 International Plumbing Code · 2012 International Energy Conservation Code w/ Local Amendments · 2012 International Fuel & Gas Code w/ Local Amendments · 2011 National Electric Code · Accessibility: State Law crs 9-5 & ICC / ANSI A117.1-2003 Ground snow load 145 pounds per SF Wind speed 90 mph (3 second gust) and Exposure B Minimum frost depth 48" BUILDING DESCRIPTION Concrete Block exterior bearing walls and wood framed primary sturcture, floor, roof and secondary member construction. ACTUAL BUILDING AREAS Basement Level: Occupancy M, A2 Net Area 7500 sf Street Level: Occupancy M, A2 Net Area 7537 sf Upper Level: Occupancy M, B Net Area 7560 sf Clock Tower level 3: Occupancy B Net Area 340 sf Clock Tower level 4: Occupancy B Net Area 340 sf Clock Tower level 5: Occupancy B Net Area 340 sf East Loft Office Space: Occupancy B Net Area 420 sf Total Net [per Area Building definition]: 24037 sf BUILDING CLASSIFICATION per Section 302 Section 303.3 ASSEMBLY GROUP 'A-2' with existing non separated uses M, B and S1 Automatic Fire Sprinklers per Section 903.2 Proposed scope of work Assembly Group A-2 Food Service BUILDING HEIGHT Section 504 Type V-B NONSEPARATED OCCUPANCIES A-2, M AND B Section 504.2 Automatic Sprinkler system increase Maximum building height increased by 20 feet and the maximum number of stories is increased by one. Allowable Height and story M- 40’ 1 story plus height increase of 20’ and 1 story = 60’ and 2 story allowable. For A it is the same. Section 504.3 Roof structures Towers may extend 20 feet above allowable building height which is 80’ for M and A- 2. There is no occupied space above 60’. CODE ANALYSIS ALLOWABLE AREA per Table 503 Section 506 Building Area Modifications for A-2 506.1 Equation 5-1 Aa = { At + [At x If] + [At x Is] } 19,620 = { 6000 + [6000 x .27] + [6000 x 2] } Section 506.2 Frontage Increase If = [F/P - .25] W/30 If = [195/375 - .25] 30.5/30 If = [.52 - .25] 1 If = [.27] 1 = .27 Section 506.2.1 Width Limits Equation 5-3 Weighted Average W = (L1 x w1 + L2 x w2 + L3 x w3)/F Weighted Average W = (73 x 24 + 105 x 40)/195 = 30.5 506.3 Automatic Sprinkler Increase Is = 2 Section 506 Building Area Modifications for B and M 506.1 Equation 5-1 Aa = { At + [At x If] + [At x Is] } 29,430 = { 9000 + [9000 x .27] + [9000 x 2] } Section 506.2 Frontage Increase – using two sides of adjacent Public Way on Bridge and Gore If = [F/P - .25] W/30 If = [195/375 - .25] 30.5/30 If = [.52 - .25] 1 If = [.27] 1 = .27 Section 506.2.1 Width Limits Equation 5-3 Weighted Average W = (L1 x w1 + L2 x w2 + L3 x w3)/F Weighted Average W = (73 x 24 [Bridge Street Public Way] + 105 x 40 [Gore Creek Public Way])/195 = 30.5 506.3 Automatic Sprinkler Increase Is = 2 508.3.2 Non Separated occupancies CONSTRUCTION TYPE per Section 503 Type V B - Fully Sprinklered, Non Separated Occupancies A-2, B, M OCCUPANCY AREAS Separated Occupancy 508.4 M B A-2 Basement Level: 5670 0 783 Street Level: 6293 0 952 Upper Level: 5824 1268 0 Clock Tower level 3: 0 423 0 Clock Tower level 4: 0 270 0 Clock Tower level 5: 0 270 0 East Loft Office Space: 0 270 0 Total Occupied Area: 17787 2501 1735 BUILDING FIRE RESISTANCE Table 601, 602 Non Req'd for Type5B No change to existing structure or exterior building envelope MISC REQUIREMENTS Maximum Deadend: 20' [50' with sprinklers in B & M Occupancies] Exit illumination: Provided Exit access travel distance: For A, M and S-1 200' without sprinklers 250' with sprinklers Fire alarm System: Manual alarm and smoke alarm provided MEANS OF EGRESS Refer to plan A100 for occupancy load, exits and egress widths Total number of occupants is 5 ZONING: CC1 No proposed exterior modifications. Current patio revocable permit lease to be resigned by tenant Proposed Tenant Finish Building Area/Occupant load: 1100 SF GROSS FIRST FLOOR A-2 5 TOTAL OCCUPANTS Plumbing fixture calculations [Table 2902.1]: -Water Closets: 1 required per 75 Male and Female. 5 interior occupants 42 patio occupants. 1 provided per 24 Male and 24 Female. -Lavatories: 1 required per 200 Male and Female. 1 per provided. -No drinking fountain required where beverage service is provided. -Service sink provided. 2 01/19/15