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HomeMy WebLinkAboutB15-0208_A003_1479324480.pdfW W CR CR D CD NORLAKE NBCF44/24-4 24 48 G G D R G G DCC H 1/3 1/3 1/3 1/3 1/3 1/3 DC 1/3 1/3 1/3 1/3 1/3 1/3 J DCWHW D CW HW CW DCWHWJ J HWCW CW FD FD FD FS FS FSU J J J FS CW U FS FS CW CW C C D 24 36 D HW CW FSH C HW CW FS D CW HW 18 30 HWCW HW 14 72 24 36 24 48 24 48 1830 18 42 J CHEM D H C B S FS 101 DINING SOUTH 114 SOUTH PATIO 115 NORTH PATIO 102 TOWER 103 TOWER DINING 105 BAR 106 STAIR A 104 DINING NORTH 107 NORTH SERVICE 108 DINING NORTH EAST ? ? 110 EXIT HALL 111 MEN 112 WOMEN 113 STAIR B 30 SF/15 = 2 OCCUPANTS 170 SF/15 = 11.3 OCCUPANTS 90 SF/15 = 6 OCCUPANTS PLUS 14'-8" LF/2 BENCH = 7.4 OCCUPANTS 210 SF/15 = 14 OCCUPANTS 110 SF/15 = 7.3 OCCUPANTS 71 SF/200 = 1 OCCUPANTS 140 SF/15 = 9.3 OCCUPANTS PLUS 18 LF/2 = 9 OCCUPANTS 122 SF/15 = 8.1 OCCUPANTS PLUS 26 LF/2 = 13 OCCUPANTS 84 SF/15 = 5.6 OCCUPANTS 181 SF/15 = 12 OCCUPANTS PLUS 10' LF/2 BENCH = 5 OCCUPANTS EXISTING SECOND EXIT 49 OCCUPANTS REQ'D STAIR 49X.3 = 14.7" PROPOSED STAIR 44" ACCESS 49X.2 = 9.5" PROPOSED ACCESS = 34" RESTAURANT DINING LEVEL TOTAL AREA 1620 SF TOTAL INTERIOR 98 OCCUPANTS TOTAL PATIO 13 OCCUPANTS BASEMENT KITCHEN LEVEL TOTAL AREA 1140 SF/200 = 6 TOTAL OCCUPANTS MAIN ENTRY/EXIT 49 OCCUPANTS ACCESS 49X.2 = 9.5" PROPOSED ACCESS = 34" 1' to PL BRIDGE STREET 25' ROW GORE CREEK DRIVE 40' ROW EXISTING EXTERIOR WALL TO REMAIN BASEMENT KITCHEN LEVEL TOTAL AREA 1140 SF/200 = 6 TOTAL OCCUPANTS STAIR A 3 OCCUPANTS STAIR 3X.3 = .9" PROPOSED STAIR = 36" STAIR B 3 OCCUPANTS STAIR 3X.3 = .9" PROPOSED STAIR = 36" PROJECT NUMBER: PROJECT DATE: SHEET TITLE: SHEET NUMBER: A003 143100 COMMISSARY August 22, 2016 CODE ANALYSIS 232 BRIDGE STREET, VAIL, CO 81657 1/8" = 1'-0" 1 CODE PLAN LEVEL 01 1/8" = 1'-0" 2 CODE PLAN LEVEL 0 BASEMENT N N 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 Chapter 5-7 Per stamped Fire Protection Engineer letter dated 06.09.2015 by BCER group • 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 The Grosuch Clock Tower Building in Vail is an existing building with a clock tower. The building has a basement, first and second floor retail spaces, levels three through five include small offices (about 270 SF per level) in the clock tower. The 505 sf Proposed addition to Bridge street facade. ACTUAL BUILDING AREAS Basement Level: Occupancy M, A2 Net Area 7500 sf Street Level: Occupancy M, A2 Net Area 7537 sf PLUS 505 sf addition 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/mezzanine Office Space: Occupancy B Net Area 420 sf Total Net [per Area Building definition]: 24542 sf BUILDING CLASSIFICATION per Section 302 Section 303.3 MERCANTILE with existing allowance for non separated uses 508.3 [per the building official based on existing building code provision] A-2, B and S1 Proposed scope of work Assembly Group A-2 Food Service Chapter 5-7 Per stamped Fire Protection Engineer letter dated 06.09.2015 by BCER group Type VA - NON SEPERATED A2, M AND B MEANS OF EGRESS Refer to adjacent code plan ZONING CC1 No proposed exterior modifications. Current patio revocable permit lease to be resigned by tenant Proposed Tenant Finish Building Area/Occupant load: 1620 SF NET FIRST FLOOR A-2 1140 SF NET BASEMENT FLOOR A-2 104 TOTAL OCCUPANTS PLUS 13 OUTSIDE PATIO Plumbing fixture calculations [Table 2902.1]: -Water Closets: 1 required per 75 Male and Female. 104 interior occupants 13 patio occupants. 1 provided per 59 Male and 59 Female. -Lavatories: 1 required per 200 Male and Female. 1 per provided. -No drinking fountain required where beverage service is provided. -Service sink provided. 20 FT FSD 12.5 FT FSD NON RATED SMOKE SEPARATION BETWEEN A AND M EXISTING M RETAIL SHADED AREA IS PROPOSED ADDITION REVISION DATE 5 DD PRICING 02.04.15 6 FOR CONSTRUCTION 06.16.15 17 PR NO 2 09.02.16 11/16/16