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HomeMy WebLinkAboutA001.pdfBUILDING FIRE RESISTANCE Table 508.4: R to M [existing use] 1 Hour R to B [new use] also 1 hour. Existing demising walls and ceiling are one hour] Table 601: Primary structural frame 0 hour Bearing walls Exterior 0 hour Bearing walls Interior 0 hour Non Bearling Exterior Walls 0 hour Non bearing walls and partitions Interior 0 hour Floor construction and associated secondary members 0 hour Roof construction and associated secondary members 0 hour [per exception c. at heavy timber framing is allowed] 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 adjacent code plan ZONING CC1 No proposed exterior modifications. Proposed Tenant Finish Building Area/Occupant load: 1343 SF NET FIRST FLOOR - 44 TOTAL OCCUPANTS Plumbing fixture calculations [Table 2902.1]: -Water Closets: 1 required per 75 Male and Female [1 required and 1 provided] -Lavatories: 1 required per 200 Male and Female. 1 per provided. -No drinking fountain required where beverage service is provided. -Service sink provided. CODE SUMMARY 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 ACTUAL BUILDING AREAS Basement Level: Occupancy M, 3432 sf Level 1: Occupancy M, A2 Net Area 3432 sf Level 2: Occupancy M, B Net Area 3432 sf Level 3: Occupancy R 3432 sf Level 4: Occupancy R 3432 sf Level 5: Occupancy R 2893 sf Total Net [per Area Building definition]: 20052 sf BUILDING CLASSIFICATION per Section 302 Section 303.3 M at ground level with existing R-2 use in 4 stories above Automatic Fire Sprinklers per Section 903.2 Proposed scope of work Assembly Group B 1343 SF [Food and beverage service less than 50 occupants] BUILDING HEIGHT Section 504 Type IIIB - Table 503 Allowable building height is 55' - 4 Stories Existing building height is 49' - 5 Stories 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 R-2 is 55’ 1 story increase due to sprinklers = 5 stories allowable. ALLOWABLE AREA per Table 503 R-2 - 16000 sf allowed existing is 20052 sf 506.3 Automatic Sprinkler Increaseis x2 32000 sf allowed CONSTRUCTION TYPE per Section 503 Type IIIB - Fully Sprinklered HANSON RANCH ROAD BRIDGE STREET 101 ENTRY 102 LINE 103 POS 106 DINING 104 COFFEE 105 BAR 109 WOMEN 110 MEN 108 PREP 111 DISHWASH 107 DRY STORAGE DEMOLITION PLANS ARE PROVIDED FOR CLARIFICATION. ADDITIONAL DEMOLITION MAY BE REQUIRED AS A RESULT OF THE CONTRACTOR'S CHOICE OF MEANS AND METHODS FOR NEW CONSTRUCTION. REFER TO THE PROPOSED PLANS FOR EXTENT OF NEW CONSTRUCTION. DEMO NOTES: REMOVE ALL DASHED WALLS [MECH ROOM WALLS & DOOR AND CHANGING ROOM] REMOVE ALL EXISTING LIGHTING REMOVE ALL EXISTING GYPSUM BOARD CEILING REMOVE ALL EXISTING DRYWALL COLUMN WRAPS REMOVE ALL EXISTING TILE FLOORING PROJECT NUMBER: PROJECT DATE: SHEET TITLE: SHEET NUMBER: © COPYRIGHT 2014 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF: SEMPLE BROWN DESIGN, P.C. A001 152300 CRESPELLE 04.01.2015 CODE ANALYSIS & DEMO PLAN 278 HANSON RANCH ROAD, VAIL CO 81657 1" = 20'-0" 1 ARCHITECTURAL SITE PLAN 1/4" = 1'-0" 2 CODE PLAN- LEVEL 01 1/4" = 1'-0" 3 DEMO PLAN- LEVEL 01 FOH 580 SF 40 MAX OCC. BOH 610 SF 4 OCC. EXISTING 1 HOUR WALLS TO REMAIN OR BE REPLACED REVISION DATE 1 FOR CONSTRUCTION 06.05.15 2012 International Fire Code w/local amendments. More information needed regarding cooking appliances. Hood system requirements? Clarify. 10/05/15