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HomeMy WebLinkAboutPLANS Commercial Remodel 124 W Elkhorn Ave 2021-03-27ESTES PARK DISTILLING COMPANY - PHASE I 124 W Elkhorn Ave., Estes Park, CO 80517 ©2021 Noon Management Permit Information APPLICABLE CODES 2015 International Building Code 2015 International Mechanical Code 2015 International Fire Code 2015 International Plumbing Code 2015 International Existing Building Code 2020 National Electric Code 2009 ICC/ANSI A117.1 Accessible and Useable Buildings and Facilities A. OCCUPANCY CLASSIFICATION COMMENTARY 1. Occupancy Groups and Separations a. Previous Occupancy Group i. Restaurant Group A-2 - Assembly ii. Kitchens & Storage Accessory to Group A-2 b. New Occupancy Groups i. Retail Group M - Mercantile ← New Change of Use ii. Restaurant Group B - Business ← Reduced to Group B as area for iii. Kitchens & Storage Accessory to Group B restaurant will be < 2,500 sf c. Separations (Table 508.4) i. Between Group M and Group B None ← No separation required 2. Building Areas, Uses and Occupant Load Occupant Occupant Use Group Area Load Factor Load a. Retail Space M 2280 sf 60 38 b. North Kitchen B 189 sf 200 1 c. Dining Areas B i. Booth Seating (8) 5' long benches ÷ 18" 24 ii. Remaining Area 310 sf 15 21 d. South Kitchen B 255 sf 200 2 e. Storage B 300 sf 300 1 f.Office B 185 sf 100 2 g. Total Area and Occupant Load 4,150 sf 89 3. Special Requirements based on Occupancy a. Hazardous Materials (Section 414) All small closed containers ← Closed containers, limited stock See Table 307.1(1), footnote c B. CONSTRUCTION TYPE 1. Construction Type Type V-B 2. Assembly Requirements (IBC Tables 601 & 602) a. Primary Structural Frame Non-rated b. Exterior Bearing Walls i. East and West Walls (<5’) 2-hour ← Existing conditions not modified ii. Other Walls Non-rated by the proposed work c. Interior Bearing Walls Non-rated d. Exterior Nonbearing Walls Non-rated e. Interior Partitions Non-rated f. Floor Construction Non-rated g. Roof Construction Non-rated 3. Interior Finishes (Chapter 8) Max Flame Max Smoke Class Spread Development a. Corridor B 75 450 b All other spaces C 200 450 C. ALLOWABLE HEIGHT AND FLOOR AREA 1. Allowable Height (Table 504.3) 40' > 30'± anticipated Phase II silo height 2. Allowable Number of Stories (Table 504.4) a. Group B 2 > actual b. Group M 1 = actual 3. Allowable Floor Area (Table 506.2) a. Group B 9,000 sf b. Group M 9,000 sf c. Tabular Allowable Area 9,000 sf (least of the above) d. Frontage Increase None e. Total Allowable Area 9,000 sf per story > actual 4,150 sf D. FIRE PROTECTION SYSTEMS COMMENTARY 1. Automatic Fire Sprinkler System Not Required 2. Standpipe System Not Required 3. Portable Fire Extinguishers Required ← New/additional extinguishers are needed Refer to New Construction Floor Plan 4. Fire Alarm, Detection and Monitoring Required * ← * Not required per IBC Sections 907.2.2 nor 907.2.7 because occupant load < trigger levels - HOWEVER, Fire Marshal E. EGRESS requires in CD zoning district 1. Number of Exits Required 2 2. Egress Width OK 3. Exit Signs and Emergency Lighting Required F. EXISTING BUILDING CODE 1. Classification “Alternation Level 2” and “Change of Occupancy” 2. Work Area 600 sf in Phase I and 1,500 sf in future Phase II ← Less than half of floor area if not counting 3. Alteration Level 1 Requirements (IEBC Chapter 7) also apply to Level 2 upgrades to interior finishes a. No significant requirements or exceptions 4. Alteration Level 2 Requirements (IEBC Chapter 8) a. Sprinkler not required for Alteration Level 2 b. Fire Alarm required if required by Fire Marshal 5. Change of Occupancy Requirements (IEBC Chapter 10) a. Reduction in hazard going from Group A-2 to Groups B and M G. PLUMBING FIXTURE REQUIREMENTS (Chapter 29) 1. Occupant Load Each Gender a. Group B Restaurant 26 ← Accessible restrooms will be provided b. Group M Mercantile 19 in Phase II 2. Men’s Restroom Req'd Phase I Phase II a. Toilets 2 2 2 b. Urinals 0 0 0 c. Lavatories 2 2 2 3. Women’s Restroom a. Toilets 2 2 2 b. Lavatories 2 2 2 4. Other Fixtures a. Drinking Fountains Not required - restaurant serves water b. Service Sinks 1 2 2 5. Gender-separated facilitates Required 6. Unisex Restroom Not required for Groups B and M H. ACCESSIBILITY 1. Ramp between levels to be upgraded in Phase I 2. Point-of-Sale casework and bars to be wheelchair accessible in Phase I 3. Accessible Restrooms to be provided in Phase II K. ENERGY CONSERVATION 1. COMcheck Envelope certificate required due to north end Phase II remodel 2. COMcheck Electrical required due to significant changes in lighting for Phase II 3. COMcheck Mechanical - not required, but recommended for Phase II Demolition Plan Scale: 1/8" = 1'-0"no r t h 0 2 4 8 12 16 New Construction Floor Plan Scale: 1/8" = 1'-0"no r t h 0 2 4 8 12 16 Vicinity Map Estes Park, Colorado Not to Scale north Project Site 124 W Elkhorn Project Narrative Proposed remodeling of the existing "Bob & Tony's Pizza" 4,150 sf restaurant. The north portion of the existing kitchen and dining area is being replaced with retail (becoming Group M) and the remaining dining area to the south is reduced in area (becoming Group B). These uses do not require separation. All manufacturing and open-container handling of liquor products is conducted off- site. All liquor products are to be sold in individual, small, closed containers. The extent of the remodel is small, scattered across the plan, but small enough to be considered an Alteration - Level 2 per the IEBC. This project does not require a fire sprinkler system, but the Fire Marshal does require a new fire alarm and detection system - submit shop drawings for Architect and Fire Marshal approval. For handicap accessibility, the existing ramp between the upper and lower floor levels is to be replaced as illustrated. The change in floor elevation is approximately 16". This is Phase I of the remodeling project. Phase II is to commence in Fall 2021. Phase II will include among other changes the replacement of existing restrooms with new handicap accessible restrooms. Phase I construction does not affect the building envelope, so IECC envelope compliance is not required at this time. Phase II will involve the envelope, including the replacement of the northern storefront and entrance, which will require IECC envelope certification. Phase II will also entail enough electrical changes to require IECC lighting certification. Details of plumbing, mechanical and electrical are to be accomplished as Design- Build by qualified sub-contractors in those disciplines. Phase II will include MEP Engineered drawings. Remove north end of Kitchen at highlighted area including all equipment, lighting, power, gas lines, walls, ceilings and flooring Remove 3-compartment sink and retain for future Phase II use Remove cookline equipment north of pizza oven including smaller exhaust hood and gas service - close hood opening to roof above Maintain pizza oven and exhaust hood above Relocate fountain drink dispenser and rack below to new location illustrated above Retain point-of-sale and any other equipment as directed by Owner Maintain restrooms in Phase I (to be removed in Phase II)Remaining kitchen to be limited to pizza preparation only Completely remove masonry fireplace Remove metal chimney at roof and patch roof construction and roofing Remove east wall shelving, sconces and decor Completely remove railings taking care to maintain full-height timber post Patch roof construction and roofing where masonry fireplace and metal chimney were removed New 34"aff wheelchair accessible countertop New or reinstall existing point-of-sale equipment New post (not structural) Reinstall fire extinguisher here Reinstall hand sink here coordinate relocation of plumbing New 30" aff counter - reinstall exist fountain drink dispenser with bag-in-box rack within cabinetry below - recommended dimensions shown 7' - 6 " 2'-6" Remove platform to prepare for expanding steps to the east 4'-8"Remove metal mansard, decorative elements and members that are clearly not structural Remove metal mansard and decorative elements Maintain booth seating and lighting 27'-0" 16'-0" verify for 1:12 slope 5'-0"min 12'-0" 6' - 0 " Major display casework - approx dims New wall-mounted hand rail New handrail into concrete slab 1'-0" 1'-6" New step - continuation of existing to east wall 4' - 4 " 6' - 0 " o c New 1:12 ramp with steel handrails per detail Reinstall existing ice machine 9'-0" 4' - 6 " 2' - 6 " 1' - 0 " 7'-0" 2'-0"5'-0" 8' - 0 " New points of sale for retail area - max 34" aff Display units by Owner Display units by Owner Maintain grease intercepter Maintain glazing and sliding doors for Phase I (to be replaced in future Phase II) Maintain air curtains Maintain exit door Maintain skylights Remove suspended ceiling in Dining Room to expose timber structure above Remove wagon wheel light fixtures Remove all carpeting and prepare for new floor finish Remove pendent light fixtures Remove existing ramp to extent necessary for new ramp construction New Retail Area Pizza Kitchen Restrooms Restrooms Dining Room New Retail Area Work Room Exist Cooler Hall OfficeLaundry New fire extinguisherNew wall-mounted hand rail New fire extinguisher in glass-door cabinet at 48" aff with approved sign New Retail Area New Retail Area General Notes 1. Provide temporary building and site barricades where and when necessary. 2. Provide temporary enclosure for security and weather resistance. 3. Asbestos abatement procedure shall be fully completed and signed off before any work may proceed by GC. 4. There are areas (noted on the Demolition Plan) that require the inspection, verification and supervision of the Structural Engineer before extensive demolition. Contact the Engineer per the contact information provided on this drawing. Prepare for the Engineer's visit by removing all surrounding finishes and decorative items that are clearly not structural. 5. The Contractor shall be responsible for legally disposing of all removed items and materials not to be reused or returned to the Owner. 6. Contractor shall protect all adjacent improvements/properties from damage. Any disturbed areas shall be restored to a minimum of their original condition. 7. Free-standing furniture to be removed by Owner prior to demolition. 8. Conditions depicted on these drawings have been compiled from available information and must be verified with on-site conditions. Notify Architect of any discrepancies between these drawings and the actual conditions. Beginning of work by Contractors indicates acceptance of all readily visible existing conditions. 9. Coordinate all utility shut-off, security, and temporary weather protection with the Owner. Maintain access to non-work areas. Provide tenting, barricades, etc. to protect surrounding conditions to remain from construction activity. 10. Contractor shall clean-up work premises each day and thoroughly clean at completion of work. 11. The Electrical Contractor shall safely remove and terminate all electrical boxes, wiring, conduits, lighting, devices, etc. in advance of general demolition. The Plumbing Contractor shall safely remove and terminate gas services to areas requiring general demolition. 12. All work shall comply with governing codes for construction and universal accessibility including the 2015 IBC, 2009 ICC/ANSI A117.1 Accessibility Guidelines, and the Americans with Disabilities Act (ADA). 13. Do not scale drawings for dimensions. Dimensions are typically to face of masonry or concrete and face of framing member, unless otherwise noted. 14. Contractors are responsible for all materials and quantities shown in these drawings graphically as well as those called for by note. 15. Interior Finishes must conform to IBC Chapter 8 requirements for minimum "Class B" having maximum flame spread of 75 and maximum smoke development of 450. Wood finishes shall not include flammable stains or varnishes. All liquor products shall be sold in individual, small, closed containers. 16. All interior walls to be framed to structure above except where otherwise noted. 17. Field verify all rough openings and wall widths prior to fabrication and/or ordering of materials. 18. Provide accessibility complying with the Americans With Disabilities Act "ADA", ICC/ANSI A117.1, International Building Code Chapter 11, and all local accessibility codes. 19. Portable fire extinguishers in semi-recessed and surfaced-mounted cabinets shall be provided and installed in accordance with the current International Fire Code and Fire Code Standard number 10-1. All portable fire extinguishers shall be 10 lb multi-purpose ABC type, manufactured by JL Industries or approved substitute. See New Construction Floor Plan for new locations. Fire extinguishers are to have appropriate signage. Fire Marshal to verify the locations of all fire extinguishers. Extinguishers shall be inspected and tagged by a qualified service company. Cabinets shall be installed so that handles are at 48" aff. 20. Provide min 2x8 blocking in framed walls for countertops, cabinetry, fixtures, shelving brackets, accessories, and door stops. Alternately 8" galvanized steel 24 ga plates and/or strapping may be used. 21. Provide sound batt insulation at all bedrooms, restrooms, offices, conference rooms, mechanical room walls -- typical. Install thermal batt insulation at all furring locations shown at exterior walls on plan. 22. Provide shop drawing and submittals to the Architect for review and approval for steel railings, insulation, finish carpentry and woodwork, lighting fixtures, and the new fire alarm system. Re v i s i o n 2 S e t - 3 / 1 1 / 2 1 Structural Engineer David Bangs (970) 308-8221 dbangs@trailridgece.com Owner Todd Phillips Noon Management 832 Georgia Avenue , Suite 300 Chattanooga, TN 37402 (423) 531-1330 todd.phillips@noonmanagementllc.com Steel Railing Detail1Not to Scale nor t h 1. Steel railings are to be fabricated from 1¼" or 1½" ϕ schedule-40 steel pipe. Radius all corners. Cap ends of pipe where they return to walls. Fully weld all joints and grind smooth. Powder coat finish. 2 The top of all railings are to be at 36" above level and ramped surfaces and 36" on-slope above stair nosings. 3. At the top riser of stairs and at the top and bottom ends of ramps, railings are to extend level for 12" and cleanly returned to the wall or floor. At the bottom riser of stairs, railings are to extend on-slope for the additional length of one stair tread and cleanly returned to the wall or floor. 4. Core drill and extend pipe railings at least 4" into surrounding slab and grout. Alternately, pipe sleeving may be accepted as detailed on approved shop drawings. 5. Submit fully dimensioned shop drawings for Architect's approval prior to fabrication. New emergency lighting New emergency lighting New emergency lighting New emergency lightingNew fire alarm control panel Remove all faux brick as possible Additional free-standing display units by Owner - not shown Sign changes under separate permit Property Line 1 Documents and Resources are available on the project web site… http://www.intersticearch.com/epdistil/ Electronic Documents Occupant Load Calculation Plan2Scale: 1" = 20'-0"no r t h Use:Retail Area: 2280 sf OLF: 60 sf/person Load: 38 people Use:Dining Booth: 8 at 5' lf ÷ 18" = 24 Area: 310 sf remaining OLF: 15 sf/person Load: 45 people Use:Work Room Area: 255 sf OLF: 200 sf/person Load: 2 people Use:Storage Area: 180 sf OLF: 300 sf/person Load:1 people Use:Office Area: 185 sf OLF: 100 sf/prsn Load: 2 people Use:Kitchen Area: 189 sf OLF: 200 sf/person Load: 1 person Retail 38 North Kitchen 1 Dining 45 South Kitchen 2 Storage 1 Offices 2 Total 891 1 1 EM1EMX1 EM X2 X2 EM EM EM X1 EM1 1 1 1 1 March 2, 20211 March 11, 20212 2 2 2 2 Consult with Structural Engineer to restore support for this beam 2 2 2 2 2 2 2 3/17/21 Sheet Number A1 Joseph E Calvin Date Sheet Title Demolition and New Construction February 4, 2021 of 1 ES T E S P A R K D I S T I L L I N G CO M P A N Y - P H A S E I 12 4 W E l k h o r n A v e . Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 1 0 1 – E S T E S P A R K D I S T I L L I N G C O M P A N Y - P H A S E I F i l e : " 2 1 0 1 P h a s e I C D " M o d i fi e d : W e d , M a r 1 7 , 2 1 P r i n t : W e d , M a r 1 7 , 2 1 D r a w n b y : X X X C h e c k e d b y : J E C