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PLANS R2 Tenant Finish 124 W Elkhorn Ave 2021-03-27
Page 1 of 1 Date: 2/17/21 Jurisdiction: Estes Park Project: Estes Park Distilling Site Address: 124 West Elkhorn Avenue Permit#: 21-EP-00043 Contact Person: Don Darling Contact Phone: (970) 217-5871 Contact Email: don@darlingenterprise.com Construction Type: VB Occupancy Classification: M/B? Please respond in writing to each comment by marking the attached list or creating a response letter. Indicate which plan she et, detail, specification, or calculation shows the requested information. Cloud and delta and list all revisions. Responses such as “will comply with code” are not adequate. Revised drawings must clearly show code compliance. A RESPONSE IN WRITING MUST BE INCLUDED WITH THE REVISED PLAN SUBMITTAL. Submittals received without the written response will be returned. Any additional changes to the plans not specific to addressing the comments shall also be identified in a written response. Email your submittal to safebuiltcoloradoplanreview@safebuilt.com and copy me or your plans will not be placed in the queue. Include the permit number in the subject line. Submit one collated set of drawing, not individual files of each discipline. Submit supporting documentation, e.g. calculations, soils reports, energy compliance reports, as individual files. BUILDING DEPARTMENT COMMENTS: All code references are for the 2015 IBC U.N.O. Further comments may be forthcoming upon receipt and review of the request ed documents and information. Please refer to the top of this page for information and instructions for resubmitting plans. In order to avoid delays please check all requested information is included with the resubmitted plans. Contact Person: Wayne Hellwig SAFEbuilt Colorado 11409 Business Park Circle, Suite: 320 Firestone, CO 80504 303.774.1388 x 111 whellwig@safebuilt.com 124 W Elkhorn - Phase I - Permit Drawing - 2-4-21 (1).pdf Markup Summary Page Label: 1 Color: Provide a plan clearly identifying the areas assigned for each use. The tasting room appears to be calculated as retail. The tasting room and the tasting bar areas would need to be calculated at 1/5 per Table 1005.4. Booths shall be calculated by seat length. 1004.6 1 (5) Page Label: 1 Color: Provide accessible restrooms in phase I. IEBC 305.6 & 305.7 Page Label: 1 Color: Locate on drawings all required exit signs and emergency lighting at exterior landings. 1013 & 1008.3.2 Page Label: 1 Color: 2020 NEC Page Label: 1 Color: Section 304.1 does not apply. This is not a food processing establishment or commercial kitchen not associated with with a restaurant or similar dining facilities. Evaluate occpancy classification on 303.1.2/303.3 once an accurate occupancy is determined. i. Restaurant Group A-2 - Assembly ← A-2 because area is in excess ofii. Kitchens & Storage Accessory to Group A3 2,500 sf (IBC 304.1)b. New Occupancy Groupsi. Retail Group M - Mercantile ← New Change of Useii. Restaurant Group B - Business ← Reduced to Group B as area foriii. Kitchens & Storage Accessory to Group B restaurant will be < 2,500 sfc. Separations (Table 508.4)i. Between Group M and Group B None ← No separation required 2. Building Areas, Uses and Occupant Load Occupant OccupantUse Area Load Factor Loada. Retail Space 1600 sf 60 27b Dining Areas 650 sf 15 43c. Kitchens 800 sf 200 4d.Storage 300 sf 300 1e. Total Area and Occupant Load 4,150 sf 75 3. Special Requirements based on Occupancya. Hazardous Materials (Section 414) All small closed containers ← Closed containers, limited stockSee Table 307.1(1), footnote cB. CONSTRUCTION TYPE1. Construction Type Type V-B2. Assembly Requirements (IBC Tables 601 & 602)a. Primary Structural Frame Non-ratedb. Exterior Bearing Wallsi. East and West Walls (<5’) 2-hour ← Existing conditions not modifiedii. Other Walls Non-rated by the proposed workc. Interior Bearing Walls Non-ratedd. Exterior Nonbearing Walls Non-ratede. Interior Partitions Non-ratedf. Floor Construction Non-ratedg. Roof Construction Non-rated3. Interior Finishes (Chapter 8) Max Flame Max SmokeClass Spread Developmenta. Corridor B 75 450b All other spaces C 200 450 C. ALLOWABLE HEIGHT AND FLOOR AREA1. Allowable Height (Table 504.3) 40' > 30'± anticipated Phase II silo height2. Allowable Number of Stories (Table 504.4)a. Group B 2 > actualb. Group M 1 = actual3. Allowable Floor Area (Table 506.2)a. Group B 9,000 sfb. Group M 9,000 sfc. Tabular Allowable Area 9,000 sf (least of the above)d. Frontage Increase Nonee. Total Allowable Area 9,000 sf per story > actual 4,150 sf E. EGRESS1. Number of Exits Req 2. Egress Width 3. Exit Signs and Emer F. EXISTING BUILDING CO 1. Classification 2. Work Area 3. Alteration Level 1 Re a. No significant re 4. Alteration Level 2 Re a. Sprinkler not re b. Fire Alarm requ 5. Change of Occupanc a. Reduction in ha G. PLUMBING FIXTURE RE 1. Occupant Loada. Group B Restau b. Group M Merca 2. Men’s Restroom a. Toilets b. Urinals c. Lavatories 3. Women’s Restrooma. Toilets b. Lavatories 4. Other Fixturesa. Drinking Founta b. Service Sinks 5. Gender-separated fa 6. Unisex Restroom H. ACCESSIBILITY1. Ramp between level 2. Point-of-Sale casewo 3. Accessible Restroom K. ENERGY CONSERVATIO 1. COMcheck Envelope 2. COMcheck Electrica 3. COMcheck Mechani Provide a plan clearly identifying the areas assigned for each use. The tasting room appears to be calculated as retail. The tasting room and the tasting bar areas would need to be calculated at 1/5 per Table 1005.4. Booths shall be calculated by seat length. 1004.6 ted stock ootnote c modified k G. PLUMBING FIXTURE REQUIREMENTS (Chapter 29)1. Occupant Load Each Gendera. Group B Restaurant 25 ← Numbers based on Phase II whenb. Group M Mercantile 15 restrooms will be rebuilt. Phase I adds2. Men’s Restroom 1 hand sink to the total number of fixtures.a. Toilets 1 Phase II will eliminate two lavatories, forb. Urinals 1 a total difference of -1 fixture.c. Lavatories 13. Women’s Restrooma. Toilets 2b. Lavatories 14. Other Fixturesa. Drinking Fountains Not required - restaurant serves waterb. Service Sinks 15. Gender-separated facilitates Required6. Unisex Restroom Not required for Groups B and M H. ACCESSIBILITY1. Ramp between levels to be upgraded in Phase I2. Point-of-Sale casework and bars to be wheelchair accessible in Phase I3. Accessible Restrooms to be provided in Phase II K. ENERGY CONSERVATION1. COMcheck Envelope certificate required due to north end Phase II remodel2. COMcheck Electrical required due to significant changes in lighting for Phase II3. COMcheck Mechanical - not required, but recommended for Phase II Patch roof construction and roofingwhere masonry fireplace and metalchimney were removed New wall-mountedhand railNew step - continuationof existing to east wall s andr retail" aff Provide accessible restrooms in phase I. IEBC 305.6 & 305.7 DISTILLING COMPAN 124 W s in excess of 1) eB as area for < 2,500 sf red limited stock 1), footnote c not modified D. FIRE PROTECTION SYSTEMS COMMENTARY1. Automatic Fire Sprinkler System Not Required2. Standpipe System Not Required3. Portable Fire Extinguishers Required ← New/additional extinguishers are neededRefer to New Construction Floor Plan4. Fire Alarm, Detection and Monitoring Required * ← * Not required per IBC Sections 907.2.2 nor907.2.7 because occupant load < triggerlevels - HOWEVER, Fire Marshalrequires in CD zoning districtE. EGRESS1. Number of Exits Required 22. Egress Width OK3. Exit Signs and Emergency Lighting Required F. EXISTING BUILDING CODE1. 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 counting3. Alteration Level 1 Requirements (IEBC Chapter 7) also apply to Level 2 upgrades to interior finishesa. No significant requirements or exceptions4. Alteration Level 2 Requirements (IEBC Chapter 8)a. Sprinkler not required for Alteration Level 2b. Fire Alarm required if required by Fire Marshal5. 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 Gendera. Group B Restaurant 25 ← Numbers based on Phase II whenb. Group M Mercantile 15 restrooms will be rebuilt. Phase I adds2. Men’s Restroom 1 hand sink to the total number of fixtures.a. Toilets 1 Phase II will eliminate two lavatories, forb. Urinals 1 a total difference of -1 fixture.c. Lavatories 13. Women’s Restrooma. Toilets 2 No 8 Ch todd.phillip Locate on drawings all required exit signs and emergency lighting at exterior landings. 1013 & 1008.3.2 TES PARK DIS ormation g Code 2015 International Mechanical Codede 2015 International Plumbing Code Building Code 2017 National Electric Codecessible and Useable Buildings and Facilities CATION COMMENTARYnd Separationsancy Group Group A-2 - Assembly← A-2 because area is in excess ofStorage Accessory to Group A3 2,500 sf (IBC 304.1) Groups Group M - Mercantile← New Change of UseGroup B - Business← Reduced to Group B as area for Storage Accessory to Group B restaurant will be < 2,500 sfble 508.4)roup M and Group B None← No separation required D. E. F. 2020 NEC National Electric Codeildings and Facilities COMMENTARY - Assembly← A-2 because area is in excess ofto Group A3 2,500 sf (IBC 304.1) Mercantile← New Change of UseBusiness← Reduced to Group B as area forto Group B restaurant will be < 2,500 sf None← No separation required Occupant OccupantArea Load Factor Load600 sf 60 27650 sf 15 43800 sf 200 4300 sf 300 1150 sf 75 All small closed containers← Closed containers, limited stockSee Table 307.1(1), footnote c Type V-B02)Non-rated 3. Portable Fire Extinguishers 4. Fire Alarm, Detection and Mo E. EGRESS1. Number of Exits Required 2. Egress Width 3. Exit Signs and Emergency L F. EXISTING BUILDING CODE1. Classification “Alte 2. Work Area 600 3. Alteration Level 1 Requireme a. No significant requirem 4. Alteration Level 2 Requireme a. Sprinkler not required fo b. Fire Alarm required if re 5. Change of Occupancy Requ a. Reduction in hazard go G. PLUMBING FIXTURE REQUIRE 1. Occupant Loada. Group B Restaurant b. Group M Mercantile 2. Men’s Restroom a. Toilets b. Urinals c. Lavatories Section 304.1 does not apply. This is not a food processing establishment or commercial kitchen not associated with with a restaurant or similar dining facilities. Evaluate occpancy classification on 303.1.2/303.3 once an accurate occupancy is determined. ESTES PARK DISTILLING COMPANY - PHASE I 124 W Elkhorn Ave., Estes Park, CO 80517 © 2021 Estes Park Distillery Company 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 2017 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 ← A-2 because area is in excess of ii. Kitchens & Storage Accessory to Group A3 2,500 sf (IBC 304.1) 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 Area Load Factor Load a. Retail Space 1600 sf 60 27 b Dining Areas 650 sf 15 43 c. Kitchens 800 sf 200 4 d.Storage 300 sf 300 1 e. Total Area and Occupant Load 4,150 sf 75 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 requires in CD zoning district E. EGRESS 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 25 ← Numbers based on Phase II when b. Group M Mercantile 15 restrooms will be rebuilt. Phase I adds 2. Men’s Restroom 1 hand sink to the total number of fixtures. a. Toilets 1 Phase II will eliminate two lavatories, for b. Urinals 1 a total difference of -1 fixture. c. Lavatories 1 3. Women’s Restroom a. Toilets 2 b. Lavatories 1 4. Other Fixtures a. Drinking Fountains Not required - restaurant serves water b. Service Sinks 1 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. Documents and Resources are available on the project web site… http://www.intersticearch.com/epdistil/ Electronic Documents 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" STRUCTURAL ENGINEER to verify this point is not load-bearing prior to demolition - Engineer to visit site with Architect STRUCTUAL ENGINEER to examine this portion of roof once decorative elements are removed to determine if posts can be reconfigured 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 Remove north end of shelving Remove non-load-bearing block wall and doorway - recommended dimension shown Maintain booth seating and lighting 27'-0" 16'-0" verify for 1:12 slope 5'-4" 5' - 8 " 3' - 0 " 1' - 0 " 2'-0" Reinstall exist 3-compartment sink - coordinate plumbing New sandwich prep cold table New hand sink - coordinate plumbingNew 34" aff countertop dimensions recommended 5'-0"min 12'-0" 6' - 0 " Major display casework - approx dims 8' - 0 " 15'-0" 2' - 0 " 4'-0" New tasting bar max 34" affNew 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"16'-0"9'-0"3'-0" 2'-0"5'-0" 8' - 0 " New tasting bars and 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 Tasting Room Deli Kitchen Work Room Exist Cooler Hall OfficeLaundry New fire extinguisher New 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. Pe r m i t D r a w i n g - 2 / 4 / 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 2/4/21 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 : T h u , F e b 4 , 2 1 P r i n t : T h u , F e b 4 , 2 1 D r a w n b y : X X X C h e c k e d b y : J E C