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HomeMy WebLinkAboutPLANS New Door 124 W Elkhorn Ave 2022-05-052-5 A3 4&5 A2 ESTES PARK DISTILLING COMPANY - PHASE II 124 W Elkhorn Ave., Estes Park, CO 80517 ©2022 Noon Management 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" (124 W Elkhorn) and the former "High Country Gifts" (128 W Elkhorn). The project entails... • the creation of an opening between the two building; • the creation of an opening between 124 and the yard south of 128 including an exterior mounted overhead door; and • The addition of decorative barrels to the north elevation of both buildings 124. The occupancy classification of the buildings remains as it is currently used, a combination of Groups M and B for 124 and Group M for 128. The extent of the remodel is small, scattered across the plan, and small enough to be considered an Alteration - Level 2 per the IEBC. A future phase of the project will improve restrooms for wheelchair accessibility, and add fire sprinklers as recommended by the Fire Marshal. 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. The Contractor shall be responsible for legally disposing of all removed items and materials not to be reused or returned to the Owner. 5. Contractor shall protect all adjacent improvements/properties from damage. Any disturbed areas shall be restored to a minimum of their original condition. 6. 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. 7. 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. 8. Contractor shall clean-up work premises each day and thoroughly clean at completion of work. 9. The Electrical Contractor shall safely remove and terminate all boxes, wiring, conduits, lighting, devices, etc. in advance of general demolition. 10. Do not scale drawings for dimensions. Dimensions are typically to face of masonry or concrete and face of framing member, unless otherwise noted. 11. Contractors are responsible for all materials and quantities shown in these drawings graphically as well as those called for by note. 12. Interior Finishes must conform to IBC Chapter 8 requirements for minimum "Class C" having max flame spread of 200 and max smoke development of 450. Wood finishes shall not include flammable stains or varnishes. All liquor products shall be sold in individual, small, closed containers. 13. Field verify all rough openings and wall widths prior to fabrication and/or ordering of materials. Pe r m i t S e t - 5 / 3 / 2 2 Documents and Resources are available on the project web site… http://www.intersticearch.com/epdistil/ Electronic Documents 12'-0"21'-0"± Create 8'-0" tall opening in exist CMU wall - re: details 1, 2 & 3/A2 Create 8'-0" tall opening in exist wood framed wall - re: details 1, 2 & 3/A2 5'-0"±12'-0" verify with door Create 8'-0" tall opening in exist CMU wall - re: detail 3/A2 sim 1 A2 3 A2 2 A2 6 A2 3 A2 sim 14'-9"±12'-6" verify with door 10 ' - 0 " Estes Park Distilling Bob & Tony's Pizza Former High Country Gifts Estes Park Distilling Bob & Tony's Pizza 124 W Elkhorn Former High Country Gifts 128 W Elkhorn Permit Information APPLICABLE CODES 2015 International Building Code 2015 International Fire Code 2015 International Existing Building Code 2020 National Electric Code 2009 ICC/ANSI A117.1 Accessible and Useable Buildings and Facilities A. OCCUPANCY CLASSIFICATION 1. Occupancy Groups and Separations Use Group Area Occupant Load a. 124 W Elkhorn - Bob & Tony's i. Retail M - Mercantile 2280 sf 38 ii. Restaurant B - Business 1570 sf 50 iii.Storage Accessory to B 300 sf 1 iv. 124 W Elkhorn Subtotals 4150 sf 89 b. 128 W Elkhorn - Former High Country Gifts i. Retail M - Mercantile 1788 sf 30 c. Totals 5938 sf 119 2. Special Requirements based on Occupancy a. Hazardous Materials (Section 414) All small closed containers B. CONSTRUCTION TYPE 1. Construction Type Type V-B 2. Assembly Requirements (IBC Tables 601 & 602) a. East and West Exterior Bearing Walls 2-hour b. Other Assemblies Non-rated 3. Interior Finishes (Chapter 8) Min Class C a. Max Flame Spread 200 b. Max Smoke Development 450 C. ALLOWABLE HEIGHT AND FLOOR AREA 1. Allowable Height (Table 504.3) 40' > 30'± anticipated future height 2. Allowable Num Stories (Table 504.4) 1 = actual 3. Allowable Floor Area (Table 506.2) a. Groups B & M 9,000 sf b. Frontage Increase None e. Total Allowable Area 9,000 sf per story > actual 5,938 sf D. FIRE PROTECTION SYSTEMS 1. Automatic Fire Sprinkler System Not Req'd, provide in next Phase 2. Standpipe System Not Required 3. Portable Fire Extinguishers Required / Provided 4. Fire Alarm, Detection and Monitoring Required / Provided E. EGRESS Exist complies - not changed by this project F. EXISTING BUILDING CODE 1. Classification “Alternation Level 2” 2. Work Area 50 sf in Phase II G. PLUMBING FIXTURE REQUIREMENTS No changes to plumbing this phase Install timber-framed chain-supported platform and barrels see elev 1/A3 and detail 7/A3 Install wood framed platforms and log kickers above - Barrels by Owner - Install by GC 7' - 4 " ± 7' - 4 " ± 10 ' - 0 " ± Verify platform width between exist signs Reduced extend of cabinetry - by Owner 1 A3 7 A3 6 A3 STRUCTURAL ENGINEER David Bangs Phone: (970) 308-8221 dbangs@trailridgece.com OWNER Todd Phillips 832 Georgia Avenue , Suite 300 Chattanooga, TN 37402 (423) 531-1330 todd.phillips@noonmanagementllc.com Don Darling 131 Stanley Ave, Suite 100 PO Box 2805 Estes Park, CO 80517 Office: (970) 586-1047 Cell: (970) 217-5817 don@darlingenterprise.com ARCHITECTGENERAL CONTRACTOR Joe Calvin PO Box 1555 Estes Park, CO 80517 Cell: (970) 420-8264 joe@intersticearch.com Full Throttle Distillery Existing Grease Intercepter below S 00°24'22" W 203.00' Property line to be eliminated N 00°36'25" W 225.00' N 8 5 ° 3 8 ' 2 1 " W 2 5 . 7 7 ' 25 . 0 0 ' N 7 2 ° 4 6 ' 5 6 " E 2 6 . 9 5 ' N 00°12'20" W 215.00' 25 . 0 0 ' 5'-0" S 00°24'22" W 203.00' N 00°36'25" W 225.00' N 8 5 ° 3 8 ' 2 1 " W 2 5 . 7 7 ' 25 . 0 0 ' N 7 2 ° 4 6 ' 5 6 " E 2 6 . 9 5 ' N 00°12'20" W 215.00' 25 . 0 0 ' VOI D 5/3/22 Sheet Number A1 Joseph E Calvin Date Sheet Title Title Sheet and Floor Plans May 3, 2022 of 3 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 I 12 4 & 1 2 8 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 ` Opening Sill1Scale: 1 1/2" = 1'-0" 0 3”6”1’-0”9”1’-3” Opening Jamb2Scale: 1 1/2" = 1'-0" 0 3”6”1’-0”9”1’-3” Opening Head3Scale: 1 1/2" = 1'-0" 0 3”6”1’-0”9”1’-3” 4x8 RS fir beams with copper or pre-finished aluminum flashing over top 4x4 x 8'-6" tall RS fir posts 4x4 x 2'-10" kicker with (2) SDWS22512DBB x 5½" recessed Simpson APA4 Simpson APA6 Simpson APT4 fasten with SD1011DBB screws - typ Simpson APB44 Trellis Plan4Scale: 1/4" = 1'-0"no r t h 0 1 2 4 6 8 Trellis 3D View5Not to Scale nort h Trellis Section6Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6” Trellis Post Detail7Not to Scale Trellis Post Detail8Not to Scale 0 6”1’-0”2’-0”1’-6”2’-6” 7 8 6 A2 3 A2 sim 12'-6" verify 10 ' - 0 " 4x4 RS fir post on Simpson APB44 post base on 10" dia x 4'-0" deep pier with (3) #4 vert and (3) #3 ties 10" dia x 4'-0" deep pier with (3) #4 vert and (3) #3 ties 10" dia x 4'-0" deep pier with (3) #4 vert and (3) #3 ties Simpson APA6 between beams fasten with SD1011DBB - typ Optional 2x8 joists at 16"oc Galv sheet metal plates to attach outside face of overhead door frame to inside face of timber beams Simpson APA6 angle beyond (both sides of beam) - fasten to beam with SD1011DBB screws and to CMU with Hex Head Titen 2 concrete screws 4"x6"x5/8" x 13'-4" steel angle - see dtl 2/A2 7" x ⅝" x 13'-4" steel plate - see dtl 2/A2 2x8 framed weather shield over overhead door wheels and springs 4x8 RS fir beams with copper or pre-finished aluminum flashing over top C10x25 x 13'-4" steel channel - see dtl 2/A2 copper or pre-finished aluminum flashing/cover over assembly Reglet Existing CMU wall 4x4 x 2'-10" kicker with (2) SDWS22512DBB x 5½" recessed 4x4 x 2'-10" kicker with (2) SDWS22512DBB x 5½" recessed 4x4 x 2'-10" kicker with (2) SDWS22512DBB x 5½" recessed Insulated overhead door - product by Owner - installation by GC - install new perimeter and bottom seals - install security hardware on Bob & Tony's side of door Install wood trim per Owner's direction at CMU jambs - not shown 4x4 x 8'-6" tall RS fir posts Optional 2x8 joists at 16"oc 2x8 boxed weather shield with metal cover and reglet to protect door hardware below - see sect 6/A2 4x4 x 8'-6" tall RS fir posts 4x4 x 8'-6" tall RS fir posts 4x8 RS fir beams with copper or pre-finished aluminum flashing over top 14'-0" 9' - 9 ½" b e a m Insulated overhead door - product by Owner - installation by GC - install new perimeter and bottom seals - install security hardware on Bob & Tony's side of door 4x8 RS fir beams above Patch concrete floor similar to detail 1/A2Patch concrete floor similar to detail 1/A2 Simpson APB44 post base Extend new concrete approx 3" outside of exterior face of CMU to receive bottom door seal - radius exposed edge approx ¾"Chamfer upper edge ¾" Approx grade - flagstone paving by Owner Approx exist foundation Galv sheet metal plates to attach outside face of overhead door frame to inside face of timber beams Simpson APA6 angle (both sides of beam) - fasten to beam with SD1011DBB screws and to CMU with Hex Head Titen 2 concrete screws 13'- 6 " m i n 4x8 RS fir beams with copper or pre-finished aluminum flashing over top Fold metal flashing down cleanly at ends of assembly In addition to solid grouting CMU cells adjacent to openings per detail 2/A2, also solid grout two block-heights of cells above the steel to facilitate attachment of trellis beams - punch into cell from exterior 8' - 0 " v e r i f y w i t h d o o r 8' - 6 " v e r i f y w i t h d o o r 8" 5/3/22 Sheet Number A2 Joseph E Calvin Date Sheet Title Opening Details May 3, 2022 of 3 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 I 12 4 & 1 2 8 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 ` East Barrel Shelf7Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6”West Barrel Shelf6Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6” 128 Elkhorn Existing Struct2Scale: 1/2" = 1'-0"north 1 North Elevation Scale: 1/4" = 1'-0" 0 1 2 4 6 8 128 Elkhorn Log Kickers3Scale: 1/2" = 1'-0"north 128 Elkhorn Platforms4Scale: 1/2" = 1'-0"north 128 Elkhorn Barrels5Scale: 1/2" = 1'-0"north 7 A3 6 A3 VO I D VO I D VO I D 5/3/22 Sheet Number A3 Joseph E Calvin Date Sheet Title North Elevation & Details May 3, 2022 of 3 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 I 12 4 & 1 2 8 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 `