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PLANS Remodel 231 Moraine Ave 2021-05-05
G G Pe r m i t S e t - 4 / 3 0 / 2 1 ESTES PARK DISTILLING COMPANY 231 Moraine Ave. Estes Park, CO 80517 Vicinity Map Estes Park, Colorado Not to Scale north Project Site 231 Moraine Project Narrative The remodel of the existing building at 231 Moraine Ave. The existing building is 4000 sf on the main level and 1200 on the upper level. The east portions of the building are remaining as their previous retail and residential uses. The west end of the building is to be extensively remodeled to become an alcohol Mixing Room. Pre-manufactured alcohol is to be stored, blended, flavored and bottled in this room. This is an open liquid processing system. The containers are permanent, single-wall, stainless steel vessels supported on steel racks. The alcohol is not distilled at this location and is not subjected to heating, cooling or pressurization. The new Mixing Room is to be separated from the rest of the building by a new 2- hour fire barrier constructed from top of slab to bottom of roof deck. The existing west-end windows are to be replaced with glass block due to proximity to the west property line. The mixing room will have new high-volume ventilation. A new curbed floor system will provide spill containment. All electrical and lighting in the room will be explosion proof. An emergency eye wash will be installed within the room. New fire sprinkler and fire alarm systems are to be installed throughout the entire building. The existing floor structure below the residential unit is to be upgraded to become a 1-hour fire barrier included it's structural supports and the wall enclosing the exiting stairway. Remodeling of the east portion of the building will provide new handicap accessible multi-user restrooms. Additional insulation is added where rooms are significantly remodeled. These include upper level bedrooms, and lower level mechanical and restrooms. Mainain existing insulation in other areas of the building. 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. Contractor shall clean-up work premises each day and thoroughly clean at completion of work 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. 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). 8. Do not scale drawings for dimensions. Dimensions are typically to face of masonry or concrete and face of framing member, unless otherwise noted. 9. Contractors are responsible for all materials and quantities shown in these drawings graphically as well as those called for by note. 10. 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. 11. All interior walls to be framed to structure above except where otherwise noted. 12. Field verify all rough openings and wall widths prior to fabrication and/or ordering of materials. 13. The fire extinguisher inside the missing room shall be as called out in the Permit Information, item B,7 on Sheet A2. That extinguisher shall be on a wall mount bracket with appropriate signage. All other extinguishers shown on the plans shall be 10 lb multi-purpose ABC type, manufactured by Amerex, JL Industries or approved substitute, placed in surface mounted cabinets. See New Construction Floor Plans (Sheet A4) for locations. Extinguishers shall comply with the current International Fire Code and Fire Code Standard number 10-1. 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. 14. Provide min 2x8 blocking in framed walls for countertops, cabinetry, fixtures, shelving brackets, accessories, and door stops. Alternately 8" galvanized steel 24 ga plates may be used. Wood blocking (if used) within the Fire Barrier wall shall be fire-retardant treated. 15. 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. 16. Provide shop drawing and submittals to the Architect for review and approval for insulation, finish carpentry and woodwork, plumbing systems, mechanical systems, lighting fixtures, fire alarm system, and the sprinkler system. Documents and Resources are available on the project web site… http://www.intersticearch.com/epdistil/ Electronic Documents ARCHITECTURAL A1 Title Sheet and Site Plan A2 Code Compliance A3 Demolition Plans A4 New Construction Floor Plans A4 Wall Sections and Exterior Elevations A6 Enlarged Restrooms Plans and Elevations A7 Mixing Room Elevations and Details A8 Openings and Reflected Ceiling Plan STRUCTURAL S1 General Notes, Openings Plan and Details S2 Structural Plans PLUMBING PM-1 General Mechanical Notes and Outline Specification P-0 General Notes, Legend, Schedules and Diagrams P-1.0 Main Level Plumbing Floor Plan - Sanitary Sewer & Vent P-1.1 Main Level Plumbing Floor Plan - Domestic Water & Gas P-1.2 Upper Level Plumbing Floor Plan MECHANICAL M0 Legend, Index, General Notes, Design Criteria, Schedules, Diagrams and Control Sequences M0.1 Mechanical Equipment Schedules and Diagrams M1.0 Mechanical Floor Plan - Main Level M1.1 Mechanical Floor Plan - Upper Level ELECTRICAL E-0.1 Legend, Notes, Index and One-Line E-0.2 Schedules E-0.3 Lighting COMcheck E-2.0 Main Level Lighting Plan E-2.1 Upper Level Lighting and Power Plan E-3.0 Main Level Power Plan Sheet Index G S 89°43'32" W 105.00' N 0 0 ° 1 6 ' 2 8 " W 1 0 0 . 0 4 ' N 0 0 ° 1 6 ' 2 8 " W 1 0 0 . 0 4 ' S 89°43'32" W 105.00' OH E OH E OH E OH E OH E OH E OH E LOT 8A 1st Resubdivision of Buenna Vista Terrace 5,252 sf LOT 9A 1st Resubdivision of Buenna Vista Terrace 5,252 sf Existing Building to be remodeled 4,000 sf footprint 10 private parking spaces Public Parking Town of Estes Park Private Parking The Barrel Neighboring Building Existing gas service and meter Existing electrical service - transformer about 200' to south W Mo r a i n e A v e n u e New 6" water service (size to be verified by Fire Protection Engineer) Existing fire hydrant Existing concrete sidewalk Existing curb and gutter` 4. 7 ' 4.8' Ap p r o x 5 5 ' Existing fence 75 6 0 75 6 5 75 7 0 75 7 5 75 8 0 Re s i d e n t i a l U s e Steep hillside Existing privacy fence Finish Floor Elevation 7553.43' = 100'-0" on other sheets Abandoned lighting pole 7558 75 5 8 7558 Existing concrete sidewalk Replace existing concrete sidewalk Site Plan Scale: 1" = 20'-0"north 0 10 20 30 40 Permit Set - 4/30/21 Graphics Legend XX'-X" Elevation 12 6 XX'-X"XX'-X" X AXX X AXX X AXX X XXX AXX XXXXX Slope Dn AdditionExisting 1 Drawing # Sheet # SECTION AND DETAIL REFERENCES INTERIOR ELEVATION REFERENCES ROOM NAME & NUMBER Floor Area may be shown instead of room number ELEVATION MARKERS - Relative to Elevation 100'-0" which is typically the Main Level Finish Floor elevation SLOPE INDICATORS - For Elevations/ Sections and Plans respectively CHANGE IN CONDITION REVISION CLOUD AND NUMBER Refer to revision dates listed in the title block below the sheet title Room Name Room # or Area 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 ARCHITECT Vance Richardson Windsor, CO 80550 Phone: (970) 691-3134 vrichardson@pivotaleng.com Chris Weaver Loveland, CO 80538 Phone: (970) 581-6224 cweaver@pivotaleng.com A (followed by numerals) Sheet Number in Architectural Series of Drawings ADA Americans with Disabilities Act aff Above Finish Floor alt Alternate ANSI American National Standards Institute or the ANSI A117.1 Accessibility Standard ASTM American Standard Test Method B (followed by numerals) Base Finish Tag bd Board bldg Building bm Beam BO Bottom of BOC Bottom of Concrete BOS Bottom of Steel BTU British Thermal Units BTUh British Thermal Units per Hour C Channel or C-shape (as in steel) C (followed by numerals) Ceiling Finish Tag or Sheet Number in Civil Series of Drawings CAT Data Cable (with regard to wriring or utilities) cf Cubic Feet cfm Cubic Feet per Minute Ch Chapter CJ Control Joint CL Center Line clg Ceiling clr Clear (clear space between opposite surfaces) CO Clean Out or Carbon Monoxide Detector col Column conc Concrete cont Continuous CRS Colorado Revised Statute cu Cubic CW Cold Water d Penny size of a nail D Clothes Dryer DF Douglas Fir dia Diameter diag Diagonal dn Down drwg Drawing DS Downspout dtl Detail DW Dish Washer E East or Electrical (with regard to utilities) (E) Existing ea Each EC Electrical Contractor EE Electrical Engineer EJ Expansion Joint elec Electrical elev Elevation EM Emergency as in Emergency Lighting EVDC Estes Valley Development Code F (followed by numerals) Floor Finish Tag FA Fire Alarm FD Floor Drain or Fire Department FDC Fire Department Connection FE Fire Extinguisher FEC Fire Extinguisher Cabinet FF Finish Floor FG Fiberglass FH Fire Hydrant flr Floor FP Frost Proof FRP Fiberglass Reinforced wall Panels FS Floor Sink ft Foot or Feet ft2 Square Feet ft3 Cubic Feet G Natural Gas or Propane ga Gauge gal Galons Abbreviations galv Galvanized GC General Contractor gen General gyp Gypsum Board gyp bd Gypsum Board H or horz Horizontal HB Hose Bib or Hose Box HD Heat Detector hr (proceeded by numerals) Fire Rating in Hours HS Horn Strobe HW Hardware or Hot Water IBC International Building Code ID (with regard to pipes or tubes) inside diameter ID (in other contexts) Identification IEBC International Existing Building Code IFC International Fire Code IMC International Mechanical Code insul Insulation IPC International Plumbing Code IRC International Residential Code jst Joist jnt Joint K Kips (1000 pounds) L (followed by numerals) Sheet Number in the Landscape Series of Drawings L Angle as in a steel or aluminum angle lbs Pounds LH Left Hand LHR Left Hand Reverse LP Liquid Petroleum LS Landscape LSC Life Safety Code M (followed by numerals) Material Tag max maximum MC Mechanical Contractor ME Mechanical Engineer mech Mechanical mfg Manufacturer min Minimum min (proceeded by numerals) Fire Rating in Minutes MR Moisture Resistant mtl Metal N North N/A Not Applicable NE Northeast NEC National Electric Code NFPA National Fire Protection Association or NFPA101 Life Safety Code NIC Not In Contract NP Non-Potable Water NW Northwest oc On Center occ Occupancy ocpt Occupant OD Outside Diameter OHD Overhead Door opp Opposite opt Option OS Occupancy Sensor par Parallel perp Perpendicular p-lam Plastic Laminate PL (followed by numerals) Plastic Laminate Finish Tag PL Plate plywd Plywood plf Pounds per Linear Foot plum Plumbing ply Plywood PP Power Pole PS Fire Alarm Pull Station psf Pounds per Square Foot psi Pounds per Square Inch PT Pressure Treated Lumber R Risers R (followed by numerals) R-Value of Thermal Performance rad Radius Re: Refer to Ref Refrigerator or Reference reinf Reinforcing Steel RH Right Hand RHR Right Hand Reverse RR Railroad R/R Rise and Run S South or Storm Sewer SD Smoke Detector SE Southeast Sec Section (as in a Code Section) Sect Section (as in a Building Section) sf Square Feet SHGC Solar Heat Gain Coefficient sht Sheet sim Similar sq Square SS Sanitary Sewer or Stainless Steel SS (followed by numerals) Solid Surface Finish Tag stl Steel struct Structural SW Southwest T (with regard to doors and windows) Tempered/Safety Glass T (with regard to site utilities) Telephone Service T (with regard to stair construction) Treads T/F Electrical Transformer TO Top Of TOC Top of Concrete TOS Top of Steel TV Television typ Typical U (followed by numerals) U-Value of Thermal Performance util Utility V or vert Vertical V Vent VTR Vent to Roof W West, Water, Clothes Washer, or Wide-flange Steel Beam W (followed by numerals) Wall Finish Tag wd Wood WH Water Heater wt Weight wwf Wire Welded Fabric or Mesh w/ With w/o Without x By X (followed by numerals) Exterior Finish Tag xform Electrical Transformer Z Z-shape ' Feet (for linear dimensions) or Minutes (for angular dimensions) " Inches (for linear dimensions) or Seconds (for angular dimensions) ° Degrees (angle) °F Degrees Fahrenheit (temperature) °C Degrees Celsius (temperature) # Pounds ± More or Less GENERAL CONTRACTOR Joe Calvin PO Box 1555 Estes Park, CO 80517 Cell: (970) 420-8264 joe@intersticearch.com MEP ENGINEERINGLIFE SAFETY CONSULTANT Kerry Madigan PE, Principal, Sr. Fire Protection Engineer 12364 W. Alameda Pkwy, Suite 135 Lakewood, CO 80228 Phone: (303) 985-3300 ext 202 Color Legend In these drawings colors represent... Demolition New Construction Items that have no color represent existing conditions to be maintained. Furniture and Appliances by Owner - Not In Contract Existing sewer service New double cleanout New sewer service lineNew inspection manhole - re: Plumbing Sewer cleanout SSSS 5' - 0 " 5'-0" New grain silo (non-functional) as support for monument sign - Signs to be approved through separate permit - Silo by Owner - Foundation by GC 47 ' - 0 " ± E E Cut and patch a trench for new electrical service to monument sign lighting - Signs to be approved through separate permit Blade sign location on wall above - Signs to be approved through separate permit 4/30/21 Sheet Number A1 Joseph E Calvin Date Sheet Title Title Sheet and Site Plan April 30, 2021 of 8 ES T E S P A R K D I S T I L L I N G CO M P A N Y 23 1 M o r a i n e 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 2 – 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 F i l e : " 2 1 0 2 C D " M o d i fi e d : F r i , A p r 3 0 , 2 1 P r i n t : F r i , A p r 3 0 , 2 1 D r a w n b y : J E C C h e c k e d b y : J E C ©2021 Noon Management Permit Information APPLICABLE CODES 2015 International Building Code 2015 International Mechanical Code 2018 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 Groups i. Manufacturing Group S-1 - Moderate-Hazard Storage ← Furniture manufacturing ii. Retail Group M - Mercantile iii. Residential Group R-2 - Residential - Live/Work Unit b. New Occupancy Groups i. Mixing Room Group H-2 - High Hazard ← Class 1C Flammable Liquid in open system ii. Retail Group M - Mercantile ← Unchanged iii. Residential Group R-2 - Residential - Live/Work Unit ← Unchanged c. Separations (Table 508.4) i. Between Group M and Group R 1-hr sprinklered ii. Between Group M and Group H-2 2-hr sprinklered 1) Fire barrier from top of slab to bottom of roof deck per Sect 707 ← See Section 1/A5 2) 90-min fire-rated self-closing door between rooms 3) Firestopping at electrical and piping ← See Systems reproduced below 2. Building Areas, Uses and Occupant Load Occupant Occupant Use Area Load Factor Load a. Mixing Room 960 sf 100 10 b. Tasting Room and Retail i. Unconcentrated Retail 1,316 sf 60 22 ← OLF for most of space ii. Space within 10' of tasting table 800 sf 5 160 ← Allows for concentrated occupant c. Utility and Restrooms 200 sf 0 load in proximity to tasting table d.Upper Level Residential 1,120 sf 200 6 e. Total Area and Occupant Load 5,120 sf 198 3. Allowable Floor Area Per Table 506.2 Actual Ratio a. Group H-2 3,000 sf 960 sf 0.32 b. Group M 36,000 sf 3,040 sf 0.09 c.Group R-2 21,000 sf 1,120 sf 0.06 d. Total of ratios to be < 1 per 508.4.2 0.47 ← Allowable Area OK, ratio < 1 B. SPECIAL REQUIREMENTS BASED ON OCCUPANCY – Hazardous Materials (IBC Section 414 and IFC Chapters 50 and 57) 1. Materials and Quantities a. Material Classification Flammable Liquid Class I-C ← See separate MSDS b. Quantity 4000 US Gallons ← Qty exceeds limits for Group F or c. Containers 550 gal stainless steel non-portable S Ctrl Areas - Group H required d. Process Pump-driven mixing of flavors and bottling ← Considered an open system (no distilling or application of pressure or heat) requiring Group H-2 occupancy 2. Detached Building (Table 415.6.2) Not required for Flammable Liquids 3. Setback Requirements (Sect 415.6.1) Not required - Mixing Room < 1000 sf 4. Explosion Control (IFC Section 911) Not required for Flammable Liquids Class I-C 5. Explosion Venting (Section 415.9.1.8) a. IFC Section and Table 911 Not required for Flammable Liquids Class I-C 6. Sprinkler System a. Occupancy Hazard Classification (IFC Table 903.2.5.2) Extra Hazard Group 2 b. Design Criteria (IFC Table 5704.3.6.3(6)) i. Ceiling Sprinkler Design and Demand 1) Density 0.60 2) Maximum Area 5000 sf ii. Max Area per head 100 sf/head iii. Max Spacing 8'-0" oc horz iv. Min Nozzle Pressure 30 psi v. Min Hose Stream Demand 750 gpm vi. Min Duration 2-hours 7. Fire Extinguisher (IFC Section 906.3.2) a. Location Within 30' of every part of Mixing Room b. Manufacture Amerex c. Type 4A:80B:C(20 lb) 8. Ventilation (IFC 5705.3.7.5.1) 1 cfm per 1 sf of floor area 9. Spill Containment (IBC Sect 415.9.1.4) Required - containers are not double wall a. Spill Control (IFC 5703.4 & 5004.2.1) i. Required base on quantity Required - >55 gal containers and > 1000 gal total ii. Volume 1) Largest Single Vessel = 75 cf (550 gal) 2) Containment Shown = 140 cf (1045 gal)← Containment is 1.9x req'd volume iii. Method of containment Liquid-tight floors with liquid-tight raised sills ← EPDM Liner - seal rack bolts 3) Material to be compatible and non-combustible 10. Electrical a. All power in Mixing Room shall comply with IFC Table 5703.1.1 and NFPA 70 NEC b. Backup Power required for ventilation system 11. Adjacent Retail Space a. All alcohol to be sold in containers 1.3 gallons or smaller (IFC Table 5003.1.1(1) footnote (c)) C. SPECIAL REQUIREMENTS BASED ON OCCUPANCY – Hazardous Materials Commentary 1. Live/Work Units (Section 419) a. Adding Sprinkler b. Adding Egress Windows - new wall at bedroom c. Adding 1-hour separation at floor and common wall d. Stairway being enclosed D. 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. South Wall 1) Mixing Room (Group H) <5’ 3-hour ← In general per IBC Table 721.1(2) 2) Rest of South Wall (Group M)<5' 2-hour item 3 and footnote g, the rating ii. West Wall (Group H) <5' 3-hour for 8" CMU is 4-hour. Existing ii. Other Walls Non-rated CMU this project is 12" wide. c. Interior Bearing Walls Non-rated e. Exterior Nonbearing Walls Non-rated e. Interior Partitions Non-rated f. Fire Barrier 2-hour - See A,1,c,ii above g. Floor Construction Non-rated h. Roof Construction Non-rated 3. Exterior Openings (IBC Table 705.8) a. West wall is <3'-0" to property line Openings not allowed ← Existing windows to be replaced b. South wall (sprinklered, unprotected) with glass block i. Distance to property line 3'-0" < 4.7' actual < 5'-0" ii. Wall surface area 1535 sf iii. Allowed openings 15% = 230.25 sf iv. Actual openings 1) Existing windows 20.5 sf 2) Existing in-filled man door 21.4 sf ← It is assumed that the historic overhead 3) New mechanical openings 10.0sf (estimate - actual TBD) doors were infilled with masonry 4) Total openings 51.9 sf < 230.25 sf ← Existing and new openings comply 4. Interior Finishes (Chapter 8) Max Flame Max Smoke Class Spread Development a. Stairways B 75 450 ← Existing stairway is interior and not enclosed b. Mixing Room C 200 450 c. All other spaces C 200 450 E. FIRE PROTECTION SYSTEMS 1. Automatic Fire Sprinkler System Required 2. Standpipe System Not Required 3. Portable Fire Extinguishers Required - Also see B,7,a above ← New/additional extinguishers are needed 4. Fire Alarm, Detection and Monitoring Required F. EGRESS 1. Number of Exits Required 2 ← A man door is added at the Mixing Room 2. Egress Width OK A man door is added at the Tasting Room 3. Exit Signs and Emergency Lighting Required Egress windows are added to Upper Level G. EXISTING BUILDING CODE 1. Classification “Alternation Level 2” Also “Change of Occupancy” for Group H 2. Work Area Approx 1200 sf ← Less than half of floor area 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. No significant requirements or exceptions 5. Change of Occupancy Requirements (IEBC Chapter 10) a. No significant requirements or exceptions H. PLUMBING FIXTURE REQUIREMENTS (Chapter 29) 1. Occupant Load Each Gender a. Lower Level Mostly Group M 99 2. Men’s Restroom Required Provided a. Toilets 99÷ 75= 2 2 ← New men's and women's restrooms are b. Urinals 1 provided - Ratios are for Group A2 to c. Lavatories 99÷200= 1 2 be conservative 3. Women’s Restroom a. Toilets 99÷ 75= 2 3 b. Lavatories 99÷200= 1 2 4. Other Fixtures a. Drinking Fountains Required ← Providing new drinking fountain and b. Service Sinks 1 a janitor sink 5. Gender-separated facilitates Required ← Occupant load requires separate facilities 6. Unisex Restroom Not required for Group M J. ACCESSIBILITY 1. Point-of-Sale casework and bars to be wheelchair accessible 3. Accessible Restrooms required K. ENERGY CONSERVATION 1. Building Envelope See illustration 4/A8 2. COMcheck Electrical See separate 8½x11 submittal 3. COMcheck Mechanical See separate 8½x11 submittal New wall-mounted fire extinguisher New wall-mounted fire extinguisher 4A:80B:C (20 lb) New fire extinguisher in surface-mounted cabinet New fire extinguisher in surface-mounted cabinet New 2-hour fire barrier refer to wall section 1/A5 New 2-hour fire barrier refer to wall section 1/A5 Mixing Room Occupancy:Group H-2 Floor Area: 960 sf Occupant Load Factor: 100 sf/person Occupant Load: 10 people Number of Exits Req'd: 2 exits Req'd Width per Exit: 36" Retail & Tasting Room Occupancy:Group M Floor Area Within 10' of Tasting: 800 sf` Remaining Area: 1316 sf Occupant Load Factor At Tasting Table 5 sf/person For Remaining Area 60 sf/person Occupant Load Native to Room 182 people Number of Exits Req'd: 2 exits Req'd Width per Exit: 36" each Existing Residence Occupancy:Group R2 Floor Area: 1120 sf Occupant Load Factor: 200 sf/person Occupant Load: 6 people Number of Exits Req'd: 1 exits Req'd Width per Exit: 36" 6 Replace existing window with new egress window Create opening and install new egress window 6 1 9191 Upper Level Code Compliance Plan2Scale: 1/8" = 1'-0"north 0 2 4 8 12 16 2-hour Rated Fire Barrier Duct Penetration 5 5 90-minute self-closing door New 1-hour fire barrier refer to Wall Assembly below 45-minute self-closing doors Install 2-layers of ⅝" typeX gypsum board on bottom of existing floor joists to achieve 1-hour fire-rating - per Ceiling Assembly below Fire damper - re: Mechanical 1-hour fire-rated shaft refer to Shaft Wall Assembly below 1-hour fire-rated shaft re: Dtl ______ New 1-hour fire barrier reefer to wall section ____ Replace or overlay drywall on east side of existing wall with ⅝" typeX gypsum board 1-hour Rated Fire BarrierFirestopping Systems Firestopping Contractor may submit alternative systems for approval Pipe & Conduit Penetration Offset Pipe Penetration Head-of-Wall End-of-Wall Bottom-of-Wall Add ⅝" typeX gypsum board to west side of existing wall Worst-case Door Width Calculation 91 occupants served x 0.2" per occupant 18.2" width required < 34" width provided from face of door to jamb when open 90° Ceiling Assembly Wall Assembly Shaft Enclosure Lower Level Code Compliance Plan1Scale: 1/8" = 1'-0"north 0 2 4 8 12 16 45-minute self-closing doors 4/30/21 Sheet Number A2 Joseph E Calvin Date Sheet Title Code Compliance April 30, 2021 of 8 ES T E S P A R K D I S T I L L I N G CO M P A N Y 23 1 M o r a i n e 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 2 – 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 F i l e : " 2 1 0 2 C D " M o d i fi e d : F r i , A p r 3 0 , 2 1 P r i n t : F r i , A p r 3 0 , 2 1 D r a w n b y : J E C C h e c k e d b y : J E C ©2021 Noon Management 10 " Upper Level Demolition Plans3Scale: 1/8" = 1'-0"north 0 2 4 8 12 16 Lower Level Demolition Plans2Scale: 1/8" = 1'-0"north 0 2 4 8 12 16 North Elevation - Demolition1Scale: 1/8" = 1'-0" 0 2 4 8 12 16 Upper Level Demolition 3D View6Scale: 1/8" = 1'-0"nort h Lower Level Demolition 3D View5Scale: 1/8" = 1'-0"nort h Exterior Demolition 3D View4Scale: 1/8" = 1'-0"nort h Remove existing furnace Patch and insulate roof above Contractor to investigate Remove suspended ceiling, lights and mechanical as shown 8' - 0 " 10 ' - 2 1 / 4 " Load bearing wall may not be demolished until Structural Drawings are issued Abatement Contractor to remove window with ACM caulking Abatement Contractor to remove window with ACM caulking Abatement Contractor to remove plaster wall finish containing trace ACM Abatement Contractor to remove tile flooring and vanity countertop containing ACM Right cross hatch areas show locations of ACM carpet adhesive - DO NOT DISTURB - To be covered with new flooring Windows and walls below windows to be removed for new doorways - Do not damage window headers Remove suspended ceiling and associated lighting and wiring Remove non-load-bearing wall - take care to identify and maintain load-bearing posts within - document post sizes and locations to design team Remove non-load-bearing wall After completion of ACM removal by Abatement Contractor, remove restroom and dressing room walls, doors and associated power and lighting Remove casework and shelving Remove existing carpet (not ACM) and prepare slab for new stain finish Remove existing platform and steps Remove existing non-load bearing wall and windows within historic overhead door openings Remove existing cabinetry In coordination with demolition of mezzanine, remove this non-rated wall along with associated power Remove door Remove this non-rated wall along with associated power Relocate (or replace) electrical panel to exterior side of wall After demolition of mezzanine, remove pony wall Remove existing stairs and mezzanine structure as shown above - consider retaining stair for reinstallation to the south portion of mezzanine to remain Safely remove and terminate gas line above Remove entire mezzanine floor structure Remove all exposed conduits, wiring and electrical boxes this room Remove fenced enclosure Remove existing stairs to mezzanine Remove fenced enclosure Remove non-rated wall full-height along with associated power Maintain drywall ceiling at bottom chord of roof trusses except where new fire barrier is to be constructed Maintain drywall ceiling at bottom chord of roof trusses. Demolish only in truss bay where new fire barrier is to be constucted Remove existing window and prepare opening for installation of new egress window Now work these areas Remove existing signs Remove existing in-swing door & screen door and prepare opening for replacement egress door Remove plumbing fixtures General Notes 1. Structural elements are not to be removed at this time. Demolition of load bearing walls for new openings may not proceed until Structural Drawings are issued. 2. 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. 3. Provide temporary enclosure for security and weather resistance. 4. Asbestos abatement procedure shall be fully completed and signed off before other work may proceed by GC or Owner. Refer to the "Pre-Renovation Asbestos Survey Report for 231 Moraine Avenue, Estes Park, Colorado" prepared by Tiglas Ecological and Ayuda Companies dated February 23, 2021. 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 and erosion. Any disturbed areas shall be restored to a minimum of their original condition. Contractor shall take care during demolition to protect all items and materials to remain. Repair all damage caused by demolition to any areas of the building to its original condition. Protect adjacent areas from damage, dirt, dust and fumes 7. All free-standing furniture to be removed by Owner prior to demolition. 8. 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. 9. Contractor shall clean-up work premises each day and thoroughly clean at completion of work. Pe r m i t S e t - 4 / 3 0 / 2 1 8'-8"3'-4"W 2'-0"8'-0"W 3'-4"3'-4"W x 9'-4"T x 7'-4"Tx 7'-4"T Remove door Sawcut to create openings in 12" CMU wall - refer to Structural for Lintel installation 3'-0"± verify After demolition of mezzanine, remove pony wall 3'-4"3'-4"8'-0" 2'-0" 3'-4"8'-8" 7' - 4 " 9' - 4 " 7' - 4 " Removed fenced enclosure Sawcut to create openings in 12" CMU wall - refer to Structural for Lintel installation Create openings in roof above for new flues and fresh air intake - re: Mechanical Remove existing in-swing door and prepare opening for replacement egress door Remove existing windows and walls below windows Remove existing signs Remove existing window and prepare opening for installation of new egress window 3'-4"4'-0" 8' - 2 " 3' - 0 " 8" 1' - 4 " 5'-7" 5' - 9 " 8'-4" 10 " 16'-7" 3' - 0 " Core drill (9) bollard piers - re: Dtl 7/A7 Sawcut and remove slab for new sewer piping - re: Plumbing Sawcut and remove slab for new sewer piping - re: Plumbing Create opening in wall between 3'-2" and 6'-11" aff Re: Structural for lintel GC to confirm alignment with coursingRemove gooseneck light fixtures 5'-4"3'-4"4'-8"± Create opening in wall between 3'-2" and 6'-11" aff Re: Structural for lintel Maintain existing ductwork, diffusers and return air grilles Remove any portions interfering with new fire barrier Sawcut to create opening in 12" CMU wall 24" sq between 4'-0" and 6'-0" aff - re: Struct 25'-4" 2'-0"Remove existing infill framing for new door Remove log railing retain for possible reinstallation 4/30/21 Sheet Number A3 Joseph E Calvin Date Sheet Title Demolition Plans April 30, 2021 of 8 ES T E S P A R K D I S T I L L I N G CO M P A N Y 23 1 M o r a i n e 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 2 – 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 F i l e : " 2 1 0 2 C D " M o d i fi e d : F r i , A p r 3 0 , 2 1 P r i n t : F r i , A p r 3 0 , 2 1 D r a w n b y : J E C C h e c k e d b y : J E C ©2021 Noon Management Upper Level New Construction Floor Plans3Scale: 1/8" = 1'-0"north 0 2 4 8 12 16 Lower Level New Construction Floor Plans2Scale: 1/8" = 1'-0"north 0 2 4 8 12 16 North Elevation - New Construction1Scale: 1/8" = 1'-0" 0 2 4 8 12 16 Upper Level New Const 3D View6Scale: 1/8" = 1'-0"nort h Lower Level New Const 3D View5Scale: 1/8" = 1'-0"nort h Exterior New Const 3D View4Scale: 1/8" = 1'-0"nort h Water MenWomen Mech East Retail Tasting RoomMixing Room 912 sf / 12,160 cf Eyewash Exit Stair New larger casement window Existing Apartment 2-hr rated fire barrier New beam above - re: Structural Post count as necessary to avoid need for new footing re: Structural Hose Bib and Reel New 4'-0" 90-min rated HM door and HM frame with (4) HD Hinges 8 7 6 5 4 3 2 1 11 12 13 14 17 18 876543 A A 24'-0" B New casement windows Bedroom A New Mech Room New 2x4 furring insulate as shown in detail 4/A819 New glass block window within existing opening New glass block window within existing opening 4'-0" trench drain - re: Plumbing Mixing station by Owner Wall hung fire extinguisher Steel warehouse rack - single tier with height set to 2'-0"± aff (6) product containers by Owner Spill containment curb 4x16x8 CMU - lined interior with EPDM (8) bollards per dtl 7/A7 Fire extinguisher in surface mounted cabinet Fire extinguisher in surface mounted cabinet Mech Existing gas meter 2 A5 1 A5 Bedroom B Bedroom C B 9'-1¾"±3½"9'-4"3½"9'-4"3½"8' - 8 " 3½" 2019 Openings for ducts - re: Mechanical and Section 1/A5 4' - 4 " 6' - 5 3 / 4 " 8'-8"3'-4"2'-0"8'-0"3'-4"3'-4"2'-10¾"± General Notes 1. All work shall comply with governing codes for construction and universal accessibility including the 2015 IBC, 2017 ICC/ANSI A117.1 Accessibility Guidelines, and the Americans with Disabilities Act (ADA). 2. Do not scale drawings for dimensions. Dimensions are typically to face of masonry or concrete and face of framing member, unless otherwise noted. 3. Contractors are responsible for all materials and quantities shown in these drawings graphically as well as those called for by note. 4. Interior Finishes must conform to IBC Chapter 8 requirements for minimum "Class C" having maximum flame spread of 200 and maximum smoke development of 450. 5. All interior walls to be framed to structure above except where otherwise noted. 6. Field verify all rough openings and wall widths prior to fabrication and/or ordering of materials. 7. Contractor to run a continuous bead of sealant around all doors, windows, and other openings or joints. Leave adjacent surfaces clean and provide backer rod where needed. 8. Fire Authority to verify location of fire extinguishers. Shown on drawings as "FE" or "FEC". Refer to General Note #13 on Sheet A1 for additional requirements. 9. 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. Refer also to General Note #14 on Sheet A1. 10. 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. 11. Slope slabs toward floor drains – Re: Plumbing 12. Where different floor finishes meet the transition at doors shall occur below door leaf in the closed position. Transitions shall be made using solid aluminum profiles from Schluter Systems with clear finish. 13. Typical gyp bd level of finish is to be #4 on this project except where noted otherwise. Walls to receive tile are to be tile backer board with level #2 finish. Walls to receive epoxy or glossy paint are to be level #5 finish. Ceilings are to be #3 level to receive texture finish and paint. 14. All interior trim & base boards are to be 1x4 unless shown otherwise. 15. Provide metal drywall corner bead at all exposed interior gyp bd corners. Stainless steel 3-compartment 1 A7 C C 10'-0"14 ' - 0 " 3&4 A5 2-hour rated fire barrier wall New ⅝" gyp bd ceiling - not-rated` Generator - re: Electrical New 3'-0" x 7'-0" insulated hollow metal exit door and frame - exit sign above 1 A6 7' - 6 ½" 9¾"± 6'-9"4'-6" 1-hr stair enclosure walls 9 10 15 Accessible drinking fountain re: Plumbing 16 Patch floor where grills are removed 1 4 3 Hand sink (product by Owner) re: Plumbing for water heater New non-rated exhaust shaft - Fire damper at floor - re: Mechanical 5 A8 New 2x4 framed walls - insulate Mechanical soffit above see detail 5/A8 4/30/21 Sheet Number A4 Joseph E Calvin Date Sheet Title New Construction Floor Plans April 30, 2021 of 8 ES T E S P A R K D I S T I L L I N G CO M P A N Y 23 1 M o r a i n e 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 2 – 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 F i l e : " 2 1 0 2 C D " M o d i fi e d : F r i , A p r 3 0 , 2 1 P r i n t : F r i , A p r 3 0 , 2 1 D r a w n b y : J E C C h e c k e d b y : J E C ©2021 Noon Management 2½" m i n g a p 3½"2½" g a p 3½" 2½" g a p 3½" m i n l a p Exist TPO or EPDM roof membrane Existing 1x8 roof decking Existing roof trusses 2½" to 4" gap (allowing for segmentation of 2" track) 2½" min required for deflection 6" upper slip track - fully adhere to bottom of roof deck (3) layers of ⅝" typeX gypsum board fully adhered - do not fasten through or interfere with track movement (2) beads of sealant between each layer of gypsum board 2" top track - screwed to top of studs slips within 6" track 2 ½" gaps in gypsum board to allow for deflection 20ga 6"wide metal studs at 16"oc 6" sound batt insulation Lateral bracing channels at 8'-0" aff and 14'-0" aff in addition to at door opening as illustrated to the left (2) layers of ⅝" typeX gypsum board - attach per UL Listing on Sheet A2 (2) layers of ⅝" typeX gypsum board - attach per UL Listing on Sheet A2 Remove existing gypsum board ceiling at truss bays adjacent to new wall construction Lateral bracing channels at 8'-0" aff and 14'-0" aff in addition to at door opening as illustrated to the left Patch gypsum board ceiling tight to new wall construction New ceiling edge angle Cut tile and reinstall suspended ceiling adjacent to new wall construction Roppe "sanitation toe" base at Mixing Room side of wall adhered to floor Bottom-of-Wall firestopping system - See Sheet A2 Bottom-of-Wall firestopping system - See Sheet A2 Wood base by Owner Stain existing concrete slabSeal existing concrete slab Lateral bracing channels at 8'-0" aff and 14'-0" aff Lateral bracing channels back at least one stud space near latch and hinge locations 24ga x 2" steel strapping at 45° angle both sides of wall 7' - 2 " 4'-4" 24ga x 8" plate blocking (alternately fire-retardant treated 2x may be installed between studs) shown for fire extinguisher and for other wall mounted items 18ga 6"wide metal studs at 16"oc Sister steel track to studs both sides of door frame Line of adjacent gypsum board ceiling Line of adjacent suspended ceiling 6" upper slip track - fully adhere to bottom of roof deck 2" top track - screwed to top of studs - slips within 6" track 2½" m i n g a p 4" m a x g a p Additional track 6" box beam comprised of (2) studs and (2) tracks Set 6" track in bed of sealant and fasten to slab with Ramset shot pins 32"oc and (2) pins within 12" of door opening Fire Barrier Wall Section1Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6”Fire Barrier Framing Elevation2Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6”Typical Interior Wall Sect3Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6” Mixing Room Tasting Room Shape drywall tight to bottom of roof deck - maintain ½" gap at exterior layer for firestopping Duct / Fire Damper opening re: Mechanical Louver - re: Mechanical Fire damper - re: Mechanical Ventilation duct - re: Mechanical Tall Wall Head4Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6” Fasten 2x4 plate to slab with Ramset shot pins 32"oc Wood base by Owner Elevate gypsum board ½" Stain existing conc slab 4" vinyl base R15 FG sound batt insulation between 2x4 studs at 16"oc ⅝" gypsum board both sides of wall Double 2x4 top plates Existing floor structure above New/existing suspended ceiling ½" x 6" bolts at 32"oc 2½" ga p Existing roof structure Existing gyp bd ceiling ⅝" plywood spanning min 2 trusses Sheet metal or angle flashing 2x4 plates South Elevation7Scale: 1/8" = 1'-0" 0 2 4 8 12 16 East Elevation6Scale: 1/8" = 1'-0" 0 2 4 8 12 16 1 2 Duct firestopping system See Sheet A2 Duct firestopping system with steel retaining angle See Sheet A2 Head-of-Wall firestopping system _______________ Duct Opening Detail5Not to Scale 13'-10"14'-8"9'-6" 12 ' - 7 " Approximate opening locations - verify that the ducts are centered between suspended and gyp bd ceiling planes vertically - Horizontal dimensions may be adjusted slightly to accodate stud layout Full-height wall studs Cut wall stud Fire barrier depicted from east sideSister 6" x 2'-4" track both sides 6" long cripple suds attached with (4) 1" typeS screws - typ Horizontal 6" track top & bottom Vertical 6" track to complete opening 109 Generator Support8Not to Scale 4 ' - 0 " 2'-10" 3'-6" Generator - re: Electrical and Plumbing Unistrut support frame with expansion anchors into wall and paving 6'-6 " ( 6 ' - 0 " m i n ) 8 A5 New attic ventNew exhaust fan - re: Machanical New exhaust fans - re: Machanical New mechanical openings - re: Mechanical Metal Stud Framing 1. Acceptable Manufacturer: ClarkDietrich, or approved substitute 2. All light-gauge framing is to be galvanized per ASTM A653 3. Provide min 3 1/2” of bearing 4. Clip Angles, channels and tracks shall be same gauge as framing members - Install with self-tapping screws 4/30/21 Sheet Number A5 Joseph E Calvin Date Sheet Title Wall Sections and Exterior Elevations April 30, 2021 of 8 ES T E S P A R K D I S T I L L I N G CO M P A N Y 23 1 M o r a i n e 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 2 – 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 F i l e : " 2 1 0 2 C D " M o d i fi e d : F r i , A p r 3 0 , 2 1 P r i n t : F r i , A p r 3 0 , 2 1 D r a w n b y : J E C C h e c k e d b y : J E C ©2021 Noon Management Enlarged Restroom Plan1Scale: 3/8" = 1'-0"north 0 1 2 3 4 5 Mixing Room looking North8Not to Scale north Mixing Room looking South7Not to Scale north General Notes Restroom Accessories Surface Mounted Paper Towel Dispenser Sink Mirror — bottom of reflective surface at 40” aff max Protective Drain Pipe Padding Wall Mounted Soap Dispenser 36” Horizontal Grab Bar at 36” aff 42” Horizontal Grab Bar at 36” aff 18” Vertical Grab Bar at 40” aff Surface Mounted Large Roll Toilet Paper Dispenser Sanitary Napkin Disposal — Women’s Restrooms Only Coat Hook / Door Bumper at 42” aff Bobrick B-165 24” x 42” Bobrick B-5050 1 2 3 4 5 6 7 8 9 10 Bobrick B-4262 Bobrick B-5806-36 Bobrick B-5806-42 Bobrick B-5806-18 Bobrick B-2892 Bobrick B-270 Bobrick B-212 1. Provide min 2x8 blocking in all restroom walls as required for grab bars, and toilet accessories – verify locations with Architect prior to drywall installation. 2. Provide submittals for new toilet accessories and plumbing fixtures. 3. Verify all finishes and fixtures with Owner and Architect prior to ordering. 4. Install tile backer behind wall tile and under floor tile, typical. 5. Refer to Sheet A22 for Interior Finish Renderings. 6. All work shall comply with governing codes for construction and universal accessibility including the 2015 International Building Code (IBC), 2017 ICC/ ANSI A117.1 Accessibility Guidelines, and the Americans with Disabilities Act (ADA). Baby Changing Station – 42" aff to top bolts11 Koala/Bobrick KB-200 Accessible Restroom Signs (2 each)9 Scale: 3" = 1'-0" 0 1”3”2”4”5”6”7”8” 1' - 0 " 1 ' - 1 ⅞ " 1'-0" Grade 2 Braille Raised plastic figures ¼" thick plastic sign 1⅜"± 5" ± 2¾"±International Symbol of Accessibility Women Mech Water Men 4'-0⅜"7'-2¼"4'-0"7'-2¼"6'-3⅜" VIF 6' - 6 1 / 2 " 10 ' - 9 " 1' - 1 0 " 4'-0⅜"3½"8'-8"5½"8'-8"3½"6'-0"3½" 1' - 6 " 3 1 / 2 " 5' - 1 1 / 2 " 3' - 0 " 1' - 4 ¾" 5' - 8 ¼" 3½" 5' - 1 " 1" 2' - 1 1 " 1" 2' - 1 1 " 1" 2' - 8 " 1' - 6 " 1' - 8 " 8'-0"3'-6"12'-0" 1'-6" 6½" 5'-0" 3'-8" 3'-0" 2' - 1 0 " 1' - 6 " 24" sq access panel below 6' - 0 " Electrical panel re: Electrical 2' - 1 1 " 1' - 7 " 2' - 3 " 2' - 4 " 3'-4" 1'-0"3'-6" 1' - 5 " 3'-3"1'-5"2'-0"2'-0" 2' - 1 1 " 5" 1' - 6 " 3'-0"6" 1'-6" 4' - 0 " 5' - 0 " 10" Women East3Scale: 3/8" = 1'-0" Women South2Scale: 3/8" = 1'-0" Men West4Scale: 3/8" = 1'-0" Retail South Elevation5Scale: 3/8" = 1'-0"north 0 1 2 3 4 5Men Entrance6Scale: 3/8" = 1'-0" 24" sq stainless steel access panel 1' - 5 " 2' - 1 0 " m a x 3' - 4 " m a x 3' - 1 0 " ( 4 ' - 0 " m a x ) 1 2 1 222 1 1 11 1 2222 3 3 3 3 44 44 5 6 7 5 67 5 6 7 5 6 7 5 6 7 8 88 8 89 9 9 10 10 10 10 10 1111 8 9 8 9 8 98 8 3/8"5/8" 8 8"3"6" 9" 18 " m i n . 7" m a x . 2' - 1 0 " 2' - 7 " 2' - 1 0 " m a x 9" 1' - 6 " m i n 7" m a x 6" 3" 8"Wheelchair required clearance 12" field tile as shown over tile-backer gypsum board Broken accent color tile Door stop 1 3 2 Schluter Dilex-AHK cove transition between wall and floor tileSchluter Dilex-AHK cove transition between wall and floor tile Schluter Indec outside 90° profile Schluter Indec outside 90° profile Schluter Indec outside 90° profile 12" field tile as shown over tile-backer gypsum board Electric water cooler - re: Plumbing Bottle filler spec'd, but not shown Broken accent color tile 4/30/21 Sheet Number A6 Joseph E Calvin Date Sheet Title Enlarged Restroom Plans and Elevations April 30, 2021 of 8 ES T E S P A R K D I S T I L L I N G CO M P A N Y 23 1 M o r a i n e 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 2 – 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 F i l e : " 2 1 0 2 C D " M o d i fi e d : F r i , A p r 3 0 , 2 1 P r i n t : F r i , A p r 3 0 , 2 1 D r a w n b y : J E C C h e c k e d b y : J E C ©2021 Noon Management Mixing Room South Elevation3Scale: 3/8" = 1'-0" 0 1 2 3 4 5 Mixing Room North Elevation5Scale: 3/8" = 1'-0" 0 1 2 3 4 5 Mixing Room East Elevation4Scale: 3/8" = 1'-0" 0 1 2 3 4 5 2 A7 3 A7 4 A7 5 A7 (2½) sheets of ¾" plywood wall protection (3) 3"x3"x¼" x 10'-0" steel angles at 2'-0"oc Bottling station equipment by Owner 110V duplex outlet at 3'-0"aff - re: Electrical Hose reel on south wall Spill control barrier - re: dtl 6/A7 5'-4" Supply air grille - re: Mechanical Steel bollard - re: dtl 7/A7 Emergency eye wash - re: Plumbing EPDM liner Stainless steel 3-compartment sink - product by Owner / Installation by Plumbing Contractor - re: PlumbingHand Sink (product by Owner) with pipe protection padding Soap dispenser Paper towel dispenser Steel bollard - re: dtl 7/A7 90-minute self-closing insulated hollow metal door 8 7 18 C C C C 1 A5 2 A5 Exhaust air ducts - re: Mechanical Mixing Room 912 sf / 12,160 cf 5' - 4 " 26'-8" 9' - 8 " 5'-4" 110V duplex outlet at 3'-0"aff - re: Electrical 220V outlet at 3'-0"aff - re: Electrical 148 7 6 A7 110V duplex outlet at 3'-0"aff - re: Electrical 220V outlet at 3'-0"aff - re: Electrical (6) 550gal stainless steel alcohol containers by Owner 110V duplex outlet at 3'-0"aff - re: Electrical 6 A71' - 0 " a f f 1' - 0 " a f f Steel bollard - re: dtl 7/A7 Warehouse racks by GC to support containers at about 2'-0"aff - install level - seal attachment through EPDM liner Glass block infill window beyond (6) 550gal stainless steel alcohol containers by Owner Hose bib at 5'-0"aff - re: Plumbing Bottling station equipment by Owner Hose reel at 4'-4" aff± Exhaust air duct down to 12" aff - re: Mechanical Exhaust air duct down to 12" aff - re: Mechanical Warehouse racks by GC to support containers at about 2'-0"aff - install level - seal attachment through EPDM liner 6 A7 Patch gypsum board ceiling adjacent to new fire barrier wall Patch gypsum board ceiling adjacent to new fire barrier wall New insulated hollow metal door and track with perimeter seal (1½) sheets of ¾" plywood wall protection (3) 3"x3"x¼" x 6'-0" steel angles at 2'-0"oc Steel bollard - re: dtl 7/A7 110V duplex outlet at 3'-0"aff - re: Electrical - and waterproof outlet on exterior side of wall 110V duplex outlet at 3'-0"aff - re: Electrical 220V outlet at 3'-0"aff - re: Electrical 5'-4" EPDM linerEPDM liner Insulated hollow metal exterior door and frame Exit sign and emergency lighting - re: Electrical Pull-side heavy-duty door closer Supply air grille - re: Mechanical Roppe "sanitation toe" base - adhered to floor Roppe "sanitation toe" base - adhered to floor Roppe "sanitation toe" base - adhered to floor 16'-0"6'-8"4'-10"10" 1' - 9 " ± 8' - 0 " 2' - 0 " 3' - 4 " 8' - 8 " 100V waterproof outlet - re: Electrical 110V duplex outlet at 3'-0"aff - re: Electrical Exhaust air duct down to 12" aff - re: Mechanical 6'-0" 8' - 0 " ± 1% slope with leveling cement within curb beyondMixing Room West Elevation2Scale: 3/8" = 1'-0" 0 1 2 3 4 5 3% slope with leveling cement within curb beyond Spill containment curb 4x16x8 CMU - with interior EPDM liner up to 7½" aff Floor sink below - re: Plumbing Emergency eye wash - re: Plumbing Wall protection - see Elevation 4/A7 Stainless steel 3-compartment sink - product by Owner / Installation by Plumbing Contractor - re: Plumbing Hand Sink (product by Owner) with pipe protection padding 6'-6"4'-4"Enlarged Mixing Room Floor Plan1Scale: 3/8" = 1'-0" no r t h 0 1 2 3 4 5 Wall protection - see Elevation 4/A7 Steel bollard - re: dtl 7/A7 Steel bollard - re: dtl 7/A7 (6) 550gal stainless steel alcohol containers by Owner on Warehouse racks by GC to support containers at about 2'-0"aff - install level - seal attachment through EPDM liner 4' - 0 " 2' - 6 " 1'-3" Trench drain - re: Plumbing Exhaust air duct down to 12" aff - re: Mechanical Hose bib & reel - re: Plumbing Spill Control Curb Detail6Not to Scale Bollard Detail7Not to Scale 4x8x16 CMU curb Fully grout cells - dome & seal top Continuous joint reinforcement 12" x #4 rebar at corners and 24"oc drill & epoxy 4" into existing slab Slope concrete within curbs as shown on plan - 4" thick at top of slope - scarify and feather at bottom Modify warehouse rack posts as needed to accommodate slope Structural grout Expansion anchor Epoxy coating - extend up inside face of curb and exterior wall to about 7½" aff - fully seal joints and edges 5' - 0 " 2' - 0 " m i n 6" ϕ steel pipe bollard - prime and paint Completely fill pipe with concrete and dome top Core drill 12" dia and fill with concrete 2" m i n 4 A6 5 A6 Radius mortar bed Bottling station equipment by Owner Fire extinguisher cabinet 20 lb 4A:80B:C fire extinguisher Exit sign and emergency light - re: Electrical 20 lb 4A:80B:C fire extinguisher 9 9 Insulated hollow metal exterior door and frame 14 3 1 4 3 4/30/21 Sheet Number A7 Joseph E Calvin Date Sheet Title Mixing Room Elevations and Details April 30, 2021 of 8 ES T E S P A R K D I S T I L L I N G CO M P A N Y 23 1 M o r a i n e 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 2 – 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 F i l e : " 2 1 0 2 C D " M o d i fi e d : F r i , A p r 3 0 , 2 1 P r i n t : F r i , A p r 3 0 , 2 1 D r a w n b y : J E C C h e c k e d b y : J E C ©2021 Noon Management 4 1 2 Door Elevations Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Window Elevations Scale: 1/4" = 1'-0" 0 1 2 4 6 8 6' - 8 " 7'-6" 9' - 0 " 12'-6" 9' - 4 " 8'-0" 6' - 8 " 2'-8" 6' - 8 " 2'-8" Bedroom Emergency Egress as seen from exterior Aluminum Clad Wood Insulated Glass Casement Weather seal into existing masonry opening 2 East Overhead Door as seen from exterior Aluminum Insulated Glass Manual chain drive Weather seal into modified opening 3 North Public Entrance as seen from exterior Insulated Hollow Metal Insulated Glass Entrance Set Weather seal Closer with hold open function into existing opening & North Overhead Doors as seen from exterior Aluminum Insulated Glass Manual chain drive Weather seal into modified opening 4 5 6 Tasting Room Exit as seen from exterior Steel Insulated Insulated Glass Entrance Set Weather seal Closer with hold open function into new masonry opening 7 Mixing Room Overhead Door as seen from exterior Insulated Steel Panels Manual chain drive Weather seal into new masonry opening 8 Mixing Room Man Door as seen from exterior Insulated HM Door & Frame Entrance Set Weather seal Closer into new masonry opening 11 Water/Janitor as seen from North Solid wood flush Hollow Metal Frame Storeroom Set Silencers Wall Stop Armor plate on push side (plate not shown) new wood framed opening 12 Men's Restroom as seen from push side Solid wood flush Hollow Metal Frame Push Plate and Pull Silencers Pull-Side Closer Overhead Stop Kickplate new wood framed opening 14 Mechanical as seen from North Solid wood flush Hollow Metal Frame Storeroom Set Silencers Wall Stop new wood framed opening 13 Women's Restroom as seen from pull side Solid wood flush Hollow Metal Frame Push Plate and Pull Silencers Pull-Side Closer Wall Stop Kickplate new wood framed opening 17 Mechanical Room as seen from North Hollow Metal insulated Hollow Metal Frame Storeroom Set Silencers Overhead Stop new wood framed opening 18 Mixing Room Interior as seen from East 90-minute fire-rated Hollow Metal insulated Door Hollow Metal Frame - 8½" throat Storeroom Set (4) hinges Pull-Side Closer Smoke Seal new metal stud opening 19 Bedroom as seen from South Wood panel door Privacy Set Silencers Wall Stop new wood framed opening Qty: 2 20 Bedroom as seen from South Wood panel door Privacy Set Silencers Wall Stop new wood framed opening 3' - 1 ½" 15 / 1 6 " 7/8" 15 / 1 6 " 3' - 1 ½" 13/16" 1 1 / 1 6 " 15 / 1 6 " 15/16" Concrete grout jamb fill A Bedroom Emergency Egress as seen from exterior Aluminum Clad Wood Insulated Glass Casement Weather seal into new masonry opening Qty: 2 B Mixing Room as seen from exterior Glass Block into existing masonry opening Qty: 2 C All window dimensions shall be field verified prior to fabrication Openings Notes 1. Field verify all rough openings and finish wall thickness prior to ordering or fabrication of materials. 2. Door and window details indicate typical situations. Consult Architect regarding special conditions if encountered. 3. Run a continuous bead of sealant around all doors, windows, and other openings or joints. Leave adjacent surfaces clean. Provide backer rod where necessary. 4. Provide hardware finish samples for Owner's selection & Architect's review prior to ordering. 6. Provide blocking in framed walls for door stops, cabinetry, shelving, kitchen and toilet accessories, etc – Re: General Note 14 on Sheet A1 7. Where different floor finishes meet the transition at doors shall occur below door leaf in the closed position. Transitions shall be made using solid aluminum profiles from Schluter Systems with clear finish. 8. Panes of glass marked "T" on Window Elevations are to be tempered. Door and window supplier shall be responsible for bidding and supplying tempered unit as required by code, including but not limited to those shown. 12. Supplier shall be responsible for verification of all window quantities, window sizes, and rough opening sizes as related to matching door & window rough openings so that trim aligns. 13. All window elevations this sheet depict the exterior side of windows. 14. Aluminum Storefront, Aluminum Framed Windows, Aluminum Overhead Doors, and Brake Metal are to all have matching anodized finish to be selected by the Owner. Hardware Functions Passage Set -- Latch bolt always retracts by use of lever from either side. No lock. Lock Set -- When lock is deactivated, latch bolt retracts by use of lever from either side. When lock is activated, latch bolt retracts by use of lever from inside and use of key from outside. Lock is activated/deactivated by use of key from outside or use of button press on inside Entrance Set -- When lock is deactivated, latch bolt retracts by use of lever from either side. When lock is activated, latch bolt retracts by use of lever from inside and use of key from outside. When the button is pressed, the lock is activated, and is thereafter deactivated when either lever is turned. When the button is pressed and rotated, the lock remains activated until the button is turned back to it’s default position. Office Set -- When lock is deactivated, latch bolt retracts by use of lever from either side. When lock is activated, latch bolt retracts by use of lever from inside and use of key from outside. Lock is activated/deactivated by use of key from outside. Lock is activated by use of button on inside and deactivated by turn of lever on inside. Storeroom Set -- Latch bolt retracts by use of key outside or use of lever inside. Outside lever is always inoperative. Inside lever is always free for egress. Privacy Set -- Latch bolt retracts by use of lever from either side unless push- button is activated. The lock is deactivated by either use of lever from the inside of the door, or by use of emergency coin-turn or pin-insert on the outside. Classroom Set -- When lock is deactivated, latch bolt retracts by use of lever from either side. When lock is activated, latch bolt retracts by use of lever from inside and use of key from outside. Lock is activated/deactivated by use of key from outside. Lock is deactivated by turn of lever on inside. Lock can not be activated without key. Inside lever is always free for egress. Exit Set -- Blank plate outside. Latch bolt always retracts with use of lever from inside. 1 East Public Entrance as seen from exterior Insulated Hollow Metal Insulated Glass Entrance Set Weather seal Closer with hold open function into modified opening Reflected Ceiling Plan3Scale: 1/8" = 1'-0"north 0 2 4 8 12 16 WaterMenWomenOffice East Retail Tasting RoomMixing Room Mech 3'-0" 6' - 8 " 2'-6" 6' - 8 " 3'-0" 7' - 0 " 3'-4" 7' - 4 " 9 Mixing Room Exit Door as seen from exterior Insulated HM Door & Frame Entrance Set Weather seal Closer into new masonry opening 10 Stair Exit Door as seen from exterior Insulated HM Door & Frame Entrance Set Weather seal Closer into existing opening FIELD VERIFY RO DIMENSIONS 3'-0" 3'-4" 7' - 0 " 7' - 4 " 7' - 0 " 7' - 4 " 3'-0" 3'-4" 7' - 0 " 7' - 2 " 3'-0" 3'-4" 3'-0" 7' - 0 " 7' - 0 " 3'-0"3'-0" 7' - 0 " 3'-0" 6' - 8 " 6' - 8 " 6' - 1 0 " 3'-0" 3'-4" 15 Storage below Stair as seen from East 45-minute fire-rated Solid wood flush Hollow Metal Frame Storeroom Set Push-Side Closer Smoke Seal new wood framed opening 16 Bottom of Stair Interior as seen from West 45-minute fire-rated Solid wood flush Wire Glass & Rated Frame Lite Hollow Metal Frame Passage Set Push-Side Closer Smoke Seal new wood framed opening 3'-0" 3'-4" 7' - 0 " 7' - 2 " 7' - 0 " 7' - 2 " 3'-0" 3'-4" 4'-0" 4'-4" 7' - 0 " 7' - 2 " North Wall Block Existing 12" hollow block wall - no insulation Area: 1220 sf R-Value: 1.3 North Wall Furred Block wall - 2x4 furring with 3.5" polyurethane Area: 242 sf R-Value: 20.6 East Wall Block Existing 12" hollow block wall - no insulation Area: 523 sf R-Value: 1.3 East Wall Furred Block wall - 2x4 furring with 3.5" polyurethane Area: 181 sf R-Value: 20.6 South Wall Furred Block wall - 2x4 furring with 3.5" polyurethane Area: 235 sf R-Value: 20.6 South Wall Framed Existing 2x6 framing with FG batt - assumed Area: 225 sf R-Value: 19.0 South Wall Block Existing 12" hollow block wall - no insulation Area: 1001 sf R-Value: 1.3 West Wall Block Existing 12" hollow block wall - no insulation Area: 535 sf R-Value: 1.3 Upper Wall Framed Existing 2x6 framing with FG batt - assumed Area: 169 sf R-Value: 19.0 Flat Framed Roof Existing 2x10 framing with FG batt - assumed Area: 1212 sf R-Value: 30.0 Barrel Truss Roof Existing flat bottom chord - 4"± loose cellulose above and R11 FG batt below drywall ceiling Area: 1220 sf R-Value: 25.4 Man Door Insulated HM Area: 21 sf R-Value 12.0 U-Value 0.083 Man Door Insulated HM w/ halflite Area: 21 sf R-Value 3.23 U-Value 0.31 Overhead Door Insulated steel Area: 75 sf R-Value 10.0 U-Value 0.10 (2) Overhead Door ½" insul Low-E glass in polyurethane filled rails & stiles Area: 225 sf (total of both) R-Value 3.58 U-Value 0.28 Overhead Door ½" insul Low-E glass in polyurethane filled rails & stiles Area: 50 sf (total of both) R-Value 3.73 U-Value 0.27 Existing Sales Windows ½" insul assumed Area: 44 sf (total of both) R-Value 2.04 U-Value 0.49 New Egress Windows Pella alum clad Area: 37.5 sf (total of all three) R-Value 3.13 U-Value 0.32 Man Door Insulated HM w/ fulllite Area: 21 sf R-Value 2.86 U-Value 0.35 Existing Sales Windows ½" insul Area: 30 sf (total of both) R-Value 2.04 U-Value 0.49 Existing Windows vary in quality Area: 19 sf (total of all three) R-Value 2.00 U-Value 0.50 (2) Man Doors Insulated HM Area: 42 sf (total of both) R-Value 12.0 U-Value 0.083 Various Mechanical Openings Not all shown Area: 10 sf (approx total of all) R-Value 0.10 U-Value 10.0 Glass Block 4" thick Area: 29 sf (total of both) R-Value 1.54 U-Value 0.65 Existing slab ins not insulated Thermal Envelope Not to Scale Man Door Insulated HM w/ fulllite Area: 21 sf R-Value 2.86 U-Value 0.35 Refer to Mechanical and Electrical for new grille and lighting locations New gypsum board ceiling on bottom chord of trusses (not fire rated) Patch ceiling tiles at new wall construction Bedroom Soffit Detail5Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6” Existing roof construction Mechanical Equipment re: Mechanical 2x4 at 16"oc soffit framing with insulation as there is room for for sound atenuation 2x4 flat framing at 24"oc Corner bead ⅝" gypsum board - coordinate elevation with top of doors Bedroom wall construction with sound batt insulation 4/30/21 Sheet Number A8 Joseph E Calvin Date Sheet Title Openings and Reflected Ceiling Plan April 30, 2021 of 8 ES T E S P A R K D I S T I L L I N G CO M P A N Y 23 1 M o r a i n e 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 2 – 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 F i l e : " 2 1 0 2 C D " M o d i fi e d : F r i , A p r 3 0 , 2 1 P r i n t : F r i , A p r 3 0 , 2 1 D r a w n b y : J E C C h e c k e d b y : J E C ©2021 Noon Management PM-1 36652 04/30/21 P-0 36652 04/30/21 P-1.0 36652 04/30/21 P-1.1 36652 04/30/21 P-1.2 36652 04/30/21 M-0 36652 04/30/21 M-0.1 36652 04/30/21 M-1.0 36652 04/30/21 M-1.1 36652 04/30/21 36652 04/30/21 36652 04/30/21 36652 04/30/21 36652 04/30/21 36652 04/30/21