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Home My WebLink AboutCorrespondenceDave Argo From: Glenn Hartmann Sent: Tuesday, April 24, 2018 9:25 AM To: Dave Argo Subject: RE: Gianinetti Pole Barn - Carbondale Hi Dave: Thanks for the update on Gianinetti. Yes, my understanding is the facilities will be used for wedding type assemblies. Fire District will be a referral on the Land Use Change Permit applications. They are basically complete at this time and will be scheduled about 30 days out from when I get back. Traffic impact fees would be a good staff meeting conversation, as I don't think we've resolved that one. Hope my brief comments help a little. Have a great trip, the weather looks great for your stay here. Thanks. Glenn. From: Dave Argo Sent: Monday, April 23, 2018 5:05 PM To: Glenn Hartmann <ghartmann@garfield-county.com> Subject: Gianinetti Pole Barn - Carbondale Glenn: Hope you are enjoying New Orleans! Sorry to bother you, but I am currently reviewing plans for a new pole barn on Gianinetti's property over in Carbondale. This barn is located adjacent to an existing building and it looks as though it may be within (or at least close to) the floodplain. Andy said that you are currently working with Mark Chain on a Land Use Change Permit for this property and may be familiar with the potential requirements for a floodplain development permit. Additionally, per Andy's description of this LUCP attempting to bring Gianinetti's into compliance with their wedding ventures on this land, I also should ask about applicability of the following: a. Do you know if this building will be used for commercial purposes? b. Are there Road Impact Fees associated with this building's intended usage? c. Will local Fire District review of this building be required? If you have time to shoot me an email to let me know if it's appropriate to request a floodplain location on the site plan (provided by Boundaries Unlimited) for this project, I'd greatly appreciate it. Again, sorry for bothering you, but won't see you here in the office until next Monday. Thanks, Dave Argo Plans Examiner Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Tel: 970-945-8212 Ext. 1610 Email: daroo@parfield-countv.com Web: garfield-county.com CONFIDENTIALITY NOTICE: This email communication and any files transmitted along with it are intended only for the person or entity to which it is addressed. If you have received this email in error, please immediately notify the sender by email and delete it from your files. 1 COMMUNITY DEVELOPMENT 108 Eighth Street, Suite 401, Glenwood Springs, CO 81601 Tel: (970) 945-8212 Gianinetti Event Center Initial Building Code Review Comments Building Permit #BLCO-03-18-5162 Review By: Dave Argo, Plans Examiner April 25, 2018 After initial building plan review, the following items are either missing, require additional clarification, or otherwise need to be addressed prior to issuance of a Building Permit: Proposed Use of Facility: There is no indication on the Building Permit application or submitted drawings that building is intended for use as a community meeting facility or event center. If building is intended for public use, this needs to be clearly stated in the application for Building Permit and illustrated as such on drawings. With its apparent intended use, the building must comply with the commercial building code (2015 I.B.C.) Architect Stamp on Drawings: Per Colorado State Statutes, buildings with greater than 10 occupants must be wet -sealed by a Colorado licensed Architect — in addition to a Professional Engineer's wet seal for structural design (already on the drawings). If restrooms or other interior spaces, partitions or uses are intended for this building, these must be illustrated on Building Permit drawings including insulation & heating if applicable. Egress and accessibility requirements must also be addressed. Septic System Permit: If restrooms are to be included in the facility, the Applicant also needs to apply for a Septic System Permit at the time of Building Permit application. If an Engineered system, design criteria needs to be submitted to the Building Dept. at time of permit application, as well as final Engineer's installation report prior to final building inspection & certificate of occupancy. Floodplain Development Permit: The proposed building (as well as proposed septic system) is clearly located in the 100 -year floodplain and/or within the required 35 -foot setback from high water mark from adjacent water bodies. As such, the building permit cannot be issued prior to issuance of a Floodplain Development Permit for these proposed improvements. Land Use Change Permit: Prior to issuance of the Building Permit, a Land Use Change Permit must be issued by Garfield County's Community Development Dept. *Note: Plans will be held in our "Pending Projects" file until the above items have been addressed. Additional Items for Discussion include the following — Fire District Requirements: Building Dept. approval of the Building Permit will be contingent on compliance with local Fire District review and I.F.C. requirements. Final building inspection & certificate of occupancy will require final approval & sign -off from Fire District. Road Impact Fees: Building will be subject to road impact fees as adopted in December 2016, and these fees must be paid prior to release of the Building Permit. Garfield County COMMUNITY DEVELOPMENT 108 Eighth Street, Suite 401, Glenwood Springs, CO 81601 Tel: (970) 945-8212 Gianinetti Event Center Initial Building Code Review Comments Review By: Dave Argo, Plans Examiner Building Permit #BLCO-03-18-5162 April 25, 2018 After initial building plan review, the following items are either missing, require additional clarification, or otherwise need to be addressed prior to issuance of a Building Permit: Proposed Use of Facility: There is no indication on the Building Permit application or submitted drawings that building is intended for use as a community meeting facility or event center. If building is intended for public use, this needs to be clearly stated in the application for Building Permit and illustrated as such on drawings. With its apparent intended use, the building must comply with the commercial building code (2015 I.B.C.) Architect Stamp on Drawings: Per Colorado State Statutes, buildings with greater than 10 occupants must be wet -sealed by a Colorado licensed Architect — in addition to a Professional Engineer's wet seal for structural design (already on the drawings). If restrooms or other interior spaces, partitions or uses are intended for this building, these must be illustrated on Building Permit drawings including insulation & heating if applicable. Egress and accessibility requirements must also be addressed. Septic System Permit: If restrooms are to be included in the facility, the Applicant also needs to apply for a Septic System Permit at the time of Building Permit application. If an Engineered system, design criteria needs to be submitted to the Building Dept. at time of permit application, as well as final Engineer's installation report prior to final building inspection & certificate of occupancy. Floodplain Development Permit: The proposed building (as well as proposed septic system) is clearly located in the 100 -year floodplain and/or within the required 35 -foot setback from high water mark from adjacent water bodies. As such, the building permit cannot be issued prior to issuance of a Floodplain Development Permit for these proposed improvements. Land Use Change Permit: Prior to issuance of the Building Permit, a Land Use Change Permit must be issued by Garfield County's Community Development Dept. *Note: Plans will be held in our "Pending Projects" file until the above items have been addressed. Additional Items for Discussion include the following — Fire District Requirements: Building Dept. approval of the Building Permit will be contingent on compliance with local Fire District review and I.F.C. requirements. Final building inspection & certificate of occupancy will require final approval & sign -off from Fire District. Road Im act Fees: Building will be subject to road impact fees as adopted in December 2016, and these fees must be paid prior to release of the Building Permit. 4/20 6 p( s qu i& Woo 41f4 (Aka, i4 ctis 'NO- 5trKetwL u f l �.c a ti I; 49 a ki u Ev t Gcw1i-w v 0,„y,i i$ cliwtexkviti LW 0p `1$le 9w cti uia _ (per &4rn N.) RtftvIfoAped 25)101e ik44440 944+ f0 1,4444 I,,Gwi g 4 144w k h JMf Nort ufet- ; iv‘q) Dave Argo From: Dave Argo Sent: Wednesday, May 02, 2018 3:39 PM To: Bruce Lewis (bruce@bu-inc.com); Mark Chain (mchain@sopris.net) Cc: Glenn Hartmann Subject: Gianinetti Event Center - Bldg. Permit #BLCO-03-18-5162 Attachments: Gianinetti Event Center.pdf Bruce: Here's a digital version of the outstanding items we discussed earlier today that need to be resolved before we can issue a Building Permit for the Gianinetti Event Center building. As you requested, I have also copied Mark Chain with this information. Thank you for your assistance with this matter. Dave Argo Plans Examiner C.' . Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Tel: 970-945-8212 Ext. 1610 Email: dargo@garfield-county.com Web: garfield-county.com CONFIDENTIALITY NOTICE: This email communication and any files transmitted along with it are intended only for the person or entity to which it is addressed. If you have received this email in error, please immediately notify the sender by email and delete it from your files. 1 Dave Argo From: Dave Argo Sent: Monday, June 11, 2018 9:18 AM To: 'mark@mglandscapinginc.com' Subject: FW: Gianinetti Event Center - Bldg. Permit #BLCO-03-18-5162 Attachments: Gianinetti Event Center.pdf Mark: Here's the Memo I had previously emailed to Bruce Lewis & Mark Chain (May 2, 2018) with additional items required in order for us to finalize review of the Building & Septic permits for your project. Once we have received all of this supplemental information, we should be able to finalize our Building Dept. plan review, but we cannot issue a building/septic permit until the pending Land Use Change Permit has been issued by the Planning Dept. Per your request, I will reach out to Jessica at American Steel Structures to see if there's anything else we can do to assist them with their work. Thanks for your call — Dave Argo Plans Examiner C''L, . Garfield County Community Development Department 108 80" Street, Suite 401 Glenwood Springs, CO 81601 Tel: 970-945-8212 Ext. 1610 Email: dargo@garfield-county.com Web: garfield-county.com 71Gopr also sfit,.an -to BirlM'x. e. Oh (s/u1. CONFIDENTIALITY NOTICE: This email communication and any files transmitted along with it are intended only for the person or entity to which it is addressed. If you have received this email in error, please immediately notify the sender by email and delete it from your files. From: Dave Argo Sent: Wednesday, May 02, 2018 3:40 PM To: Bruce Lewis (bruce@bu-inc.com) <bruce@bu-inc.com>; Mark Chain (mchain@sopris.net) <mchain@sopris.net> Cc: Glenn Hartmann <ghartmann@garfield-county.com> Subject: Gianinetti Event Center - Bldg. Permit #BLCO-03-18-5162 Bruce: Here's a digital version of the outstanding items we discussed earlier today that need to be resolved before we can issue a Building Permit for the Gianinetti Event Center building. As you requested, I have also copied Mark Chain with this information. Thank you for your assistance with this matter. Dave Argo Plans Examiner CGarfield County 1 Community Development Department 1 Dave Argo From: Dave Argo Sent: Tuesday, June 12, 2018 4:32 PM To: Jess Pedersen (jess@sopris.net) Cc: 'mark@mglandscapinginc.com'; Andy Schwaller (aschwaller@garfield-county.com) Subject: Gianinetti Event Center - Permit #BLCO-03-18-5162 Attachments: Gianinetti Event Center.pdf; Commercial Application Checklist.pdf Jess: We recently received a copy of plans prepared by your office for the Gianinetti Event Center located at 343 County Road 166 in Carbondale. Unfortunately, these plans don't make direct reference to plans we had previously received for the pole barn structure as designed by Steel Structures America. We assume that your plans are derived from that pole barn structure? Please verify the source of your layout information and provide us with additional information which ties together your plans with the aforementioned structural layout plans. Also please illustrate pertinent structural layout dimensions, posts, etc. as shown on these structural plans. You may not be have received a copy of our previous supplemental information request originally forwarded to Bruce Lewis and Mark Chain on May 2, and I have attached a copy of that Memo to this email. In that Memo the Building Dept. informed the Owner's consultants that before we can process the building permit application for this structure, there are a number of outstanding items yet to be addressed — not least of which includes a set of plans wet -stamped by a Colorado licensed Architect (per Colorado state statutes) because this building is considered a commercial building and will be reviewed under the 2015 I.B.C. Even after considering the addition of your floor layout plan, there remains a significant number of missing information that will prevent us from finalizing our plan review and issuing a building permit for this project. These items include the following: • Site Plan including parking, walkways & accessibility features • Building Code Review/Summary including occupancy classification(s), construction type, means of egress/exits, and fire sprinkler system requirements (including local fire district review) • Specifications and/or detailing of walls, foundations, floors, ceilings • Insulation specifications at thermal envelope surrounding interior heated spaces • Windows & doors specifications • Heating sources & equipment for interior heated spaces • Accessibility requirements for site access and within building: egress, bathrooms, etc. per Chapter I.B.C., Chapter 11 and ICC/ANSI A117.1-2009 • Septic Permit — Engineered system may be required Please refer to the attached "Commercial Building Permit" application checklist for additional items and greater description of the above items. If you should have any questions, please do not hesitate to contact me. We appreciate your attention to this matter. Thank you — Dave Argo Plans Examiner CGarfield County Garfield County COMMUNITY DEVELOPMENT 108 Eighth Street, Suite 401, Glenwood Springs, CO 81601 Tel; (970,) 941-8212 Gianinetti Event Center Initial Building Code Review Comments Review By: Dave Argo, Plans Examiner Building Permit #BLCO-03-18-5162 April 25, 2018 After initial building plan review, the following items are either missing, require additional clarification, or otherwise need to be addressed prior to issuance of a Building Permit: Proposed Use of Facility: There is no indication on the Building Permit application or submitted drawings that building is intended for use as a community meeting facility or event center. If building is intended for public use, this needs to be clearly stated in the application for Building Permit and illustrated as such on drawings. With its apparent intended use, the building must comply with the commercial building code (2015 I.B.C.) Architect Stamp on Drawings: Per Colorado State Statutes, buildings with greater than 10 occupants must be wet -sealed by a Colorado licensed Architect — in addition to a Professional Engineer's wet seal for structural design (already on the drawings). If restrooms or other interior spaces, partitions or uses are intended for this building, these must be illustrated on Building Permit drawings including insulation & heating if applicable. Egress and accessibility requirements must also be addressed. Septic System Permit: If restrooms are to be included in the facility, the Applicant also needs to apply for a Septic System Permit at the time of Building Permit application. If an Engineered system, design criteria needs to be submitted to the Building Dept. at time of permit application, as well as final Engineer's installation report prior to final building inspection & certificate of occupancy. Floodplain Development Permit: The proposed building (as well as proposed septic system) is clearly located in the 100 -year floodplain and/or within the required 35 -foot setback from high water mark from adjacent water bodies. As such, the building permit cannot be issued prior to issuance of a Floodplain Development Permit for these proposed improvements. Land Use Change Permit: Prior to issuance of the Building Permit, a Land Use Change Permit must be issued by Garfield County's Community Development Dept. *Note: Plans will be held in our "Pending Projects" file until the above items have been addressed. Additional Items for Discussion include the following — Fire District Requirements: Building Dept. approval of the Building Permit will be contingent on compliance with local Fire District review and I.F.C. requirements. Final building inspection & certificate of occupancy will require final approval & sign -off from Fire District. Road Impact Fees: Building will be subject to road impact fees as adopted in December 2016, and these fees must be paid prior to release of the Building Permit. '`t ' . Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 (970) 945-8212 www.g_artield-county.com COMMERCIAL OR MULTI -FAMILY BUILDING PERMIT APPLICATION CHECKLIST COMMERCIAL OR MULTI -FAMILY BUILDING PERMIT APPLICATION CHECKLIST In order to understand the scope of work intended and to expedite the issuance of a permit, it is important that complete information be provided. Please review this document to determine if you have adequate information to design your project and to facilitate a plan review. All applications are required to be submitted in person. APPLICATION FORM: Please make sure the following information is provided on the application. • Parcel number obtained from the County Assessor's Office. • Job address (assigned physical address). • Legal Description: block, lot, tract, subdivision, filing, or section, township and range. • Owner's name, mailing address, phone, fax or cell. • Contactors name, mailing address, phone, fax or cell. • Architect and/or Engineer's name, mailing address, phone, fax or cell. • Building size, height, number of stories, lot size. • Use of building (Commercial). • Class of Work (New, Addition, Alteration, Repair, Demo, Move/ Relocation). • Detailed description of work. • Type of heating (natural gas, propane, electric, other). • Sewer system (Community or OWTS), also see other items below. • Garage (Attached or Detached). • Driveway permit (please see other items below). • Valuation (labor and materials), see attached worksheet. OTHER ITEMS: • If you anticipate obtaining a water -tap from the City of Rifle, please provide a letter indicating that the City will provide water service. Required to submit building permit application. • OWTS requires a septic permit application to be submitted with the building permit application. • A separate electrical permit must be obtained from the State of Colorado Electrical Board. • At the time of building permit submittal, you are required to show proof of legal and adequate access to the site. This may include proof of right to use a private easement, County Road & Bridge permit, or Colorado Department of Highway permit, including a Notice to Proceed. The County Road & Bridge Department can be reached at 970-625-8601. • If you anticipate excavating or grading prior to issuance of a building permit, you will be required to obtain a separate grading permit. • If you belong to a Homeowners Association it is your responsibility to obtain written approval, if required. • Provide copies of any Resolutions and/or Land Use Permits associated with this property. • Projects with more than 10 occupants require plans sealed by a Colorado Licensed Design Professional. Occupant Toad shall be calculated by IBC Table 1004.1. • A Colorado State Licensed Electrician and Plumber must perform installation and hook-ups. BUILDING PLANS: 2 sets of plans must be submitted. Plans must be 18"x24" minimum size, complete, identical, legible and to scale. Certain projects may also require a third copy of the plans be submitted to the local Fire District for review prior to permit issuance. All plans will be checked at the counter for completeness. If any of the required information is missing, the building permit application cannot be accepted. SITE PLAN: Please make sure the following information is provided on the site plan. • Property address/legal description. • North Arrow and Scale on each page. • Show all property Tines, building envelopes, flood plain and easements. • Provide setback distances from boundaries, buildings, septic, well and waterways. • Location and direction of the county or private road and driveway accessing the property. • Proposed and existing structures. Include sheds, barns, decks, patios and any other buildings. • Existing and proposed grade, positive drainage around structure (to be contained on site). • Streams, rivers, creeks, springs, ponds and ditches. • Existing and proposed wells, septic tanks, leach fields, and other systems (if applicable). • Retaining walls (engineer stamped detail required for walls over 4 ft., measured from bottom of footing to top of wall). NOTE: Any site plan depicting the placement of any portion of the structure within 50 feet of a property line or not within an established building envelope shall be prepared, stamped and signed by a licensed surveyor. For structures to be built within a building envelope, provide a copy of the recorded subdivision final plat with the proposed structure located in the building envelope. COVER SHEET: • Project identification. • Project address and/or legal description. • Design specifications to include building use and occupancy classification, type of construction, building height and area calculations, occupant load, and fire sprinkler systems. ARCHITECTURAL PLANS: Please provide the following information on the architectural plans. • Per C.R.S. 12-4-112; Structures designed with an occupant load exceeding 10 require Colorado State Licensed Design Professional stamped plans. • Minimum of 4 elevations (N,S,E,W). • Floor plans for each level, including dimensions and scale noted. • Clearly label each room or space (office, storage, mechanical, elevator, etc). • Wall types; clearly labeled and referenced. Identify all fire resistive wall construction. • Construction details for all fire resistive elements referenced on floor plans and cross sections. Include wall, floor/ceiling, roof/ceiling, shaft wall assemblies and structural frame. Provide the fire resistive listing number referenced on each assembly detail. (ex. UL P123) • Window and door sizes, types and operation and direction of swing noted on the floor plan. • Specify roof slope/pitch, roof covering and siding materials. • Energy design specifications/details for R -values, U -factors and SHGC's per IECC. • Stair and guard details specifying rise, run, height and spacing. • Accessibility; show compliance with accessibility requirements for all elements of the building per IBC, Chapter 11 and ICC/ANSI A 117.1, ADA, FHA, and UFAS. STRUCTURAL PLANS: Please provide the following information on the structural plans. • Per C.R.S. 12-4-112; Structures designed with an occupant load exceeding 10 require Colorado State Licensed Engineer stamped plans. • Engineered foundation design per soils report. Geotechnical report referenced. • Design specifications to include roof and deck snow load, wind and seismic design and frost depth. • Foundation plan showing complete footing and foundation dimensions. • Footing and foundation details specifying reinforcement referenced on plans. • Framing plans for each floor level and roof. All beams, columns, joists, rafters, trusses and all live/dead loads specified. • Framing /connection details referenced on plans. • Pre -manufactured structures require an engineer's stamp, signature and date. MECHANICAL PLANS: Please provide the following information on the mechanical plans. • Per C.R.S. 12-4-112; Structures designed with an occupant load exceeding 10 require Colorado State Licensed Engineer stamped plans. • Energy design calculations and details verifying compliance with the 2009 IECC. • Floor plans for each level showing size, location and materials of all ductwork, plenums, return and outside air intake registers. • Size and location of all combustion air ductwork and openings. • Size, type and termination of all gas appliance flues and vents. • Location of all fire and combination smoke/fire dampers. • Equipment schedule for all mechanical equipment (boiler, furnace, exhaust fans, etc.). • Commercial kitchen hood location, hood and duct sizes, CFM calculations. PLUMBING PLANS: Please provide the following information on the plumbing plans. • Per C.R.S. 12-4-112; Structures designed with an occupant load exceeding 10 require Colorado State Licensed Engineer stamped plans. • Floor plans for each level showing DWV layout and sizing, materials, slope and sewer location. • Water piping materials, length and size of pipe, water meter location, fixture unit demands, location and type of backflow prevention devices. • Gas piping materials, length and size of pipe, gas meter location and BTU/hour demands. • Additional piping plans for roof/deck drains, condensate, medical gas, etc. • Plumbing fixture schedule for all plumbing equipment. • Commercial kitchen plumbing fixtures, food preparation equipment, grease interceptors, etc. ELECTRICAL PLANS: Please provide the following information on the electrical plans. • Per C.R.S. 12-4-112; Structures designed with an occupant load exceeding 10 require Colorado State Licensed Engineer stamped plans. • Floor plans for each level showing location of lighting fixtures, switches, receptacles, emergency exit signs and lighting and panel location. • Diagram showing service entrance, conduit/wire size, main disconnect size, grounding electrode/conductor size, feeder conduit/wire size, transformers and generators. • Panel schedule showing bus/breaker sizes, circuit description, voltage, phase, amperage, etc. Dave Argo From: Dave Argo Sent: Tuesday, June 26, 2018 11:14 AM To: Bill Gavette (gavette@carbondalefire.org) Cc: Andy Schwaller (aschwaller@garfield-county.com) Subject: Gianinetti Event Center - Bldg. Permit #5162 Bill: Have you been contacted about the Gianinetti family's new "Event Center" building? Plans have been submitted to our office, and although it's gotten a little bogged down with land use approvals, the building permit is coming back on the front burner. The new pole barn structure is a little over 5,000 SF in size and is to be located on their property at343 County Road 166. Although we are still awaiting final plans & details to be submitted to our office, the building will serve as a "community hall" (including public restrooms) and appears to be Occupancy Group A-3, Type V -B construction. The 5,000 SF size puts it below the allowed 7,500 max. floor area per IFC, Section 903.2, Table A. Preliminary estimated occupant load — using 15 SF factor places overall occupant load below the 300 occupants threshold (per IBC, Section 903.2.1.3), so it doesn't appear to require sprinklers from a building code perspective. Although I previously informed Mark Chain —Gianinetti's planning consultant — that local fire district approval would be required, I thought it would be good to reach out to you for your thoughts about fire sprinkler requirements and any other issues. Andy & I are going to be meeting with Mark & Ernie Gianinetti this afternoon, so if you have any thoughts about this building feel free to give me a call or send an email. Thanks — Dave Argo Plans Examiner C_ Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Tel: 970-945-8212 Ext. 1610 Email: dargo@garfield-county.com Web: garfield-county.com CONFIDENTIALITY NOTICE: This email communication and any files transmitted along with it are intended only for the person or entity to which it is addressed. If you have received this email in error, please immediately notify the sender by email and delete it from your files. 1 Dave Argo From: Dave Argo Sent: Thursday, September 6, 2018 11:15 AM To: Rob Classen (drawbd@rof.net) Cc: Andy Schwaller (aschwaller@garfield-county.com) Subject: Gianinetti Event Center - Permit #BLCO-03-18-5162 Attachments: Accessible BR Clearances.pdf Rob: We are finalizing our review of plans prepared by your office for the Gianinetti Event Center located at 343 County Road 166 in Carbondale. We appreciate your building code analysis and related information regarding commercial use of this structure, but there are still some items lacking from these plans which prevent us from completing our review of this commercial use building. Several of these items were described in a prior Memo sent to the Owner's consultants — Mark Chain and Bruce Lewis — dated May 2 and others were addressed in a June 12 letter sent to another Architect who was previously involved in this project. More specifically, before we can finalize our review and process the building permit application for this structure we need to receive additional information regarding the following: • Accessible Bathrooms — As shown on current plans, the bathrooms do not appear to comply with minimum clearances for a wheelchair turning space into the accessible WC compartments per ICC/A117.1-2009 Sections 603.2 and 304 (see attached PDF) which requires either: (a) 60" turning radius, or (b) 60" T -turn space. Please review and verify compliance. • Storage Room — Plans indicate that the storage room accessed from the exterior and located adjacent to the women's dressing room is occupancy group 5-1 which requires a 2 -hour fire partition between the storage room and the adjacent A-2 occupancy (per IBC, Table 508.4). Unless there is a specific reason for the S-1 designation, it appears that this storage room could perhaps be considered as S-2 occupancy (with 1 -hour fire partition) or even an accessory use to A-2. Please clarify and/or provide any necessary supplemental information or revisions to our office concerning this issue. • Specifications and/or Detailing — Including walls, foundations, floors, ceilings and insulation at thermal envelope surrounding interior heated spaces. At least one Building Section needs to be submitted with information illustrating basic requirements described above and also including a description of exterior siding and roofing, which are not illustrated or specified in the current set of plans. • Window & Door Specifications — Sizes, hardware & thermal performance characteristics. • Heating and Ventilation Systems — Commercial buildings built in Colorado typically require Engineering of mechanical and plumbing systems. On this particular project, at a minimum we will need to see a descriptive of the proposed mechanical & plumbing systems proposed for use in this building. Simply noting that M/P systems are to be with a "design/build" approach is not acceptable by the Building Dept. for a commercial building. As part of this description, please identify how all plumbing fixtures within the building will be insulated and heated to avoid potential freezing. Please submit supplemental information and/or drawings regarding these items to our office at your earliest opportunity so we can complete our review and be ready to issue the building permit once all outstanding land use permit conditions have been met. We appreciate your attention to this matter. Thank you — Dave Argo Plans Examiner ICC A117.1-2009 COMMENTARY Chapter 6. Plumbing Elements and Facilities 603.2 Clearances. The intent of the clearance requirements is to assure that a person using a wheelchair can enter the room, close the door, access the fixtures and exit the room. It is important to understand that the clear floor space, or location where a wheelchair would sit when using a fixture, is permitted to overlap. However, the fixture itself cannot. overlap the clear floor space of another (Section 301.2, . 603.2.2 and 604.3.3). The most common mistake in public. single user toilet rooms is to locate the lavatory adjacent to the water closet and over the water closetclear floor space. With the lavatory at this location the clear floor space required for a side transfer to the water closet is not avail- able. Because the clear floor space at fixtures and the turn- ing space are permitted to overlap, portions of the turning space may extend underneath the lavatory (see commen- tary, Section 604.3.3 and Commentary Figure C603.2). Floor drains located in front of accessible plumbing .fix- tures can create slopes that cause undesired movement of a wheelchair or walking aid when using plumbing fixtures (see Section 305.2). If a room floor drain is provided, when designers are choosing the location, they should consider clear floor spaces and circulation routes within the room. 603.2.1 Turning Space. A turning space complying with Section 304 shall be provided within the room. The required turning space shall not be provided within a toi- let compartment. ❖ A 60 -inch (1525 mm) turning circle or a 60 -inch (1525 mm) T -turn space is required within the bathing room or toilet room. This ensures that persons using the room can turn to address each fixture or operable part they may need to access. These turning spaces can use knee and toe clear- ances under the lavatory or toe clearance at the water closet as indicated in Section 304.3. In multistall bathrooms, the only turning space provided within the room should not be within the accessible stall. If someone enters the room and the accessible stall is occu- pied, they may need to turn around and leave. It is permit- ted for there to be a turning space both within the room and inside and outside the stall. 30 X 48 IN. (760 X 1220 mm) CLEARANCE FOR LAVATORY 18.18 405.466 60X58 IN. 0525 X 1425 mm) CLEARANCE. AT WATER CLOSE MANEUVERING CLEARANCE AT DOOR 86 5 56 IN. (1525 X 1425 mm) /CLEARANCE AT WATER CLOSE I 16.18 30 X 48 IN. (760 X 1220 min} • CLEARANCE FOR LAVATORY NOTES MANEUVERING CLEARANCE AT DOOR (b) (a) 60 IN. (1525 mm) TURNING CIRCLE 30 X 48 IN. (760 X 1220 mm) MANEUVERING SPACE PAST DOOR SWING 60X56 IN. (1525 X 1425 mm ) CLEARANCE AT WATER CLOSET 60 IN. (1525 mm) TURNING CIRCLE 30 X 48 IN. (760 X 1220 mm) MANEUVERING SPACE PAST DOOR SWING 30 IN. (760 mm) IF ALCOVE IS 524 IN. (81.0 rrtn1 Ot7 P 3tr 0.G AL0I 8E Lit II Z4• SEEP !!!!! 30 5 48 IN. [780 X 1220 mm) CLEARANCE FOR LAVATORY 11$-18 1. MANEUVERING SPACES CAN OVERLAP. 2.A PLUMBING FIXTURE CANNOT BE IN THE MANEUVERING SPACE OF ANOTHER FIXTURE MANEUVERING (c) CLEARANCE AT DOOR FIGURE C603.2 EXAMPLES OF TOILET ROOM PLANS WITH OVERLAP 30 X 48 IN. (760 X 1220 mm) MANEUVERING SPACE PAST DOOR SWING 60 IN. (1525 mm) TURNING CIRCLE 6-5 Chapter 6. Plumbing Elements and Facilities ICC A117.1-2009 COMMENTARY 603.2.2 Door Swing. Doors shall not swing into the clear floor space or clearance for any fixture. EXCEPTIONS: 1. Doors to a toilet or bathing room for a single occupant, accessed only through a private office and not for common use or public use shall be permitted to swing into the clear floor space, provided the swing of the door can be reversed to comply with Section 603.2.2. 2. Where the room is for individual use and a clear floor space complying with Section 305.3 is pro- vided within the room beyond the arc of the door swing, the door shall not be required to comply with Section 603.2.2. In a multiuser bathroom, the locations where a person in a wheelchair may be sitting to use a fixture must be out of the swing of the door. This is to prevent the wheelchair from being struck when others leave or enter the room. Although not the best design alternative, the door may swing over the turning space within the room. The turning space is part of the accessible route, not a clear floor or ground space for a fixture. The intent of Exception 1 is to allow for bathrooms accessed only through a private office to have some items readily adaptable. Either the door can swing into the room if a 30 -inch by 48 -inch (760 by 1220 min) clear floor space will be available after the room is modified (Exception 2), or the door must be reversible to swing out of the room. In either case, the room must be sized so that it can be made accessible. A "bathroom for individual use" refers to a bathroom for private use by one individual at a time (single -occupant bathrooms with a water closet and lavatory) or in bathrooms provided for an individual who may need assistance ("fam- ily" or "assisted use" bathrooms). The door may encroach on all fixture -clear floor spaces in the bathroom because it is assumed that no one else will be using the fixtures as the door is being opened. However, a fixture cannot overlap the maneuvering space required for the door to the room. The 30 -inch by 48 -inch (760 by 1220 mm) clear floor space is required to be beyond the arc of the door swing to ensure that the person using the wheelchair is positioned to be able to enter the room and close the door. When a door opens into a bathroom, sufficient maneuvering space must be provided within the room for a person using a wheelchair to enter, close the door, use the fixtures, reopen the door and exit without undue difficulty (see Commentary Figure C603.2.3). 603.3 Mirrors. Where mirrors are located above lavato- ries, a mirror shall be located over the accessible lava- tory and shall be mounted with the bottom edge of the reflecting surface 40 inches (1015 mm) maximum above the floor. Where mirrors are located above coun- ters that do not contain lavatories, the mirror shall be mounted with the bottom edge of the reflecting surface 40 inches (1015 mm) maximum above the floor. EXCEPTION: Other than within Accessible dwelling or sleeping units, mirrors are not required over the lavatories or counters if a mirror is located within the 6-6 same toilet or bathing room and mounted with the bottom edge of the reflecting surface 35 inches (890 mm) maximum above the floor. + The normal eye level of a person using a wheelchair, 43 inches to 51 inches (1090 to 1295 mm), provides an angle of incidence sufficient for reflection from a mirror with a max- imum bottom edge of 40 inches (1015 mm) above the floor to have an adequate field of view to accomplish the desired activities while allowing for clearance over the backsplash on the lavatory or counter [see Commentary Figure C102(a)]. If mirrors are to be used by both ambulatory people and wheelchair users, design standards recommend that the top most edge be at a minimum 74 -inch (1880 mm) height. It would typically be considered best design practice to make the mirror over the accessible lavatory the accessible mirror, but a mirror in another location within the room, maybe even a full length mirror, would accommodate all people, including children. If a mirror is not located over the acces- sible lavatory or a counter, but in another location in the space, the bottom edge can be at a minimum of 35 inches (890 mm) above the floor because the lavatory or counter is not in conflict with the bottom edge of the mirror. 603.4 Coat Hooks and Shelves. Coat hooks shall be located within one of the reach ranges specified in Sec- tion 308. Shelves shall be 40 inches (1015 mm) mini- mum and 48 inches (1220 mm) maximum above the floor. The provisions for coat hooks and shelves within accessi- ble toilet rooms are consistent with those provisions for wheelchair and ambulatory accessible stalls in Section 604.8. These items are not required, but to provide equal access, if provided for general use, they should be installed in an accessible location. Note: In single -occupant toilet rooms, the door swing can overlap fixture clearances if wheelchair space is available beyond the arc of the door swing. FIGURE C603.2.3 DOOR SWING ICC A117.1-2009 COMMENTARY MAXIMUM % IN (13 mm) OPENINGS FIGURE C302.3(b) GRATE OPENINGS PERPENDICULAR TO DIRECTION OF TRAVEL 303 Changes in Level 303.1 General. Changes in level in floor surfaces shall comply with Section 303. •:° As used in the standard, a change in level is a change in the elevation of a walking surface. Typical examples would be a change in Floor surface from tile to carpet or door thresh- olds. 303.2 Vertical. Changes in level of 1/4 inch (6.4 mm) maximum in height shall be permitted to be vertical. Abrupt changes in elevation can create a significant barrier for a person using a wheelchair because of the small caster wheels on the wheelchair. Changes in elevation up to 1/4 inch (6 mm) can be negotiated by a person using a wheel- chair with minimal difficulty and do not present an unrea- sonable tripping hazard. The standard permits a vertical edge at the level change and does not require a beveled or special edge treatment (see Figure 303.2). 1/4 max 6.4 FIGURE 303.2 VERTICAL CHANGE IN LEVEL 303.3 Beveled. Changes in level greater than 1J,, inch (6.4 mm) in height and not more than 1/2 inch (13 mm) maximum in height shall be beveled with a slope not steeper than 1:2. Changes in elevation between '/4 inch and '12 inch (6.4 mm and 13 nun) cannot be as easily negotiated by a wheelchair. They create edges on the accessible route surface that can "catch" the small caster wheels on a wheelchair. Addition- ally, they present a greater potential tripping hazard because of the increased likelihood of a crutch tip or toe of a shoe catching the edge. For changes in elevation in this range, it is preferable that the entire edge be beveled as shown in Fig- ure 303.3(b) of the standard. However, by combining the provisions of Sections 303.2 and 303.3, it could be accept- able to bevel only the portion that is over '14 inch (6.4 mm) in height [see Figure 303.3(a)]. This permits the bottom '/4 Chapter 3. Building Blocks inch (6.4 Trim) of the edge created by the elevation change to be an abrupt vertical change and requires the remainder of the edge between '14 inch (6.4 mm) and `/ inch (13 mm) to be sloped or beveled at a slope no steeper than 1 unit verti- cal to 2 units horizontal (50 -percent slope). This is signifi- cantly steeper than is allowed for a ramp but is adequate for the limited rise. However, in no case may the combined changes in level exceed 1/2 inch (13 mm). 2 1/4 max. 6.4 1/4 —1/2 6.4 — 13 (a) 2 1L� (b) FIGURE 303.3 BEVELED CHANGES IN LEVEL 1/2 max. / 13 303.4 Ramps. Changes in level greater than 1/2 inch (13 mm) in height shall be ramped and shall comply with Section 405 or 406. Changes in level exceeding `/2 inch (13 mm) must comply with ramps, curb ramps or sloped walks. 304 Turning Space 304.1 General. A turning space shall comply with Sec- tion 304. This section provides the requirements for a space that will peuuiit a person using a wheelchair, scooter or other walk- ing aid to turn and change directions along their route of travel. The standard specifies where the turning space is actually required (see Sections 603.2.1, 612.3, 803.2, 807.2, 1002.3.2, 1003.3.2, 1102.3, 1105.5, 1108.4.3.1 and 1110.1 and see Commentary Figure C304.1). Turning Space in Rooms and Spaces • toilet/bathing facilities • dressing/fitting/locker rooms • transient lodging guest rooms • dwelling units (all rooms on accessible routes) • patient bedrooms • holding and housing cells • saunas and steam rooms • courtrooms (raised stations served by ramps) • certain recreation spaces m ■ FIGURE C304.1 TURNING CIRCLES REQUIRED 3-3 Chapter 3. Building Blocks ICC A117.1-2009 COMMENTARY 304.2 Floor Surface. Floor surfaces of a turning space shall comply with Section 302. Changes in level are not permitted within tho turning space. EXCEPTION: Slopes not steeper than 1:48 shall be permitted. ❖ Any type of cross slope steeper than 1:48 on the surface of a turning space can cause considerable difficulty in maneu- vering or propelling a wheelchair in a straight line. The 1:48 slope is for allowances to slope surfaces to drain or for material tolerances. For ease of use, abrupt changes in elevation (e.g., such as a change in flooring or a threshold) within the turning space should be avoided; however, if they are present, they must be limited to '/2 inch (13 mm) or less in accordance with Section 303. This is not intended to prohibit tile grout lines or rounded edges on wood deck boards. The reference to Section 302 would require the turning space to have a stable and firm surface. 304.3 Size. Turning spaces shall comply with Section 304.3.1 or 304.3.2. ❖ This section simply refers to both the circular space and the T-shaped space as acceptable methods for providing a turning space. The specific requirements for these two methods are found in Sections 304.3.1 and 304.3.2. The user and wheelchair shown in Commentary Figure C102(a) represent typical dimensions for a large adult 60 min 1525 (a) Circular 60 min 'r 1525 r 24 min 610 N.., L—, 12 min 305 36 min 915 E \12 min 305 (b) T-shaped FIGURE 304.3 SIZE OF TURNING SPACE 3-4 male. The space requirements in this standard are based on maneuvering clearances that accommodate most manual wheelchairs. Commentary Figure C102(a) provides a uni- form reference for design not covered by this standard. Sport or other special wheelchairs do not necessarily fall within the dimensions contained in this section. 304.3.1 Circular Space. The turning space shall be a circular space with a 60 -inch (1525 mm) minimum diameter. The turning space shall be permitted to include knee and toe clearance complying with Section 306. ❖ This section specifics a minimum space of 60 inches (1525 mm) diameter for a pivoting 180 -degree (3.14 rad) turn of a wheelchair. This space is adequate for turning around, but many people are not able to turn without repeated tries and bumping into surrounding objects [see Commentary Figure C304.3.1(a)]. 60 MIN 1525 60 -in (1525 -mm) Diameter Space To make a turn, both wheels are simultaneously turned in opposing directions within a 60 -inch (1525 mm) diame- ter. For electrically powered wheelchairs, coordination of this opposing wheel rotation, coupled with the longer wheel base typical of powered chairs, makes the full turn- ing space even more critical compared to a smaller, manu- ally operated wheelchair. The standard does permit objects such as lavatories, drinking fountains or any other item to encroach into the 60 -inch -diameter (1525 mm) circle provided the knee and toe clearances beneath such objects comply with Section 306 of the standard. See Section 306 for additional details and discussion. This will mean that when properly located, the space under an element may be usable when malting a turn. While not specified, good design would have the cir- cular turning space only rely on knee and/or toe clearance on one side of the circle, similar to the T -turn. Obstructions on more than one side would make turning more difficult, if not impossible [see Commentary Figure C304.3.1(b)]. ICC A117.1-2009 COMMENTARY \ TOE CLEARANCE (9 HIGH MIN) 229 FIGURE C304.3.1(b) CIRCULAR SPACE WITH OBSTRUCTIONS 304.3.2 T -Shaped Space. The turning space shall be a T-shaped space within a 60 -inch (1525 mm) minimum square, with arms and base 36 inches (915 mm) mini- mum in width. Each arm of the T shall be clear of obstructions 12 inches (305 mm) minimum in each direction, and the base shall be clear of obstructions 24 inches (610 mm) minimum, The turning space shall be permitted to include knee and toe clearance complying with Section 306 only at the end of either the base or cne arm. •: The T-shaped space permits the user to apprnach and turn within the space. The T-shaped space is every bit as acceptable as the circular space listed in Section 304-3.1. z 0 $0 MIN 1525 NOTE: Dashed lines indicate minimum length of clear space required on each arm of the T-shaped space in order to complete the turn, FIGURE C304.3.2(a) T -SHAPED SPACE Chapter 3. Building Blocks The layout of the T and the approach to it may be made from either direction on the arm or from the base. This type of turning space is commonly used at intersections of accessihle routes or within rooms or areas where cabinets or counters may be located in the spaces adjacent to the T [see Commentary Figure C304.3.2(a)]. As discussed in the commentary to Section 304.3.1, the T-shaped space may include knee and toe clearances beneath an object on one leg of the T as long as the knee and toe clearances are in compliance with Section 306. See Section 306 for addi- tional details and discussion [see Commentary Figure C304.3 .2(b)]. FIGURE C304.3.2(b) T -SHAPED SPACE WITH OBSTRUCTIONS 304.4 Door Swing. Unless otherwise specified, doors shall be permitted to swing into turning spaces. ❖ A door swinging through the turning circle will generally not create a problem because Section 404.2.4 requires maneuvering clearances around the door. This permits users to operate the door and then, once it is closed or out of the turning space, they are able to make their turn. 305 Clear Floor Space + Note that Section 104.4 states that the tens "floor surface" refers to the finished floor or ground surface as applicable. 305.1 General. A clear floor space shall comply with Section 305. ❖ This section ensures that a properly sized space is available for people to be able to position themselves for the use of accessible fixtures and facilities. The user and wheelchair shown in Commentary Figure C102(a) represent typical dimensions for a large adult male. The space requirements in this standard are based on maneuvering clearances that accommodate most manual wheelchairs. Commentary Fig- ure C102(a) provides a uniform reference for design not covered by this standard. Sport or other special wheel- chairs do not necessarily fall within the dimensions con- tained in this section. 3-5 TO: DAVE ARGO, PLAN EXAMINER GARFIELD COUNTY BUILDING DEPT. GLENWOOD SPRINGS, COLORADO FROM: ROB CLASSEN, ARCHITECT THE DRAWINGBOARD P.O. BOX 1227 GLENWOOD SPRINGS, COLORADO 81602 EMAIL: DRAWBD@ROF.NET PHONE: (970) 945-5025 PROJECT: GIANINETTI EVENT CENTER CARBONDALE, COLORADO PERMIT NO. BLCO-03-18-5162 DAVE, 9-14-18 RECEIVED GARFIELD COUNTY COMMUNITY DEVELOPMENT THIS LETTER IS IN RESPONSE TO YOUR PLAN REVIEW AND EMAIL ON THURSDAY, SEPTEMBER 06, 2018. THANK YOU FOR YOUR REVIEW AND COMMENTS IN REGARDS TO THE GIANINETTI EVENT CENTER. THE FLOOR PLANS HAVE BEEN MODIFIED AT THE REQUEST OF THE OWNERS. ALL ITEMS HAVE BEEN ADDRESSED AND ARE AS FOLLOWS: 1) ACCESSIBLE BATHROOMS: THE RESTROOM LAYOUT HAS BEEN CHANGED. ALL RESTROOM AREAS ARE ACCESSIBLE PER ICC/A117.1-2009 SECTION 603.2 AND 304. 2) STORAGE ROOM: THE STORAGE/MECHANICAL ROOM HAS BEEN REDUCED IN SIZE AND IS NOW A S-2 DESIGNATION WITH A ONE HOUR SEPERATION TO ADJACENT AREAS. 3) SPECIFICATIONS AND/OR DETAILING: A WALL SECTION HAS BEEN PROVIDED INDICATING THE EXTERIOR MATERIAL, SIDING, ROOFING, INSULATION, WALL CONSTRUCTION AND THERMAL ENVELOPE REQUIREMENTS FOR ALL HEATED AREAS. 4) WINDOW AND DOOR SPECIFICATIONS: ALL WINDOW AND DOOR SIZES AND LOCATIONS ARE SHOWN ON THE FLOOR PLANS, AND ARE AS FOLLOWS: WINDOWS: VINYL, SLIDING CLERESTORY WINDOWS. THERMAL -PANE. MINIMUM U VALUE = .35 MAN DOORS: THERMA-TRU DOORS. U VALUE = .26 OVERHEAD DOORS: NORTHWEST DOORS. 8'X8' DOORS HAVE A U VALUE = .27. 12'X14' GLASS DOORS HAVE A U VALUE = .31. SEE OWNER FOR HARDWARE SELECTION. 5) HEATING AND VENTILATION SYSTEMS: HEAT SYSTEM: GAS FIRED, IN -SLAB RADIANT HEAT. DESIGN BY OTHERS AND MANUFACTURER/SUPPLIER. SEE OWNER FOR DETAILS. VENTILATION SYSTEM: A VENTILATION SYSTEM FOR THE BUILDING MAY BE PROVIDED. DESIGN BY OTHERS. SEE OWNER FOR DETAILS. THE DRESSING ROOMS AND CATERER'S PREP AREAS HAVE BEEN MADE LARGER. THE ASSEMBLY AREA AND STORAGE/MECH. AREA HAVE BEEN REDUCED IN SIZE. THE NEW FLOOR PLAN DEPICTS THESE REVISIONS. THANK YOU FOR YOUR ATTENTION AND HELP REGARDING THIS PROJECT. PLEASE CALL ME IF YOU HAVE ANY QUESTIONS OR COMMENTS. SINCERELY, ;‘,agr‘Y ROB CLASSEN, ARCHITECT THE DRAWINGBOARD of pp 2 tl = = o- °u 0 0 1 aIlklamialun N 0 w Din _ 0g 0Q a 0oy�7 • gl L.J in ru Pn Z Encfn A3 z N al E X a In En 0, re J z z �W♦ 0 O V La 11.1 >>z re 0 zzel W �ita I n Q 5 H 6 3 0 '3 0 N C 2 F J 3 N 2 ❑ D 2 0 2 1- 2 0 Lu 0 3 2 u 0 lu 12'x' M 4 11 11 0%N nr. wk.. 0,00 P AEN \VALE MEQ#-I,/570r; \\'OMEN 4) 0 2y 11/I PJ1 42i1 LLQ ;GRAD Pl1Fc TOILET rAgrerron �IIx�N CLE,Ata LF7+.CE2 zb MEN ,,e-IFTCFar s L:16'41'4 • / 1.1 Yat{ -175 YL 2 �II ,SIGN -FTiCF4 L�rnNN� 7 L_ °LorG FAQ 0 'r .11 lM ,� s IlF.AteLG+•i VR32r1414- GKAO .fs,g) v71-410 F -i -!M iFSZL4 `)' L o--41 IL6p 411 81I 1 s k ''a aL ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES ICC 117.1-2009 r H1 1 1) 606.4 FAUCETS. FAUCETS SHALL COMPLY WITH SECTION 309. HAND OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM. 2) 808.5 LAVATORES NCH ENHANCED REACH RANGE WHERE ENHANCED REACH RANGE IS REQUIRED AT LAVATORIES, FAUCETS AND SOAP DISPENSER CONTROLS SHALL HAVE A REACH DEPTH OF 11 INCHES (280 MM) MAXIMUM OR IF AUTOMATIC, SHALL BE ACTIVATED WITHIN A REACH DEPTH OF 11 INCHES (280 MM) MAXIMUA4 WATER AND SOAP FLOW WHALL BE PROVIDED WITH A REACH DEPT OF 11 INCHES (280 MM) MAXIMUM. 3) E010 EJJWCCI6FDPIES ANDSLIZFA.0 S. WATER SUPPLY AND ORAINP)PES WIDER LAVATORIES AND SINKS SHALL BE INSULATEDOR OTHERSWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASi /E SURFACES UNDER LAVATORIES AND SINKS 2 1t alit sLiie 1 H2 1 oLiVio 5) SEE SECTIONS: 604.5, 609 GRAB BARS '3EcL_RELY ANa-r! G!'AFS L2/4.5 -V \ ALL A ,zol(c F?CV!1T 311/Ell -21t . 1Lllrf ? sL g_]rIHG • ••i{ YrYkIHL TYF' ; •P.I If rSiil d% �d . 116411 -- - 'I`1 '1 _=L p'r ACCESS. 1-13CC (E5TR1-Y h'1 F'!_AN -.7c-ALE %zll= lit a) P1otrura q Dispenser Below Oral Bar 1 IHa J T4 (b) Protruding DI$pamar Above Grab Bar WI R4eaea46 Disponi* 1) 801.7 CISPENSERS, TOILET PAPER DISPENSERS SHAD_ COWL,/ WTH SECTION 508.4. WHERE THE DISPENSER i5 LOCATED ABOVE THE GRAB BAR THE OUTLET OF THE DISPERSER VAIL BE LccATEu IMMO AN AREA 24 INCHES RAO fern III MO AND38 INCHES (910008) MAX)MUM FRIM SFIE REAR WALL WHERE RE DISPENSER IS LOCATED BELOW THE GRAB BAR, THE CUTLET OF THE DE:PENNER SHALL BE LOCATED WITHIN AN AREA 24 INCHES (510 MM) MINIMUM AND 42 INCITES (1055 MIA) MAJOMUM FROM THE REAR WALL. THE OUTLET OF THE DISPENSER 514AL.L BE LOCATED 18 INCHES (455 WA) MINIMUM ANC 48 INCHES (12281'R'1)MAXGMUAR ABOVE THE FLOOR, DISPENSERS SHALLCOMPLY WITH SECTION 8083. LASPENSERSF PAPERSHOT BE OF ATYPE THAT CONTROLCONTINUOUSDELIVERY.OR DO NOT ALLOW CONTINUOUS 15-18 380.405, 211) re B4 110.010 RECTANGULAR SHOWER CO3.1 MPARTMENT 903T 2 64, 12- 556-606 390 ma. 10- 1 340 - 080 FIG. 610.33 LSHAPED SHOWER COMPARTMENT SEAT H4AHDICAP RESTROOM NOTES 1) RESTROOM AND ACCESS TO MEET ALL IBC AND AMERICANS WITH 01SA8KTIE$ACT FOR HANDICAP REQUIREMENTS. CONTRACTOR TO REVIEW AND FOLLOW THESE REQUIREMENTS AS REQUIRED 2) PROVIDE GRAB BARRON SIDE AND BACK OF TOILET STOOL AS B0OWH, 6ECURELEY ATTACHED, 33' TO 38. ABOVE AND PARALLEL TTHEFLOOR- SDE GRAB BAR T BE MIH. 42' LONG WITH THE END POSITIONED 24'INMINT OF THE STOOL GRAB BAR AT THE. BACK70 DE MIN 36' LONG ARAB BAR8 SHALL HAVE AN OUTS10E DIAMETER OF NOT LESS THAN } 15' OR MORE THAN 1 14' AND SHALL PROVIDE A CLEARANCE OF 1 W BETWEEN THE DHABI/AR ANO AD}ACENT SURFACE PROVIDE BLCCKRPIO IN WALLS FOR GRAS DAR ATTACHMENT. 3) A VERTICAL GRAB BAR 161HCHES RN LENGTH SHALL SE MOUNTED MOTH THE BOTT OF THE BAR LOCATED 39 INCHES MINIMUM 1041 INNC3400 MAXIMUM ABOVE THE FINISHEDFLODR, AHO WITH THEGE1MTERLINE OF THE BAN LOCATED 39 INCHES T04 1NC31ES 00*20HUAI FROM THE HEAR WALL 4) EXCEPT FOR THE P1i01EOT72H.OF BOWLS AND WASTE PIPING. A CLEAR U SPACE 30' DI VADTH, 29' 1N NE30HT AND IT IN DEPTH. SHALL BE PROVIDED 0 90008 LAVATORY. 08VATRIE8 5083.0 SE MOUNTEOVNTTI THE RIM OR COUNTER HO4110H THAN 3148590E THE FINISHED FLOOR. 5) MIRRORS SHALL BE INSTALLED SO THAT THE BOTTOM OF THE MIRROR IS WITHIN 4U OF THE FLOOR. 6) ELECTRIC HAND ORY ERS, TOWEL AND DISPOSAL FIXTURES, IF PROVIDED. SHALL BE ACCE5882.E TO /HEHANOK',APPED AND INSTALLED MA7H8040. OF THE FLOOR. 709.61 PAPER DISPENSER SHALL SE MINIMUM 19' ABOVE THE FLOW_ 7) URINALS 5HALL8E STALL TYPE OR WALL HUNG OF PROVIDED) wort AN ELONGATED RIM ATAIAAXIMUM OF it ABOVE THE FINI8H56 FLOOR. AOL5IR SPACE 30"W10E BY48' DEEP 5HALL BE PROVIDED IN FRONT OF THE URINALS FLUSH CONTROLS 8344LL B0 HAND OPERATED ORAUTOMATC ANO SHALL Bc MOUNTED NO MORE THAN 44' ABOVE THE FINISHED FLOOR. B) THE HEIGHT OF 114E WATER CLOSETS DIAL LDE 1T' TO 19', MEASURED FROM THE TOP OF THE TOILET SEAT TO THE FINISHED FLOOR. E 9) ASC CRETTE OR TILE. WHICHS SHALL �E-TENDS UPWARD ONTO THEW *SMOOTH, NANG. LSATTLLEASST 9 SU 10) WALLS ADIACENT TO ANOVA:MIN 2 FEET OF U1231ALS AND WATER RECEIVE CERAMIC TILE ORCWALZCLOSETS HALL TOA F88504EiIHEJGHTOF 4'.O ABOVE FINISHED FLOOR 11) ALL EXPOSED HOT WATER PIPES TO BE INSULATED. 12) PROVIDE GOOSENECK FAUCETS WITH AERATOR AND 4' WRIST HANDLES ON ALL LAVATORY SINKS. 13) PROVIDE DUROCK CEMENT BOARD OR EQUAL IN ALL AREAS TO RECEIVE CERAMIC TILE 14) VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE 15) PROVIDE EXHAUST FANS OR MECHANICAL VENTILATION IN ALL BATHROOMS AS -REQUIRED. DRINKING FOUNTAIN NOTES ALL DRINKING FOUNTAINS OR WATER COOLERS SHALL MEET ALL IBC AND AWL AC FELE REQUIREMENTS. SPOUTS SHALL BE NO HIGHER THAN 36 INCHES MEASURED FROM TME FLOOR OR GROUND SURFACES TO THE SPOUT OUTLET THE SPOUTSOF DF1HKIING FOUNTAINS AND WATER COOLER-SEHALL BEAT THE FRONT OF TIE UNIT MO SHALL DIRECT THE WATER PLOW 81 A TRAJECTORY THAT IS PARALLEL DR NEARLY PARALLEL TOTHE FRONT OF THE UN11. THE SPOUT SHALL PROVIDE AFOLOW OF WATER AT LEAST 4111CHE8 MGH AS 10 ALLOW INSERTION OFA CUT' OR GLASS UNDER THE FLOW OF WATER. ON AN ACCESSIBLE DRINKING FOUNTAIN WITHA ROUND OR OVAL BOWL - THE sPOLIT OWLTHESRTUT MUST BE POSITIONED SD THE FLOW OF WATER IS WITHIN 31NCHES OF THE FRONT EDGE OF THE FOUNTAIN UNIT CONTROLS SHALL BE FRONT MOUNTED OR SIDE MOUNTED NEAR THE FRONT EDGE WALL AND POST MOUNTED CANTIL EVEREDmos SHALL HAVE A CLEAR KNEE SPACE BETWEEN THE BOTTOM OF THE APRON ANDTHE FLOOR OR GROUND AT LEAST27101C1$9 FLOOR SPADEam. 80 30 S WOE AND 17 O 30 INCHES BY 49 HICOIE TO ALLOWWHEELCHAIRSON A WHEELCHAIR T1024611E5 DEEP u10115 SHALL ALSO OACLEAR APPROACH THE UNIT FACING FORWARD. FREESTANDING OR BURT IN UNITS NOT HAVI8O AGLEAM SPACE UNDER THEM SHALL HAVE A CLEAR FLOOR SPACE AT LEAST 50 INCHES BYO wcHES THAT AL5 W A PERSON IN A WHEELCI W R TO MAKE A PARALLEL APPROACH T THE UNIT HANDICAP SHOWER ROOWIEMENTS SHOWER ENTRY OW0 VLXA IHC HAVE A MIUM INSLDE OF 36' IN WIDTH AND 38' IN OEH.1H A CLEAR SPICE OF 46' MI /MUM IN LENGTH MEASURED PERPENDICULAR FROM THE CONTROL WALL- AND 36' MINIMUM IN DEPTH SHALLBE PROVIDED ADJACENT TO THE OPEN FACE OF THE SHOWER COMPARTMENT. A FOLDING OR NOH{OLOIHG SEAT CWAPLYING IMOI ALL ICC AND ADA REGULATIONS SHALL BE PROVIDED ON THE WALL 000051TE THE CONTROL WALL THE TOP OF THE SEAT SHALL BE MOUNTED T IIr ABOVE THE THE SEAT ALL FLOOR. AOL.L SURFACES OF 1 N' SPACES ALL BE TED HORIZONTAL GRAB BARS SHALL BE PROVIDEBACROSS THE CONTROL WALL AND ON THE BACK WAIL TO A POINT 1S' FROM THE CONTROL WALL GRAB BARS T BE MOUNTED 33' TO 30' MIME THE SHO1ER'FLOOR VERTICAL 0840 BAR IT MINIMUM IN LENGTH SHALL SE PROVIDED ON THE CONTROL END WALL. 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Irk �M 164116 f- yM M» 1R..505Y 14116 864 R.7004 ZrEde 1 .,30.15.1416 +L. 66 I 010 fa 00111 hie. 0..10 5.401 0-153 • 0-153 Na 0110. -1530 Rblh .w 0.103 Nin Wo• .156 Ma 0.1®. 14110 Wu. 0-]01. N4 104 0-,141.61 .3000 0..0084 85031 .1.._ 11.10. y-.1. 0-0A"U-RA a - km v.4* 11.IT 14 .14,0 U. 0A 14 -WI 11.• . Y.050 4.010 11.141[1.1..1A11,•10 0.0.11 ,.myK VA.. OMR e --.ate 0.n 0•911161.41 0.0.0 u• Su 01*L 4.1. saw 11.534 0.050 e.w v..w u -(>•)l 11 w as 11.4'1011.. • 1:196•6•66919166,11.916.6 911+05m1xrwSoxvm M•..1.65.191+1.1=1.6 A�11.16wn6,666.911'.1.. 1•r. 66+016.116.e .--• .143 • 316.1166N16'69.6 1111910 f•LiW n.1.5m,,.5... ^.: :..awe+.... w....w41+rg.r. • .....r..s1.0.....seso.w•911..•..w•.l.'racro.w•1.1 fr-N• .�rmwn.e.a-w+Y.e•.�>✓16xr..9.nne 0.41 ..Yr. 1 e,y.w9....69616•'+. .0 ▪ 61.6.,6•.1010011.8 11.+-r+f•w•.•..a. •1m1�+91..61...91 6•.•,1.191. 1.11 a.lw..•'•.+Ir11.5..0 UPPER ROOF PRO -PANEL II METAL ROOF. ICE AND WATER SHIELD ON ALL OVERHANGS. #30 FELT UNDERLAYMENT OR EQUAL. 5!8" OSB SHEATHING. 2"X8" MANUFACTURED ROOF TRUSSES @12'-0' O.C., LIVE LOAD + DEAD LOAD = 55 PSF. DESIGN AND ENGINEERING BY MANUFACTURER. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS 2"XB" D.F. RAFTER PURLINS @24" O.C. - R-50.75, 7 25" SPRAY ON FOAM INSULATION, R-7/INCH FILL CAVITY. 1"X6'TAND G DECKING LOWER SHED ROOF PRO -PANEL II METAL ROOF ICE AND WATER SHIELD ON ALL OVERHANGS 930 FELT UNDERLAYMENT OR EQUAL. 518" OSB SHEATHING. 2'21B' D.F. RAFTERS 124' O.C. R•50.75, 728' SPRAY Q1! FOAM INSULATION, R-7/INCH, FILL CAVITY 1"X8' T AND G DECKING EXTERIOR WALLS PRO -PANEL II METAL SIDING OVER 2-X HORIZONTAL PURLINS. 2-X6.0 F STUDS G06' O.C. BETWEEN SUPPORT COLUMNS. (POLES). WALL INSULATION: R- 70.5. 1.e' SPRAY ON FOAM INSULATION, R-7ANCH, ON OUTSIDE SURFACE OF WALL, UNDER METAL SIDING. 3 5', R-11 FIBERGLASS BATT INSULATION IN FRAME WALL TOTAL WALL INSULATION: R-21.5 518" DRYWALL. SLAB 4' REINFORCED CONCRETE SLAB WITH THICKENED EDGE. PROVIDE SLAB CONTROL AND EXPANSION JOINTS, DESIGN BY OTHERS. IN -SLAB RADIANT, GAS FIRED HEAT. DESIGN BY OTHERS. R-15 MINIMUM. 3' RIGID INSULATION OVER 6 MILL VAPOR BARRIER OR TWO LAYERS BARRIER Xfi ROLLED INSULATION OR EQUAL. EACH LAYER TO BE RUN PERPENDICULAR TO ONE ANOTHER, TAPE ALL SEAMS. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS COMPACT GRAVEL BASE. U VALUES OF EXTERIOR OPENINGS WINDOWS: VINYL, SLIDING WINDOWS. U VALUE = .35 CLERESTORY. MAN DOORS: THERMA-TRU DOORS. U VALUE = .26 OVERHEAD DOORS:' 8'X8' DOORS. U VALUE = .27 12'X14' GLASS DOORS U VALUE _ .31 THE REQUIRED U VALUES FOR WINDOWS AND DOORS TO MEET A U VALUE OF .35. Garfield County Building Requirements Codes: 2015 18C, IBC, IFGC, IMC, IPC, 2009 IECC. Setbacks: Check subdMelone and zone district for setback requirements. Snowload (measured at the roolt Not ground): 40 PSF up to 7000IL elevation 30045E 7001-500011. 01l100.019511 75 PSF 8001-9000 B elevation 1111 PAF 9001-10000 0 elevation Seismic design category: B er C (See Figure R301.22) Weathering probability for concrete: Severe Termite infestation probability: None to slight Wind Speed: 115 mph (Ultimate Design) Wind Ezpakurer B or C Ise'socucn 113012.1 A) Fro.t Depth: 381nL1,121 m 0000rtdovnWn 42 Incites 900111 ele0a119n rend atom. Mora 0•slgrl T.mperalure: Minus 2107000B.: re loom 16 war 70005 elova0nn. Ale Freaking laden: 2560' Faays lc 70900.; war roan to be determined by Building Official Ica Shield undedaym.M required. M..n annual Tamp; Variable Meth 'lion: Wlrrdrn rickets U=.35; Skylights U=.6; TBL 402.1.1, 2009 IECC. Minimum R-Va11es• • Collings/root R values are R-30 stick bulli structures R30 log mnsulrcbon end steel taller 0514(1041+1100 wale R va5ra5 are R-20 vaod trerw. See Table 402 2 5 2009 IECC for steel framing • Floors R -values are R-30 or enough to fill cavity • Baseman Wo1 R-vstues aro R-10113 • Slab perimeter Revalues and depth is R-10124 In. • Crawl space wall R -value are R-10113 F113011 overi�1405044.111 W ululated R•30 excel:.Oh le rift 1ho cavlN. Vents slog 6v 10Safed 4MD Lh5 51o7gra(am510101 per IRC.Rao$-1. 65 an 7009110to 109141119 gooey, cree61pme wets 4hau be uemee5d 141114 Insulalld 1145111 the space Is j 1909SW te the outdoora.nd dwell01. requiresson13 o} IRC. 14-458.3. Gammen%Krug.) to 540.5. Imps In'Wallon 15 R•20e0dc07Mg'AoKnMist haYa minimum R•30 Insueeko. Tette procautk ro to posted 0w346041A Blase Woes. See TsNo 452.1,1 2009 IECC 707 excep8nns Nd dal9ss- 0 4_. 121 Ica u C4 a J Z2 L,L � () pg D 2 eu (U Dave Argo From: Bill Gavette <gavette@carbondalefire.org> Sent: Wednesday, September 19, 2018 7:16 PM To: Dave Argo Subject: RE: Gianinetti's New Barn & Event Center Dave, I agree with your conclusion regarding the fire sprinklers. I did meet with Ernie and his son Mitch. I'm not aware of any outstanding issues at this point. Thanks, Bill Gavette Deputy Chief Carbondale & Rural Fire Protection District www.carbondalefire.org 970-963-2491 FIRE• EMS •RESCUE From: Dave Argo [mailto:dargo@garfield-county.com] Sent: Tuesday, September 18, 2018 10:17 AM To: Bill Gavette Subject: Gianinetti's New Barn & Event Center Bill: I just wanted to double -back with you on Gianinetti's new barn and event center. It finally appears as though their land use change permit is nearing completion which will allow us, in turn, to finally issue a building permit. My recollection is that the last time we talked you had an upcoming meeting scheduled with Ernie at the site. As described in my 6/26/18 email to you, the 5,040 SF size and occupant load of < 300 for the A-2 Assembly occupancy doesn't seem to warrant inclusion of fire sprinklers. Have you also reached this same conclusion? Our building permit approvals we will include our typical condition of permit requiring sign -off from the local fire district prior to final building inspection & certificate of occupancy. Please let me know if you have any other concerns about this project. Thanks, Dave Argo Plans Examiner 1 Dave Argo From: Glenn Hartmann Sent: Monday, September 24, 2018 7:24 PM To: Dave Argo Subject: RE: Gianinetti Event Center Questions Hi Dave: Sorry about the delays in getting back to you. The Gianinetti Lodging File No. is LIPA-02-18-8614 The Gianinetti Community Meeting File No. is GAPA-02-18-8608 The Gianinettii Flood Plain Permit File is No. is FDPA-5-18-8653 The Driveway is off of a Town street. The conditions require a street/driveway approval from the Town. I have been advised that they have obtained the approval and will be providing documentation. I printed you out a hard copy of the soils report. I hope that covers it for now. The latest update from Mark Chain, a week ago reflected that they were making progress. I'll be in and out this week so we should have a chance to keep up to date. Thanks. Glenn. Glenn Hartmann, Principal Planner Garfield County Community Development 970-945-1377 x1570 ghartmann@garfield-county.com From: Dave Argo Sent: Tuesday, September 18, 2018 8:39 AM To: Glenn Hartmann <ghartmann@garfield-county.com> Subject: Gianinetti Event Center Questions Glenn: There are a few items that I need to get from you as I button up the Gianinetti Event Center building permit including: 1. Land Use Change Permit Number – Can you provide me with the GAPA number so I can reference in my Conditions of Permit? 2. Floodplain Development Permit Number – Also need the reference number for this permit. 3. Driveway Permit – Does this need to be completed by Applicant, or has Road & Bridge Dept. already signed off on the road access issues? 4. Soils Report – Do we have a copy of a soils report as part of the LUCP application materials? If so, can you provide me with a link to PDF so that I don't have to dig through the land use application? Thanks for your assistance! Dave Argo Plans Examiner C. Garfield County Community Development Department 1 Dave Argo From: Glenn Hartmann Sent: Tuesday, October 16, 2018 3:31 PM To: Sheryl Bower; Andy Schwaller; Dave Argo Subject: FW: Gianinetti Community Meeting Facility Land Use Change Permit From: Glenn Hartmann Sent: Tuesday, October 16, 2018 3:30 PM To: mchain@sopris.net Subject: Gianinetti Community Meeting Facility Land Use Change Permit Hi Mark: This email is to advise you that all conditions of approval contained in Resolution No. 2018-37, required prior to issuance of the Gianinetti Land Use Change Permit, have been met. The conditions have been satisfied by additional technical reports from Bruce Lewis, Engineer for the project, your Response Memo and attachments, and supplemental submittals including edits to the Noise Mitigation Procedures and Operational Policies. As noted in our phone conversation and your response memo other operational conditions will require ongoing compliance. In regard to the Weed Management Plan, approval of the plan and timing shall still be required by Steve Anthony, County Weed Manager. Thank you for Weed Management Concept document. I have briefly reviewed the document with Steve Anthony and additional details and timing are needed. We would like to wrap up this remaining operational condition as soon as possible and anticipate a response memo from Steve Anthony in the near future. As directed by Sheryl Bower, Director of the Community Development Document, the Land Use Change Permit will be added to the Board of County Commissioner's next available consent agenda, on November 3, 2018 for signature by the Chairman. Given that all conditions required prior to issuance of the permit have been met, Sheryl has approved the issuance of the Building Permit for the Community Meeting Event Barn at this time. This has been communicated to the Building Department and we have provided them copies of relevant documents including your floodplain permit and elevation certificate. You will receive a call from the Building Department as soon as the permit is ready to pick up. Please contact me with any questions. Thanks again for your work in addressing the conditions of approval. Sincerely, Glenn Hartmann, Principal Planner Garfield County Community Development 970-945-1377 x1570 ghartmann@garfield-county.com Dave Argo From: Bill Gavette <gavette@carbondalefire.org> Sent: Friday, February 1, 2019 11:52 AM To: Dave Argo Subject: RE: Gianinetti Event Center - Bldg. Permit #5162 Attachments: Conditions of Permit.pdf Follow Up Flag: Follow up Flag Status: Flagged Hi Dave, I was talking to the general contractor for the Gianinetti Event Center about fire alarm requirements and I would like to clarify item #4 of the Conditions of Permit. Based on the email below it is my understanding that it would be an Occupancy Group A-3. Conditions of Permit, Item #4 indicates an Occupancy Group A-2 with construction Type V -B (non-sprinklered). I think this is mostly technical but Item #4 may be contradictory based upon the occupant load. I think that A-3 is appropriate and consistent with IBC Section 303.4 as a "Community hall". Thanks, Bill Gavette Deputy Chief Carbondale & Rural Fire Protection District www.carbondalefire.org 970-963-2491 FIRE , EMS , RESCUE From: Dave Argo [mailto:dargo@garfield-county.com] Sent: Tuesday, June 26, 2018 11:14 AM To: Bill Gavette Cc: Andy Schwaller Subject: Gianinetti Event Center - Bldg. Permit #5162 Bill: Have you been contacted about the Gianinetti family's new "Event Center" building? Plans have been submitted to our office, and although it's gotten a little bogged down with land use approvals, the building permit is coming back on the front burner. The new pole barn structure is a little over 5,000 SF in size and is to be located on their property at343 County Road 166. Although we are still awaiting final plans & details to be submitted to our office, the building will serve as a "community Dave Argo From: Dave Argo Sent: Monday, February 4, 2019 8:38 AM To: 'Bill Gavette' Cc: Andy Schwaller (aschwaller@garfield-county.com) Subject: RE: Gianinetti Event Center - Bldg. Permit #5162 Attachments: Gianinetti OccGroup 2019-02-04.docx Bill: The A-2 Occupancy Group comes from plans submitted by the Architect, Rob Claussen (The Drawing Board), and that's why it is listed as such on our Conditions for Permit. A-2 also aligns with the IBC Occupancy classification for "Banquet Halls" and "... Similar Dining Facilities"(see attached). Is there a difference from a Fire Code perspective between the A-2 vs. A-3 Occupancy classification or is it really more semantics? Dave Argo Plans Examiner C Garfield County Community Development Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Tel: 970-945-8212 Ext. 1610 Email: dargo@garfield-county.com Web: garfield-county.com From: Bill Gavette [mailto:gavette@carbondalefire.org] Sent: Friday, February 1, 2019 11:52 AM To: Dave Argo Subject: RE: Gianinetti Event Center - Bldg. Permit #5162 Hi Dave, I was talking to the general contractor for the Gianinetti Event Center about fire alarm requirements and I would like to clarify item #4 of the Conditions of Permit. Based on the email below it is my understanding that it would be an Occupancy Group A-3. Conditions of Permit, Item #4 indicates an Occupancy Group A-2 with construction Type V -B (non-sprinklered). I think this is mostly technical but Item #4 may be contradictory based upon the occupant load. I think that A-3 is appropriate and consistent with IBC Section 303.4 as a "Community hall". Thanks, Bill Gavette Deputy Chief Carbondale & Rural Fire Protection District www.carbondalefire.org 970-963-2491 1 CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION User note: Code change proposals to sections preceded by the designation [FJ will be considered by the International Fire Code Development Committee during the 2016 (Group B) Code Development Cycle. See explanation on page iv. SECTION 301 GENERAL 301.1 Scope. The provisions of this chapter shall control the classification of all buildings and structures as to use and occupancy. SECTION 302 CLASSIFICATION 302.1 General. Structures or portions of structures shall be classified with respect to occupancy in one or more of the groups listed in this section. A room or space that is intended to be occupied at different times for different purposes shall comply with all of the requirements that are applicable to each of the purposes for which the room or space will be occupied. Structures with multiple occupancies or uses shall comply with Section 508. Where a structure is proposed for a purpose that is not specifically provided for in this code, such structure shall be classified in the group that the occupancy most nearly resembles, according to the fire safety and rela- tive hazard involved. 1. Assembly (see Section 303): Groups A-1, A-2, A-3, A-4 and A-5. 2. Business (see Section 304): Group B. 3. Educational (see Section 305): Group E. 4. Factory and Industrial (see Section 306): Groups F-1 and F-2. 5. High Hazard (see Section 307): Groups H-1, H-2, H-3, H-4 and H-5. 6. Institutional (see Section 308): Groups I-1, I-2, I-3 and I-4. 7. Mercantile (see Section 309): Group M. 8. Residential (see Section 310): Groups R-1, R-2, R-3 and R-4. 9. Storage (see Section 311): Groups S-1 and S-2. 10. Utility and Miscellaneous (see Section 312): Group U. SECTION 303 ASSEMBLY GROUP A 303.1 Assembly Group A. Assembly Group A occupancy includes, among others, the use of a building or structure, or a portion thereof, for the gathering of persons for purposes such as civic, social or religious functions; recreation, food or drink consumption or awaiting transportation. 2015 INTERNATIONAL BUILDING CODE® 303.1.1 Small buildings and tenant spaces. A building or tenant space used for assembly purposes with an occupant load of less than 50 persons shall be classified as a Group B occupancy. 303.1.2 Small assembly spaces. The following rooms and spaces shall not be classified as Assembly occupancies: 1. A room or space used for assembly purposes with an occupant load of less than 50 persons and accessory to another occupancy shall be classified as a Group B occupancy or as part of that occupancy. 2. A room or space used for assembly purposes that is less than 750 square feet (70 m2) in area and acces- sory to another occupancy shall be classified as a Group B occupancy or as part of that occupancy. 303.1.3 Associated with Group E occupancies. A room or space used for assembly purposes that is associated with a Group E occupancy is not considered a separate occu- pancy. 303.1.4 Accessory to places of religious worship. Accessory religious educational rooms and religious audi- toriums with occupant loads of less than 100 per room or space are not considered separate occupancies. 303.2 Assembly Group A-1. Group A-1 occupancy includes assembly uses, usually with fixed seating, intended for the production and viewing of the performing arts or motion pic- tures including, but not limited to: Motion picture theaters Symphony and concert halls Television and radio studios admitting an audience Theaters 303.3 Assembly Group A-2. Group A-2 occupancy includes assembly uses intended for food and/or drink consumption including, but not limited to: *Banquet halls Casinos (gaming areas) Nightclubs MO Restaurants, cafeterias and similar dining facilities (including associated commercial kitchens) Taverns and bars 303.4 Assembly Group A-3. Group A-3 occupancy includes assembly uses intended for worship, recreation or amusement and other assembly uses not classified elsewhere in Group A including, but not limited to: Amusement arcades Art galleries Bowling alleys Community halls 41