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HomeMy WebLinkAboutConditions of Permit - Plan AttachmentsGarfield County Building Department 108 8th Street Suite 401 Glenwood Springs, CO, 81601 970-945-8212 Project Description: BLCO-03-22-7400 New 170' W x120' H Steel Bldg 5 Unit Airplane Hangar Date: Friday, 17 Jun 2022 Project Location: 375 CO CR 352 - Leased Parcel P16EA - Garfield County Airport Rifle CO Owner: Garfield County BOCC 375 CO CR 352 970.625.1091 Lessee: Garco Premier Hangars PO Box 188 Rifle CO 81650 970.625.0208 Construction by: Tally Ho Construction PO Box 188 Rifle CO 81650 970.625.0208 Architect: Jeff Johnson Architectural PC 138 E. 3rd St Rifle CO 81650 970.625.0580 Engineer: Foundation: Engineering Technical Services 2721 469Th Ave Tea, SD 57064 605.498.1290 Metal Building: Sentinel Mark Woebecke 237 S. 4th St. Albion NE 668620 800,327.0790 Code Study by: Cadfish LLC - BLS 970.618.0230 cadcode@hotmail.com This code study is based on the 2015 International Building Code by ICC using Plan Analyst. www.p lananalyst.com The following code analysis and conditions are based on the 2015 International Building Code and other applicable Codes, including but not limited to the the International Fire Code 2015, International Fuel Gas Code 2015, the International Mechanical Code 2015, the International Energy Conservation Code 2015 and the current Edition of the National Electric Code as adopted by the State of Colorado and regulations as adopted and amended by Garfield County. Any and all deviations from the original plans and specifications approved by the Building Department shall be submitted to the Building Department for approval prior to installation. The purpose of this review is to provide for minimum protection of life, limb, health, property, environment and for the safety and welfare of the consumer and general public as regulated by the 2015 International Building Code and other applicable Codes, including but not limited to the the International Fire Code 2015, International Fuel Gas Code 2015, the International Mechanical Code 2015, the International Energy Conservation Code 2015, the current Edition of the National Electric Code, and, other applicable Codes and regulations as adopted and amended by the Town of Basalt. The Focus of this review and correction list is the life safety provisions of the 2015 International Building Code. Other referenced codes are only spot checked or reviewed by others. These conditions are part of the Building Permit and shall be resolved prior to issuance of a the Building Permit for the project. The approval of plans and specifications does not permit the violation of any section of the International Building Code(s) and other applicable Codes adopted and amended by Garfield County, and, any applicable federal, state or local regulations. NOTE: – PRIOR TO CONSTRUCTION, PROVIDE A COPY OF THE STORMWATER DISCHARGE PERMIT TO THE GARFIELD COUNTY COMMUNITY DEVELOPMENT DEPARTMENT FOR APPROVAL. – PRIOR TO POURING ANY CONCRETE PROVIDE APPROVAL FROM THE GARFIELD COUNTY AIRPORT MANAGER, ACTING ON BEHALF OF THE GARFIELD COUNTY BOARD OF COUNTY COMMISSIONERS, OF THE PROPERTY SURVEY, SITE PLAN, AND LEASE AGREEMENTS TO VERIFY SITE LOCATION AND SIZE, AND CONSISTENCY OF THESE DOCUMENTS. – OPEN HOLE SOILS REPORT IS REQUIRED AT FOOTING INSPECTION. – THE LOCAL FIRE DISTRICT SHALL APPROVE THE PLANS OF OF THE FIRE SUPPRESSION SYSTEM, ALARM SYSTEM, AND FIRE EXTINGUISHER LOCATIONS PRIOR TO INSTALLATION, AND OTHER PERTINENT IFC REQUIREMENTS. FIRE DISRICT INSPECTION AND APPROVALS OF THESE SYSTEMS AND A FINAL REPORT OF APPROVAL IS REQUIRED – THE PROJECT ENGINEER OF RECORD SHALL INSPECT ALL EXTERIOR CONSTRUCTION RELATED TO INFRASTRUCTURE/CIVIL IMPROVEMENTS. A FINAL REPORT IS REQUIRED FOR CERTIFICATE OF OCCUPANCY. – SPECIAL INSPECTION IS REQUIRED FOR FOR BOLTS IN CONCRETE, HIGH STRENGTH BOLTING, FIELD WELDING AS BY CH 17 IBC 2015 AND AS OTHERWISE REQUIRED BY CH. 17 IBC 2015 AND BY THE PROJECT REGISTERED DESIGN PROFFESSIONIONAL'S STATEMENT OF SPECIAL INSPECTIONS (TO BE PROVIDED PRIOR TO POURING ANY CONCRETE). – STORAGE OF HAZARDOUS MATERIALS SHALL BE PER 2015 IBC AND IFC REQUIREMENTS. – ELECTRICAL ROUGH IN INSPECTION APPROVAL IS REQUIRED PRIOR TO FRAMING INSPECTION AND ELECTRICAL FINAL INSPECTION IS REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY BY THE STATE ELECTRICAL INSPECTOR. – THIS PROJECT SHALL BE CONSISTENT WITH AND CONFORM TO THE APPLICABLE LAND DEVELOPMENT CODE PROVISIONS OF GARFIELD COUNTY BASIC BUILDING DESCRIPTION: Type of Construction = IIB Building has an NFPA13 sprinkler system. (903.3.1.1) NFPA 409 Allowable area and height based on different uses not being separated by fire barriers. Most restrictive height and area used. (508.3.2) ADDRESS IDENTIFICATION: Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that is visible from the street or road fronting the property. Characters shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches high and not less than 0.5 inch wide. They shall be installed on a contrasting background. When required by the fire official, address numbers shall be provided in additional approved locations. When access is by a private road and the building address cannot be view from the public way, a monument, pole or other approved sign shall be used to identify the structure. (501.2) SITE DESCRIPTION: (506.3.2 and 202 FIRE SEPARATION DISTANCE) The north side has a public way. Distance to public way = 30.0 ,width = 30.0 Length of perimeter facing the public way = 120.0 This side can be accessed from a street or approved fire lane. The east side has a lot line. Distance to lot line = 90.0 Length of perimeter facing lot line = 170.0 This side is not accessible from a street or approved fire lane. The south side has a lot line. Distance to lot line = 30.0 Length of perimeter facing lot line = 120.0 This side is not accessible from a street or approved fire lane. The west side has a lot line. Distance to lot line = 35.0 Length of perimeter facing lot line = 170.0 This side is not accessible from a street or approved fire lane. Perimeter of the entire building = 580.0 feet. Perimeter which fronts a public way or accessible open space = 120.0 feet. Weighted average of the width of public way or accessible open space = 60.0 feet. (506.3.2) Allowable area increased .00% due to frontage. (506.3) HEIGHT OF BUILDING: Actual height of building = 40.00 ft Allowed building height = 75.00 ft The height is within the allowed height. (504.1 and Table 504.3) BUILDING INTERIOR: ALLOWABLE AREA AND HEIGHT: FL NAME OCC MAX FLR AREA ALLOWED* RATIO STATUS --------------------------------------------------------------------- F1 AircraftHangerA5 S1 3 3300 70000 0.05 OK F1 AircraftHangerA4 S1 3 2750 70000 0.04 OK F1 AircraftHangerA3 S1 3 3300 70000 0.05 OK F1 AircraftHangerA2 S1 3 5525 70000 0.08 OK F1 AircraftHangerA1 S1 3 5525 70000 0.08 OK TOTAL FOR FLOOR 20400 70000 0.29 OK BUILDING TOTAL 20400 70000 0.29 OK Notes: Allowable area is based on Table 506.2 and Section 506. Allowable number of stories is based on Table 504.4 and Section 504 *Maximum allowable Fire Area is 40,000 SF. Table 412.4.6 EXIT REQUIREMENTS: NAME NUMB MIN MIN CORRIDOR MAX OF OF NUMB EXIT PANIC DOOR FIRE TRVL FL AREA OCC EXIT WDTH HDWR SWNG RATING DIST NOTES ----------------------------------------------------------------------- - F1 AircraftHangerA5 7 2 1 no any N/A 250 2 F1 AircraftHangerA4 6 1 .8 no any N/A 250 F1 AircraftHangerA3 7 2 1 no any N/A 250 2 F1 AircraftHangerA2 11 2 1.7 no any N/A 250 2 F1 AircraftHangerA1 11 2 1.7 no any N/A 250 2 TOTAL 1st FLOOR 41 2 6.1 no any N/A 250 5 FOOTNOTES: 2. Two exits are required from this area since the common path of egress limits in Table 1006.2.1 5. Number of exits from this floor is based on Section 1006.3.2 NOTES FOR EXIT TABLE: Door swing is based on Section 1010.1.2 Occupant load is based on Section 1004 and Table 1004.1.2 Exit width is in inches and based on Sections 1005.3.1 and 1005.3.2 For the minimum width of stairways, see Section 1011.2. Exits shall be continuous from the point of entry into the exit to the exit discharge. (1003.6) DOOR SWING EXCECPTIONS: Exception 5: Revolving doors complying with Section 1010.1.4.1 Exception 6: Horizontal sliding doors complying with Section 1010.1.4.3 Exception 7: Power-operated doors complying with Section 1010.1.4.2 EXIT WIDTH NOTES: Exit width is in inches and based on Section 1005.2 Width shown for all areas is based on other egress components. (1005.3.2) Width shown for 1st floor is based on other egress components. (1005.3.2) Width shown for other floors & basements is based on stairways. (1005.3.1) For the minimum width of doors, see Section 1010.1.1. EGRESS CONTINUITY: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component. (1003.6) EXIT SEPARATION: In areas where 2 exits are required, the minimum separation is 1/3 of the maximum diagonal of the area or floor measured in a straight line between exits or exit access doorways. (1007.1.1, Exception 2) Multiple means of egress shall be sized such that the loss of any one means of egress shall not reduce the available capacity by more than 50 percent. (1005.5) MEANS OF EGRESS ILLUMINATION: 1. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. (1006.1) 2. The means of egress illumination shall not be less than 1 foot-candle at the walking surface level. (1006.2) See section 1006.3 for emergency power requirements. EXIT SIGNS: Signs shall be placed where the exit or the path of egress travel is not readily visible. No point in a corridor or passageway to be more than 100 feet from an exit sign. (1013.1) Exception 2: Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. A sign stating EXIT in raised characters and Braille shall be provided adjacent to each exit door. (1013.4) Exit signs shall be internally or externally illuminated. (1013.3) Exit sign shall be illuminated at all times including during loss of primary power. (1013.5 & 1013.6.3) ADDITIONAL DOORS: Where additional doors are provided for egress purposes, they shall conform to the requirements in Section 1010. (1010.1) LANDINGS AT DOORS: 1. There shall be a floor or landing on each side of a door. (1010.1.5) 2. Such floor or landing shall be at the same elevation on each side of the door. (1010.1.5) 3. The floor or landing shall not be more than 1/2 inch lower than the threshold. (1010.1.7) 4. Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half of the required width. The minimum length in the direction of exit travel is 44 inches. (1010.1.6) 5. The space between two doors in series shall be 48 inches plus the width of door swinging into the space. (1010.1.8) BOLT LOCKS: Manually operated flush bolts and surface bolts are not permitted. (1010.1.9.4) Exception 3: Where a pair of doors serves an occupant load of less than 50, manually operated edge- or surface-mounted bolts are permitted on the inactive leaf. The inactive leaf shall contain no doorknobs, panic bars or similar operating hardware. Exception 4: Manually operated edge- or surface-mounted bolts are permitted on the inactive leaf provided such inactive leaf is not needed to meet egress width requirements. The inactive leaf shall contain no doorknobs, panic bars or similar operating hardware. Exception 2: Where a pair of doors serves a storage or equipment room, manually operated edge- or surface-mounted bolts are permitted on the inactive leaf. The unlatching of any door or leaf shall not require more than one operation. (1010.1.9.5) Exception 2: Where manually operated bolt locks are permitted. Exception 3: Doors with automatic flush bolts as permitted. LOCKS AND LATCHES: Egress doors shall be readily openable from the egress side without the use of a key or any special knowledge or effort. (1010.1.9) Locks and latches shall be permitted to prevent operation where any of the following exists: (1010.1.9.3) 2. The main door or doors in Group B, F, M and S areas are permitted to be equipped with key operating locking devices from the egress side provided: 2.1 The locking device is readily distinguishable as locked. 2.2 A readily visible durable sign is posted on the egress side stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED 3. Where egress doors are used in pairs, automatic flush bolts shall be permitted to be used, provided the door leaf having the automatic flush bolts has no doorknob or surface-mounted hardware. 5. Fire doors after the minimum elevated temperature has disabled the unlatching mechanism. RAMP REQUIREMENTS: 1. The minimum width is 44 inches. If a ramp serves an occupant load of 50 or less, it may be 36 inches wide. If the ramp is serving a high occupant load, check exit table above for required width. (1012.5.1 & Table 1020.2) 2. If the ramp is part of the means of egress, the maximum slope is 1:12. All other ramps may have a slope of 1:8 or less. (1012.2) 3. The rise for any ramp shall be 30 inches maximum. (1012.4) 4. Landings shall be provided at the top, bottom, points of turning and at doors. (1012.6) Landings shall have a length of at least 60 inches in the direction of travel. (1012.6.3) Exception 2: Where the ramp is not part of accessible route, the length is not required to be more than 48 inches. 5. Where changes in direction of travel occur at landings, the landing shall be 60 inches by 60 inches minimum. (1012.6.4) 6. The surface shall of slip-resistant materials that are securely attached. (1012.7.1) 7. Handrails shall be per Section 1014. (1012.8) See handrail requirements in stair requirements. 8. A curb, rail, wall or barrier shall be provided that prevents the passage of a 4-inch diameter sphere, where any portion of the sphere is within 4 inches of the floor or ground surface. (1012.10.1) 9. The floor or ground surface of the ramp run or landing shall extend 12 inches minimum beyond the inside face of a handrail. (1012.10.2) BUILDING ACCESSIBILITY: Accessible entrances and accessiblilty within the building shall comply with Sections 1104 and 1105. On floors where drinking fountains are provided, accessible drinking fountains shall be provided. No fewer than 2 drinking fountains shall be provided. One shall comply with the requirements for people in a wheelchair and one for standing persons. (1109.5.1) MINIMUM NUMBER OF PLUMBING FIXTURES: (2902.1) NUMBER WATER CLOSETS LAVATORIES DRINKING FL NAME OF AREA OCC MALE FEMALE MALE FEMALE FOUNTAINS --------------------------------------------------------------------- F1 AircraftHangerA5 7 1 1 1 1 1 F1 AircraftHangerA4 6 1 1 1 1 1 F1 AircraftHangerA3 7 1 1 1 1 1 F1 AircraftHangerA2 11 1 1 1 1 1 F1 AircraftHangerA1 11 1 1 1 1 1 TOTAL for 1st FLOOR 41 1 1 1 1 1 NOTES ON THE TOTAL NUMBER OF PLUMBING FIXTURES: The number of fixtures for a floor may not match total number of fixtures per area. 1. Fixtures for accessory areas are not included in the floor total. 2. The number of fixtures for each area are rounded up to the next whole number. Floor totals are not rounded up until the floor total is obtained. If the fixtures only serve an area, use number shown for each area. If the fixtures serve an entire floor, use number shown for totals. FIRE-RESISTANCE REQUIREMENTS: FIRE-RESISTANCE RATING FOR EXTERIOR WALLS: North Side: Group S1 - Bearing walls = 0-hr Nonbearing walls = 0-hr rating on the inside. (705.5, Tables 601 & 602) Parapet not required. (705.11, Exception 3) Projections extending beyond the exterior wall cannot extend closer than 40 inches to the fire separation distance line. (Table 705.2) No limit on unprotected openings. There is no limit on protected openings. (Table 705.8) If there are projections beyond the exterior wall, they shall be of noncombustible materials. (705.2.1) See Section 1406.3 for balconies. East Side: Group S1 - Bearing walls = 0-hr Nonbearing walls = 0-hr rating on the inside. (705.5, Tables 601 & 602) Parapet not required. (705.11, Exception 3) Projections extending beyond the exterior wall cannot extend closer than 40 inches to the fire separation distance line. (Table 705.2) No limit on unprotected openings. There is no limit on protected openings. (Table 705.8) If there are projections beyond the exterior wall, they shall be of noncombustible materials. (705.2.1) See Section 1406.3 for balconies. South Side: Group S1 - Bearing walls = 0-hr Nonbearing walls = 0-hr rating on the inside. (705.5, Tables 601 & 602) Parapet not required. (705.11, Exception 3) Projections extending beyond the exterior wall cannot extend closer than 40 inches to the fire separation distance line. (Table 705.2) No limit on unprotected openings. There is no limit on protected openings. (Table 705.8) If there are projections beyond the exterior wall, they shall be of noncombustible materials. (705.2.1) See Section 1406.3 for balconies. West Side: Group S1 - Bearing walls = 0-hr Nonbearing walls = 0-hr rating on the inside. (705.5, Tables 601 & 602) Parapet not required. (705.11, Exception 3) Projections extending beyond the exterior wall cannot extend closer than 40 inches to the fire separation distance line. (Table 705.2) No limit on unprotected openings. There is no limit on protected openings. (Table 705.8) If there are projections beyond the exterior wall, they shall be of noncombustible materials. (705.2.1) See Section 1406.3 for balconies. FIRE-RESISTANCE RATING REQUIREMENTS:(Table 601 except as noted) Exterior walls . Minimum fire resistance rating = FIRE-RESISTANCE RATING FOR EXTERIOR WALLS above Primary structural frame must be noncombustible. Minimum fire resistance rating = 0 hour Interior bearing wall must be noncombustible. Minimum fire resistance rating = 0 hour Interior nonbearing wall must be noncombustible. Minimum fire resistance rating = 0 hour Fire-retardant treated wood shall be permitted in: (603.1) 1.1 Nonbearing partitions where the required fire-resistance rating is two hours or less. 1.2 Nonbearing exterior walls where no fire rating is required. 1.3 Roof construction, including girders, trusses, framing and decking. Partitions dividing portions of stores, offices or similar places occupied by one tenant only and do not establish a corridor or serve an occupant load of 30 or more may be: 1. constructed of fire retardant treated wood 2. one hour fire resistive construction 3. wood panels or similar up to six feet in height. (603.1, 10) Floor/ceiling assembly must be noncombustible. Minimum fire resistance rating = 0 hour Roof/ceiling assembly must be noncombustible. Minimum fire resistance rating = 0 hour Fire-retardant-treated wood shall be allowed in buildings including girders and trusses as part of the roof construction. (Table 601, b.) Stairs must be noncombustible. Minimum fire resistance rating = 0 hour MARKING AND IDENTIFICATION: Fire walls, fire barriers, fire partitions, smoke barriers and smoke partitions or any other wall required to have protected openings or penetrations shall be effectively and permanently identified. (703.7) Identification shall be located in accessible concealed floor, floor-ceiling or attic spaces; Be located within 15 feet of the end of each wall and at intervals not exceeding 30 feet; and Suggested wording: 'FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS' FIRE PARTITIONS: The following wall assemblies shall comply. (708.1) Fire partitions shall have a fire-resistance rating of not less than 1-hour. (708.3) See exceptions. Fire partitions shall extend from the top of the foundation or floor/ceiling assembly below to the underside of the floor or roof sheathing, slab or deck above or to the fire-resistive-rated floor/ceiling or roof/ceiling assembly above. (708.4) The supporting construction shall be protected to afford the required fire-resistance rating of the wall supported, except for tenant and sleeping unit separation wall and corridor walls. See exceptions. A 1 -hour fire-resistive rating is required for smoke barriers. (709.3) Smoke barriers shall form an effective membrane continuous from outside wall to outside wall and from the top of the foundation or floor/ceiling assembly below to the underside of the floor or roof sheathing, deck or slab above, including continuity through concealed spaces. (710.4) See Section 710.5 for opening requirements. PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES: WALLS ASSEMBLIES: Penetrations of walls shall comply Section 714.3.1.1 or 714.3.1.2. FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES: Penetrations of floor/ceiling and roof/ceiling assemblies shall comply Section 714.4.1.1 or 714.4.1.2. DUCTS AND AIR TRANSFER OPENINGS: Where required. (717.5) , Fire walls (717.5.1), Fire barriers (717.5.2), Shaft enclosures (717.5.3), Fire partitions (717.5.4) and Smoke barriers (717.5.5) REQUIRED SEPARATION OF OCCUPANCIES: (508.4.4 & Table 508.4) Uses are not separated by fire barriers. The construction of the building is based on the most restrictive use. (508.3.3) SEPARATION OF INCIDENTAL USE AREAS: (Table 509) Furnace rooms where any piece of equipment is over 400,000 BTU per hour input = Smoke barrier (509.4.2) Rooms with any boiler over 15 psi and 10 horsepower = Smoke barrier (509.4.2) Refrigerant machinery rooms = Smoke barrier (509.4.2) Hydrogen cut-off rooms not classified as Group H = 1 hour Incinerator rooms = 2 hours and an automatic sprinkler system Stationary storage battery systems having a liquid capacity of more than 50 gallons of flooded lead-acid, nickel cadmium or VRLA or more than 1,000 pounds for lithium-ion and lithium medal polymer used for facility standby power, emergency power or uninterrupted power supplies = 1 hour SMOKE AND HEAT REMOVAL: Areas containing high piled combustible combustible storage require smoke and heat removal when required by Table 3206.2 of the IFC. Design to comply with Section 910.3 or 910.4. ROOFING REQUIREMENTS: 1. The roofing on this building is required to be Class C or better. (Table 1505.1) ROOF DRAINAGE: Where the exterior wall construction extends above the roof in such a manner that water will be entrapped if the primary drains allow build up for any reason,secondary (emergency overflow) roof drains or scuppers shall be provided. (1503.4.1) 1. Secondary drains or scuppers shall be located and sized to prevent the weight ponding water from exceeding the design load of the roof. 2. See section 1611.1 for design load requirements. 3. Scuppers shall not have an opening dimension of less than 4 inches. (1503.4.2 4. See sections 1106 and 1108 of the Plumbing code for design requirements. FIRE PUMPS: When provided, fire pumps shall be located in rooms that are separated from all other areas by 2- hour fire barrier construction. (913.2.1) Exception: Separation by 1-hour fire barriers is permitted in buildings equipped throughout with an automatic sprinkler system. PORTABLE FIRE EXTINGUISHERS: Portable fire extinguishers are required. (906.1) See Section 906.1 and Table 906.1 for location requirements. See Section 906.3 for size and distribution requirements. STANDPIPE AND HOSE SYSTEMS: Class III standpipe systems shall be installed throughout buildings where the floor level of the highest story is located more than 30 feet above the lowest level of fire department vehicle access. (905.3.1) Exception 1: Class I standpipes are allowed in buildings with an automatic sprinkler system. See sections 905.4, 905.5 and 905.6 for required locations. See section 905.7 for cabinet requirements. SMOKE AND HEAT REMOVAL: Areas containing high piled combustible combustible storage require smoke and heat removal when required by Table 3206.2 of the IFC. Design to comply with Section 910.3 or 910.4. ACCESSIBLE FACILITIES: Accessible water fountains shall comply with ICC/ANSI A117.1, see Section 602. Toilet facilities shall comply with ICC/ANSI A117.1, see Sections 603 through 609. ADDITIONAL TOILET REQUIREMENTS: Customers, patrons and visitors shall be provided with public toilet facilities in spaces intended for public utilization. (2902.3) The route to the public facilities shall not pass through kitchens, storage rooms or closets. (2902.3.1) The path of travel to facilities shall not exceed a distance of 500 feet. (2902.3.2) Directional signage indicating route to public facilities shall be posted. Such signage shall be located in a corridor or aisle at the entrance to the facilities. (2902.4.1) Where a toilet is provided for use of multiple occupants, the egress door for the room shall not be lockable from the inside. (2902.3.5) Where a building or tenant space requires a separate toilet facility for each sex and each toilet facility is required to have only one water closet, two family/assisted-use toilet facilities shall be permitted to serve as required separate facilities. Toilet facilities shall not be required to be identified for exclusive use by either sex. (2902.2.1) LIGHT AND VENTILATION: 1. Every space intended for human occupancy shall be provided with natural light by means of exterior glazed openings or shall be provided with artificial light. (1205.1) 2. Buildings shall be provided with natural ventilation or mechanical ventilation per the International Mechanical Code. (1203.1) 3. Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated. (1203.5.2.1) GLAZING REQUIREMENTS: All glazing in hazardous locations is required to be of safety glazing material. (2406.1) See Section 2406.4 for locations. WALL AND CEILING FINISHES: 1. Wall and ceiling finish materials are required to comply with Sec. 803.11 and Table 803.11. 2. Textile wall and ceiling coverings shall have Class A flame spread index and shall be protected by automatic sprinklers or meet the criteria in Section 803.5, 803.6. 3. Expanded vinyl wall coverings shall comply with the requirements for textile wall and ceiling materials. (803.7) 4. Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 4 inches. (1210.2.1 5. Walls within 2 feet of urinals and water closets shall have a smooth, hard nonabsorbent surface, to a height of 4 feet above the floor. (1210.2.2) CEILING HEIGHTS: Occupiable spaces, habitable spaces and corridors shall have a ceiling height of not less than 7 feet 6 inches. Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms shall be permitted to have a ceiling height of not less than 7 feet. (1208.2) INSULATION NOTES: 1. Insulating materials shall have a flame-spread rating of no more than 25 and a smoke developed index of not more than 450. (720.2) 'concealed installation' and Sec. 720.3 'exposed installation' Foam plastic insulations are required to be protected. (2603) GENERAL CONDITIONS G-1 Obtain all Town, State and other required licenses and permits and provide documentation to the Town of basalt as required by the Building Department prior to issuance of the Certificate of Occupancy. G-7 The approved plans and the Building Permit are to be kept on the site during construction. The approved plans must be available for reference during inspections. G-11 Protection of pedestrians during construction or demolition should be provided in accordance with the IBC 2015. G-13 All Contractors and Sub-Contractors are required to be licensed in the Town of Basalt. A list of sub-contractors should be submitted to the Building Department before inspections are requested for contractor licensing verification. G-14 Applicant should be aware that use of or move into the area or building being constructed or remodeled before a Certificate of Occupancy or Temporary Certificate of Occupancy is prohibited by Garfield County Ordinance. G-15 Building permits issued by Garfield County Building Department expire per the Building Code as amended by Garfield County. STORMWATER STWTR-1 Prior to construction , provide a copy of the storm-water discharge permit to the community development department for approval. ELECTRIC E-3 Contact State Electrical Inspector for requirements for an electrical permit, inspections, and approvals. WATER W-1 Coordinate all water and sewer extensions, connections, abandonment's, pressure tests and sterilization of water lines with the Water / Waste-water providers, prior to construction of this phase as necessary. W-3 It is the contractor's responsibility to provide and maintain temporary water meter for water usage during construction. ENGINEERING N-4 Coordinate all work done in Garfield County R.O.W.'s with the Garfield County Community Development Department and Sheriff Department prior to work in this area. N-5 Any encroachments into the Garfield County R.O.W. must have approval from the Garfield County Community Development Department N-8 The Developer shall repair and repave all streets and roads damaged by the installation of improvements or utilities. N-13 The Certificate of Occupancy will not be issued unless a foundation location or improvement location certificate is provided demonstrating zoning regulation compliance for building location. An improvement location certificate is required at time of C.O. DEPARTMENT OF EMERGENCY SERVICES F-1 Contact the Fire Department as necessary for compliance with the International Fire Code 2015 as adopted by Garfield County. F-2 The Local Fire District shall approve the plans of of the fire suppression system, alarm system, and fire extinguisher locations prior to installation, and other pertinent IFC requirements. Fire District inspection and approvals of these systems and a final report of approval is required L-1 Obtain approval from the Police / Sheriff Department and Department of Emergency Services prior to closing any portions of streets, alleys and/or sidewalks. SITE S-2 If the project is abandoned or stopped for any reason, the owner shall be responsible for grading and re-vegetation of the site within a time period specified by the City. S-3 It shall be the developer's responsibility to provide for dust control on the site during construction. S-4 Notify all utilities for line locations and approval prior to beginning any excavation on site. (Electric, Water/Waste-water, Natural Gas Provider, Telephone, Cable, etc.) S-5 It is the Developer's responsibility to control mud flows and dirt from entering the public right-of-ways from the site. Clean-up in the right-of-way must be achieved by the developer in a manner other than water wash down into the storm sewers. S-6 The owner and contractor shall be responsible to control all trash, garbage, dirt, construction debris and noise as regulated by Garfield County Code. S-12 Provide the Garfield County Building Department with field verification of soil conditions after excavations have been made. S-17 Provide pedestrian protection as required. S-20 Any retaining wall on the site which exceeds 4' in height shall be engineered by a Colorado licensed P.E. S-24 Projections beyond the property line of the building site should comply with the requirements of Chapter 32. ACCESSIBILITY ACC-3 Group S Occupancies shall be accessible. Such areas or facilities include but are not limited to: a. doors. b. stairways. c. elevators. d. platform lifts. e. egress or areas of refuge. f. bathing and toilet facilities. g. drinking fountains and water coolers. h. telephones. i. seating, tables and service counters. j. alarms. Elevators El-1 Elevators shall comply with Ch. 30, state and federal regulations, and other applicable codes and regulations. Provide verification of approval by all required inspection agencies to the Building department for approval. Elevators FN-1 Foundations shall comply with with Ch. 18 IBC 2015 and the architect/engineer plans plans. Foundations FDN-1 Foundations shall comply with with Ch. 18 & 19 IBC 2015 and architect/engineer plans. FN-2 Foundation drains shall be installed per the approved engineered plans around concrete and masonry foundations that retain earth and enclose habitable or useable space as required by the soils and engineered plans. The design and installation shall be approved by the project soils or structural engineer. FN-3 Foundation systems shall extend below the frost line as adopted by the Town of Basalt. FN-4 If drilled piers are installed, a representative of the soils engineer shall observe all pier drilling as specified in the soils report for the site to be built on. The soils engineer shall provide a report to the Building Department that the pier drilling, reinforcement and concrete placement in the piers has been completed per the engineer specifications and approved by the soils engineer. (R401.4) Concrete Construction Conc-1 Concrete construction shall comply with with Ch. 19 IBC 2015 and the architect/engineer plans plans. Masonry Construction MAS-1 Masonry construction shall comply with with Ch. 21 IBC 2015 and the architect/engineer plans plans. Steel ST-1 Steel and metal stud construction shall comply with with Ch. 22 IBC 2015 and the architect/engineer plans. Wood Framing WF-1 Wood construction shall comply with Ch. 23 IBC 2015 and the architect/engineer plans. Manufacturer’s Installation Instructions MII-1 Manufacturer’s installation instructions, as required by this code, shall be available on the job site at the time of inspection INTERNATIONAL PLUMBING & MECHANICAL CODES L-2 Plumbing and mechanical must comply with the 2015 International Plumbing Code (IPC) and the 2015 International Mechanical Code (IMC) M-1 Gas furnace, or boiler and water heater, exhaust fans and other mechanical equipment shall comply with the IPC, IFGC and the IMC 2015. (i.e., combustion air, installation, clearances, access, venting, gas line sizing and installation, etc.) and engineered stamped plans. INTERNATIONAL ENERGY CONSERVATION CODE EN-1 This Building shall comply with the International Energy Conservation Code 2009 as adopted by Garfield County. Verification of by a registered design professional is required at time of CO. INSPECTIONS INSP-1 Work shall not be covered until applicable inspections are requested, performed, and approved. Contact Garfield County a minimum of 24 hours prior to the date and time you would like your inspection. Thank you for your cooperation with inspection scheduling. INSP-2 Provide Special inspections per Ch. 17 IBC 2015.