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HomeMy WebLinkAboutG0-03-CODE-SUMMARY-&-ROOM-MATRIX-Rev.3DRAWING NO. DATE GSB PROJECT NO. DRAWING TITLE 3555 NW 58TH Street Suite 700-W Oklahoma City, OK 73112 T: 405.848.9549 F: 405.848.9783 www.gsb-inc.com Copyright ©GSB, Inc G0-03 08/27/18 CODE SUMMARY & ROOM MATRIX 171528 CARMEL, INCARMEL, IN 2018 ARCHITECT GSB, INC 3555 NW 58th Street, Suite 700W Oklahoma City, OK 73112 405 / 848-9549 CIVIL ENGINEER Circle Design Group 9229 Delegates Row, Suite 150 Indianapolis, IN 46240 317 / 706-2075 STRUCTURAL ENGINEER StructurePoint 7260 Shadeland Station Indianapolis, IN 46256 317 / 547-5580 MEP ENGINEER Circle Design Group 9229 Delegates Row, Suite 150 Indianapolis, IN 46240 317 / 706-2075 INTERIOR DESIGNER HBA Hirsch Bedner Associates 171 17th Street NW, Suite 600 Atlanta, GA 30363 404 / 873-4379 FOOD SERVICE CONSULTANT Ricca Design Studios 5325 South Valentia Way Greenwood Village, CO 80111 303 / 928-1333 ISSUED FOR CONSTRUCTIONBATHING FIXTURE QUANTITIES Department LEVEL TUB, STD TUB, CUSTOM SHOWERS TOTALSSTANDARD ROLL-IN TRANSFER GUESTROOM LEVEL 3 0 2 0 1 0 29 GUESTROOM LEVEL 4 2 2 0 0 0 31 GUESTROOM LEVEL 5 1 2 0 0 0 31 GUESTROOM LEVEL 6 0 0 0 0 0 31 TOTALS 3 6 0 1 0 122 GUEST ROOM MIX BY TYPE ROOM TYPE ENLARGED PLAN ON SHT.QUANTITY LEVEL 3 ADA GUESTROOM KING W/ ADA COMM. 2/A2-15 1 ADA GUESTROOM LUXURY SUITE B 1/A2-14 1 GUESTROOM JUNIOR SUITE W/ ADA COMM. 1/A2-10 1 GUESTROOM KING 19 GUESTROOM KING STUDIO 1/A2-13 2 GUESTROOM LUXURY SUITE A 2/A2-10 1 GUESTROOM QQ 2/A2-11 1/A2-12 2 GUESTROOM QQ W/ ADA COMM. 2/A2-11 1/A2-12 1 GUESTROOM QQ W/BALCONY 3/A2-11 1 29 LEVEL 4 ADA GUESTROOM KING 1/A2-15 1 ADA GUESTROOM QQ 2/A2-12 3/A2-12 1 GUESTROOM JUNIOR SUITE 1/A2-10 1 GUESTROOM KING 18 GUESTROOM KING STUDIO 1/A2-13 2 GUESTROOM KING W/ ADA COMM. 2/A2-12 2 GUESTROOM LUXURY SUITE A 2/A2-10 1 GUESTROOM LUXURY SUITE B 1/A2-11 1 GUESTROOM QQ 2/A2-11 1/A2-12 3 GUESTROOM QQ W/BALCONY W/ ADA COMM. 3/A2-11 1 31 LEVEL 5 ADA COMM. GUESTROOM LUXURY SUITE A 2/A2-10 1 ADA GUESTROOM JUNIOR SUITE 2/A2-13 1 ADA GUESTROOM QQ 2/A2-14 3/A2-14 1 GUESTROOM KING 20 GUESTROOM KING STUDIO 1/A2-13 2 GUESTROOM KING W/ ADA COMM. 2/A2-12 1 GUESTROOM LUXURY SUITE B 1/A2-11 1 GUESTROOM QQ 2/A2-11 1/A2-12 2 GUESTROOM QQ W/ ADA COMM. 2/A2-12 3/A2-12 1 GUESTROOM QQ W/BALCONY 3/A2-11 1 31 LEVEL 6 ADA COMM. GUESTROOM LUXURY SUITE B 1/A2-11 1 ADA GUESTROOM LUXURY SUITE A 3/A2-13 1 GUESTROOM JUNIOR SUITE 1/A2-10 1 GUESTROOM KING 21 GUESTROOM KING STUDIO 1/A2-13 2 GUESTROOM KING W/ ADA COMM. 1/A2-12 1 GUESTROOM QQ 2 GUESTROOM QQ W/ ADA COMM. 2/A2-11 1/A2-12 1 GUESTROOM QQ W/BALCONY 3/A2-11 1 31 TOTAL ROOM COUNT 122 HC ACCESSIBLE LOCATIONS ROOM NUMBER NAME 312 ADA GUESTROOM LUXURY SUITE B 332 ADA GUESTROOM KING W/ ADA COMM. 429 ADA GUESTROOM KING 436 GUESTROOM KING 522 ADA GUESTROOM QQ 539 ADA GUESTROOM JUNIOR SUITE 621 ADA GUESTROOM LUXURY SUITE A TOTAL: 7 HEARING IMPAIRED LOCATIONS ROOM NUMBER NAME 322 GUESTROOM QQ W/ ADA COMM. 332 ADA GUESTROOM KING W/ ADA COMM. 339 GUESTROOM JUNIOR SUITE W/ ADA COMM. 418 GUESTROOM KING W/ ADA COMM. 425 GUESTROOM KING W/ ADA COMM. 438 GUESTROOM QQ W/BALCONY W/ ADA COMM. 521 ADA COMM. GUESTROOM LUXURY SUITE A 531 GUESTROOM KING W/ ADA COMM. 536 GUESTROOM KING 612 ADA COMM. GUESTROOM LUXURY SUITE B 617 GUESTROOM KING W/ ADA COMM. 640 GUESTROOM QQ W/ ADA COMM. TOTAL: 12 CODE SUMMARY HOTEL CARMICHAEL c. 1509.3 (exception not Applicable) d. 1509.4 Cooling Towers. Cooling towers in excess of 250 square feet (23.2 m2) in base area or in excess of 15 feet (4572 mm) high where located on buildings more than 50 feet (15240 mm) high shall be of noncombustible construction. Cooling towers shall not exceed one-third of the supporting roof area. Exception: Drip boards and the enclosing construction of wood not less than 1 inch (25 mm) nominal thickness, provided the wood is covered on the exterior of the tower with noncombustible material. e. 1509.5 Towers, Spires, Domes and Cupolas. Any tower, spire, dome or cupola shall be of a type of construction not less in fire-resistance rating than required for the building to which is attached except that any such tower, spire, dome or cupola that exceeds 8 feet (25908 mm) in height above grade, or exceeds 200 square feet (18.6 m2) in horizontal area or is used for any purpose other than a belfry or an architectural embellishment shall be constructed of and supported on Type I or II construction. f. 1509.5.1 Noncombustible construction required. Any tower, spire, dome or cupola that exceeds 60 feet (18288 mm) in height above the highest point at which it comes in contact with the roof, or that exceeds 200 square feet (18.6 m2) in area at any horizontal section, or which is intended to be used for any purpose other than a belfry or architectural embellishment, shall be entirely constructed of and supported by noncombustible materials. Such structures shall be separated from the building below by construction having a fire- resistance rating of not less than 1.5 hours with openings protected with a minimum 1.5-hour fire-protection rating. Structures, except aerial supports 12 feet (3658 mm) high or less, flagpoles, water tanks and cooling towers, placed above the roof of any building more than 50 feet (15240 mm) in height, shall be of noncombustible material and shall be supported by construction of noncombustible material. g. 1509.5.2 Towers and Spires. Towers and spires where enclosed shall have exterior walls as required for the building to which they are attached. The roof covering of spires shall be of class of roof covering as required for the main roof of the rest of the structure. 4. Fire Separation Requirements and Opening Protectives. a. Occupancy Separation requirements (Tables 508.2 & 508.3.3 and Chapter 7): Residential –1 hour Tenant Separation (708.1.2); 1 hour Occupancy Separation. Assembly –1 hour Business –1hour Mercantile –1 hour Parking Garage –1 hour (508.2) as modified by building construction classification. Boiler & Machinery Rooms –1 hour or provide automatic fire extinguishment system. Accessory Areas –1 hour or provide automatic fire protection system. Exit Access Corridors –1 hour Partitions within tenant spaces –0 hours (704.1.1) Corridors –Group A, greater than 30 occupants –0 hours Group R, greater than 10 occupants -°/« hours Groups B, M, and S –0 hours in sprinkled building Elevator Lobbies –(707.14) Elevator Lobbies are required to have the same separation as the required corridor rating for the area in the building –‘/« hours. NOTE: that the elevator lobby separation is being utilized as an alternative to pressurizing the elevator shafts and still provides one of the two accessible means of egress. Shaft enclosures –2 hours. NOTE: This applies to elevator shafts, laundry chutes, and other shafts in the building. b. Protection of openings in walls: Assembly Rating Fire Door or Shutter Fire Resistance Rating Fire Walls and Barries having a 3 hr 3 hr required fire resistance rating 2 hr 1 1/2 hr greater than 1 hour:1 1/2 hr 1 1/2 hr Fire Barriers having a required fire resistance rating of 1 hr: Shaft, Exit Enclosure, and Exit Passageway Walls: 1 hr 1 hr Other Fire Barriers: Fire Partitions:1 hr 3/4 hr Corridor Walls: 1 hr 1/3 hr 1/2 hr 1/3 hr Exterior Walls: 3 hr 1 1/2 hr 2 hr 1 1/2 hr 1 hr 3/4 hr c. Fire Window Protection Assemblies:Assembly Rating Fire Window Fire Resistance Rating Interior Walls: Fire Walls: All Not Permitted Fire Barriers & Fire Partitions: Greater than 1 hr Not Permitted 1 hr 3/4 hr Smoke Barriers:1 hr 3/4 hr Exterior Walls: Greater then 1 hr 1 1/2 hr 1 hr 3/4 hr Codes 2014 Indiana Building Code 2014 Indiana Mechanical Code 2009 Indiana Electrical Code 2014 Indiana Plumbing Code 2014 Indiana Fuel Gas Code (IFGC, 2012 edition, 2nd printing) 2014 Indiana Fire Code (IFC, 2012 edition, 1st printing) 2010 Indiana Energy Code (ASHREA 90.1, 2007 edition, as amended) 1990 Americans with Disabilities Act (2010 ADA Standards for Accessible Design) ICC/ANSI A117.1 Accessible and Usable Buildings and Facilities 2008 NFPA 70 National Electric Code and its annexes 2007 NFPA #10 Portable Fire Extinguishers and its annexes 2007 NFPA #13 Installation of Fire Sprinkler Systems and its annexes 2002 NFPA #25 Water-based Fire Protection Systems and its annexes 2006 NFPA #54 Natural Fuel Gas Code and its annexes 2007 NFPA #72 National Fire Alarm Code and its annexes 2002 NFPA #90A Air Conditioning and Ventilating Systems and its annexes 2004 NFPA #96 Installation of Equipment for the Removal of Smoke & Grease Landen Vapors from Commercial Cooking Equipment and its annexes, 200 edition 2006 NFPA #1001 Life Safety Code and its annexes NOTE: Other codes and standards (i.e. NFPA, ASTM) are referenced in this code review summary and the referenced building codes. Comply with the most stringent requirements of the applicable referenced standards. Where an entire code is referenced or similar conditions apply to more than one of the standards listed, the installation of systems and components shall comply with the most stringent requirements. Occupancy –The project building consists of mixed-use Building Group R –Residential (310) Group R-1 (310); Group A2, A3, & A4 –Assembly (303); Group S2 Storage (311); and Group B –Business (304). The height of the building is 6 stories above grade without basement levels. The building shall have complete fire suppression and alarm system in all areas complying with NFPA 13. Occupancy groups in a mixed use building shall be separated from the main occupancy (Group A) except incidental uses within separated areas of the building. Physical Properties of Building: A. The project consists of one mixed-use 6 story hotel building. There is an existing adjacent 2-story open parking structure located on the site. The existing parking garage is understood to be type 1B construction based on the information received from the Owner. The floor areas for the building are as follows Hotel Building: Ground Floor 19,436 sq. ft. Second Floor 18,364 sq. ft. Third Floor 17,761 sq. ft. Fourth Floor 17,761 sq. ft. Fifth Floor 17,761 sq. ft. Sixth Floor 17,761 sq. ft. Total New Building Area 111, 234 sq. ft. B. Use Type 1 B Construction Classification for the proposed building. This allows for the unlimited area and 11 stories. Except for the north face adjacent to the parking garage / motor court, the perimeter of the building is provided with a separation not led than 30 ft. wide. C. Separation distance from the exterior walls to assumed and common property lines –Comply with requirements of Table 602. Opening protectives are required doe those areas where the clearances (separation distances) do not meet the minimum for unprotected openings. Refer to other sections of this code summary regarding the addressing of courtyards for required fire ratings based on separation distances. Building Construction –Due to the height and area of the building, the minimum construction allowed for Occupancy Group A-3 and R-1 is Type 1B. Type 1B construction is allowed for all occupancies identified as building use and groups and for their associated accessory areas. Group R-1 is the major occupancy classification for the hotel addition. The main structure is to be classified Type 1B. Fire resistance ratings for Type 1B Construction allowed construction classification (Table 503, 504.2 and 301 as modified by Section 403) are as follows: Structural Frame Supporting columns, other bearing walls or floors 2 hrs. Bearing Walls: Interior 2 hrs. Exterior 2 hrs. Floor Construction including supporting beams and joists 2 hrs. Roof Construction 1 hrs. Interior Non-Bearing walls and Partitions Non-combustible Exterior Bearing and Nonbearing Walls (Table 602) Horizontal Separation: Less than 5’1 hrs. Over 5’to 10’1 hrs. Over 10’to 30’1 hrs. Over 30’0 hrs. Unprotected Openings in Exterior Walls (Table 705.8 adjusted for sprinkled building as allowed by 705.8.1) Horizontal Separation 0 to 3’Unprotected openings not permitted 3’to 5’15% unprotected openings Over 5’to 10’25% unprotected openings Over 10’to 15’45% unprotected openings Over 15’to 20’75% unprotected openings Over 20’to 25’Unprotected openings not limited Over 25’to 30’Unprotected openings not limited Over 30’Unprotected openings not limited 1. High Rise Provisions: The height of the structure does not exceed 75 feet above the lowest level of fire department vehicle access and is therefore not considered a high rise building. 2. Atriums: If an atrium as defined by Section 404.1.1 is included in the building design, it shall be constructed in accordance with Section 404. 3. Roof Assemblies and Rooftop Structures: Roof structures and components shall comply with the provisions of Chapter 15 (1509). The provisions of this section shall govern the construction of rooftop structure. a. 1509.2 Penthouses. A penthouse or other projection above the roof in structures of other than Type I construction shall not exceed 28 feet (8534 mm) above the roof where used as an enclosure for tanks or for elevators that run to the roof. The aggregate are of penthouses and other rooftop structures shall not exceed one-third the area of the supporting roof. A penthouse, bulkhead or any other similar projection above the roof shall not be used for purposes other than shelter of mechanical equipment or shelter of vertical shaft openings in the roof. Provisions such as louvers, louver blades or flashing shall be made to protect the mechanical equipment and the building interior form the elements. Penthouses or bulkheads used for purposes other than permitted by this section shall conform to the requirements of this code for an additional story. The restrictions of this section shall not prohibit the placing of wood or flagpoles or similar structures on the roof of any building. b. 1509.2.1 Type of construction. Penthouses shall be constructed with walls, floors and roof as required for the building. Exceptions: 1) On buildings of Type I and Type II construction, the exterior walls and roofs of penthouses with a fire separation distance of more than 5 feet (1524 mm) and less than 20 feet (6096 mm) shall be of at least 1-hour fire-resistance-rated noncombustible construction. Walls and roofs with a fire separation distance of 20 feet (6096 mm) or greater shall be of noncombustible construction. Interior framing and walls shall be of noncombustible construction. 2) (Exception not applicable) 3) Unprotected noncombustible enclosures housing only mechanical equipment and located with a minimum fire separation distance of 20 feet (6096 mm) shall be permitted. 4) On one-story buildings, combustible unroofed mechanical equipment screens, fences or similar enclosures are permitted where located with a fire separation distance of at least 20 feet (6096 mm) from adjacent property lines and where not exceeding 4 feet (1219 mm) in height above the roof surface. 5) Dormers shall be of the same type of construction as the roof on which they are placed, or of the exterior walls of the building. AT CITY CENTER Carmel, Indiana 1) Class A Interior Finish. Flame spread 0-25, Smoke Developed 0-450. Any element thereof when so tested shall not continue to propagate fire. 2) Class B Interior Finish. Flame spread 26-75, Smoke Developed 0-450. 3) Class C Interior Finish. Flame spread 76-*200, Smoke Developed 0-450. b. Interior finish requirement based on occupancy (Table 803.5 –2007 Supplement) Exit enclosures and passageways –Class B Corridors –Class B (all occupancy groups except R-1, B, & M) Class C (R-1, B & M) Rooms and Enclosed Spaces –Class C Guest Room Interiors –Class C NOTE: Refer to Table 803.5 (2007 Supplement) for other finish requirements as applicable to specific space usage and function. Refer to Section 805 and 806 for use of combustible materials and trim in Type 1 construction. 7. Fire Protection Systems: The building shall be equipped with a complete fire protection system in accordance with Chapter 9 (Section 903 and 905) of the International Building Code and NFPA 13 as approved by the Authority Having Jurisdiction for all occupancy areas. The building shall be provided with a complete fire alarm and detection system (907, 908 & 909) in accordance with NFPA 72 and the other referenced standards in Chapter 9. NOTE: The hotel tower and event center are additions to the existing building. The existing systems shall be connected to the new system, including all components required to be included in the Fire Command center described elsewhere in this code summary. The Fire Access Elevator Lobby shall be equipped with a Class 1 stand pipe in accordance with Chapter 30, and paragraph 30 included below in this code summary. 8. Means of Egress: a. Occupant Load (Table 1004.1.1)Area per Occupant Assembly Concentrated 7 sf. Net Assembly Standing Room 5 sf. Net Assembly (un-concentrated use) 15 sf. Net Business 100 sf. Gross Exercise Rooms 50 sf. Gross Kitchen 200 sf. Gross Locker Rooms 50 sf. Gross Parking Garages 200 sf. Gross Mercantile –Basement & Grade Floors 30 sf. Gross Mercantile –Other Floors 60 sf. Gross Mercantile –Storage Stock, & Grade Floors 300 sf. Gross Residential (hotel) 200 sf. Gross Accessory Storage & Mechanical 300 sf. Gross b. Arrangement and number of exits –comply with 1004 (refer to list below). In buildings protected throughout by an approved automatic sprinkler system, the minimum separation distance between two exits or exit access doors shall be 1/3 the length of the maximum overall diagonal dimension of the building or area to be served. c. Maximum travel distances –Group R2 Sprinkled 250 ft.; Group A2 Sprinkled 200 ft.; Group B Sprinkled 300 ft.; Group S2 and M Sprinkled 250 ft. d. Maximum dead end corridor 20 ft. e. Egress width per person: Level 0.15”per person Stairs 0.2”per person f. Minimum corridor/aisle width –44 inches, 36 inches within units. g. Minimum clear opening of exit doors –32 inches. h. Minimum egress stair width –44 inches (48”between railings at i. Minimum number of exits: Occupant load per story 1-500:2 501-1000: 3 Spaces with one means of egress: Occupancy Groups A, B, M & U –49 Occupants Occupancy Groups S –29 Occupants Occupancy Groups R –10 Occupants j. Emergency egress openings (1026 as modified by 403.4) –not required in high-rise buildings. k. Smoke proof enclosures for stairs –comply with Section 403 and operator requirements. l. Stairway protection –comply with requirements for shafts. m. Stairway construction –comply with 1020. n. Access to roof –buildings four stories or more in height, except those with a roof slope greater than 4:12, shall be provided with a stairway to the roof areas. o. Ext discharge and exit passageways –comply with 1020 and 1021. p. Exit doors –comply with 1012. All exit doors shall be side swinging type. Comply with Chapter 10 and Section 403 for special locking requirements. q. Exit illumination and signs –comply with 1006.3 r. Residential Common Path of Travel –75 ft. all occupancies except group N which is 100 ft. (fully sprinkled building). s. Minimum ceiling height –7’-6” t. Exit Path Markings –comply with 1024 for high rise buildings: 9. Accessibility –comply with the most stringent requirements of Chapter 11 of the International Building Code, Appendix E of the IBC, ANSIA 117.1, Americans with Disabilities Act (Referenced 2010 Edition). TABLE 1107.6.1.1 Accessible Dwelling and Sleeping Units Total Number of Units Provided 122 Minimum Required Number of Accessible Unit without Roll-In Showers 5 Minimum Required Number of Accessible Units with Roll-In Showers 2 Total Number of Required Accessible Units 7 Accessible Guest Rooms Provided: Accessible King 2 Accessible Queen 2 Accessible Suite 3 Total Accessible Units 7 Guest rooms with Communications Features –12 Guest Rooms provided (2010 ADA) Signage – comply with Chapter 7 Communications Elements and Features (2010 ADA) 10. Interior Environment: Comply with Chapter 12. a. Courtyards (Section 1206) –Courts shall not be less than 10’unless bounded on one side by a public way or yard. For buildings more than 2 stories in height, the court shall be increased 1 ft. in width and 2 ft. in length for each additional story. For this structure the court shall be 6 ft. in width plus 12 for the height of the building or a total of 18 ft. (1206.3). 11. Energy Efficiency: Comply with Chapter 13 and the referenced energy code. 12. Exterior Walls: Comply with Chapter 14. 13. Roof Assemblies and Rooftop Structures: Comply with Chapter 15. 14. Structural Design: Comply with Chapter 16. 15. Structural Tests and Special Inspections: Comply with Chapter 17 Requirements for Special Structural Inspections. 16. Soils and Foundations: Comply with Chapter 18. 17. Concrete Construction: Comply with Chapter 19. 18. Light Metal Alloy (aluminum) Construction: Comply with Chapter 20. 19. Masonry Construction: Comply with Chapter 21. 20. Steel Construction: Comply with Chapter 22. 21. Wood Construction: Use of wood or other combustible framing is not permitted in the building construction classification. 22. Glass & Glazing: Comply with Chapter 24, local, state and federal glazing regulations. 23. Gypsum Board & Plaster: Comply with Chapter 25. 24. Plastics: Comply with Chapter 26. 25. Electrical Systems –Comply with Chapter 27 and locally adopted edition of the National Electrical Code (NFPA 70). 26. Mechanical Systems: Comply with Chapter 28 and referenced mechanical codes. 27. Plumbing Systems: Comply with Chapter 29, referenced plumbing and gas codes. Refer to drawings for tables indicating computation of plumbing fixture requirements. 28. Elevators and Conveying Systems: Comply with Chapter 30, ANSI/ASME A17.1, CABO/ANSIA 117.1 and locally adopted codes. Lobby Enclosure:The elevator lobby shall be enclosed with a fire partition having minimum 1-hour fire-resistancerating except that lobby doorways shall comply with opening protection requirements for the corridor wall. Exception #1:Enclosed elevator lobbies are not required at the level(s) of exit discharge provided the level is equiped with an automatic fire sprinkler system. Exception #4:Enclosed elevator lobbies are not required the building is protected by an automatic fire sprinkler system and is not a Group I-2, I-3, or high rise. 29. Special Construction: Comply with Chapter 31 as applicable. 30. Encroachments into the Public Right-of-Way: Not applicable to the project. 31. Safeguards during Construction: This is a responsibility borne solely by the contractor. 32. Building Materials: All building materials shall conform to the applicable standards referenced in Chapter 35 of the International Building Code. Minimum Fire Resistance of Walls, Partitions, & Opening Protectives (hrs) Component Walls & Partitions Opening Protectives Shaft Enclosures (incl stairways, exits, & elevators) 4 or more stories:2 hrs 1 1/2 hrs Walls & Partitions Component Fire Walls: 3 hrs 3 hrs (glass lites not allowed) Partitions w/in Tenant Space:Non-combustible Not Required Tenant Space:1 hr 3/4 hr Horizontal Exit:2 hr 1 1/2 hr Exit Access Corridors:1 hr 20 min Hazardous Occ Control Areas:1 hr 3/4 hr Bathrooms & Restrooms: Occupancy Separations Required Fire Oopening protection Resistance 4 hr 3 hr 3 hr 3 hr 2 hr 1 hr 1 hr 3/4 hr Table 715.5.3 Limiting Size of Wired Glass Panels Rating, Opening Max Area Max Height Max Width ((sq. in.)(in.)(in.) 3-hour Door 0 0 0 1 1/2-hour doors in Ext'r Walls 0 0 0 1 & 1 1/2-hour Doors 100 33 10 1/2-hour Doors 1,296 54 54 1/3-hour door (20 min.)Not Limited Not Limited Not Limited Fire Windw Assemblies 1,296 54 54 NOTE: For other that wired glass, the glass panels shall be utilized in accordance with the tested assembly rating and NFPA 80. 5. Fire resistance ratings or specific building materials: Comply with Chapter 7. NOTE: The equivalency calculated fire ratings apply to specific material properties as indicated in this chapter. 6. Interior Finish Ratings: a. Classification (803.5) Interior finish materials other than those applied to floors shall be classified in accordance with ASTM E 84. Such interior finish materials shall be grouped in the following classes in accordance with their flame spread and smoke development. 3 ADD #2 3 ADD #2 REVISIONS NO. DATE DESCRIPTION 1 08/27/2018 Issued for construction 3 12/03/2018 General Revisions