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A-0 COVER PAGEA-1 APPLICABLE CODESA-2 CODES AND SCHEDULESA-3 LEVEL 1 FLOOR PLANA-4 LEVEL 2 FLOOR PLANA-5 LEVEL 3 FLOOR PLANA-6 LEVEL 1 FURNITURE PLANA-7 LEVEL 2 FURNITURE PLANA-8 LEVEL 3 FURNITURE PLANA-9 LEVEL 1 LIFE SAFETY PLANA-10 LEVEL 2 LIFE SAFETY PLANA-11 LEVEL 3 LIFE SAFETY PLANA-12 LEVEL 1 REFLECTED CEILING PLANA-13 LEVEL 2 REFLECTED CEILING PLANA-14 LEVEL 3 REFLECTED CEILING PLANA-15 LEVEL 1 ELECTRICAL PLANA-16 LEVEL 2 ELECTRICAL PLANA-17 LEVEL 3 ELECTRICAL PLANA-18 ELEVATIONS & DETAILSA-19 ELEVATIONS & DETAILSA-20 BUILDING SECTION & FEATURES

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Codes SummaryAssembly (see Section 303): Groups A-1, A-2, A-3, A-4 and A-5Business (see Section 304): Group B

303.1 Assembly Group AAssembly 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.303.4 Assembly Group A-3Assembly uses intended for worship, recreation or amusement and other assembly uses not classified elsewhere in Group A including, but not limited to:Amusement arcadesArt galleriesBowling alleysCommunity hallsCourtroomsDance halls (not including food or drink consumption)Exhibition hallsFuneral parlorsGymnasiums (without spectator seating)Indoor swimming pools (without spectator seating)Indoor tennis courts (without spectator seating)Lecture hallsLibrariesMuseumsPlaces of religious worshipPool and billiard parlorsWaiting areas in transportation terminals

Section 304 Business Group B304.1 Business Group BBusiness Group B occupancy includes, among others, the use of a building or structure, or a portion thereof, for office, professional or service-type transactions, including storage of records and accounts. Business occupancies shall include, but not be limited to, the following:Airport traffic control towersAmbulatory care facilitiesAnimal hospitals, kennels and poundsBanksBarber and beauty shopsCar washCivic administrationClinic, outpatientDry cleaning and laundries: pick-up and delivery stations and self-serviceEducational occupancies for students above the 12th gradeElectronic data processingLaboratories: testing and researchMotor vehicle showroomsPost officesPrint shopsProfessional services (architects, attorneys, dentists, physicians, engineers, etc.)Radio and television stationsTelephone exchangesTraining and skill development not within a school or academic program

508.1 GeneralEach portion of a building shall be individually classified in accordance with Section 302.1. Where a building contains more than one occupancy group, the building or portion thereof shall comply with the applicable provisions of Section 508.2, 508.3 or 508.4, or a combination of these sections.Exceptions:1. Occupancies separated in accordance with Section 510.2. Where required by Table 415.5.2, areas of Group H-1, H-2 and H-3 occupancies shall be located in a detached building or structure.3. Uses within live/work units, complying with Section 419, are not considered separate occupancies.508.2 Accessory OccupanciesAccessory occupancies are those occupancies that are ancillary to the main occupancy of the building or portion thereof. Accessory occupancies shall comply with the provisions of Sections 508.2.1 through 508.2.4.508.2.1 Area LimitationsAggregate accessory occupancies shall not occupy more than 10 percent of the building area of the story in which they are located and shall not exceed the tabular values in Table 503, without building area increases in accordance with Section 506 for such accessory occupancies.508.2.2 Occupancy ClassificationAccessory occupancies shall be individually classified in accordance with Section 302.1. The requirements of this code shall apply to each portion of the building based on the occupancy classification of that space.508.2.3 Allowable Building Area and HeightThe allowable building area and height of the building shall be based on the allowable building area and height for the main occupancy in accordance with Section 503.1. The height of each accessory occupancy shall not exceed the tabular values in Table 503, without increases in accordance with Section 504 for such accessory occupancies. The building area of the accessory occupancies shall be in accordance with Section 508.2.1.508.2.4 Separation of OccupanciesNo separation is required between accessory occupancies and the main occupancy.Exceptions:1. Group H-2, H-3, H-4 and H-5 occupancies shall be separated from all other occupancies in accordance with Section 508.4.2. Group I-1, R-1, R-2 and R-3 dwelling units and sleeping units shall be separated from other dwelling or sleeping units and from accessory occupancies contiguous to them in accordance with the requirements of Section 420.508.3 Nonseparated OccupanciesBuildings or portions of buildings that comply with the provisions of this section shall be considered as nonseparated occupancies.508.3.1 Occupancy ClassificationNonseparated occupancies shall be individually classified in accordance with Section 302.1. The requirements of this code shall apply to each portion of the building based on the occupancy classification of that space. In addition, the most restrictive provisions of Chapter 9 which apply to the nonseparated occupancies shall apply to the total nonseparated occupancy area. Where nonseparated occupancies occur in a high-rise building, the most restrictive requirements of Section 403 which apply to the nonseparated occupancies shall apply throughout the high-rise building.

508.3.2 Allowable Building Area and HeightThe allowable building area and height of the building or portion thereof shall be based on the most restrictive allowances for the occupancy groups under consideration for the type of construction of the building in accordance with Section 503.1.508.3.3 SeparationNo separation is required between nonseparated occupancies.Exceptions:1. Group H-2, H-3, H-4 and H-5 occupancies shall be separated from all other occupancies in accordance with Section 508.4.2. Group I-1, R-1, R-2 and R-3 dwelling units and sleeping units shall be separated from other dwelling or sleeping units and from other occupancies contiguous to them in accordance with the requirements of Section 420.508.4 Separated OccupanciesBuildings or portions of buildings that comply with the provisions of this section shall be considered as separated occupancies.TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)

S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1.NS = Buildings not equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1.N = No separation requirement.NP = Not permitted.a See Section 420.b. The required separation from areas used only for private or pleasure vehicles shall be reduced by 1 hour but to not less than 1 hour.c. See Section 406.3.4.d. Separation is not required between occupancies of the same classification.

508.4.1 Occupancy ClassificationSeparated occupancies shall be individually classified in accordance with Section 302.1. Each separated space shall comply with this code based on the occupancy classification of that portion of the building.508.4.2 Allowable Building AreaIn each story, the building area shall be such that the sum of the ratios of the actual building area of each separated occupancy divided by the allowable building area of each separated occupancy shall not exceed 1.508.4.3 Allowable HeightEach separated occupancy shall comply with the building height limitations based on the type of construction of the building in accordance with Section 503.1.Exception: Special provisions permitted by Section 510 shall permit occupancies at building heights other than provided in Section 503.1.508.4.4 SeparationIndividual occupancies shall be separated from adjacent occupancies in accordance with Table 508.4.508.4.4.1 ConstructionRequired separations shall be fire barriers constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both, so as to completely separate adjacent occupancies.

706.1 GeneralEach portion of a building separated by one or more fire walls that comply with the provisions of this section shall be considered a separate building. The extent and location of such fire walls shall provide a complete separation. Where a fire wall also separates occupancies that are required to be separated by a fire barrier wall, the most restrictive requirements of each separation shall apply.706.1.1 Party WallsAny wall located on a lot line between adjacent buildings, which is used or adapted for joint service between the two buildings, shall be constructed as a fire wall in accordance with Section 706. Party walls shall be constructed without openings and shall create separate buildings.Exception: Openings in a party wall separating an anchor building and a mall shall be in accordance with Section 402.7.3.1.

706.2 Structural StabilityFire walls shall have sufficient structural stability under fire conditions to allow collapse of construction on either side without collapse of the wall for the duration of time indicated by the required fire-resistance rating or shall be constructed as double fire walls in accordance with NFPA 221.706.3 MaterialsFire walls shall be of any approved noncombustible materials.Exception: Buildings of Type V construction.706.4 Fire-Resistance RatingFire walls shall have a fire-resistance rating of not less than that required by Table 706.4.TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS

GROUPFIRE-RESISTANCE RATING (hours)A, B, E, H-4, I, R-1, R-2, U 3aF-1, H-3b, H-5, M, S-1 3H-1, H-2 4bF-2, S-2, R-3, R-4 2a. In Type II or V construction, walls shall be permitted to have a 2-hour fire-resistance rating.b. For Group H-1, H-2 or H-3 buildings, also see Sections 415.6 and 415.7.706.5 Horizontal ContinuityFire walls shall be continuous from exterior wall to exterior wall and shall extend at least 18 inches (457 mm) beyond the exterior surface of exterior walls.

706.5.2 Horizontal Projecting ElementsFire walls shall extend to the outer edge of horizontal projecting elements such as balconies, roof overhangs, canopies, marquees and similar projections that are within 4 feet (1220 mm) of the fire wall.Exceptions:

1. Horizontal projecting elements without concealed spaces, provided the exterior wall behind and below the projecting element has not less than 1-hour fire-resistance-rated construction for a distance not less than the depth of the projecting element on both sides of the fire wall. Openings within such exterior walls shall be protected by opening protectives having a fire protection rating of not less than 3/4 hour.2. Noncombustible horizontal projecting elements with concealed spaces, provided a minimum 1-hour fire-resistance-rated wall extends through the concealed space. The projecting element shall be separated from the building by a minimum of 1-hour fire-resistance-rated construction for a distance on each side of the fire wall equal to the depth of the projecting element. The wall is not required to extend under the projecting element where the building exterior wall is not less than 1-hour fire-resistance rated for a distance on each side of the fire wall equal to the depth of the projecting element. Openings within such exterior walls shall be protected by opening protectives having a fire protection rating of not less than 3/4 hour.3. For combustible horizontal projecting elements with concealed spaces, the fire wall need only extend through the concealed space to the outer edges of the projecting elements. The exterior wall behind and below the projecting element shall be of not less than 1-hour fire-resistance-rated construction for a distance not less than the depth of the projecting elements on both sides of the fire wall. Openings within such exterior walls shall be protected by opening protectives having a fire-protection rating of not less than 3/4 hour.706.6 Vertical ContinuityFire walls shall extend from the foundation to a termination point at least 30 inches (762 mm) above both adjacent roofs.Exceptions:1. Stepped buildings in accordance with Section 706.6.1.2. Two-hour fire-resistance-rated walls shall be permitted to terminate at the underside of the roof sheathing, deck or slab, provided:2.1. The lower roof assembly within 4 feet (1220 mm) of the wall has not less than a 1-hour fire-resistance rating and the entire length and span of supporting elements for the rated roof assembly has a fire-resistance rating of not less than 1 hour.2.2. Openings in the roof shall not be located within 4 feet (1220 mm) of the fire wall.2.3. Each building shall be provided with not less than a Class B roof covering.3. Walls shall be permitted to terminate at the underside of noncombustible roof sheathing, deck or slabs where both buildings are provided with not less than a Class B roof covering. Openings in the roof shall not be located within 4 feet (1220 mm) of the fire wall.4. In buildings of Type III, IV and V construction, walls shall be permitted to terminate at the underside of combustible roof sheathing or decks, provided:4.1. There are no openings in the roof within 4 feet (1220 mm) of the fire wall,4.2. The roof is covered with a minimum Class B roof covering, and4.3. The roof sheathing or deck is constructed of fire-retardant-treated wood for a distance of 4 feet (1220 mm) on both sides of the wall or the roof is protected with 5/8-inch (15.9 mm) Type X gypsum board directly beneath the underside of the roof sheathing or deck, supported by a minimum of 2-inch (51 mm) nominal ledgers attached to the sides of the roof framing members for a minimum distance of 4 feet (1220 mm) on both sides of the fire wall.5. In buildings designed in accordance with Section 510.2, fire walls located above the 3-hour horizontal assembly required by Section 510.2, Item 1 shall be permitted to extend from the top of this horizontal assembly.6. Buildings with sloped roofs in accordance with Section 706.6.2.706.6.1 Stepped BuildingsWhere a fire wall serves as an exterior wall for a building and separates buildings having different roof levels, such wall shall terminate at a point not less than 30 inches (762 mm) above the lower roof level, provided the exterior wall for a height of 15 feet (4572 mm) above the lower roof is not less than 1-hour fire-resistance-rated construction from both sides with openings protected by fire assemblies having a fire protection rating of not less than 3/4 hour.Exception: Where the fire wall terminates at the underside of the roof sheathing, deck or slab of the lower roof, provided:

1. The lower roof assembly within 10 feet (3048 mm) of the wall has not less than a 1-hour fire-resistance rating and the entire length and span of supporting elements for the rated roof assembly has a fire-resistance rating of not less than 1 hour.2. Openings in the lower roof shall not be located within 10 feet (3048 mm) of the fire wall.706.6.2 Buildings With Sloped RoofsWhere a fire wall serves as an interior wall for a building, and the roof on one side or both sides of the fire wall slopes toward the fire wall at a slope greater than two units vertical in 12 units horizontal (2:12), the fire wall shall extend to a height equal to the height of the roof located 4 feet (1219 mm) from the fire wall plus 30 inches (762 mm). In no case shall the extension of the fire wall be less than 30 inches (762 mm).706.7 Combustible Framing in Fire WallsAdjacent combustible members entering into a concrete or masonry fire wall from opposite sides shall not have less than a 4-inch (102 mm) distance between embedded ends. Where combustible members frame into hollow walls or walls of hollow units, hollow spaces shall be solidly filled for the full thickness of the wall and for a distance not less than 4 inches (102 mm) above, below and between the structural members, with noncombustible materials approved for fireblocking.706.8 OpeningsEach opening through a fire wall shall be protected in accordance with Section 716.5 and shall not exceed 156 square feet (15 m2). The aggregate width of openings at any floor level shall not exceed 25 percent of the length of the wall.Exceptions:1. Openings are not permitted in party walls constructed in accordance with Section 706.1.1.2. Openings shall not be limited to 156 square feet (15 m2) where both buildings are equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1.706.9 PenetrationsPenetrations of fire walls shall comply with Section 714.706.10 JointsJoints made in or between fire walls shall comply with Section 715.706.11 Ducts and Air Transfer OpeningsDucts and air transfer openings shall not penetrate fire walls.Exception: Penetrations by ducts and air transfer openings of fire walls that are not on a lot line shall be allowed provided the penetrations comply with Section 717. The size and aggregate width of all openings shall not exceed the limitations of Section 706.8.

713.4 Fire-Resistance RatingShaft enclosures shall have a fire-resistance rating of not less than 2 hours where connecting four stories or more, and not less than 1 hour where connecting less than four stories. The number of stories connected by the shaft enclosure shall include any basements but not any mezzanines. Shaft enclosures shall have a fire-resistance rating not less than the floor assembly penetrated, but need not exceed 2 hours. Shaft enclosures shall meet the requirements of Section 703.2.1.

801.2 Interior Wall and Ceiling FinishThe provisions of Section 803 shall limit the allowable fire performance and smoke development of interior wall and ceiling finish materials based on occupancy classification.801.3 Interior Floor FinishThe provisions of Section 804 shall limit the allowable fire performance of interior floor finish materials based on occupancy classification.

903.1 GeneralAutomatic sprinkler systems shall comply with this section.903.1.1 Alternative ProtectionAlternative automatic fire-extinguishing systems complying with Section 904 shall be permitted in lieu of automatic sprinkler protection where recognized by the applicable standard and approved by the fire code official.903.2 Where RequiredApproved automatic sprinkler systems in new buildings and structures shall be provided in the locations described in Sections 903.2.1 through 903.2.12.Exception: Spaces or areas in telecommunications buildings used exclusively for telecommunications equipment, associated electrical power distribution equipment, batteries and standby engines, provided those spaces or areas are equipped throughout with an automatic smoke detection system in accordance with Section 907.2 and are separated from the remainder of the building by not less than 1-hour fire barriers constructed in accordance with Section 707 or not less than 2-hour horizontal assemblies constructed in accordance with Section 711, or both.903.2.1 Group An automatic sprinkler system shall be provided throughout buildings and portions thereof used as Group A occupancies as provided in this section. For Group A-1, A-2, A-3 and A-4 occupancies, the automatic sprinkler system shall be provided throughout the floor area where the Group A-1, A-2, A-3 or A-4 occupancy is located, and in all floors from the Group A occupancy to, and including, the nearest level of exit discharge serving the Group A occupancy. For Group A-5 occupancies, the automatic sprinkler system shall be provided in the spaces indicated in Section 903.2.1.5.903.2.1.1 Group A-1An automatic sprinkler system shall be provided for Group A-1 occupancies where one of the following conditions exists:1. The fire area exceeds 12,000 square feet (1115 m2);2. The fire area has an occupant load of 300 or more;3. The fire area is located on a floor other than a level of exit discharge serving such occupancies; or4. The fire area contains a multitheater complex.903.2.1.2 Group A-2An automatic sprinkler system shall be provided for Group A-2 occupancies where one of the following conditions exists:1. The fire area exceeds 5,000 square feet (464.5 m2);2. The fire area has an occupant load of 100 or more; or3. The fire area is located on a floor other than a level of exit discharge serving such occupancies.903.2.1.3 Group A-3An automatic sprinkler system shall be provided for Group A-3 occupancies where one of the following conditions exists:1. The fire area exceeds 12,000 square feet (1115 m2);2. The fire area has an occupant load of 300 or more; or3. The fire area is located on a floor other than a level of exit discharge serving such occupancies.903.2.1.4 Group A-4An automatic sprinkler system shall be provided for Group A-4 occupancies where one of the following conditions exists:1. The fire area exceeds 12,000 square feet (1115 m2);2. The fire area has an occupant load of 300 or more; or3. The fire area is located on a floor other than a level of exit discharge serving such occupancies.903.2.1.5 Group A-5An automatic sprinkler system shall be provided for Group A-5 occupancies in the following areas: concession stands, retail areas, press boxes and other accessory use areas in excess of 1,000 square feet (93 m2).903.2.11.3 Buildings 55 Feet or More in HeightAn automatic sprinkler system shall be installed throughout buildings with a floor level having an occupant load of 30 or more that is located 55 feet (16 764 mm) or more above the lowest level of fire department vehicle access.Exceptions:

1. Airport control towers.2. Open parking structures.3. Occupancies in Group F-2.

Section 906 Portable Fire Extinguishers906.1 Where RequiredPortable fire extinguishers shall be installed in the following locations.1. In Group A, B, E, F, H, I, M, R-1, R-2, R-4 and S occupancies.Exception: In Group R-2 occupancies, portable fire extinguishers shall be required only in locations specified in Items 2 through 6 where each dwelling unit is provided with a portable fire extinguisher having a minimum rating of 1-A:10-B:C.

2. Within 30 feet (9144 mm) of commercial cooking equipment.3. In areas where flammable or combustible liquids are stored, used or dispensed.4. On each floor of structures under construction, except Group R-3 occupancies, in accordance with Section 3315.1 of the International Fire Code.5. Where required by the International Fire Code sections indicated in Table 906.1.6. Special-hazard areas, including but not limited to laboratories, computer rooms and generator rooms, where required by the fire code official.

906.3.1 Class a Fire HazardsThe minimum sizes and distribution of portable fire extinguishers for occupancies that involve primarily Class A fire hazards shall comply with Table 906.3(1).906.3.2 Class B Fire HazardsPortable fire extinguishers for occupancies involving flammable or combustible liquids with depths less than or equal to 0.25-inch (6.35 mm) shall be selected and placed in accordance with Table 906.3(2).Portable fire extinguishers for occupancies involving flammable or combustible liquids with a depth of greater than 0.25-inch (6.35 mm) shall be selected and placed in accordance with NFPA 10.906.3.3 Class C Fire HazardsPortable fire extinguishers for Class C fire hazards shall be selected and placed on the basis of the anticipated Class A or B hazard.906.3.4 Class D Fire HazardsPortable fire extinguishers for occupancies involving combustible metals shall be selected and placed in accordance with NFPA 10.906.9 Extinguisher InstallationThe installation of portable fire extinguishers shall be in accordance with Sections 906.9.1 through 906.9.3.906.9.1 Extinguishers Weighing 40 Pounds or LessPortable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that their tops are not more than 5 feet (1524 mm) above the floor.906.9.2 Extinguishers Weighing More Than 40 PoundsHand-held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that their tops are not more than 3.5 feet (1067 mm) above the floor.906.9.3 Floor ClearanceThe clearance between the floor and the bottom of installed hand-held portable fire extinguishers shall not be less than 4 inches (102 mm).

907.1.1 Construction DocumentsConstruction documents for fire alarm systems shall be of sufficient clarity to indicate the location, nature and extent of the work proposed and show in detail that it will conform to the provisions of this code, the International Fire Code, and relevant laws, ordinances, rules and regulations, as determined by the fire code official.907.1.2 Fire Alarm Shop DrawingsShop drawings for fire alarm systems shall be submitted for review and approval prior to system installation, and shall include, but not be limited to, all of the following:1. A floor plan that indicates the use of all rooms.2. Locations of alarm-initiating devices.3. Locations of alarm notification appliances, including candela ratings for visible alarm notification appliances.4. Location of fire alarm control unit, transponders and notification power supplies.5. Annunciators.6. Power connection.7. Battery calculations.8. Conductor type and sizes.9. Voltage drop calculations.10. Manufacturers’ data sheets indicating model numbers and listing information for equipment, devices and materials.11. Details of ceiling height and construction.12. The interface of fire safety control functions.13. Classification of the supervising station.907.1.3 EquipmentSystems and components shall be listed and approved for the purpose for which they are installed.907.2 Where Required—new Buildings and StructuresAn approved fire alarm system installed in accordance with the provisions of this code and NFPA 72 shall be provided in new buildings and structures in accordance with Sections 907.2.1 through 907.2.23 and provide occupant notification in accordance with Section 907.5, unless other requirements are provided by another section of this code.A minimum of one manual fire alarm box shall be provided in an approved location to initiate a fire alarm signal for fire alarm systems employing automatic fire detectors or waterflow detection devices. Where other sections of this code allow elimination of fire alarm boxes due to sprinklers, a single fire alarm box shall be installed.

Exceptions:1. The manual fire alarm box is not required for fire alarm systems dedicated to elevator recall control and supervisory service.2. The manual fire alarm box is not required for Group R-2 occupancies unless required by the fire code official to provide a means for fire watch personnel to initiate an alarm during a sprinkler system impairment event.Where provided, the manual fire alarm box shall not be located in an area that is accessible to the public.907.2.1 Group AA manual fire alarm system that activates the occupant notification system in accordance with Section 907.5 shall be installed in Group A occupancies where the occupant load due to the assembly occupancy is 300 or more. Group A occupancies not separated from one another in accordance with Section 707.3.10 shall be considered as a single occupancy for the purposes of applying this section. Portions of Group E occupancies occupied for assembly purposes shall be provided with a fire alarm system as required for the Group E occupancy.Exception: Manual fire alarm boxes are not required where the building is equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 and the occupant notification appliances will activate throughout the notification zones upon sprinkler waterflow.

907.2.1.1 System Initiation in Group a Occupancies With an Occupant Load of 1,000 or MoreActivation of the fire alarm in Group A occupancies with an occupant load of 1,000 or more shall initiate a signal using an emergency voice/alarm communications system in accordance with Section 907.5.2.2.Exception: Where approved, the prerecorded announcement is allowed to be manually deactivated for a period of time, not to exceed 3 minutes, for the sole purpose of allowing a live voice announcement from an approved, constantly attended location.

907.2.1.2 Emergency Voice/Alarm Communication CaptionsStadiums, arenas and grandstands required to caption audible public announcements shall be in accordance with Section 907.5.2.2.4.907.2.2 Group B

A manual fire alarm system shall be installed in Group B occupancies where one of the following conditions exists:1. The combined Group B occupant load of all floors is 500 or more.2. The Group B occupant load is more than 100 persons above or below the lowest level of exit discharge.3. The fire area contains an ambulatory care facility.Exception: Manual fire alarm boxes are not required where the building is equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 and the occupant notification appliances will activate throughout the notification zones upon sprinkler waterflow.

908.7 Carbon Monoxide AlarmsGroup I or R occupancies located in a building containing a fuel-burning appliance or in a building which has an attached garage shall be equipped with single-station carbon monoxide alarms. The carbon monoxide alarms shall be listed as complying with UL 2034 and be installed and maintained in accordance with NFPA 720 and the manufacturer’s instructions. An open parking garage, as defined in Chapter 2, or an enclosed parking garage ventilated in accordance with Section 404 of the International Mechanical Code shall not be considered an attached garage.Exception: Sleeping units or dwelling units which do not themselves contain a fuel-burning appliance or have an attached garage, but which are located in a building with a fuel-burning appliance or an attached garage, need not be equipped with single-station carbon monoxide alarms provided that:1. The sleeping unit or dwelling unit is located more than one story above or below any story which contains a fuel-burning appliance or an attached garage;2. The sleeping unit or dwelling unit is not connected by duct work or ventilation shafts to any room containing a fuel-burning appliance or to an attached garage; and3. The building is equipped with a common area carbon monoxide alarm system.908.7.1 Carbon Monoxide Detection SystemsCarbon monoxide detection systems, which include carbon monoxide detectors and audible notification appliances, installed and maintained in accordance with this section for carbon monoxide alarms and NFPA 720 shall be permitted. The carbon monoxide detectors shall be listed as complying with UL 2075.

909.2 General Design RequirementsBuildings, structures or parts thereof required by this code to have a smoke control system or systems shall have such systems designed in accordance with the applicable requirements of Section 909 and the generally accepted and well-established principles of engineering relevant to the design. The construction documents shall include sufficient information and detail to adequately describe the elements of the design necessary for the proper implementation of the smoke control systems. These documents shall be accompanied by sufficient information and analysis to demonstrate compliance with these provisions.909.3 Special Inspection and Test RequirementsIn addition to the ordinary inspection and test requirements which buildings, structures and parts thereof are required to undergo, smoke control systems subject to the provisions of Section 909 shall undergo special inspections and tests sufficient to verify the proper commissioning of the smoke control design in its final installed condition. The design submission accompanying the construction documents shall clearly detail procedures and methods to be used and the items subject to such inspections and tests. Such commissioning shall be in accordance with generally accepted engineering practice and, where possible, based on published standards for the particular testing involved. The special inspections and tests required by this section shall be conducted under the same terms in Section 1704.909.4 AnalysisA rational analysis supporting the types of smoke control systems to be employed, their methods of operation, the systems supporting them and the methods of construction to be utilized shall accompany the submitted construction documents and shall include, but not be limited to, the items indicated in Sections 909.4.1 through 909.4.6.909.4.1 Stack EffectThe system shall be designed such that the maximum probable normal or reverse stack effect will not adversely interfere with the system's capabilities. In determining the maximum probable stack effect, altitude, elevation, weather history and interior temperatures shall be used.909.4.2 Temperature Effect of FireBuoyancy and expansion caused by the design fire in accordance with Section 909.9 shall be analyzed. The system shall be designed such that these effects do not adversely interfere with the system's capabilities.909.4.3 Wind EffectThe design shall consider the adverse effects of wind. Such consideration shall be consistent with the wind-loading provisions of Chapter 16.909.4.4 HVAC SystemsThe design shall consider the effects of the heating, ventilating and air-conditioning (HVAC) systems on both smoke and fire transport. The analysis shall include all permutations of systems status. The design shall consider the effects of the fire on the HVAC systems.909.4.5 ClimateThe design shall consider the effects of low temperatures on systems, property and occupants. Air inlets and exhausts shall be located so as to prevent snow or ice blockage.909.4.6 Duration of OperationAll portions of active or passive smoke control systems shall be capable of continued operation after detection of the fire event for a period of not less than either 20 minutes or 1.5 times the calculated egress time, whichever is less.909.5 Smoke Barrier ConstructionSmoke barriers shall comply with Section 709, and shall be constructed and sealed to limit leakage areas exclusive of protected openings. The maximum allowable leakage area shall be the aggregate area calculated using the following leakage area ratios:1. Walls A/Aw = 0.001002. Interior exit stairways and ramps and exit passageways: A/Aw = 0.000353. Enclosed exit access stairways and ramps and all other shafts: A/Aw = 0.001504. Floors and roofs: A/AF = 0.00050where:

A = Total leakage area, square feet (m2).AF = Unit floor or roof area of barrier, square feet (m2).Aw = Unit wall area of barrier, square feet (m2).The leakage area ratios shown do not include openings due to doors, operable windows or similar gaps. These shall be included in calculating the total leakage area.

909.5.1 Leakage AreaThe total leakage area of the barrier is the product of the smoke barrier gross area multiplied by the allowable leakage area ratio, plus the area of other openings such as gaps and operable windows. Compliance shall be determined by achieving the minimum air pressure difference across the barrier with the system in the smoke control mode for mechanical smoke control systems. Passive smoke control systems tested using other approved means such as door fan testing shall be as approved by the fire code official.909.5.2 Opening Protection

1003.1 ApplicabilityThe general requirements specified in Sections 1003 through 1013 shall apply to all three elements of the means of egress system, in addition to those specific requirements for the exit access, the exit and the exit discharge detailed elsewhere in this chapter.1003.2 Ceiling HeightThe means of egress shall have a ceiling height of not less than 7 feet 6 inches (2286 mm).Exceptions:1. Sloped ceilings in accordance with Section 1208.2.2. Ceilings of dwelling units and sleeping units within residential occupancies in accordance with Section 1208.2.3. Allowable projections in accordance with Section 1003.3.4. Stair headroom in accordance with Section 1009.5.5. Door height in accordance with Section 1008.1.1.6. Ramp headroom in accordance with Section 1010.6.2.7. The clear height of floor levels in vehicular and pedestrian traffic areas in parking garages in accordance with Section 406.4.1.8. Areas above and below mezzanine floors in accordance with Section 505.2.1003.3 Protruding ObjectsProtruding objects shall comply with the requirements of Sections 1003.3.1 through 1003.3.4.1003.3.1 HeadroomProtruding objects are permitted to extend below the minimum ceiling height required by Section 1003.2 provided a minimum headroom of 80 inches (2032 mm) shall be provided for any walking surface, including walks, corridors, aisles and passageways. Not more than 50 percent of the ceiling area of a means of egress shall be reduced in height by protruding objects.Exception: Door closers and stops shall not reduce headroom to less than 78 inches (1981 mm).

A barrier shall be provided where the vertical clearance is less than 80 inches (2032 mm) high. The leading edge of such a barrier shall be located 27 inches (686 mm) maximum above the floor.1003.3.2 Post-Mounted ObjectsA free-standing object mounted on a post or pylon shall not overhang that post or pylon more than 4 inches (102 mm) where the lowest point of the leading edge is more than 27 inches (686 mm) and less than 80 inches (2032 mm) above the walking surface. Where a sign or other obstruction is mounted between posts or pylons and the clear distance between the posts or pylons is greater than 12 inches (305 mm), the lowest edge of such sign or obstruction shall be 27 inches (686 mm) maximum or 80 inches (2032 mm) minimum above the finished floor or ground.Exception: These requirements shall not apply to sloping portions of handrails between the top and bottom riser of stairs and above the ramp run.

1003.3.3 Horizontal ProjectionsStructural elements, fixtures or furnishings shall not project horizontally from either side more than 4 inches (102 mm) over any walking surface between the heights of 27 inches (686 mm) and 80 inches (2032 mm) above the walking surface.Exception: Handrails are permitted to protrude 41/2 inches (114 mm) from the wall.

1003.3.4 Clear WidthProtruding objects shall not reduce the minimum clear width of accessible routes.1003.4 Floor SurfaceWalking surfaces of the means of egress shall have a slip-resistant surface and be securely attached.1003.5 Elevation ChangeWhere changes in elevation of less than 12 inches (305 mm) exist in the means of egress, sloped surfaces shall be used. Where the slope is greater than one unit vertical in 20 units horizontal (5-percent slope), ramps complying with Section 1010 shall be used. Where the difference in elevation is 6 inches (152 mm) or less, the ramp shall be equipped with either handrails or floor finish materials that contrast with adjacent floor finish materials.Exceptions:1. A single step with a maximum riser height of 7 inches (178 mm) is permitted for buildings with occupancies in Groups F, H, R-2, R-3, S and U at exterior doors not required to be accessible by Chapter 11.2. A stair with a single riser or with two risers and a tread is permitted at locations not required to be accessible by Chapter 11, provided that the risers and treads comply with Section 1009.7, the minimum depth of the tread is 13 inches (330 mm) and at least one handrail complying with Section 1012 is provided within 30 inches (762 mm) of the centerline of the normal path of egress travel on the stair.3. A step is permitted in aisles serving seating that has a difference in elevation less than 12 inches (305 mm) at locations not required to be accessible by Chapter 11, provided that the risers and treads comply with Section 1028.11 and the aisle is provided with a handrail complying with Section 1028.13.Throughout a story in a Group I-2 occupancy, any change in elevation in portions of the means of egress that serve nonambulatory persons shall be by means of a ramp or sloped walkway.

1003.6 Means of Egress ContinuityThe path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of a means of egress system shall not be diminished along the path of egress travel.1003.7 Elevators, Escalators and Moving WalksElevators, escalators and moving walks shall not be used as a component of a required means of egress from any other part of the building.Exception: Elevators used as an accessible means of egress in accordance with Section 1007.4.Section 1004 Occupant Load1004.1 Design Occupant LoadIn determining means of egress requirements, the number of occupants for whom means of egress facilities shall be provided shall be determined in accordance with this section.1004.1.1 Cumulative Occupant LoadsWhere the path of egress travel includes intervening rooms, areas or spaces, cumulative occupant loads shall be determined in accordance with this section.1004.1.1.1 Intervening SpacesWhere occupants egress from one room, area or space through another, the design occupant load shall be based on the cumulative occupant loads of all rooms, areas or spaces to that point along the path of egress travel.1004.1.1.2 Adjacent LevelsThe occupant load of a mezzanine or story with egress through a room, area or space on an adjacent level shall be added to the occupant load of that room, area or space.1004.1.2 Areas Without Fixed SeatingThe number of occupants shall be computed at the rate of one occupant per unit of area as prescribed in Table 1004.1.2. For areas without fixed seating, the occupant load shall not be less than that number determined by dividing the floor area under consideration by the occupant load factor assigned to the function of the space as set forth in Table 1004.1.2. Where an intended function is not listed in Table 1004.1.2, the building official shall establish a function based on a listed function that most nearly resembles the intended function.Exception: Where approved by the building official, the actual number of occupants for whom each occupied space, floor or building is designed, although less than those determined by calculation, shall be permitted to be used in the determination of the design occupant load.1004.2 Increased Occupant LoadThe occupant load permitted in any building, or portion thereof, is permitted to be increased from that number established for the occupancies in Table 1004.1.2, provided that all other requirements of the code are also met based on such modified number and the occupant load does not exceed one occupant per 7 square feet (0.65 m2) of occupiable floor space. Where required by the building official, an approved aisle, seating or fixed equipment diagram substantiating any increase in occupant load shall be submitted. Where required by the building official, such diagram shall be posted.1004.3 Posting of Occupant LoadEvery room or space that is an assembly occupancy shall have the occupant load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. Deleted1004.4 Fixed SeatingFor areas having fixed seats and aisles, the occupant load shall be determined by the number of fixed seats installed therein. The occupant load for areas in which fixed seating is not installed, such as waiting spaces, shall be determined in accordance with Section 1004.1.2 and added to the number of fixed seats.The occupant load of wheelchair spaces and the associated companion seat shall be based on one occupant for each wheelchair space and one occupant for the associated companion seat provided in accordance with Section 1108.2.3.

For areas having fixed seating without dividing arms, the occupant load shall not be less than the number of seats based on one person for each 18 inches (457 mm) of seating length.

The occupant load of seating booths shall be based on one person for each 24 inches (610 mm) of booth seat length measured at the backrest of the seating booth.

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1005.1 GeneralAll portions of the means of egress system shall be sized in accordance with this section.Exception: Means of egress complying with Section 1028.1005.2 Minimum Width Based on ComponentThe minimum width, in inches (mm), of any means of egress components shall not be less than that specified for such component, elsewhere in this code.1005.3 Required Capacity Based on Occupant LoadThe required capacity, in inches (mm), of the means of egress for any room, area, space or story shall not be less than that determined in accordance with Sections 1005.3.1 and 1005.3.2:1005.3.1 StairwaysThe capacity, in inches (mm), of means of egress stairways shall be calculated by multiplying the occupant load served by such stairway by a means of egress capacity factor of 0.3 inch (7.6 mm) per occupant. Where stairways serve more than one story, only the occupant load of each story considered individually shall be used in calculating the required capacity of the stairways serving that story.Exception: For other than Group H and I-2 occupancies, the capacity, in inches (mm), of means of egress stairways shall be calculated by multiplying the occupant load served by such stairway by a means of egress capacity factor of 0.2 inch (5.1 mm) per occupant in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2 and an emergency voice/alarm communication system in accordance with Section 907.5.2.2.

1005.3.2 Other Egress ComponentsThe capacity, in inches (mm), of means of egress components other than stairways shall be calculated by multiplying the occupant load served by such component by a means of egress capacity factor of 0.2 inch (5.1 mm) per occupant.Exception: For other than Group H and I-2 occupancies, the capacity, in inches (mm), of means of egress components other than stairways shall be calculated by multiplying the occupant load served by such component by a means of egress capacity factor of 0.15 inch (3.8 mm) per occupant in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2 and an emergency voice/alarm communication system in accordance with Section 907.5.2.2.

1005.4 ContinuityThe capacity of the means of egress required from any story of a building shall not be reduced along the path of egress travel until arrival at the public way.1005.5 Distribution of Egress CapacityWhere more than one exit, or access to more than one exit, is required, the means of egress shall be configured such that the loss of any one exit, or access to one exit, shall not reduce the available capacity to less than 50 percent of the required capacity.1005.6 Egress ConvergenceWhere the means of egress from stories above and below converge at an intermediate level, the capacity of the means of egress from the point of convergence shall not be less than the sum of the required capacities for the two adjacent stories.1005.7 EncroachmentEncroachments into the required means of egress width shall be in accordance with the provisions of this section.1005.7.1 DoorsDoors, when fully opened, shall not reduce the required width by more than 7 inches (178 mm). Doors in any position shall not reduce the required width by more than one-half.Exceptions:

1. Surface-mounted latch release hardware shall be exempt from inclusion in the 7-inch maximum (178 mm) encroachment where:1.1. The hardware is mounted to the side of the door facing away from the adjacent wall where the door is in the open position; and1.2. The hardware is mounted not less than 34 inches (865 mm) nor more than 48 inches (1219 mm) above the finished floor.2. The restrictions on door swing shall not apply to doors within individual dwelling units and sleeping units of Group R-2 occupancies and dwelling units of Group R-3 occupancies.1005.7.2 Other ProjectionsHandrail projections shall be in accordance with the provisions of Section 1012.8. Other nonstructural projections such as trim and similar decorative features shall be permitted to project into the required width a maximum of 11/2 inches (38 mm) on each side.1005.7.3 Protruding ObjectsProtruding objects shall comply with the applicable requirements of Section 1003.3. DeletedSection 1006 Means of Egress Illumination1006.1 Illumination RequiredThe means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied.Exceptions:1. Occupancies in Group U.2. Aisle accessways in Group A.3. Dwelling units and sleeping units in Groups R-1, R-2 and R-3.4. Sleeping units of Group I occupancies.1006.2 Illumination LevelThe means of egress illumination level shall not be less than 1 footcandle (11 lux) at the walking surface.Exception: For auditoriums, theaters, concert or opera halls and similar assembly occupancies, the illumination at the walking surface is permitted to be reduced during performances to not less than 0.2 footcandle (2.15 lux), provided that the required illumination is automatically restored upon activation of a premises’ fire alarm system where such system is provided.1006.3 Emergency Power for IlluminationThe power supply for means of egress illumination shall normally be provided by the premises’ electrical supply.In the event of power supply failure, an emergency electrical system shall automatically illuminate all of the following areas:

1. Aisles and unenclosed egress stairways in rooms and spaces that require two or more means of egress.2. Corridors, interior exit stairways and ramps and exit passageways in buildings required to have two or more exits.3. Exterior egress components at other than their levels of exit discharge until exit discharge is accomplished for buildings required to have two or more exits.4. Interior exit discharge elements, as permitted in Section 1027.1, in buildings required to have two or more exits.5. Exterior landings as required by Section 1008.1.6 for exit discharge doorways in buildings required to have two or more exits.The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on-site generator. The installation of the emergency power system shall be in accordance with Section 2702.1006.3.1 Illumination Level Under Emergency PowerEmergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 footcandle (11 lux) and a minimum at any point of 0.1 footcandle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 footcandle (6 lux) average and a minimum at any point of 0.06 footcandle (0.6 lux) at the end of the emergency lighting time duration. A maximum-to-minimum illumination uniformity ratio of 40 to 1 shall not be exceeded.

1009.1 GeneralStairways serving occupied portions of a building shall comply with the requirements of this section.1009.2 Interior Exit StairwaysInterior exit stairways shall lead directly to the exterior of the building or shall be extended to the exterior of the building with an exit passageway conforming to the requirements of Section 1023, except as permitted in Section 1027.1.1009.2.1 Where RequiredInterior exit stairways shall be included, as necessary, to meet one or more means of egress design requirements, such as required number of exits or exit access travel distance.1009.2.2 EnclosureAll interior exit stairways shall be enclosed in accordance with the provisions of Section 1022.1009.3 Exit Access StairwaysFloor openings between stories created by exit access stairways shall be enclosed.Exceptions:1. In other than Group I-2 and I-3 occupancies, exit access stairways that serve, or atmospherically communicate between, only two stories are not required to be enclosed.2. Exit access stairways serving and contained within a single residential dwelling unit or sleeping unit in Group R-1, R-2 or R-3 occupancies are not required to be enclosed.3. In buildings with only Group B or M occupancies, exit access stairway openings are not required to be enclosed provided that the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, the area of the floor opening between stories does not exceed twice the horizontal projected area of the exit access stairway, and the opening is protected by a draft curtain and closely spaced sprinklers in accordance with NFPA 13.4. In other than Group B and M occupancies, exit access stairway openings are not required to be enclosed provided that the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, the floor opening does not connect more than four stories, the area of the floor opening between stories does not exceed twice the horizontal projected area of the exit access stairway, and the opening is protected by a draft curtain and closely spaced sprinklers in accordance with NFPA 13.5. Exit access stairways within an atrium complying with the provisions of Section 404 are not required to be enclosed.6. Exit access stairways and ramps in open parking garages that serve only the parking garage are not required to be enclosed.7. Stairways serving outdoor facilities where all portions of the means of egress are essentially open to the outside are not required to be enclosed.8. Exit access stairways serving stages, platforms and technical production areas in accordance with Sections 410.6.2 and 410.6.3 are not required to be enclosed.9. Stairways are permitted to be open between the balcony, gallery or press box and the main assembly floor in occupancies such as theaters, places of religious worship, auditoriums and sports facilities.10. In Group I-3 occupancies, exit access stairways constructed in accordance with Section 408.5 are not required to be enclosed.1009.3.1 ConstructionWhere required, enclosures for exit access stairways shall be constructed in accordance with this section. Exit access stairway enclosures shall be constructed as fire barriers in accordance with Section 707 or horizontal assemblies in accordance with Section 711, or both.1009.3.1.1 MaterialsExit access stairway enclosures shall be of materials permitted by the building type of construction.1009.3.1.2 Fire-Resistance RatingExit access stairway enclosures shall have a fire-resistance rating of not less than 2 hours where connecting four stories or more, and not less than 1 hour where connecting less than four stories. The number of stories connected by the exit access stairway enclosures shall include any basements, but not any mezzanines. Exit access stairway enclosures shall have a fire-resistance rating not less than the floor assembly penetrated, but need not exceed 2 hours.1009.3.1.3 ContinuityExit access stairway enclosures shall have continuity in accordance with Section 707.5 for fire barriers or Section 711.4 for horizontal assemblies as applicable.1009.3.1.4 OpeningsOpenings in an exit access stairway enclosure shall be protected in accordance with Section 716 as required for fire barriers. Doors shall be self- or automatic-closing by smoke detection in accordance with Section 716.5.9.3.1009.3.1.4.1 Prohibited OpeningsOpenings other than those necessary for the purpose of the exit access stairway enclosure shall not be permitted in exit access stairway enclosures.1009.3.1.5 PenetrationsPenetrations in an exit access stairway enclosure shall be protected in accordance with Section 714 as required for fire barriers.1009.3.1.5.1 Prohibited PenetrationsPenetrations other than those necessary for the purpose of the exit access stairway enclosure shall not be permitted in exit access stairway enclosures.1009.3.1.6 JointsJoints in an exit access stairway enclosure shall comply with Section 715.1009.3.1.7 Ducts and Air Transfer OpeningsPenetrations of an exit access stairway enclosure by ducts and air transfer openings shall comply with Section 717.1009.3.1.8 Exterior WallsWhere exterior walls serve as a part of an exit access stairway enclosure, such walls shall comply with the requirements of Section 705 for exterior walls and the fire-resistance-rated enclosure requirements shall not apply.1009.4 WidthThe width of stairways shall be determined as specified in Section 1005.1, but such width shall not be less than 44 inches (1118 mm). See Section 1007.3 for accessible means of egress stairways.Exceptions:1. Stairways serving an occupant load of less than 50 shall have a width of not less than 36 inches (914 mm).2. Spiral stairways as provided for in Section 1009.12.3. Aisle stairs complying with Section 1028.4. Where an incline platform lift or stairway chairlift is installed on stairways serving occupancies in Group R-3, or within dwelling units in occupancies in Group R-2, a clear passage width not less than 20 inches (508 mm) shall be provided. If the seat and platform can be folded when not in use, the distance shall be measured from the folded position.1009.5 HeadroomStairways shall have a minimum headroom clearance of 80 inches (2032 mm) measured vertically from a line connecting the edge of the nosings. Such headroom shall be continuous above the stairway to the point where the line intersects the landing below, one tread depth beyond the bottom riser. The minimum clearance shall be maintained the full width of the stairway and landing.

Exceptions:1. Spiral stairways complying with Section 1009.12 are permitted a 78-inch (1981 mm) headroom clearance.2. In Group R-3 occupancies; within dwelling units in Group R-2 occupancies; and in Group U occupancies that are accessory to a Group R-3 occupancy or accessory to individual dwelling units in Group R-2 occupancies; where the nosings of treads at the side of a flight extend under the edge of a floor opening through which the stair passes, the floor opening shall be allowed to project horizontally into the required headroom a maximum of 43/4 inches (121 mm).1009.6 WalklineThe walkline across winder treads shall be concentric to the direction of travel through the turn and located 12 inches (305 mm) from the side where the winders are narrower. The 12-inch (305 mm) dimension shall be measured from the widest point of the clear stair width at the walking surface of the winder. If winders are adjacent within the flight, the point of the widest clear stair width of the adjacent winders shall be used.1009.7 Stair Treads and RisersStair treads and risers shall comply with Sections 1009.7.1 through 1009.7.5.3.1009.7.1 Dimension Reference SurfacesFor the purpose of this section, all dimensions are exclusive of carpets, rugs or runners.1009.7.2 Riser Height and Tread DepthStair riser heights shall be 7 inches (178 mm) maximum and 4 inches (102 mm) minimum. The riser height shall be measured vertically between the nosings of adjacent treads. Rectangular tread depths shall be 11 inches (279 mm) minimum measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread’s nosing. Winder treads shall have a minimum tread depth of 11 inches (279 mm) between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline and a minimum tread depth of 10 inches (254 mm) within the clear width of the stair.1009.7.5 Nosing and Riser ProfileThe radius of curvature at the leading edge of the tread shall be not greater than 9/16 inch (14.3 mm). Beveling of nosings shall not exceed 9/16 inch (14.3 mm). Risers shall be solid and vertical or sloped under the tread above from the underside of the nosing above at an angle not more than 30 degrees (0.52 rad) from the vertical. Deleted1009.7.5.1 Nosing Projection SizeThe leading edge (nosings) of treads shall project not more than 11/4 inches (32 mm) beyond the tread below.1009.7.5.2 Nosing Projection UniformityAll nosing projections of the leading edges shall be of uniform size, including the projections of the nosings leading edge of the floor at the top of a flight.1009.7.5.3 Solid RisersRisers shall be solid.Exceptions:

1. Solid risers are not required for stairways that are not required to comply with Section 1007.3, provided that the opening between treads does not permit the passage of a sphere with a diameter of 4 inches (102 mm).2. Solid risers are not required for occupancies in Group I-3 or in Group F, H and S occupancies other than areas accessible to the public. There are no restrictions on the size of the opening in the riser.3. Solid risers are not required for spiral stairways constructed in accordance with Section 1009.12.4. Solid risers are not required for alternating tread devices constructed in accordance with Section 1009.13.1009.8 Stairway LandingsThere shall be a floor or landing at the top and bottom of each stairway. The width of landings shall not be less than the width of stairways they serve. Every landing shall have a minimum width measured perpendicular to the direction of travel equal to the width of the stairway. Where the stairway has a straight run the depth need not exceed 48 inches (1219 mm). Doors opening onto a landing shall not reduce the landing to less than one-half the required width. When fully open, the door shall not project more than 7 inches (178 mm) into a landing. When wheelchair spaces are required on the stairway landing in accordance with Section 1007.6.1, the wheelchair space shall not be located in the required width of the landing and doors shall not swing over the wheelchair spaces.Exception: Aisle stairs complying with Section 1028.1009.9 Stairway Constructionll stairways shall be built of materials consistent with the types permitted for the type of construction of the building, except that wood handrails shall be permitted for all types of construction.1009.9.1 Stairway Walking SurfaceThe walking surface of treads and landings of a stairway shall not be sloped steeper than one unit vertical in 48 units horizontal (2-percent slope) in any direction. Stairway treads and landings shall have a solid surface. Finish floor surfaces shall be securely attached.Exceptions:

1. Openings in stair walking surfaces shall be a size that does not permit the passage of 1/2-inch-diameter (12.7 mm) sphere. Elongated openings shall be placed so that the long dimension is perpendicular to the direction of travel.2. In Group F, H and S occupancies, other than areas of parking structures accessible to the public, openings in treads and landings shall not be prohibited provided a sphere with a diameter of 11/8 inches (29 mm) cannot pass through the opening.1009.9.2 Outdoor ConditionsOutdoor stairways and outdoor approaches to stairways shall be designed so that water will not accumulate on walking surfaces.1009.9.3 Enclosures Under Interior StairwaysThe walls and soffits within enclosed usable spaces under enclosed and unenclosed stairways shall be protected by 1-hour fire-resistance-rated construction or the fire-resistance rating of the stairway enclosure, whichever is greater. Access to the enclosed space shall not be directly from within the stair enclosure.Exception: Spaces under stairways serving and contained within a single residential dwelling unit in Group R-2 or R-3 shall be permitted to be protected on the enclosed side with 1/2-inch (12.7 mm) gypsum board.

1009.9.4 Enclosures Under Exterior StairwaysThere shall be no enclosed usable space under exterior exit stairways unless the space is completely enclosed in 1-hour fire-resistance-rated construction. The open space under exterior stairways shall not be used for any purpose.1009.10 Vertical RiseA flight of stairs shall not have a vertical rise greater than 12 feet (3658 mm) between floor levels or landings.Exceptions:1. Aisle stairs complying with Section 1028.2. Alternating tread devices used as a means of egress shall not have a rise greater than 20 feet (6096 mm) between floor levels or landings.3. Spiral stairways used as a means of egress from technical production areas.

1018.1 ConstructionCorridors shall be fire-resistance rated in accordance with Table 1018.1. The corridor walls required to be fire-resistance rated shall comply with Section 708 for fire partitions.Exceptions:1. A fire-resistance rating is not required for corridors in an occupancy in Group E where each room that is used for instruction has at least one door opening directly to the exterior and rooms for assembly purposes have at least one-half of the required means of egress doors opening directly to the exterior. Exterior doors specified in this exception are required to be at ground level.2. A fire-resistance rating is not required for corridors contained within a dwelling or sleeping unit in an occupancy in Group R.3. A fire-resistance rating is not required for corridors in open parking garages.4. A fire-resistance rating is not required for corridors in an occupancy in Group B which is a space requiring only a single means of egress complying with Section 1015.1.5. Corridors adjacent to the exterior walls of buildings shall be permitted to have unprotected openings on unrated exterior walls where unrated walls are permitted by Table 602 and unprotected openings are permitted by Table 705.8.TABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING

OCCUPANCY OCCUPANT LOAD SERVED BY CORRIDOR REQUIRED FIRE-RESISTANCE RATING (hours)Without sprinkler system With sprinkler systemcH-1, H-2, H-3 All Not Permitted 1H-4, H-5 Greater than 30 Not Permitted 1A, B, E, F, M, S, U Greater than 30 1 0R Greater than 10 Not Permitted 0.5I-2a, I-4 All Not Permitted 0I-1, I-3 All Not Permitted 1ba. For requirements for occupancies in Group I-2, see Sections 407.2 and 407.3.b. For a reduction in the fire-resistance rating for occupancies in Group I-3, see Section 408.8.c. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2 where allowed.1018.2 WidthThe minimum width of corridors specified in Table 1018.2 shall be as determined in Section 1005.1. DeletedTABLE 1018.2 MINIMUM CORRIDOR WIDTH

OCCUPANCY WIDTH (minimum)Any facilities not listed below 44 inchesAccess to and utilization of mechanical,plumbing or electrical systems or equipment 24 inchesWith a required occupancy capacity less than 50 36 inchesWithin a dwelling unit 36 inchesIn Group E with a corridor having a requiredcapacity of 100 or more 72 inchesIn corridors and areas serving gurney trafficin occupancies where patients receive outpatientmedical care, which causes the patient to beincapable of self-preservation 72 inchesGroup I-2 in areas where required for bedmovement 96 inchesFor SI: 1 inch = 25.4 mm.1018.3 ObstructionThe required width of corridors shall be unobstructed.Exception: Encroachments complying with Section 1005.7.1018.4 Dead EndsWhere more than one exit or exit access doorway is required, the exit access shall be arranged such that there are no dead ends in corridors more than 20 feet (6096 mm) in length.Exceptions:

1. In occupancies in Group I-3 of Occupancy Condition 2, 3 or 4 (see Section 308.5), the dead end in a corridor shall not exceed 50 feet (15 240 mm).2. In occupancies in Groups B, E, F, I-1, M, R-1, R-2, R-4, S and U, where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, the length of the dead-end corridors shall not exceed 50 feet (15 240 mm).3. A dead-end corridor shall not be limited in length where the length of the dead-end corridor is less than 2.5 times the least width of the dead-end corridor.1018.5 Air Movement in CorridorsCorridors shall not serve as supply, return, exhaust, relief or ventilation air ducts.Exceptions:1. Use of a corridor as a source of makeup air for exhaust systems in rooms that open directly onto such corridors, including toilet rooms, bathrooms, dressing rooms, smoking lounges and janitor closets, shall be permitted, provided that each such corridor is directly supplied with outdoor air at a rate greater than the rate of makeup air taken from the corridor.2. Where located within a dwelling unit, the use of corridors for conveying return air shall not be prohibited.3. Where located within tenant spaces of 1,000 square feet (93 m2) or less in area, utilization of corridors for conveying return air is permitted.4. Incidental air movement from pressurized rooms within health care facilities, provided that the corridor is not the primary source of supply or return to the room.1018.5.1 Corridor CeilingUse of the space between the corridor ceiling and the floor or roof structure above as a return air plenum is permitted for one or more of the following conditions:1. The corridor is not required to be of fire-resistance-rated construction;2. The corridor is separated from the plenum by fire-resistance-rated construction;3. The air-handling system serving the corridor is shut down upon activation of the air-handling unit smoke detectors required by the International Mechanical Code;4. The air-handling system serving the corridor is shut down upon detection of sprinkler waterflow where the building is equipped throughout with an automatic sprinkler system; or5. The space between the corridor ceiling and the floor or roof structure above the corridor is used as a component of an approved engineered smoke control system.1018.6 Corridor ContinuityFire-resistance-rated corridors shall be continuous from the point of entry to an exit, and shall not be interrupted by intervening rooms. Where the path of egress travel within a fire-resistance-rated corridor to the exit includes travel along unenclosed exit access stairways or ramps, the fire resistance-rating shall be continuous for the length of the stairway or ramp and for the length of the connecting corridor on the adjacent floor leading to the exit.Exception: Foyers, lobbies or reception rooms constructed as required for corridors shall not be construed as intervening rooms.

1007.3 StairwaysIn order to be considered part of an accessible means of egress, a stairway between stories shall have a clear width of 48 inches (1219 mm) minimum between handrails and shall either incorporate an area of refuge within an enlarged floor-level landing or shall be accessed from either an area of refuge complying with Section 1007.6 or a horizontal exit. Exit access stairways that connect levels in the same story are not permitted as part of an accessible means of egress.Exceptions:Deleted1. The clear width of 48 inches (1219 mm) between handrails is not required in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2.2. Areas of refuge are not required at stairways in buildings equipped throughout by an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2.3. The clear width of 48 inches (1219 mm) between handrails is not required for stairways accessed from a horizontal exit.4. Areas of refuge are not required at stairways serving open parking garages.5. Areas of refuge are not required for smoke protected seating areas complying with Section 1028.6.2.6. The areas of refuge are not required in Group R-2 occupancies.

1007.6 Areas of RefugeEvery required area of refuge shall be accessible from the space it serves by an accessible means of egress. The maximum travel distance from any accessible space to an area of refuge shall not exceed the travel distance permitted for the occupancy in accordance with Section 1016.1. Every required area of refuge shall have direct access to a stairway complying with Sections 1007.3 or an elevator complying with Section 1007.4. Where an elevator lobby is used as an area of refuge, the shaft and lobby shall comply with Section 1022.10 for smokeproof enclosures except where the elevators are in an area of refuge formed by a horizontal exit or smoke barrier. Deleted1007.6.1 SizeEach area of refuge shall be sized to accommodate one wheelchair space of 30 inches by 48 inches (762 mm by 1219 mm) for each 200 occupants or portion thereof, based on the occupant load of the area of refuge and areas served by the area of refuge. Such wheelchair spaces shall not reduce the required means of egress width. Access to any of the required wheelchair spaces in an area of refuge shall not be obstructed by more than one adjoining wheelchair space.1007.6.2 SeparationEach area of refuge shall be separated from the remainder of the story by a smoke barrier complying with Section 709 or a horizontal exit complying with Section 1025. Each area of refuge shall be designed to minimize the intrusion of smoke.Exception: Areas of refuge located within an enclosure for exit access stairways or interior exit stairways.

1203.1 GeneralBuildings shall be provided with natural ventilation in accordance with Section 1203.4, or mechanical ventilation in accordance with the International Mechanical Code.Where the air infiltration rate in a dwelling unit is less than 5 air changes per hour when tested with a blower door at a pressure 0.2 inch w.c. (50 Pa) in accordance with Section R402.4.1.2 of the International Energy Conservation Code—Residential Provisions, the dwelling unit shall be ventilated by mechanical means in accordance with Section 403 of the International Mechanical Code.

1203.2 Attic SpacesEnclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof framing members shall have cross ventilation for each separate space by ventilation openings protected against the entrance of rain and snow. Blocking and bridging shall be arranged so as not to interfere with the movement of air. An airspace of not less than 1 inch (25 mm) shall be provided between the insulation and the roof sheathing. The net free ventilating area shall not be less than 1/150th of the area of the space ventilated.Exceptions:1. The net free cross-ventilation area shall be permitted to be reduced to 1/300 provided that not less than 50 percent and not more than 80 percent of the required ventilating area provided by ventilators located in the upper portion of the space to be ventilated at least 3 feet (914 mm) above eave or cornice vents with the balance of the required ventilation provided by eave or cornice vents.2. The net free cross-ventilation area shall be permitted to be reduced to 1/300 where a Class I or II vapor barrier is installed on the warm-in-winter side of the ceiling.3. Attic ventilation shall not be required when determined not necessary by the building official due to atmospheric or climatic conditions.1203.2.1 Openings Into AtticExterior openings into the attic space of any building intended for human occupancy shall be protected to prevent the entry of birds, squirrels, rodents, snakes and other similar creatures. Openings for ventilation having a least dimension of not less than 1/16 inch (1.6 mm) and not more than 1/4 inch (6.4 mm) shall be permitted. Openings for ventilation having a least dimension larger than 1/4 inch (6.4 mm) shall be provided with corrosion-resistant wire cloth screening, hardware cloth, perforated vinyl or similar material with openings having a least dimension of not less than 1/16 inch (1.6 mm) and not more than 1/4 inch (6.4 mm). Where combustion air is obtained from an attic area, it shall be in accordance with Chapter 7 of the International Mechanical Code.1203.3 Under-Floor VentilationThe space between the bottom of the floor joists and the earth under any building except spaces occupied by basements or cellars shall be provided with ventilation openings through foundation walls or exterior walls. Such openings shall be placed so as to provide cross ventilation of the under-floor space.

Contaminant sources in naturally ventilated spaces shall be removed in accordance with the International Mechanical Code and the International Fire Code.1203.4.2.1 BathroomsRooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated in accordance with the International Mechanical Code.1203.4.3 Openings on Yards or CourtsWhere natural ventilation is to be provided by openings onto yards or courts, such yards or courts shall comply with Section 1206.1203.5 Other Ventilation and Exhaust SystemsVentilation and exhaust systems for occupancies and operations involving flammable or combustible hazards or other contaminant sources as covered in the International Mechanical Code or the International Fire Code shall be provided as required by both codes.Section 1204 Temperature Control1204.1 Equipment and SystemsInterior spaces intended for human occupancy shall be provided with active or passive space-heating systems capable of maintaining an indoor temperature of not less than 68°F (20°C) at a point 3 feet (914 mm) above the floor on the design heating day.Exception: Space heating systems are not required for interior spaces where the primary purpose of the space is not associated with human comfort.Section 1205 Lighting

1205.1 GeneralEvery space intended for human occupancy shall be provided with natural light by means of exterior glazed openings in accordance with Section 1205.2 or shall be provided with artificial light in accordance with Section 1205.3. Exterior glazed openings shall open directly onto a public way or onto a yard or court in accordance with Section 1206.1205.2 Natural LightThe minimum net glazed area shall be not less than 8 percent of the floor area of the room served.1205.2.1 Adjoining SpacesFor the purpose of natural lighting, any room is permitted to be considered as a portion of an adjoining room where one-half of the area of the common wall is open and unobstructed and provides an opening of not less than one-tenth of the floor area of the interior room or 25 square feet (2.32 m2), whichever is greater.Exception: Openings required for natural light shall be permitted to open into a sunroom with thermal isolation or a patio cover where the common wall provides a glazed area of not less than one-tenth of the floor area of the interior room or 20 square feet (1.86 m2), whichever is greater.

1205.2.2 Exterior OpeningsExterior openings required by Section 1205.2 for natural light shall open directly onto a public way, yard or court, as set forth in Section 1206.

Artificial light shall be provided that is adequate to provide an average illumination of 10 footcandles (107 lux) over the area of the room at a height of 30 inches (762 mm) above the floor level.1205.4 Stairway Illumination

Stairways within dwelling units and exterior stairways serving a dwelling unit shall have an illumination level on tread runs of not less than 1 footcandle (11 lux). Stairs in other occupancies shall be governed by Chapter 10.1205.4.1 ControlsThe control for activation of the required stairway lighting shall be in accordance with NFPA 70.1205.5 Emergency Egress LightingThe means of egress shall be illuminated in accordance with Section 1006.1.

UP

UP

UP

LOWER ARTSTUDIO

STUDENTLOUNGE

WOODWORKINGSTUDIO

FACULTY

A-19

3

1A-20

EGRESS CORE

MEN WOMEN

LOBBY

A-19

2

CUSTOM BOOTH SEATING

43' - 11 1/4" 19' - 4 3/4" 24' - 8" 18' - 1 1/4" 8' - 10" 8' - 1 1/2"

39' - 7 1/2" 24' - 8" 49' - 3 1/2"

55' -

8"

12' -

1 1

/2"

4' -

7 3/

4"14

' - 0

1/2

"

14' -

1 1

/4"

6' -

10 1

/4"

9' -

10 1

/4"

30' - 8 1/2"

EXTENDED WALL PANEL HEIGHT: 10' - 0 "

A-191

PLY STORAGE

STORAGE

EQUIPMENT AND WORK SURFACE

2

10' -

3"

1' -

3"23

' - 2

"1'

- 3"

10' -

1"

15' - 3 1/4" 18' - 4 3/4" 15' - 7 1/2"

4 4

2222

2

2 2 2

2

3

4

4

4 4

2

3

1

1

1

6 1 1

1

1

1

1

1 1

1

1

1 128

' - 9

"12

' - 9

1/2

"8'

- 8

3/4"

21' - 11 1/4"

13' -

2 1

/4"

15' -

5 3

/4"

30' -

6 1

/4"

5' -

10 1

/2"

13' -

7"

12' -

1 1

/2"

7' -

6"6'

- 11

"

6' - 5" 8' - 7 1/4" 14' - 2" 8' - 8" 25' - 5 3/4"

7' - 0" 8' - 9" 12' - 7" 8' - 6 1/4" 27' - 5 1/2"

7' -

0 3/

4"12

' - 2

3/4

"15

' - 6

"12

' - 8

1/2

"8'

- 2"

9' - 6" 15' - 5 3/4" 15' - 3" 9' - 1"

22' -

7 3

/4"

10' -

5"

7' -

8 1/

2"12

' - 2

3/4

"35

' - 8

1/2

"

30' -

9 3

/4"

60' - 0 1/2"

Scale

Date

Drawn by

Checked by

ANNABELLEHUFFMANannabelle-design.com

1/8" = 1'-0"

4/13

/201

8 5:

29:1

8 AM

A-3

LEVEL 1 FLOORPLAN

Vorstellen CreativeInstitute

APRIL 23, 2018Author

Checker 1/8" = 1'-0"1 Level 1

DNUP

DNUP

DN

GALLERY

AUDITORIUM

FOYER

A-19

3

1A-20

EGRESS CORE

KITCHEN MEN

ATRIUM

WOMEN

A-18 1

A-18 2

SPLIT LEVEL ENTRANCE

43' - 8" 19' - 11" 21' - 8 1/2" 13' - 10" 10' - 0 1/2" 14' - 2 1/4"

43' - 11 1/4" 19' - 4 3/4" 14' - 7 1/4" 22' - 3" 23' - 2 1/2"

49' - 4 3/4" 14' - 10 3/4" 49' - 3 1/2"

55' -

8"

7' -

4 1/

4"9'

- 2

3/4"

14' -

2 3

/4"

46' -

0"

28' -

10"

21' -

6 1

/4"

8' -

11 1

/2"

13' - 3 1/4"

7' -

11"

2 2 2 2 2 2 2 2 7

2

2

3

2

2 2 2 2

2

5

5

4

4

4

44

4

4

4

4

4 45555

1

1

1

1

1

11

1

1 1

11

4

5

14' -

2 3

/4"

6' -

8 3/

4"9'

- 10

1/4

"

10' -

3"

24' -

5"

11' -

4"

ATRIUM

7' - 1" 8' - 6" 12' - 8 3/4" 8' - 6 1/2" 27' - 5 1/2"

5' -

11 3

/4"

13' -

5 1

/2"

11' -

4"

8' -

4 3/

4"6'

- 10

"

6' - 3 1/2" 8' - 8" 14' - 1" 8' - 8" 33' - 4 1/2" 9' - 2 1/2" 10' - 11 1/4" 11' - 1" 8' - 3 1/4" 12' - 9 1/4"

17' -

3"

13' -

6 3

/4"

6' -

9"14

' - 3

"13

' - 1

1"13

' - 6

"7'

- 3"

9' - 7 1/2" 15' - 1 1/4" 15' - 2" 9' - 5"

7' -

1"13

' - 7

1/2

"13

' - 1

0"14

' - 5

"6'

- 8

1/2"

25' -

1 3

/4"

7' -

11"

Scale

Date

Drawn by

Checked by

ANNABELLEHUFFMANannabelle-design.com

1/8" = 1'-0"

4/13

/201

8 5:

29:2

5 AM

A-4

LEVEL 2 FLOORPLAN

Vorstellen CreativeInstitute

APRIL 23, 2018Author

Checker

1/8" = 1'-0"1 Level 2

DN

DN

FACULTY FACULTYUTILITY ROOM

STORAGE

UPPER ARTSTUDIO

ATRIUM

A-19

3

1A-20

EGRESS CORE

OPEN TOBELOW

BALCONY

WOMENMEN

46' -

0"

43' - 11 1/4" 19' - 4 3/4" 10' - 4" 11' - 9 1/2" 14' - 8 1/2" 9' - 8 1/4" 13' - 6"

49' - 4 3/4" 14' - 10 3/4" 13' - 7 1/2" 22' - 3" 13' - 5 1/4"

15' -

9 1

/4"

39' -

10

3/4"

7' -

4 1/

4"4'

- 9

1/4"2'

- 11

1/4

"2'

- 6

3/4"

13' -

2 1

/4"

4

4

4

44

4

4

2 2 2 2

2222

2

3

2

2 2 2 2 6

5

5

5

5

1

3

1 1 1

1

1

1

1

1

4

2

10' -

3"

24' -

5"

11' -

4"

18' -

3 3

/4"

9' -

7 1/

4"18

' - 1

"

15' - 8" 13' - 10 1/2" 14' - 4 3/4"

ATRIUM

ATRIUM

21' -

6 1

/4"

19' - 4 3/4" 14' - 7 1/4" 22' - 3" 22' - 10 1/2"

28' -

10"

12' -

9 1

/2"

8' -

8 3/

4"

18' -

3 3

/4"

9' -

7 1/

4"18

' - 1

"

19' - 2 1/4"

4' - 9 1/2" 39' - 9 1/4" 4' - 9"

19' - 11 3/4"

5' -

10 1

/2"

13' -

7"

11' -

2 1

/2"

8' -

6"6'

- 10

"

6' - 3" 8' - 9 1/4" 14' - 1" 8' - 7" 33' - 6 3/4" 9' - 2" 10' - 9 3/4" 11' - 2 1/4" 9' - 5 1/4" 11' - 6"

7' - 3" 8' - 6" 12' - 7" 8' - 6 1/4" 27' - 5 1/2"

6 6

55' -

0 1

/2"

49' - 3 1/2"

55' -

8"

Scale

Date

Drawn by

Checked by

ANNABELLEHUFFMANannabelle-design.com

1/8" = 1'-0"

4/13

/201

8 5:

29:4

3 AM

A-5

LEVEL 3 FLOORPLAN

Vorstellen CreativeInstitute

APRIL 23, 2018Author

Checker

1/8" = 1'-0"1 Level 3

UP

UP

UP

LOWER ARTSTUDIO

STUDENTLOUNGE

WOODWORKINGSTUDIO

FACULTY

EGRESS CORE

MEN WOMEN

LOBBY

CUSTOM BOOTH SEATING

EASEL AND STOOL

CART ONWHEELS

STORAGE ANDCLEANING

MEETING AREA

PLY STORAGE

STORAGE

EQUIPMENT AND WORK SURFACE

Scale

Date

Drawn by

Checked by

ANNABELLEHUFFMANannabelle-design.com

1/8" = 1'-0"

4/13

/201

8 5:

35:1

4 AM

A-6

LEVEL 1 FURNITUREPLAN

Vorstellen CreativeInstitute

APRIL 23, 2018Author

Checker

1/8" = 1'-0"1 Level 1 FURNITURE PLAN

DNUP

DNUP

DN

GALLERY

AUDITORIUM

FOYER

EGRESS CORE

KITCHEN MEN

ATRIUM

WOMEN

SPLIT LEVEL ENTRANCE

VARIOUSART DISPLAYS

WARMING DRAWERS

R

Scale

Date

Drawn by

Checked by

ANNABELLEHUFFMANannabelle-design.com

1/8" = 1'-0"

4/13

/201

8 5:

30:2

5 AM

A-7

LEVEL 2 FURNITUREPLAN

Vorstellen CreativeInstitute

APRIL 23, 2018Author

Checker

1/8" = 1'-0"1 Level 2 FURNITURE PLAN

DN

DN

FACULTY FACULTYUTILITY ROOM

STORAGE

UPPER ARTSTUDIO

OPEN TO BELOW

EGRESS CORE

OPEN TO BELOW

BALCONY

WOMENMEN

POTTERYWHEEL AND STOOL

STORAGEAND CLEAN

STORAGECARTSCOLLABORATION

ZONE

Scale

Date

Drawn by

Checked by

ANNABELLEHUFFMANannabelle-design.com

1/8" = 1'-0"

4/13

/201

8 5:

30:3

9 AM

A-8

LEVEL 3 FURNITUREPLAN

Vorstellen CreativeInstitute

APRIL 23, 2018Author

Checker

1/8" = 1'-0"1 Level 3 FURNITURE PLAN

UP

UP

UP

LOWER ARTSTUDIO

STUDENTLOUNGE

WOODWORKINGSTUDIO

FACULTY

LOBBYATRIUM

103' - 1"

SD

SD

SDSD SD

12' -

0"

SD SD

SD40' - 2"

SD

AV

FEC

LEGEND

2-Hour Fire Rated Walls

Denotes Path of Travel

Sprinkler System

Fire Extinguisher

Audio/Visual Fire Alarm

Smoke Detector

Dual Direction Exit Sign 1

Dual Direction Exit Sign 2

Single Direction Exit Sign 1

Single Direction Exit Sign 1

Single Direction Exit Sign 1

KEYNOTESOccupancy Classification: B - Businessand A-1 - Assembly

Maximum Path of Travel = 52' - 2"

Common Path of Travel = 34' - 10"

Exit Widths: Min: 3' - 0" Max: 5' - 0"For Door Schedule, see A - 02

FEC

FEC

FEC

FEC

AV

AV

AV

AVAV

AV

AV

AV AV

AV

AV

SD

15' -

6"

19' - 4"

FEC

FEC

FEC

MEN WOMEN

COMMON PATH OF TRAVEL

MAXIMUM PATH OF TRAVEL

Scale

Date

Drawn by

Checked by

ANNABELLEHUFFMANannabelle-design.com

1/8" = 1'-0"

4/13

/201

8 5:

30:4

7 AM

A-9

LEVEL 1 LIFESAFETY PLAN

Vorstellen CreativeInstitute

APRIL 23, 2018Author

Checker

1/8" = 1'-0"1 Level 1 Life Safety Plan

DNUP

DNUP

DN

AUDITORIUM

FOYER

OPEN TO ATRIUMBELOW

103' - 1"

SD

SDSD

SDSD

SD

SD

SD

SD

10' -

7"

5' - 2 1/2"

4' -

0 1/

4"

SD

AV

FEC

LEGEND

2-Hour Fire Rated Walls

Denotes Path of Travel

Sprinkler System

Fire Extinguisher

Audio/Visual Fire Alarm

Smoke Detector

Dual Direction Exit Sign 1

Dual Direction Exit Sign 2

Single Direction Exit Sign 1

Single Direction Exit Sign 1

Single Direction Exit Sign 1

KEYNOTESOccupancy Classification: B - Businessand A-1 - Assembly

Maximum Path of Travel = 64' - 11"

Common Path of Travel = 38' - 4"

Exit Widths: Min: 3' - 0" Max: 6' - 0"For Door Schedule, see A - 02

35' - 0"

23' -

11"

6' - 0"

18' - 6"

SD

AVAV

AV

AV

AV

AVAV

AV

AV

SPLIT LEVEL ENTRANCE

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

KITCHEN MEN WOMEN

GALLERY

COMMON PATH OF TRAVEL

MAXIMUM PATH OF TRAVEL

FIRE-LITE CERAMICWALLS (2HR RATED)

Scale

Date

Drawn by

Checked by

ANNABELLEHUFFMANannabelle-design.com

1/8" = 1'-0"

4/13

/201

8 5:

31:4

7 AM

A-10

LEVEL 2 LIFESAFETY PLAN

Vorstellen CreativeInstitute

APRIL 23, 2018Author

Checker

DN

DN

FACULTY FACULTY UTILITY ROOM

STORAGEUPPER ART

STUDIO

OPEN TOATRIUMBELOW

103' - 1"

SD

35' - 0"

23' -

11"

6' - 0"

SD

AVAVFE

C

FEC

OPEN TOAUDITORIUM

BELOW

MEN WOMEN

BALCONY

SD

AV

FEC

LEGEND

2-Hour Fire Rated Walls

Denotes Path of Travel

Sprinkler System

Fire Extinguisher

Audio/Visual Fire Alarm

Smoke Detector

Dual Direction Exit Sign 1

Dual Direction Exit Sign 2

Single Direction Exit Sign 1

Single Direction Exit Sign 1

Single Direction Exit Sign 1

KEYNOTESOccupancy Classification: B - Businessand A-1 - Assembly

Maximum Path of Travel = 64' - 11"

Common Path of Travel = 33' - 11"

Exit Widths: Min: 3' - 0" Max: 6' - 0"For Door Schedule, see A - 02

7' -

10 1

/4"

7' -

10 3

/4"

15' - 6"

2' - 8"

AVFE

C

AV

AVAVFECSD SD

SD

SD SD

SD

SD

SD SD

SD

COMMON PATH OF TRAVEL

MAXIMUM PATH OF TRAVEL

FIRE-LITE CERAMICWALLS (2HR RATED)

Scale

Date

Drawn by

Checked by

ANNABELLEHUFFMANannabelle-design.com

1/8" = 1'-0"

4/13

/201

8 5:

31:5

1 AM

A-11

LEVEL 3 LIFESAFETY PLAN

Vorstellen CreativeInstitute

APRIL 23, 2018Author

Checker

1/8" = 1'-0"1 Level 3 Life Safety Plan

5' -

0"7'

- 11

1/2

"19

' - 8

"7'

- 11

1/4

"5'

- 5

1/4"

5' - 11" 7' - 2" 18' - 9" 6' - 5 3/4" 5' - 7 1/2"

TRACK LIGHTING

LOWER ART STUDIOCLG. HT: 10' - 9"

5' - 8" 8' - 0 3/4" 5' - 8"

21' -

6 1

/4"

9' - 9 3/4" 9' - 2"

9' -

10"

10' -

0"

10' -

0"

10' -

0"

10' -

0"

5' -

10"

7' - 1" 9' - 3" 8' - 6 1/4" 8' - 7 3/4" 8' - 11 1/4" 6' - 10 1/2"

3' - 10" 8' - 11 3/4" 8' - 9 1/2" 3' - 0 3/4"5' - 5 1/4"

3' -

10"

7' -

5 1/

2"9'

- 6"

10' -

0 1

/4"

3' - 5 3/4"5' - 11 1/2" 5' - 11 1/2" 5' - 11 1/2"3' - 3 3/4" 8' -

5"5'

- 8

1/4"

4' - 9 1/4" 8' - 0" 5' - 4" 4' - 3" 3' - 11" 4' - 10" 4' - 3 1/4"

4' - 5 1/4" 12' - 9 1/2" 12' - 8 1/2"

2' - 0"

3' - 9"

3' - 5 3/4"

LEGEND

LED Ceiling Mount Pendant Indirect

Industrial Pendant

LUMA Metal LED Pendant

Custom Lighting Fixture

CUSTOM LIGHTINGFEATURE ABOVERECEPTION DESK

Track Lighting, Remote Controlled

Ceiling Mount Flush Fixture

Half-Dome Pendant Fixture

Scale

Date

Drawn by

Checked by

ANNABELLEHUFFMANannabelle-design.com

1/8" = 1'-0"

4/13

/201

8 5:

32:0

7 AM

A-12

LEVEL 1 REFLECTEDCEILING PLAN

Vorstellen CreativeInstitute

APRIL 23, 2018A. HUFFMAN

CORNERSTONES

1/8" = 1'-0"1 Level 1

5' -

7 1/

4"7'

- 10

1/2

"19

' - 7

"7'

- 11

3/4

"4'

- 11

1/2

"

6' - 6" 7' - 0 1/2" 18' - 8 3/4" 6' - 6" 5' - 2"

7' - 4 1/4" 8' - 3" 6' - 4 1/4" 6' - 11 1/2" 11' - 10 1/2" 12' - 9 3/4" 6' - 5 1/2"

3' -

0"10

' - 0

"10

' - 0

"7'

- 9

3/4"

4' -

5"12

' - 1

"4'

- 2

1/4"

10' -

1 3

/4"

4' -

2 1/

4"9'

- 7"

17' -

0 1

/2"

14' -

2 3

/4"

2' -

3"6'

- 11

1/2

"3'

- 8

1/4"

3' -

8"

9' -

6 3/

4"6'

- 2

1/2"

17' - 0" 15' - 3 1/4" 17' - 0 1/2"

5' - 8" 8' - 0 3/4" 5' - 8"

4' -

4"17

' - 2

1/4

"

LEGEND

LED Ceiling Mount Pendant Indirect

Industrial Pendant

LUMA Metal LED Pendant

Custom Lighting Fixture

Track Lighting, Remote Controlled

Ceiling Mount Flush Fixture

Half-Dome Pendant Fixture

Scale

Date

Drawn by

Checked by

ANNABELLEHUFFMANannabelle-design.com

1/8" = 1'-0"

4/13

/201

8 5:

32:1

1 AM

A-13

LEVEL 2 REFLECTEDCEILING PLAN

Vorstellen CreativeInstitute

APRIL 23, 2018Author

Checker

1/8" = 1'-0"1 Level 2

5' -

0 1/

4"7'

- 11

1/2

"19

' - 8

"7'

- 11

1/4

"5'

- 5"

5' - 10 1/4" 7' - 2" 18' - 9" 6' - 5 3/4" 5' - 8 1/4"

TRACK LIGHTING

5' - 8" 8' - 0 3/4" 5' - 8"

4' -

3 3/

4"

5' - 4 3/4" 11' - 1 3/4" 15' - 2 3/4" 9' - 9 1/2" 12' - 2 1/2" 6' - 3 1/4"

9' - 10 1/2" 13' - 4 1/4" 15' - 6" 14' - 10 1/4" 6' - 1 1/2"

5' -

3 1/

4"17

' - 1

1 3/

4"7'

- 6

3/4"

5' -

3 1/

4"14

' - 3

1/4

"11

' - 3

1/4

"

6' -

6 3/

4"9'

- 7

1/2"

14' -

7 1

/2"

3' -

9"12

' - 5

1/2

"14

' - 7

1/2

"

16' - 10" 15' - 11" 16' - 6 1/2"

14' -

7 3

/4"

13' -

6 1

/4"

14' -

4"

13' -

2"

LEGEND

LED Ceiling Mount Pendant Indirect

Industrial Pendant

LUMA Metal LED Pendant

Custom Lighting Fixture

Track Lighting, Remote Controlled

Ceiling Mount Flush Fixture

Half-Dome Pendant Fixture

Scale

Date

Drawn by

Checked by

ANNABELLEHUFFMANannabelle-design.com

1/8" = 1'-0"

4/13

/201

8 5:

32:1

6 AM

A-14

LEVEL 3 REFLECTEDCEILING PLAN

Vorstellen CreativeInstitute

APRIL 23, 2018Author

Checker

1/8" = 1'-0"1 Level 3

UP

LEGEND

Receptacle

Telephone Port

Data Port

Scale

Date

Drawn by

Checked by

ANNABELLEHUFFMANannabelle-design.com

1/8" = 1'-0"

4/13

/201

8 5:

32:1

9 AM

A-15

LEVEL 1ELECTRICAL PLAN

Vorstellen CreativeInstitute

APRIL 23, 2018Author

Checker

1/8" = 1'-0"1 Level 1 Elec/Mech Plan

DNUP

DNUP

DN

GALLERY

AUDITORIUM

FOYER

OPEN TOBELOW

SPLIT LEVEL ENTRANCE

KITCHEN MEN

WOMEN

LEGEND

Receptacle

Telephone Port

Data Port

Scale

Date

Drawn by

Checked by

ANNABELLEHUFFMANannabelle-design.com

1/8" = 1'-0"

4/13

/201

8 5:

32:2

4 AM

A-16

LEVEL 2ELECTRICAL PLAN

Vorstellen CreativeInstitute

APRIL 23, 2018Author

Checker

1/8" = 1'-0"1 Level 2 Electrical Plan

DN

DN

FACULTY FACULTYUTILITY ROOM

STORAGE

UPPER ARTSTUDIO

OPEN TOBELOW

OPEN TOBELOW

BALCONY

MEN WOMEN LEGEND

Receptacle

Telephone Port

Data Port

Scale

Date

Drawn by

Checked by

ANNABELLEHUFFMANannabelle-design.com

1/8" = 1'-0"

4/13

/201

8 5:

32:2

7 AM

A-17

LEVEL 3ELECTRICAL PLAN

Vorstellen CreativeInstitute

APRIL 23, 2018Author

Checker

1/8" = 1'-0"1 Level 3 Electrical Plan

4' -

2 1/

4"5'

- 8"

1' -

3"

11' -

1 1

/4"

3' - 0" 0' - 2" 3' - 0"

0' -

6"0'

- 5

1/4"

4' -

6"3'

- 5

1/4"

2' - 5 1/2"5' - 1 1/4"

20' - 1 1/2"

6' - 4 3/4"

2' - 3" 4' - 4 1/4" 3' - 1" 5' - 8 1/4" 2' - 9" 2' - 0"

EXPOSED ORIGINAL BRICK

MIRRORS ON EITHERSIDE OF WINDOW

OPEN UNDERNEATHSINK STATION

13' - 8 3/4" 6' - 4 1/2"

11' -

1 1

/4"

5' - 0 1/4" 0' - 1" 2' - 10 3/4" 0' - 1" 5' - 4 3/4"

2' - 3" 4' - 3 1/2" 3' - 1 3/4" 2' - 2 1/4" 1' - 7 1/4"

13' - 5 3/4"

4' -

5 3/

4"3'

- 0"

0' -

5 1/

2"0'

- 4"

0' -

6"2'

- 4"

11' -

1 1

/4"

0' -

10"

6' -

2"4'

- 1

1/4"

1' -

3"1'

- 7

3/4"0

' - 5

1/4

"7'

- 9

1/2"

OPEN UNDERNEATHSINK STATION

MIRROR

A-18 1

A-18 2

MEN

WOMEN

10' - 0 1/2" 14' - 2 1/4"

14' -

2 3

/4"

6' -

8 3/

4"

8' - 0 1/2" 2' - 0" 4' - 2" 4' - 4 1/4" 5' - 5"

8' - 9 1/4" 2' - 1"

0' - 11 1/4" 4' - 6" 4' - 7 1/4" 0' - 5" 2' - 0" 11' - 6 1/4"

Scale

Date

Drawn by

Checked by

ANNABELLEHUFFMANannabelle-design.com

1/2" = 1'-0"

4/13

/201

8 5:

32:3

1 AM

A-18

ELEVATIONS &DETAILS

Vorstellen CreativeInstitute

APRIL 23, 2018Author

Checker

1/2" = 1'-0"1 Women's Restroom 2nd Floor

1/2" = 1'-0"2 Men's Restroom 2nd Floor 1/2" = 1'-0"3 Level 2 RESTROOMS

5 FOOT TURN-AROUND RADIUS

URINAL

11' -

1 1

/4"

2' -

10"

0' -

8"7'

- 7

1/4"

6' - 10 1/2" 2' - 6" 5' - 2 1/2"

6' -

8"4'

- 5

1/4"

7' - 4" 7' - 2 3/4"

5' -

6 3/

4"5'

- 6

3/4"

CONCRETERECEPTION DESK

GLASS DOOR TO EGRESS/CORE

CURTAIN WALL

CHAIR

5' -

1 1/

4"3'

- 6"

0' -

2"0'

- 8

3/4"

1' -

7 1/

4"

11' -

1 1

/4"

5' -

7 1/

4"5'

- 6"

2' - 11 3/4"5' - 11 1/2"5' - 11 1/2"5' - 11 1/2"2' - 11 3/4"

1' - 8 3/4"2' - 6"3' - 5 1/2"2' - 6"3' - 5 1/2"2' - 6"3' - 5 1/2"2' - 6"1' - 8 3/4"

23' - 10"28' - 9 1/2"

0' - 9 3/4"1' - 4" 3' - 7" 1' - 6 3/4" 21' - 6"

2' - 1 3/4" 1' - 0"0' - 6" 2' - 0 3/4" 11' - 5 3/4" 5' - 8" 5' - 11"

0' - 9 3/4" 2' - 10" 2' - 0 3/4" 3' - 0" 11' - 3 3/4" 8' - 9"0'

- 11

1/2

"1'

- 1"

0' -

5"3'

- 2"

0' -

5"0'

- 11

3/4

"3'

- 0"

0' -

11 1

/2"

1' -

6"1'

- 4

1/4"

1' -

9 3/

4"0'

- 5"

3' -

1"0'

- 10

3/4

"

5' -

8"20

' - 1

1/2

"3'

- 4"

6' -

8"

17' - 6 1/2"

Scale

Date

Drawn by

Checked by

ANNABELLEHUFFMANannabelle-design.com

As indicated

4/13

/201

8 5:

32:3

6 AM

A-19

ELEVATIONS &DETAILS

Vorstellen CreativeInstitute

APRIL 23, 2018Author

Checker

1/2" = 1'-0"1 Elevation of Reception Desk

1/2" = 1'-0"2 Elevation of Custom Booth Seating

CONCRETE BOOTHSEATING

"FLOATING"WOOD TABLE

EXPOSEDBRICK WALL

3/8" = 1'-0"3 Elevation of Entrance

Level 10' - 0"

Level 212' - 0"

Level 324' - 0"

Level 436' - 0"

STUDENTLOUNGE

FOYER

UPPER ARTSTUDIO

LOWER ARTSTUDIO

FACULTY

EGRESS CORE

EGRESS CORE

EGRESS CORE

37' -

3"

10' -

9"

10' -

9"

10' -

9"

WOMEN

FACULTY

GALLERY

ELEVATOR

CIRCULATION

CIRCULATION CIRCULATION

CIRCULATION

CAST ALUMINUM

ATRIUM

7' -

6 1/

2"13

' - 6

1/2

"

ROOF LINE

Scale

Date

Drawn by

Checked by

ANNABELLEHUFFMANannabelle-design.com

3/16" = 1'-0"

4/13

/201

8 5:

32:5

5 AM

A-20

BUILDING SECTION& FEATURES

Vorstellen CreativeInstitute

APRIL 23, 2018Author

Checker

3/16" = 1'-0"1 BUILDING SECTION

UNIVERSAL DESIGN ELEMENTS:

• Varying surface heights throughout • ADA compliance throughout• Minimum clearances met • Dimmable light fixtures• Lever door handles • Flush floor changes • Contrast in floor and wall finishes• Easy-to-clean surfaces

SUSTAINABLE FEATURES:

• Water Sense Plumbing Fixtures• Air Filtration• Majority of the Annex Portion of the Building remains unchanged• Abundance of natural light• LED fixtures• Low-emitting materials and finishes used • Operable casement windows provide additionalventilation for studio areas