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HomeMy WebLinkAboutLS000 Code SummaryProject: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: CARMEL CITY CENTER Carmel, Indiana Building A Phase 1 COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue Date PEDCOR DESIGN GROUP LLC 0502.00 LS000 Code Summary 04.21.06 THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP,LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP,LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP,LLC. © COPYRIGHT 2006, 2007, 2008 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 24 BID SET A.220 LOUVER HT. ADJUSTMENT 11/24/08 DRAIN LOCATIONS BID SET A.310 A ISSUE, 12/12/08 BID SET A.210 FINAL ISSUE, 12/12/08 BID SET A.305C ISSUE, 12/17/08 E R 28 22 16 H 11 SCALE: NTS PLAN NORTH KEY PLAN FIRE PROTECTION PROGRAM PROJECT SUMMARY: The purpose of this report is to document the Fire Protection Program for Phase 1 of the Parking Garage and Building ‘A’ of the Carmel City Center and the fire protection requirements of the 2003 Indiana Building Code. The project will consist of a new structure of seven (7) stories on top of an enclosed parking garage, including residential, office and retail space. The facility will be fully sprinklered with 30 feet of yard space on all sides. The major occupa ncies of the building will be classified as R-2, M, B and S-2. Building ‘A’ will be non-combustible construction, classified as Type I -B construction, with a reduction in fire resistance to Type II-A construction based on high rise provisions. (Floor cont rol valves and supervision of sprinklers and code variance.) The parking garage will be Type I -A construction and separated from Building ‘A’ above by a 3-hour horizontal assembly per Section 508.2, IBC and code variance. APPLICABLE CODES: GOVERNING BUILDING CODES Indiana Building Code-2003 (2000 International Building Code & State Amendments) Indiana Fire Code-2003 (2003 International Fire Code & State Amendments) Indiana Electrical Code-2005 (2005 National Electrical Code & State Amendments) Indiana Mechanical Code-2003 (2000 International Mechanical Code & State Amendments) Indiana Plumbing Code-1999 (1997 Uniform Plumbing Code & State Amendments) Indiana Accessibility Code-2003 (Chapter 11 of the Indiana Building Code-2003) Indiana Elevator Code-2001 (ASME A-17.2 with State Amendments) Indiana Energy Conservation Code (IECC) – (CABO 1992 Edition with State Amendments) STANDARDS NFPA 10 – 1994 Portable Fire Extinguishers NFPA 13 – 1999 Installation of Sprinkler Systems NFPA 14 – 2000 Edition, Installation of Standpipes NFPA 20 – 1999 Edition, Installation and Use of Centrifugal Fire Pumps NFPA 37 – 1990 Edition, Installation and Use of Stationary Combustion Engines and Gas NFPA 72 – 1996 National Fire Alarm Code NFPA 82 – 1983 Edition, Waste and Linen Handling Systems and Equipment OTHER LAWS AND REGULATIONS General Administrative Rules (675 IAC 12) Americans with Disabilities Act (Federal Law) July 26, 1992 Fair Housing Act (Title VIII of Civil Rights Act of 1988) OCCUPANCY CLASSIFICATIONS: Building: Group R, Division 2; Group M; Group B Parking Garage: Group S, Division 2,Enclosed Parking Garage NOTE: Although there are not A-2 or A-3 occupancies identified in the building at this time, the potential for small assembly occupancies exists. Gener al code requirements for A-2 and A-3 occupancies have been included in this summary for information purposes to be used by the Architect in developing general parameters for these tenant spaces . CONSTRUCTION TYPE: Building: Type IIA (non-combustible; based on high rise building reduction in type of construction. Parking Garage: Type IA ALLOWABLE HEIGHT: Actual: Maximum Allowed By Code: 7 Stories Unlimited and height (Table 503) ALLOWABLE AREA: Area of lower level (parking garage) 67,254 sq.ft. Unlimited (Sec. 503) Area of first floor 59,470 sq.ft. Unlimited (Sec. 503) Area of second floor 47,921 sq.ft. Unlimited (Sec. 503) Area of third floor 47,921 sq.ft. Unlimited (Sec. 503) Area of fourth floor 47,921 sq.ft. Unlimited (Sec. 503) Area of fifth floor 22,856 sq.ft. Unlimited (Sec. 503) Area of sixth floor 25,044 sq.ft. Unlimited (Sec. 503) Area of seventh floor 21,818 sq.ft. Unlimited (Sec. 503) Area of penthouse level N/A 1/3 of supporting roof (Sec. 1509.2) Total floor area 272,951 sq.ft. Unlimited (Sec. 503) STRUCTURAL REQUIREMENTS CATEGORY MINIMUM FIRE RESISTANCE (Based on fire-resistance rating reduction for high rise) PARKING GARAGE (Minimum resistance) Supporting roof only Supporting Floors 1 hour (Table 601) 1 hour (Table 601) 2 hour (Supporting second floor per variance) 2 hour (Table 601) 3 hour (Table 601) Interior non-bearing walls (partitions) Non-combustible (Table 601) See Sec.602.2 Non-combustible walls (Table 601) See Sec. 602.2 Exterior parapet walls Not required (Sec. 704.11, Exc. 1 and 6) Not required (Sec. 704.11, Exc. 1 and 6) Exit accesscorridors 0 hour (B, M, A and S-2) (Table 1004.3.2.1) 1 hour (R-2 ) (Table 1004.3.2.1) 0 hour (B, M, S and S-2) (Table 1004.3.2.1) Vertical exit stair enclosures 2 hour (connecting = 4 stories incl. basement) (exceptions for up to 50% of the required) (Sec. 1005.3.2 and 1006) 2 hour (connecting garage levels and building above) Exit passageways Not less than 2 hour (Sec. 1005.3.3.2) Not less than 2 hour (Sec. 1005.3.3.2) Fire walls between maximum areas allowed by code 2 hour (structurally stable) (Table 705.4, Footnote a.) 2 hour (structurally stable) (Table 705.4, Footnote a.) Horizontal exit fire walls 2 hour (Sec. 1005.3.5) 2 hour (Sec. 1005.3.5) Fire barriers As required for its individual use as vertical enclosure, incidental use areas, exit passageways, etc. (Sec. 706) As required for its individual use as vertical enclosure, incidental use areas, exit passageways (Sec. 706) Floors Minimum fire resistance Mezzanine floors 1 hour 2 hour (Supporting second floor per variance) 1 hour (Sec. 505.1) 2 hour 3 hour (where separating garage from building above) (Sec. 508.2) 2 hour (Sec. 505.1) Stairways and escalators Unenclosed stairways and escalator openings Unenclosed stairways and escalator openings shall be provided with an 18” draft curtain with shall be provided with an 18” draft curtain with close - spaced sprinklers . (Sec. 707.2, Exc. 2, and close - spaced sprinklers . (Sec. 707.2, Exc. 2, and NFPA 13 -13 5 - 13.4) NFPA - 5 - 13.4) Shafts 2 hour (connecting = four stories including the basement) (Sec. 707.4) 1 hour (connecting < four stories) Supporting construction of shafts shall afford the same fire resistance rating as the shaft requirement (Sec. 707.5) 2 hour (when penetrating 3-hour separation between garage and building above) Supporting construction of shafts shall afford the same fire resistance rating as the shaft requirement (Sec.707.5) Elevator shafts Enclosure Venting Drainage 2 hour separation required when omitting sprinklers within shafts and machine rooms (Sec. 403.3.1.1.1) Required when penetrating more than three stories (3004) Required sump pump or drain required in hoistway pit (Indiana Elevator Safety Code 2002, Sec. 2.2.2.5) 2 hour (when penetrating 3 hour separation between garage and building above) Required when penetrating more than three stories (3004) Required sump pump or drain required in hoistway pit (Indiana Elevator Safety Code 2002, Sec. 2.2.5) Elevator lobby vestibules Not required (B, M, A and S-2) (Sec. 707.14.1) Not required (B, M, A and S-2) (Sec. 707.14.1) USE GROUP SEPARATIONS Furnace and boiler rooms over 400,000 BTU/hour input Refrigerant machinery rooms (per IMC, Chapter 11) Storage rooms > 100 sq. ft. Smoke resistant with automatic fire suppression Smoke resistant with automatic fire suppression system (Sec. 302.1.1.1) system (Sec. 302.1.1.1) 1 hour or provide automatic fire suppression 1 hour or provide automatic fire suppression system (Table 302.1.1) system (Table 302.1.1) Smoke resistant with automatic fire Smoke resistant with automatic fire e xtinguishing system (Sec. 302.1.1.1) e xtinguishing system (Sec. 302.1.1.1) OTHER SEPARATION Elevator equipment rooms and hoistways (to avoid shunt strip devices) Vertical exit enclosures Electrical “Rooms” Electrical vaults > 600 volts Transformers Dry Type < 112 ! kVA > 112 ! kVA Vaults Switch Gear – unenclosed switchgear over 35,000 volts Generator rooms Fire pump 2 hour fire resistive construction (Sec. 2 hour fire resistive construction (Sec. 903.3.1.1.1) 903.3.1.1.1) 2 hour fire resistive construction (Sec. 1005.2) 2 hour fire resistive construction (Sec. 1005.2) 3 hour rating [IEC, Sec. 110.31 (A)] 3 hour rating [IEC, Sec. 110.31 (A)] Not required [IEC 450.21 (A)] Not required [IEC 450.21 (A)] 1 hour [IEC 4502.1 (B) ]; See exceptions 1 hour [IEC 4502.1 (B) ]; See exceptions See Section IEC 450.41 for exceptions See Section IEC 450.41 for exceptions In a vault following IEC 450.41 through 450.48; In a vault following IEC 450.41 through 450.48; See IEC 230.212 See IEC 230.212 1 hour fire rated enclosure (NFPA 37 – 1990 1 hour fire rated enclosure (NFPA 37 – 1990 Edition, Section 2 - 1.1.2.2 ) Edition, Section 2 - 1.1.2.2 ) 1 hour fire rated enclosure with s prinklers 1 hour fire rated enclosure with s prinklers (NFPA 20 – 1999 Edition, Section 2 - 7.1.1 ) (NFPA 20 – 1999 Edition, Section 2 - 7.1.1 ) Roof deck fire resistance Supporting members and joists Roof surfacing class Stairways to roofs Roof Access 1 hour (Table 601, Footnote c.3., allows fire- retardant treated wood in Type I and Type II buildings) 1 hour (Table 601) Class A or B can be used (Table 1505.1) Required = 4 stories (unless 33% slope) (Sec. 1003.3.3.12.1) Required = 4 stories (Sec.1003.3.3.12.1) 1-1/2 hour (Table 601, Footnote c.3., allows fire-retardant treated wood in Type I and Type II buildings) 1 hour (Table 601) Class A or B can be used (Table 1505.1) Not required < 4 stories (Sec. 1003.3.3.12.1) Not required < 4 stories (Sec. 1003.3.3.12.1) Special fire resistance requirements below grade 3 hour separation required parking garage and first floor (Sec. 508.2 and code variance) 3 hour separation required parking garage and first floor (Sec. 508.2 and code variance) PROTECTION OF WALL OPENINGS: Openings in exterior walls greater than 30 feet Openings in interior bearing walls Openings in interior non-bearing walls (partitions) Openings in occupancy walls Openings in exit corridors Openings in exit passageways Openings in stair enclosures Openings in vertical shafts Openings in incidental- use 0 hour unlimited (Table 704.8) 0 hour (Table 714.2) 0 hour (Table 714.2) " in 1 hour fire barriers (Table 714.2) 1! hour in 2 hour fire barriers (Table 714.2) 0 hour (B, M, A and S-2) (Table 714.2) 20 minute (R-2) (Table 714.2) 1! hour (Table 714.2) 1! hour (Table 714.2) 1! hour (Table 714.2) Doors with closers; air transfer grilles to have fire dampers (Sec. 302.1.1.1) 0 hour unlimited (Table 704.8) 0 hour (Table 714.2) 0 hour (Table 714.2) " in 1 hour fire barriers (Table 714.2) 1! hour in 2 hour fire barriers (Table 714.2) 0 hour (B, M, A and S-2) (Table 714.2) 20 minute (R-2) (Table 714.2) 1! hour (Table 714.2) 1! hour (Table 714.2) 1! hour (Table 714.2) Doors with closers; air transfer grilles to have fire dampers (Sec. 302.1.1.1) Vertical Openings: Protection of vertical openings for fire resistive rated floors Penetrations by steel, ferrous or copper conduits, pipes, tubes , vents, concrete or masonry through a single fire-resistive floor assembly must have the annular space (between the floor and the penetrating item) filled with non-combustible material to prevent the passage of flame and hot gases (Sec. 711.4.1) Penetrations through a single concrete floor by steel, ferrous or copper conduits, pipes, tubes and vents with a maximum 6 inches nominal diameter are allowed without a shaft provide d concrete, grout or mortar is installed the full thickness of the floor to maintain the fire -resistive rating (Sec. 711.4.1) Duct penetrations of more than one (1) fire -rated floor/ceiling assembly shall be located within a shaft per Section 707. Duct penetrations of fire-rated floor/ceiling assembly that connects not more than two (2) stories are permitted without a shaft provided a fire damper is installed at the floor line. (Sec. 715.6.1) Through penetrations of only one (1) fire-rated floor/ceiling assemblies or three (3) stories or more by other items shall be located within a shaft or comply with Exception 1, 2 or 3 of Section 711.4.1 . Electrical outlet boxes of any material are permitted provided such boxes are tested for use in fire- resistive rated assemblies. Interior Finish Maximum Flame Spread & Smoke Developed Occupancy Sprinklered (Sec. 803.4) Vertical Exits & Passageways Exit Access Corridors & Other Exitways Rooms and Enclosed Spaces A-2, A-3 B B C R-2 C C C B, M B C C S C C C Class A Class B Class C Interior floor finish: Required vertical exits and passageways Corridors providing exit access Rooms or enclosed spaces Insulation considerations: Exposed Concealed Within plenums/ducts Piping Flame Spread of 0-25, Smoke Development limits of 450 (Sec. 803.1) Flame Spread of 26-75, Smoke Development limits of 450 (Sec. 803.1) Flame Spread of 76-200,Smoke Development limits of 450 (Sec. 803.1) Class II or DOC FF-1 “Pill Test” (Sec. 804.5.1, Exc.) Class II or DOC FF-1 “Pill Test” (Sec. 804.5.1, Exc.) Class II or DOC FF-1 “Pill Test” (Sec. 804.5.1) 25 flame spread (Sec. 718.3), 450 smoke developed 25 flame spread (Sec. 718.2) , 450 smoke developed 25 flame spread (IMC 604.3), 50 smoke developed 25 flame spread (IMC 1204.1), 50 smoke developed EXIT REQUIREMENTS Exit Sizes Exit size measured in units of feet. Minimum Maximum Doors - width - height Stairs - risers - treads - maximum height between landings - width - headroom - landing width - reduction of landing width by door - trim projection - handrail projection - handrails - intermediate handrails Corridors - width - height - projections 32” minimum width (Sec. 1003.3.1.1) 6’-8” (Sec. 1003.3.1.1) 4” (Sec. 1003.3.3.3) 11” (Sec. 1003.3.3.3) No Requirements 44” (Sec. 1003.3.3.1) 6’-8” (Sec. 1003.3.3.2) equal to stair (Sec. 1003.3.4) 34”, two required Handrail within 30” of required stair width; 1!” gap to wall 44” (Sec. 1004.3.2.2) 7’-0” (Sec. 1003.2.4) 4’-0” (Sec. 1003.3.1.1) No Requirements 7” (Sec. 1003.3.3.3) No Requirements 12’ vertically (Sec. 1003.3.3.6) 7” (Sec. 1003.3.3.4) 1!” (Sec. 1003.3.3.11.6) 4!” (Sec. 1003.3.3.11.7) 38” (Sec. 1003.3.3.11.1) (Sec. 1003.3.3.11.3) No limitations No limitations 7” reduction of corridor width; doors cannot reduce corridor width by more than ! during swing. Egress width per occupant served Sprinklered Stairways Other egress components (doors, corridors, horizontal exits) Assembly without smoke protected seating: Stairways Other egress components 7” risers or less and 11” treads or greater 0.2 (Table 1003.2.3) 0.15 (Table 1003.2.3) 0.3 (Sec. 1008.5.1) 0.2 (Sec. 1008.5.1) Occupancy Load Factors Residential Mercantile (basement and first floor) Mercantile (other floors) Storage/mechanical Office Parking garage Assembly (chairs only) Assembly (table and chairs) Square Feet/Person 200 Gross Table 1003.2.2.2 30 Gross Table 1003.2.2.2 60 Gross Table 1003.2.2.2 300 Gross Table 1003.2.2.2 100 Gross Table 1003.2.2.2 200 Gross Table 1003.2.2.2 7 Net Table 1003.2.2.2 15 Net Table 1003.2.2.2 Number of exits Where one exit is allowed: Occupancy B, M, A B, S S R R-2 Multiple exits: 1 2 1 1 2 Occupant Load 1-500 501-1000 more than 1000 Max. Allowances 50 Occupants (Table 1005.2.2), 75’ Common Path of Travel 30 Occupants (Table 1005.2.2), 75’ Common Path of Travel 30 Occupants (Table 1005.2.2), 100’ Common Path of Travel 10 Occupants (Table 1005.2.2), 100’ Common Path of Travel 4 Dwelling Units (Table 1005.2.2), 50’ Common Path of Travel Min. Number of Exits 2 (Table 1005.2.1) 3 (Table 1005.2.1) 4 (Table 1005.2.1) Egress Width Maintained Multiple means of egress Shall be sized that loss of any one means of egress shall not reduce the available capacity to less than 50% of the required capacity (Sec. 1003.2.3) Special Egress Situation Basement stair interruption Stair access to roof Winding stairways Circular stairways Spiral stairways Alternating tread stair Changes in elevation Guard rails Boiler and fuel equipment rooms over 400,000 BTU’s and 500 square feet Refrigeration machinery rooms over 1,000 square feet Electrical rooms Required (Sec. 1005.3.2.3) Required at 4 connected stories including basements (Sec. 1003.3.3.12) Not permitted (Sec. 1003.3.3.8) Permitted (Sec. 1003.3.3.7) Limited use (Sec. 1003.3.3.9) Limited use (Sec. 1003.3.3.10) By ramp when less than 12” (Sec. 1003.2.7) Required on open sides of stairs, ramps, landings > 30” above surface below (See Sec. 1003.2.12) 2 exits required (Sec. 1007.1) 2 exit required (Sec. 1007.2) See IEC Sec. 110.26 (C) for situations General Panic hardware required Door swing in direction of travel Separate atmosphere egress systems R, M, A B S-2 Common path of travel Use Groups: R-2, M, A Use Groups: B, S Each door in a means of egress from an occupancy of Group A having an occupant load of 100 or more from rooms, corridors or the building (Sec. 1003.3.1.9) Occupant load of 50 or more (Sec. 1003.3.1.2) No requirement 250’ with sprinklers (Table 1004.2.4) 300’ with sprinklers (Table 1004.2.4) 400’ with sprinklers (Table 1004.2.4) 75’ (Sec. 1004.2.5) 100’ with sprinklers (Sec. 1004.2.5, Exc. 1) Maximum dead end corridor Basement stair interruption Grade level stair discharge Exit Lighting Exit Signs Emergency Lighting 20’ (Sec. 1004.3.2.3) 50’ B Occupancies with sprinklers (Sec. 1004.3.2.3, Exc. 2) Length of dead end is less than 2.5 times the width (Sec. 1004.3.2.3, Exc. 3) Required; (Sec. 1005.3.2.3) Enclosed until exiting the building (Sec. 1006.1) Exception: 1. a. Clear path to exterior from exit enclosure (Sec. 1006.1, Exc. 1, 1.1) b. Area of exit discharge is separated from area below with the same rating as the exit enclosure (Sec. 1006.1, Exc. 1, 1.2) c. Protected by sprinklers (Sec. 1006.1, Exc. 1, 1.3) 2. Maximum 50% of number and capacity of the enclosures is permitted to egress through a vestibule. a. Area of exit discharge is separated from area below with the same rating as the exit enclosure (Sec. 1006.1, Exc. 1, 1.2) b. Depth from exterior or building is not greater than 10 feet and the length is not greater than 30 ft. (Sec. 1006.1, Exc. 2, 2.2) c. Area is separated from the remainder of the level by at least wired glass and st eel frame. (Sec. 1006.1, Exc. 2, 2.4) d. The area is only used for exit discharge (Sec. 1006.1, Exc. 2, 2.4) Required all times the building is occupied (Sec. 1003.2.11); exception for dwelling units and sleeping rooms in R-2 occupancy. Required if rooms requires two or more means of aggress (Sec. 1003.2.10.1); exception for dwelling units in R-2 occupancy. Required for not less than 90 minutes. (Sec. 1003.2.11.2) FIRE PROTECTION SYSTEMS Automatic sprinklers Standpipes and hoses Portable Fire extinguishers Building Parking garage Elevator machine room Fire Alarm Systems Assembly < 300 B Occupancy M Occupancy R-2 Occupancy S-2 Occupancy Provided for allowable area (Sec. 504.2 and 506 ) Allowable height (Sec. 504) High rise building (Sec. 403.2) And variance Required, floor level > 30 ft. above fire department access, Class I allowed (Sec. 905.3.1, Exc. 1) - Every required stairway [Sec. 905.4(1)] - Hose connection located at an intermediate landing between floors [Sec. 905.4(1)] - Roof connection when slope is < 4/12 or the highest landing with stair access to roof [Sec. 905.4(5)] - Additional hose connections when the most remote portion of the building is more than 200 ft. from a hose connection [Sec. 905.4(6)] Not required Not required Required in elevator machine room (Elevator Code Sec. 8.6.1.6.5) Required (Sec. 907) Manual pull stations not required (Sec. 907.2.1) Manual pull stations required (Sec. 907.2.2) Manual pulls not required if notification devices activate upon spr inkler water flow (Exc. 907.2.2) Manual pull stations required (Sec. 907.2.7) Manual pulls not required if notification devices activate upon sprinkler water flow ( Exc. 907.2.7) Manual pull stations required (Sec. 907.2.9) Manual pulls not required if building is equipped throughout with an approved, supervised automatic sprinkler system which has local alarm (Sec. 907.2.9, Exc. 2) Not required (Sec. 907) Emergency Operations Voice/alarm communication Smoke detection Annunciation: Water flow of sprinklers Trouble alarm Tamper switch Smoke detectors: Part of elevator recall Part of HVAC units Explosion relief venting Required (Sec. 403.6) - In air handling units over 2000 CFM to shut down the air distribution system (IMC Sec. 606) - Elevator automatic recall by smoke or heat detection in the hoistway and smoke detection in the elevator lobbies and machine room (ANSI/ASME A17.1, Sec. 2.27.3.2.1 and NFPA 72 Sections 3-8.14.3 and 3-8.14.4) - General building alarm - Signal to a constantly attended location capable of contact ing the local fire department - Constantly attended location; no fire department notification - Constantly attended location; no fire department notification - Recall elevators - Constantly attended location; no fire department notification (NFPA 72, Sec. 3-18.14.15) - Shut down HVAC unit - Constantly attended location; no fire department notification (Sec. 907.11) Not applicable Smoke and heat venting Not applicable ACCESSIBILITY All public and common areas in building and site are required to be accessible (except mechanical rooms, janitor closets, tunnels etc.) Elevator Unisex bathing and toilet rooms Apartments/Condominiums Exits: First floor Above and below the first floor Horn/strobe units ADA IBC, Chapter 11, Accessibility Code Required ADA Title III, Section 36.401 IBC Chapter 11, Sec. 4.1.3 Required in Group A and M occupancies (IBC, Sec. 2912.1) Required to be adaptable (IBC, Chapter 11 Accessibility, Part 2) (Fair Housing Act Title VII I of Civil Rights Act of 1988) - Accessible route into and through the unit. - Light switches, electrical outlets, thermostats and other environmental controls in accessible locations. - Reinforcements in bathroom walls to allow later installation of grab bars around toilet, tub, shower stall and shower seat. - Kitchens and bathrooms such that an individual in a wheelchair can maneuver about the space. Required from each room/area equal to the number of exits required by the building code (Sec. 4.1.3 (9)) Same as number of exits Areas of Rescue Assistance (Sec. 4.1.3 (9)) (Exception: supervised automatic fire suppression system throughout) (Sec. 4.1.3(9)) Required – common use areas including all classrooms, restrooms, meeting rooms, etc. High Rise Building Provisions Automatic sprinkler system Reduction in fire resistance Shaft enclosures Automatic smoke detection Emergency voice/alarm communications systems Fire Department communications systems Fire Command Center Elevators Standby power, light and emergency systems Generator Fuel supply Capacity Connected Facilities Separated circuits and fixtures Emergency systems Stairway door operation Stairway communication system Seismic considerations Required throughout (Sec. 403.2) Type IB construction allowed to be reduced to Type IIA in buildings with sprinkler control valves equipped with supervisory initiating devices and water flow initiating devices for each floor (Sec. 403.3) Fire resistance rating may be reduced to one-hour where automatic sprinklers are installed within the shafts at the top and at alternate floor levels (Sec. 403.3.2). Required, complying with Section 907.2.12 Required, complying with Section 907.2.12.3 Required, complying with Section 907.2.12.2 Required, complying with Section 911 Operation complying with Chapter 30 2-hour enclosure (if within building) (Sec. 403.10.1) 2-hour full demand (on-premises) Simultaneous operation of all connected electrical equipment Power and lighting facilities for the fire command center, elevators and fire pump shall be automatically transferable to the standby source (Sec. 403.10.1.2) Separate lighting circuits and fixtures providing not less than 1 footcandle light intensity at the floor are required for egress corridors, stairways, smoke proof enclosures, elevator cars and lobbies (Sec. 403.10.2) Exit signs, exit illumination and elevator car lighting shall operate within 10 seconds of failure of normal power (Sec. 403.10.3) Permitted to be locked from stairway side when capable of being unlocked simultaneously without unlatching upon signal from the fire command center (Sec. 403.11) Telephone or two-way communication system provided at not less than every fifth floor connected to an approved constantly attended station. (Sec. 403.11.1) Required, complying with Chapter 16 (Sec. 403.12) PLUMBING FIXTURES Section 2902 of the 2003 Indiana Building Code allows the number of required plumbing fixtures to be based on the actual or anticipated occupant loads of the building. Factors for determining the minimum number of fixtures required per Table 29 are as follows: Business (Offices): Water Closets Urinals Lavatories 1 per 25 males Urinals may be substituted for 50% of the required male water closets. 1 per 40 males 1 per 25 females 1 per 40 females Drinking fountains 1 per 100 people Retail Spaces: Water Closets Urinals Lavatories 1 per 500 males Urinals may be substituted for up to 50% of the required male water closets. 1 per 750 males 1 per 500 females 1 per 750 females Drinking fountains 1 per 1000 people Apartments/Condominiums: Water closets Urinals Lavatories Bath tubs/showers Drinking fountains Service sink Automatic clothes water connection Distance to Restrooms: Public Facilities 1 per dwelling unit N/A 1 per dwelling unit 1 per dwelling unit N/A 1 kitchen sink per dwelling unit 1 per 20 dwelling unit 500 feet maximum (Sec. 2906) ELEVATOR Size Firefighter Emergency Operations Phase I-Emergency Recall Phase II-Emergency In-Car Operation Stand By Power Hoistway Venting Fire Extinguisher Hoistway Pit Drainage 80” x 51” or 68” x 54” Less than four stories refer to Indiana Elevator Code Indiana Accessibility Code and ADA for minimum dimensions (Sec. 3002.4.1) Required (Sec. 3003.2) Required (Sec. 3003.2) Required (Sec. 1003.2.13.3) Required (Sec. 3004.1) Class ‘ABC’ Required (Elevator Code Sec. 8.6.1.6.5) Sump pump or drain required (no oil separator required) (Elevator Code Sec. 2.2.2.5) (See variance) ROOF: Not Required (R-2) (See Variance) handrail (Sec. 1003.3.3.11.2) Required when required stair width is > 30” from Max. Ht. Story above Grade Maximum travel distance to an exit discharge. Maximum 50% of number and capacity of enclosures is permitted to egress through the level of Interior bearing walls, columns and beams DLW JAW 04.06.07 10/24/08 All Bid Sets