01.00_A_PROJO_StateInitials_BT_City_DraftorFinal_PPDC.doc€¦ · Web viewAmerican Institute of Steel ... of America MFMA Maple Flooring Manufacturers Association MIA Marble Institute

Armed Forces Retirement Home Design Build Services Request for ProposalGulfport, Mississippi 21 May 2007

N – BUILDING CODES AND STANDARDS

INTRODUCTIONThe Armed Forces Retirement Home (AFRH) in Gulfport, Mississippi is a new high-rise retirement community containing approximately 620,000 gross square feet of space and support facilities to replace the facility damaged by Hurricane Katrina.

The current plan is to provide the overall building program in a single six- to seven-story high-rise building. The ground (1st Floor) level will be primarily an open parking garage with stairs and elevators to reach the upper floors. The 2nd floor will house the Community (Main) Level, containing all support, shipping & receiving as well as common spaces such as dining, recreation, wellness, and shops area. The 3rd floor will contain Assisted Living, Memory Support, and Long Term Care Units. Floors 4 through 7 will hold Independent Living units. All units will consist of a living/bedroom area with a bathroom with accessible sink, toilet and shower. There will be mechanical penthouse areas on the roof for mechanical and elevator machine rooms.

The building will have complete automatic fire protection sprinkler protection, a fire standpipe system, and an automatic and manual fire alarm and detection system.

JURISDICTIONThe Code Authority for this project is the U.S. General Services Administration – Atlanta Region (GSA). Although not required, the City of Gulfport, MS (Gulfport) may be utilized to provide certain permit and review functions as relating to site development, plumbing, electrical, mechanical, fire protection and life safety systems. Such support from the City of Gulfport will be requested on a case-by-case basis as authorized and directed by GSA. The City of Gulfport may also be utilized to provide certain system acceptance testing and commissioning services, also as directed by GSA.

APPLICABLE CODES AND STANDARDS

AAMA American Architectural Manufacturer’s Association

ACI 301-05 American Concrete Institute “Specification for Structural Concrete for Buildings”

ACI 318-05 American Concrete Institute “Building Code Requirements for Structural Concrete and Commentary”

ACI 530-05 American Concrete Institute “Building Code Requirements for Masonry Structures”

ADAAG Americans Disabilities Act Accessibility Guidelines

AISC 360-05 American Institute of Steel Construction “Specification for Structural Steel Buildings”

General Services Administration N - 1 Public Buildings ServiceSoutheast Sunbelt Region Chapter 7

Real Estate Design and Construction

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ADC Air Diffusion Council

AGA American Gas Association

AIA The American Institute of Architects

AISC American Institute of Steel Construction



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AISC 360-05 American Institute of Steel Construction “Specification for Structural Steel Buildings”

AMCA Air Movement and Control Association, Inc.

ANSI American National Standards Institute

ANSI/BHMA Builder’s Hardware Manufacturers Association

ANSI/SCTE 77 2002 Society of Cable Telecommunications Engineers “Specification for Underground Enclosure Integrity”

APA American Plywood Association

ARI Air Conditioning and Refrigeration Institute

ARMA Asphalt Roofing Manufacturers Association

ASCE 7-05 American Society of Civil Engineers “Minimum Design Loads for Buildings and Other Structures”

ASCE 24-05 American Society of Civil Engineers “Flood Resistant Design and Construction”

ASHRAE American Society of Heating, Refrigeration, and Air Conditioning Engineers

ASHRAE 90.1 2004 Energy Standard for Buildings Except Low-Rise Residential Buildings

DOJ Vulnerability Assessment of Federal Facilities, 28 June 1995

City of Gulfport Comprehensive Plan

Code of Ordinances City of Gulfport, Mississippi (Applicable ordinance 243)

EPAct 2005 Energy Policy Act of 2005

Flood Damage Prevention Ordinance, City of Gulfport, Mississippi

GSA General Services Administration “Progressive Collapse Analysis and Design Guidelines for New Federal Office Buildings and Major Modernization Facilities” (June 2003)

GSA – PBS-P100 General Services Administration Facility Standards for the Public Buildings Service (March 2005)

IBC International Building Code – 2006



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IECC International Energy Conservation Code – 2003

IEEE Institute of Electrical and Electronics Engineers

IESNA Illuminating Engineering Society of North America Handbook Ninth Edition

ASLA American Society of Landscape Architects

ASME American Society of Mechanical Engineers

ASSE American Society for Sanitary Engineering

ASTM American Society for Testing and Materials

AWCMA American Window Covering Manufacturers Association

AWI Architectural Woodworking Institute Quality Standards

AWPA American Wood-Preservers Bureau

AWPI American Wood-Preservers Institute

AWS American Welding Society

AWS D1.1 American Welding Society “Structural Welding Code – Steel”

AWWA American Water Works Association

BHMA Builder’s Hardware Manufacturers Association



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GSA – PBS-P100 GSA Progressive Collapse Analysis and Design Guidelines, June 2003

General Services Administration Facility Standards for the Public Buildings Service (March 2005)

HEI Heat Exchange Institute

HI Hydronics Institute

HMA Hardwood Manufacturers Association

IA The Irrigation Association

IBC International Building Code – 2006

IBD Institute of Business Designers

IBR Institute of Boiler and Radiator Manufacturers

IFCIECC ICC, 2006 International Fire CodeInternational Energy Conservation Code – 2003

IFGCIEEE International Fuel Gas Code – 2006Institute of Electrical and Electronics Engineers

IMCIESNA International Mechanical Code – 2006Illuminating Engineering Society of North America Handbook Ninth Edition

IPCIFC International Plumbing Code – 2006ICC, 2006 International Fire Code

IPCMIFGC International Property Maintenance Code – 2006International Fuel Gas Code – 2006

IMC International Mechanical Code – 2006

IPC International Plumbing Code – 2006

IPCM International Property Maintenance Code – 2006

ISC Security Design Criteria (Recommendation only) 29 Sept. 2004

Mississippi Department of Transportation (MDOT) Standards and Specifications

Mississippi Stormwater Design Manual and the SWPPP Guidance Manual for Construction Activities



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NEC National Electric Code – 1999

NFPA 10 Portable Fire Extinguishers, 2007

NFPA 13 Installation of Sprinkler Systems, 2007

NFPA 14 Installations of Standpipe Systems, 2007

NFPA 17A Installation of Wet Chemical Systems. 2002

NFPA 20 Installation of Stationary Pumps for Fire Protection, 2007

NFPA 70 National Electrical Code, 2005

NFPA 72 The National Fire Alarm Code, 2007

NFPA 90A Installation of Air-Conditioning and Ventilation Systems, 2002

NFPA 96 Standard for Ventilation Control and Fire Protection of Commercial Cooking Operations, 2004

NFPA 101 Life Safety Code, 2006

NFPA 110 Emergency and Standby Power Systems, 2005

KCMA Kitchen Cabinet Manufacturers Association

LIA Lead Industries Association

LPI Lightning Protection Institute

MBMA Metal Building Manufacturer’s Association



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MCAA Mechanical Contractors Association of America

MFMA Maple Flooring Manufacturers Association

MIA Marble Institute of America

ML / SFA Metal Lath / Steel Framing Association

NAAMM National Association of Architectural Metal Manufacturers

NAPA National Asphalt Pavement Association

NAPHCC National Association of Plumbing-Heating-Cooling Contractors

NEC National Electric Code – 1999

NEMA National Electrical Manufacturers Association

NETA International Electrical Testing Association

NFPA National Fire Protection Association

NFPA 10 Portable Fire Extinguishers, 20027

NFPA 13 Installation of Sprinkler Systems, 20027

NFPA 14 Installations of Standpipe Systems, 20037

NFPA 17A Installation of Wet Chemical Systems. 2002

NFPA 20 Installation of Stationary Pumps for Fire Protection, 20037

NFPA 70 National Electrical Code, 2005

NFPA 72 The National Fire Alarm Code, 20027

NFPA 90A Installation of Air-Conditioning and Ventilation Systems, 2002

NFPA 96 Standard for Ventilation Control and Fire Protection of Commercial Cooking Operations, 2004

NFPA 101 Life Safety Code, 20036



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NFPA 110 Emergency and Standby Power Systems, Latest Edition2005

NFPA 780 Installation of Lightning Protection Systems, Latest Edition2004

NUSIG National Uniform Seismic Installation Guidelines

PCI MNL 120 Precast / Prestressed Concrete Institute “PCI Design Handbook – Precast and Prestressed Concrete”

UFAS Uniform Federal Accessibility Standards

UFC 1-200-01 Unified Facilities Criteria “Design: General Building Requirements, 2005”

UFC 3-120-01 Unified Facilities Criteria “Air Force Sign Standard”, 6 Feb. 2003

UFC 3-520-01 Unified Facilities Criteria “Interior Electrical Systems”, 10 June 2002

UFC 3-530-01 Unified Facilities Criteria “Interior and Exterior Lighting and Controls”, 22 August 2006

UFC 3-540-04N Unified Facilities Criteria “Diesel Electric Generating Plants” 16 January 2004

UFC 3-550-03N Unified Facilities Criteria “Power Distribution Systems” 16 January 2004

UFC 3-560-01 Unified Facilities Criteria “Electrical Safety, O&M; with Change 1” 6 December 2006

UFC 3-560-10N Unified Facilities Criteria “Safety of Electrical Transmission and Distribution Systems” 16 January 2004

UFC 3-600-01 Unified Facilities Criteria, “Fire Protection Engineering for Facilities”, 20 August 2003

UFC 4-021-01 Unified Facilities Criteria “Design and O & M: Mass Notification Systems

USEPA Clean Water Act – Section 404

US General Services Administration Standard Test Method for Glazing and Window Systems Subjected to Dynamic Overpressure Loadings

U.S. Army Corps of Engineers Regulatory Program Regulations (33 CFR 320-331)

NHLA National Hardwood Lumber Association



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NKCA National Kitchen Cabinet Association



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OSHA Occupational Safety & Health Administration

PCI MNL 120 Precast / Prestressed Concrete Institute “PCI Design Handbook – Precast and Prestressed Concrete”

PDI Plumbing Drainage Institute

SMACNA Sheet Metal and Air Conditioning Contractors National Association, Inc.

SSSPC Steel Structure Painting Council

TCA Tile Council of America, Handbook for Ceramic Tile Installation.

TIA Telecommunications Industry Alliance

UFC 1-200-01 Unified Facilities Criteria “Design: General Building Requirements, 2005”

UFC 3-120-01 Unified Facilities Criteria “Air Force Sign Standard”, 6 Feb. 2003

UFC 3-520-01 Unified Facilities Criteria “Interior Electrical Systems”, 10 June 2002

UFC 3-530-01 Unified Facilities Criteria “Interior and Exterior Lighting and Controls”, 22 August 2006

UFC 3-540-04N Unified Facilities Criteria “Diesel Electric Generating Plants” 16 January 2004

UFC 3-550-03N Unified Facilities Criteria “Power Distribution Systems” 16 January 2004

UFC 3-560-01 Unified Facilities Criteria “Electrical Safety, O&M; with Change 1” 6 December 2006

UFC 3-560-10N Unified Facilities Criteria “Safety of Electrical Transmission and Distribution Systems” 16 January 2004

UFC 3-600-01 Unified Facilities Criteria, “Fire Protection Engineering for Facilities”, 20 August 2003



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UFC 4-021-01 Unified Facilities Criteria “Design and O & M: Mass Notification Systems

UL Underwriters Laboratories

USDA U.S. Department of Agriculture

USEPA Clean Water Act – Section 404

VA – HVAC Department of Veteran Affairs – HVAC Design Manual For Domiciliary and Nursing Home Projects

VA – HVAC Department of Veterans Affairs (VA) Plumbing Design Manual For Domiciliary Projects

VA – HVAC Department of Veterans Affairs (VA) Design and Construction Procedures

VA – HVAC Department of Veterans Affairs (VA) Program Guides

VA – HVAC Department of Veterans Affairs (VA) Master Specifications

VA – HVAC Department of Veterans Affairs (VA) Seismic Design Requirements

VA – HVAC Veterans Administration Handbook # 0730/1 Security & Law Enforcement, 20 Aug. 2004



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ORGANIZATIONS

Organizations referred to in this document include the following:

AAMA American Architectural Manufacturer’s Association

ADC Air Diffusion Council

AGA American Gas Association

AIA The American Institute of Architects

AISC American Institute of Steel Construction

AMCA Air Movement and Control Association, Inc.

ANSI American National Standards Institute

ANSI/BHMA Builder’s Hardware Manufacturers Association

APA American Plywood Association

ARI Air Conditioning and Refrigeration Institute

ARMA Asphalt Roofing Manufacturers Association

ASLA American Society of Landscape Architects

ASME American Society of Mechanical Engineers

ASSE American Society for Sanitary Engineering

ASTM American Society for Testing and Materials

AWCMA American Window Covering Manufacturers Association

AWI Architectural Woodworking Institute Quality Standards

AWPA American Wood-Preservers Bureau

AWPI American Wood-Preservers Institute

AWS American Welding Society

AWS D1.1 American Welding Society “Structural Welding Code – Steel”

AWWA American Water Works Association

BHMA Builder’s Hardware Manufacturers Association

BIA Brick Institute of America

BICSI Building Industry Consulting Service International

CAGI Compressed Air and Gas Institute

CCC Carpet Cushion Council

CDA Cooper Development Association

CGA Compressed Gas Association



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CISCA Ceiling and Interior Systems Construction Association

CISPI Cast Iron Soil Pipe Institute

CRI Carpet and Rug Institute

CRSI Concrete Reinforcing Steel Institute

CTI Ceramic Tile Institute of America

DHI Door and Hardware Institute

DIPRA Door and Hardware Institute

DLPA Decorative Laminate Products Association

EIA Electronic Industries Association

EIMA Exterior Insulation Manufacturers Association

FCI Fluid Controls Institute

FGMA Flat Glass Marketing Association

FTI Facing Tile Institute

HEI Heat Exchange Institute

HI Hydronics Institute

HMA Hardwood Manufacturers Association

IA The Irrigation Association

IBD Institute of Business Designers

IBR Institute of Boiler and Radiator Manufacturers

KCMA Kitchen Cabinet Manufacturers Association

LIA Lead Industries Association

LPI Lightning Protection Institute

MBMA Metal Building Manufacturer’s Association

MCAA Mechanical Contractors Association of America

MFMA Maple Flooring Manufacturers Association

MIA Marble Institute of America

ML / SFA Metal Lath / Steel Framing Association

NAAMM National Association of Architectural Metal Manufacturers

NAPA National Asphalt Pavement Association

NAPHCC National Association of Plumbing-Heating-Cooling Contractors

NEMA National Electrical Manufacturers Association

NETA International Electrical Testing Association

NFPA National Fire Protection Association



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NHLA National Hardwood Lumber Association

NKCA National Kitchen Cabinet Association

NRCA National Roofing Contractors Association

OSHA Occupational Safety & Health Administration

PDI Plumbing Drainage Institute

SMACNA Sheet Metal and Air Conditioning Contractors National Association, Inc.

SSSPC Steel Structure Painting Council

TCA Tile Council of America, Handbook for Ceramic Tile Installation.

TIA Telecommunications Industry Alliance

UL Underwriters Laboratories

USDA U.S. Department of Agriculture



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ABBREVIATIONS

Abbreviations used in this document include the following:

AFRH Armed Forces Retirement Home

AL Assisted Living

ASL Above Sea Level

ADA or ADAAG American with Disability Act Accessibility Guidelines

BAS Building Automation System

BTU British Thermal Unit

BPV Battery Powered Vehicle

CAD Computer-Aided Drawing

CFM

D-BC Design-Build Contractor

FF&E Furniture, Fixtures and Equipment

GSA General Services Administration

LEED Leadership in Energy and Environmental Design

L-TC Long-Term Care

MS Memory Support

NTP Notice to Proceed

RFP Request For Proposal

UFAS Uniform Federal Accessibility Standards



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PRELIMINARY CODE ANALYSISConstruction TypeThe building shall be Construction Type IB, fully sprinklered (IBC 503.1).

Building Use Groups/General Building Height and AreasFloor: Use Group(s):

1st Floor: The parking area is classified as Low-hazard Storage Group, S-2 use (IBC 311.3).

2nd Floor: The support and service areas are classified as Business, Group B use (IBC 304.1). The seating (non-prep and serving areas) areas of the Prefunction / Dining / Multipurpose and Sports Bar areas are classified as Assembly, Group A-2 use (IBC 303.1). The Wellness and Recreation / Activities rooms are classified as Assembly, Group A-3 use (IBC 303.1). The Main Street Shops area is classified as Mercantile, Group M use (IBC 309.1).

Theis floor will be treated as a separated mixed-use with separations between the A-2, A-3, B and M uses (IBC 508.3.3). Areas with incidental use to the main occupancies, in compliance with IBC, shall be separated and protected in accordance with IBC Table 508.2 and shall be classified in accordance with the main occupancies of those portions of the floor in which the incidental use is located (IBC 508.2.2.1).

3rd Floor: The Assisted Living, Memory Support, and Long Term Care Units are classified as Institutional, Group I-2 Use (IBC 308.3) with certain incidental use areas. Areas with incidental use to the main occupancy, in compliance with IBC, shall be separated and protected in accordance with IBC Table 508.2 and shall be classified in accordance with the main occupancy of that portion of the floor in which the incidental use is located (IBC 508.2.2.1).

4th-7th Floor: The Independent Living Units are classified as Institutional, Group I-1 use (IBC 308.3) with certain incidental use areas. Areas with incidental use to the main occupancies, in compliance with IBC, shall be separated and protected in accordance with IBC Table 508.2 and shall be classified in accordance with the main occupancies of those portions of the floor in which the incidental use is located (IBC 508.2.2.1).

Areas with incidental use to the main occupancies, in compliance with IBC, shall be separated and protected in accordance with IBC Table 508.2 and shall be classified in accordance with the main occupancies of those portions of the floor in which the incidental use is located (IBC 508.2.2.1).

Building HeightThe Building Code will allow a structure up to 10 stories and 180 feet high for a Group I-1 , including an increase for automatic sprinkler systems (IBC Table 503 & 504.2). The allowable building height on this site is limited to 85 feet from existing finished grade.



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Building AreaThe 1st floor open parking garage area is allowed to be up to 237,000 GSF including the increase for automatic sprinkler systems (IBC Table 503 & 506.3).

The 2nd floor common, business and support areas are allowed to be of unlimited area (IBC Table 503).

The 3rd floor (Assisted Living, Memory Support and Long Term Care areas) is allowed to be of unlimited area (IBC Table 503).

Floors 4 through 7 (Independent Living areas) are allowed to have areas up to 165,000 GSF each including the increase for automatic sprinkler systems (IBC Table 503 & 506.3).



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Fire Resistance Rating of Building Components

Building Element

Fire Resistance

(Ratings in Hours) (IBC Table 601)

Structural frame 2

Bearing walls 2

Nonbearing walls 0

(per IBC Table 602, separation

greater than 30 ft.)

Floor construction including 2

supporting beams and joists

Roof construction including 1

supporting beams and joists



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Building Element Fire Resistance

Ratings (Hours)

(IBC T601)

Structural frame 2

Bearing walls 2

Nonbearing walls and

partitions

0

(IBC T602, fire separation

distance greater than 30 ft.)

Floor construction including

supporting beams and

joists

2

Roof construction including

supporting beams and

joists

1


Exterior openings in the building will not be area limited nor will they require a fire resistance rating due to the building fire separation distance of at least 60 30 ft. (IBC Table 704.8).

Shaft enclosures in compliance with IBC 707 shall be provided.

Occupancy Separations, Fire Walls and Partitions, and Smoke Partitions

Occupancy separation requirements

From IBC Table 508.3.3:

A and B 1 Hour

A and M 1 Hour

B and M None

Per note e of IBC Table 508.3.3, a separation between the kitchen and the dining room seating is not required.



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Shaft enclosures shall be as required and constructed in accordance with IBC 707. Shaft enclosures shall not have a rating less than 2 hours where connecting four stories or more, and not less than 1 hour where connecting less than four stories (IBC 707.4).

Walls separating dwelling units on all floors shall have a fire resistance rating of not less than 1 hour (IBC 708.1(1) & 708.3).

Corridor walls serving the 1st and 2nd floors do not require a minimum fire resistance rating. Corridors serving floors 3 through 7 shall have a minimum fire resistance rating of 1 hour (IBC Table 1017.1). Fire resistance rated corridors shall be continuous from the point of entry to an exit, and shall not be interrupted by intervening rooms. Foyers, lobbies or reception rooms constructed as required for corridors shall not be construed as intervening rooms (IBC 1017.5).

Materials and methods of construction used to protect through penetrations and membrane penetrations of horizontal assemblies and fire resistant rated wall assemblies shall be in compliance with IBC 712.

Interior Finishes (IBC Table 803.5)Occupancy Classification: Interior Wall and Ceiling Finish:

Exit enclosures and passageways Class B for Groups A, B I & M, Class C for Group S

Corridors Class B for Groups A and I-2, Class C for Groups B, M & S

Rooms and enclosed spaces Class B for Groups I-2, Class C for Groups A, B, M & S

Occupancy Classification: Interior Wall and Ceiling Finish:

Exit enclosures and passageways Class B for Groups A, B I & M, Class C for Group S

Corridors Class B for Groups A and I-2, Class C for Groups B, M & S

Rooms and enclosed spaces Class B for Groups I-2, Class C for Groups A, B, M & S

Means of EgressMeans of egress provisions shall be as required by IBC Chapter 10.

Where a building contains two (2) or more occupancies, the means of egress requirements shall apply to each portion of the building based on the occupancy of that space. Where two or more occupancies utilize portions of the same means of egress system, those egress components shall meet the more stringent requirements of all occupancies that are served (IBC 1004.9).



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Exits shall be separated by not less than one-third of the length of the maximum overall diagonal dimension of the building or area to be served (IBC 1015.2.1). Not less than two exits, remotely located from each other, shall be provided for each floor or fire section of the building for occupant loads up to 500 people, and a minimum of 3 exits for an occupant load between 501 and 1000 inclusive (IBC Table 1017.1).

On residential floors, provide accessible means of egress incorporating areas of refuge per IBC 1007.6, except the size of the area of refuge will be as determined by GSA.

The maximum allowable common path of travel distance per occupancy is as follows (IBC 1014.3):

100 feet for B and S occupancies.

75 feet for A, I and M occupancies.

The maximum allowable exit access travel distance per occupancy is as follows (IBC Table 1016.1):

250 feet for A, I-1, M and S-2 occupancies

300 feet for the BB occupancies

200 feet for the I-2 occupancy

The maximum allowable dead end corridor length is as follows (IBC 1017.3):

50 feet for B occupancy

20 feet for A, I, M and S occupancies

Egress width per occupant served shall be as follows (IBC Table 1005.1):

Stairways: 0.2 inches/occupant A, B, I-1, M and S occupancies

0.3 inches/occupant for I-2 occupancy

Other egress components: 0.15 inches/occupant A, B, I-1, M and S occupancies

0.2 inches/occupant for I-2 occupancy

The minimum width of each door opening shall be sufficient for his occupant load thereof and shall provide a clear width of not less than 32 inches. Means of egress doors in the Group I-2 occupancy used for the movement of beds shall provide a clear width of at least 41.5 inches. Door heights shall not be less than 80 inches (IBC 1008.1.1).

The minimum stairway width shall be 44 inches (IBC 1009.1). Stairways shall have a minimum headroom clearance of 80 inches (IBC 1009.2).

The minimum corridor width as required by IBC 1005.1 shall not be less than 44 inches (IBC 1008.1). Minimum corridor width in residential areas shall be not less than 8 feet wide..

Maximum floor area allowances per occupant (IBC Table 1004.1.1):

Assembly (unconcentrated, tables and chairs) 15 NSF/Occupant



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Assembly (concentrated, chairs (unfixed) only) 7 NSF/Occupant

Business 100 GSF/Occupant

Institutional 120 GSF/Occupant

Mercantile 60 GSF/Occupant

Parking garage (S-2) 200 GSF/Occupant

Exit doors serving the Memory Support portion of the 3rd floor shall be allowed to be locked (IBC 1008.1.8.3(1)).



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01.00_A_PROJO_StateInitials_BT_City_DraftorFinal_PPDC.doc€¦ · Web viewAmerican Institute of Steel ... of America MFMA Maple Flooring Manufacturers Association MIA Marble Institute