Attachment 02 Life Safety Drawings.pdf

THIS SUMMARY DOES NOT IDENTIFY ALL APPLICABLE CODE SECTIONS AND IS A SUMMARY OF SELECTED CODE SECTIONS ONLY. CODE SECTIONS NOT IDENTIFIED OR OTHERWISE INDICATED DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO COMPLY WITH APPLICABLE CODES, STANDARDS, AND REGULATIONS TO COMPLETE THE WORK.CODE DATA SUMMARY

ADMINISTRATION

Discipline Applicable Codes, Standards, and/or References

Architectural UFC 1-200-01 DoD Building Code (2019)

ADA ICC A117.1 (2009) and Architectural Barriers Act (ABA)

Architectural International Building Code (IBC) (2018)

Fire UFC 3-600-01 (2019) and NFPA 101

Plumbing UFC 3-420-01 (2019) and International Plumbing Code (IPC) (2018)

Mechanical UFC 3-410-01 (2019) and International Mechanical Code (IMC) (2018)

Fuel / Gas NFPA54 (ANSI z223.1) and NFPA 58

Energy UFC 1-200-02 (2019) and ASHRAE 90.1 and ASHRAE 189.1

Electrical UFC 3-501-01 (2019) and NFPA 70

Refer to other Contract Documents (disciplines) and Specifications for additional code summary information not included in this Code Summary (generally related to Chapters 13 through 33).

302.1 Classification Group

Business B

503.1.2 Buildings on same lot

Buildings shall be regulated as separate buildings

602.0 Construction Classification

Type V-B

TABLE 6.2.1.1 FIRE EXTINGUISHER SIZE AND PLACEMENT FOR CLASS A HAZARDS

MAXIMUM FLOOR AREA PER UNIT OF A = 3000FT2. THE DESIGN OF THE VISITOR'S CENTER SHALL INDICATE TWO FIRE

EXTINGUISHERS.

7.2.1.4.2 DOOR LEAF SWING DIRECTIONS

DOOR LEAVES NOT REQUIRED TO SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING A ROOM OR AREA

WITH AN OCCUPANT LOAD LESS THAN 50.

7.1.3.1 EXIT ACCESS CORRIDORS

CORRIDORS USED AS EXIT ACCESS AND SERVING AN AREA HAVING AN OCCUPANT LOAD EXCEEDING 30 SHALL BE SEPARATED FROM OTHER PARTS OF THE BUILDING BY WALLS HAVING NOT LESS THAN A 1-HOUR FIRE RESISTANCE

RATING.

THERE ARE FEWER THAN 30 OCCUPANTS; THEREFORE THE CORRIDOR WALLS SHALL NOT BE RATED.

37.1.3.1 PARAPETS NOT REQUIRED

PARAPETS SHALL NOT BE REQUIRED WHERE ANY OF THE FOLLOWING CONDITIONS EXIST: 1) WHERE UNPROTECTED

OPENINGS ARE PERMITTED.

101 38.2.4.3 BUSINESS OCCUPANCY NUMBER OF MEANS OF EGRESS

A SINGLE EXIT SHALL BE PERMITTED FOR A ROOM OR AREA WITH A TOTAL OCCUPANT LOAD OF LESS THAN 100 PERSONS PER THE LISTED CRITERIA. THE DESIGN OF THE VISITOR'S CENTER MEETS ALL OF THE CRITERIA, AND WILL THEREFORE ONLY PROVIDE ONE MEANS OF EGRESS ON THE PUBLIC PORTION OF THE BUILDING, AND ONE FOR THE

STAFF PORTION.

38.2.6.2 TRAVEL DISTANCE TO EXITS

SHALL NOT EXCEED 200'

38.2.5.3.2 COMMON PATH OF TRAVEL

SHALL NOT EXCEED 100' WITHIN A SINGLE TENANT SPACE HAVING AN OCCUPANT LOAD NOT EXCEEDING 30 PERSONS.

7.1.5 HEADROOM

HEADROOM SHALL NOT BE LESS THAN 7'-6". PROJECTIONS FROM THE CEILING SHALL PROVIDE HEADROOM OF NOT

LESS THAN 6'-8".

7.2.1.1.3.1 OCCUPIED BUILDING

THE VISITORS CENTER IS DESIGNED WITH AN OCCUPANT LOAD GREATER THAN TEN PEOPLE. IT IS THEREFORE

CONSIDERED AN OCCUPIED BUILDING.

7.2.1.2.3.2 MINIMUM DOOR LEAF WIDTH

DOOR OPENINGS IN MEANS OF EGRESS SHALL BE NOT LESS THAN 32" IN CLEAR WIDTH, EXCEPT UNDER ANY OF THE

LISTED CONDITIONS.

7.2.1.9.1 POWERED DOOR LEAF OPERATION

WHERE MEANS OF EGRESS DOOR LEAVES ARE OPERATED BY POWER UPON THE APPROACH OF A PERSON OR ARE PROVIDED WITH POWER ASSISTED MANUAL OPERATION, THE DESIGN SHALL BE SUCH THAT, IN THE EVENT OF POWER FAILURE, THE LEAVES OPEN MANUALLY TO ALLOW EGRESS TRAVEL OR CLOSE WHEN NECESSARY TO SAFEGUARD THE

MEANS OF EGRESS.

7.3.4.1 MINIMUM WIDTH

THE WIDTH OF ANY MEANS OF EGRESS, UNLESS OTHERWISE PROVIDED FOR, SHALL BE (2) NOT LESS THAN 36".

7.4.1.1 NUMBER OF MEANS OF EGRESS

THE NUMBER OF MEANS OF EGRESS FROM ANY STORY SHALL NOT BE LESS THAN TWO, EXCEPT (1) A SINGLE MEANS OF

EGRESS SHALL BE PERMITTED WHERE PERMITTED IN CHAPTERS 11 THROUGH 43.

7.5.1.2.1 MEANS OF EGRESS - INTERVENING ROOMS

CORRIDORS SHALL PROVIDE EXIT ACCESS WITHOUT PASSING THROUGH ANY INTERVENING ROOMS OTHER THAN

CORRIDORS, LOBBIES, AND OTHER SPACES PERMITTED TO BE OPEN TO THE CORRIDOR.

38.2.5.2.1 DEAD END CORRIDORS

SHALL NOT EXCEED 20' IN LENGTH

TABLE 601 CONSTRUCTION TYPE RATING REQUIREMENTS

NO TYPE V-B BUILDING ELEMENTS REQUIRE FIRE RATING

TABLE 602 FIRE SEPARATION DISTANCE

FIRE SEPARATION DISTANCE 5 < x < 10, FOR OCCUPANCY GROUP B, A 1 HOUR FIRE RESISTANCE RATING IS REQUIRED AT THE EXTERIOR WALL. THE SOUTHERN EXTERIOR WALL IS WITHIN THIS SPACING, AND WILL THEREFORE BE 1 HOUR

RATED.

705.3 FIRE RESISTANCE RATED CONSTRUCTION - BUILDINGS ON SAME LOT

IMAGINARY LOT LINE HAS BEEN ESTABLISHED SUCH THAT THE EXTERIOR WALL OPENINGS OF THE EXISTING BUILDINGS

COMPLY WITH SECTIONS 705.5 AND 705.8

1604.5 OCCUPANCY CATEGORY OF BUILDINGS

RISK CATEGORY II

2902.2 SEPARATE FACILITIES - MINIMUM PLUMBING FIXTURES

EXCEPTION 4) SEPARATE FACILITIES SHALL NOT BE REQUIRED IN BUSINESS OCCUPANCIES IN WHICH THE MAXIMUM

OCCUPANCY LOAD IS 25 OR FEWER.

1-6.3.1.1 Core UFC 1-200-02 High Performance and Sustainable Building Requirements 3-101-01 Architecture 3-110-03 Roofing 3-120-10 Interior Design 3-201-01 Civil Engineering 3-201-02 Landscape Architecture 3-210-10 Low Impact Development 3-220-01 Geotech Engineering 3-230-01 Water Storage and Distribution 3-230-03 Water Treatment 3-240-01 Wastewater Collection 3-301-01 Structural Engineering 3-310-04 Seismic Design for Buildings 3-401-01 Mechanical Engineering 3-410-01 Heating, Ventilating and Air Conditioning 3-420-01 Plumbing Systems 3-490-06 Elevators 3-501-01 Electrical Engineering 3-520-01 Interior Electrical Systems 3-530-01 Interior and Exterior Lighting Systems and Controls 3-540-01 Engine-Driven Generator Systems for Backup Power Applications 3-550-01 Exterior Electrical Power Distribution 3-560-01 Electrical Safety, O&M 3-580-01 Telecommunications Building Cabling Systems Planning and Design 3-600-01 Fire Protection Engineering for Facilities 4-010-01 DoD Minimum Antiterrorism Standards for Buildings 4-010-06 Cybersecurity of Facility-Related Control Systems 4-021-01 Design and O&M: Mass Notification Systems

2-3 Use and Occupancy [Supplement]

Use IBC Chapter 3 except as modified by UFC 3-600-01

2-4 Special Detail Requirements Based on Use and Occupancy [Supplement]

Use IBC Chapter 4 except as modified by UFC 3-600-01

2-5 General Building Heights and Areas [Supplement]

Use IBC Chapter 5 except as modified by UFC 3-600-01

2-6 Types of Construction [Supplement]

Use IBC Chapter 6 except as modified by UFC 3-600-01

2-7 Fire and Smoke Protection Features [Supplement]

Use IBC Chapter 7 except as modified by UFC 3-600-01

2-8 Interior Finishes [Replacement]

Use UFC 3-600-01 and UFC 3-120-10

2-9 Fire protection Systems [Replacement]

Use UFC 3-600-01

2-10 Means of Egress [Replacement]

Use UFC 3-600-01. Use IBC Chapter 10 when specifically referenced by US Access Board, Architectural Barriers Act (ABA) Standards and as referenced by UFC 3-600-01

2-11 Accessibility [Replacement]

Use the ABA Standards and the special provisions of the DoD Deputy Secretary of Defense Memorandum, Subject: Access for People with Disabilities, October 31, 2008.

2-12 Interior Environment [Supplement]

Use IBC Chapter 12 Except as modified: Refer to other Federal guidance and UFC for additional interior space requirements for ventilation, lighting, acoustics, and other environmental characteristics.

2-12.1 Temperature Control - Equipment and systems

Use the applicable UFC and individual military service standards for temperature control criteria.

2-1206.2 1206.2 Airborne Sound [Replacement]

Use UFC 3-101-01 and UFC 3-120-10

1206.3 Structure-borne sound [replacement]

Use UFC 3-101-01 and UFC 3-120-10

2-12.3 1207.3 Room Area [Replacement]

Use UFC 3-101-01 and UFC 3-120-10

2-13 Energy Efficiency [Replacement]

Use UFC 1-200-02

2-14 Exterior Walls [Supplement]

Use IBC Chapter 14 except as modified.

2-15 Roof Assemblies and Rooftop Structures [Supplement] Use IBC Chapter 15 except as modified by UFC 3-110-03 and UFC 3-600-01.

2-16 CHAPTER 16 – STRUCTURAL DESIGN [SUPPLEMENT]

Use IBC Chapter 16 except as modified below and by UFC 3-301-01 and UFC 3-310-04

2-16.1 Section 1604 – GENERAL DESIGN REQUIREMENTS

1604.11 Fall prevention and protection [Addition]

Provide fall protection as required by UFC 3-101-01. The anchorages and the structural elements that support these anchorages must meet the requirements of Section 1607.10.4, as modified by UFC 3-301-01. Where fall protection is required in the vicinity of weight-handling equipment, prevent conflicts between the weight-handling equipment and the fall protection measure.

2-16.2 Section 1612 – FLOOD LOADS [Supplement]

Use Section 1612 except as modified by UFC 3-201-01.

1612.3 Establishment of flood hazard areas [Supplement]

Comply with UFC 3-201-01

2-17 Chapter 17- Special Inspections and Tests [Supplement]

Use IBC Chapter 17 except as modified in this document and by UFC 3-220-01, UFC 3-301-01, and UFC 3-600-01.

2-18 Chapter 18 - Soils & Foundations [Supplement]

Use IBC Chapter 18 except as modified below and by UFC 3-201-01, UFC 3-220-01, and UFC 3-301-01.

1804.4 Site Grading [Supplement]

Establish finished floor elevations a minimum of 6 inches (150 mm) above finished grade at the perimeter of the building and provide site grading in accordance with UFC 3-201-01. Comply with UFC 3-600-01 for design of entrances and exits from buildings.

1804.4 Exception deleted

1804.4 Exception 2 [Replacement]

Impervious surfaces shall be permitted to be sloped less than 2 percent where the surface is a door landing or ramp that is required to comply with UFC 3-600-01.

2-19 CHAPTER 19 – CONCRETE [SUPPLEMENT]

Use IBC Chapter 19 except as modified by UFC 1-200-02 and UFC 3-301-01.

2-20 CHAPTER 20 – ALUMINUM [SUPPLEMENT]

Use IBC Chapter 20 except for aluminum use in Heating, Ventilation, and Air Conditioning (HVAC) systems. For aluminum use in HVAC systems, use UFC 3-410- 01.

2-21 CHAPTER 21 – MASONRY [SUPPLEMENT]

Use IBC Chapter 21 except as modified by UFC 3-301-01.

2-22 CHAPTER 22 – STEEL [SUPPLEMENT]

Use IBC Chapter 22 except as modified by UFC 3-301-01.

2-23 CHAPTER 23 – WOOD [SUPPLEMENT]

Use IBC Chapter 23 except as modified below and by UFC 3-301-01.

2-24 CHAPTER 24 – GLASS AND GLAZING [SUPPLEMENT].

Use IBC Chapter 24 except as modified by UFC 4-010-01.

2-25 CHAPTER 25 – GYPSUM BOARD, GYPSUM PANEL PRODUCTS, AND PLASTER.

Use IBC Chapter 25.

2-26 2-26 CHAPTER 26 – PLASTIC [SUPPLEMENT].

Use IBC Chapter 26 except as modified below and by UFC 3-600-01.

2-26.1 Section 2603 – FOAM PLASTIC INSULATION 2-26.1.1 2603.5 Exterior walls of buildings of any height.

2603.5.5 Vertical and lateral fire propagation [Replacement]

Exterior wall assemblies must be tested in accordance with, and comply with, acceptance criteria of NFPA 285. Where noncombustible materials or combustible materials permitted by Sections 603, 1406, or UFC 3-600-01 differ from assembly to assembly or within an assembly, multiple tests shall not be required.

2603.5.5 Vertical and lateral fire propagation, Exceptions [Replacement]

Exceptions: Exterior wall assemblies are not required to be tested in accordance with, nor comply with, acceptance criteria of NFPA 285 where any of the following conditions are met: 1. One-story buildings complying with Section 2603.4.1.4

2-27 CHAPTER 27 – ELECTRICAL [SUPPLEMENT].

Use IBC Chapter 27 except as modified below and by UFC 3-501-01.

• Use UFC 3-520-01 for interior electrical systems criteria. UFC 1-200-01 8 October 2019 23

• Use UFC 3-530-01 for interior and exterior lighting and controls criteria.

• Use UFC 3-540-01 for engine-driven generator criteria.

• Use UFC 3-550-01 for exterior power distribution systems criteria.

• Use UFC 3-560-01 for electrical safety and electrical Operations and Maintenance (O&M) criteria.

• Use UFC 3-580-01 for building telecommunications criteria.

• Use UFC 3-600-01 for fire protection criteria.

• Use UFC 4-021-01 for mass notification systems criteria.

2-28 CHAPTER 28 – MECHANICAL SYSTEMS [SUPPLEMENT].

Use IBC Chapter 28 except as modified by UFC 3-401-01. Use UFC 3-600-01 for fire protection features for mechanical systems.

2-29 CHAPTER 29 – PLUMBING SYSTEMS [SUPPLEMENT].

Use IBC Chapter 29 except as modified by UFC 3-420-01.

2-31 CHAPTER 31 – SPECIAL CONSTRUCTION.

Use IBC Chapter 31.

2-32 CHAPTER 32 – ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY

Use IBC Chapter 32.

2-33 CHAPTER 33 – SAFEGUARDS DURING CONSTRUCTION [SUPPLEMENT].

Use IBC Chapter 33.

Table 1-1 Compliance Requirement/Thresholds

Chapter 1- Applicability

New building under 10,000 GSF must comply with UFC requirements relevant to the scope of the project/work, as determined by the Project Delivery Team as early as possible during project process

Chapter 2- Applicability

New building under 10,000 GSF must comply with UFC requirements relevant to the scope of the project/work, as determined by the Project Delivery Team as early as possible during project process

Chapter 3- Not Applicable

Chapter 4- Not Applicable

DECISION NOT TO APPLY THIS UFC

The Project Delivery Team has determined not to apply UFC 1-200-02 to the Visitor's Center project. The Architect has been instructed to utilize their standard sustainability practices to meet the sustainability goals for this project.

1-10.1 Energy Efficiency and Water Conservation

The Project Delivery Team has determined that UFC 1-200-02 High Performance and Sustainable Building Requirements shall not be applicable to this project. Therefore, the following section shall be ignored:

"Plumbing system energy usage and equipment efficiencies shall comply with UFC 1-200-02."

403.1.1 Water Closets

Separate toilet rooms for each sex need not be provided when toilet rooms will be occupied by no more than one person at a time, can be locked from the inside, and contain at least one water closet.

T. 403-1 Water Closet Allowances

For 1 to 15 Employees, the minimum number of water closets shall be 1.

T. 403-2 Lavatory Allowances

For non-industrial office buildings with 1 to 15 Employees, the minimum number of lavatories shall be 1.

403.1.3 Drinking Fountains

One drinking fountain for each 75 employees.

403.1.4 Other Users

When persons other than employees are permitted the use of toilet facilities on the premises, the number of fixtures will be appropriately increased according to 403.3 when determining the minimum number required.

404 Accessible Plumbing Facilities

Delete this section and use the ABA Architectural Barriers Act

412.5 Floor Drain Required Locations

Mechanical rooms with steam, condensate, chilled or hot water systems

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IBC 2018 CODE SECTIONS

NFPA 101 (2018) CODE SECTIONS

UFC 1-200-01 DoD BUILDING CODE UFC 1-200-01 DoD BUILDING CODE (CONTINUED)

UFC 1-200-02 SUSTAINABLE BUILDINGS

UFC 3-420-01 PLUMBING SYSTEMS

NFPA 10 2018 CODE SECTIONS

REVISIONS

DATE DESCRIPTION

2-2.2 Calculation of Gross Building Area

Enclosed Spaces: The gross area includes the total area of all floors, including mezzanines, basements, penthouses, and other enclosed spaces as measured from the exterior faces of the exterior walls

2-5 HAZARD PREVENTION

Design facilities to comply with 29 CFR Occupational Safety and Health Act (OSHA).

3-1 Building Envelope

The building envelope must be designed to comply with or exceed \5\ ANSI/ASHRAE/IESNA 90.1 /5/.

3-3.3 Aluminum Windows

Windows must be heavy-duty commercial quality aluminum system; conform to AAMA/WDMA/CSA 101. For window reinforcing purposes, concealed 316L stainless steel or aluminum reinforcing inserts are required. All internal fasteners must be 316L stainless steel. Provide concealed 316L stainless steel reinforcing for aluminum windows. Aluminum windows must have anodized aluminum finish and color to meet the requirements in the appropriate Base Installation Appearance Plan (IAP).

3-3.3.1 Window Installation and Details

Install windows according to ASTM E2112.

3-3.4 Storefronts

Exterior storefront systems must be heavy-duty commercial quality aluminum system with anodized aluminum finish and color to meet the requirements in the appropriate Base Installation Appearance Plan (IAP); and conform to AAMA/WDMA/CSA 101, with doors that swing outward. Storefront doors must be medium stile.

3-4 INSULATION

Where 3-1 Introduction requires insulation for slab-on-grade floors, use high-density (40-100 psi depending on floor loading with a safety factor of 5) extruded polystyrene under the vapor retarder. Apply requirements of ASCE 32-01 to keep soils thawed to minimize frost action in cold regions.

3-5.1.1 FLASHING

Penetrations such as windows in the exterior wall assemblies must have pan flashing installed in the rough opening sill. This pan sill flashing must have end dams at both jambs a minimum of 2 in. (50 mm) high and a rear dam of 2 in. (50 mm) high. Comply with ASTM E 2112, the requirements in Chapter 4, Masonry, and the SMACNA Architectural Sheet Metal Manual recommendations.

3-5.2.2 Floor Slab Vapor Retarders

Floor slabs on grade with non-permeable floor finishes must always have a vapor retarder of 0.05 perms or less meeting the requirements of ASTM E 1745 Class A. Non-permeable floor finishes include (but are not limited to) epoxy, polyurethane, vinyl, linoleum and rubber. Under slab vapor retarders must be durable enough to withstand construction activity and must be terminated around the perimeter and penetrations detailed according to the manufacturer’s instructions. Additionally, specifications must require measurement of slab relative humidity in accordance with ASTM F 2170 to meet the requirements of the floor finish manufacturer or must include an application of a topical moisture mitigation material. Concrete mix for floor slabs on grade with non-permeable floor finishes must be normal-weight, moisture-cured, with a water/cement ratio of between 0.4 and 0.45; use a high-range water reducing admixture as necessary.

3-5.2.3 Roof Vapor Retarders

Provide moisture analysis of the roof assemblies per Chapter 3, Building Envelope Vapor Retarders. Roof assemblies on concrete slabs must always include a vapor retarder on top of the concrete and a vented metal deck to control construction moisture in the concrete from affecting roof assemblies. However, low slope roof assemblies using rigid insulation must be designed without a vapor retarder whenever possible. Install vapor retarder in accordance with guidance in the NRCA Roofing and Waterproofing Manual.

3-6.1 AIR BARRIER REQUIREMENTS.

Design, construct and test the building enclosure with a continuous air barrier to control air leakage in accordance with the requirements of ASHRAE 189.1 2014. Clearly identify all air barrier components of each envelope assembly on construction documents and detail the joints, interconnections and penetrations of the air barrier components. Clearly identify the boundary limits of the building air barriers and of the zone or zones to be tested for building air tightness on the drawings. Include the statement of the calculated six-sided area of the air barrier envelope on the drawings for each test area.

3-6.3 Inspection and Testing

Continuous air barrier inspection and testing must be in accordance with the requirements of ASHRAE 90.1 2013, “Continuous Air Barrier”

3-6.3 Inspection Only

Testing is not required because the design of the Visitors Center is less than 5000 sf. Inspection is required.

3-6.4 Mock-Ups - Not Recommended

Appendix B, Figure B-1 indicates that with a small size facility recommended guidance to the AHJ would not include requiring mock-ups

3-7 Acoustics- Outside to Inside

Major Road within 1,000 ft. (305 m) project site. The Owner has determined that Arlington Blvd does not constitute a Major Road.

4-3 Paint Selection

Base paint selection on Master Painters Institute’s (MPI’s) Detailed Performance Standards for the coating materials and MPI’s Architectural Painting Specification Manual for the system. Do not use MPI’s “Intended Use” standards. Refer to the National Association of Corrosion Engineers (NACE) standards and UFC 3-190-06 for painting steel and concrete structures, particularly in marine and other severe environmental locations

4-4.2 Expansion Joints

Place expansion and/or crack control joints in accordance with BIA Technote 18A. Place expansion joints symmetrically on building elevations. Indicate expansion joints on the contract drawings.

4-4.3 Masonry Water Repellent Coatings

The use of a non-breathable, clear masonry water-repellent coating to prevent water penetration is prohibited.

4-4.7 Weeps

Weeps must be designed to be open head joints with corrugated plastic inserts only.

4-5 EIFS

Use only self-draining EIFS systems. Do not install EIFS within 6 in (150 mm) of grade. Do not use EIFS in areas of heavy pedestrian traffic, or if such use cannot be avoided, specify high-impact resistant system. Use high-impact systems a minimum of 4 ft. (1220 mm) above grade where subject to damage from pedestrian traffic or lawn maintenance equipment. Construction documents must provide specific design details for windows, trim, expansion joints, and drainage planes. Comply with the criteria listed in the latest version of EIFS Standards & ICC-ES Acceptance Criteria document produced by the EIFS Industry Members Association (EIMA)

4-6 GYPSUM BOARD CONSTRUCTION

Use glass mat gypsum (paperless or non-cellulose facing) sheathing for exterior applications, and use glass mat or moisture/mold resistant gypsum wall board for the interior face of exterior walls (prevents food source for mold). On exterior walls, use only interior wall finishes that allow water vapor within the wall to escape into the conditioned space. Do not use vinyl wall coverings, oil-based paint, and other vaporresistant materials as interior finishes for exterior walls. Use cementitious wall board as a tile base for wet and high-moisture areas such as showers and commercial kitchen spaces. Comply with IBC Section 2509 Showers and Water Closets.

4-7 FIRE-RESISTIVE RATED ASSEMBLIES

Use the UL Fire Rated Assemblies Directory or Nationally Recognized Testing Laboratories for design of fire-resistance-rated wall, floor and roof assemblies in addition to IBC Section 721 Prescriptive Fire Resistance and Section 722 Calculated Fire Resistance

4-8 INTERIOR ACOUSTICS

For a private office, the following space acoustic requirements apply:

Sound Isolation - Partitions: NIC 30-45 Sound Isolation - Doors: NIC 20 Background Noise Level: 35

NIC requirements for most doors (NIC 25 and below) can be achieved by using door seals on standard doors.

Fig. 4-2 INTERIOR ACOUSTICS

Other than private offices, the other spaces in an administrative building must meet the following requirements:

Sound Isolation: GSA PBS-P100 (see Section 3.13, pages 76-79) Background Noise Level: 2015 ASHRAE HVAC Applications Handbook, Ch. 48 – Noise & Vibration Control (see page 48.3) Room Finishes: GSA PBS-P100 (see Section 3.13, pages 76-79) Mech System Noise & Vibration: 2015 ASHRAE HVAC Applications Handbook, Ch. 48 – Noise & Vibration Control (see pages 48.42-48.51)

1-8.12 Roofing Warranties Any new roof on a permanent construction facility shall be designed and specified with a warranty that meets the following requirements:

• Has “no dollar limit”

• Covers full system water-tightness

• Is from the single source manufacturer

• Has a minimum duration of 20 years.

Manufacturers’ warranties that require periodic inspections or repairs at the Government’s expense to maintain the warranty are not permitted. The warranty terms, exclusions, and limits must be enumerated in the specifications and require that all roof curbs and penetration flashings (these include snow guard and lightning protection attachments) integrated into the roof system are covered under the warranty. For additional background on warrantees, refer to Appendix D.

2-3.1 Positive Drainage

The minimum slope for construction of new buildings is ½:12 to achieve positive drainage. Consult with a plumbing engineer to determine the appropriate number of roof drains and the size of drain pipes. Refer to the International Plumbing Code (IPC), Chapter 11, Storm Drainage.

2-3.2 Roof Curbs

Curbs height shall be a minimum of 8 in. (200 mm) above the roof surface, but shall not be less than 6 in. (150 mm) above the high point of a cricket. Roofs with slope may need additional crickets on the upslope side of all non-round penetrations to assure positive drainage around equipment. Crickets are required on the upslope side of all penetrations greater than 24-in. (610-mm) wide

2-3.3 Horizontal Roof Top Duct Work.

Horizontal roof-top ductwork shall have a minimum clearance of 18 in. (455 mm) above the roof plane to ensure ease of re-roofing.

Ductwork larger than 48-in. (1220-mm) wide will require a minimum clearance of 24-in. (610-mm) and shall be coordinated with the HVAC engineer.

2-6.2.3 Paper-faced Gypsum Boards

This shall not be used as a roofing cover board

4-3.1 Flashings - Sheet metal type

Use pre-finished aluminum, pre-finished galvanized steel, 55% AlZn (such as Galvalume), or stainless steel.

4-3.2 Sheet Metal Gauge and Thickness

Use minimum 24 gauge pre-finished steel and .063 aluminum for large sheet metal components such as copings, fascias, expansion joint covers, gutters and counterflashings.

4-4 MATERIAL COMPATIBILITY

Use sheet metal anchors that are compatible with the main material. Use stainless steel with pre-finished steel material and use aluminum or type 304 stainless steel with the pre-finished aluminum material. When exposed, fasteners shall incorporate a stainless steel washer with an EPDM washer below. Mill-finished or clear anodized aluminum shall not be used with alkali masonry mortar exposure.

4-5 EXPANSION AND CONTRACTION

Wood blocking shall be designed and installed per FM 1-28 and sheet metal designed and installed per ANSI/SPRI ES-1.

B-10 PARAPETS

If parapets are to be used, the metal coping will have an ice and water shield membrane completely lapping the wall from edge to edge.

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UFC 3-101-01 ARCHITECTURE UFC 3-110-03 ROOFING

1-4.2.3 IFC References

Where the IBC references the International Fire Code (IFC), the IFC must be replaced with NFPA 1, except where superseded by this

UFC.

1-7.1.1 Fire Protection Engineering Services

Major Projects require the design, review and oversight services of a QFPE. A QFPE must be involved in every aspect of the design, construction and testing/commissioning as it relates to fire protection and life safety. This includes, but is not limited to, building code analysis, life safety code analysis, design of automatic fire alarm, detection and suppression systems, water supply analysis, a multi-discipline review of the entire project, construction inspections and witnessing of fire protection acceptance testing/commissioning.

1-7.2.1 Fire Protection Design Analysis and Life Safety Plans - Required of the Architect's permit documents

A fire protection design analysis and life safety plans must be provided for all Major Projects and must address the fire protection requirements of the project as required by this UFC. The fire protection design analysis and life safety plans must be submitted with the initial design submission, separate from other disciplines. The final design analysis and life safety plans must be signed and sealed by the QFPE. The QFPE role is fulfilled by a Consultant contracted by Moseley Architects to review, sign, and seal the bid documents.

1-7.2.2 Fire Protection Design Analysis - Required of the Architect's permit documents Where applicable, discuss the following minimum fire protection provisions (include required vs. provided):

a) Identification of all fire protection and life safety related codes and standards applicable to the project, including the edition.

b) Building code analysis.

c) Classification of occupancy (both IBC and NFPA 101)

d) Requirements for fire walls, fire barriers, fire partitions, smoke barriers and smoke partitions, compartmentalization and special hazard protection (both horizontal and vertical). Include the associated fire resistance rating.

e) Requirements for protection of horizontal and vertical penetrations and openings as well as the associated fire resistance rating.

f) Separation from hazards per NFPA 101.

g) Interior finish ratings.

h) Means of egress provisions and components (occupant load, exit capacity, exit width, travel distance, common path of travel, dead-end corridors, use of suites, etc.)

i) Water supplies, water distribution, location of fire hydrants, Fire Flow calculations.

j) Location of fire department connections (FDCs).

k) Location of post indicator valves (PIVs) and other control or isolation valves.

l) Analysis of automatic sprinkler and suppression systems and protected areas. Include supporting calculations used to establish system performance requirements such as hydraulic analysis of water demand or agent concentration and quantity.

m) Standpipe systems.

n) Portable fire extinguishers.

o) Fire detection (the type of detection and type/location of detectors).

p) Fire alarm system (the type of alarm system, location of the fire alarm equipment and mass notification)

q) Smoke management or control methods

r) Connection to and description of base Fire Alarm Reporting System.

s) Coordination with security and antiterrorism requirements, including connection to Installation-wide Mass Notification System.

t) Fire department access

1-7.2.3 Life Safety - Required of the Architect's permit documents

Where applicable, the following minimum fire protection provisions must be included on the life safety plans:

a) All minimum fire protection provisions listed above, on a separate code summary sheet

b) Capacity and number of occupants using each major means of egress component (e.g., stairs, stair doors, exterior doors, assembly exit doors)

c) Maximum travel distance, dead-end corridor, common path of travel, accessible means of egress and exit components for each floor and occupancy classification.

d) IBC and NFPA occupancy classification of each room, area or compartment (on the drawings or in tabular form). Include occupant load of each room, area or compartment. Similar occupancies can be grouped together for occupant load calculations.

e) Location and rating of all fire walls, fire barriers, fire partitions, smoke barriers and smoke partitions (both horizontal and vertical).

Barriers requiring fire resistance rated supporting construction must be specifically identified for coordination with the structural design.

g) Structural fireproofing locations and associated ratings.

1-7.2.4.2 Code Compliance Site Plan - Required of the Architect's permit documents Where applicable, the following minimum fire protection provisions must be included on the Code Compliance Site Plan:

a) Line of encroachment identifying assumed property lines and minimum separation distances from adjacent buildings.

b) Building perimeter used for frontage increases.

c) Fire department access.

d) Fire lane width, marking and locations, approach roads and turn radius and location.

e) Type and quantity of antiterrorism secure access.

f) Intended fire department main entrance to facility.

g) Location of fire department connections.

h) Fire hydrants, post indicator valve or valves and their connected water distribution mains serving facility.

i) Fire pump room.

j) Water storage tanks.

l) Backflow prevention assembly or assemblies serving water-based fire protection systems (if located outside of building).

1-7.3 Final Design Submission - Required of the Architect's permit documents

The QFPE must review the complete 100 percent design drawings and specification submission (all disciplines) and document in writing that the design is in compliance with this UFC and all applicable fire protection and life safety design criteria. The review must provide verification that all items listed in the design analysis are correctly shown on the drawings and in the specification and list any approved equivalencies or deviations from this UFC. This design compliance document must be submitted with the final design submission as part of the design analysis and must bear the signature and professional seal of the QFPE.

1-12.1.1.1 Installation Infrastructure

It is DoD’s responsibility to determine whether or not the Installation infrastructure is adequate to support the project.

1-12.8.1 Automatic Sprinkler Systems

For facilities that do not require sprinkler protection as required in the “Special Detailed Requirements Based On Use” or “Fire Protection Systems” chapters of this UFC, the DFPE must determine if an automatic sprinkler or other fire suppression system is required for the Facility based on mission, hazard of contents, value of contents or other criteria. This determination must be included in the contract documents for design services or design-build services.

2-1.10 Definition: Facility

This includes all types of buildings and their contents, structures, mobile and stationary equipment, civil works or military buildings, hydroelectric plants, waterfront structures, outside storage, and shore protection for ships and aircraft. A facility can be either of temporary or permanent construction. The Visitors Center is therefore considered a Facility.

2.1.14 Definition: Fire Water Demand

The fire water demand is the water flow required for the fire suppression system plus interior/exterior hose stream demands.

2-1.15.1 Definition: Designated (or Service) Fire Protection Engineer (DFPE)

The DoD fire protection engineer that oversees that Area of Responsibility for that project. This is sometimes referred to as the “cognizant” fire protection engineer.

2.1.15.2 Definition: Qualified Fire Protection Engineer

An individual who is a registered professional engineer (P.E.) who has passed the fire protection engineering written examination administered by the National Council of Examiners for Engineering and Surveying (NCEES) and has relevant fire protection engineering experience.

2-1.20 Definition: Major Project

A project that includes any one of the following: c) Design or construction of a new Facility. Therefore, the Visitors Center is a Major Project.

3-2.1.2 Use of the IBC

The IBC must be utilized to determine the occupancy classification as it relates to allowable construction type, building height, building area, building separation distance, occupancy separation and associated requirements.

3-3.1.1 Use of NFPA

NFPA 101 must be utilized to determine the occupancy classification as it relates to fire/smoke resistance rating of interior non-load bearing partitions (other than occupancy separation), means of egress, interior finish, features of fire protection (including vertical openings) and associated requirements.

3-3.1.2 NFPA Specific Criteria

Where specific criteria is provided in NFPA 101 related to occupancy location within a building (i.e. story), conform to the requirements of NFPA 101 based on the equivalent construction type.

5-4.1.1 Use of IBC Chapter 5

Occupancy separation must comply with the IBC Chapter 5. Do not use NFPA 101 for occupancy separation requirements

6-1 Types of Construction

Conform to the requirements of IBC Chapter 6

6-2 Separation Between Buildings

Conform to the requirements of the IBC

7-1 Fire and Smoke Protection Features

Conform to the requirements of NFPA 101 except where IBC Chapter 5 or 6 specifically references IBC Chapter 7, utilize the specific IBC Chapter 7 reference

7-2 Marking And Identification

Conform to the requirements of the IBC for marking and identification of fire walls, fire barriers, fire partitions, smoke barriers, smoke partitions or any other wall required to have protected openings.

7-3 Non-load Bearing Partitions and Barriers

Comply with NFPA 101 for fire resistance ratings of non-load bearing partitions and barriers, except occupancy separation as indicated in Chapter 5.

7-4 Protection of Structural Members

Comply with IBC Chapter 7 for protection of structural members

7-7 Plastic Pipe and Conduit

Penetrations by plastic pipe or conduit through fire-rated walls, partitions, shafts, and floors must be fire stopped by an approved or listed method in accordance with ASTM E814 or UL 1479.

7-8 Plastic Pipe and Conduit - Prohibited Locations

Plastic pipe and conduit must not be installed in exit stair enclosures, or in air plenum spaces, unless specifically listed for that application.

8-1 Interior Finishes

Conform to the requirements of NFPA 101

8-3 Insulation

Use thermal and acoustical insulation with a flame spread (FS) rating not higher than 75, and a smoke developed (SD) rating not higher than 150 when tested in accordance with ASTM E84 (NFPA 255).

8-3.2.1 Flame Spread- No Smoke Developed Rating Limitation

Compliance with the SD rating limitation is not required, and a FS rating up to 100 is permitted for insulation, including insulating sheathing installed within wall assemblies. In such installations, conform to the requirements for interior finish with a minimum fire resistance rating of 15 minutes when tested in accordance with ASTM E119.

8-3.2.2 No Flame Spread or Smoke Limitation Compliance with FS and SD limitations are not required for the following applications:

b) Insulation installed above roof decks where the entire roof construction assembly, including the insulation, is UL-listed as Fire Classified, or FM approved for Class I roof deck construction or equal listing or classification by a NRTL.

c) Insulation contained entirely within panels where the entire panel assembly used in the construction application meets the cited FS and SD limitations

d) Insulation isolated from the interior of the building by masonry walls, masonry cavity walls, insulation encased in masonry cores, or concrete floors

f) Insulation completely enclosed in hollow metal doors.

9-2.2 Fire Flow - Non-sprinklered Facilities

Fire Flow must be in accordance with NFPA 1

9-3.5.8.2 Hydrant Spacing Requirements

All parts of the Facility exterior must be within 350 feet (106 m) of a hydrant with consideration given to accessibility and obstructions.

9-4.1.1 On-site Water Storage

On-site fire protection water storage must comply with NFPA 22, except where specifically modified by this UFC.

9-4.2.1 Quantity of Water Storage

The total usable supply stored must be equal to 120% of the Facility’s maximum required Fire Water Demand for the applicable duration specified in this UFC plus any applicable domestic or industrial demand.

9-17.2.1 Portable Fire Extinguishers

When provided, portable fire extinguishers must be located in accordance with NFPA 10

9-18.1.1 Fire Alarm Systems

Fire alarm systems (detection and notification) must comply with the applicable provisions of NFPA 72 and the ABA, except as modified by this UFC.

9-18.2 Fire Alarm Systems- Plans & Calculations

For new or modified systems, construction (shop) drawings and calculations must be prepared by an individual that has obtained National Institute for Certification in Engineering Technologies, Fire Alarm Systems, Level III certification, at a minimum. The QFPE must review the shop drawings, calculations and material submittals. The shop drawings must bear the Review Stamp of the QFPE prior to submitting the fire alarm system shop drawings to the DFPE.

9-18.6.3 Audible and Visible Notification Appliances

a) Provide a minimum of one notification appliance circuit per floor. Each notification appliance circuit must include 25 percent spare capacity.

c) Provide a 520 Hz signal temporal four (T4) signal for carbon monoxide in accordance with NFPA 72 when required by the "Carbon Monoxide (CO) Detection" section of this UFC.

e) The performance requirements for audible notification must be met with all doors, fire shutters, movable partitions, and other similar devices closed.

f) Visible notification must be provided in all normally occupied, public and common use areas (e.g., break rooms, corridors, auditoriums or conference rooms).

g) Visible notification must be provided in all normally unoccupied areas (such as mechanical rooms, electrical rooms, janitor rooms, storage areas, communication closets and other similar spaces) greater than 900 ft2 (84 m2).

h) Visible notification is required in any normally unoccupied area where the ambient noise is loud enough to require hearing protection (e.g., compressor room).

i) Visible notification must be provided in all offices that are designed for, or may contain, more than four persons at any one time. Note:

This must be determined by the furniture plan. If more than four chairs with work surfaces are assigned to the room, visible notification is required.

j) Visible notification is not required in single person offices, unless the office is assigned to a person with a hearing impairment that would require a visible notification appliance.

k) Visible notification is not required in bathrooms serving single person offices, unless the office is assigned to a person with a hearing impairment that would require a visible notification appliance.

l) Visible notification appliances must be provided with a clear lens marked "Alert". The use of "Fire" is not permitted.

9-18.6.4 Mass Notification Systems (MNS)

Refer to UFC 4-021-01

9-18.7.5 Smoke Detection

Provide 24 Vdc photoelectric smoke detectors in all sleeping rooms and duty rooms located in business or other occupancies.

9-18.7.5.2 Smoke Detection

Upon detection of smoke, an audible signal must be activated in the respective sleeping room, dwelling unit/suite or duty room, send a distinct signal to the Facility fire alarm control panel, if required by other sections of this UFC, and to the Installation fire reporting system, but not activate the Facility notification appliances.

9-18.7.5.4 Smoke Detection

The audible signal must be low frequency as required by NFPA 72.

10-1 Means of Egress

Comply with NFPA 101 for all components and features related to means of egress. IBC must not be used for any means of egress features, except as specifically noted below.

10-1.2 Accessible Means of Egress

Comply with NFPA 101 for accessible means of egress.

10-3.1 Occupant Load

Occupant load must be calculated in accordance with NFPA 101, except as noted in Table 10-1 Supplemental Occupant Load Factors:

Mechanical, Electrical, other building equipment spaces: 500 gross IT equipment rooms including those with small work areas in accordance with NFPA 75: 300 gross

11-1 Accessibility

For fire protection requirements, no changes to the IBC Chapter 11 provisions

12-1 Interior Environment

For fire protection requirements, no changes to the IBC Chapter 11 provisions

13-1 Energy Efficiency

For fire protection requirements, no changes to the IBC Chapter 13 provisions.

14-1 Exterior Walls

For fire protection requirements, no changes to the IBC Chapter 14 provisions.

15-1 Roof Assemblies and Rooftop Structures

Use roof coverings approved and listed by a NRTL. Class C roof coverings, as defined in the UL Roofing Materials and Systems Directory are only permitted for single and duplex style housing and Facilities less than or equal to 5,000 ft2 (465 m2).

15-2.1.1 Non Sprinkler Facility Roofs

For non-sprinklered Facilities or Facilities greater than or equal to 8,000 ft2 (743 m2), roof deck assemblies must be FM Class I approved, or UL-listed as fire classified or equal listing or classification by an NRTL.

16-1 Structural Design

For fire protection requirements, no changes to the IBC Chapter 16 provisions.

17-1 Special Inspections

For fire protection requirements, no changes to the IBC Chapter 17 provisions.

18-1 Soils and Foundations

For fire protection requirements, no changes to the IBC Chapter 18 provisions.

19-1 Concrete

For fire protection requirements, no changes to the IBC Chapter 19 provisions.

20-1 Aluminum

For fire protection requirements, no changes to the IBC Chapter 20 provisions.

21-1 Masonry

For fire protection requirements, no changes to the IBC Chapter 21 provisions.

22-1 Steel

For fire protection requirements, no changes to the IBC chapter 22 provisions.

23-1 Wood

Conform to the requirements of IBC, except where indicated. Review UFC for exceptions.

24-1 Glass and Glazing

For fire protection requirements, no changes to the IBC Chapter 24 provisions.

25-1 Gypsum board, panel, and plaster

For fire protection requirements, no changes to the IBC Chapter 25 provisions

26-1 Plastic

For fire protection requirements, no changes to the IBC Chapter 26 provisions.

27-1 Electrical

For fire protection requirements, no changes to the IBC Chapter 27 provisions.

28-1 Mechanical Systems - Air Handling Fire protection features for air handling, heating, ventilation, and exhaust systems, such as duct smoke detectors, fire dampers and smoke dampers, must comply with the requirements of NFPA 90A, except as modified by this UFC. Duct smoke detectors are not required where air distribution systems are incapable of spreading smoke beyond the enclosing walls, floors and ceilings of the room or space in which the smoke is generated. Duct Smoke detectors are not required when the air distribution system supplies a space or room that has area smoke detection.

28-1.2 Plenums Plenums may be used as an integral part of an air handling system only if they conform to the requirements of NFPA 90A. Under no circumstances may combustible materials be located within the plenum space. Electrical wiring passing through the space, including telephone and communication wiring must be plenum rated or must be in metal conduit.

29-1 Plumbing Systems

For Fire protection requirements, no changes to the IBC Chapter 29 provisions

31-1 Special Construction

No change IBC 31

32-1 Public Right of Way Encroachments

No Change IBC 32

33-1 Safeguards During Construction

No change to IBC 33

Apndx D IBC and NFPA Equivalents

IBC Type V-B shall be equivalent to NFPA Type V (000)

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UFC 3-600-01 FIRE PROTECTION

E

C

FEC

LIFE SAFETY SYMBOL LEGEND

APPLIES TO LS SERIES OF DRAWINGS ONLY

DESIGNATOR MATRIX SYMBOLS

1 HR FIRE

½ HR FIRE

WALL

SMOKE

BARRIER PARTITION

RATED BEARING OR

NON-BEARING WALL

NOTES:

1. WALL DESIGNATIONS ON THE LS SERIES OF DRAWINGS ARE FOR

GRAPHICAL PURPOSES ONLY AND MAY NOT REPRESENT THE ACTUAL

WALL/PARTITION CONSTRUCTION.

2. REFER TO THE CONTRACT DOCUMENTS, INCLUDING THE LIFE SAFETY

SYMBOLS LEGEND AND A0, A1 AND, A2 SERIES OF DRAWINGS, FOR

ACTUAL WALL/PARTITION TYPES AND CONSTRUCTION REQUIREMENTS.

3. RATING OF BEARING OR NON-BEARING WALLS ARE PER TABLE 601

AND SECTION 602.1 AND DO NOT REQUIRE PROTECTED OPENINGS.

798 1280

798 1280

ROOM NUMBER

DIRECTION OF EGRESS

EGRESS LOAD CAPACITY

NUMBER OF OCCUPANTS

DIRECTION OF EGRESS

EGRESS LOAD CAPACITY

NUMBER OF OCCUPANTS

MAXIMUM TRAVEL DISTANCE

COMMON PATH OF TRAVEL

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER BRACKET

XXX'-X"

XXX'-X"

CPOT

SMOKE-TIGHT

LS1.3

LS1.3

LS1.34

LS1.3 5

LS1.3

IMAGINARY LOT LINE

IBC 2018 TABLE 602c

OPEN PARKING GARAGES COMPLYING WITH SECTION 406

SHALL NOT BE REQUIRED TO HAVE A FIRE RESISTANCE

RATING.

IBC 2018 TABLE 705.8g

THE AREA OF OPENINGS IN AN OPEN PARKING STRUCTURE

WITH A FIRE SEPARATION DISTANCE OF 10' OR GREATER

SHALL NOT BE LIMITED.

49'-11"

CPOT

14 165

IMAGINARY LOT LINE

04A

05A

04B

CAC OFFICE

SUPERVISOR

OFFICE

ADMIN WORK

AREA

IT ROOM

ELEC/MECH

ROOM

VISITOR

CORRIDOR

PUBLIC TOILET

STAFF TOILET

SECURITY

SCREENING

VESTIBULE

JANITORS

CLOSET

WAITING

ROOM

HELP DESK

CAC

RECEPTIONIST

EXTERIOR

GARDEN

BREAK ROOM

ADMIN

WORKSTATION

STAFF

CORRIDOR

PEDESTRIAN

CHECK

WINDOW

03B

03C

03B

03A

03D

01B

01A

5 165

98'-8"

CPOT

08A

08B

14A

10A11A

15A

16A

17A

07A

06A

18A

02A

F R

O M

I M

A G

IN

A

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D

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D -E

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D

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D

12A

FEC MOUNTING HEIGHT:

NFPA 1- 6.1.3.8.1 "FIRE EXTINGUISHERS HAVING A GROSS WEIGHT NOT EXCEEDING 40LBS SHALL BE

INSTALLED SO THAT THE TOP OF THE FIRE EXTINGUISHER IS NOT MORE THAN 5' AFF."

INSTALL ALL FEC CABINETS SUCH THAT THE EXTINGUISHER HANDLE IS 4'-0" AFF

TOTAL AREA = 358 SF

AREA OF OPENINGS = 67 SF

OPENING % = 18.7 %

TOTAL AREA = 671 SF

AREA OF OPENINGS = 176 SF

OPENING % = 26 %

TOTAL AREA = 508 SF

AREA OF OPENINGS = 37 SF

OPENING % = 7.2 %

NFPA 101 TABLE D.3.5(A)

5' HORIZONTAL SEPARATION WITH A MAXIMUM AREA OF 600SF OF THE EXPOSED

BUILDING FACE - 8% OPENING AREA ALLOWED

ARCHITECT'S NOTE: D3.5.4 "THE AREA OF AN EXTERIOR WALL SHALL BE

CALCULATED AS THE LENGTH, EDGE-TO-EDGE, OF THE EXTERIOR WALL MULTIPLIED

BY THE MEASUREMENT FROM THE FINISHED GROUND LEVEL TO THE UPPERMOST

CEILING." THE COURTYARD WALL WAS NOT INCLUDED IN THE AREA OF THE

EXTERIOR WALL BECAUSE IT DOES NOT HAVE A CEILING, AND THEREFORE CANNOT

BE CALCULATED USING THIS METHOD AND SHOULD BE EXCLUDED.

ARCHITECT'S NOTE: THIS CONDITION IS NOT INCLUDED IN NFPA 5000 TABLE 8.7.2.2 AND THEREFORE THE DOOR DOES NOT NEED TO BE FIRE RATED.

TOTAL AREA = 148 SF

AREA OF OPENINGS = 0 SF

OPENING % = 0 %

TOTAL AREA = 1,702 SF

AREA OF OPENINGS = 526 SF

OPENING % = 30.9 %

IBC 2018 TABLE 705.8

NOTE G. THE AREA OF OPENINGS IN AN

OPEN PARKING STRUCTURE WITH A FIRE

SEPARATION DISTANCE OF 10' OR GREATER

SHALL NOT BE LIMITED.

THE IMAGINARY LOT LINE WILL THEREFORE

BE PLACED 10' OFF THE EXTERIOR WALL OF

THE EXISTING PARKING GARAGE. IT WILL

NOT BE MEASURED FROM THE EXTERIOR

FACE OF THE PIERS

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LIFE SAFETY

INFORMATION

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LIFE SAFETY - FACILITY TOTAL AREA

AREA (SF)

GROSS LIFE SAFETY AREA 3102

Grand total 3102

LIFE SAFETY - GENERAL DATA

BUILDING

OCCUPANCY CLASSIFICATION

CONSTRUCTION

TYPE

FULLY

SPRINKLERED

MIXED

OCCUPANCY

NON-SEPARATE

D MIXED USE

SEPARATED

MIXED USE

OCCUPANCY

CLASSIFICATION -

DESIGNPRIMARY SECONDARY

VISITOR'S

CENTER

B: BUSINESS (none) V-B No No No No B: BUSINESS

LIFE SAFETY - HEIGHT

BUILDING SPRINKLERED ALLOWABLE HEIGHT INCREASE ALLOWABLE…