Attachment M - Specification 01 52 00.00_REV 4SEP2020.pdf

B-3280 Repair HVAC and Electrical Systems MCB Quantico, VA

SECTION 01 52 00.00

TEMPORARY OFFICE FACILITIES

12/18

PART 1 GENERAL

1.1 DEFINITIONS

Manufacturer: Fabricator and installer. Provides Temporary Modular Office(s) for the Government's use during project construction work and as approved by the Contracting Officer.

1.2 SCOPE

This specification covers the turnkey provision and installation of one or more Temporary Modular Offices as part of a larger construction contract to establish temporary work areas for personnel displaced by construction at B-3280 (Marsh Center). The Temporary Modular Office(s) are to be procured by the Contractor and installed by the Manufacturer of the units in a Delegated Design arrangement managed entirely by the Contractor.

1.3 MANUFACTURER'S REQUIREMENTS

The Manufacturer is responsible all utility hook-ups to the Temporary Modular Office(s)from a distance of five feet from the exterior of each Temporary Modular Office to the exterior of the unit/building. The Manufacturer is responsible for Temporary Modular Office for the disconnection of all utilities and the removal/disposal of all the Temporary Modular Office and Storage Units from the site at their cost at project completion or termination.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval.Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Manufacturer Qualifications; G

SD-02 Shop Drawings

Shop Drawings; G

Provide Shop Drawings for each Temporary Modular Office with accessories indicated. Shop drawing must indicate all utility hook-up locations and location of exterior stairs and ramps.

SD-03 Product Data

Product Data; G

SD-05 Design Data

SECTION 01 52 00.00 Page 1 4 Sep 2020

Design Data and Calculations; G

Provide Design Data and Calculations for the foundation, piers, supports, and tie-down designs.

Provide Geotechnical Report with foundation recommendations for the site.

Provide design data and calculations for the Temporary Modular Office(s) sealed by registered professionals for the following disciplines:

1) Architectural Design

2) Mechanical, Electrical, and Plumbing Design

3) Structural Design

4) Fire Protection Design

5) Life Safety Design

SD-10 Operation and Maintenance Data

Maintenance Manuals; G

1.5 QUALITY ASSURANCE

Manufacturer of the Temporary Modular Office must be approved by the Contracting Officer, and must have a minimum of five years of experience as an approved, authorized, or licensed Manufacturer of Temporary Modular Offices. The Manufacturer must be capable of providing the specified warranty described below. The Manufacturer must familiarize himself with the site conditions, project site design, site constraints, temporary roads and utility locations for the installation of the Temporary Modular Office(s).

1.5.1 Manufacturer Qualifications

The Manufacturer must supply the names, locations and client contact information of three projects of similar size and scope that the Manufacturer has constructed within the previous five years.

1.5.2 Regulatory Requirements

The Manufacturer must be licensed in the jurisdiction where the Temporary Modular Office(s)are being installed.

1.5.3 Pre-Installation Conference

After the approval of submittals and before the installation of the Temporary Modular Office(s), the Manufacturer must attend a pre-installation conference to coordinate the installation, erection, confirm utility locations, and overall scheduling with the Contracting Officer, the Contracting Officer's designated personnel, and the Project Contractor. Provide a copy of meeting notes and action items to all attending parties. Note action items requiring resolution prior to start of work.

1.5.4 Design Data and Calculations

Provide Design Data and Calculations for the foundations, piers and

SECTION 01 52 00.00 Page 2 building supports design. All building loads must be accordance with ASCE 7 as cited by the International Building Code. The design and analysis of structural components must be reviewed, approved, and signed/seal by a licensed Professional Engineer.

Provide a complete architecture and engineering design package for the Temporary Modular Office(s) that includes sealed calculations and drawings covering architectural design, life safety, mechanical, electrical, plumbing, structural, and fire protection designs. All aspects of the building design must comply with applicable sections of UFC 3-600-01.

1.6 DELIVERY, STORAGE, AND HANDLING

The Temporary Modular Office(s) must be delivered in good, sound and usable condition must be delivered and temporarily stored and staged before installation where indicated by the Project's Contractor. During transport, the Temporary Modular Office trailers must be road worthy and comply with all applicable state and local vehicle requirements.

1.7 OPERATION AND MAINTENANCE MANUALS

Provide two copies of the Operation and Maintenance manuals to the contracting Officer, for the Government's use.

1.8 SITE CONDITIONS

Temporary Modular Office Delivery

1.8.1 Site Conditions

The Manufacturer must inspect the site, grounds and route for delivery and staging of the Temporary Modular Office(s). The Manufacturer must confirm and have authorization from the Contracting Officer, and the local jurisdiction for the delivery of the Temporary Modular Office(s). The Manufacturer must obtain all required permits and pay all fee's associated with the delivery and set-up of the Temporary Modular Office(s).

1.8.2 Existing Conditions

Refer to the drawings for the existing conditions and utility information.

1.9 WARRANTY

Furnish to the Government a Manufacturer's warranty for the duration of the occupancy of the Temporary Modular Office(s) by the Government, warranty includes but not limited to water and weather-tightness, interior and exterior finishes, maintaining temperature and humidity levels, electrical (communication cabling, lighting, alarms) services within the buildings, and the Manufacturer's supplied appliances. The warranty must run from the Contracting Officer and the Government's initial acceptance and inspection of the Temporary Modular Office(s) to their final removal from the site.

PART 2 PRODUCTS

2.1 TEMPORARY FACILITIES DESCRIPTION

Provide Temporary Modular Office(s) as indicated on the site drawings.

SECTION 01 52 00.00 Page 3

2.1.1 Design Requirements

Temporary Modular Office(s) must comply with the International Building Code and applicable sections of the (2017) NFPA 225, "Model Manufactured Home Installation Standard". The construction and fabrication must be in accordance with accepted construction standards and practices and the 2015 International Residential Code.

The exterior finishes (including skirting) and roofing are to be as selected from the Manufacturer's standard finishes. Interior finishes will include painted gypsum board walls, carpet tiles, resilient flooring and base, and suspended acoustical tile ceilings. Exterior walls must have a minimum R-11 insulation and R-19 roof/ceiling and floor insulation. Each facility must have exterior stairs and exterior ramps and constructed in accordence with the codes listed.

The Temporary Modular Office and Storage Units must be handicap accessible and comply with the United States Access Board, ABA-ADA Accessible Guidelines. Life Safety and exiting must be in accordance with the NFPA 101 (Life Safety Code); and the IBC and the IRC construction.

2.1.2 Basic Requirements

Temporary Office Units must contain toilet facilities for both men and women and breakroom areas as indicated with all necessary utility hook-ups. Breakrooms must contain base cabinets with counter-tops and wall cabinets; and refrigerators and microwaves. There must be provisions for janitor supplies with storage and utility sink - access may be located in one of the gang restrooms. Provide a file/copy/print room with storage cabinets and work surfaces and spaces for the multi-function copiers/printers. Provide fire extinguishers in accordance with 2015 NFPA 10 (Portable Fire Extinguishers)and 2015 NFPA 101.

Refer to the Temporary Modular Office(s) drawings for general arrangement of required furniture, work stations, chairs, and tables to be supplied and provided by the Manufacturer. The Manufacturer must coordinate the Manufacturer's supplied furniture and equipment with the Government furnished, Government Installed (GFGI) items. Coordinate power requirements, devices, communications and data devices with each work station indicated. Each unit must have exterior building lighting on all sides.

2.1.3 Foundation System Design

Obtain a geotechnical survey to determine soils information and foundation design requirements.

The foundations shall consist of conventional shallow foundations bearing in approved natural soils or in properly compacted controlled structural fill, unless otherwise required by loading and subsurface conditions. The foundations shall be design for a net allowable soil bearing pressure of 2,000 PSF (or actual allowable bearing pressure from geotechnical report if greater) to transfer vertical loads into the soils. Foundations shall bear at a minimum depth of 30" below the final site grades due to frost considerations. Design of the temporary foundation shall be determined by the modular unit's supplier. Lateral load transfer to the soils shall be determined by a Registered Engineer to resist all wind and seismic forces.

It is not expected that there will be a need for earth retaining

SECTION 01 52 00.00 Page 4 structures. In the event that there is a need for earth retaining structures, consult the Contracting Officer.

Factors of safety for sliding, overturning, and uplift stability will be 2.0, 1.5, and 1.5 respectively.

2.2 GENERAL PROGRAMMING

Refer to the Drawings for the Temporary Modular Office(s) Programming Specifics and Size Requirements

2.2.1 Spaces and Rooms Required

TABLE IA. Typical Rooms and Functions (OPTION A & B)

USE Function

Open Offices Provides space for systems furniture workstations Staff Offices Provides private offices for management Restrooms Provides toilet facilities for employees Break Rooms Provides space food prep and eating File/Copy/Print/ Provide space copying and clerical prep Server Provides space for IT / Comms equipment Janitor Provides space for cleaning supplies

2.3 FABRICATION AND CONSTRUCTION

2.3.1 General Criteria

A. Use low maintenance finishes throughout the facility

B. Provide appropriate standoff distances for ATFP as required in UFC 4-010-02.

C. Comply with the most recent versions of the IBC, IPC, NEC, NFPA 101, Quantico Fire and Emergency Services Requirements and ADA requirements.

2.3.2 Structural

A. Foundation: Provide adequate footings per trailer manufacturer's requirements for 8,640 Square Feet of trailer space. Furnish and install "Minute Man" Anchor or equal. Anchors shall be augured, cross drive or embedded in concrete. Contractor shall provide steel strapping for anchor and attach to the building as required by code and manufacturer's instructions.

B. Frame: Provide outrigger and perimeter sized per manufacturer's requirements. Provide a bolt on hitch, which is removable once trailer has been moved into place. Store hitch below trailer.

C. Floor Structure: Provide ¾" T&G plywood sheathing sub-floor.

Insulate below the sheathing per the Energy Code.

D. Wall Structure: Provide 2"x6" #2 wood studs at 16"o.c. at perimeter of structure. Coordinate location of wood framing with the steel structure of the trailer. Provide 7/16" CDX plywood/OSB sheathing along

SECTION 01 52 00.00 Page 5 with air/moisture barriers. Insulation shall be per the Energy Code with STC 45 sound isolation in areas indicated on floor plan. Provide ½" min.

gypsum board on the interior side of the wall.

E. Connections: Complete all Exterior/interior seams. Floor seams shall be flash patched and sanded to a seamless transition from module to module. All interior and exterior seams shall be completed per the drawings and material manufacturer instructions. Once complete, the seams shall maintain the building envelope.

2.3.3 Exterior

A. Roof: Provide transverse ridge truss framing on posts concealed within walls. Sheathing to be 7/16" CDX Plywood/OSB. Provide insulation per the energy code. Provide 45 MIL EPDM roofing (black).

B. Gutter/Downspouts: Furnish and install continuous aluminum gutters and downspouts to grade on a concrete splash block.

C. Building exterior: Provide 29 ga. steel high rib profile, "HardiPanel" siding or "LP" Smartside Panel exterior finish, or government approved equivalent.

D. Skirting: Furnish and install treated wood framing attached to the underside of the building to grade. Face material shall match the building siding. Provide crawl space vents as required by applicable codes. If the vents are power vents, an electrical contractor shall connect circuits.

E. Access: A minimum of one access point to the trailer shall be handicap accessible (ADA).

F. Decks, steps, and ramps: Pre-fabricated aluminum decks, steps, and ramps shall be designed by a professional architect/engineer. All welding on or off site shall be completed by a certified welder. Decks, steps and ramps to be installed directly on below grade concrete footings designed specifically for their structure.

G. Aluminum canopies: Provide prefabricated aluminum canopies at each entrance/exit. Prefabricated aluminum canopies shall be designed by a professional architect/engineer. All welding on or off site shall be completed by a certified welder.

2.3.4 Openings

A. Exterior Doors: Provide 36" x 80" commercial insulated hollow metal doors with steel frames. Provide a 5" x 20" vision panel in door.

Provide panic device hardware on each exterior door along with hydraulic door closer and kick plate.

B. Interior Doors: Provide 36" x 80" solid wood doors with steel frames for the interior. Door locks shall be installed with construction cores;

turn regular cores over to the Contracting Officer for the Government locksmith to install. Provide levered keyed or passage locksets as required by the end users. Provide ball-bearing/self-closing hinges at all restroom doors. Provide security at SIPR areas shown on plans.

SECTION 01 52 00.00 Page 6

C. Windows: Provide 32" x 60" aluminum frame double insulated low-E glazed windows with 1" aluminum interior mini-blinds.

2.3.5 Interior Plan and Finishes

A. Interior floor plan shall be based around the pre-approved plan included on attached Drawings.

B. Walls: Provide a minimum of ½" gypsum board on each side of wall with sound attenuation batts at all interior walls. Provide STC 45 in areas shown requiring higher level of sound proofing as indicated by "SIPR" designation. Sound proof and plenum walls shall extend from floor to deck above.

C. Ceilings: Provide suspended acoustic ceiling with 2' X 2' mineral fiber lay in tiles with a fine texture finish.

D. Floors: Provide 1/8" thick vinyl composition floor tile (VCT) with rubber cove base in the restrooms, entry areas (30sf min.), storage areas and computer rooms. Provide commercial grade carpet squares with rubber cove base in all hallways, offices and conference rooms.

E. Toilet Rooms: Provide steel modesty panels and toilet partitions.

F. Cabinetry: Provide wood base and wall cabinets with oak finish and solid surface countertops with backsplash.

2.3.6 Plumbing

A. General: All plumbing provisions for this project shall comply with the most recent version of the IPC. The following items are not to be considered all-inclusive, but are a brief statement of the minimum Government requirements.

B. Water: Service shall be connected to the existing water main.

Utilize Type L copper.

C. Sewer: Provide and install a Duplex submersible sewage grinder pumping station. This includes the furnishing and installation of all necessary and desirable accessory equipment and auxiliaries, whether specifically mentioned in these specifications or not, as required for an installation incorporating the highest standards for the types of service which this pump station is to perform.

D. Water heater: Provide an on demand electric water heater of appropriate size for the restrooms.

E. Fixtures: Provide china, tank type toilets and china wall hung lavatories. Provide on piece fiberglass service sink with gooseneck faucet. Provide single bowl stainless steel sink with gooseneck faucet in breakroom.

F. Accessories: Provide all necessary wall mounted accessories such as toilet paper dispensers, soap dispensers, mirrors, sanitary napkins disposal receptacles, grab bars, etc.

SECTION 01 52 00.00 Page 7

2.3.7 Electrical

A. All electrical provisions for this project shall comply with the most recent version of the NEC, NFPA 70, NFPA 70 (E), IEEE, and UFC standards. The following items are not to be considered all-inclusive, but are a brief statement of the minimum Government requirements

B. Provide electrical service to a main distribution panel or disconnect installed on each building.

C. Sub-panels: 120/240 V. 1-phase 60HZ, 3-wire.

D. Interior lights: Provide 24"x48" (4) tube fluorescent, lay in troffer with prismatic lens. Provide 40 FC illumination in office areas and 20 FC illumination in break areas and restrooms.

E. Exit lights: Provide exit lights at all exits from the trailer.

F. Emergency lights: Provide emergency lighting as required by code.

2.3.8 Data / Telecom

A. Provide two (2) 4 inch PVC pipes three feet underground, one (1) PVC pipes shall have 4 way inner duct. Sleeves shall be stubbed through the server room floor and extend 5 feet past trailer skirt. Both ends of sleeves shall be capped.

B. Provide telephone and communications infrastructure in accordance with UFC 3-580-10 and the contract drawings.

C. Horizontal Cabling: Provide horizontal cable in compliance with NFPA 70 and performance characteristics in accordance with TIA/EIA-568-B.1.

D. Horizontal Copper: Provide horizontal copper cable in accordance with TIA/EIA-568-B.2, UL 444, NEMA WC 63.1, ICEA S-90-661 UTP (unshielded twisted pair), 100 ohm. Provide four each individually twisted pair, 24 AWG conductors, Category 5e, with a blue thermoplastic jacket. Cable shall be imprinted with manufacturers name or identifier, flammability rating, gauge of conductor, transmission performance rating (category designation) at regular intervals not to exceed 2 feet. The word "FEET" or the abbreviation "FT" shall appear after each length marking. Provide communications general purpose (CM pr CMG), communications plenum (CMP) or communications riser (CMR) rated cabling in accordance with NFPA 70. Type CMP and CMR may be substituted for type CM or CMG and type CMP may be substituted for CMR in accordance with NFPA 70.

E. TELECOMMUNICATIONS SPACES: Provide connecting hardware and termination equipment in the telecommunications entrance facility to facilitate installation in the location shown on design drawings for terminating and cross-connecting permanent cabling. Provide telecommunications interconnecting hardware color coding in accordance with TIA/EIA-606-A.

F. Equipment Support Frame: Provide in accordance with CEA-301-E and UL 50.

G. Patch Panels: Provide ports for the number of horizontal and backbone cables terminated on the panel plus 25 percent spare. Provide

SECTION 01 52 00.00 Page 8 pre-connectorized copper patch cords for patch panels. Provide patch cords, as complete assemblies, with matching connectors as specified.

Patch cords shall meet minimum performance requirements specified in TIA/EIA-568-B.1, TIA/EIA-568-B.2 for cables, cable length and hardware specified.

H. Optical Fiber Distribution Panel: Cabinet mounted optical fiber distribution panel (OFDP) shall be constructed in accordance with CEA-310-E utilizing 16 gauge steel minimum. Panel shall be divided into two sections, distribution and user. Distribution section shall have strain relief, routing guides, splice tray and shall be lockable, user section shall have a cover for patch cord protection. Each panel shall provide 12 single-mode pigtails and adapters. Provide adapters as directed by G6.

Provide dust covers for adapters. Provide patch cords as specified in the paragraph PATCH PANELS.

I. Outlet/Connector Copper: Outlet/connectors shall comply with FCC Part 68EIA TIA/EIA-568-B.1, and TIA/EIA-568-B.2. UTP outlet/connectors shall be UL 1863 listed, non-keyed, 8-pin modular, constructed of high impact rated thermoplastic housing and shall be third party verified and shall comply with TIA/EIA-568-B.2 category 5e requirements. Outlet/connectors provided for UTP cabling shall meet or exceed the requirements for the cable provided. Outlet/connectors shall be terminated using a Type 110 IDC PC board connector, color-coded for both T568B. UTP outlet/connectors shall comply with TIA/EIA-568-B.2 for 200 mating cycles. Provide Hubble Model #HXJ5EXX where XX = BK for black, GY for gray, TI for ivory, OR for orange.

J. Cover Plates: Telecommunications cover plates shall comply with UL 514c, and TIA/EIA-568-B.1, TIA/EIA-568B.2; flush design constructed of high impact thermoplastic material ivory in color. Provide labeling indicating port connection for each jack. Provide Hubble IFP14 wall plates to match Quantico standard.

K. GROUNDING AND BONDING PRODUCTS: Provide in accordance with UL 467, TIA J-STD-607-A. Provide ground rods, bonding conductors, and grounding busbars.

L. Multi-User Telecommunications Outlet Assembly (MUTOA): Provide MUTOA(s) in accordance with TIA/EIA-568-B.1.Run horizontal cable in the ceiling or underneath the floor and terminate each cable on a MUTOA in each individual zone. MUTOAs shall not be located in ceiling spaces, or any obstructed area. MUTOAs shall not be installed in furniture unless that unit of furniture is permanently secured to building structure.

MUTOAs shall be located in an open work area so that each furniture cluster is served by at least one MUTOA. The MUTOA shall be limited to serving a maximum of twelve work areas. Maximum work area cable length requirements shall also be taken into account. MUTOAs must be labeled to include the maximum length of work area cables. MUTOA labeling is in addition to the labeling described in TIA/EIA-606-A, or other applicable cabling administration standards. Work area cables extending from the MUTOA to the work area device must also be uniquely identified and labeled.

M. References - Refer to the "QMCB Communication Standards" (available by request from Contracting Officer) for additional information.

SECTION 01 52 00.00 Page 9

2.3.9 HVAC

A. Provide an appropriately sized, forced air heating and cooling system. The system shall be designed to meet or exceed ASHRAE Std. 90.1.

Consideration is given to wall mounted "Bard" or equal with electric resistant heat strip.

B. Supply diffuser: Provide 24"x24" lay in suspended ceiling diffuser with adjustable damper.

C. Return system: Provide 24"x24" return grille with ducting above the ceiling.

D. Exhaust: Provide exhaust from all restrooms and break areas per code.

E. Thermostat: Provide wall mounted, programmable thermostat with auto change over heat/cool with a 7-day clock and override timer.

G. Provide provisions for up to 6 printer/MFDs station.

2.4 FIRE PROTECTION SYSTEMS

2.4.1 General Requirements

A. The Contractor is responsible for patching all wall penetrations, including fire stopping of firewall and floor penetrations.

B. Furnish the following spare parts: one audio-visual device of each type installed, one smoke detector and base.

C. All equipment must be new in factory packaging. Used, rebuilt, or refurbished materials are prohibited.

D. Furnish 4 sets of the following submittals to the Contracting Officer for approval by the NAVFAC Washington Fire Protection Engineer prior to construction:

1. Shop Drawings (Full Size)- Provide point-to-point wiring diagrams showing the points of connection and terminals used for electrical field connections in the system, including interconnections between the equipment or systems which are supervised or controlled by the system.

Diagrams shall show connections from field devices to the FACP and remote fire alarm control units, initiating circuits, switches, relays and terminals.

2. Provide plan view drawings showing device locations, terminal cabinet locations,junction boxes, other related equipment, conduit routing, wire counts, circuit identification in each conduit, and circuit layouts for each floor.

3. Provide a complete description of the system operation in matrix format on the drawings.

4. Provide complete riser diagrams indicating the wiring sequence of devices and their connections to the control equipment. Include a color code schedule for the wiring.

5. Provide battery power calculations.

SECTION 01 52 00.00 Page 10

6. All hard copy drawings shall be full size. Include a CD with drawings in AutoCAD and PDF formats.

7. Submit product data for all panels, devices, components, pipe, conduit, and wiring in the systems.

8. Certificates - Qualifications of Designer and Installer. Design shall be by a National Institute for Certification in Engineering Technologies (NICET) minimum Level III technician certified in Fire Alarm Systems. The Contractor shall guarantee labor,materials, and equipment provided under this contract against defects for a period of one year after the date of final acceptance of this system by the government.

9. All fire protection related design drawings prepared by the contractor (including shop drawings) shall be signed by a registered Fire Protection Engineer. All testing and verification documentation shall be witnessed by a Contractor-provided registered Fire Protection Engineer.

2.4.2 Applicable Criteria

(Use most recent version of each reference)

- UFC 3-600-01 "Fire Protection Engineering for Facilities"

- UFC 3-600-10N "Fire Protection Engineering"

- UFC 4-021-01 "Mass Notification Systems"

- Quantico Fire & Emergency Services Facility Design & Construction Requirements

- UFAS and ADA-latest editions available at date of contract award

- International Building Code

- NFPA 101, Life Safety Code

- NFPA 72, National Fire Alarm Code

- NFPA 13, Installation of Sprinkler Systems

- NFPA 75, Protection of Information Technology Equipment

2.4.3 Field Quality Control

A. Megger Tests: After wiring has been installed, and prior to making any connections to panels or devices, wiring shall be megger tested for insulation resistance, grounds, and/or shorts. Conductors with 300 volt rated insulation shall be tested at a minimum of 250VDC. Conductors with 600 volt rated insulation shall be tested at a minimum of 500VDC. The tests shall be witnessed by the Contracting Officer and test results recorded for use at the final acceptance test. Any existing wiring that the contractor desires to reuse must meet this requirement.

B. Preliminary Testing: Conduct preliminary testing verifying the following at a minimum: Absence of ground faults, normal operation and testing of all devices and panels, proper operation of primary and secondary power, measurements to confirm that voltage drop is not excessive, verification that red-line drawings are correct, measurements to confirm spare circuit capacities. After testing is complete and all corrections have been made,please submit certified test results and a request in writing to the Contracting Officer for a formal acceptance test with the NAVFAC Washington Fire Protection Engineer at least 15 days prior to the requested test date.

C. Final Acceptance Test - The final tests shall be witnessed by the NAVFAC Washington Fire Protection Engineer. At this time, any and all required tests shall be repeated at their discretion. The contractor shall

SECTION 01 52 00.00 Page 11 have available the following items to be turned over to the NFW FPE:

marked up red-line drawings, megger test results, and a printout of the system program and device list if any. After testing is completed and the system is approved, submit 4 copies of the system as-builts, device list and O&M manuals to the Contracting Officer.

2.4.4 Fire Alarm Systems

A. All work shall be in accordance with the references cited under the applicable criteria sections.

B. Provide new addressable fire protection system for the entire building including new initiating and notification devices. Panel shall have a minimum 250 point capacity and shall be capable of being programmed via the panel keypad.

C. Panel shall be of the voice evacuation type. Follow requirements of UFC 4-021-01 "Mass Notification Systems". Provide either a Cooper/Wheelock Safe-Path Autonomous Control Unit to run the notification appliance circuits or a fire alarm panel that is equipped to accept an exterior digital audio input from a SPAWAR provided Madahcom TRX transmitter unit.

Provide space adjacent to the FACP for the future TRX unit. Provide data to indicate that the amplifiers have sufficient capacity to drive fire alarm speakers at their 1/2 watt tap plus 50% spare capacity.

D. Strobes shall be marked ALERT.

E. All fire alarm devices shall be provided as required. Locations shall be in accordance with current codes.

F. Size batteries for 48 hours of supervision and 60 minutes of alarm.

G. All wiring shall be solid copper, minimum 14 gauge. Signaling line circuit shall be 16 gauge minimum. All wiring shall be installed in metallic conduit. Conduit shall be 1/2" minimum. EMT conduit is acceptable in dry locations not subject to damage. The use of flexible conduit not exceeding a 6' length shall be permitted in initiating device circuits.

H. Provide ¾" EMT rough-in stub above the ceiling or below the floor.

I. Provide Class A signaling line circuits, initiating circuits and notification circuits.

2.4.5 Fire Sprinkler Systems

A. All work shall be in accordance with the references cited under the applicable criteria sections.

B. Connect to existing water main and provide a post indicator valve.

C. Provide a double-check backflow preventer (BFP) on the sprinkler system, oriented horizontally, and located inside of the building exterior wall. Provide supervised control valves and gauges on both sides of the BFP. Provide a test connection for the BFP consisting of one hose valve for every 250gpm of system demand. BFP test connector does not have to penetrate the building exterior.

D. Base hazard classifications of the building on NFPA 13. Base sprinkler densities, design areas, and hose stream requirements on UFC

SECTION 01 52 00.00 Page 12

3-600-01. Discharge from individual sprinklers in the hydraulically remote area shall be between 100 and 120 percent of the specified density.

Maximum velocity in aboveground piping shall be 15 ft/s.

E. All sprinkler piping shall be steel. Pipe schedule and fittings shall be in accordance with UFC 3-600-01 and UFC 3-600-10N.

F. Provide sprinkler heads in accordance with NFPA 13. For areas with a suspended acoustic ceiling provide quick response recessed sprinklers. For areas with a finished gypsum board ceiling, provide horizontal sidewall sprinklers. Provide brass upright heads in areas without a finished ceiling. Sprinkler head temperature shall be in accordance with NFPA 13.

G. All sprinkler piping must be restricted to conditioned spaces unless a dry pipe system is utilized.

H. The Contractor shall perform a water flow test in the presence of the base Fire Department. Coordinate test arrangements with the Contracting Officer.

I. Provide a 6-head sprinkler cabinet with spare sprinklers and compatible wrenches for the new system.

2.5 SITE WORK

2.5.1 Improvements

A. Provide two (2) ADA curb ramps with detectable warnings at new ADA parking spaces on Kelton Ave.

C. Provide new crosswalk across Catlin Ave. for access to existing parking lot.

D. Provide new sidewalks from existing sidewalks to new trailers.

E. Provide the necessary grade so water flows away from the new trailers and to eliminate any standing water.

F. Provide utility connections as follows:

1. Potable water

2. Electricity

3. Fire protection water

4. Sanitary sewer including duplex grinder pump station and force main

5. Communications (in coordination with G6)

2.5.2 Site Restoration and Landscaping

A. Provide all necessary backfill, asphalt/concrete repairs, and fine grading of all soil disturbed by the Contractor's operation

B. Provide fertilizer, lime, and grass seed on all disturbed soil areas.

PART 3 EXECUTION

3.1 EXAMINATION

The Manufacturer must familiarize himself with the site conditions, drawings, site constraints, temporary roads and utility locations for the

SECTION 01 52 00.00 Page 13 installation of the Temporary Modular Office(s). This include local roads and conditions to the site.

3.2 PREPARATION

Provide each temporary facility ready for use when needed for occupancy to avoid delay.

3.2.1 Utilities

Provide the Temporary Modular Office and Storage Units the required water, sanitary, electrical, communication services. The size of the water service, sanitary service, electrical/lighting services, communication (telephone/data/internet) services are to be sized based on anticipated Government usage and building's utility usage and requirements for the buildings. The Temporary Modular Office(s) must be easily adaptable with Governments security requirements.

3.2.2 Delivery

The delivery and set-up of the Temporary Modular Office(s) must be approved with the local jurisdiction. The manufacturer must coodinate delivery schedule, traffic control and required barricades with the local jurisdiction during the approved times and schedule.

3.3 INSTALLATION

The installation, erection and set-up of the Temporary Modular Office(s) must be in accordance with accepted construction standards and practices and the codes cited above.

3.4 ADDITIONAL REQUIREMENTS

Conduct field testing of building systems, cleaning, ongoing maintenance, and building removal.

3.4.1 Maintenance of Temporary Modular Office Trailer(s)

The Contractor will be responsible for all interior and exterior maintenance of the Temporary Modular Office Trailer(s) from installation through the end of the contract. Maintenance will include repairs and routine maintenance as needed to building envelopes, building finishes, building systems (electrical, HVAC, plumbing, Data/Comm, fire suppression, and fire alarm) and FF&E provided through the contract.

3.4.2 Tests

All utility systems must be tested by the Manufacturer and made operational for ready for use; and inspected and approved by the Contracting Officer.

3.4.3 Cleaning

The Manufacturer must completely clean the Temporary Modular Office(s) before the temporary buildings are turned over for occupancy.

3.4.4 Temporary Modular Office Removal

The Manufacturer is responsible for disconnection of all utilities and the

SECTION 01 52 00.00 Page 14 removal/disposal of all the Temporary Modular Office(s) from the site.

This includes all building accessories, foundations, utility appurtenances, and piers.

-- End of Section --

SECTION 01 52 00.00 Page 15

HQMC No. QU1827M B-3280 – Repair HVAC and Electrical Systems Temporary Office Trailer Specification Appendix

OPTIONS TO PROVIDE AND INSTALL / SITE PREP WORK FOR TEMPORARY OFFICE

TRAILER(S) FOR B3280 REPAIR HVAC; MARINE CORPS BASE QUANTICO

1. WORK SUMMARY FOR TRAILER OPTIONS:

1.1 This contractor turn-key scope of work is to provide and install one temporary rental trailer to be used as Swing Space as phased work is accomplished in Building 3280, depending on which options could be awarded. The work shall include design, delivery and set-up, interior fit-out, to include furniture and systems furniture, site-work, and tear-down and removal upon completion of the contract.

1.2 A typical trailer layout has been provided. The preferred maximum number of personnel to be located within each trailer facility is 80 personnel. The proposer should anticipate some level of deviation from these typical layouts (resulting in some minimal design efforts) that shall be finalized during the Design-build process for these elements. Contractor shall confirm maximum number of personnel based on life-safety criteria.

1.3 A schematic level site plan has also been included that shows the general arrangement, site and utility work. The contractor should anticipate some minor design deviation in order to arrive at the final layout. It is anticipated that electrical, water, sanitary, fire protection utilities shall be necessary.

Underground conduit for outside plant telco/IT shall also be required.

2. REQUIREMENTS:

2.1 This document is an appendix to Specification Section 01 52 00 – TEMPORARY OFFICES included in the project Specifications Manual for QU1827M.

2.2 Specific project requirements are included in Specification Section 01 52 00 – TEMPORARY

OFFICES.

2.3 In the event, requirements differ from those contained within Specification section 01 52 00, the most stringent requirement must be followed.

3. SPECIAL INSTRUCTIONS:

3.4. General Requirements regarding any site work or site utility work will be found under the Division 01 specifications.

4. GENERAL NOTES:

4.1. The contractor shall field verify all dimensions, measurements, and quantities before submitting any bid or proposal, and in addition before ordering any material or equipment to ensure suitability of specific application.

5. LAY DOWN AREAS, SPOILS AND DEBRIS SITES: The contractor shall request approval of a designated lay down area and/or spoils or debris area for staging of materials and equipment from the Contracting Officer.

Temporary Office Trailer Specification Appendix

5.1. The contractor shall provide temporary fencing or other appropriate means as necessary to secure the area against trespass or illegal dumping.

5.2. The contractor shall post appropriate signage at the designated lay down/spoils area containing the contractor’s name, phone number, contract number, and ROICC phone number and POC.

5.3. The security of all material and/or equipment within the designated lay down or spoils area shall be the responsibility of the contractor.

5.4. In spoils or debris sites which contain loose soil, hazardous, or contaminated materials, the contractor shall furnish silt fencing or other appropriate control measures to contain all run off of such materials within the site.

5.5. For spoils or debris sites identified as containing hazardous or contaminated materials, the contractor shall post readily visible, appropriate signage warning of said hazards or contamination.

5.6. For spoils or debris sites planned to contain erodible soil, hazardous or contaminated materials, the contractor shall submit, in writing, to the Contracting Officer, a containment and cleanup plan for said site. The plan shall be approved by the Contracting Officer prior to any materials being placed on the site.

In the event that unforeseen hazardous or contaminated materials are discovered after the work is in progress, the contractor shall immediately notify the Contracting Officer of the discovery of said material, and shall prepare and submit a containment and cleanup plan at that time.

5.7. Spoils and debris shall not be stockpiled for longer than 30 days before being transported off base for proper disposal.

6. PERMITS, MANIFESTS and UTILITY OUTAGE /UTILITY CONNECTION REQUESTS

6.1. The Contractor shall, without additional expense to the Government, obtain all appointments, licenses, and permits required for the prosecution of the work. The Contractor shall comply with all applicable federal, state, and local laws and base regulations and procedures. Evidence of such permits and licenses shall be provided to the Contracting Officer and/or designated representative before work commences. The Contractor is cautioned that FINAL APPROVAL for all applications and permits will be by the Contracting Officer. (see FAR 52.236-7, PERMITS AND RESPONSIBILITIES)

6.2. All Permit Application Requests, Manifests, and Utility Outage/Utility Connection Requests shall be made in writing to the Contracting Officer and/or designated representative in advance of contacting and coordinating with QMCB Base Permit Issue Offices.

6.3. “Land Disturbance Requirements and Permits”: Ensure initial request is submitted in writing to the Contracting Officer and/or designated representative at least five (5) calendar days in advance in order for the Contract Construction Management Office to contact and coordinate any necessary meeting(s) with QMCB Base Natural Resources and Environmental Affairs Office (NREA) Permit Issue Office for NREA’s initial review and approvals of land disturbance applications and to process the necessary Storm Water Construction Permits to Department of Conservation and Recreation (DCR). The Contractor is cautioned that FINAL APPROVAL for all applications and permits will be by the Contracting Officer upon receipt of permit approval from the NREA office, and prior to any land disturbance work. It is recommended that all required submittals be provided to NREA 45 days to from anticipated date of the proposed land disturbing activity.

Temporary Office Trailer Specification Appendix

6.3.1 The following permit and plans submissions are required for all projects with land disturbance as specified below for specific land sizes, locations near water, drainage lines, resource protection areas, and sensitive areas unless otherwise specified

6.3.1.2. All construction sites disturbing a soil area more than 2,500 SQ FT (232 SQ.M., 0.057 ACRES) and less than 10,000 SQ FT (928 SQ.M.) located anywhere on Base, and more than 100 feet of from open water, RPA sensitive areas, or drainage lines: No DCR permit or E&SC and SWP3 plans are required, however applicable state and federal erosion and sediment control regulations still apply. Erosion and sedimentation control Best Management Practices to be utilized during all phases of work associated with this contract.

6.3.1.3. All construction sites disturbing a soil area greater than 2,500 SF (232 SQ.M, 0.057 ACRES) and located within 100 feet of any water body (lake, river, stream, etc.):

6.3.1.4. All construction sites disturbing a soil area greater than 2,500 SF (232 SQ.M., 0.057 ACRES) and lies within a Resource Protection Area (RPA), or an area determined by NREA to be in a sensitive area:

6.3.1.5. All construction sites disturbing a soil area greater than 10,000 SF (928 SQ.M.) and less than one

(1) Acre (43,560 SF, 4,047 SQ.M) located anywhere on Base, and more than 100 feet from open water, RPA sensitive areas, or drainage lines:

6.3.1.6. All construction sites disturbing a soil area greater than one (1) Acre (43,560 SF, 4,047 SQ.M) located on the Base installation:

6.3.1.7. DCR Application fees are:

a) $200 (sites less than one (1) acre but greater than 2,500 SF)

b) $300 (sites one (1) acre but less than 5 acres)

c) $500 (sites 5 acres and over)

6.3.1.8. Responsible Land Disturber (RLD): The contractor shall provide the name of the Responsible Land Disturber (RLD) for the construction site to the Contracting Officer and/or designated representative. The Contracting Officer designated representative will forward the Contractor’s RDL to the QMCB NREA Permit Issue Office for NREA’s initial review and approval. The Contractor is cautioned that FINAL APPROVAL for the RDL will be by the Contracting Officer upon receipt of permit approval from the NREA office, and prior to any land disturbance work. All contractor RLDs are required to complete the online module of Storm Water Training at the following site:

http://nreabweb.emainc.com/MCBQ_SW_Training/SWPP%20Training/index.asp. The RLD must fall under one of the following criteria to be acceptable:

• He/she must have a state RLD certificate (see http://www.dcr.state.va.us/sw/es_rld.htm for more information.) OR:

• Must be a certified P.E. in the state of Virginia, OR

• Must be enrolled in the state Erosion and Sediment Control Certification Program (see http://www.dcr.state.va.us/sw/estr&crt.htm for more information) or have obtained a state certificate through this program.

6.3.1.9. The following permit application forms and general guidelines can be obtained at the website:

http://www.dcr.virginia.gov/soil_and_water/vsmp.shtml or via the NREA Water Programs website at http://www.quantico.usmc.mil/activities/display.aspx?PID=1786&Section=NREA :

a) VSMP general permit application form for construction activities

b) General permit notice of termination (NOT) for storm water discharges from construction activities

c) Permit application fee form

d) Erosion & Sediment Control, Storm Water Pollution Prevention and Low Impact Development (LID) on

MCB Quantico

8. Final Acceptance Inspection: The PWB Engineering Project Technical Designer shall be included on the Final Acceptance Inspection in addition to the personnel representing PWB Facilities Maintenance Section, and the Customer/Client as described in UFGS 01 45 00.00 20. The Contracting Officer will be notified at least five (5) calendar days in advance before the Final Inspection takes place in order to schedule Engineering representation and all other personnel attendance.

9. SUBMITTALS: Submit in accordance to Specification Section 01 33 00 – SUBMITTAL

PROCEDURES

11.2. Provide professional registration and design signing and stamping requirements: per requirements of UFC 1-300-09N, Design Procedures for the following:

11.2.1 Civil / Site Design and Utilities Connections Design including

Civil site design and civil utilities connection

Environmental permitting including E&S permitting, NEPA permitting, and storm water management permitting as required by state and federal regulations

Electrical utilities connections

11.2.2 Architectural & MEP Design:

Provide sealed drawings developed by the manufacturer of modular office buildings covering all aspects of the manufactured building including structural, architectural, mechanical, electrical, and plumbing systems.

11.2.3 Note that shop drawings, may be utilized as design submittals, for certain items following delegated design protocols.

11.3. ACCESSIBILITY: Provide barrier-free design in accordance with the requirements of the DEPSECDEF Memorandum "Access for People with Disabilities" dated Oct 31, 2008. The memorandum updates the DoD standards for making facilities accessible to people with disabilities. The US Access Board issued an update of the accessibility guidelines which the DEPSECDEF Memorandum implements with military unique requirements specified in the memorandum attachment. The new DoD, "ABA (Architectural Barriers Act) Accessibility Standard" (DoD ABAAS) and the DEPSECDEF Memorandum are located at http://www.access-board.gov/ada%2Daba/aba-standards-dod.cfm .

11.4. See Specification Section 01 52 00 – TEMPORARY OFFICES for project-specific criteria requirements.

11.5. DESIGN SUBMISSIONS: Submit design drawings or sketches, calculations and manufacturer’s data to demonstrate compliance with contract requirements. The Contractor is encouraged to prepare design drawings more like shop drawings to minimize construction submittals.

Temporary Office Trailer Specification Appendix

11.5.1. Provide hard and electronic copies of design submittal package 2 weeks prior to the in-progress review meeting. See Statement of Work for project-specific criteria requirements for number of review submission, type and quantity of submissions.

11.6.2. The final design submittal must be professionally signed and sealed by the DOR and forwarded to the Contracting Officer prior to the start of construction. Separated final design packages will only be considered for Government review and approval during the Post Award Kick-off Meeting. The following design submittals must be approved by the Contracting Officer prior to the start of construction:

a) 100% As-Built drawings submitted in both Adobe PDF and AutoCAD formats

b) All manufacturers’ catalog cut sheets hardcopies and Adobe PDF

c) All O/M manuals and Warranties hardcopies and Adobe PDF

12. FIRE PROTECTION AND LIFE SAFETY REQUIREMENTS: Work shall comply with applicable criteria identified herein and the Statement of Work. Any project including work on means of egress, fire rated elements, Fire Suppression, Mass Notification, or Fire Alarm Systems shall require the services of a Registered Fire Protection Engineer (FPE).

12.1. Final Life Safety/Fire Protection Certification Documentation: Unless otherwise specified the Contractor should provide certification that all life safety and fire protection features and systems have been installed in accordance with applicable criteria, the contract documents, approved submittals, and manufacturer's requirements. This certification shall summarize all life safety and fire protection features.

12.2. The Contractor shall retain the services of a Registered Fire Protection Engineer (FPE). This FPE shall be an integral part of the Prime Contractor's Design and Quality Control Organization, and shall have no business relationships (owner, partner, operating officer, distributor, salesman, or technical representative) with any fire protection equipment device manufacturers, suppliers or installers for any such equipment provided as part of this project. Unless otherwise specified, all work performed on means of egress, fire rated elements, Fire Suppression, Mass Notification, and Fire Alarm Systems shall be designed, reviewed, inspected and approved by the FPE.

A. Qualifications/Experience:

1. Qualifications of the Designer: The FPE DOR shall have obtained professional registration by successfully completing the Fire Protection Engineering discipline examination.

2. Qualifications of the Installer: Prior to installation, submit data showing the Contractor has successfully installed systems of the same type and design as specified herein, or that Contractor has a contractual agreement with a subcontractor having such experience.

Include names and locations of at least two installations where the Contractor, or subcontractor, has installed such systems.