Project_Specifications.pdf

MODULAR BUNKHOUSE UNIT 000050-1

USDA FOREST SERVICE, R-4

ST. ANTHONY BUNKHOUSE

SECTION 000050 - MODULAR BUNKHOUSE UNIT

PART 1 - GENERAL

1.1 SUMMARY

A. This item shall consist of the supply and installation of a 4-bedroom, minimum 1300-square foot modular barracks installed at the St. Anthony Administration site. The bunkhouse shall be constructed to an approved floor plan developed by the successful bidder in accordance with these specifications. It shall include design for concrete building foundation. The floor area shall be defined as the gross area within the exterior face of exterior wall lines. The unit shall be manufactured units moved onto the site and installed on a permanent concrete.

B. The building shall be designed, constructed, and installed in accordance with the Codes reference in paragraph 1.3, below.

1.2 MEASUREMENT AND PAYMENT

A. The quantity to be measured shall be "Lump Sum Quantity" (LSQ) as shown on the

Schedule of Items for "Modular Bunkhouse Unit," completed, installed, accepted, and ready for use. Payment shall be at the contract unit price as shown on the Schedule of

Items. .

1.3 REFERENCE SPECIFICATIONS

A. The publications listed below form a part of this specification to the extent referenced.

The publications are referred to in the text by the basic designation only.

2012 International Building Code

2012 International Plumbing Code

2012 International Mechanical Code

2012 International Fuel Gas Code

2009 International Energy Conservation Code

2014 National Electrical Code

2014 National Fire Protection Association Standards 13R and 13D.

2010 Americans with Disabilities Act/Architectural Barriers Act Guidelines

(ADA/ABAG) (http://www.access-board.gov/adaag/html/adaag.htm)

1.4 RELATED WORK

A. The work shall be in accordance with the following subsidiary specifications. The subsidiary specifications are referred to in the text by the Section designation only.

Section 011250 – Measurement and Payment

Section 011400 – Work Restrictions

Section 011900 - Mobilization

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Section 013300 – Submittal Procedures

Section 014100 – Quality Control

Section 015100 – Temporary Traffic Control

Section 023701 – Sediment and Erosion Control Measures

Section 033000 - Cast-In-Place Concrete

Section 047200 - Cast Stone Masonry

Section 055210 - Pipe and Tube Railings

Section 061000 – Rough Carpentry

Section 061600 - Sheathing

Section 064023 - Interior Architectural Woodwork

Section 073110 – Asphalt shingles

Section 074600 – Fiber Cement Siding

Section 077100 – Roof Specialties

Section 096520 - Sheet Vinyl Floor Coverings

Section 096530 - Resilient Wall Base And Accessories

Section 096813 - Carpeting

Section 097200 - Wall Coverings (Fiberglass Reinforced Plastic (Frp) Panels)

Section 113100 – Residential Appliances

Section 122113 - Horizontal Louver Blinds

Section 211313 – Fire Sprinkler System

Section 221100 – Water Distribution Systems

Section 230593 - Testing, Adjusting, And Balancing For Hvac

Section 231123 – Facility Natural Gas Piping

Section 260500 - Common Work Results For Electrical

Section 260519 - Low-Voltage Electrical Power Conductors And Cables

Section 260526 - Grounding And Bonding For Electrical Systems

Section 260533 - Raceway And Boxes For Electrical Systems

Section 260553 - Identification For Electrical Systems

Section 260923 – Lighting control Devices

Section 262416 – Panelboards

Section 262726 - Wiring Devices

PART 2 - PRODUCTS AND EXECUTION

2.1 GENERAL - The bunkhouse unit shall be configured in accordance with the following specifications:

A. The general rooms and arrangement shall be determined from submitted drawings in consultation with the Contracting Officer (See Para 2.1.B & 2.1.C below). Overall square footage of the building shall be a minimum 1300 square feet. Contractor shall provide a building that will fit in the allowed area for the building, as shown on the site plan supplied by the Government. Main entrance of the building shall be oriented towards the adjacent access roads as shown on the site plan. Contractor shall also coordinate the location of utility line connections for the building with the location of the existing utilities shown on the utility site plan. The bunkhouse shall be in full compliance with the 2012 International Building Code for R-3 occupancy, congregate living facility and will include installation of an NFPA 13R or 13D compliant fire

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sprinkler system. See paragraph 2.8 below for additional fire sprinkler system requirements.

B. The contractor shall submit a professionally prepared preliminary design (floor plan and elevations) to the Contracting Officer for approval within (2) weeks after the Notice to

Proceed.

C. Upon approval of the preliminary design by the Forest Service, the Contractor shall submit five (5) full sets of drawings as indicated below, and design calculations to the

Contracting Officer for approval through the Region 4, Director of Engineering within

(4) weeks after approval of the preliminary design.

1. The detailed drawings shall include:

a. Complete construction details and schedules for the building.

b. Foundation plan and details.

c. Framing plans and details for porches and covers for entries and ramps.

d. Plans and details for ramps.

e. Mechanical plans showing duct sizes, locations, designed air flows, locations of flow dampers, and proposed HVAC equipment.

f. Plumbing plans, showing all waste and vent piping, water piping and their sizes, location of demand water heaters, their make, model and specifications.

g. Fire sprinkler plan showing riser, layout and equipment.

h. One full set of reports demonstrating energy savings over minimum

International Energy Conservation Code (IECC), 2009 Supplement Edition compliance and compliance with all required energy checklist items.

i. Cut sheets for appliances and equipment, demonstrating Energy Star compliance.

j. Electrical plans, showing all panel and lighting schedules, device locations, circuitry, makes, models, and specifications.

k. Finish grading plan that shows grading and drainage around building and at concrete pads.

l. The drawings shall be stamped by an Engineer or Architect, licensed in the state the building will be installed.

2. Upon final approval of the drawings by the Contracting Officer, the Contractor shall submit to the Contracting Officer 2 full sets of stamped, original, 24 inch by

36 inch (D-size) reproducible drawings, and an electronic copy on CD (in DXF or

DWG file format) along with 4 sets of the final working drawings on 22-lb bond.

D. This building shall be designed to exceed the International Energy Conservation Code

(IECC), 2009 for multi-family residential construction. The Government is required to save an additional 30 percent energy use over International Energy Conservation Code

(IECC), 2009 Supplement Edition as is cost effective. Compliance shall be demonstrated by providing detailed reports from software such as ResCheck (current version) or similar software. All energy related requirements identified throughout this specification are intended to be mandatory. The following required report shall show the energy performance meeting International Energy Conservation Code (IECC), 2009

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Supplement Edition and the energy performance, as designed, to save an additional cost effective percent above code requirements that has been met. Required report(s) shall include the equivalent of the following:

E. Building envelope, including construction assembly (i.e. walls, ceiling/roof assemblies, floor assemblies, foundations), and windows and doors.) The Compliance Certificate as generated by REScheck meets this requirement.

F. Address mandatory compliance requirements of the IIEC for envelope and systems noted in the checklists for REScheck.

G. Unless noted otherwise below, all appliances, fixtures, and component parts or details not specifically covered by these specifications shall be those which are considered standard or better quality for commercial home building use, be Energy Star rated, as approved by the Contracting Officer.

H. Bunkhouse shall be designed with the following spaces:

1. Four each, minimum 120-square foot, bedrooms. One bedroom shall be fully

ADA/ABAG compliant (accessible).

2. One toilet and shower room with the following components: floor mounted tank toilet, toilet paper dispensers, coat hook, toilet seat dispensers, mirror unit, soap dispensers, wood framed, laminate covered countertop with top mounted lavatories, faucet, hand dryer, a prefabricated 36” x 36” shower units, with soap dish, mixing valve and shower head, cubicle framing and finishing, stainless steel curtain rod and anti-microbial curtains.

3. One common use accessible toilet room with the following components: One floor mounted toilet, 36”, and 18”stainless steel, wall mounted grab bars, toilet paper dispenser, toilet seat cover holder, wood framed, laminate covered countertop with top mounted lavatory and faucet, soap dispenser and anti-scald drain guard. See ADA/ABA Accessible guidelines for any additional requirements.

4. A common kitchen of approximately 212/SF to accommodate 2-range/ovens, 2-sinks, refrigerators (without freezer), one upright freezer, one dishwasher, and 14-linear feet of 24-inch deep countertops including 2-double sinks, and a 8’-foot island with an 8-foot eating counter (30-inches above finished floor) located on the dining room side of island. Provide a minimum 12’ of 28” high by 12” deep upper cabinets. Provide 2 microwave units. See the appliance specifications.

5. Approximately 110/SF dining area. This space shall be open and adjacent to the recreation/living area. Provide a continuous decorative wood chair rail around the room to protect the wall.

6. Approximately 150/SF common use area. This space shall be open and adjacent to the dining area. Provide a continuous wood decorative chair rail around room to protect the wall.

7. Mechanical room to accommodate water heater, fire riser, and furnace. Furnaces shall be located to minimize duct runs. See paragraph 2.6 below for mechanical requirements and additional information. Floor drains shall be installed to accommodate drain lines. Provide an area for housing the fire sprinkler support

MODULAR BUNKHOUSE UNIT 000050-5

equipment for the building including any required booster pump for building water supply may be located in this room.

I. Finishes of Walls and Ceilings

1. All interior wall finishes shall be “light orange peel” textured, semi-gloss painted

5/8 inch type-x gypsum board with rubber cove base. Ceiling finish shall be textured, painted gypsum board. Wall finishes in bathrooms and at showers shall be Fiberglass Reinforced Plastic wainscoting (FRP) over 5/8 inch waterproof type-x gypsum board. IBC requirements for fire partitions and corridor fire resistance for R-3 occupancy are required.

J. Colors:

1. Exterior colors shall be as selected by the Contracting Officer’s Representative from the full line of products available for the materials specified:

K. Doors and Hardware:

1. All interior doors shall be flush, birch veneer, solid core, a minimum of 1 ¾” x 3’-

0” x 6’-8”. All interior hardware shall have levered handles, and shall meet

ADA/ABA accessibility Guidelines. Interior doors to bedrooms shall have lever handled, separately keyed, entrance locksets with a privacy type deadbolt keyed to match each entrance lockset. All interior locksets/deadbolts shall be master keyed to all exterior and other keyed door hardware. Doors to bathrooms shall have lever handled bathroom type privacy locksets. Water heater and furnace closet doors may be narrower, but must be sized to allow service and replacement of units.

2. Exterior doors and frames shall have Hollow Metal frames with insulated metal 6

Panel doors. Exterior doors shall have lever handled entrance locksets and deadbolts. All keyed exterior entry locks shall be keyed alike and shall be provided with 20 standard keys and 2 Access Bow Keys.

L. Kitchen:

1. Kitchen cabinets shall be provided in compliance with Specifications Section

064023 Interior Architectural Woodwork. Provide a minimum of 14-lineal feet of countertops with 4-inch backsplashes for base cabinets in kitchens and laundry room and wall hung countertops for restrooms. Provide 8 LF of island countertop with wider profile, and 30” high eating area as shown on the drawings. Provide approximately 14 lineal feet of upper wall cabinets in kitchens and laundry areas.

2. Provide wood framed, laminate covered shelving for approximately 14 lf.

M. Exterior Front Entryway and Ramp:

1. All required handrails, guardrails, and railing shall painted steel components railing per specifications Section 055210 Pipe and Tube Railings. All railings and handrails shall be installed per 2010 ADA/ABAG requirements including proper termination at top and bottom of ramps. Please note 2010 ADA/ABAG paragraph

405.8 requires handrails on both sides of ramps with a rise of more than 6-inches.

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2. Building elevation must be set to reduce the need for stairs and minimize runs of ramps. All exterior landings at doors and bottom of ramps shall be a minimum of

5-feet square. Top landings shall be installed to match finish floor elevation of bunkhouse unit with only slight slope from building to drain. (i.e., maximum elevation differential between landing and top of door threshold shall not exceed

½ inch.). Ramps shall be a minimum of 36-inches clear width and any intermediate landing with a change in direction from the ramp shall be a minimum of 42-inches wide. Ramp shall be constructed and equipped in accordance with 2010 ADA/ABAG and have a maximum slope of 1 in 12 with a maximum rise of 30-inches between landings. Ramp and landing areas shall be equipped with guardrails/handrails per paragraph “K” above. All ramps shall be constructed with pressure treated wood, and shall be constructed to minimize their length by increasing fills at building and grading from building to meet

ADA/ABAG requirements.

2.2 BUNKHOUSE BUILDING – The following construction requirements shall apply:

A. Roofing shall be asphalt shingles, meeting requirements of specification Section

073110, with 6-feet wide ice dam membrane installed over roof sheathing at eaves and valleys, and 3-foot wide ice dam membrane at ridges and gables. Roof pitch shall be not less than 4 in 12, with all overhangs 24-inches minimum. All roof penetrations shall be made within 24-inches of the ridge of the roof and shall be painted to match roof color. Attic ventilation shall be installed on the roof gables and continuously in soffits. Fascias shall be steel and match roofing in color and material. Roof trusses must be an energy truss style to maximize energy efficiency. Provide R-49 insulation.

B. Provide gutter and downspouts over all entrances per specification 077100.

C. Siding and trim material shall be as follows:

1. Siding shall be a cement composite lap siding with an 8-inch exposure, with a minimum 15 year factory applied finish, color as selected by the Contracting

Officer. Siding shall not have continuous vertical joints at adjoining building modules.

2. Trim shall be a minimum of 1 1/4-inch thick approximately 6-inches wide and be cement composite material matching siding. Trim shall be factory primed and receive a minimum of 2-finish coats of paint or have 15 year factory finish as described above.

D. Except for the accessible restroom, the lavatories shall be mounted in a plastic laminate countertop and 4-inch high backsplash. Accessible lavatory shall be wall mounted.

Toilets shall be elongated bowl, 1.2 gallon or less per flush type with pressure assist flushometer tank with tank lever located on accessible side of tank or push operators located centered on tank lid.

E. Finished floors shall be covered with commercial grade, sheet resilient floor covering or carpet as described in the drawings. Sheet flooring shall be per specification Section

096520 Resilient Floor Coverings. Wall base shall be per specifications Section

096530 Resilient Wall Base and Accessories. Carpet with pad shall be installed as

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described in the drawings. All carpeting shall be per specification Section 096813

Carpet. All carpet/resilient floor transition strips shall be ADA/ABAG compliant vinyl or rubber. Submit sample of transition strips for approval by Contracting Officer.

F. Shower surrounds shall be waterproof (acrylic, or fiberglass), a minimum of 36-inches square. Accessible shower shall be fully ADA/ABAG compliant, including a removable, fold-down shower seat, grab bars, and shower curtain. Floor drain shall be installed centered in front of access to accessible shower. Non-accessible showers shall be equipped with shower doors. All shower units shall be equipped with anti-scald type, lever-handled shower valves, soap dish, and shelf (integral or mounted type).

G. The bunkhouse shall be insulated with the following minimum resistance rating:

1. Walls R-21

2. Ceilings/roof (energy truss required) R-49

3. Floors R-15 for slab

4. R-30 for crawlspace floor.

5. Foundation walls R-15

6. Exposed water piping in crawlspace or attic Minimum 3” pipe insulation.

H. All windows shall be sliding style, fully weather-stripped, double-glazed, low-E, elevation adjusted argon filled, with a maximum U-Value of .35. Windows shall be rated highly for use in high wind areas. Windows shall be fiberglass framed windows.

Glazing in bathrooms shall be double-glazed obscure type.

1. Windows located in bedrooms shall be sized and located for egress requirements per 2012 IBC. Provide 1-inch horizontal metal blinds for each window except bathroom windows per specifications Section 122113 Blinds.

I. All exterior doors shall be 1-3/4 inch thick x 3-feet wide x 6-feet 8-inches tall insulated metal doors with closers and with half light. All exterior door hardware shall meet

ADA requirements and have a satin chrome or satin stainless steel (US26D or US32D) finish. Provide wall mounted 8-inch by 15-inch minimum, red photo luminescent exit signs centered above interior trim on every exterior door.

2.3 APPLIANCES - The following appliances shall be furnished and installed of one color, chosen by the COR. See Appliance Specification 113100 for Basis of Design Products.

A. Two freestanding electric range/ovens, with temperature-controlled self-cleaning bake oven with glass oven door, and four burners. Matching, exterior vented, range hood shall be supplied for each range/oven. One range/oven shall be equipped with front controls for ADA requirements and may be a drop-in type unit. Ranges shall be located so they can be each used at the same time and shall have a minimum of 3 feet of countertop between if located adjacent to each other.

B. Two range hoods shall be fully vented to exterior, a minimum 160 CFM fan capacity, with light. Color shall match range/oven. See electrical requirements paragraph 2.7E for required relocation of controls on one range hood.

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C. One each high energy efficiency (Energy Star Rated), full size upright refrigerators without freezer unit (25-cubic foot minimum capacity).

D. One 21 cubic foot capacity upright freezer. (Energy Star Rated).

E. Two dishwashers, large capacity, high energy efficiency (Energy Star Rated), simple accessible controls, water saver model.

F. One clothes washers shall be large capacity, front loading, water saving washers, energy efficient (Energy Star Rated), and simple controls. The manufacturer of washer shall match the manufacturer of the dryer.

G. One electric dryers shall have auto dry cycle (i.e. senses moisture content), minimum 7 cubic foot capacity. Electric Dryer shall be front loading. Controls for washers and dryers must be front mounted. The manufacturer of dryer shall match the manufacturer of the washer.

H. Microwaves: Provide 2 each 1.7 CU capacity microwaves with turntable, 1000 Watts, stainless finish.

2.4 STRUCTURAL

A. The unit and all entrance covers shall be designed for a ground snow load of 50-pounds per square foot (PSF); designed wind loads of 90 miles per hour (MPH), exposure C;

seismic zone D1; and shall conform to the 2012 International Building Code and meet all requirements of this code.

B. The modular building shall be set on a permanent, engineered concrete foundation wall system with concrete footings at 32 inches below grade, or 6 inches minimum below frost line, set into the ground to minimize ramps and stair access to the building.

Foundation footings shall not be placed over disturbed soil. Design and construction of the bunkhouse foundation shall conform to the 2012 International Building Code and meet all seismic requirements of this code. Top of foundation wall shall be 6” above grade.

1. Engineered, stamped drawings and calculations for the building foundation, required hold downs, required roof structures, ramps and ramp footings shall be submitted for approval by the Contracting Officer a minimum of two weeks prior to construction.

2. Foundation vents, if required, shall be the automatic type closing at approximately

40 degrees F and opening fully at approximately 70 degrees F. Locate foundation vents to meet IBC requirements and protect well openings from precipitation, irrigation, and roof shedding.

C. All concrete and concrete placement shall be in accordance with Section 033000.

D. The bunkhouse building module shall not be placed on the building foundation until the foundation construction is approved in writing by the Contracting Officer.

2.5 SITE WORK

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A. All clearing, grubbing, excavation, backfilling, and finish grading shall comply with specifications Section 312000, Section 312100, and Section 321204. Contractor shall rough grade building pad and dispose of material (by spread material) at the location shown on the site plan. Contractor shall provide all finish grading around building to provide a minimum 2 percent slope for 10 feet minimum away from all building walls and insure all drainage is taken to daylight at existing grades. Cut or fill slopes shall be constructed and maintain a maximum 2 to 1 slope and smoothly rounded at tops and bottoms of slopes to finish or existing grades.

B. See the Utility Site Plan for correct orientation of the building and locations of utilities.

Contractor shall verify utility locations for building supplied. See Utility Site Plan and specifications for required site improvements including natural gas line to building and sidewalks. Sidewalks shall provide an accessible route from the accessible entrance to parking, including direct access (i.e. shortest distance possible) to the accessible parking space.

C. Provide a continuous, approximately 24 inch wide, gravel drip bed at all drip lines around building which extends from face of building foundation to just beyond drip line of roof eaves.

2.6 MECHANICAL:

A. Please see the Civil Engineering drawings for the configuration of the water supply lines for domestic service and the required fire protection system.

B. Both hot and cold water and water shall be supplied to each sink, lavatory, shower, and service sink and washing machine. Cold water lines and fixtures shall be supplied to each water heater, water closet and to two freeze-proof-type hose bibs (front and rear) for the unit. The water system in the building shall be designed for easy winter shut-down of the building including drainage of all water piping. The Contractor shall provide a written plan in the required O&M manual, per paragraph 2.10A below, containing the building water system shut-down and startup procedures for the building.

The water service line shall be connected to the proposed water system as shown on the

Site Plan. It is requested that the contractor utilize alternative water piping materials that are freeze resistant such as PEX. Provide drain lines and venting required by code.

Consolidate waste venting to minimize roof penetrations.

C. Heating/cooling units shall be sized and located for two zones, using natural gas fueled, forced-air condensing type furnaces, with a heating efficiency between 92 and 96 percent, and with a minimum cooling coil/condensing unit efficiency (SEER) of 13.

Furnace units shall include a concentric vent kit and external filter kit for each unit.

Penetration of vent through roof shall be within 2-feet of the ridge line and vent shall be painted to match color of roofing. Condensing units shall be placed on 4” minimum concrete pads located to minimize noise to bedrooms and where snow shed from roof will not damage units or condensate lines. Heating unit shall be sized for a winter exterior minimum temperature of minus 15 degrees F with a maintained indoor temperature of 55 degrees F. The air conditioning system shall be sized for a maximum outdoor summer temperature of 95 degrees F with a maintained indoor temperature of

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78 degrees F. Supply and return air registers shall be located in the ceiling. Once the modular units are fully assembled and HVAC systems are fully operational, a complete air balance with a full report shall be completed per Specification Section 230593

Testing, Adjusting and Balancing for HVAC.

D. Water supply and Drain, Waste and Vent piping shall be designed and installed in conformance with the International Plumbing Code, and State and local codes, which ever is more stringent.

E. Kitchen shall have 2 stainless steel double sinks with lever style faucet controls with separate or integral sprayer. One sink shall have one bowl with a maximum 6-inch depth and installed in countertop to meet ADA/ABAG requirements.

F. Water Heater Tank: Provide automatic, pilotless, natural gas, closed combustion type, instantaneous hot water heater for the lavatories, showers, kitchen and laundry needs.

Water heaters shall have a minimum capacity to supply appropriate GPM for appliances and sinks of 120 degree F water with a 50 degree F temperature rise. Minimize hot water line runs. Locate water heaters in mechanical room.

1. Water heaters shall be sized to ensure adequate hot water when all showers served are in use. Provide Energy Star Rated, sealed combustion, tank type water heaters of a minimum 92% efficiency or a minimum of 0.7 Energy Factor.

G. All exhaust fans shall be sized for rooms where they are located per IBC and IMC requirements and shall be sound rated at a maximum of 3 sones. All fans shall be switched separately. Install exhaust fans in all bathrooms.

H. Install permanently hard-wired with battery backup, ionization or photo cell smoke detectors and carbon monoxide detectors. Locate detector(s) in locations to ensure they can be easily heard from all bedrooms.

I. Install 2 each carbon monoxide detectors. Locate detector(s) in locations to ensure they can be easily heard from all bedrooms.

2.7 ELECTRICAL

A. Local electrical service provider is Rocky Mountain Power.

1. Electrical service(s) shall be underground service laterals from the power pole shown on the site plan.

B. The unit shall be provided with a complete and operable electric system, including service lateral conduit, load center, grounding, boxes, branch circuits, and all devices as called for in these specifications (pumps, HVAC, etc.).

1. Unit shall have the capacity to feed the future bunkhouse.

C. Electrical layout shall be 2014 National Electrical Code residential style with 20-amp circuits minimum. Provided is electrical layout drawings that show minimum requirements.

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D. The Contractor will be responsible for coordinating installation of electrical service and obtaining any and all electrical permits and paying service fees and other fees associated with the permits or obtaining service.

E. Accessible Range hood

1. One of the range hoods shall be connected for accessibility as follows:

a. Disconnect factory switches for light and fan, leaving the automatic fan

(turns on during high heat) connected. Label "Controls on front of cabinet."

b. Install a dual switch on a single yoke to the front of the cabinet as shown in cabinet details.

c. Factory label or other acceptable means the switch cover so the top switch is labeled "light" and the bottom switch is labeled "fan".

d. Install the range hood light (high, not night light) on the top switch. The night light function will not be connected.

e. Install the range hood fan on high on the bottom switch. The low fan function will not be connected.

f. Install the range hood fan high ambient temperature function on an always hot line from the switch.

F. Fire Pump for Fire Sprinkler System (if required by sprinkler design)

1. The branch circuit to the fire pump panel shall be routed outside the building, either below the siding or buried 12" minimum.

2. IMC or Rigid Steel Conduit is required for the entire length to the fire pump disconnect.

3. The overcurrent device shall be sized to carry the locked-rotor current of the fire pump motor and associated equipment indefinitely.

4. The fire pump panel and disconnect shall both be labeled "Fire Pump Disconnect" in letters at least 1" high, visible without opening enclosure doors or covers.

G. Telephone and Cable TV

1. Contractor shall provide conduit lateral for telephone line and cable TV installation and provide utility connection points near the building electrical service.

2. Contractor shall certify that all telephone and TV cable wiring is functioning at all required jacks.

3. Coordinate telephone service through Freemont Telecom, the local provider.

a. No long distance service, local calling only.

4. Coordinate Cable TV service through Cableone, the local provider.

2.8 FIRE SPRINKLER SYSTEM

A. Fire sprinkler system shall be designed for a wet-pipe fire sprinkler system protected from winter freezing by filling system with antifreeze. The system design shall meet the requirements of 2007 NFPA 13R or 13D standards plus specifications section

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211000 Water-Based Fire Suppression System and the following requirements/design considerations:

1. All sprinkler heads shall be concealed.

2. The system must be designed to operate with or without a building water supply with a dynamic/fire flow of 20 pounds per square inch (PSI) maximum/56 gallons per minute (GPM). Building water supply will be shut down during winter months, but fire protection must still function. See paragraph 2.6 and coordinate for required pressure requirements. System may be designed to be supplied by a pump/tank combination listed for use in an NFPA 13D fire sprinkler system.

3. Piping system shall be installed concealed in walls or above ceilings. Piping may be installed exposed only in mechanical rooms or fire equipment room.

2.9 BATHROOMS AND MISCELLANEOUS

A. Bathroom accessories shall include the following:

1. Bathroom :

a. Dual-roll toilet paper dispenser, wall mounted soap dispenser (at lavatory), 1-coat hook (54-inches maximum above finished floor), 42”, 36” and 18” stainless steel grab bars (accessible bathroom), 24” x 36” mirror, toilet seat dispenser, stainless paper towel dispenser for folded paper towels.

2. ADA Bathroom :

a. Dual-roll toilet paper dispenser, wall mounted soap dispenser (at lavatory), 1-coat hook (54-inches maximum above finished floor), 42”, 36” and 18” stainless steel grab bars (accessible bathroom), 24” x 36” mirror, toilet seat dispenser, stainless paper towel dispenser for folded paper towels.

3. Hallway:

a. 1 each fully recessed fire sprinkler cabinet 9 ½” X 24” X 6” and 10 lb residential fire extinguishers.

2.10 OPERATIONS AND MAINTENANCE MANUAL

A. Provide a complete, bound operations and maintenance manual upon completion of project. Manual shall include manuals for all equipment installed, including operation, maintenance, and users guides, separated with labeled, tabbed dividers, by equipment.

A maintenance chart shall be included listing all equipment and indicating maintenance required on a monthly, quarterly, semi-annual, and annual basis for each piece of equipment installed. O&M Manual shall have a cover sheet with the building name, date of project completion, and full name and address of the prime contractor and names and addresses for all sub-contractors/installers of equipment included in manual.

END OF SECTION 000050

APRIL 2014

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-1

ST. ANTHONY BUNKHOUSE

SECTION 011250 - MEASUREMENT AND PAYMENT WITH ASPHALT

PART 1 - GENERAL

1.1 SUMMARY

A. Measurement and payment for contract work will be made only for and under those pay items included in the Schedule of Items. All other work, labor, materials, equipment, and incidentals necessary to successfully complete the project will be considered as included in the payment for items shown. This section defines the method of measurements and basis of payment for work items listed in the Schedule of Items.

B. When more than one class, size, type, thickness, etc. is specified in the Schedule of

Items for any pay item, suffixes will be added to the item number to differentiate between the pay items.

1.2 DETERMINATION OF QUANTITIES

A. The following measurements and calculations shall be used to determine contract quantities for payment.

1. For individual construction items, longitudinal and lateral measurements for area computations shall be made horizontally or corrected to horizontal measurement unless otherwise specified. Measurements for geotextiles, netting and erosion control blankets shall be along slope lines.

2. For excavation or embankment volumes, the average end area method shall be used to compute volumes. However, if in the judgment of the Contracting Officer

(CO), the average end area method is impractical, measurement shall be made by volume in hauling vehicles or by other three-dimensional methods.

3. For Structures, they shall be measured according to neat lines shown on the drawings or as altered by the CO, in writing, to fit field conditions.

4. For items that are measured by the linear foot, such as pipe culverts, fencing, guardrail, piping, utilities, and underdrains, measurements shall be made parallel to the base or foundation upon which the structures are placed.

5. For aggregates weighed for payment, the tonnage shall not be adjusted for moisture content, unless otherwise provided for.

6. For standard manufactured items (such as fence, wire, plates, rolled shapes, pipe conduits) identified by gauge, weight, section dimensions, and so forth, such identifications shall be considered the nominal weights or dimensions. Unless controlled by tolerances in cited specifications, manufacturer's tolerances shall be accepted.

7. For bituminous material, volumes will be measured at 60F or will be corrected to the volume at 60F by using ASTM D1250 for asphalts. Emulsified asphalt will

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be measured at 60F, or measured by converting the gallonage at another temperature to gallonage at 60F by means of the following formula:

Gallons at 60F = Gallons at AF

1+0.00025 (AF - 60F)

* AF is the temperature of the material at the time the gallonage is measured.

a. For vehicular shipments, net certified scale weights or weights based on certified volumes will be used as a basis of measurement. Measurements will be adjusted when bituminous material has been lost from the vehicle or the distributor, has been wasted, or has otherwise not been incorporated into this work. Determining true weights of hauling vehicles shall be made by weighing the empty vehicles at least once a day at the times the CO directs.

Each vehicle shall bear a plainly legible identification mark.

b. When bituminous materials are shipped, net certified weights, or volume corrected for loss of foaming, can be used for computing quantities.

B. Earthwork Tolerances - Adjustments of horizontal or vertical alignment, within the tolerances specified in this contract, or shifts of balance points up to 100 feet shall be made by the contractor as necessary to produce the designed sections and to balance earthwork. Such adjustments shall not be considered as "Changes."

1.3 UNITS OF MEASUREMENT

A. Payment shall be by units defined and determined according to U.S. Standard measure and by the following:

1. Acre: Make longitudinal and transverse measurements for area computations horizontally.

2. 50lb Bag: Measurement will be for the actual number of 50lb bags of standard bentonite grout.

3. 94lb Bag: Measurement will be for the actual number of 94lb bags of standard cement or grout.

4. Cubic Yard (CY): A measurement computed by one of the following methods:

a. Excavation, Embankment, or Borrow. The measurement computed by the average end area method from measurements made longitudinally along a centerline or reference line.

b. Material in Place or Stockpile. The measurement computed using the dimensions of the in-place material.

c. Material in the Delivery Vehicle. The measurement computed using measurements of material in the hauling vehicles at the point of delivery.

Vehicles shall be loaded to at least their water level capacity. Leveling of the loads may be required when vehicles arrive at the delivery point.

5. Each (EA): One complete unit, which may consist of one or more parts.

6. Gallons (GAL): The quantity shall be measured by any of the following methods:

a. Measured volume in container.

b. Metered volume by approved metering system.

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-3

c. Commercially package volume.

7. Hour (HR): Measurement will be for the actual number of hours (or fraction thereof) ordered by the Contracting Officer and performed by the contractor.

8. Linear Foot (LF): Measurement of work along its length from point-to-point;

parallel to the base or foundation. Do not measure overlaps.

9. Lump Sum (LS): One complete unit.

10. Mile: Measured horizontally along the centerline of each roadway, approach, or ramp.

11. Pound (LB): For sacked or packaged material, measurement will be the net weight as packed by the manufacturer.

12. Square Foot (SF): Measured on a plane parallel to the surface being measured.

13. Square Yard (SY): Measured on a plane parallel to the surface being measured.

14. Ton: Measured as a short ton consisting of 2,000 pounds.

1.4 METHOD OF MEASUREMENT

A. One of the following methods of measurement for determining final payment is designated on the Schedule of Items for each pay item:

1. ACTUAL QUANTITIES (AQ) - These quantities are determined from actual measurements of completed work.

2. DESIGNED QUANTITIES (DQ) - These quantities denote the final number or units to be paid for under the terms of the contract. They are based upon the original design data available prior to advertising the project. Original design data include the preliminary survey information, design assumptions, calculations, drawings, and the presentation in the contract. Changes in the number of units shown in the Schedule of Items may be authorized under any of the following conditions:

a. As a result of changes in the work authorized by the CO.

b. As a result of the CO determining that errors exist in the original design that cause a pay item quantity to change by 15 percent or more.

c. As a result of the Contractor submitting to the CO a written request showing evidence of errors in the original design that cause a pay item quantity to change by 15 percent or more. The evidence must be verifiable and consist of calculations, drawings, or other data that show how the designed quantity is believed to be in error.

3. LUMP SUM QUANTITIES (LSQ) - These quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job. They shall not be measured.

4. STAKED QUANTITIES (SQ) - These quantities are determined from staked measurements prior to construction.

5. VEHICLE QUANTITIES (VQ) - These quantities are measured or weighed in hauling vehicles.

1.5 PRICE ADJUSTMENT (for Out-of-Specification Bituminous Materials)

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-4

A. Bituminous materials are defined as all types and grades of asphalt cement, liquid asphalt, emulsified asphalt, and dust oil.

B. If bituminous material fails one or more test requirements, and the Contracting Officer determines it is in the public interest to accept the material at a reduced price, the price reduction shall be based on the test results giving the largest percent price adjustment.

The contractor may remove and replace the defective material or accept the adjustment.

C. The price reduction shall apply to all pay items affected.

D. Price adjustment will be based on samples taken in duplicate in accordance with

AASHTO T40 under the supervision of the Contracting Officer. Samples shall be sent to an authorized laboratory. The laboratory shall test one of each duplicate sample and retain the other. When any test result is not within the specification limits, the laboratory shall immediately notify the Contractor, the supplier, and the Contracting

Officer. The Contractor, after notifying the Contracting Officer, may check test the retained sample.

E. If the retained sample tests satisfactorily, the material will be accepted. If the retained sample also fails, the following schedule of price adjustments shall apply. The average of test values for the two samples will determine the basis for price adjustment, except when test results on the samples differ by more than the applicable AASHTO or ASTM

Repeatability Unit; then, the test result numerically nearest the specification requirement will be used. (A repeatability unit is defined as D2S or D2S% limit for single operator precision described in ASTM C670.)

F. The schedule of price adjustments shall not apply to the following tests:

Test AASHTO Test Method

Spot Test T102

Particle Charge T59

Ductility T51

G. Bituminous materials failing to meet specifications for these tests shall be removed and replaced.

H. See Table 011250-1 for the schedule of price adjustments for bituminous materials that do not meet specifications.

MEASUREMENT AND PAYMENT WITH ASPHALT 011250-5

Table 011250-1

Schedule of Price Adjustments for Out-of-Specification Bituminous Materials.

Application

Deviation from Specification Limit Measured in Re-producibility Units*.

Less than 1 1 but less than 2

2 but less than 3

3 or more

Price reduction applicable to bituminous base course and pavement mixture or to seal coat and bituminous material paid for as a separate item.

0% 5% 25% Remove &

Replace

Price reduction applicable to bituminous ma-terial paid for as a separate item.

0% 10% 25% Remove &

Replace

* A reproducibility unit is defined as D2S or D2S% limit for multi-laboratory precision described in

ASTM recommended practice C670.

The Sieve Test (AASHTO T59) results may be exempt from the Schedule of Price Adjustments provided the contractor's quality assurance program includes checking the uniformity of bitumi-nous spread rates in increments no greater than 1 foot over the width of the spray bar and varia-tion between increments is no greater than 5 percent.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION (NOT APPLICABLE)

END OF SECTION 011250

July 2014

WORK RESTRICTIONS 011400-1

ST. ANTHONY BUNKHOUSE

SECTION 011400 - WORK RESTRICTIONS

PART 1 - GENERAL

1.1 USE OF PREMISES

A. Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of site beyond areas in which the Work is indicated.

1. Limits: Confine constructions operations to area designated by COR.

2. Government Occupancy: Allow for Government occupancy of site and use by the public.

3. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to Occupants, Government employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances.

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

1.2 OCCUPANCY REQUIREMENTS

A. Full Government Occupancy: Government will occupy site and existing building during entire construction period. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform the Work so as not to interfere with Government operations.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011400

MOBILIZATION 011900-1

ST. ANTHONY BUNKHOUSE

SECTION 011900 - MOBILIZATION

PART 1 - GENERAL

1.1 SUMMARY

A. This item is intended to compensate the Contractor for operations including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for payment of premiums for bonds and insurance for the project; and for any other work and operations which must be performed or costs that must be incurred incident to the initiation of meaningful work at the site and for which payment is not otherwise provided for under the contract.

1.2 MEASUREMENT AND PAYMENT

A. The measurement shall be lump sum for mobilization. Payment shall be as follows:

1. Bond premiums will be reimbursed after receipt of the evidence of payment.

2. 50% of the lump sum, not to exceed 5% of the original contract amount, will be paid following completion of 5% of the original contract amount not including mobilization and bond premiums.

3. Payment of the remaining portion of the lump sum, up to 10% of the original contract amount, will be paid following completion of 10% of the original contract amount not including mobilization and bond premiums.

4. Any portion of the lump sum in excess of 10% of the original contract amount will be paid after final acceptance.

5. Progress payments for mobilization and preparatory work shall be subject to retainage.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION 011900

SUBMITTAL PROCEDURES 013300-1

ST. ANTHONY BUNKHOUSE

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop

Drawings, Product Data, Samples, and other miscellaneous submittals. See Table

013300-1 for a summary of required submittals.

B. See other specification section within this package for additional requirements on submittal.

1.2 SUBMITTAL PROCEDURES

A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate transmittal of different types of submittals for related parts of the

Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. The Contracting Officer (CO) reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

B. Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence on CO's receipt of submittal.

1. Initial Review: Allow 14 days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. CO will advise Contractor when a submittal being processed must be delayed for coordination.

2. If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Allow 14 days for processing each re-submittal.

4. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.

C. Identification: Place a permanent label or title block on each submittal for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block.

2. Provide a space on label or beside title block to record Contractor's review and approval markings and action taken by CO.

3. Include the following information on label for processing and recording action taken:

SUBMITTAL PROCEDURES 013300-2

a. Project name.

b. Date.

c. Name and address of Contractor.

d. Name of manufacturer.

e. Unique identifier, including revision number.

f. Number and title of appropriate Specification Section.

g. Drawing number and detail references, as appropriate.

h. If more than one item is shown on submittal sheet, identify item.

D. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract

Documents on submittals.

E. Additional Copies: Unless additional copies are required for final submittal, and unless

CO observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.

F. Use for Construction: Use only final submittals with mark indicating action taken by

CO in connection with construction.

1.3 MEASUREMENT AND PAYMENT

A. No separate measurement and/or payment will be made for this section. Payment shall be included with work shown in the schedule of items.

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS – (Submittals requiring CO approval)

A. General: Prepare and submit Action Submittals required by individual Specification

Sections.

1. Number of Copies: Submit three copies of each submittal, unless otherwise indicated. CO will return two copies. Mark up and retain one returned copy as a

Project Record Document.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Manufacturer's catalog cuts.

e. Wiring diagrams showing factory-installed wiring.

f. Compliance with recognized trade association standards.

SUBMITTAL PROCEDURES 013300-3

g. Compliance with recognized testing agency standards.

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1.…