FA6656-08-R0004 Atch 2 Specifications.doc

DOCUMENT 00 01 10

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

Section 01 00 00 – General Requirements AF Form 103

Section 01 30 01 – Submittal Descriptions

Section 01 33 00 – Submittal Procedures AF Forms 66, 3000, 3064, and 3065

Section 01 35 43 – Environmental Procedures

Section 01 42 20 – Sources for Reference Publications

Section 01 73 29 – Cutting and Patching

DIVISION 02 – EXISTING CONDITIONS (Not Used)

DIVISION 03 – CONCRETE

Section 03 00 01 – Concrete Work Concrete Mix Design Submittal Form

DIVISION 04 – MASONRY

Section 04 00 01 – Masonry

DIVISION 05 – METALS

Section 05 12 00 – Structural Steel Framing

Section 05 21 00 – Steel Joist Framing

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

Section 06 61 17 – Solid‑Surface Countertops

Section 06 61 50 – Phenolic Panel Casework

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

Section 07 21 13.13 – Foam Board Insulation

Section 07 21 18 – High‑R Metal Building Insulation

Section 07 27 26 – Fluid‑Applied Membrane Air Barriers

Section 07 42 14 – Metal Wall Panels

Section 07 61 14 – Structural Standing‑Seam Sheet‑Metal Roofing

Section 07 72 55 – Horizontal Snow Guards

Section 07 92 00 – Joint Sealants

DIVISION 08 – OPENINGS

Section 08 11 13 – Hollow Metal Doors and Frames

Section 08 33 23 – Overhead Coiling Doors

Section 08 70 50 – Cabinet Hardware

Section 08 71 00 – Door Hardware

DIVISION 09 – FINISHES

Section 09 29 00 – Gypsum Board

Section 09 30 00 – Tiling

Section 09 90 00 – Painting and Coating

DIVISION 10 – SPECIALTIES

Section 10 26 33 – Door and Frame Protection

Section 10 28 13 – Toilet Accessories

Section 10 44 16 – Fire Extinguishers

Section 10 73 18 – Door Canopies

DIVISION 11 – EQUIPMENT

Section 11 53 14 – Laboratory Ventilation Stations

DIVISION 12 – FURNISHINGS

Section 12 35 53.16 – Plastic‑Laminate‑Clad Laboratory Casework

DIVISIONS 13 THROUGH 20 (Not Used)

DIVISION 21 – FIRE SUPPRESSION

Section 21 01 00 – General Fire Protection Requirements

Section 21 13 13 – Wet‑Pipe Sprinkler Systems

DIVISION 22 – PLUMBING

Section 22 01 00 – General Plumbing Requirements

Section 22 05 29 – Pipe Hangers and Supports for Plumbing Piping

Section 22 07 19 – Plumbing Piping Insulation

Section 22 10 00 – Plumbing Piping

Section 22 20 00 – Plumbing Specialties

Section 22 30 00 – Plumbing Equipment

Section 22 40 00 – Plumbing Fixtures

DIVISION 23 – HEATING, VENTILATING, AND AIR‑CONDITIONING

Section 23 01 00 – General HVAC Requirements

Section 23 05 93 – Testing, Adjusting, and Balancing

Section 23 31 13 – Ductwork and Accessories

Section 23 34 23 – Power Ventilators

Section 23 37 00 – Air Distribution Devices

Section 23 55 23 – Radiant‑Tube Heating System

Section 23 82 38 – Electric Heaters

DIVISIONS 24 AND 25 (Not Used)

DIVISION 26 – ELECTRICAL

Section 26 01 00 – Common Work Results for Electrical

Section 26 05 19 – Low‑Voltage Electrical Power Conductors and Cables

Section 26 05 26 – Grounding and Bonding for Electrical Systems

Section 26 05 33 – Raceways and Boxes for Electrical Systems

Section 26 09 23 – Lighting Control Devices

Section 26 24 16 – Panelboards

Section 26 27 26 – Wiring Devices

Section 26 28 16 – Enclosed Switches and Circuit Breakers

Section 26 51 13 – Indoor Lighting Fixtures and Outdoor Building‑Mounted Lighting Fixtures

DIVISION 27 – COMMUNICATIONS

Section 27 13 13 – Communications Cabling

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

Section 28 31 13 – Fire Detection and Alarm Systems

DIVISIONS 29 AND 30 (Not Used)

DIVISION 31 – EARTHWORK

Section 31 22 00 – Grading

Section 31 23 00 – Excavation and Fill

Section 31 23 33 – Trenching and Backfilling

DIVISION 32 – EXTERIOR IMPROVEMENTS

Section 32 13 13 – Concrete Paving

Section 32 13 14 – Concrete Walks

Section 32 31 13 – Chain‑Link Fences and Gates

Section 32 92 13 – Hydro‑Mulching

DIVISION 33 – UTILITIES

Section 33 05 13 – Manholes and Structures

Section 33 11 02 – Water Utility Distribution Piping [PVC]

Section 33 30 00 – Sanitary Sewerage Utilities

Section 33 40 00 – Storm Drainage Utilities

DIVISIONS 34 THROUGH 39 (Not Used)

DIVISION 40 – PROCESS INTEGRATION

Section 40 80 00 – Commissioning of Process Systems

Section 40 90 00 – Instrumentation and Control for Process Systems

Section 40 90 01 – General Process Computer System

Section 40 94 43 – Programmable Logic Process Controllers

END OF TABLE OF CONTENTS

Section 01 00 00

General Requirements

Part 1 – GENERAL

1.01 Related Documents

A.

Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.02 Summary

A.

The Contractor shall furnish all supervision, labor, materials, tools, equipment, apparatus, and transportation required to complete the construction in conformity with the Contract Documents.

B.

The Project is located at Building 309, on Youngstown Air Reserve Station, Vienna OH.

C.

The Work consists of – but is not limited to – the following:

1.

Erect a new one‑story addition extending 31 feet from the existing pre‑engineered metal building. Match the 23‑foot height and approximately 42‑foot width of the existing building (back to front).

2.

Place the addition relative to the existing building and set the finish floor.

3.

Re‑route the existing sanitary sewer to prevent it from ending up under the new building. Raise the rim of the existing manhole. Run a new 4‑inch water connection from a main south of the building to the addition. Storm water will be collected by nearby catch basins. Remove a portion of an existing underground steam line as indicated on the Drawings. Cap and abandon‑in‑place the portion that is to remain.

4.

Provide grading and hydro‑mulching/seeding as indicated on the Drawings. Provide a new front drive apron to accommodate a new overhead coiling door. Install a new sidewalk from the existing personnel door to the new personnel door on the front of the building.

5.

The depth of the foundations for the addition shall match the depth of the existing foundations (spread footings at columns with grade beams in between). Footing design has been based on a maximum allowable soil bearing pressure of 3000 PSF. Extend the exterior wall foundations vertically to provide a 6‑inch high curb to prevent spilled liquids from penetrating the perimeter. Where new foundations abut the existing foundations, connect the two with adhesive dowels and a bonding agent.

6.

Provide a steel moment frame to serve as the lateral load‑resisting system for the addition. Span between metal framing members with steel joists and cover with structural standing‑seam sheet‑metal roofing.

7.

The structure shall satisfy the following minimum dead and live loads per the 2007 Ohio Building Code (OBC) based on the 2006 International Building Code (IBC):

Dead Actual material weight Roof Snow

20 PSF

Snow Drift, Pm

50 PSF

Slab on Grade, LL (light storage)

125 PSF

8.

Match the existing building’s exterior profile and color. Provide face brick backed‑up by concrete unit masonry at the base of the wall around the perimeter of the addition. Use a metal wall panel system on the reminder of the wall. Construct the soffits and fascia of metal to match both the profile and the color of the existing building. Install new gutters and downspouts. Terminate downspouts above grade to match the existing building. Remove and relocate an existing exhaust fan located on the common wall between the addition and the existing building and patch the existing wall accordingly. Provide an expansion joint in the wall and roof construction at the interface between the addition and the existing building to allow for the movement of the existing building. Add new pre‑fabricated canopies at both new and the existing personnel doors.

9.

Insulate the addition to match the current building. Provide exposed scrim‑faced insulation on the inside face of the metal panel walls and the underside of the sheet‑metal roofing, to provide a minimum R‑19 for the walls and R‑33 for the roof. Use polystyrene inserts at the low concrete unit masonry wall at the perimeter to insulate this area of the wall.

10.

Add a new personnel door to the front of the building. Cut a new personnel door into the existing building to allow direct interior access to the addition. Note that due to the location of existing equipment, the clearances around this connecting door are very tight and will not meet ADA requirements. Provide a new ten‑foot square motor‑operated coiling door in the exterior wall for forklift access to the storage area.

11.

Provide interior finishes in the addition to match the existing building. Leave the scrim face of the glass‑fiber insulation exposed. Leave the concrete unit masonry back‑up walls exposed and unpainted. Provide a concrete floor in the storage area and leave exposed except for sealer. Inside the main warehouse area, install base and upper cabinets with a black epoxy‑resin countertop for a new work area.

a.

Toilet and Shower Rooms: Construct partitions out of 6‑inch thick concrete unit masonry and paint the outward‑facing surfaces. Apply nominally 4 1/4‑inch square ceramic tiles to the inward‑facing surfaces full‑height up to the underside of the painted gypsum‑board ceiling. Apply nominally 8‑inch square porcelain tiles to the floors.

12.

Install a magnetic flow meter in the effluent line located near the carbon tanks. Install the meter in a 2‑inch chlorinated‑polyvinyl‑chloride line along the back wall of the plant with a bypass to allow the meter to be taken out of service for maintenance. Equip the meter with a continuous‑flow readout and a totalizer. Use a 4‑20ma signal to transfer the information to the controller.

13.

Accomplish pH monitoring by installing a pH probe with monitor. Locate the probe upstream of the new flow meter. The monitor shall have a local readout. A 4‑20 ma signal shall be sent back to the process controller.

14.

Install a new metering manhole downstream from the existing manhole located near the retention pond that collects the water from the fire training area. Equip the manhole with a Parshall flume flow element. Collect the flow data using an ultrasonic meter that will continuously monitor the water height as it passes through the flume measurement section. Equip the meter with a data collection system and a chart recorder that monitors the flow rate and total flow. Mount the meter near the manhole.

15.

Renovate the four existing carbon filter tanks by:

Emptying out the current carbon media.

b.

Preparing the interior steel surfaces to a Near‑White Blast Cleaning (NACE 2 / SSPC SP‑10).

c.

Applying two coats of a chemical‑resistant epoxy coating with a total dry film thickness of 12 to 14 mils.

d.

Repairing areas of heavy metal damage by seal‑welding new 3/16‑inch thick metal over the affected areas (approximately ten per tank).

1) Prepare the subsurface to a bright metal finish.

2) Size the plate to properly cover the corrosion.

3) Weld in place.

16.

Remove the three existing butterfly retention valves located in the de‑icing manhole (two 8‑inch and one 6‑inch diameter) and replace them with new ductile‑iron lug‑type butterfly valves equipped with a motor‑driven electric actuator with two single‑pole double‑throw position switches to indicate the open/closed status of each of the valves. [The electrical housing shall be NEMA 250 Type 6‑P due the potential flooding of the manhole.]

17.

A certified Fire‑Protection Contractor (Level III (minimum) per NICET) shall hydraulically calculate and install an automatic wet‑pipe sprinkler system to serve both the addition and the existing building based on:

NFPA 13.

The fire protection criteria of UFC 3‑600‑01.

The design criteria on the stamped and signed Fire‑Protection Drawings.

18.

Install the plumbing per the 2007 Ohio Plumbing Code (OPC) based on the 2006 International Plumbing Code (IPC). Use cast‑iron piping for aboveground sanitary and vent piping. Use polyvinyl‑chloride drain/waste/vent piping for underground piping. Use copper for domestic water lines, either soldered or mechanically joined, and insulated. Provide one lavatory, one water closet, one shower, one combination emergency eye wash, one countertop laboratory fume hood, and one lab sink. Use one gas‑fired water heater to supply the domestic hot water. Fixtures and equipment shall be new. Remove the existing gas meter and re‑install at the nearest possible location that will not obstruct new construction.

19.

Install the HVAC system per the 2007 Ohio Mechanical Code (OMC) based on the 2006 International Mechanical Code (IMC). Ventilate the toilet and shower areas using an inline fan (EF‑1) with sidewall exhaust. Heat the addition using a radiant‑tube heating system that incorporates direct venting. Ventilate the addition using a sidewall exhaust fan with an interlocked motorized louver. Relocate the existing sidewall exhaust fan higher to accommodate the roof of the addition.

20.

The electrical installation shall comply with the 2005 edition of the National Electric Code (NFPA 70‑2005, aka NEC) and any state and local codes or ordinances having jurisdiction. Circuit equipment that requires electrical service from new panel DP‑3.

21.

Ground the electrical equipment (including – but not limited to – receptacles, lighting, incoming water line, mechanical equipment, and the like) to meet the requirements of the NEC.

22.

New lighting shall satisfy the recommendations in the latest edition of the Illuminating Engineers Society of North America (IESNA) Lighting Handbook. The following are the footcandle levels recommended by the IESNA standards for the areas listed:

Toilet Rooms: 10 footcandles.

Warehouse: 30 footcandles.

23.

Provide 277‑volt lighting exclusively. Fluorescent lighting fixtures shall have electronic ballasts with less than ten‑percent total harmonic distortion. Fluorescent lamps shall be energy‑efficient T‑5 lamps for energy‑saving purposes. Control interior lighting using wall‑mounted toggle switches or occupancy sensors. Provide emergency lighting per NEC.

24.

Locate monitoring lights on Building 308 to indicate status of the new motor‑operated butterfly valves.

25.

Miscellaneous Power Requirements: Motors one‑half horsepower and above shall be 480‑volt, three‑phase, 60‑Hertz. Motors less than one‑half horsepower shall be 120‑volt, single‑phase, 60‑Hertz. Power the HVAC equipment with 480‑volt, three‑phase – or 120‑volt, single‑phase – per the respective manufacturer’s requirements. Provide disconnect switches for all electrical equipment.

26.

Enclosures shall be rated per NEMA 250 as Type 1 for indoor applications in the addition (Warehouse) and Type 4‑X for the existing building and exterior applications. Receptacles shall be duplex, 20‑ampere grounding type. Color shall be as selected by the Contracting Officer.

27.

Take power from the local Fire Training Facility transformer to the new flow meter in the new manhole.

28.

Provide a new addressable fire‑detection system (fire‑alarm control panel (FACP), horns/strobes, manual pull stations, smoke devices, and the like) in the existing pretreatment facility and the addition. Provide new flow and tamper switches for new sprinkler system.

29.

Data Acquisition and Control: Upgrade the wastewater pretreatment facility computer monitoring system.

Replace the existing Allen‑Bradley Programmable Logic Controller SLC‑5/03 with a SLC‑5/05.

Upgrade the existing DOS software to Windows, including Microsoft Office Professional (Word, Excel, Power Point, and the like).

Install RSLogix 500 software for programming capabilities.

Provide a 1747‑SDN DeviceNet Scanner Module and RSNetWorx software that will add up to 32 modules.

e.

Provide a new 13‑slot rack.

f.

Provide new modules.

g.

Provide integration software / support to create new user interface screens.

h.

Provide a new computer with Universal Serial Bus (USB) ports located on the front.

i.

Provide a new printer.

30.

Data Acquisition and Control: Provide two additional modules and additional integration software / support. This will enable the personnel in Building 309 to view the data from the new effluent flow meter, pH monitor, and three new butterfly valves.

31.

Data Acquisition and Control Option: Provide the following:

Provide a new fiber optic run from Building 309 to Building 308. This run will be parallel to the existing secured base network, not interfacing with it.

Provide a new computer and software for Building 503. This will enable personnel from Building 503 to interface with the control system in Building 309.

32.

The following electrical items are NOT included in this Project:

Generator.

Paging system.

Parking‑lot lighting.

1.03 References

A.

United States Air Force (USAF or AF) Forms:

Base Civil Engineering Work Clearance Request Form (AF Form 103): Found at the end of this Section.

The Material Approval Submittal Transmittal Form (AF Form 3000): Found at the end of Section 01 33 00 – Submittal Procedures.

1.04 Definitions

A.

Any and all references in the Specifications and/or on the Drawings to – and/or requirements for – “notifications” shall be taken to mean written notification to the Contracting Officer.

B.

Any and all references in the Specifications and/or on the Drawings to – and/or requirements for – “submittals” shall be taken to mean submittals in accordance with both of the following:

Section 01 30 01 – Submittal Descriptions.

Section 01 33 00 – Submittal Procedures.

C.

Any and all references to – and/or requirements for materials and work to be in compliance with – the “Manufacturer’s recommendations” shall be taken to mean – and/or includes the requirement that – work shall be accomplished in accordance with the Manufacturer’s recommendations. In the event of a conflict between the Manufacturer’s recommendations and the Specifications, the Manufacturer’s recommendations shall take precedence. However, if the Specifications require work and/or materials above/beyond the Manufacturer’s recommendations without conflict with the Manufacturer’s recommendations, such additional work and/or materials shall be provided – in addition to that provided pursuant to the Manufacturer’s recommendations.

D.

Any and all references to – and/or requirement for – testing by “an approved independent commercial testing laboratory” shall be taken to mean an independent testing laboratory that has been approved by the United States Army Corps of Engineers (USACE) within the last year.

PART 2 – DOCUMENTS

The Contractor shall be responsible for reviewing the complete set of Contract Documents for:

Procedures.

Space requirements.

Materials.

Installation sequence.

Similar items.

B.

The Contractor shall coordinate efforts with all others working on the Project.

PART 3 – CONTRACTOR USE OF THE PREMISES

A.

The Work shall not commence until the Contractor receives a completed AF Form 103 from Base Engineering.

B.

Confine construction activities to areas defined for the Work in the Specifications and on the Drawings – or specifically assigned for that use by the Contracting Officer. Do not use any other areas on Government premises without written consent of the Contracting Officer.

C.

Do not unreasonably encumber the Site with materials or equipment.

D.

Assume full responsibility for protection and safekeeping of products stored at the Site.

E.

The Government will occupy the premises during the construction period. Coordinate required shutdowns of building areas with the Government to facilitate construction operations and minimize conflict with Government usage.

F.

The building occupants will remove personal and work‑related materials from the work areas prior to the Contractor starting work in those areas.

G.

Move, protect, store, and return furniture, equipment, and other items as necessary to complete painting, wall covering, tiling, carpeting, or any other work. Cover the existing furniture with durable drop cloths and develop a schedule to minimally impact the occupants.

PART 4 – CUTTING AND PATCHING

A.

Perform cutting necessary for the installation of the Work. Perform patching required as a consequence thereof.

PART 5 – SITE ADMINISTRATION

A.

The Prime Contractor shall assume responsibility for the general charge of the construction and the Site until the Project is turned over to the Government.

PART 6 – SHOP DRAWINGS

A.

Where required by individual sections, submit four copies of the Shop Drawings to the Contracting Officer for approval. The Contractor’s responsibility for errors and omission in submittals will not be relieved by the Contracting Officer’s review of submittals. Do not begin work that requires submittals until those submittals have been returned with the Contracting Officer’s signature indicating review and approval.

PART 7 – LAYOUT

A.

Immediately locate all reference points, layout the Work, and be responsible for all measurements and other work to be executed by the Contractor under the Contract. Exercise precaution to confirm the figures shown on the Drawings before laying out the Work. Note: The Contractor shall be responsible for any errors resulting from a failure to do so.

B.

Verify all dimensions of existing and new work. Be responsible for their accuracy. Submit differences found to the Contracting Officer for consideration before proceeding with the Work. No extra compensation will be permitted because of differences between the actual dimensions and the measurements indicated on the Drawings.

PART 8 – TESTING

Wherever various sections of the Specifications indicate that tests are to be performed, they shall be performed at the expense of the Contractor.

Perform laboratory testing using an approved independent Testing Laboratory (ITL)

Sampling and handling shall be the responsibility of the Testing Engineer.

B.

Submit certified test data results to the Contracting Officer using AF Form 3000.

C.

Notify the Government 48 hours prior to testing, so that a representative of the Government may be present during testing.

PART 9 – TEMPORARY FACILITIES AND CONTROLS

Streets, Drives, and Walks:

Keep streets and drives clear of equipment, tools, and machinery.

If during the execution of this Contract it becomes necessary to obstruct any street, make necessary arrangements with the Contracting Officer’s Representative – and the Security Police – at least 48 hours in advance.

Keep streets and walks clear of mud and debris caused by construction operations.

Provide all drive and sidewalk barriers required and necessary, complete with lights for night use.

B.

Provide temporary weathertight closures of openings in exterior surfaces to prevent entry of unauthorized persons. Coordinate with Security Police. Erect and maintain temporary dustproof partitions as required to prevent spread of dust, fumes, and smoke to other parts of the building. At completion of the Work, remove partitions and repair damaged surfaces to match adjacent surfaces.

C.

Provide adequate sanitary toilet facilities for all workers employed on the Project. Maintain toilet facilities used by construction employees in a clean and sanitary condition and furnish necessary supplies.

D.

Only store materials within the area of the Contract Limits. Do not store materials in a manner creating a nuisance or a fire or traffic hazard. Store flammable and combustible materials separately. Inside storage will not be available to the Contractor.

E.

The Contractor shall ensure that all materials and equipment are protected prior to installation and until final acceptance. Storage shall be dry, clean, and safe. Materials or equipment that become damaged, deteriorated, rusted, or defaced due to improper storage shall be fully repaired, refinished, or replaced as directed by the Contracting Officer. Materials or equipment lost through theft or mishandling shall be replaced by the Contractor without additional cost to the Government.

F.

Temporary Fire Protection: Observe all provisions of the Government safety regulations relative to fire prevention throughout the construction period. Ensure that applicable permits are visible and kept current.

G.

Provide temporary safety equipment in accordance with the requirements of the Government's safety regulations.

H.

Utilities:

Notwithstanding the provisions of other clauses of the Contract, all reasonably required amounts of water, gas, electricity, and the like, essential to the performance of the Contract, will be made available at no cost to the Contractor from existing systems, outlets, and supplies.

Tying into Electrical Utilities: For this entire Project, tie‑ins within Government‑owned components will be at no cost to the Contractor.

Any arrangements with the utility company – or any fees involved in tying into the distribution system owned by the utility company – are the responsibility of the Contractor. The Government will not be held responsible for interruption of utility service and will not be liable for the Contractor's delays, damages, or increased costs occasioned by such an interruption of service.

Temporary connections or lines shall be installed, maintained, and removed by the Contractor at no additional expense to the Government and in a manner acceptable to the Contracting Officer.

No water may be obtained from the fire hydrants on the Base without permission from both the Contracting Officer and the Base Fire Department.

Temporary water lines connected by the Contractor to hydrants on the Base shall be equipped with reduced pressure backflow preventers.

PART 10 – PROJECT CLOSE‑OUT

A.

When the Contractor determines that the Work is complete, submit to the Contracting Officer a request (in writing) for final inspection in accordance with the terms of the Contract.

PART 11 – CLEANING

A.

Conduct cleaning and disposal operations to comply with Federal, State EPA, and local land, air, and water laws.

B.

Be responsible for seeing that the Site is kept clean at all times and that a daily cleaning is conducted. Storage shall only take place in designated areas.

C.

All materials removed as a result of the Contractor's operations under the Contract shall become the property of the Contractor and shall be properly disposed of, reused, or recycled – away from the Base – at the expense of the Contractor.

D.

Be responsible for final cleaning. See that the Site is in a clean condition when it is turned over to the Government. At completion of the Work, the Contractor shall remove the Contractor's remaining tools, scaffolding, and surplus materials from the Site.

E.

Prior to any demolition/excavation, submit a waste disposal plan for the recycling and disposal of construction waste materials and demolition debris resulting from the Work of this Contract, including:

A description of the waste materials and debris to be reused or recycled.

The proposed method of collection and transport.

The location of proposed disposal and recycling facilities.

The name, address, and telephone number for each facility and transporter.

If, for any applicable materials listed in Paragraph H below, recycling facilities are not available within a 100‑mile radius of the Base, state that in the plan.

F.

Provide all containers required to collect solid wastes collected during the performance of the Contract. At no time shall the Contractor use dumpsters or other waste receptacle maintained by the Base for the disposal of any solid wastes. Small quantities of recyclable materials, such as cardboard, metals, and wood pallets, may be placed in the recycling containers maintained by the Base. Coordinate this exception with the Base Environmental Engineer’s Office.

The dumpsters maintained by the Base are periodically checked. If it is determined that the Contractor has placed construction and/or demolition debris (other than the recyclable materials listed above) – or any other waste – in a dumpster or other solid‑waste collection unit maintained by the Base, the Contractor will immediately remove said waste and dispose of it – or recycle it – properly, away from the Base.

If any waste is dumped in an unauthorized area, immediately remove the material and restore the area to its pre‑existing condition.

G.

Track the amount of construction/demolition debris and other solid waste that is disposed of under this Contract. It is preferred that the waste be tracked by weight – but tracking the waste by volume (that is, cubic yards) will also be accepted. Submit the amount of waste disposed of – and all associated weight tickets – to the Contracting Officer monthly using AF Form 3000.

H.

Transport as much of the recyclable construction waste materials and demolition debris as practicable to a valid recycling facility. The recyclable materials can include:

Cardboard.

Recycled cementitious materials (in concrete mix):

Fly ash.

Granulated blast‑furnace slag.

Brick.

Metals.

Wood.

Plastic.

Insulation.

Roofing.

Glass.

Acoustical ceiling panels.

Polyvinyl chloride piping.

Galvanized steel ductwork.

R‑22 refrigerant.

Ballasts.

Rubble (asphalt and concrete).

Fibrous material in wood‑based or paper‑based hydraulic mulch.

Utility‑hole covers.

Other materials applicable to the Project that can be reused or recycled.

I.

Submit the amount of materials recycled – and all associated weight tickets – to the Contracting Officer monthly using AF Form 3000.

PART 12 – RECORD DOCUMENTS

A.

Maintain at the Site one copy of the Drawings with redline changes.

At completion of the Work, deliver Record Documents to the Contracting Officer.

Be responsible for the preparation and furnishing of marked‑up Contract Drawings including all of the Work of this Contract. Record, using colored pencil, in a neat, workmanlike manner, all cases where actual field construction differs from the Work as indicated by the Contract Documents – as well as changes in location and in elevation. Dimension concealed work and utility locations.

These marked‑up Contract Drawings will not be acceptable as Shop Drawings.

Maintain these marked‑up Contract Drawings at the Site as an up‑to‑date set of Contract Drawings. At completion of the Work, turn this set of marked‑up Contract Drawings over to the Contracting Officer for the updating of Record Drawings.

At completion of the Work, furnish four copies of a manual of information describing the products used for the Contract.

This manual shall serve as a reference to the products for potential maintenance and repair purposes.

This manual shall not supersede requirements for manuals or other information as may be stated in the submittal list and other sections of this Contract.

As applicable to the Contract:

This manual shall cover products such as:

Door hardware.

Door operators.

Tile.

4) Paint.

Note: Do not turn containers of paint over to the Government.

5) Toilet accessories

6) Plumbing fixtures.

7) HVAC equipment.

8) Infrared heating system.

9) Lighting components.

10) Fire detection equipment.

11) Flow meters and monitors.

12) Parshall flume.

13) pH monitor and sensor.

14) Butterfly valve actuators.

15) Butterfly valves.

16) Ultrasonic flow monitor.

17) Similar products.

This manual shall present product information such as:

Catalog cut sheets.

Manufacturer’s names.

Brand names.

Model/serial/part numbers or product types.

Color names/codes and the like.

Room number and/or location where the product was used.

Furnish each copy of this manual in a three‑ring binder from which material can readily be removed and replaced. Clearly label the exterior spine and front cover of each binder indicating:

The Contract number.

The Project number.

The Project title.

The submittal number.

The contents of the binder.

PART 13 – PHOTOGRAPHY PERMIT

Prior to taking any photographs or video recordings in a restricted area – either for internal record or as required by the terms of the Contract – prepare a request for a photography permit, in letter format, and submit it to the Contracting Officer using AF Form 3000. The request shall indicate:

The term of the Contract.

The locations or the Site(s) to be photographed.

Proposed dates and times to be accomplished.

Reason for photography complete with justification.

Whether the Contractor intends to take photographs and/or video recordings.

Provide a copy of any and all photographs and/or video recordings to the Government within ten calendar days of being taken, using AF Form 3000.

Still images shall be digital and submitted in compact disc (CD) format.

Video recordings shall be provided in either of the following formats:

Digital Versatile Disc (DVD).

Video Home System (VHS).

Clearly label the CD, DVD, or the videocassette and the videocassette case indicating:

The Project number.

The Project title.

The date taken.

End of Section

Section 01 30 01

SUBMITTAL DESCRIPTIONS

1.01 Related Documents

A.

Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.02

SUBMITTAL CLASSIFICATION

Related Documents: Other requirements pertaining to submittals are included in:

The Contract Clauses.

Section 01 33 00 – Submittal Procedures.

B.

Submittals required by the Contract Clauses and other non‑technical parts of the Contract are not included in this Section.

The submittals described below are those required and further described in other sections of the specifications.

Submittal Description No. 1 (SD‑01) – Data: Submittals that provide calculations, descriptions, or documentation regarding the Work.

Submittal Description No. 2 (SD‑02) – Not Used.

Submittal Description No. 3 (SD‑03) – Not Used.

Submittal Description No. 4 (SD‑04) – Drawings: Submittals that graphically show:

Relationship of various components of the Work.

Schematic diagrams of systems.

Details of fabrication.

Layouts of particular elements.

Connections.

Other relational aspects of the work.

Submittal Description No. 5 (SD‑05) – Not Used.

Submittal Description No. 6 (SD‑06) – Instructions: Preprinted materials describing installation of a product, system, or material, including special notices and material safety data sheets, if any, concerning impedances, hazards, and safety precautions.

Submittal Description No. 7 (SD‑07) – Schedules: Tabular lists showing location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the Work.

Submittal Description No. 8 (SD‑08) – Statements: Documents, required of the Contractor, or through the Contractor from a Supplier, Installer, Manufacturer, or other lower tier Contractor, the purposes of which is to confirm the quality or orderly progression of a portion of the Work by:

Documenting procedures.

Acceptability of methods or personnel.

Qualifications.

Other verifications of quality.

Submittal Description No. 9 (SD‑09) – Reports: Reports of inspections or tests, including analysis and interpretation of test results. Each report shall be properly identified, signed, and dated. Test methods used shall be identified and test results shall be recorded.

Submittal Description No. 10 (SD‑10) – Not Used.

Submittal Description No. 11 (SD‑11) – Not Used.

Submittal Description No. 12 (SD‑12) – Not Used.

Submittal Description No. 13 (SD‑13) – Certificates: Statements signed by an official authorized to certify on behalf of the Manufacturer of a product, system, or material, attesting that the product, system, or material meets specified requirements. The statement shall:

Be dated after the award of this Contract.

State the Contractor’s name and address.

Name the Project and its location.

List the specific requirements that are being certified.

Submittal Description No. 14 (SD‑14) – Samples: Samples, including both fabricated and unfabricated physical examples of materials, products, and units of the Work – as complete units or as portions of units of the Work.

Submittal Description No. 15 (SD‑015) – Not Used.

Submittal Description No. 16 (SD‑16) – Not Used.

Submittal Description No. 17 (SD‑17) – Not Used.

Submittal Description No. 18 (SD‑18) – Records: Documentation required to record compliance with technical or administrative requirements.

19.

Submittal Description No. 19 (SD‑19) – Operation and Maintenance Manuals: Data that forms a part of an operation and maintenance manual.

PART 2 – PRODUCTS – Not Used PART 3 – Execution – Not Used

THIS PAGE IS INTENTIONALLY BLANK.

Section 01 33 00

SUBMITTAL PROCEDURES

1.01 Related Documents

Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section, including – but not limited to – the following.

Section 01 00 00 – General Requirements: Other required submittals:

The Waste Disposal Plan for the recycling and disposal of waste materials resulting from the Work under this Contract.

A monthly accounting of the amount of waste disposed of – and all associated weight tickets.

A monthly accounting of the amount of material recycled – and all associated weight tickets.

Marked‑up Contract Drawings.

The Manual of Information.

A Request‑for‑Photography Permit.

g.

Copies of any and all photographs and/or video recordings.

2.

Section 01 35 43 – Environmental Procedures: The required detailed proposal for implementing specified requirements for environmental pollution control, including a Sediment and Erosion Control Plan.

1.02 References

United States Air Force (USAF or AF) Forms: The following documents can be found at the end of this Section.

Schedule of Material Submittals (AF Form 66) aka "Submittal Register."

The Material Approval Submittal Transmittal Form (AF Form 3000).

The Contract Progress Schedule (AF Form 3064).

1.03 Definitions

Submittals requiring "Government approval":

"Government approval" is required for:

Extensions of design.

Critical materials.

Deviations.

Equipment whose compatibility with the entire system is required to be checked.

Other items as designated by the Contracting Officer.

Within the terms of the Contract, submittals requiring "Government approval" are considered to be “Shop Drawings.”

Approved Submittals:

The approval of submittals by the Contracting Officer shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory. Approval will not relieve the Contractor of the responsibility for any error that might exist. The Contractor remains responsible for the dimensions and the design of adequate connections, details, and satisfactory construction of the Work.

After submittals have been approved by the Contracting Officer, no re‑submittal for the purpose of substituting materials or equipment will be given consideration unless accompanied by an explanation as to why a substitution is necessary.

Disapproved Submittals: Make all corrections required by the Contracting Officer and furnish a corrected submittal within five calendar days in the form and number of copies as specified for the initial submittal.

If the Contractor considers any correction indicated on the submittals to constitute a change to the Contract, give prompt notice to the Contracting Officer as required by the terms of the Contract.

PART 2 – PRODUCTS – Not Used

PART 3 – EXECUTION

3.01

GENERAL

A.

Submit four copies of all items listed on the Submittal Register or specified in the other sections of the Specifications.

B.

The Contracting Officer may request submittals in addition to those listed when deemed necessary to adequately describe the work covered in the respective sections.

C.

Units of weights and measures used on all submittals shall be the same used on the Contract Drawings.

D.

Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with the requirements of the Contract.

E.

Prior to submittal, all items shall be checked and approved by the Contractor.

F.

Proposed deviations from the contract requirements shall be clearly identified.

G.

Submittals shall include items as:

The Contractor’s, manufacturer’s, or fabricator’s drawings.

Descriptive literature including – but not limited to:

Catalog cuts.

Diagrams.

Operating charts or curves.

Test reports.

Test cylinders.

Samples

Operations and maintenance manuals (including parts list).

Certifications.

Warranties.

Other similar required submittals.

H.

Submittals requiring Government approval shall be scheduled and made prior to the acquisition of the material or equipment covered thereby.

3.02

SUBMITTAL REGISTER

A.

At the end of this Section is a Submittal Register showing – at a minimum – which submittals are required by the Specifications.

3.03

SCHEDULING

A.

Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently.

B.

Certifications that are specified to be submitted with related Shop Drawings shall be so scheduled.

C.

Allow adequate time for review and approval. No delays, damages or time extensions will be allowed for time lost due to late submittals.

3.04

SUBMITTAL FORM

A.

Use AF Form 3000 for submitting Government‑approved submittals in accordance with the instructions on the reverse side of the form. Copies of this form will be furnished to the Contractor.

B.

Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and/or sheet number of the Contract Drawings pertinent to the data submitted for each item.

3.05

SUBMITTAL PROCEDURE

Submittals shall be made as follows:

Schedule:

Prepare and submit to the Contracting Officer for approval, three copies of the Submittal Register found at the end of this Section.

The proposed schedule shall reflect the Contractor’s practicable schedule of planned dates of submittal of AF Form 3000.

The Submittal Register shall be submitted concurrently with the Contractor’s submittal of the required AF Form 3064.

The Contracting Officer will review and return submittals received, approved or disapproved, within ten calendar days after receipt.

Warranties and operating instructions are required at the completion of the Work, after final inspection.

Deviations: For submittals that include proposed deviations requested by the Contractor, set forth in writing the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing un‑noted deviations.

3.06 Not used

3.07

GOVERNMENT‑APPROVED SUBMITTALS

Upon completion of review of submittals, the submittals will be identified as having received approval by being signed and dated. Three copies of the submittal will be retained by the Contracting Officer and one copy of the submittal will be returned to the Contractor to be retained at the Site.

ITEM, CONTRACT REFERENCE, TYPE OF SUBMITTAL

DATE

ENGINEERING

RETURN SUSPENSE

DATE

CONTRACTOR

NOTIFIED

CONTRACTOR

RESUBMITTAL

WARRANTY

INSTRUCTIONS

Waste Disposal Plan 01 00 00, 11.E QA/QC Procedure

Construction Debris

– Disposed of 01 00 00, 11.G QA/QC Report

Construction Debris

– Recycled 01 00 00, 11.I QA/QC Report

Contract Drawings 01 00 00. 12.B.3 Closeout Submittal

01 00 00, 12.C

Protection Plan 01 35 43, 1.05.A Informational Submittal

01 35 43, 3.01.A.1.b

01 35 43, 3.06.C Action Submittals

Substitution Request (if req’d)

01 73 29, 1.03.B

Action Submittal

Request for Cutting & Alteration

01 73 29, 1.03.C.1

Notice of Times and Dates

01 73 29, 1.03.C.2

Informational Submittals

Masonry Product Data

04 00 01, 1.04.B.1

04 00 01, 1.04.B.2

04 00 01, 1.04.C.1

Solid-Surface Ctrtp Prod. Data 06 61 17, 1.05.B.1

Shop Drawings 06 61 17, 1.05.B.2

Samples 06 61 17, 1.05.B.3

Manufacturers Instructions 06 61 17, 1.05.C.1

Qualification Statements 06 61 17, 1.05.C.2

Maintenance Data 06 61 17, 1.05.D.1

Warranty Documentation 06 61 17, 1.05.D.2

Shop Drawings 06 61 50, 1.04.B.1

Samples for Selection 06 61 50, 1.04.B.2.a

Samples for Verification 06 61 50, 1.04.B.2.b

Qualification Statements 06 61 50, 1.04.C

Warranty Documentation 06 61 50, 1.04.D

Foam Bd Mfrs Instructions

07 21 13.13, 1.05.B.1

(Recycled Content)

07 21 13.13, 1.05.B.2

Product Data & Shop Drawings

07 21 18, 1.05.B.1 and 2

Samples for Verification

07 21 18, 1.05.B.3

Certificates & Mfrs Instructions

07 21 18, 1.05.C.1 and 2

(Recycled Content)

07 21 18, 1.05.C.3

Qualification Statements

07 21 18, 1.05.C.4

Product Data & Shop Drawings

07 27 26, 1.05.B.1 and 2

Samples

07 27 26, 1.05.B.3

Qualification Statements

07 27 26, 1.05.C.1

Product Data

07 42 14, 1.04.B.1

Samples for Verification

07 42 14, 1.04.B.2

Manufacturers Instructions

07 42 14, 1.04.C.1

(Recycled Content)

07 42 14, 1.04.C.2

Product Data

07 61 14, 1.05.B.1

Shop Drawings

07 61 14, 1.05.B.2

Samples for Verification

07 61 14, 1.05.B.3

Certificates

07 61 14, 1.05.C.1

Delegated Design Submittal

07 61 14, 1.05.C.2

Manufacturers Instructions

07 61 14, 1.05.C.3

Sustainable Design Submittal

(Recycled Content)

07 61 14, 1.05.C.4

Warranty Documentation

07 61 14, 1.05.D

Product Data & Shop Drawings

07 72 55, 1.04.B.1 and 2

Samples for Verification

07 72 55, 1.04.B.3

(Recycled Content)

07 72 55, 1.04.B.1

Product Data

07 92 00, 1.04.B

Certificates & Mfrs Instructions

07 92 00, 1.05.C.1 and 2

Product Data & Shop Drawings

08 11 13, 1.04.B.1 and 2

Manufacturers Instructions

08 11 1, 1.04.C.1

Product Data & Shop Drawings

08 33 23, 1.04.B

Product Data

08 70 50, 1.04.B.1

Extra Stock Materials

08 70 50, 1.04.C.1 and 2

Maintenance Mat’l Submittals

Product Data & Schedule

08 71 00, 1.04.A

Gypsum Board

Samples for Verification

09 29 00, 1.04.B

Product Data

09 30 00, 1.05.B.1

Samples for Selection

09 30 00, 1.05.B.2

Certificates

09 30 00, 1.05.C.1

Test Reports

09 30 00, 1.05.C.2

(Recycled Content)

09 30 00, 1.05.C.3

O&M Data

09 30 00, 1.05.D.1

Product Data and Schedule

09 90 00, 1.04.B.1 and 2

Samples

09 90 00, 1.04.B.3

Toilet Accessories

Product Data

10 28 13, 1.04.B

Product Data & Shop Drawings

10 26 33, 1.04.A

Product Data

10 44 16, 1.04.A

Product Data

10 73 18, 1.05.B

Delegated Design Submittal

10 73 18, 1.05.C.1

Manufacturers Instructions

10 73 18, 1.05.C.2

Laboratory Ventilation Stations Product Data and Shop Dwgs 11 53 14, 1.05.A

Product Data & Shop Drawings

12 35 53.16, 1.04.B.1 and 2

Samples for Selection

12 35 53.16, 1.04.B.3

21 131 3, 1.03

Product Data & Shop Drawings

21 13 13, 1.03

Hydraulic Calculations

21 13 13, 1.03

Manufacturer’s Maintenance Data

Pipe Supports

22 05 29, 1.04

Shop Drawings

22 07 19, 1.04

Product Data, Installation Instructions

22 10 00, 1.04

Product Data

22 20 00, 1.04

22 30 00, 1.04

Shop Drawings O&M Manuals

Install Instructions

O&M Manuals

22 40 00, 1.04

22 40 00, 1.04

O&M Manuals

Balancing

23 05 93, 1.04

Test Reports (Draft & Final Copies)

23 31 13, 1.04

23 34 23, 1.04

23 34 23, 1.04

Maintenance Manuals

23 37 00, 1.04

23 55 23, 1.05

Install Instructions

Panelboards

26 25 16, 1.03

26 51 13, 1.04

Fire Detection & Alarm Systems

28 31 13, 1.03

31 22 00, 1.04.B

Test Reports

31 23 00, 1.04.C

Project Record Documents

31 23 00, 1.04.B

31 23 33, 1.04.C

31 23 33, 1.04.B

31 23 33, 1.04.C

Concrete Paving

32 13 13, 1.04.B

32 13 13, 1.04.C.1

Design Data; Concrete Mix

32 13 13, 1.04.C.2.

32 13 13, 1.04.C.3

Recycled Content

32 13 14, 1.04.B

32 13 14, 1.04.C.1

Design Data

32 13 14, 1.04.C.2

32 13 14, 1.04.C.3

Recycled Content

32 31 13, 1.06.B

32 31 13, 1.06.C.1

Certificates

32 31 13, 1.06.C.2

Manufacturer’s Instructions

32 92 13, 1.03.B.2

Certificates

Instrumentation & Control for Process Systems

40 90 00, 1.03

40 90 01, 1.03