SPECIFICATIONS_FINAL_ZQEL_16-0015.pdf

PROJECT SPECIFICATIONS

ZQEL 16-0015

RENOVATE B101

910TH AIRLIFT WING

3976 KING GRAVES ROAD

YOUNGSTOWN REGIONAL AIRPORT

VIENNA, OHIO 44473-5931

PREPARED FOR

DEPARTMENT OF THE AIR FORCE

TH

OPERATIONAL CONTRACTING OFFICE

3976 KING GRAVES ROAD, UNIT 31

VIENNA, OHIO 44473-5931

PREPARED BY

STAR CONSULTANTS, INC.

1910 CROWN PARK COURT

COLUMBUS, OHIO 43235

ARCHITECTS/ENGINEERS

ISSUED FOR BIDDING

May 10, 2016

USAFR ZQEL 16-0015 Page 1 of 4 910th Airlift Wing, Youngstown Air Reserve Station Star Consultants, Inc.

Renovate B101

Table Of Contents 00 01 10

SECTION 00 01 10 – TABLE OF CONTENTS

Division 00 – General Conditions

Division 01 – General Requirements 01 00 00 General Requirements 01 30 01 Submittal Descriptions 01 33 00 Submittal Procedures AF Form 66 AF Form 103 AF Form 3000 AF Form 3064 AF Form 3065 01 35 43 Environmental Procedures 01 42 00 Sources for Reference Publications 01 50 01 Temporary Facilities 01 60 00 Product Requirements 01 73 29 Cutting and Patching 01 74 19 Construction Waste Management 01 78 23 Operations & Maintenance Data

Division 02 – Existing Conditions 02 41 19 Selective Building Demolition

Division 03 – Concrete 03 20 00 Concrete Reinforcement 03 30 00 Cast-In-Place Concrete

Division 04 – Masonry – Not Used

04 22 00 Concrete Unit Masonry

Division 05 – Metal 05 12 00 Structural Steel Framing 05 40 00 Cold-Formed Metal Framing 05 50 00 Metal Fabrication 05 52 13 Pipe and Tube Railings 05 58 00 Miscellaneous Metals

Division 06 – Wood, Plastics, and Composites 06 10 00 Rough Carpentry 06 20 23 Finish Carpentry 06 40 23 Interior Architectural Woodwork 06 64 10 Architectural Cabinets 06 65 10 Solid Surfacing

Division 07 – Thermal and Moisture Control 07 21 00 Building Insulation 07 21 19 Foamed-In-Place Insulation 07 92 00 Joint Sealants

Division 08 – Openings 08 11 13 Hollow Metal Doors and Frames 08 14 16 Flush Wood Doors 08 41 13.2 Exterior Aluminum-Framed Storefront 08 41 13.3 Exterior Aluminum-Framed Entrances

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08 51 13.1 Aluminum Windows 08 70 00 Door Hardware 08 80 00 Glazing

Divisions 09 – Finishes 09 22 16 Non-Structural Metal Stud Framing 09 29 00 Gypsum Board 09 30 00 Tiling 09 50 00 Acoustical Ceilings 09 65 00 Resilient Base 09 65 13 Transitions and Adaptors

09 65 16 Vinyl Sheet Flooring 09 68 13 Tile Carpeting

09 72 00 Presentation Dry Erase Wallcovering 09 72 60 Tackable Wallcovering 09 91 00 Painting

Divisions 10 – Specialties 10 14 00 Signage 10 21 13 Stainless Steel Toilet Compartments 10 28 13 Commercial Toilet Accessories 10 44 13 Fire Extinguisher Cabinets

10 56 00 Storage Shelving and Support Brackets

Divisions 11– Equipment 11 30 00 Residential Equipment

Divisions 12 – Furnishings 12 48 16 Entrance Flooring Systems 12 49 40 Roller Shades

Divisions 13 thru 20 – Not Used

Divisions 21 – Fire Protection 21 05 00 Common Work Results for Fire Suppression 21 05 10 Fire Suppression Demolition and Remodeling 21 05 11 Shop Drawings 21 05 14 Tests 21 05 17 General Piping Requirements 21 05 29 Hangers and Supports for Fire Suppression 21 13 16 Dry Pipe Sprinkler Systems

Divisions 22 – Plumbing 22 00 00 Common Work Results for Plumbing 22 05 06 Plumbing Submittals 22 05 10 Plumbing Demolition and Remodeling 22 05 23 General Duty Valves for Plumbing 22 05 29 Hangers and Supports for Piping 22 05 33 Heat Tracing 22 05 53 Identification for Piping and Equipment 22 07 19 Plumbing Insulation 22 10 00 House Lines – Gas 22 11 16 Domestic Water Piping

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22 13 16 Plumbing Waste and Vent Systems 22 13 19 Plumbing Specialties 22 34 00 Gas Fired Water Heater 22 42 00 Plumbing Fixtures

Divisions 23 – Mechanical /HVAC 23 00 00 General Requirements 23 01 60 Condensing Units 23 01 91 Coordination Between Trades 23 05 13 Common Motor Requirements for HVAC Equipment 20 05 16 Expansion Fittings & Loops for HVAC Piping 23 05 29 Hangers, Supports and Inserts 23 05 48 Vibration Isolators 23 05 53 Equipment, Piping and Ductwork 23 05 93 HVAC System balancing 23 07 13 Insulation 23 09 13 Variable Speed Drives 23 09 53 Automatic Temperature Controls 23 09 54 Multiple Evaporator, DX VRV Units 23 21 12 Hydronic Specialties 23 21 13 Hydronic Piping 23 21 14 Expansion Tanks 23 21 23 Hydronic Pumps 23 23 00 Refrigerant Piping 23 25 13 Water Treatment System 23 30 10 General Duct Requirements 23 31 13 Low and Medium Velocity Duct Work 23 34 00 Fans 23 36 00 Air Terminal Units (VAV Boxes) 23 36 13 Registers, Grilles and Diffusers 23 52 22 Condensing Boilers 23 54 00 Furnaces 23 73 13 Indoor Air Handling Unit 23 82 39 Cabinet Unit Heaters Source

Divisions 24 through 25 – Not Used

Division 26 –Electrical 26 05 00 Common Work Results for Electrical 26 05 19 Low Voltage Electrical Power Conductors and Cables 26 05 23 Control Voltage Electrical Power Cables 26 05 26 Grounding and Bonding For Electrical Systems 26 05 29 Hangers and Supports For Electrical Systems 26 05 44 Sleeves and Sleeve Seals for Electrical Raceways and Cabling 26 05 53 Identification for Electrical Systems 26 05 73 Arc Flash Study 26 05 74 Conduit 26 24 16 Panelboards 26 27 26 Wiring Devices 26 28 16 Enclosed Switches and Circuit Breakers 26 51 00 Lighting

Division 27 – Communications 27 05 00 Common Work Results for Communications

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Division 28 - Electronic Safety and Security 28 31 11 Digital Addressable Fire Alarm Systems 28 39 00 Mass Notification System

Divisions 29 through 30 – Not Used

Division 31 - Earthwork 31 00 00 Earthwork 31 20 00 Earth Moving

Division 32 – Exterior Improvements 32 91 15 Seeding and Mulching 32 92 10 Topsoil Furnished and Placed

END OF DOCUMENT

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General Requirements 01 00 00

SECTION 01 00 00 - GENERAL REQUIREMENTS

PART 1 – GENERAL

1.1 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.

1.2 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 B101, on Youngstown Air Reserve Station, Vienna OH.

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

1. Architectural

i. Building B101 is a Type B – Business Use and Type V-B construction in accordance with the 2010 International Building Code. The proposed use will be unchanged.

ii. During construction employees will be housed in mobile offices located in the parking lot of B201. These structures will have individual offices, a conference area and toilet rooms.

iii. As part of the demolition the existing asbestos will be removed in the portion of the building over the crawl space. Asbestos will be removed with the wall gypsum, flooring system, and ceiling gypsum. Lead paint will be removed from the mechanical room walls and ceiling.

iv. A new underlayment will then be installed over the portion of the building with a crawl space.

v. The existing exterior wood windows will be replaced with aluminum operable windows. The window size will be the same size as the existing opening size.

vi. To accommodate the new interior layout, existing walls are being removed as required. New metal stud and gypsum walls are being installed. Most walls will stop above the acoustical ceiling. All walls will also include sound batt insulation that will extend four feet on either side of the wall laying on the acoustical ceiling. The wall at the Test Room will be a sound rated wall that extends to the underside of structure.

vii. The existing ceilings are being removed in all areas. New ceilings will be a high sound absorbing acoustical tile.

viii. At the underside of the roof, insulation will be added to provide insulated attic area for HVAC duct work and VAV boxes.

ix. The crawl space will be ventilated to reduce moisture.

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x. Sheet vinyl flooring will be installed throughout the building including offices, conference rooms, corridors, kitchen, and storage rooms with a cold bond seam to reduce visual joints. Carpet tiles will be installed in the testing room.

The vestibule will have walk-off mat flooring.

xi. The welded hollow metal door frames will be painted. All interior doors will be stained flush wood.

xii. New concrete stairs and ramp will be construction out the north entry with the door of the existing vestibule be relocated to the side.

2. Structural

i. Where the east-west bearing walls that support the roof joist are being removed on the north side of the corridor, steel columns and beams are being added. Existing wood columns are being removed where new walls are being added that do not align with existing columns. New steel columns are added within the new walls.

ii. Over the potion of the building with a crawl space additional 2x10 joist will be installed between the existing 2x10 joist

3. Mechanical

i. The HVAC system will be designed in accordance with the 2010 International Mechanical Code adopted by Ohio’s 2011 Mechanical Code and Uniform Facilities Criteria (UFC)..

ii. The Building will be prepared for 138 persons in the building at peak with as many as 30 or more people in conference and testing room each.

iii. The project includes demolition of existing HVAC system that includes Air Handling unit in the mechanical room, the Lennox furnace and air handling unit, hydronic heating, dX cooling condensers and base board system. The split units for Testing Room will be demolished with their condensate lines and condensers.

iv. The new work will include one Air Handling Unit with hydronic heating, dX heatpum unit and a new gas fired furnace with a cooling coil and supporting dx Heat pump.

The cooling tower system was eliminated from consideration as it requires extensive water treatment system and requires water usage for evaporation and blowdown to maintain HVAC System. The Cooling tower may in future require quarterly/constant testing, inspection and monitoring to mitigate Legionnaire disease as recently passed by NEW YORK City due to recurring issues. The aesthetics and space constrains were a consideration in continued use of dX system.

v. Two 399 MBH boilers with their primary pumps, and fan powered VAV Boxes with reheat coil as per plans. The VAV Boxes get fresh air from the Air Handling Unit and include some boxes serving Windows and large conference room. The part of design is using Condensing Boilers and using them at 1200 F return water for hydronic heating that is energy efficient system to operate at over 92% efficiency with dX system and meets the ASHRAE, OBC, and IECC standards.

vi. Necessary electrical work to modify HVAC system will be supported by electrical contractor and is included in electrical scope.

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vii. The goal is to provide good Indoor Air Quality for an occupancy of 138 people in the building with 30 people in each of the Conference room and testing center. The building will operate efficiently without wasting energy.

viii. A BACNet compatible Building Management system (BMS) that in turn is compatible with existing JCI (Johnson Control Inc.) software being used at the base will control the building’s HVAC system. As architectural modifications are performed by the architects, HVAC System supply and return air will be adjusted to ensure that climate comfort with 72 F temperature in Winter and 74 F in summer can be maintained in the building when occupied. BMS system will also have set back temperatures when building is not occupied. The BMS system will monitor the system and in case if ambient temperature drops below 38 F (adjustable) and heat trace does not activate the BMS will generate an alarm and call and send an e-mail in accordance with Base Wide established practices to the designated Facilities Management/Maintenance personnel.

ix. The HVAC system includes Air Handling Unit in mechanical room, and a Furnace with dX heat pump cooling for large conference room. A VRF unit with six indoor evaporating units for simultaneous heating and cooling for testing room, office conference room and one evaporative unit in the kitchen is included in the scope.

x. All HVAC piping and ducts will have IECC/OBC mandated external insulation and will be sized conservatively to minimize ongoing continuous friction loss or pump and fan power. All work will meet IBC, IECC codes and ASHRAE standards using R 410 A refrigerant that is environmentally friendly. The completed system will be tested and balanced to conform the Engineer’s design intent.

4. Plumbing

i. The plumbing design will conform to the latest edition of the 2010 International Plumbing Code (IPC) adopted by Ohio’s 2011 Building Code, Unified Facilities Criteria (UFC) and Federal regulations. A new Principal Back flow Preventer will be provided.

ii. The drinking water standards require NSF/ANSI 60 compliance for drinking water for control of LEAD. As such, the existing water heater, fixture faucets, backflow preventers, related valves and piping shall be replaced with new, and NSF stamped components included valves that are lead free and meet ANSI requirements. All existing cold and hot water supply piping will be replaced with new copper piping.

iii. All equipment in kitchen will be ADA compatible. A new refrigerator including an Ice Maker and built in water filter will be provided with a cold water connection, as well as a disposer that has ADA meeting pneumatic controls will be added to a new break room sink. A new under-counter dishwasher and Oven will be installed that will have front controls meeting ADA requirements.

iv. One gas fired domestic water heater with expansion tank, one domestic reduced pressure zone backflow preventer, one backflow preventer for boiler water makeup, floor drains, and new water and gas piping is included in the plumbing scope for the mechanical room. All existing gas piping in the building is to be replaced. A new mop sink with faucet will be provided and a new electric dual level water cooler will be located in a corridor recess.

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v. The two restrooms will receive new sensor operated flush valve water closets, urinal, lavatories with faucets, and floor drains. ADA requirements will be met by a new UNISEX Rest room that will also have Baby Change Station.

vi. Rodding out the existing sanitary lines is necessary to maintain proper drainage performance. A large portion of the existing sanitary is located below the concrete floor slab and this will require saw cutting and excavation, and also backfilling and slab repair.

vii. The existing sanitary vent penetration thru the roof should be usable for the new vent piping system, although some of the existing vent piping will need to be replaced. All hot and cold water lines will be replaced, and new shock absorbers will be provided.

5. Fire Protection

i. The Fire Protection design will conform to the latest edition of NFPA 13, UFC 3- 600-01 Fire Protection criteria, and Military and Federal Regulations. The existing sprinkler system will be modified as necessary to accommodate any Architectural changes. A minimum NICET Level III certified fire protection contractor will hydraulically calculate an automatic sprinkler system revision to the existing system to serve these building renovations.

6. Electrical

i. All electrical systems within this building that are covered under construction specification divisions 26, 27 and 28 will require upgrades, replacements, and modifications as part of this project. Currently part of the electrical systems are antiquated and some of the electrical systems have been modified or renovated in more recent years. In some cases upgrades will be required only as coordination with other trades. The lighting systems currently meet the requirements of the

State of Ohio’s Energy Code and are T5 fluorescents. They are only slightly less efficient than the latest LED technology. However due to architectural upgrades the lighting system will need replaced. The Power distribution system is antiquated and is a combination of several minor renovations to the original building. The data systems are outdated and inadequate for progressive use and sustainability.

ii. The power system in this building is currently outdated. It is mostly comprised of

Federal Pacific equipment that was installed in the original building. The building has served as separate occupancies over the years and because of this there are outdated panels located sporadically that can’t be serviced due to their age. The entire building is currently fed through a single transfer switch for standby power.

One part of the system operates as a Tier 2 Critical System, with a single

Generator, and an (N+1) rack mounted UPS configuration. The entire building will be rewired to provide power to new end user loads, mechanical equipment loads, data processing loads, and new more energy efficient lighting loads. This building

USAFR ZQEL 16-0015 Page 5 of 14 will be rewired from the service transformer keeping only the transfer switch and generator plug. The power system feeders will be wired with 200% neutrals for high harmonic load, and tiered surge suppression devices for added protection.

This will increase power quality and reliability. The Data Room will be required to be kept active during service replacement and critical cut over and through demolition and construction. The UPS(s) will be taken offline, and powered from a temporary standby source to continue to provide power through the duration of the outage without interruption of power to the rack. This will require the work of the electrical contractor to provide temporary 50A connections with a spider or similar equipment that has the same twist lock configuration as the ones currently in the wall at the rack location. The spider will also need NEMA 5-20R connections for other equipment within the Data Room. A similar procedure will be required for the split system within the Data Room to maintain the space environmentally. The entire equipment area will need to be protected with plywood from above and plastic sheeting creating a positive pressure with the split system to keep dirt dust and debris out of the Critical Space.

iii. The lighting in this building currently is provided through T5 fluorescent troffers with acrylic prismatic lenses. While T5’s are not much less efficient as current LED technology, they will require replacement as part of the coordination with architectural and mechanical systems. The entire lighting system will be replaced other than the exterior area lighting. The new lighting package will be LED and the controls will be local manual and automatic including dimming controls in various spaces.

iv. The Telecommunications systems in this building are currently installed in a way that do not meet industry standards and that can’t sustain the needs of the future.

There is a Critical Cross Connect (Node) in the Data Room that provides an uplink to the campus distribution system via optical fiber. This node provides connectivity and routing for part of the Air Force Base Telecommunications Distribution System.

This Node is also currently the Main Cross Connect for the B504 building.

However, the original Main Cross Connect is still in place and active. It is cabled with bundled UTP. From this original Main Cross Connect there is also additional backbone to another Horizontal Cross connect within B504. Some of the pairs on the original Main Cross Connect are still active as part of the legacy system. Most if not all of the horizontal cable are installed in a very haphazard manner that does not meet industry standards for network performance, bandwidth certification, reliability, or growth. Much of the cable would require removal for architectural coordination. The entire 504 facility will be re-cabled as part of this project. The

Main Cross Connect (Node) in the Data Room will be kept active through the process to ensure continuity for Base Communications. The communications backbone cabling entering the building will be kept intact with the exception of the

UTP trunk that enters and terminates on the original Main Cross Connect. This will be relocated to the Data Room. The rest of the facility will be re-cabled with

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Category 6 cabling and the legacy lines will be kept active. This will all be done in accordance with current Telecommunications Distribution Methods.

v. The other systems in this building including fire alarm, A/V, and mass notification will be demolished partially and selectively. Devices and equipment for these systems will be maintained, protected, and relocated as needed to coordinate with other trades. The cabling associated with these systems will be reused and extended where required. The only devices that will be entirely new as part of these systems will be devices required for code compliant coverage, and smoke detectors.

1.3 REFERENCES

A. United States Air Force (USAF or AF) Forms:

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

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

1.4 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:

1. Section 01 30 01 – Submittal Descriptions.

2. 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.

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1.5 DOCUMENTS

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

1. Procedures.

2. Space requirements.

3. Materials.

4. Installation sequence.

5. Similar items.

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

1.6 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.

1.7 CUTTING AND PATCHING

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

1.8 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.

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1.9 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.

1.10 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.

1.11 TESTING

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

1. Perform laboratory testing using an approved independent Testing Laboratory (ITL) for all welds and structural components.

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

3. All Mechanical and Plumbing systems, HVAC systems, Ducts and equipment shall be Tested and Balanced in accordance with ASHRAE, SMACNA and NEBB requirements.

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.

1.12 TEMPORARY FACILITIES AND CONTROLS

A. Streets, Drives, and Walks:

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

2. 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.

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

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b. 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:

1. 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.

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

3. 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.

4. 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.

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

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

1.13 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.

1.14 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. Unless noted otherwise, 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 building and the Site are in a clean condition when they are 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:

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

2. The proposed method of collection and transport.

3. The location of proposed disposal and recycling facilities.

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

a. 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.

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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.

1. 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.

2. 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. Before project is accepted as completed the contractor shall provide complete training documents and training to Base Employees in two different sessions on all of the HVAC, CONTROLS and Fire Protection Equipment that will be recorded and given to Project Manager in timely fashion.

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

1. Cardboard.

2. Rubble (asphalt and concrete).

3. Recycled cementitious materials (in concrete mix).

4. Brick.

5. Metals.

6. Wood.

7. Plastic.

8. Insulation.

9. Roofing.

10. Glass.

11. Acoustical ceiling panels.

12. Carpet.

13. Polyvinyl chloride piping.

14. R-22 refrigerant.

15. Ballasts.

16. 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.

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1.15 RECORD DOCUMENTS

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

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

1. 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.

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

3. 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.

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

1. This manual shall serve as a reference to the products for potential maintenance and repair purposes and will be basis for training and refresher courses for future employees.

2. 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.

3. As applicable to the Contract:

a. This manual shall cover products such as:

1) Concrete.

2) Unit masonry.

3) Interior woodwork.

4) Steel studs.

5) Insulation.

6) Roofing.

7) Metal wall panels.

8) Sealants.

9) Door and door frames.

10) Gypsum board.

11) Door hardware.

12) Ceramic tile.

13) Paint.

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

Government.

14) Toilet accessories

15) Plumbing fixtures.

16) HVAC equipment.

17) Lighting components.

18) Fire detection equipment

19) Similar products.

20) Recorded Training Document for HVAC and Heat Trace Controls

USAFR ZQEL 16-0015 Page 13 of 14

b. This manual shall present product information such as:

1) Catalog cut sheets.

2) Manufacturer’s names.

3) Brand names.

4) Model/serial/part numbers or product types.

5) Color names/codes and the like.

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

4. 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:

a. The Contract number.

b. The Project number.

c. The Project title.

d. The submittal number.

e. The contents of the binder.

1.16 PHOTOGRAPHY PERMIT

A. Prior to taking any photographs or video recordings – 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:

1. The Contract number.

2. The term of the Contract.

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

4. Proposed dates and times to be accomplished.

5. Reason for photography complete with justification.

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

B. 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.

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

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

a. Digital Versatile Disc (DVD).

b. Video Home System (VHS).

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

a. The Contract number.

b. The Project number.

c. The Project title.

d. The date taken.

PART 2 – PRODUCTS – Not Used

PART 3 – EXECUTION – Not Used

USAFR ZQEL 16-0015 Page 14 of 14

END OF SECTION 01 00 00

USAFR ZQEL 16-0015 Page 1 of 2

Submittal Descriptions 01 30 01

SECTION 01 30 01 - SUBMITTAL DESCRIPTIONS

PART 1 – GENERAL

1.1 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.

1.2 SUBMITTAL CLASSIFICATION

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

1. The Contract Clauses.

2. 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.

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

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

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

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

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

a. Relationship of various components of the Work.

b. Schematic diagrams of systems.

c. Details of fabrication.

d. Layouts of particular elements.

e. Connections.

f. Other relational aspects of the work.

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

6. 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.

7. 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.

8. 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:

a. Documenting procedures.

USAFR ZQEL 16-0015 Page 2 of 2

Submittal Descriptions 01 30 01

b. Acceptability of methods or personnel.

c. Qualifications.

d. Other verifications of quality.

9. 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.

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

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

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

13. 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:

a. Be dated after the award of this Contract.

b. State the Contractor’s name and address.

c. Name the Project and its location.

d. List the specific requirements that are being certified.

14. 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.

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

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

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

18. 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

END OF SECTION 01 30 01

USAFR ZQEL 16-0015 Page 1 of 5

Submittal Procedures 01 33 00

SECTION 01 33 00 - SUBMITTAL PROCEDURES

PART 1 – GENERAL

1.1 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, including

– but not limited to – the following.

1. SECTION 01 00 00 – GENERAL REQUIREMENTS: Other required submittals:

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

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

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

d. Marked-up Contract Drawings.

e. The Manual of Information.

f. 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.

1.2 REFERENCES

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

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

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

3. The Contract Progress Schedule (AF Form 3064).

1.3 DEFINITIONS

A. Submittals requiring "Government approval":

1. "Government approval" is required for:

a. Extensions of design.

b. Critical materials.

c. Deviations.

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

e. Other items as designated by the Contracting Officer.

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

USAFR ZQEL 16-0015 Page 2 of 5

B. Approved Submittals:

1. 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.

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

C. 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.

1. 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

3.1 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:

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

USAFR ZQEL 16-0015 Page 3 of 5

2. Descriptive literature including – but not limited to:

a. Catalog cuts.

b. Diagrams.

c. Operating charts or curves.

3. Test reports.

4. Test cylinders.

5. Samples

6. Operations and maintenance manuals (including parts list).

7. Certifications.

8. Warranties.

9. 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.

3.2 SUBMITTAL REGISTER

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

3.3 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.

3.4 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.

USAFR ZQEL 16-0015 Page 4 of 5

3.5 SUBMITTAL PROCEDURE

A. Submittals shall be made as follows:

1 Schedule:

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

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

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

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

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

2 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.

3.6 NOT USED

3.7 GOVERNMENT - APPROVED SUBMITTALS

A. 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.

END OF SECTION 01 33 00

USAFR ZQEL 16-0015 Page 5 of 5

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