504_Remodel_Specifications_ZQEL_14-0005.pdf

PROJECT SPECIFICATIONS

ZQEL 14-0005

REPAIR BASE CONTRACTING AND CIVIL

ENGINEERING SQUADRON FACILITY, B504

910TH AIRLIFT WING

3976 KING GRAVES ROAD

YOUNGSTOWN REGIONAL AIRPORT

VIENNA, OHIO 44473-5931

PREPARED FOR

DEPARTMENT OF THE AIR FORCE

910TH 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

APRIL 7, 2016

USAFR ZQEL 14-0005 Page 1 of 4 910th Airlift Wing, Youngstown Air Reserve Station Star Consultants, Inc.

Repair Base Contracting and Civil Engineering Squadron, B504

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 04 05 13 Masonry Mortaring 04 20 00 Unit Masonry 04 21 13 Brick Masonry

Division 05 – Metal 05 12 00 Structural Steel Framing 05 40 00 Cold-Formed Metal Framing 05 50 00 Metal Fabrication 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

Division 07 – Thermal and Moisture Control 07 21 00 Building 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 13.1 Exterior Aluminum-Framed Entrances 08 41 13.2 Interior Aluminum-Framed Entrances 08 41 13.3 Interior Aluminum-Framed Storefront 08 51 13.4 Aluminum Windows

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08 56 19 Pass-Thru 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 68 13 Tile Carpeting 09 72 00 Presentation Dry Erase Wallcovering 09 91 00 Painting

Divisions 10 – Specialties 10 14 00 Signage 10 20 00 Louvers and Vents

10 22 26 Operable Partition 10 44 13 Fire extinguisher Cabinets

10 56 00 Storage Shelving and Support Brackets

Divisions 11– Not Used

Divisions 12 – Furnishings 12 36 61 Solid Surfacing 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 13 Wet 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 07 19 Plumbing Insulation 22 10 00 House Lines-Gas 22 11 16 Domestic Water Piping 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

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Repair Base Contracting and Civil Engineering Squadron, B504

Table Of Contents 00 01 10

23 05 13 Common Motor requirements for HVAC Equipment 23 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 VRF 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 Chemical Water Treatment System 23 30 10 General Duct Requirements 23 31 13 Low and Medium Velocity Ductwork 23 34 00 Fans 23 36 00 Air Terminal Units (VAV Boxes) 23 36 13 Registers, Grilles and Diffusers 23 52 22 Condensing High Efficiency Boiler 23 73 13 Indoor Air Handling Units 23 82 39.13 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 36 00 Transfer Switches 26 51 00 Lighting

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

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

Divisions 29 through 30

Division 31 - Earthwork 31 00 00 Earthwork

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31 20 00 Earth Moving

Division 32 – Exterior Improvements – NOT USED

Division 33 - Utilities 33 30 00 Sanitary Sewage Utilities

END OF DOCUMENT

USAFR ZQEL 14-0005 Page 1 of 12

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 B504, on Youngstown Air Reserve Station, Vienna OH.

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

1. Architectural

i. Building B504 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. These structures will have individual offices, a conference area and toilet rooms.

iii. As part of the demolition the existing asbestos will be remove in the north-west office area and on the piping. The asbestos wall and ceiling panels in the mechanical room will remain.

iv. The existing exterior wood windows will be replaced with aluminum operable sliding windows. The window size will be enlarged to the original opening size.

v. 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. An operable wall with an SCT of 56 will be installed to divide the training room in half. To support the operable wall, three new steel columns and two beams will be added.

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

vii. At the underside of the roof, batt insulation will be added to increase the roof insulation.

viii. Carpet tiles will be installed in the offices, training room and conference room.

Porcelain tile flooring will be installed in the main corridor, break room and storage rooms. The north and south vestibule will have walk-off mat with porcelain tile base.

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

2. Mechanical

i. The HVAC system will be designed in accordance with the 2010 International Mechanical Code adopted by Ohio’s 2011 Mechanical Code.

ii. The Building will be prepared for Monday through Friday weekly operation of Air Force Reserve Staff and 175 reserves on the weekend with officers training them.

iii. The project includes demolition of existing HVAC system that includes hydronic heating, cooling and base board system with exception of a split Data Room Unit that will be retained as it was installed recently and is in good shape.

iv. The new work will include two Air Handling Units, dX condenser units with hydronic heating. 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 now may require quarterly/constant testing, inspection and monitoring to mitigate Legionnaire disease as recently passed by NEW YORK City due to recurring issues and the aesthetics and space constrains were a consideration in continued use of dX system.

v.

vi. Two 750 MBH boilers with their primary pumps, and fan powered VAV Boxes as per plans. The VAV Boxes include some boxes serving Windows and large conference room to have Hot Water Coils. 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.

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

viii. The goal is to provide good Indoor Air Quality when up to 175 reserves report for work, study in training rooms on weekends, and operate building efficiently without using so much energy when full time staff works during weekdays.

ix. A BACNet compatible Building Automation system (BAS) 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. BAS system will also have set back temperatures when building is not occupied.

x. All HVAC piping and ducts will have IBC 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

USAFR ZQEL 14-0005 Page 3 of 12 completed system will be tested and balanced to conform the Engineer’s design intent.

3. 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, and Military and Federal regulations.

ii. The drinking water requires NSF/ANSI 60 compliance for drinking water for control of LEAD, as such old existing hot water boilers and sink faucet and related valves are being changed with NSF stamped valves that are lead free and meet ANSI requirements.

iii. An Ice Maker in the refrigerator will be provided with filter and water connection as well as a disposer will be added to break room sink where a refrigerator will be replaced.

iv. One 100 gallon 199 MBH hot water heater is included in the mechanical scope at this time. The current combined flue from Hydronic Boiler and Potable water heater has to be replaced to meet next 25 to 40 years requirements.

v. It is proposed that flue of two system be separated and UL listed, this may require new penetration in the roof or wall. The openings to mechanical room to maintain boiler law are not quiet at 10 feet from floor, it was discussed with project manager, at this time this mechanical room has negligible risk, so those openings as they have worked in past will be maintained and adjusted for additional loads as required.

4. 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.

5. 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

USAFR ZQEL 14-0005 Page 4 of 12 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 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

USAFR ZQEL 14-0005 Page 5 of 12 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 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.

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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.

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.

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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.

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)

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

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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.

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

USAFR ZQEL 14-0005 Page 9 of 12 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.

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. 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.

1.15 RECORD DOCUMENTS

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

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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.

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.

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.

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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

END OF SECTION 01 00 00

USAFR ZQEL 14-0005 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.

b. Acceptability of methods or personnel.

c. Qualifications.

USAFR ZQEL 14-0005 Page 2 of 2

Submittal Descriptions 01 30 01

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

AF FORM 66, 19891001 (EF-V1) PREVIOUS EDITION WILL BE USED.

SCHEDULE OF MATERIAL SUBMITTALS

PROJECT NUMBER PROJECT TITLE SOLICITATION/CONTRACT NUMBER

ZQEL 14-0005

REPAIR BASE

CONTRACTING AND CIVIL

ENGINEERING SQUADRON

FACILITY, B504

TO BE COMPLETED BY CONTRACTOR TO BE COMPLETED BY CONTRACT ADMINISTRATOR

L

IN

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ITEM, CONTRACT REFERENCE,

TYPE OF SUBMITTAL

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DIS-

APPROVED

DIVISION 01 – Gen’l Rqmts Waste Disposal Plan

01000, 11.E QA/QC Procedure

Monthly Report of Construction Debris

– Disposed of 01000, 11.G

QA/QC Report

Monthly Report of Construction Debris

– Recycled 01000, 11.I

QA/QC Report

Marked-Up Contract Drawings

01000. 12.B.3 Closeout Submittal

Manual(s) of Information

01000, 12.C

Environmental Protection Plan 01570, 1.05.A

Informational Submittal

Sediment and Erosion Plan

01570, 3.01.A.1.b

Request to Use Laser Devices

01570, 3.06.C Action Submittal

PROJECT NUMBER PROJECT TITLE SOLICITATION/CONTRACT NUMBER

ZQEL 14-0005

REPAIR BASE

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APPROVED

Substitution Request (if req’d)

01732, 1.03.B

Request for Cutting & Alteration

01732, 1.03.C.1

Notice of Times and Dates

01732, 1.03.C.2 Informational Submittals

Demolition Procedures and Operational Sequence

01736, 1.04.A

Asbestos Abatement/ Encapsulation/Remediation

01736, 1.04.A (if req’d)

DIV’N 02 – Site Construction Trenching Test Reports

02317, 1.04.A

Trenching Project record Documents

02317, 1.04.B

Portland Cement Paving Product Data

02751, 1.04.A.1

PROJECT NUMBER PROJECT TITLE SOLICITATION/CONTRACT NUMBER

ZQEL 14-0005

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APPROVED

Concrete Paving Design Data

02751, 1.04.A.2.a

Concrete Paving Test Reports

02751, 1.04.A.2.b

Concrete Paving Sustainable Design Submittals

(Recycled Content) 02751, 1.04.A.3

Sidewalks Design Data

02775, 1.04.A.2.a

Sidewalks Test Reports

02775, 1.04.A.2.b

Hydro-Seeding Certificates

02927, 1.03.A

Hydro-Seeding Sustainable Design Submittals

(Recycled Content) 02927, 1.03.B

DIVISION 04 – Masonry Masonry Product Data

04001, 1.04.A.1 Action Submittals

PROJECT NUMBER PROJECT TITLE SOLICITATION/CONTRACT NUMBER

ZQEL 14-0005

REPAIR BASE

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APPROVED

Mortar Samples for Selection

04001, 1.04.A.2 Actions Submittal

DIVISION 06 – Wood, Plastics, and Composites

PLAM Samples for Selection 06001, 1.04.B.1.a

DIVISION 07 – Thermal & Moisture Protection

Metal Wall Panel Product Data 07421, 1.04.B.1

Metal Wall Panel Samples for Verification

07421, 1.04.B.2

Manufacturers Instructions

07421, 1.04.C.1

Sustainable Design Submittals

(Recycled Content) 07421, 1.04.C.2

Sheet-Metal Roofing Product Data 07611, 1.05.A

Sheet-Metal Roofing Shop Drawings 07611, 1.05.B

PROJECT NUMBER PROJECT TITLE SOLICITATION/CONTRACT NUMBER

ZQEL 14-0005

REPAIR BASE

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Sheet-Metal Roofing Samples for Verification

07611, 1.05.C

Seamless Gutters Certificate

07631, 1.05.B.1

Seamless Gutters Sustainable Design Submittals

(Recycled Content) 07631, 1.05.B.1

Horizontal Snow Guards Product Data

07725, 1.04.A.1

Shop Drawings 07725, 1.04.A.2

Samples for Verification

07725, 1.04.A.3

Sustainable Design Submittal

(Recycled Content) 07725, 1.04.B.1

Joint Sealants Product Data and Samples

07920, 1.04.A

PROJECT NUMBER PROJECT TITLE SOLICITATION/CONTRACT NUMBER

ZQEL 14-0005

REPAIR BASE

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Joint Sealants Certificates

07920, 1.05.A

Joint Sealants Manufacturers Instructions

07920, 1.05.B

DIVISION 08 – Openings Hollow-Metal

Product Data & Shop Drawings 08111, 1.05.B.1 and 2

Hollow-Metal Certificates

08111, 1.05.C.1

Manufacturers Instructions

08111, 1.05.C.2

Sustainable Design Submittals

(Recycled Content) 08111, 1.05.C.3

Door Hardware Product Data & Schedule

08710, 1.04.A

Glazing Product Data

08800, 1.05.A

PROJECT NUMBER PROJECT TITLE SOLICITATION/CONTRACT NUMBER

ZQEL 14-0005

REPAIR BASE

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Glazing Certificates

08800, 1.05.B.1.a, b, and c

Glazing Test Reports

08800, 1.05.B.2

DIVISION 09 – Finishes Gypsum Board Product Data

09290, 1.04.B

Tiling Product Data

09300, 1.05.B.1

Tiling Samples for Selection

09300, 1.05.B.2

Tiling Certificates 09300, 1.05.C.1

Tiling Test Reports

09300, 1.05.C.2

Tiling Operation and Maintenance Data 09300, 1.05.D.1

PROJECT NUMBER PROJECT TITLE SOLICITATION/CONTRACT NUMBER

ZQEL 14-0005

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Acoustical Panel Ceilings Samples for Verification

09511, 1.04.A.1

Resilient Flooring Product Data

09650, 1.04.A

Resilient Flooring Samples for Verification

09650, 1.04.B

Resilient Flooring Manufacturers Instructions

09650, 1.04.C

Carpeting Product Data

09680, 1.05.B.1

Carpeting Samples

09680, 1.05.B.2

Wall Covering Samples

09723, 1.04.A

Wall Covering Maintenance Data

09723, 1.04.B

PROJECT NUMBER PROJECT TITLE SOLICITATION/CONTRACT NUMBER

ZQEL 14-0005

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Acoustic Blanket Insulation Manufacturers Instructions

09821, 1.04.B.1

Acoustic Blanket Insulation Sustainable Design Submittals

(Recycled Content) 09821, 1.04.B.2

Painting and Coating Product Data and Schedule

09900, 1.04.A.1 and 2

Painting and Coating Samples

09900, 1.04.A.3

DIVISION 10 – Specialties HDPE Toilet Partitions

Product Data & Shop Drawings 10170, 1.04.B.1 and 2

HDPE Toilet Partitions Manufacturers Instructions

10170, 1.04.C.1

HDPE Toilet Partitions Sustainable Design Submittals

(Recycled Content) 10170, 1.04.C.2

Tlt Accessories Product Data

10281, 1.04.B

PROJECT NUMBER PROJECT TITLE SOLICITATION/CONTRACT NUMBER

ZQEL 14-0005

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Window Blinds Product Data

12210, 1.04.B.1

Window Blinds Shop Drawings

12210, 1.04.B.2

Window Blinds Samples for Selections

12210, 1.04.B.3

Certificates & Mfrs Instructions

12210, 1.04.C

Maintenance Data

12210, 1.04.D

Duct Free Split System Air Conditioners

15126, 1.04.A Shop Drawings & Product Data

Conditioners

15126, 1.04.B Wiring Diagrams & Certification of Factory Testing

Conditioners

15126, 1.04.C Field Reports

PROJECT NUMBER PROJECT TITLE SOLICITATION/CONTRACT NUMBER

ZQEL 14-0005

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APPROVED

Duct Free Split System Air Conditioners

15126, 1.04.D Specified Performance Reports

Conditioners

15126, 1.04.E Manufacturer's Start-Up

Instructions

Refrigerant Piping

15171, 1.04.A

Pipe Hangers And Supports

Section 15178, 1.04.A

Piping Insulation

15179, 1.04.A Product Data

15179, 1.04.B

Manufacturer’s Start-Up Instructions

15179, 1.04.C

List of materials

Plumbing Piping

15200, 1.04.A and B

PROJECT NUMBER PROJECT TITLE SOLICITATION/CONTRACT NUMBER

ZQEL 14-0005

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APPROVED

Plumbing Fixtures

15220, 1.04.A

Plumbing Fixtures

15220, 1.04.A Maintenance Data

Wet-Pipe Sprinkler Systems 15300, 1.04.A

Shop Drawings, Product Data & Hydraulic Calculations

Wet-Pipe Sprinkler Systems 15300, 1.04.B

Manufacturer’s Maintenance Data

Dry-Pipe Sprinkler Systems 15310, 1.04.A

Shop Drawings, Product Data & Hydraulic Calculations

Dry-Pipe Sprinkler Systems 15310, 1.04.B

Manufacturer’s Maintenance Data

DIVISION 16 – Electrical Interior & Exterior Ltg. Fixtures

16511, 1.04.A

Interior & Exterior Ltg. Fixtures 16511, 1.04.B Operation and

Maintenance Data

PROJECT NUMBER PROJECT TITLE SOLICITATION/CONTRACT NUMBER

ZQEL 14-0005

REPAIR BASE

CONTRACTING AND CIVIL

IN

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TYPE OF SUBMITTAL

NUMBER OF COPIES REQUIRED

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APPROVED

Interior & Exterior Ltg. Fixtures

16511, 1.04.C Warranties

THIS PAGE INTENTIONALLY LEFT BLANK.

USAFR ZQEL 14-0005 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…