Attachment 1f Amended Specifications_Am02_6.26.25.pdf

Technical Specifications 100% Design_Am02 FAA Hangar 09 (Building #10)

Work Order 6973GH-22-F-01701 Building Renovations

SUMMARY OF WORK 010100 - 1

SECTION 010100 - SUMMARY OF WORK

Amendment 02 Description � Clarified demolition work in occupied areas shall be after hours and demolition work in unoccupied areas can be during normal business hours.

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Work Description.

B. Base Bid

C. Options

D. Work Not Included

E. Phasing Requirements

F. Contractor use of site and premises.

G. Permits and Licenses.

H. Schedule of Values

I. Owner Occupancy.

1.2 RELATED SECTIONS

A. A. Section 010300 � Options � Description of Options.

1.3 WORK DESCRIPTION

A. Work Location: Federal Aviation Administration, Mike Monroney Aeronautical Center, Hangar

09 (Building #10).

B. Completion of Work: The Contractor shall be required to (a) commence Work under this contract within the designated calendar days after the date the Contractor receives the notice to proceed, (b) execute the Work diligently, and (c) complete the entire Work ready for occupancy and use. All Work is to be completed within the Period of Performance (PoP) to be specified by the Contracting Officer when the contract is awarded.

C. BASE BID: Including, but not limited to the following. Refer to all contract documents for full scope.

1. Renovate all existing restrooms per the contract documents (drawings and specifications).

a. Plumbing fixtures and restroom accessories shall be upgraded to meet all applicable building and civil codes and other federal, state, city, and local ordinances and regulations.

b. Reconfigure and modify the water and sanitary systems at all restrooms being renovated and as indicated in the contract documents.

SUMMARY OF WORK 010100 - 2

c. Finishes will be updated to meet current FAA finish standards.

d. Replace drinking fountains with filtered bottle filler fountains.

2. Lighting and finishes upgrade.

a. Remove existing exit signs and provide and install new LED exit signs.

b. Remove existing interior non-LED light fixtures and provide and install new interior LED fixtures.

c. Provide and install a new lighting control system.

d. Replace existing ceiling tile and grid in locations with lighting replacement work and in all stairwells.

e. Replace existing carpet tile and wall base in locations with lighting work, wall configuration changes, or where existing is worn or damaged.

f. Patch, repair, and paint existing walls in locations where carpet tile is replaced and in all stairwells.

3. Life safety and accessibility construction requirements.

a. Seal penetrations within the fire barriers separating the hangar high bays from the hangar administration spaces with fire rated sealant or fire stops.

b. Remove and seal abandoned air transfer openings in stairways.

c. Infill resulting openings to maintain wall fire rating

d. Adjust doors on path of egress to meet accessible push/pull clearances where indicated in the contract documents, including changing door swing directions, and enlarging door widths.

e. Replace stair treads at existing stairs where indicated in the contract documents to reduce potential trip hazards.

f. Construct accessible egress ramps at 1st floor exit doors currently lacking accessible means of egress. See contract drawings for locations.

g. Provide and install �NO EXIT� door signs on unmarked doors that could be confused for exit doors.

h. Provide and install emergency exit signage at exterior doors where indicated on the contract drawings.

i. Provide and install additional fire extinguisher and eyewash station signage on existing columns below the netting in the hangar High Bays.

j. Enclose existing ducts that pass-through stairwells in fire rated chases.

k. Modify existing sprinkler system components in areas of renovation to provide complete coverage. Provide and install new sprinkler system components where required. Do not reuse existing sprinklers that were previously removed.

l. Replace all fire alarm notification and initiating devices within Hangar 09 with new devices compatible with the existing fire alarm panel.

4. Mechanical and Plumbing construction requirements.

a. Remove all existing pneumatic combination smoke/fire dampers and their associated control actuators and replace with electronic smoke/fire dampers and electric actuators.

b. Remove existing pneumatic control compressor.

SUMMARY OF WORK 010100 - 3

c. Adjust existing diffuser layout to accommodate new lighting layout.

d. Provide and install new return air pathways in areas where existing lights and troffers are replaced with LED lights.

e. Replace drinking fountains with filtered bottle filler fountains.

f. Reconfigure and modify the water and sanitary systems at all restrooms being remodeled as part of the architectural scope.

5. Miscellaneous construction requirements.

a. Repaint all hangar high bay walls, removing and reinstalling bird netting as required. Paint as scheduled in the contract drawings.

b. Repaint and restripe the Hangar 8 High Bay floors to match existing.

c. Remove existing RF shielding walls, floors, and ceilings at Hangar 09 3rd floor east and replace with stud and drywall construction, new ceilings, and flooring.

d. Renovate break room at Hangar 9 3rd floor east located in RF shielded room.

D. BID OPTION(S)

1. Bid Option No. 01:

E. WORK NOT INCLUDED:

1. Furnishing or installation of new or existing furniture, except as specifically noted.

2. Abatement of asbestos containing material (ACM); however, ACM removal must be accommodated by the contractor in the overall construction schedule.

1.4 PHASING REQUIREMENTS

A. Refer to Architectural drawings for Phasing recommendations.

B. The contractor shall give at least ten working days� notice before any scheduled interruption of utilities, electrical service, and communication to any areas included in the scope of the project.

C. The contractor shall obtain and abide by all applicable requirements of the FAA Construction

Safety and Phasing plans as required by the FAA project manager.

D. Refer to other paragraphs in this section for specific definition of the phases of this project.

Trade-specific definitions are further described in other Divisions of the Project Specifications.

1.5 CONTRACTOR USE OF SITE AND PREMISES

A. Limit use of site and premises to allow:

1. Owner occupancy:

a. FAA will require access and partial occupation of adjacent building areas during construction. The first floor of the existing AN2 Building will be occupied during construction.

SUMMARY OF WORK 010100 - 4

B. Access to Site: Coordinate site access and staging areas with FAA project manager prior to commencement of work.

C. Security Requirements: Contractor shall comply with all applicable FAA, and MMAC security directives while performing Work of this contract.

D. User / Owner Occupancy: Time Restrictions � Work shall be conducted between 6:00 a.m. and

6:00 p.m. on normal government workdays. No work shall occur at night, or on Saturday�s, Sunday�s or designated government holidays unless approved by the Contracting Officer seven

(7) days in advance.

1. All demolition, in occupied areas, including the removal of the existing concrete slab, sub-soil removal below existing concrete slab, demolition and removal of interior GWB and CMU partitions, windows, floor, wall and ceiling finishes, HVAC equipment and ductwork, plumbing and waste lines and vents, electrical demolition and removal, and any or all other items related to demolition, shall be between the hours of 6:00 P.M and

6:00 A.M Monday thru Friday. Work on the demolition, in occupied areas, may also be accomplished on weekends and approved government holidays. Work during these times

(weekend and government holidays), must be pre-approved and scheduled in advance.

Provide a minimum of seven (7) days prior notice to AMP-400, Project Manager, Mike

Monroney Aeronautical Center, 405-954-0432 to coordinate scheduling of any work to be done outside of the occupants normal working hours. Demolition in unoccupied areas may be performed during regular business hours.

E. Utility Outages and Shutdown: Coordinate with the Project Manager at 405-954-0432. Outages affecting FAA Operations are required to be accomplished at night, or on Saturday�s, Sunday�s, or designated government holidays. Prior to any outage or shutdown, fourteen (14) working days notification must be made to coordinate scheduling of any Work to be performed during any hours.

1.6 PERMIT AND LICENSES

A. Contractor shall secure and pay for all permits, licenses, special inspections, etc. required in the execution of the Work, whether of a permanent or temporary nature. All permits shall be obtained and paid for from the City of Oklahoma City and other required agencies having jurisdiction.

1.7 SCHEDULE OF VALUES

A. The successful bidder will be required to, within 20 days after the date established as the Notice to Proceed, submit to the FAA a detailed schedule of values that clearly sets forth the scheduled prices for each component of the project.

B. This Project will be required to comply with the "Buy American Act."

1.8 OWNER OCCUPANCY

A. The Owner will require access to all utilities and services located in and around the project site.

END OF SECTION

CONSTRUCTION FACILITIES AND

TEMPORARY CONTROLS 015000 - 1

SECTION 015000 - CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

PART 1 � GENERAL

Amendment 02 Description � Clarification to Temporary Lighting & added FOD plan.

1.1 SECTION INCLUDES

A. Temporary Utilities: Electricity, lighting, heat, ventilation, telephone service, water, and sanitary facilities.

B. Temporary Controls: Barriers, enclosures and fencing, protection of the Work, and water control.

C. Construction Facilities: Progress cleaning.

1.2 RELATED SECTIONS

A. Section 015900 � Field Offices and Sheds.

B. Section 017000 - Contract Closeout: Final cleaning.

1.3 TEMPORARY ELECTRICITY

A. Connect to FAA's existing power service. Do not disrupt FAA�s need for continuous service.

FAA will pay cost of energy used. Exercise measures to conserve energy.

1.4 TEMPORARY LIGHTING

A. Permanent building lighting may be utilized during construction. It will be the responsibility of the Contractor to turn the lights off at the end of each day. FAA will pay cost of energy used.

B. Temporary lighting will be required in all areas of the project where lights are temporarily removed. Minimum temporary lighting levels shall be maintained in these areas to meet the requirements of OSHA 1926.56 for egress. Temporary lighting levels may be increased, as required, to perform the work required in each area.

1.5 TEMPORARY HEAT

A. Contractor is responsible for paying for and maintaining temporary heating devices used or required during construction. Exercise measures to conserve energy

1.6 TEMPORARY VENTILATION

CONSTRUCTION FACILITIES AND

TEMPORARY CONTROLS 015000 - 2

A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases.

B. Utilize existing ventilation equipment. Extend and supplement equipment with temporary fan units as required to maintain clean air for construction operations.

1.7 TEMPORARY TELEPHONE

A. Contractor will be required to provide cellular or mobile phone service. FAA telephone service will not be available.

1.8 TEMPORARY WATER SERVICE

A. Connect to existing water source for construction operations.

B. FAA will pay cost of water used. Exercise measures to conserve water

C. Extend branch piping with outlets located so water is available by hoses with threaded connections. Provide temporary pipe insulation to prevent freezing.

1.9 TEMPORARY SANITARY FACILITIES

A. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use by construction personnel. Comply with requirements of authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities.

B. At the end of construction, remove all temporary sanitary facilities and return site where located to same or better condition as originally found.

1.10 BARRIERS

A. Provide barriers to prevent unauthorized entry to construction areas to allow for FAA�s use of site and to protect existing facilities and adjacent properties from damage from construction operations.

B. Provide barricades required by governing authorities for public rights- of-way and for public access to existing building.

C. Protect non-owned vehicular traffic, stored materials, site, and structures from damage.

1.11 PROTECTION OF INSTALLED WORK

A. Protect installed Work and provide special protection where specified in individual specification

Sections.

B. Provide temporary and removable protection for installed Products. Control activity in

CONSTRUCTION FACILITIES AND

TEMPORARY CONTROLS 015000 - 3

immediate work area to prevent damage.

C. Cover and protect all existing furniture and equipment from damage and dust during the entirety of the construction. Do not stand on or set construction materials on any of the existing furniture or equipment. Any damage to existing furniture and equipment during construction of this project shall be repaired or replaced by the contractor at no additional cost to the FAA.

Whether the damaged items are repaired or replaced by the contractor will be up to the discretion of the CO.

D. Contractor shall protect all existing to remain construction. Any damage to adjacent existing to remain construction shall be repaired or replaced by the contractor at no additional cost to the

FAA. Whether the damaged items are repaired or replaced by the contractor will be up to the discretion of the CO.

1.12 PROGRESS CLEANING AND WASTE REMOVAL

A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition.

B. Collect and remove waste materials, debris, and rubbish from site daily and dispose off-site.

C. Submit Foreign Object Debris (FOD) plan for FAA review 30 days prior to starting work on the Flightline.

PART 2 - PRODUCTS

Not Used

PART 3 - EXECUTION

The Contractor may use existing utilities without charge, if available; however, the Contractor, at his own expense and in a workmanlike manner satisfactory to the Contracting Officer, shall furnish, install, and maintain all necessary temporary connections and distribution lines, and shall remove same prior to final acceptance of the construction.

STORM WATER POLLUTION PREVENTION 015723 - 1

SECTION 015723 - STORM WATER POLLUTION PREVENTION

Amendment 02 Description � New Specification Section.

PART 1 � GENERAL

1.1 SCOPE:

A. Implementation of the Storm Water Pollution Prevention Plan (SWP3) and adherence to the City of Oklahoma City, �Best Management Practices Manual for the Storm Water Quality Management

Division, March 2013�, the �General Permit, OKR10, for Storm Water Discharges from

Construction Activities Within the State of Oklahoma, Oklahoma Department of Environmental

Quality, Water Quality Division, September 13, 2012� and �Storm Water Pollution Prevention

Plan� document.

1.2 REFERENCES:

A. The publications listed below form a part of this specification and may be referred to in the text by the basic designation only.

a. Oklahoma Department of Environmental Quality (ODEQ)

B. OKR10 - General Permit for Storm Water Discharges from Construction Activities within the

State of Oklahoma, September 13, 2012

a. City of Oklahoma City Public Works Department

b. Best Management Practices (BMP) Manual, March 2013

C. OKC-SWQ - Oklahoma City Storm Water Quality Division, Notice of Intent (NOI) for Storm

D. Form C1 - Water Discharges Associated with Construction Activity Under the OPDES General

Permit

E. OKC-SWQ - City of Oklahoma City, Notice of Termination (NOT) for Storm Water

F. Form C2 - Discharges Associated With Industrial or Construction Activity Under an OPDES

General Permit

G. All attached forms may be obtained from the following website: http://www.okc.gov/.

1.3 CONTRACTOR LIABILITIES FOR BASIC POLLUTION PREVENTION PLAN (PPP):

A. The Contractor or Subcontractor(s) shall comply with OKR10 and be responsible for completing and filing the attached OKC-SWQ Form C1 - Notice of Intent (NOI) and OKC-

SWQ Form C2 - Notice of Termination (NOT). Submit forms to:

Department of Public Works, Storm Water Quality Division, 420 West Main, Suite 700, Oklahoma City, Oklahoma 73102.

Include payment of the applicable fee with the NOI submittal.

STORM WATER POLLUTION PREVENTION 015723 - 2

B. For projects one (1) acre or larger in area, the Contractor shall complete ODEQ Notice of Intent

(NOI) form 640-571 and submit to:

Oklahoma Department of Environmental Quality, Water Quality Division, P.O. Box 1677, Oklahoma City, Oklahoma 73101-1677

Include payment of the ODEQ fee with the submittal. Also submit a copy of the ODEQ form to OKC DPW SWQ Division.

C. The Contractor and Subcontractor(s) shall comply with the Storm Water Pollution Prevention

Plan which consists of the Erosion Control Plan drawings and the "Storm Water Pollution

Prevention Plan document, which shall be completed by the Contractor and included with the drawings.

D. The Contractor and Subcontractor(s) implementing the storm water control measures shall complete the attached �Contractor Certification� form which shall be included with the storm water pollution prevention plan.

1.4 SUBMITTALS

A. The Contractor shall complete and submit the properly executed NOI documents to the Oklahoma

City Department of Public Works Storm Water Quality Division, ODEQ Water Quality Division, as required, and copies to the Architect-Engineer before commencement of construction. No building permit will be issued until all documents have been approved by OKC DPW.

B. The Contractor shall complete and submit the attached, �Land Disturbing Permit Application� to the Oklahoma City Department of Public Works Storm Water Quality Division, prior to any land disturbing activity.

1.5 SWPPP AVAILABILITY

A. One complete copy of the Storm Water Pollution Prevention Plan shall be available for inspection in the construction superintendent�s on-site office/trailer at all times.

1.6 PROJECT COMPLETION

A. At the completion of this project, the Contractor shall remove all pollution control devices and materials in place and they shall become the property of the contractor. The Contractor shall submit required Notice of Termination (NOT) forms to OKC DPW SWQ Division and ODEQ

Water Quality Division when all requirements listed in the Instructions for the NOT forms have been met.

CONSTRUCTION WASTE MANAGEMENT 017419 - 1

AND DISPOSAL

SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

PART 1 � GENERAL

Amendment 02 Description � Updated per latest FAA Standard Specification.

1.01 SUMMARY

A. Section includes administrative and procedural requirements for the following:

1. Salvaging non-hazardous demolition and construction waste.

2. Recycling non-hazardous demolition and construction waste.

3. Recycling demolition and construction universal waste.

4. Disposing of nonhazardous demolition and construction waste.

B. Related Sections:

1. Section 015000 Temporary Construction Facilities and Controls

2. Section 015723 Stormwater Pollution Prevention

3. Section 024100 Demolition.

C. Related Documents: Refer to the FAA Construction Waste Management Requirements for

Contracts (AMS Clause 3.6.3-22 Dated October 2024)

1.02 DEFINITIONS

A. Construction Waste: Building and site improvement materials and other solid waste resulting from construction, remodeling, renovation, or repair operations. Construction waste includes packaging.

B. Demolition Waste: Building and site improvement materials resulting from demolition or selective demolition operations.

C. Universal Waste: As regulated in Title 40 of the Code of Federal Regulations (CFR) in

Part 273, includes batteries, pesticides, mercury-containing equipment, lamps and aerosol cans.

D. Disposal: Removal off-site of demolition and construction waste and subsequent sale, recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction.

E. Mike Monroney Aeronautical Center (MMAC) � FAA Facility

F. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation for reuse.

G. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another facility.

H. Salvage and Reuse: Recovery of demolition or construction waste and subsequent incorporation into the Work.

1.03 PERFORMANCE REQUIREMENTS

A. In performance of this contract, the Contractor must establish a program to minimize waste

CONSTRUCTION WASTE MANAGEMENT 017419 - 2

AND DISPOSAL

generation, as well as recycle, reuse, and salvage construction and demolition (C&D) debris generated to the maximum extent possible. The Contractor must divert at least 55 percent weight of the total non-hazardous solid waste generated by the work from landfills and incinerators.

B. Practice efficient waste management in the use of materials in the course of the Work. Use all reasonable means to divert construction and demolition waste from landfills and incinerators. Facilitate recycling and salvage of materials, including the following:

1. Demolition Waste:

� Concrete

� Brick

� Carpet

� Ceiling Tiles

� Metal structural elements

� Asphalt

� Soil

� Equipment

� Metal Ductwork

� Metal Piping

� Electrical conduit

� Copper wiring

� Switchgear and panelboards

� Transformers

� Universal Waste

� Wood / Pallets

2. Construction Waste:

� Metal scraps

� Packaging: Regardless of salvage/recycle goal indicated in �General� Paragraph above, salvage or recycle 100 percent of the following uncontaminated packaging materials:

o Paper o Cardboard o Boxes o Plastic sheet and film o Polystyrene packaging o Wood crates / Pallets o Plastic pails

1.04 ACTION SUBMITTALS

A. Waste Management Plan: Submit plan within 15 days after contract award / Notice to

Proceed (NTP) prior to the start of construction activities. The plan must be found acceptable by the Contracting Officer's Representative (COR) or the COR's designated representative prior to the Contractor starting work.

B. Surplus Soil Analysis: Submit surplus soil analysis within 10 days of receiving results.

The analysis must meet EPA requirements for the disposal specified. If results are not

CONSTRUCTION WASTE MANAGEMENT 017419 - 3

AND DISPOSAL

approved for the disposal specified, a modification to the contract will be required.

1.05 INFORMATIONAL SUBMITTALS

A. Waste Reduction Progress Reports: Submit report by the 15th day of each month.

Include the following monthly information for all construction and demolition (C&D) waste:

1. FAA facility name and address, report date and reporting period, contract number and project name.

2. Date waste is removed from the facility.

3. Material Category

4. Generation-point of waste

5. Total quantity of waste in tons (including disposed, salvaged, recycled & reused)

6. The quantity of waste disposed in tons, method of waste material disposal, and reason why waste was not diverted.

7. Quantity of waste salvaged, both estimated and actual in tons

8. Quantity of waste recycled, both estimated and actual in tons

9. Quantity of waste reused, both estimated and actual in tons

10. Total quantity of waste recovered (salvaged plus recycled) in tons.

11. Total quantity of waste recovered (salvaged plus recycled) as a percentage of total waste.

B. Waste Reduction Calculations: Before request for Substantial Completion, submit calculated end-of-Project rates for salvage, recycling, and disposal as a percentage of total waste generated by the Work.

C. Records of Donations: Indicate receipt and acceptance of salvageable waste donated to individuals and organizations. Indicate whether organization is tax exempt.

D. Records of Sales: Indicate receipt and acceptance of salvageable waste sold to individuals and organizations. Indicate whether organization is tax exempt.

E. Recycling and Processing Facility Records: Indicate receipt and acceptance of recyclable waste by recycling and processing facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices.

F. Landfill and Incinerator Disposal Records: Indicate receipt and acceptance of waste by landfills and incinerator facilities licensed to accept them. Include manifests, weight tickets, receipts, and invoices.

G. Qualification Data: For waste management coordinator.

1.06 QUALITY ASSURANCE

A. Project Pre-Construction Meeting: Coordinate Waste Management Plan submittal and monthly reporting requirements.

1.07 WASTE MANAGEMENT PLAN

CONSTRUCTION WASTE MANAGEMENT 017419 - 4

AND DISPOSAL

A. General: Develop a waste management plan. Provide an overall strategy for managing

C&D debris associated with the project. Plan shall consist of waste identification, waste reduction work plan, handling and transportation procedures and cost/revenue analysis.

B. Waste Identification: Indicate anticipated types and quantities of demolition, site clearing and construction waste generated by the Work. Include estimated quantities by weight and assumptions for estimates.

C. Waste Reduction Work Plan: List each type of waste and whether it will be salvaged, recycled, or disposed of in landfill or incinerator. Include points of waste generation, estimated total weight of each type of waste, final disposition for each waste type, and handling and transportation procedures.

1. Salvaged Materials for Reuse: For materials that will be salvaged and reused in this Project (including relocating soil elsewhere on FAA property), describe methods for preparing salvaged materials before incorporation into the Work.

2. Salvaged Materials for Sale: For materials that will be sold to individuals and organizations, include list of their names, addresses, and telephone numbers.

3. Salvaged Materials for Donation: For materials that will be donated to individuals and organizations, include list of their names, addresses, and telephone numbers.

4. Recycled Materials: Include list of local receivers and processors and type of recycled materials each will accept. Include names, addresses, and telephone numbers.

5. Disposed Materials: Indicate how and where materials will be disposed of. Include name, address, and telephone number of each landfill and incinerator facility.

6. Handling and Transportation Procedures: Include method that will be used for separating recyclable waste including sizes of containers, container labeling, and designated location where materials separation will be performed.

PART 2 � PRODUCTS � Not Used

PART 3 � EXECUTION

3.01 PLAN IMPLEMENTATION

A. General: Implement approved waste management plan. Provide handling, containers, storage, signage, transportation, and other items as required to implement waste management plan during the entire duration of the Contract.

B. Waste Management Coordinator: Engage a waste management coordinator to be responsible for implementing, monitoring, and reporting status of waste management work plan.

C. Training: Train workers, subcontractors, and suppliers on proper waste management procedures, as appropriate for the Work occurring at Project site.

1. Distribute waste management plan to everyone concerned within three days of submittal return.

2. Distribute waste management plan to entities when they first begin work on-site.

Review plan procedures and locations established for salvage, recycling, and

CONSTRUCTION WASTE MANAGEMENT 017419 - 5

AND DISPOSAL

disposal.

D. Site Access and Temporary Controls: Conduct waste management operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

1. Designate and label specific areas on Project site necessary for separating materials that are to be salvaged, recycled, reused, donated, and sold.

2. Comply with Section 015000 "Temporary Facilities and Controls" for controlling dust and dirt, environmental protection, and noise control.

3. Comply with Section 015723 �Stormwater Pollution Prevention� for controlling stormwater run-off.

3.02 SALVAGING DEMOLITION WASTE

A. Salvaged Items for Reuse in the Work:

1. Clean salvaged items.

2. Pack or crate items after cleaning. Identify contents of containers.

3. Store items in a secure area until installation.

4. Protect items from damage during transport and storage.

5. Install salvaged items to comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make items functional for use indicated.

B. Salvaged Items for Owner's Use:

1. Clean salvaged items.

2. Pack or crate items after cleaning. Identify contents of containers.

3. Store items in a secure area until delivery to Owner.

4. Transport items to Owner's storage area designated by Owner.

5. Protect items from damage during transport and storage.

3.03 RECYCLING DEMOLITION AND CONSTRUCTION WASTE, GENERAL

A. General: Recycle paper and beverage containers used by on-site workers.

B. Recycling Incentives: Revenues, savings, rebates, tax credits, and other incentives received for recycling waste materials shall accrue to Owner.

C. Procedures: Separate recyclable waste from other waste materials, trash, and debris.

Separate recyclable waste by type at Project site to the maximum extent practical according to approved construction waste management plan.

1. Provide appropriately marked containers or bins for controlling recyclable waste until they are removed from Project site. Include list of acceptable and unacceptable materials at each container and bin.

a. Inspect containers and bins for contamination and remove contaminated materials if found.

2. Stockpile processed materials on-site without intermixing with other

CONSTRUCTION WASTE MANAGEMENT 017419 - 6

AND DISPOSAL

materials. Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust.

3. Stockpile materials away from construction area. Do not store within drip line of remaining trees or structures.

4. Store components off the ground and protect from the weather.

5. Remove recyclable waste from Owner's property and transport to recycling receiver or processor.

3.04 SURPLUS SOIL:

A. Soil Sampling and Testing: All soil must be sampled and tested prior to disposal or relocation on the MMAC. If designated elsewhere in the contract documents, the contractor will be responsible for sampling and testing the soil.

1. If contract documents indicate that soil will be tested by the contractor:

a. The contractor shall collect one (1) composite sample (composed of five (5) to seven (7) discrete subsamples) per 500 cubic yards of soil that will be removed from the construction site. Based on this, the contractor shall determine the number and frequency of samples that need to be collected from the soil excavations and generated stockpiles. The soil samples will be analyzed by

USEPA SW-846 methods for TPH, VOCs, SVOCs, RCRA metals, PCBs, and

Pesticides. In the unlikely event during excavation that a waste release is encountered, such as odor, etc., then VOC samples shall be collected as discrete, not composite, samples for analysis. Contractor shall assume up to ten

(10) additional discrete VOC samples may be required.

b. Soil analysis must be submitted to and approved by the FAA prior to moving soil from the site.

B. Soil Reuse, Relocation or Disposal: The contract documents will specify what will be done with the surplus soil, based on our current understanding of the soil�s properties. If the soil analysis is not acceptable for the specified action a contract modification will be required.

1. Surplus Soil Removed for Sale or Reuse Off Owner�s Property: If designated elsewhere in the contract documents, the contractor will remove and transport the surplus soil from the MMAC and legally dispose of it. Removed soil will be sold or reused to meet waste diversion requirements.

2. Surplus Soil Relocated on the MMAC: If designated elsewhere in the contract documents, the contractor will transport the surplus soil to a designated area on the

Owner�s property. The area will be designated prior to the start of construction.

a. The Contractor�s Oklahoma City Land Disturbance Permit, the Oklahoma

Department of Environmental Quality (ODEQ) General Permit (OKR-10), and the Storm Water Pollution Prevention Plan (SWPPP) must include the designated soil relocation area. Refer to Section 015723.

b. The Contractor is responsible for the installation and maintenance of erosion control devices at the designated soil relocation area. The Contractor is responsible for the repair and replacement of damaged erosion control devices

CONSTRUCTION WASTE MANAGEMENT 017419 - 7

AND DISPOSAL

at the designated soil disposal area.

c. No foreign / inorganic materials or rocks larger than 2 inches shall be mixed in with the relocated soil.

d. Spread soil 3� thick while maintaining the existing contours of the land. No soil will be relocated into wetland areas or stormwater run-off features.

3. Soil Disposal as Special Waste: If designated elsewhere in the contract documents, soil determined to be unsuitable for use as backfill shall be considered special waste.

The contractor will transport and legally dispose the unsuitable soil to a Non-

Hazardous Industrial Waste (NHIW) Landfill located in Oklahoma County and certified by Oklahoma Department of Environmental Quality (ODEQ). The contractor will coordinate with the FAA to profile and manifest the waste for transport to the landfill. Contractor shall transport unsuitable soil in a lined container.

3.05 Remove waste materials, including trash and debris, from surplus soil to the extent practicable prior to removing surplus soil from the construction site. Recycle waste materials if possible. Otherwise, remove waste materials and legally dispose at a construction debris landfill.

ROUGH CARPENTRY 061000 - 1

SECTION 061000 - ROUGH CARPENTRY

Amendment 02 Description � Removes pressure treated lumber requirement from project scope.

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Framing with dimension lumber.

2. Framing with engineered wood products.

3. Wood blocking.

4. Plywood backing panels.

1.2 ACTION SUBMITTALS

A. Product Data:

1. For each type of process and factory-fabricated product.

2. For preservative-treated wood products.

1.3 INFORMATIONAL SUBMITTALS

A. Material Certificates:

1. For dimension lumber specified to comply with minimum allowable unit stresses. Indicate species and grade selected for each use and design values approved by the ALSC Board of

Review.

2. For preservative-treated wood products. Indicate type of preservative used and net amount of preservative retained.

B. Evaluation Reports: For the following, from ICC-ES:

1. Wood-preservative-treated wood.

2. Fire-retardant-treated wood.

3. Engineered wood products.

4. Power-driven fasteners.

5. Post-installed anchors.

6. Metal framing anchors.

ROUGH CARPENTRY 061000 - 2

PART 2 - PRODUCTS

2.1 WOOD PRODUCTS, GENERAL

A. Lumber: Comply with DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, comply with the applicable rules of any rules-writing agency certified by the ALSC Board of Review. Grade lumber by an agency certified by the ALSC Board of

Review to inspect and grade lumber under the rules indicated.

1. Factory mark each piece of lumber with grade stamp of grading agency.

2. Dress lumber, S4S, unless otherwise indicated.

B. Maximum Moisture Content:

1. Boards: 15 percent.

2. Dimension Lumber: 15 percent for 2-inch nominal thickness or less; 19 percent for more than 2-inch nominal thickness unless otherwise indicated.

C. Engineered Wood Products: Acceptable to authorities having jurisdiction and for which current model code research or evaluation reports exist that show compliance with building code in effect for Project.

1. Allowable design stresses, as published by manufacturer, are to meet or exceed those indicated. Manufacturer's published values are to be determined from empirical data or by rational engineering analysis and demonstrated by comprehensive testing performed by a qualified independent testing agency.

2.2 PRESERVATIVE TREATMENT (Preservative Treated Lumber removed from project scope.)

A. Preservative Treatment by Pressure Process: AWPA U1; Use Category UC2 for interior construction not in contact with ground.

1. Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no arsenic or chromium. Do not use inorganic boron (SBX) for sill plates.

B. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. Do not use material that is warped or that does not comply with requirements for untreated material.

C. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review.

D. Application: Treat items indicated on Drawings, and the following:

1. Curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing.

2. Wood sills, sleepers, blocking, and similar concealed members in contact with masonry or concrete.

ROUGH CARPENTRY 061000 - 3

2.3 FIRE-RETARDANT-TREATMENT

A. General: Where fire-retardant-treated materials are indicated, materials are to comply with requirements in this article, that are acceptable to authorities having jurisdiction, and with fire-test-response characteristics specified as determined by testing identical products per test method indicated by a qualified testing agency.

B. Fire-Retardant-Treated Lumber and Plywood by Pressure Process: Products with a flame-spread index of 25 or less when tested according to ASTM E84, and with no evidence of significant progressive combustion when the test is extended an additional 20 minutes, and with the flame front not extending more than 10.5 feet beyond the centerline of the burners at any time during the test.

1. Interior Type A: Treated materials are to have a moisture content of 28 percent or less when tested according to ASTM D3201/D3201M at 92 percent relative humidity. Use where exterior type is not indicated.

C. Kiln-dry lumber after treatment to maximum moisture content of 19 percent. Kiln-dry plywood after treatment to maximum moisture content of 15 percent.

D. Identify fire-retardant-treated wood with appropriate classification marking of qualified testing agency.

E. Application: Treat items indicated on Drawings, and the following:

1. Concealed blocking.

2.4 MISCELLANEOUS LUMBER

A. Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following:

1. Blocking.

2. Nailers.

3. Rooftop equipment bases and support curbs.

B. Dimension Lumber Items: Construction or No. 2 grade lumber of any species.

C. Concealed Boards: 19 percent maximum moisture content and any of the following species and grades:

1. Mixed southern pine or southern pine; No. 2 grade; SPIB.

2. Eastern softwoods; No. 2 Common grade; NeLMA.

3. Northern species; No. 2 Common grade; NLGA.

4. Western woods; Construction or No. 2 Common grade; WCLIB or WWPA.

ROUGH CARPENTRY 061000 - 4

2.5 PLYWOOD BACKING PANELS

A. Equipment Backing Panels: Plywood, DOC PS 1, Exposure 1, C-D Plugged or fire-retardant treated (as required), in thickness indicated or, if not indicated, not less than 3/4-inch nominal thickness.

2.6 FASTENERS

A. General: Fasteners are to be of size and type indicated and comply with requirements specified in this article for material and manufacture. Provide nails or screws, in sufficient length, to penetrate not less than 1-1/2 inches into wood substrate. *In substrates less than 1-1/2 inches, the fastener must penetrate at least 50% of the substrate material. Fasteners are not to be visible if exposed to view. Fasteners are not to fully penetrate substrate if it interferes with any other material performance or building system.*

1. Where rough carpentry is pressure-preservative treated, or in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with ASTM A153/A153M.

B. Power-Driven Fasteners: Fastener systems with an evaluation report acceptable to authorities having jurisdiction, based on ICC-ES AC70.

C. Post-Installed Anchors: Fastener systems with an evaluation report acceptable to authorities having jurisdiction, based on ICC-ES AC01 as appropriate for the substrate.

2.7 METAL FRAMING ANCHORS

A. Allowable design loads, as published by manufacturer, are to meet or exceed those of basis-of-design products. Manufacturer's published values are to be determined from empirical data or by rational engineering analysis and demonstrated by comprehensive testing performed by a qualified independent testing agency. Framing anchors are to be punched for fasteners adequate to withstand same loads as framing anchors.

B. Galvanized-Steel Sheet: Hot-dip, zinc-coated steel sheet complying with ASTM A653/A653M, G60 coating designation.

1. Use for interior locations unless otherwise indicated.

C. Hot-Dip, Heavy-Galvanized Steel Sheet: ASTM A653/A653M; structural steel (SS), high-strength low-alloy steel Type A (HSLAS Type A), or high-strength low-alloy steel Type B

(HSLAS Type B); G185 coating designation; and not less than 0.036 inch thick.

1. Use for wood-preservative-treated lumber and where indicated.

ROUGH CARPENTRY 061000 - 5

PART 3 - EXECUTION

3.1 INSTALLATION

A. Set work to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry accurately to other construction. Locate blocking and similar supports to comply with requirements for attaching other construction.

B. Install metal framing anchors to comply with manufacturer's written instructions. Install fasteners through each fastener hole.

C. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following:

1. Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code (IBC).

2. ICC-ES evaluation report for fastener.

3.2 PROTECTION

A. Protect wood that has been treated with inorganic boron (SBX) from weather.

B. Protect rough carpentry from weather.

END OF SECTION 061000

PENETRATION FIRESTOPPING 078413 - 1

SECTION 078413 - PENETRATION FIRESTOPPING

PART 1 - GENERAL

Amendment 02 Description � Allowance replaced with �Estimated Quantities�.

1.1 SUMMARY

A. Section Includes: Penetration firestopping systems.

B. Related Requirements:

1. Section 078443 "Joint Firestopping" for joints in or between fire-resistance-rated construction, and in smoke barriers.

1.2 ESTIMATED QUANTITIES

A. The contractor shall provide all labor, materials, and equipment necessary to firestop existing penetrations through 8-inch CMU walls in accordance with applicable building codes and using UL-classified firestop systems appropriate to each condition. Penetrations vary in type and material, including but not limited to electrical conduit, PVC piping, and metallic piping. The contractor shall anticipate a maximum total of 100 fluid ounces of firestop sealant required to address all miscellaneous existing penetrations. In addition, the contractor shall include in their bid the firestopping of at least 10 abandoned 2-inch diameter holes, each to be sealed using a UL-listed firestop system appropriate for blank openings.

1.3 UNIT PRICES

A. Work of this Section is affected by unit prices. Unit prices shall be based on penetration type.

1.4 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at a time and location selected by AMP-400. After or during Conference Contactor shall review the fire rated partitions separating the hangar bay from the administrative/support portions of the facility.

1. Participants to include representatives of the Contractor, FAA (AMP-400) and the A/E firm.

1.5 ACTION SUBMITTALS

A. Product Data: Penetration firestopping systems.

B. Product Schedule: For each penetration firestopping system. Include location, illustration of firestopping system, and design designation of qualified testing and inspecting agency.

PENETRATION FIRESTOPPING 078413 - 2

1. Engineering Judgments: Where Project conditions require modification to a qualified testing and inspecting agency's illustration for a particular penetration firestopping system, submit illustration, with modifications marked, approved by penetration firestopping system manufacturer's fire-protection engineer as an engineering judgment or equivalent fire-resistance-rated assembly developed in accordance with current International Firestop Council (IFC) guidelines. Obtain approval of authorities having jurisdiction prior to submittal.

1.6 INFORMATIONAL SUBMITTALS

A. Qualification Data: For Installer must have at least 5 years' experience.

B. Listed System Designs: For each penetration firestopping system, for tests performed by a qualified testing agency.

1.7 CLOSEOUT SUBMITTALS

A. Installer Certificates: From Installer indicating that penetration firestopping systems have been installed in compliance with requirements and manufacturer's written instructions.

1.8 QUALITY ASSURANCE

A. Installer Qualifications: A firm that has been approved by FM Approvals according to

FM Approvals 4991, "Approval Standard for Firestop Contractors," or been evaluated by UL and found to comply with its "Qualified Firestop Contractor Program Requirements."

1.9 PROJECT CONDITIONS

A. Environmental Limitations: Do not install penetration firestopping system when ambient or substrate temperatures are outside limits permitted by penetration firestopping system manufacturers or when substrates are wet because of rain, frost, condensation, or other causes.

B. Install and cure penetration firestopping materials per manufacturer's written instructions using natural means of ventilations or, where this is inadequate, forced-air circulation.

1.10 COORDINATION

A. Coordinate construction of openings and penetrating items to ensure that penetration firestopping systems can be installed according to specified firestopping system design.

B. Coordinate sizing of sleeves, openings, core-drilled holes, or cut openings to accommodate penetration firestopping systems.

PENETRATION FIRESTOPPING 078413 - 3

PART 2 - PRODUCTS

2.1 SOURCE LIMITATIONS

A. Obtain penetration firestop systems for each type of opening indicated from single manufacturer.

2.2 PERFORMANCE REQUIREMENTS

A. Fire-Test-Response Characteristics:

1. Perform penetration firestopping system tests by a qualified testing agency acceptable to authorities having jurisdiction.

2. Test in accordance with testing standards referenced in "Penetration Firestopping Systems"

Article. Provide rated systems complying with the following requirements:

a. Penetration firestop systems installed with products bearing the classification marking of a qualified product certification agency in accordance with listed system designs published by a qualified testing agency.

1) UL in its online directory "Product iQ."

2) Intertek Group in its "Directory of Building Products."

3) FM Approvals in its "Approval Guide."

2.3 PENETRATION FIRESTOPPING SYSTEMS

A. Penetration Firestopping Systems: Systems that resist spread of fire, passage of smoke and other gases, and maintain original fire-resistance rating of construction penetrated. Penetration firestopping systems are to be compatible with one another, with the substrates forming openings, and with penetrating items if any.

B. Penetrations in Fire-Resistance-Rated Walls: Penetration firestopping systems with ratings determined in accordance with ASTM E814 or UL 1479.

1. F-Rating: Not less than the fire-resistance rating of the wall penetrated.

2. Membrane Penetrations: Install recessed fixtures such that the required fire resistance will not be reduced.

C. Penetrations in Horizontal Assemblies: Penetration firestopping systems with ratings determined in accordance with ASTM E814 or UL 1479.

1. F-Rating: At least one hour, but not less than the fire-resistance rating of the floor penetrated.

2. T-Rating: At least one hour, but not less than the fire-resistance rating of the floor. The following floor penetrations do not require a T-rating:

a. Those within the cavity of a wall.

b. Floor, tub, or shower drains within a concealed space.

PENETRATION FIRESTOPPING 078413 - 4

c. 4-inch or smaller metal conduit penetrating directly into metal-enclosed electrical switchgear.

3. W-Rating: Provide penetration firestopping systems with a Class 1 W-rating in accordance with

UL 1479.

D. Penetrations in Smoke Barriers: Penetration firestopping systems with ratings determined in accordance with UL 1479.

1. L-Rating: Not exceeding 5.0 cfm/sq. ft. of penetration opening and no more than 50-cfm cumulative total for any 100 sq. ft. at both ambient and elevated temperatures.

E. Accessories: Provide components for each penetration firestopping system that are needed to install fill materials and to maintain ratings required. Use only those components specified by penetration firestopping system manufacturer and approved by qualified testing and inspecting agency for conditions indicated.

1. Permanent forming/damming/backing materials.

2. Substrate primers.

3. Collars.

4. Steel sleeves.

2.4 FILL MATERIALS

Contractor may use any combination of sealants and/or fill materials which is appropriate for the intended use, as recommended by the fire stopping manufacturer. Hangar Bay wall fill material to be appropriate for �open bay� weather/climate exposure.

A. Cast-in-Place Firestop Devices: Factory-assembled devices for use in cast-in-place concrete floors and consisting of an outer sleeve lined with an intumescent strip, a flange attached to one end of the sleeve for fastening to concrete formwork, and a neoprene gasket.

B. Latex Sealants: Single-component latex formulations that do not re-emulsify after cure during exposure to moisture.

C. Firestop Devices: Factory-assembled collars formed from galvanized steel and lined with intumescent material sized to fit specific diameter of penetrant.

D. Intumescent Composite Sheets: Rigid panels consisting of aluminum-foil-faced intumescent elastomeric sheet bonded to galvanized-steel sheet.

E. Intumescent Putties: Nonhardening, water-resistant, intumescent putties containing no solvents or inorganic fibers.

F. Intumescent Wrap Strips: Single-component intumescent elastomeric strips for use around combustible penetrants.

G. Mortars: Prepackaged dry mixes consisting…