7570861 SPECIFICATIONS.pdf

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N400857570861, Replace Barn Doors with Overhead Door, B149, Bay J
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N400857570861
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This is a Scope of Work document for a federal construction contract to replace existing barn doors with an overhead coiling door system at MCAS Cherry Point, Building 149, Bay J.

The contractor must demolish the existing pair of wood barn doors and metal hardware mounted on the masonry opening (approximately 8'-0" W x 10'-0" H) and install a new spring-counterbalanced, rolling overhead coiling door with interlocking steel slats. The door system must be designed for exterior use, manually operated via hand chain with a 3:1 geared reduction unit requiring no more than 35 pounds of pull force. Key performance requirements include withstanding 50 pounds per square foot wind loading per ANSI/DASMA 108 and ASTM E330/E330M, and operating through a minimum of 10 cycles per day. The curtain slats must be fabricated from Grade A galvanized steel conforming to ASTM A653/A653M with minimum 20 percent recycled content. All hardware must conform to ASTM A153/A153M, A307, and F568M standards. The counterbalance system must use oil-tempered, heat-treated steel helical torsion springs providing 80 percent weight counterbalance and limiting manual operation effort to 25 pounds maximum. The contractor must provide submittals for overhead door product data and finish samples prior to work commencement, along with spare parts data, warranty management plan, and operations and maintenance manuals upon project closeout. Work must be conducted during regular hours (7:00 AM to 3:30 PM, Monday-Friday) with Contracting Officer approval required for any outside-hours work. All contractor personnel require Defense Biometrics Identification System (DBIDS) credentials or one-day passes, and the contractor must maintain minimum insurance coverage per FAR 28.307-2 and comply with North Carolina law.

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REPLACE BARN DOORS WITH OVERHEAD DOOR, B149 7570861

DOCUMENT 01 90 00

SCOPE OF WORK

06/26

PART 1 GENERAL

1.1 GENERAL INTENTION

The intent of this work is to demolish existing wood barn door and existing metal hardware and provide overhead roll up door and incidental related work.

1.2 LOCATION

The work is located at MCAS Cherry Point, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 DETAILED REQUIREMENTS

Provide an exterior overhead door in Building 149, Bay J.

Existing door is a pair of wood-construction barn doors on an existing metal track, mounted to the top of the masonry opening and to the concrete slab. Demolish doors and track, including hardware attaching track to wall. Cut and grind smooth bolts in the concrete slab.

1.3.1 OVERHEAD DOOR SYSTEM DESCRIPTION

Provide overhead coiling doors with interlocking slats, complete with anchoring and door hardware, guides, hood, and operating mechanisms, and designed for use on opening as indicated. Door must be spring counterbalanced, rolling type, and designed for use on exterior openings, as indicated. Door must be operated by hand chain with gear or sprocket reduction. Door to be surface-mounted type with guides at jambs set back a sufficient distance to provide a clear opening when door is in open position.

Existing masonry opening is +/- 8'-0" W X 10'-0" H, verify dimensions in field.

1.3.1.1 Performance Requirements

1.3.1.1.1 Wind Loading

Design and fabricate door assembly to withstand the wind loading pressure of at least 50 pounds per square foot in accordace with ANSI/DASMA 108 .

Provide test data showing compliance with ASTM E330/E330M . Sound engineering principles may be used to interpolate or extrapolate test results to door sizes not specifically tested. Ensure that the complete assembly meets or exceeds the requirements of ASCE 7-16 .

1.3.1.1.2 Operational Cycle Life

Design all portions of the door, hardware and operating mechanism that are subject to movement, wear, or stress fatigue to operate through a minimum number of 10 cycles per day. One complete cycle of door operation is

SECTION 01 90 00 Page 1 defined as when the door is in the closed position, moves to the fully open position, and returns to the closed position.

1.3.2 COMPONENTS

1.3.2.1 Overhead Coiling Doors

1.3.2.1.1 Curtain Materials and Construction

Provide curtain slats fabricated from Grade A steel sheets conforming to ASTM A653/A653M , with the additional requirement of a minimum yield point of 33,000 psi. Provide 22 gauge sheets, Grade 40 steel with galvanized steel zinc coating in conformance with ASTM A653/A653M and ASTM A924/A924M .

Provide steel curtain slats containing a minimum of 20 percent recycled content. Submit data identifying percentage of recycled content for steel curtain slats.

1.3.2.1.2 Weather Stripping

Provide a hood baffle inside the hood that is a minimum 1/16 inch thick sheet of vinyl, neoprene rubber or equivalent. Provide guide weather stripping that is a minimum 1/16 inch thick sheet of vinyl, neoprene rubber, or equivalent.

Provide bottom bar weather-stripping that is a minimum 1/16 inch thick sheet of vinyl, neoprene rubber, or equivalent.

1.3.2.1.3 Locking Devices

Ensure that the slide bolt engages through slots in tracks for locking by padlock, located on both left and right jamb sides, operable from coil side.

Provide a locking device assembly which includes cylinder lock, operating handle, cam plate, and adjustable locking bars to engage through slots in tracks.

Provide a chain lock keeper suitable for a standard padlock.

1.3.2.2 Hardware

Ensure that all hardware conforms to ASTM A153/A153M , ASTM A307, and

ASTM F568M.

1.3.2.2.1 Guides

Fabricate curtain jamb guides from the manufacturer's standard angles or channels of same material and finish as curtain slats unless otherwise indicated. Provide guides with sufficient depth or incorporate a steel locking bar to retain the curtain in place under the wind pressure specified. Ensure curtain operates smoothly. Slot bolt holes for track adjustment. Securely attach guides to adjoining construction with not less than 3/8 inch diameter bolts, spaced near each end and not over 30 inches apart.

1.3.2.2.2 Hood

Provide a hood with a minimum 24-gauge galvanized sheet metal, flanged at top for attachment to header and flanged at bottom to provide longitudinal

SECTION 01 90 00 Page 2 stiffness. The hood encloses the curtain coil and counterbalance mechanism.

1.3.2.3 Counterbalancing Mechanism

Counterbalance doors by means of manufacturer's standard mechanism with an adjustable-tension, steel helical torsion spring mounted, around a steel shaft and contained in a spring barrel connected to top of curtain with barrel rings. Use grease-sealed or self-lubricating bearings for rotating members.

1.3.2.3.1 Brackets

Provide the manufacturer's standard mounting brackets with one located at each end of the counterbalance barrel conforming to ASTM A36/A36M.

Provide brackets of hot-rolled steel.

Brackets will be of 3/16 inch minimum thick steel plates, with permanently sealed ball bearings. Designed to enclose ends of coil and provide support of counterbalance pipe at each end.

1.3.2.3.2 Counterbalance Barrels

Curtain must roll up on a barrel supported at head of opening on brackets and be balanced by a torsion spring system in the barrel. Fabricate spring barrel of manufacturer's standard hot-formed, structural-quality, welded or seamless carbon-steel pipe, conforming to ASTM A53/A53M or equivalent. Ensure the barrel is of sufficient diameter and wall thickness to support rolled-up curtain without distortion of slats. Limit barrel deflection to not more than 0.03 inch per foot of span under full load.

a. Barrel

Provide steel pipe capable of supporting curtain load with maximum deflection of 0.03 inches per foot of width.

b. Spring Balance

Provide an oil-tempered, heat-treated steel helical torsion spring assembly designed for proper balance of door. Ensure that effort to operate manually operated units does not exceed 25 lbs. At least 80 percent of the door weight must be counterbalanced at any position.

Provide wheel for applying and adjusting spring torque.

1.3.2.3.3 Spring Balance

Install one or more oil-tempered, heat-treated steel helical torsion springs within the barrel, capable of producing sufficient torque to assure easy operation of the door curtain. Provide and size springs to counterbalance weight of curtain, with uniform adjustment accessible from outside barrel. Secure ends of springs to barrel and shaft with cast-steel barrel plugs.

1.3.2.3.4 Torsion Rod for Counter Balance

Fabricate rod from the manufacturer's standard cold-rolled steel, sized to hold fixed spring ends and carry torsional load.

SECTION 01 90 00 Page 3

1.3.2.4 Manual Door Operators

1.3.2.4.1 Manual Chain-Hoist Door Operators

Provide door operators which consist of an endless steel hand chain, chain-pocket wheel, guard, and a geared reduction unit of at least a 3 to 1 ratio with a maximum lifting force of 25 lbf. Required pull for operation cannot exceed 35 pounds. Chain must extend to within 3 feet of floor.

Provide chain hoists with a mechanism allowing the curtain to be stopped at any point in its upward or downward travel and to remain in that position until moved to the fully open or closed position. Provide hand chains of galvanized steel. Ensure that the yield point of the chain is at least three times the required hand-chain pull.

Provide chain sprocket wheels of cast iron conforming to ASTM A48/A48M.

1.3.2.5 Surface Finishing

Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes.

Noticeable variations in the same metal component are not acceptable.

Variations in appearance of adjoining components are acceptable if they are within the range of approved samples and are assembled or installed to minimize contrast.

1.3.2.5.1 Galvanized and Shop-Primed Finish

Surfaces specified must have a zinc coating, a phosphate treatment, and a shop prime coat of rust-inhibitive paint. The galvanized coating must conform to ASTM A653/A653M , coating designation Z275 (G90), for steel sheets, and ASTM A123/A123M for iron and steel products. The weight of coatings for products must be as designated in Table I of ASTM A123/A123M for the thickness of base metal to be coated. The prime coat must be a type especially developed for materials treated by phosphates and adapted to application by dipping or spraying. Repair damaged zinc-coated surfaces by the materials and methods conforming to ASTM A780/A780M and spot prime. At the option of the Contractor, a two-part system including bonderizing, baked-on epoxy primer, and baked-on enamel top coat may be applied to slats and hoods before forming, in lieu of prime coat specified.

1.3.2.5.2 Baked-Enamel or Powder-Coat Finish

Manufacturer's standard baked-on finish consisting of prime coat and thermosetting topcoat. Comply with the coating manufacturer's written instructions for cleaning, pretreatment, application, and minimum dry film thickness.

1.4 SPECIAL SCHEDULING REQUIREMENTS

Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

The building will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

SECTION 01 90 00 Page 4

Permission to interrupt any activity roads, railroads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

Bay J is used to store corrosive batteries. Coordinate with Contracting Officer to ensure batteries are relocated away from construction area.

Any metal work must be completed outside of warehouse. No metal work may be completed inside the warehouse.

1.5 CONTRACTOR ACCESS AND USE OF PREMISES

1.5.1 ACTIVITY REGULATIONS

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic, and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.5.1.1 SUBCONTRACTORS AND PERSONNEL CONTACTS

Provide a list of contact personnel of the Contractor and Subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.5.1.2 INSTALLATION ACCESS

Obtain access to Navy and Marine Corps installations through participation in the Defense Biometrics Identification System (DBIDS). Requirements for Contractor employee registration, and transition for employees currently under Navy Commercial Access Control System (NCACS), are available at https://www.cnic.navy.mil/Operations-and-Management/Base-Support/DBIDS/ .

No fees are associated with obtaining a DBIDS credential.

Participation in the DBIDS is not mandatory, and Contractor personnel may apply for One-Day Passes at the Base Visitor Control Office to access an installation.

1.5.1.2.1 REGISTRATION FOR DBIDS

Registration for DBIDS is available at https://www.cnic.navy.mil/Operations-and-Management/Base-Support/DBIDS/ .

Procedure includes:

a. Present a letter or official award document (i.e. DD Form 1155 or SF 1442) from the Contracting Officer that provides the purpose for access to the Base Visitor Control Center representative.

b. Present valid identification, such as a passport or Real ID Act-compliant state driver's license.

c. Provide completed SECNAV FORM 5512/1 to the Base Visitor Control Center representative to obtain a background check. This form is available for download at https://www.cnic.navy.mil/Operations-and-Management/Base-Support/DBIDS/ .

SECTION 01 90 00 Page 5

d. Upon successful completion of the background check, the Government will complete the DBIDS enrollment process, which includes Contractor employee photo, finger prints, base restriction, and several other assessments.

e. Upon successful completion of the enrollment process, the Contractor employee will be issued a DBIDS credential and will be allowed to proceed to the worksite.

1.5.1.2.2 DBIDS ELIGIBILITY REQUIREMENTS

Throughout the length of the contract, the Contractor employee must continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be immediately suspended or revoked if at any time a Contractor employee becomes ineligible.

An adjudication process may be initiated when a background screen failure results in disqualification from participation in the DBIDS, and Contractor employee does not agree with the reason for disqualification.

The Government is the final authority.

1.5.1.2.3 DBIDS NOTIFICATION REQUIREMENTS

Immediately report instances of lost or stolen badges to the Contracting Officer.

Immediately collect DBIDS credentials and notify the Contracting Officer in writing under the following circumstances:

a. An employee has departed the company without having properly returned or surrendered their DBIDS credentials.

b. There is a reasonable basis to conclude that an employee, or former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.

1.5.1.2.4 ONE-DAY PASSES

Personnel applying to One-Day passes at the Base Visitor Control Office are subject to daily mandatory vehicle inspection and will have limited access to the Installation. The Government is not responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.

1.5.1.3 NO SMOKING POLICY

Smoking is prohibited within and outside of all buildings on Installation, except in designated smoking areas. This applies to existing buildings, buildings under construction, and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.5.2 WORKING HOURS

Regular working hours will consist of an 8 1/2-hour period, normally between the hours of 7:00 am to 3:30 pm, Monday through Friday, excluding

SECTION 01 90 00 Page 6

Government holidays.

1.5.3 WORK OUTSIDE REGULAR HOURS

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number, and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lit in a manner approved by the Contracting Officer.

1.5.4 EXCLUSIONARY PERIOD

Not used.

1.5.5 OCCUPIED BUILDING

The Contractor will be working in an existing building which is occupied.

Do not enter the building without prior approval of the Contracting Officer.

The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

The Government will relocate other Government property in the areas of the building scheduled to receive work.

1.5.6 UTILITY CUTOVERS AND INTERRUPTIONS

Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in WORK OUTSIDE REGULAR HOURS.

Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air are considered utility cutovers.

Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.6 SECURITY REQUIREMENTS

1.6.1 STATION REGULATIONS

No employee or representative of the contractor will be admitted to the work site without an Identification Badge or is specifically authorized admittance to the work site by the Facilities Engineering & Acquisition Division (FEAD).

SECTION 01 90 00 Page 7

IMPORTANT NOTE: FEAD personnel (Construction Managers, Engineers/Architects, Engineering Technicians, Contract Specialists, or Contract Surveillance Representatives) will not receive, process, re-transmit or otherwise handle IN ANY WAY Personally Identifiable Information (PII) related to the badging process. Do NOT forward any of this information to the FEAD.

1.6.2 CONTRACTOR ACCESS TO MCAS CHERRY POINT AND OUTLYING AREAS

Documentation requirements for granting access to MCAS Cherry Point for commercial and contract employers and employees. This document is an aide in meeting ASO 5560.6C requirements and is not a substitute for the order.

The Pass and Identification Office at Building 251 will issue credentials to authorized contractors. Subcontractors and suppliers must coordinate through the Prime Contractor.

1.6.2.1 CRIMINAL ACTIVITY

In accordance with ASO 5560.6C, the below list of criminal activities within an applicant's record are considered not in the best interest of the Marine Corps and will be grounds for automatic denial of access aboard the Installation:

a. Conviction for espionage, sabotage, sedition, treason, terrorism, armed robbery, or murder.

b. Felony conviction for a firearms or explosives violation, regardless of the date of conviction.

c. Conviction of crimes encompassing sexual assault or rape.

d. Conviction of crimes encompassing child molestation or the possession or production of child pornography.

e. Conviction of trafficking in persons.

f. Conviction of drug possession with intent to sell or distribute.

g. Conviction of three or more misdemeanor violations, or attempted violations, within the previous 10 years of the following offenses:

1) Sex crime

2) Assault

3) Larceny

4) Drugs

5) Weapons

Persons requesting access to MCAS Cherry Point will be denied access based on the following:

a. The individual is a registered sex offender.

b. The individual has an active arrest warrant from Federal, State, local, or other civil law enforcement authorities, regardless of offense or violation.

c. The individual has a felony conviction within the last 10 years, regardless of the offense or violation.

SECTION 01 90 00 Page 8

d. The individual's name appears on any Federal or State agency watch list for criminal behavior or terrorist activity.

e. The individual is debarred entry or access to a Marine Corps site, other DoD installations or facilities, or other Federal site or facility.

f. The individual engaged in acts or activities designed to overthrow the U.S. Government by force.

g. The individual is known to be or reasonably suspected of being a terrorist or belongs to an organization with known terrorism links/support.

h. The individual is identified in the National Crime Information Center (NCIC) known suspected terrorist (KST) file, or the Terrorist Screening Database (TSDB) report as known to be, or suspected of being, a terrorist or belonging to an organization with known links to terrorism or support of terrorist activity. If an individual is identified on the NCIC KST files or TSDB, the Provost Marshal's Office (PMO) will immediately call the NCIS Multiple Threat Alert Center (MTAC) for further coordination. The MTAC will coordinate the the Department of Justice or Federal Bureau of Investigation (FBI) and provide handling instructions to MCAS Cherry Point Police, Criminal Investigations Division (CID), or NCIS.

i. The individual is illegally present in the U.S.

j. This individual has knowingly submitted an employment questionnaire with false or fraudulent information.

k. The individual is a prisoner on a work release program or currently on felony probation or parole.

l. The individual is pending any felony charge.

m. The individual has criminal arrest information that the site commander determines the person presents a threat to good order, discipline, or health and safety on the Marine Corps site.

n. Any reason the Installation Commander deems reasonable for good order and discipline.

1.6.3 STAGING AREA

The Contractor staging area will be PM to coordinate. Amount of material on site must be kept to a minimum and must only be material that is pertinent to the work currently being performed. All stockpiling of equipment and materials must be closely coordinated with the Government and must not disrupt activities at the site.

1.7 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by North Carolina Law.

SECTION 01 90 00 Page 9

1.8 SUPERVISION

The complexity of this project will require one person to fill the roles of the Superintendent, Quality Control Manager, and Site Safety and Health Officer.

1.9 SUBMITTALS

The following items must have submittals delivered to the Contracting Officer Representation (COR) for approval by the Government prior to the commencement of site work:

a. Overhead Door Product Data

b. Overhead Door Finish Sample

1.10 PLANNED OUTAGES AND SERVICE DISRUPTIONS

Planned outages and service disruptions are requested by the Contractor for approval by the Government when necessary to facilitate and/or accomplish contract work. Affected services include utilities (steam, water, waste water, and electrical service), communications (telephone, network, industrial control systems, and fire/security alarm systems, fire protection equipment, infrastructure, and road closures. Disruption of these services cannot be allowed without written approval of the government.

The Contractor is required to (1) request the outage in writing and (2) demonstrate sufficient contingency preparedness in the event that service cannot be restored due to a failure in accomplishment of contract work.

All outages require Contractor's written request fifteen (15) days prior to commencement of such work. The request must be submitted to the COR with the date, time, duration, and scope of the outage.

As supporting documentation for the request, the Contractor is required to submit a contingency plan for all reasonably foreseen risks related to the Contractor's performance of the work that would impact disrupted services in excess of the approved outage. This plan must demonstrate the following at a minimum:

a. Understanding of key personnel and communications methods to include phone numbers.

b. Analysis of reasonable risks during the contract work that would impact disrupted services in excess of the approved outage.

c. An effective recovery plan to restore minimum essential services in the event of these risks materializing.

d. Requested Government support.

The Government will similarly produce risk-based contingency plans for restoration of essential services caused by reasonably foreseen factors that are not related to the performance of the contract. In these cases, the Government may request the Contractor make additional preparations to support essential and high-risk services. Such requests are considered within the scope of this contract but will be priced and negotiated via modification as conditions warrant.

SECTION 01 90 00 Page 10

Approvals will be issued by the Public Works Officer or their designee and transmitted via the COR.

1.11 GOVERNMENTAL SAFETY REQUIREMENTS

Personal protective equipment (PPE) is governed in all areas by the nature of the work the employee is performing. Use personal hearing protection at all times in designated noise hazard locations or when performing noise hazardous tasks. Safety glasses must be worn or carried/available on each person. Mandatory PPE includes:

a. Hard hats

b. Long pants

c. Appropriate safety shows

d. Appropriate class reflective vest.

Comply with the Safety and Health Requirements Manual (EM 385-1-1), NFPA 70, NFPA 70E, NFPA 241, the Accident Prevention Plan (APP), the Activity Hazard Analysis (AHA), Federal and State OSHA regulations, and other related submittals and activity prevails.

An APP in accordance with EM 385-1-1, Appendix A, is required.

An AHA in accordance with EM 385-1-1, Section 1, is required for each activity or task.

The contractor is responsible for any required permits.

1.12 EXECUTION

If during the course of the work conditions are encountered which are not covered in the contract or are different from conditions that would be reasonably anticipated, the Contractor must immediately notify the Contracting Officer. If such conditions are hazardous or the continuation of work would cause a hazardous condition to develop, the Contractor must stop work and proceed as directed by the Contracting Officer as directed by provisions contained in other sections of this specification. This may include modifications to, or the development of a new, Health and Safety Plan for this project and alternate or additional appropriate abatement procedures.

1.13 CLOSEOUT SUBMITTALS

1.13.1 SPARE PARTS DATA

Submit two (2) copies of the Spare Parts Data list. Indicate manufacturer's name, part number, nomenclature, and stock level required for maintenance and repair. List those items that may be standard to the normal maintenance of the system.

1.13.2 WARRANTY MANAGEMENT PLAN

Develop a warranty management plan which contains information relevant to FAR 52.246-21 Warranty of Construction. Submit two (2) sets of the warranty management plan. Include within the warranty management plan all

SECTION 01 90 00 Page 11 required actions and documents to assure that ht Government receives all warranties to which it is entitled. The plan narrative must contain sufficient detail to render it suitable for use by future maintenance and repair personnel, whether tradesmen, or of engineering background, not necessarily familiar with this contract. The term "status" as indicated below must include due date and whether item has been submitted or was accomplished. Assemble approved information in a binder and turn over to the Government upon acceptance of the work. The construction warranty period must begin on the date of project acceptance and continue for the full product warranty period. The warranty management plan must include, but is not limited to, the following:

a. Roles and responsibilities of personnel associated with the warranty process, including points of contact and telephone numbers within the organizations of the Contractors, Subcontractors, Manufacturers, or Suppliers involved.

b. For each warranty, the name address, telephone number, and e-mail of each of the guarantor's representatives nearest to the project location.

c. A list and status of delivery of Certificates of Warranty for extended warranty items, including roofs, HVAC balancing, pumps, motors, transformers, and for commissioned systems, such as fire protection and alarm systems, sprinkler systems, and lightning protection systems.

d. As-Built Record of Equipment and Materials list for each warranted equipment, item, feature or construction or system indicating:

1) Name of items.

2) Model and serial numbers.

3) Location where installed.

4) Name and phone numbers of manufacturers or suppliers.

5) Names, addresses, and telephone numbers of sources of spare parts.

6) Warranties and terms of warranty. Include one-year overall warranty of construction, including the starting date of warranty of construction. Items which have extended warranties must be indicated with separate warranty expiration dates.

7) Cross-reference to warranty certificates as applicable.

8) Starting point and duration of warranty period.

9) Summary of maintenance procedures required to continue the warranty in force.

10) Cross-reference to specific pertinent Operation and Maintenance manuals.

11) Organization, names, and phone numbers of persons to call for warranty service.

12) Typical response time and repair time expected for various warranted equipment.

e. Procedure and status of tagging of equipment covered by extended warranties.

f. Copies of instructions to be posted near selected pieces of equipment where operation is critical for warranty or safety reasons.

1.13.3 OPERATIONS AND MAINTENANCE MANUALS

Provide four (4) electronic copes of the Operation and Maintenance Manual files. Submit to the Contracting Officer for approval thirty (30) days

SECTION 01 90 00 Page 12 before the Beneficial Occupancy Date (BOD). Update and resubmit files for final approval at BOD>.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 90 00 Page 13

DIVISION 01 - GENERAL REQUIREMENTS
01 90 00 - SCOPE OF WORK
PART 1 GENERAL
1.1 GENERAL INTENTION
1.2 LOCATION
1.3 DETAILED REQUIREMENTS
1.3.1 OVERHEAD DOOR SYSTEM DESCRIPTION
1.3.1.1 Performance Requirements
1.3.1.1.1 Wind Loading
1.3.1.1.2 Operational Cycle Life
1.3.2 COMPONENTS
1.3.2.1 Overhead Coiling Doors
1.3.2.1.1 Curtain Materials and Construction
1.3.2.1.2 Weather Stripping
1.3.2.1.3 Locking Devices
1.3.2.2 Hardware
1.3.2.2.1 Guides
1.3.2.2.2 Hood
1.3.2.3 Counterbalancing Mechanism
1.3.2.3.1 Brackets
1.3.2.3.2 Counterbalance Barrels
1.3.2.3.3 Spring Balance
1.3.2.3.4 Torsion Rod for Counter Balance
1.3.2.4 Manual Door Operators
1.3.2.4.1 Manual Chain-Hoist Door Operators
1.3.2.5 Surface Finishing
1.3.2.5.1 Galvanized and Shop-Primed Finish
1.3.2.5.2 Baked-Enamel or Powder-Coat Finish
1.4 SPECIAL SCHEDULING REQUIREMENTS
1.5 CONTRACTOR ACCESS AND USE OF PREMISES
1.5.1 ACTIVITY REGULATIONS
1.5.1.1 SUBCONTRACTORS AND PERSONNEL CONTACTS
1.5.1.2 INSTALLATION ACCESS
1.5.1.2.1 REGISTRATION FOR DBIDS
1.5.1.2.2 DBIDS ELIGIBILITY REQUIREMENTS
1.5.1.2.3 DBIDS NOTIFICATION REQUIREMENTS
1.5.1.2.4 ONE-DAY PASSES

1.5.1.3 NO SMOKING POLICY

1.5.2 WORKING HOURS
1.5.3 WORK OUTSIDE REGULAR HOURS
1.5.4 EXCLUSIONARY PERIOD
1.5.5 OCCUPIED BUILDING
1.5.6 UTILITY CUTOVERS AND INTERRUPTIONS
1.6 SECURITY REQUIREMENTS
1.6.1 STATION REGULATIONS
1.6.2 CONTRACTOR ACCESS TO MCAS CHERRY POINT AND OUTLYING AREAS
1.6.2.1 CRIMINAL ACTIVITY

1.6.3 STAGING AREA

1.7 MINIMUM INSURANCE REQUIREMENTS
1.8 SUPERVISION
1.9 SUBMITTALS
1.10 PLANNED OUTAGES AND SERVICE DISRUPTIONS
1.11 GOVERNMENTAL SAFETY REQUIREMENTS
1.12 EXECUTION
1.13 CLOSEOUT SUBMITTALS
1.13.1 SPARE PARTS DATA
1.13.2 WARRANTY MANAGEMENT PLAN
1.13.3 OPERATIONS AND MAINTENANCE MANUALS
PART 2 PRODUCTS
PART 3 EXECUTION

File details come from the government source that posted it. Updated .