3. Specifications - QYZH 140001 Paint Building Interior Multiple Facilities.doc.pdf

Mountain Home Air Force Base Paint Building Interior, Multiple Facilities

Project Specifications

24 April 2017

Prepared by:

366th Civil Engineer Squadron

CES/CEOE

1030 Liberator Street, Building 1300

Mountain Home AFB, ID 83648

TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS

01010 - Summary of Work 01010-1

01300 - Submittals 01300-1

01400 - Quality Control 01400-1

DIVISION 2 - SITEWORK

01234 - Environmental Specification 01234-1

DIVISION 9- FINISHES

09900 - Painting, General 09900-1

09915 - Color Schedule 09915-1

-- End Specification Table of Contents --

01010-1

SECTION 01010

DIVISION 1-GENERAL REQUIREMENTS

SUMMARY OF WORK CONTENTS

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

1.1.1 Buildings

1.1.2 Miscellaneous Structures

1.1.3 Pavements

1.1.4 Miscellaneous Appurtenances

1.1.5 Special Items

1.2 DEFINITIONS

1.2.1 Furnish

1.2.2 Install

1.2.3 Provide

1.2.4 Workday

1.2.5 Contracting Officer

1.3 REFERENCES

1.3.1 Applicability of Reference Standards

1.3.2 Provision of Reference Standards at Site

1.3.3 Source of Reference Standards

1.4 WORK BY GOVERNMENT

1.5 GOVERNMENT FURNISHED PRODUCTS

1.5.1 Government Responsibilities

1.5.2 Contractor Responsibilities

1.6 CONTRACTOR USE OF SITE AND PREMISES

1.6.1 Limits

1.6.2 Operations

1.6.3 Site Access

1.6.4 Clean-up

1.6.5 Hauling

1.6.6 Protection of Government Property

1.6.7 Maintenance

1.6.8 Utilities

1.6.9 Occupancy

1.6.10 Coordination

1.7 DISPOSAL AREA

1.7.1 Landfills/Dumpsters

1.8 WASTE DISPOSAL AND RECYCLING PLAN

1.8.1 Coordination

1.9 BIOENVIRONMENTAL REQUIREMENTS

1.9.1 Coordination

1.9.2 Requests

1.10 HAZARDOUS MATERIALS (HAZMAT)

1.11 AFFRIMATIVE PROCUREMENT

1.12 FIRE PROTECTION

1.13 SAFETY

1.13.1 Job Site

1.13.2 Work Safety

1.13.3 Health and Safety Plan

1.13.4 Material Safety Data Sheet (MSDS)

1.13.5 Severe Weather

1.14 PERMITS

1.14.1 Welding, Cutting, and Burning

1.14.2 Digging, Drilling, and Excavation

1.14.3 Projects on or near the flight line

1.14.4 Utility Outage and Road Closure

1.15 SPECIAL CONDITIONS

1.15.1 Absence

1.15.2 Work hours

1.15.3 Flight-Line work

1.15.4 Security Restrictions and Restricted Areas

1.16 PROJECT CLOSEOUT

1.16.1 Pre-Final Inspection

1.16.1 Punchlist

1.16.2 Final Inspection

PART 2 PRODUCTS:

---- Not Used ----

PART 3 EXECUTION:

-- End of Section Contents --

SECTION 01010

SUMMARY OF WORK

1.1 DESCRIPTION OF WORK

The following descriptions are a general overview of the work that may be requested under this requirement. The descriptions do not to include, describe, or define every feature or item of work.

1.1.1 Buildings.

Paint the interior of buildings including surface preparation, and cleanup in accordance with Section 09900 of this specification.

1.1.2. Special Items.

Paint special items on any of the above surfaces and/or items. Special items include but are not limited to logos, murals, symbols, etc.

1.2 DEFINITIONS

1.2.1. Furnish.

The term furnish shall mean to supply and deliver to the project site ready for installation.

1.2.2. Install.

The term install shall mean to erect or place in position ready for service and use.

1.2.3. Provide.

The term provide shall mean to furnish and install ready for service and use.

1.2.4. Workday.

Workday shall mean days Monday through Friday, except for federal holidays.

1.2.5. Contracting Officer (CO).

This shall mean the person or persons on base authorized to enter into, administer, and terminate contracts and make related determinations and findings. The term includes certain Authorized Representatives of the CO acting within the limits of their authority as delegated by the CO.

1.3 REFERENCES

The references and standards cited throughout this specification shall be the latest date in effect as of the Proposal due date unless otherwise stated.

1.3.1. Applicability of Reference Standards.

a. For products or workmanship specified by association, trade, or Federal

Standards, complies with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

b. The publications listed in the various specification sections form a part of the specification to the extent referenced. The publications are referred to in the text by basic designation only.

c. Use the latest standard, except when a specific date is specified.

1.3.2. Provision of Reference Standards at Site.

When required by individual Specifications sections, obtain a copy of the standard. Maintain a copy at the job site during submittals, planning, and progress of the specific work until completion.

1.3.3. Source For Reference Standards.

ANSI American National Standards Institute

11 West 42nd St.

New York, NY 10036

MS Military Specifications (MILSPEC)

Order from:

Standardization Documents Order Desk

Build 4, Section D

700 Robbins Ave.

Philadelphia, PA 1911-5094

NBS National Bureau of Standards (Now NIST)

OSHA Occupational Safety and Health Administration

(U.S. Department of Labor)

Order From:

Superintendent of Documents

U.S. Government Printing Officer

Washington, DC 20402-9371

SSPC Steel Structures Painting Council

4400 Fifth Ave.

Pittsburgh, PA 15213-2683

UBC Uniform Building Code

International Conference of Building Officials

5360 South Workman Mill Road

Whittier, CA 90601

UL Underwriters Laboratories Inc

333 Pfingston Road

Northbrook, IL 60062

1.4 WORK BY GOVERNMENT

When the government or a third party contractor is engaged in work in the immediate area of proposed work under this requirement, the contractor shall schedule and coordinate his/her work with the parties involved in the adjacent work area. At no time shall the contractor interfere with ongoing work by others without prior coordination. The contractor shall request in writing a delayed start of work and extension of the performance period when necessary to facilitate scheduling and coordination with other government agencies or contractors. Request shall be made not less than 5 days prior to the scheduled start date.

1.6 CONTRACTOR USE OF SITE AND PREMISES

1.6.1 Limits.

Limit use of the premises to construction activities in areas indicated on drawings. Allow for Government occupancy and access.

1.6.2 Operations

Confine operations to areas within requirement limits indicated. Do not occupy or disturb portions of the site beyond areas in which construction operations are indicated.

1.6.3 Site Access

Keep driveways and entrances serving the premises and facilities clear and available to the Government at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on site.

1.6.4 Clean-up

Sweep job site as required to ensure spillage, debris, mud, and soil tracked around work site is removed and does not accumulate.

1.6.5 Hauling

Cover, label, and secure all paint containers prior to transport in accordance with Section 09900 1.3. Comply with Section 01234 when hauling contaminated and non-contaminated waste materials.

1.6.6 Protection of Government Property

Protect all Government property within the work site.

1.6.8 Utilities

a. The contractor shall not shut-off, connect to, or re-energize any government utility without prior coordination and approval by authorized government personnel. See Section – 1.14 Permits for coordination requirements.

b. The contractor shall not tap into fire hydrants without prior coordination with the Contracting Officer’s designated representative, 366 CES Utilities

Shop, and base fire department.

1.6.9 Occupancy

During the entire requirement performance period, the contractor can expect buildings, roads, parking lots, and other structures to be occupied and in-use.

Coordinate with CE and contracting officer if there are any scheduling conflicts.

1.6.10 Coordination

Coordination and scheduling shall be through the project inspector or

Contracting Officer’s designated representative 5 workdays (unless otherwise specified in the Statement of Work or Specification) prior to the requested interruption in normal activities.

1.7 DISPOSAL AREA

1.7.1 Landfills/Dumpsters

The Base Landfill and government owned or contracted dumpsters SHALL

NOT BE USED. All generated waste under this requirement shall be removed from MHAFB to a certified landfill/waste disposal site off base.

1.8 WASTE DISPOSAL AND RECYCLING PLAN

1.8.1 Coordination

The contractor shall submit a Waste Disposal and Recycling Plan for the

Government’s approval prior to start of work. (See sample “Waste Disposal and Recycling Plan” below) When preparing the plan, the contractor may contact the base Recycle Center at 828-4212 for advice and suggestions on how to best satisfy the recycling requirement. The plan shall be submitted to the Contracting Officer for coordination with 366 CES/CEI. The plan shall include, at a minimum:

a. Brief description of work done under the requirement.

b. Identification of the major waste stream (categories of waste, e.g. wood, fixtures, cardboard, etc.) to be generated

c. Intended method and location of disposal or recycling for each waste stream.

1.10 HAZARDOUS MATERTIALS (HAZMAT)

The Contractor is authorized to use HazMat on Mountain Home Air Force Base

(MHAFB) under the scope of this requirement in accordance with Mountain Home

AFB Environmental Guide Specification 01 31 20.

1.11 Affirmative Procurement

Affirmative Procurement is described Title 40, Code of Federal Regulations, Part

247 (40 CFR 247) “Comprehensive Procurement Guideline for Products Containing

Recovered Materials” and USEPA’s recommended practices with respect to the procurement of specific designated items are found in the companion Recovered

Materials Advisory Notices (RMANs). This requirement covers only materials such as paints and epoxy floor coverings which are not covered under this code.

1.12 FIRE PROTECTION

1. The contractor shall at all times during the execution of this requirement adhere to the requirements in the following publications:

a. Army Corps of Engineers Manual EM 385-1-1, General Safety

Requirements

b. National Fire Protection Association (NFPA) 241, Standard for

Safeguarding Construction, Alteration, and Demolition Operations

c. Mountain Home AFB Fire Regulations: The Base Fire Department will perform periodic inspections to verify compliance with the above publications and following base regulations. The contractor will promptly correct all violations before work is allowed to continue. All violations will be reported to the Contracting Officer for appropriate action.

2. All personnel shall be trained in the use of portable fire extinguishers and shall be familiar with fire reporting procedures at the work site.

3. Keep excess flammable liquids in closed metal containers approved for such storage.

4. A watch person shall be present when temporary heating devices are used and the work site is vacant.

5. The correct number of approved fire extinguishers shall be present at the work site according to the recommendations of National Fire Protection Association

(NFPA) 10, Standard for Portable Fire Extinguishers, and NFPA 241.

However, a minimum of two 10 pound ABC fire extinguishers shall be present at the work site at all times.

6. Notify the inspector when unusual or potentially dangerous conditions exist due to work being done under this requirement.

7. Welding, Cutting, and Brazing Operations: Comply with Air Force

Occupational, Safety, and Health (AFOSH) Standard 127-5, Welding, Cutting, and Brazing, and with NFPA 51B, Standard for Fire Prevention in

Use of Cutting and Welding Processes. Only certified welders may operate welding equipment. See Section 01010 1.13 for additional requirements.

8. Smoking is prohibited in any facility on Mountain Home AFB. Smoking is prohibited in any area where painting operations are being accomplished.

Smoking is prohibited within 50 feet of the repair dock, paint and dope shops, gasoline storage and dispensing areas, and motor maintenance shops.

Smoking is permitted in designated areas only, verified by the Contracting

Officer. Smoking materials shall be disposed of in special non-combustible containers only.

9. Non-explosion proof heaters and all open flame heaters are prohibited for use in any facility or area where volatile vapors are present or may accumulate.

10. All flexible cords used on appliances will be used in continuous length and be in good condition without splice tape.

11. Remove trash from buildings at the end of the workday.

12. Use only noncombustible trash containers and waste paper containers.

13. Ensure trash does not accumulate on the floors, in attics, or underneath stairwells of buildings. Attics and areas underneath stairwells will not be used for storage without prior written approval of the Base Fire Chief.

14. Locate outdoor trash receptacles at a reasonably safe distance from buildings.

In no instance will trash, including scrap lumber, be stacked less than 15 feet from any building.

15. Rags shall be kept in a metal container with metal lid. Containers shall be properly marked, stating contents.

16. Store flammable liquids only in buildings designated and approved for that purpose. "Flammable" and "No Smoking" signs shall be prominently posted.

17. Do not store gasoline in any building without approval from the Base Fire

Chief.

18. Limit any supplemental supply of flammable liquids kept on the premises to the amount necessary for one day's use. This supply shall be kept in approved safety cans which shall be stenciled with the name of contents and the word

"FLAMMABLE".

19. Locate all paint storage sheds at least 50 feet from any building.

20. Perform all spray painting in compliance with established safe practices.

21. Maintain adequate ventilation in all areas when power equipment is to be used and where an accumulation of explosive gases is likely to occur from the use of power equipment.

22. Do not park privately owned vehicles in any building or structure other than those designated and approved for this purpose.

23. No painting will be performed inside aircraft hangars when aircraft are present in the hangar. Notify the Contracting Officer or designated representative 5 days prior to painting inside hangars to schedule aircraft removal.

1.13 SAFETY

1.13.1 Job Site

The Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and protection of property during performance of the work. This requirement will apply continuously and not be limited to normal working hours.

1.13.2 Work Safety

a. Comply with 29 CFR (Code of Federal Regulations) 1910, Occupational

Safety and Health Standards and with 29 CFR 1926, Safety and Health

Regulations for Construction

b. Comply with Army Corps of Engineers Manual EM 385-1-1, General Safety

Requirements

c. Comply with NFPA 241, Safeguarding Construction, Alteration, and

Demolition Operations

d. Comply with Air Force Safety and Health Standard: AFI 91-301 Air Force

Occupational Safety and Health Program and applicable standards.

1.13.3 Health and Safety Plan

Prior to starting work, prepare and submit a Health and Safety Plan specifically suited for this requirement. In addition to OHSA requirements and requirements of section 01234 of this specification, the plan shall address the following:

a. Scaffolding

b. Traffic signs and Warning signs

c. Personnel Protective Equipment types and intended use

d. Systems for detection and monitoring combustible vapor, and oxygen or carbon monoxide levels

e. Emergency procedures and emergency evacuation routes

f. Personnel lift to include scissor and snorkel lifts

1.13.4 Material Safety Data Sheet (MSDS)

Maintain a copy of MSDS’ for each product at the construction site. See

Section 09900 1.2 for additional requirements.

1.13.5 Severe Weather

Secure structures, materials, and equipment at the work site to prevent property damage and personal injury in the event of severe weather or strong winds.

Ensure items are secured during times the work site is vacant. The Contractor is liable for injury and damage to property due to improperly secured or unsecured items.

1.14 PERMITS

Permits from the base are required for the following activities:

1.14.1 Welding, Cutting, and Burning

Daily welding permits are required for all on site welding, cutting, or other

“hot-work” operations. Contact Base Fire Department for permit issues at 828-

6292 or 828-6005.

1.14.2 Digging, Drilling, and Excavation

Prior to excavation of all types, obtain permission through the Idaho dig line, 1-800-342-1585, prior to any work to be conducted.

a. Mark all areas to be checked for digging or excavation at the project site using white temporary paint. Red Stake will not locate utilities in the field until this requirement is met.

b. Contractor is responsible for maintaining all marks for marked utilities.

c. Allow 14 calendar days for processing the request. Perform hand digging within 2 feet of any marked utilities.

1.14.3 Projects on or near the flightline

Obtain flight line driver’s briefing from Base Operations in Building 262 prior to working on or near the flightline. Training will be provided by Base

Operations to inform personnel of the special requirements for vehicle operation and movement on the flight line.

1.15 SPECIAL CONDITIONS

1.15.1 Absence

Notify the project inspector with the name of an alternate project manager while the primary is absent from the work site for more than 2 consecutive workdays,. Notify the project inspector prior to returning to the Project.

1.15.2 Work Hours

Work may be performed from 0700 to 1700, Monday through Friday. Submit written requests for permission to work different hours or on Saturdays, Sundays, and federal holidays to the Contracting Officer 3 work days in advance of the proposed schedule change.

1.15.3 Flight Line Work

This requirement involves work to be performed near or on the flight line of an active military airfield. The government shall not be liable for delays caused by the contractor’s failure to abide by the following procedures and requirements. The contractor shall comply with the following special requirements:

a. Keep all construction debris, such as dirt, plant matter, asphalt, and gravel, cleaned from the flight line road and the aircraft parking aprons adjacent to the work site. This includes debris from the work site that is blown by the wind to the flight line road and nearby aircraft parking areas. Debris like the above may cause Foreign Object Damage (FOD) to aircraft.

b. Notify the COR immediately if debris needs to be cleaned from the aircraft parking areas. These areas are restricted to authorized personnel, and approval must be obtained before proceeding with cleanup activities. Do not cross painted red lines or red ropes on the pavement without an authorized escort. See Section 01010 1.14.5 and 1.14.6 for restrictions and entry procedures to access these areas.

c. Cleanup may be accomplished by mechanical sweeping, vacuuming, or other suitable methods as long as all debris is collected and there is no damage to the pavement or joint sealant.

d. Advise Base Operations daily at the beginning and end of the work shift.

Keep them informed of work progress.

e. Advise Base Operations in advance when equipment taller than 16 feet is planned to be operated on or near the flight line.

f. Special sweeping procedures are required for work adjacent to or on the flight line. Coordinate with the Contracting Officer and Base Operations for specific requirements.

1.15.4 Security Restrictions and Restricted Areas

This requirement involves work to be performed near or on the flight line of an active military airfield and within the non-nuclear munitions storage area

(NMSA). The government shall not be liable for delays caused by the contractor’s failure to abide by the following procedures and requirements.

a. Contractor personnel shall not be granted unescorted entry into airfield and

NMSA restricted areas.

b. The Contractor shall submit a list of all personnel, including sub-contractor personnel, who will work within the restricted areas. This list shall contain the full name, address, driver’s license number, company name, reason for visit, security clearance (if conducted), and dates for access for each employee. This information is required to perform security checks. The contractor should anticipate that some of the people on this list will be denied access to restricted areas. The contractor shall also submit a list of vehicles to include year, make, model, license number, and company name

(company name or logo must be on each vehicle). These lists shall be provided to the Contracting Officer no later than two weeks prior to initial start of work. After the lists have been submitted, it will be the Contractor’s responsibility to keep the lists current. Information for new employees whose names were not provided on the initial list shall be provided at least three (3) workdays prior to the time when the new employees need access to the restricted areas or adjacent work areas. Employees who have terminated employment or who have been dismissed shall be identified and removed as soon as possible from the entry authority list; but no later than 24 hours after termination. Only those employees with two forms of identification (of which must be pictured) and whose names appear on the list shall be permitted entry into a restricted area.

c. Contractor personnel may be prohibited from entering or required to vacate restricted areas at any time due to military operations, inspections, exercises, or any other official activity.

d. Contractor personnel shall enter and exit controlled areas at designated entry control points (ECP) only. Contractor personnel shall sign-in when entering and sign-out when exiting on posted visitor entry logs. All personnel shall provide name, company, social security number, destination, and valid picture ID when signing in. Valid picture ID’s can be any of the following:

Military Identification Card, DoD or Federal Agency identification card, Department of Energy credentials, state drivers license, contractor identification cards, or locally issued Air Force identification card (AF Form

75). At least one of these forms must be pictured.

e. The contractor shall minimize their workforce in controlled areas due to escort restrictions. Entering and exiting restricted/controlled areas repeatedly throughout the workday shall not be permitted. The contractor shall make every attempt to ensure all personnel, materials, and equipment is on-hand prior to entering the area.

f. The government shall provide escorts from 7:30 AM to 4:30 PM. Work outside these times shall be coordinated and approved by the Contracting

Officer seven (7) days in advance.

g. The use of flame and spark producing equipment in the NMSA area is highly discouraged, however, when work processes require the use of flame or spark producing equipment, the contractor shall notify the base Fire

Department one (1) hour prior to performing the work. A base fire truck is required to be on-site during all hot work inside the NMSA area. The contractor shall not commence any hot work until the Fire Department responds and is on-site. The contractor must comply with Sections 01010

1.10 and 1.13.1 in addition to the above requirements.

h. Photography and videotaping is not permitted for any reason in the Flight line or NMSA areas without prior approval. Approval shall be requested in writing to the Contracting Officer for approval.

i. Vehicles shall not be driven or parked within 30 feet of the NMSA fence unless required to perform requirement work. Unattended vehicles inside or within 100 feet of the restricted areas shall be rendered immobile by removing the keys. If vehicle does not have a keyed ignition, use other suitable means to disable the vehicle, such as disconnecting the battery.

Parking brakes will be set at all times.

j. Contractor shall not stockpile equipment or material within 30 feet of interior perimeter fence. Storage shall be limited to the equipment and material necessary for completion of the work. Storage areas shall be as designated by the Contracting Officer’s Representative (COR).

1.16 PROJECT CLOSE-OUT

Delivery orders will be closed out as follows:

1.16.1 Pre-Final Inspection

Notify the Contracting Officer’s Representative (COR) 3 workdays before the proposed pre-final inspection. Pre-final inspections will not be scheduled until all required submittals have been received and approved by the Contracting

Officer, and final cleanup is accomplished.

1.16.1.1 Punchlist

A punchlist of discrepancies will be developed at the pre-final inspection. All items identified will be corrected prior to the final inspection. If no punchlist items are found, the pre-final inspection will be considered the final inspection.

1.16.2 Final Inspection

Notify the Contracting Officer’s Representative (COR) 3 workdays before the proposed final inspection.

PART 2 - PRODUCTS:

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PART 3 - EXECUTION:

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-- End of Summary of Work Section --

01300-1

SECTION 01300

SUBMITTALS CONTENTS

1.1 PROCEDURES

1.2 RE-SUBMITTALS

1.3 WORK GOVERNED BY SUBMITTALS

1.4 SHOP DRAWINGS

1.5 PRODUCT DATA

1.6 SAMPLES

1.7 MATERIAL SAFETY AND DATA SHEETS (MSDS)

1.8 CONTRACTOR MATERIAL INFORMATION SHEETS

1.9 MANUFACTURER’S INSTRUCTIONS

1.10 MANUFACTURER’S CERTIFICATES

1.11 QUALIFICATION STATEMENTS

PART 2 PRODUCTS:

---- Not Used ----

PART 3 EXECUTION:

-- End of Submittals Contents --

01300-2

SECTION 01300

SUBMITTALS

1.1 PROCEDURES

Transmit each submittal with Air Force (AF) Form 3000. Copies of the form will be provided. Follow the instructions on the AF Form 3000.

a. Provide submittals of all paint products identified in section 09900 once for the entire life of the requirement. Only those products submitted and approved will be authorized for use. New products may be submitted any time during the life of the requirement. New products must meet or exceed specification section requirements and must be approved prior to use.

b. Submittals identified in section 02090 shall be required for each delivery order issued.

c. Sequentially number the submittal forms.

d. Do not put unrelated submittals on one form.

e. Clearly identify on each submittal the items proposed for use.

f. For 1-time submittals such as those in sections 01010 and 09900, submit 4 copies to the Contracting Office not later than 10 days after the Pre-

Performance Conference.

g. For submittals required on every delivery order such as those in section

02090, submit 4 copies to the Contracting Office not later than 10 days after the issuance of the Notice to Proceed.

h. Partial or incomplete submittals will be returned without action. The

Contractor shall be responsible for any delays resulting from incomplete submittals.

i. All submittals shall become the property of the United States Government.

j. Identify variations from Contract Documents and Product or system limitations that may be detrimental to successful performance of the completed Work.

1.2 RESUBMITTALS

Revise and resubmit submittals as required. Identify all changes made since the previous submittal. Re-submittals shall have the original submittal number with an alphabetic suffix.

1.3 WORK GOVERNED BY SUBMITTALS

a. No materials or products submitted for approval shall be delivered to the work site until approved by the Contracting Officer.

01300-3

b. No on-site work shall begin until all materials and equipment involved in the work have been approved by the CO.

c. The Contractor shall bear the cost of removing and replacing unapproved materials or products at the work site.

1.4 SHOP DRAWINGS

Not required.

1.5 PRODUCT DATA

a. Submit four copies in the form of manufacturer's printed literature as required in individual specification Sections.

b. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturer's standard data to provide information unique to this Project.

1.6 SAMPLES

a. Submit one sample of each item as required in individual specification sections.

b. Submit samples to illustrate functional and aesthetic characteristic of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.

c. Submit samples of finishes, textures, and patterns for selection.

d. Include identification on each sample, with full Project information.

e. Where samples of an item are submitted for color selection purposes, resubmit a record sample of the final selection to the Contracting Officer.

1.7 MATERIAL SAFETY DATA SHEETS (MSDS)

Submit copy of MSDS’s for all hazardous materials that will be used in project before notice to proceed is issued.

1.8 CONTRACTOR MATERIAL INFORMATION SHEETS

a. Submit one copy of Contractor Material Information Sheets to Contracting.

b. Information sheet should include type and estimated quantities of hazardous materials that will be used in project

1.9 MANUFACTURER'S INSTRUCTIONS

a. When specified in individual specification sections, submit four copies of manufacturer's printed instructions for delivery, storage, application, and finishing.

b. Identify conflicts between manufacturer's instructions and Contract

Documents.

c. Instructions shall specify all procedures that must be followed to assure no conditions of the manufacturer's warranty are violated.

01300-4

1.10 MANUFACTURER'S CERTIFICATES

a. When specified in individual specification sections, submit four copies of manufacturer's certificate for review.

b. Indicate material or product conforms to or exceeds specified requirements.

Submit supporting reference data, affidavits, and certificates as appropriate.

c. Certificates may be recent or previous test results, conducted by a nationally recognized testing agency, on the material or products. Certificates must be acceptable to the Contracting Officer.

1.11 QUALIFICATION STATEMENTS

a. Submit four electronic copies in the form of letters, licenses, or certificates that show compliance with requirements specified in individual specification sections.

b. A major representative of the firm shall sign letters for products being submitted on.

c. Public authorities or nationally recognized agencies representing the appropriate industry must issue licenses or certificates.

PART 2 PRODUCTS:

---- Not Used ----

PART 3 EXECUTION:

-- End of Submittals Section --

01400-1

SECTION 01400

QUALITY CONTROL CONTENTS

1.1 WORKMANSHIP

1.1.1 Standards

1.1.2 Qualifications

1.1.3 Applicator

1.1.4 Fasteners and Anchors

1.2 MANUFACTURERS' INSTRUCTIONS AND CERTIFICATES:

1.3 TESTING LABORATORY SERVICES:

PART 2 - PRODUCTS:

PART 3 - EXECUTION:

-- End of Quality Control Contents--

01400-2

SECTION 01400

QUALITY CONTROL

1.1 WORKMANSHIP

The contractor shall be responsible for providing quality control over all operations associated with the execution of the work under this requirement. Quality Control shall be accomplished by a designated representative qualified in each discipline of work to ensure workmanship meets industry standards. The contractor’s Quality

Control designee shall have the authority to direct corrective actions. The contractor shall submit in writing the designated Quality Control Representative and qualifications.

1.1.1 Standards

Comply with industry standards except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship.

1.1.2 Qualifications

All work shall be performed by persons qualified to produce workmanship of specified quality.

1.1.3 Applicator

Where specific instructions in this Specification requires that a particular product and/or materials be installed and/or applied by “approved applicator” of the manufacturer, it shall be the Contractor’s responsibility to ensure that any subcontractors used for such work be approved applicators.

1.1.4 Fasteners and Anchors

Secure equipment and products in place with positive anchorage devices designed and sized to withstand appropriate stresses, vibration, and racking.

Equipment includes but is not limited to, scaffolding, ladders, protective barriers, and other equipment necessary to perform the work. Products include but are not limited to new gypsum wallboard systems, new partitions, and any other structural member or architectural feature of a facility.

1.2 MANUFACTURERS' INSTRUCTIONS AND CERTIFICATES:

a. When required by individual Specifications section, submit manufacturer's printed instructions, in accordance with Section 01300, for product data, assembly, installation, adjusting, and finishing.

b. Comply with instructions in full details including each step in sequence.

Should instructions conflict with Contract Documents, request clarification from the Contracting Officer before proceeding.

c. When required by individual Specifications section, submit manufacturers' certificate, in duplicate, that products meet specified requirements.

01400-3

1.3 TESTING LABORATORY SERVICES:

a. Submit a testing laboratory for approval in accordance with section 01300.

b. Notify the testing laboratory that materials are ready for sampling.

Selection of samples shall be made by the authorized representative of the testing laboratory or the Contracting Officer.

c. The testing lab shall submit reports in duplicate to the Contracting Officer with a copy sent to the Contractor. Reports shall be submitted within 24 hours of the completion of the tests.

d. If required as a result of the taking of samples, patching shall be done by the

Contractor, within 1 or 2 hours of taking sample.

e. Work that does not pass the specified requirements shall be corrected and re-tested at the Contractor's expense until requirements are met.

PART 2 - PRODUCTS:

PART 3 - EXECUTION:

-- End of Quality Control Section --

02580-1

02580-2

09250-1

SECTION 09250

DIVISION 9-FINISHES

GYPSUM WALLBOARD CONTENTS

1.1 REFERENCES

1.2 SUBMITTALS

1.2.1 Certificates

1.3 QUALIFICATIONS

1.4 DELIVERY, STORAGE AND HANDLING

1.5 ENVIRONMENTAL CONDITIONS

PART 2 MATERIALS

2.1 GYPSUM BOARD

2.1.1 Standard Gypsum Board

2.1.2 Fire-Rated Gypsum Board

2.1.3 Water-Resistant Gypsum Board

2.2 TRIM, MOLDINGS, AND ACCESSORIES

2.2.1 Taping and Embedding Compound

2.2.2 Finishing or Topping Compound

2.2.3 All-Purpose Compound

2.2.4 Joint Tape

2.2.5 Trim, Control Joints, Beads, Stops and Nosings

2.3 FASTENINGS AND ADHESIVES

09250-2

2.3.1 Nails

2.3.2 Screws

2.3.3 Adhesives

PART 3 EXECUTION

3.1 APPLICATION OF GYPSUM BOARD

3.1.1 Two-Ply Gypsum Board

3.1.3 Water-Resistant Gypsum Board

3.1.4 Adhesively-Applied Gypsum Board

3.2 TRIM, MOLDINGS, AND ACCESSORIES INSTALLATION

3.3 TAPING AND FINISHING

3.4 FIRE-RESISTANT ASSEMBLIES

3.5 PATCHING

-- End of Gypsum Wallboard Contents –

09250-3

09670-1

09670-2

09900-1

SECTION 09900

PAINTING, GENERAL CONTENTS

1.2.1 Data

1.2.2 Instructions

1.2.3 Reports

1.2.4 Certificates

1.2.5 Samples

1.3 PACKAGING, LABELING, AND STORING

1.4 APPROVAL OF MATERIALS

1.6 SAFETY AND HEALTH

1.6.1 Worker Exposures

1.6.2 Toxic Compounds

1.6.3 Training

1.6.4 Coordination

PART 2 PRODUCTS

2.1 PAINT

2.1.1 Colors and Tints

2.1.2 Mildewcide and Insecticide

2.1.3 Lead

2.1.4 Chromium

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2.1.5 Volatile Organic Compound (VOC) Content

PART 3 EXECUTION

3.1 PROTECTION OF AREAS NOT TO BE PAINTED

3.2 SURFACE PREPARATION

3.2.1 Concrete, Stucco and Masonry Surfaces

3.2.2 Ferrous Surfaces

3.2.3 Nonferrous Metallic Surfaces

3.2.4 Gypsum Board Surfaces

3.2.5 Mastic-Type Surfaces

3.2.6 Plaster Surfaces

3.2.7 Wood Surfaces

3.2.7.1 Interior Wood Stain

3.2.7.2 Sanding of Wood Floors

3.2.8 Previously Painted Surfaces

3.3 MIXING AND THINNING

3.3.1 Cement-Emulsion Filler Coat

3.3.2 Two-Component Systems

3.4 APPLICATION

3.4.1 Ventilation

3.4.2 Respirators

3.4.3 First Coat

3.4.4 Timing

3.4.5 Stains

3.4.6 Fillers

3.4.6.1 Cement-Emulsion Filler

3.4.6.2 Latex Filler

09900-3

3.4.7 Textured Coating

3.4.8 Ferrous-Metal Primer

3.5 PIPE COLOR CODE MARKING

3.6 MISCELLANEOUS PAINTING

3.6.1 Lettering

3.6.2 Obstructions to Aviation

3.7 SURFACES TO BE PAINTED

3.8 SURFACES NOT TO BE PAINTED

3.9 CLEANING

3.10 PAINTING SCHEDULES

3.11 DORM ROOM PAINTING

-- End of Painting, General Contents –

09900-4

SECTION 09900

PAINTING, GENERAL

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS

(ACGIH)

ACGIH-02 (1996) Threshold Limit Values for Chemical

Substances and Physical Agents and

Biological Exposure Indices

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM C 150 (1996) Portland Cement

ASTM D 3273 (1994) Resistance to Growth of Mold on the

Surface of Interior Coating in an

Environmental Chamber

ASTM D 3274 (1995) Evaluating Degree of Surface

Disfigurement of Paint Films by Microbial

(Fungal or Algal) Growth or Soil and Dirt

Accumulation

ASTM D 4214 (1989) Evaluating the Degree of Chalking of

Exterior Paint Films

ASTM D 4258 (1988; R 1992) Surface Cleaning Concrete for Coating

COMMERCIAL ITEM DESCRIPTIONS (CID)

CID A-A-1500 (Rev A) Sealer, Surface (Latex Block Filler)

CID A-A-1546 (Rev A) Rubbing Varnish

CID A-A-1632 (Basic) Varnish, Asphalt

CID A-A-1788 (Basic) Varnish, Oil: Interior

09900-5

CID A-A-2246 (Rev A) Paint, Latex (Gloss, Interior)

CID A-A-2247 (Basic) Paint, Latex (Semi-gloss, Interior)

CID A-A-2248 (Basic) Paint, Latex, (Flat, Interior)

CID A-A-2335 (Basic) Sealer, Surface (Varnish Type, Wood and

Cork Floors)

CID A-A-2336 (Rev A) Primer Coating (Alkyd, Exterior Wood, White and Tints)

CID A-A-2339 (Basic) Stain (Wood, Solvent-Dye Type)

CID A-A-2542 (Basic) Sealer, Terrazzo and Concrete Floors, Water-based

CID A-A-2834 (Rev A) Urethane, Waterborne (Low VOC, Clear)

CID A-A-2867 (Basic) Coating, Polyurethane, Single Component

Moisture Cure

CID A-A-2962 (Basic) Enamel, Alkyd

CID A-A-2994 (Basic) Primer Coating, Interior, for Walls and

Wood

FEDERAL AVIATION ADMINISTRATION (FAA)

FAA AC 70/7460-1 (Rev J) Obstruction Marking and Lighting

FEDERAL SPECIFICATIONS (FS)

FS TT-C-542 (Rev E) Coating, Polyurethane, Oil-Free, Moisture

Curing

FS TT-C-555 (Rev B; AM 1) Coating, Textured (for Interior and Exterior

Masonry Surfaces)

FS TT-E-2784(Rev A) Enamel (Acrylic-Emulsion, Exterior Gloss and Semi-gloss) (Metric)

FS TT-P-28 (Rev G) Paint, Aluminum, Heat Resisting (1200

Degrees F.)

FS TT-S-708 (Rev A; Am 2) Stain, Oil; Semi-Transparent, Wood, Exterior

FS TT-S-001992 (Basic) Stain, Latex, Exterior for Wood Surfaces

MAPLE FLOORING MANUFACTURERS ASSOCIATION (MFMA)

09900-6

MFMA-03 (1995) Floor Finish List and Specifications for

Heavy Duty and Gymnasium Finishes for

Maple, Beech and Birch Floors: MFMA

Floor Finish List Number 14

STEEL STRUCTURES PAINTING COUNCIL (SSPC)

SSPC Paint 5 (1995) Zinc Dust, Zinc Oxide and Phenolic

Varnish Paint

SSPC Paint 18 (1991) Chlorinated Rubber Intermediate Coat

Paint

SSPC Paint 20 (1991) Zinc-Rich Primers (Type I – Inorganic and

Type II – Organic)

SSPC Paint 23 (1982) Latex Primer for Steel surfaces

SSPC Paint 25 (1991) Red Iron Oxide, Zinc Oxide, Raw Linseed

Oil and Alkyd Primer (Without Lead and

Chromate Pigments)

SSPC SP 1 (1982) Solvent Cleaning

SSPC SP 2 (1995) Hand Tool Cleaning

SSPC SP 3 (1995) Power Tool Cleaning

SSPC SP 6 (1994) Commercial Blast Cleaning

SSPC SP 7 (1994) Brush Off Blast Cleaning

The following submittals shall be submitted not later than 10 days after the notice to proceed date. Government approval is required for submittals with a “GA” designation; submittals having an “FIO” designation are for information only. The following shall be submitted in accordance with Section 01300, 1.1 SUBMITTAL

PROCEDURES:

1.2.1 Data

Paint; [GA].

The names, quantity represented, and intended use for the proprietary brands of materials proposed to be substituted for the specified materials regardless of quantities. Correlate all paint submittals to the respective requirements in the Exterior and Interior paint schedules at the end of this section. A list of hazardous materials, including MSDS sheets, shall be submitted to the base hazardous materials manager 366 CES/CEV prior to use.

1.2.2 Instructions

09900-7

Mixing and Thinning; [GA].

Application; [GA].

Manufacturer’s current printed product description, material safety data sheets

(MSDS) and technical data sheets for each coating system. Detailed mixing, thinning and application instructions, minimum and maximum application temperature, and curing and drying times between coats for epoxy, moisture-curing polyurethane, and liquid glaze coatings. Detailed application instructions for textured coatings shall be provided.

1.2.3 Reports

Paint; [GA].

a. A test report showing that the proposed batch to be used meets specified requirements:

b. A test report showing that a previous batch of the same formulation as the batch to be used met specified requirements, plus, on the proposed batch to be used, a report of test results for properties of weight per liter, weight per gallon, viscosity, fineness of grind, drying time, color, and gloss.

1.2.4 Certificates

Lead; [GA].

Mildewcide and Insecticide; [GA].

Volatile Organic Compound (VOC) Content; [GA].

a. Certificates stating that paints for interior use contain no mercurial mildewcide or insecticide.

b. Certificates stating that paints proposed for use contain not more than 0.06 percent lead by weight of the total nonvolatile.

c. Certificate stating that paints proposed for use meet Federal VOC regulations and those of the local Air Pollution Control Districts having jurisdiction over the geographical area in which the project is located.

1.2.5 Samples

Moisture-Curing Polyurethane; [GA].

A complete moisture-curing polyurethane system applied to a panel of the same material as that on which the coating will be applied in the work and for each color specified. The sample panels will be used for quality control in applying the system.

09900-8

Paint; [GA].

While the material is at the site or source of supply, and at a time agreeable to the Contractor and the Contracting Officer’s Representative, a 1 quart sample of each color and batch, shall be taken by random selection from the sealed containers by the Contractor in the presence of a representative of the

Contracting Officer. The contents of the containers to be sampled shall be thoroughly mixed to ensure that the sample is representative. Samples shall be identified by designated name, specification number, manufacturer name and address, batch number, project requirement number, intended use, and quantity involved.

1.3 PACKAGING, LABELING, AND STORING

Paints shall be in sealed containers that legibly show the designated name, formula or specification number, batch number, color, quantity, date of manufacture, manufacturer’s formulation number, manufacturer’s directions including any warnings and special precautions, and name of manufacturer. Pigmented paints shall be furnished in containers not larger than 5 gallons. Paints and thinner shall be stored in accordance with the manufacturer’s written directions and as a minimum stored off the ground, under cover, with sufficient ventilation to prevent the buildup of flammable vapors and at temperatures between 40 and 95 degrees F. Paints shall be stored on the project site or segregated at the source of supply sufficiently in advance of need to allow 30 days for testing. All Hazardous materials will be stored in approved hazardous storage containers in accordance with MHAFB hazardous material handbook, version 1, August 2004.

1.4 APPROVAL OF MATERIALS

When samples are tested, approval of materials will be based on tests of the samples;

otherwise, materials will be approved based on test reports furnished with them. If materials are approved based on test reports furnished, samples will be retained by the

Government for testing should the materials appear defective during or after application. In addition to any other remedies under the requirement the cost of re-testing defective materials will be at the Contractor’s expense.

Unless otherwise recommended by the paint manufacturer, the ambient temperature shall be between 45 and 95 degrees F when applying coatings other than water-thinned, epoxy, and moisture-curing polyurethane coatings. Water-thinned coatings shall be applied only when ambient temperature is between 50 and 90 degrees F.

Epoxy and moisture-curing polyurethane coatings shall be applied only within the minimum and maximum temperatures recommended by the coating manufacturer.

Moisture-curing polyurethane shall not be applied when the relative humidity is below 30 percent.

09900-9

1.6 SAFETY AND HEALTH

Work shall comply with applicable Federal, State, and local laws and regulations, and with the Accident Prevention Plan, including the Activity Hazard Analysis. The

Activity Hazard Analysis shall include analyses of the potential impact of painting operations on painting personnel and on others involved in and adjacent to the work zone.

1.6.1 Worker Exposures

Exposure of workers to hazardous chemical substances shall not exceed limits established by ACGIH-02, or as required by a more stringent applicable regulation.

1.6.2 Toxic Compounds

Toxic products having ineffective physiological warning properties, such as no or low odor or irritation levels, shall not be used unless approved by the

Contracting Officer.

1.6.3 Training

Workers having access to an affected work area shall be informed of the contents of the applicable material data safety sheets (MSDS) and shall be informed of potential health and safety hazard and protective controls associated with materials used on the project. An affected work area is one, which may receive mists and odors from the painting operations. Workers involved in preparation, painting and clean up shall be trained in the safe handling and application, and the exposure limit, for each material which the worker will use in the project. Personnel having a need to use respirators and masks shall be instructed in the use and maintenance of such equipment.

1.6.4 Coordination

Work shall be coordinated to minimize exposure of building occupants, other

Contractor personnel, and visitors to mists and odors from preparation, painting and clean-up operations.

2.1 PAINT

The term “paint” as used herein includes emulsions, enamels, paints, stains, varnishes, sealers, cement-emulsion filler, and other coatings, whether used as prime, 09900-10 intermediate, or finish coat. Paint shall conform to the requirements listed in the painting schedules at the end of this section. Additional requirements are as follows:

2.1.1 Colors and Tints

Colors shall be as specified in the Statement of Work for each delivery order.

Color and sheen shall be specified by Federal Standard Color designations per

FED-STD-595B or selected from manufacturer’s standard color charts.

Manufacturer’s standard color is for identification of color only. Sheen shall be as specified for the selected color. Tinting of epoxy and urethane paints shall be done by the manufacturer. Stains shall conform in shade to manufacturer’s standard color. The color of the undercoats shall vary slightly from the color of the next coat.

2.1.2 Mildewcide and Insecticide

Paint specified for all coats applied to fabrics and vapor barrier jackets over insulation and surfaces in areas susceptible to high humidity shall contain a mildewcide that will not adversely affect the color, texture, or durability of the coating. The mildewcide shall be incorporated into the paint by the manufacturer and shall attain a surface disfigurement rating of 8 or greater when tested in accordance with ASTM D 3273 and evaluated in accordance with ASTM D 3274.

Mercurial mildewcide shall not be used in interior paint. Insecticides shall not be used in paint.

2.1.3 Lead

Paints containing lead in excess of 0.06 percent by weight of the total nonvolatile content (calculated as lead metal) shall not be used.

2.1.4 Chromium

Paints containing zinc chromate or strontium chromate pigments shall not be used.

2.1.5 Volatile Organic Compound (VOC) Content

Paints shall comply with applicable federal, state and local laws enacted to insure compliance with Federal Clean Air Standards and shall conform to the restrictions of the local air pollution control authority.

3.1 PROTECTION OF AREAS NOT TO BE PAINTED

09900-11

Items not to be painted which are in contact with or adjacent to painted surfaces shall be removed by workmen skilled in the trades or protected prior to surface preparation and painting operations. Items removed prior to painting shall be replaced when painting is completed. Following completion of painting, workmen skilled in the trades involved shall reinstall removed items. Surfaces contaminated by coating materials shall be restored to original condition.

3.2 SURFACE PREPARATION

Surfaces to be painted shall be clean and free of foreign matter before application of paint or surface treatments. Oil and grease shall be removed prior to mechanical cleaning. Cleaning shall be programmed so that dust and other contaminants will not fall on wet, newly painted surfaces. Exposed ferrous metals such as nail heads on or in contact with surfaces to be painted with water-thinned paints, shall be spot-primed with a suitable corrosion-inhibitive primer capable of preventing flash rusting and compatible with the coating specified for the adjacent areas.

3.2.1 Concrete, Stucco and Masonry Surfaces

Concrete, stucco and masonry surfaces shall be allowed to dry at least 30 days before painting, except concrete slab on grade which shall be allowed to cure 90 days before painting. Surfaces shall be cleaned in accordance with ASTM D

4258. Glaze, efflorescence, laitance, dirt, grease, oil, asphalt, surface deposits of free iron and other foreign matter shall be removed prior to painting. Surfaces to receive polyurethane or epoxy coatings shall be acid-etched or mechanically abraded as specified by the coating manufacturer, rinsed with water, allowed to dry, and treated with the manufacturer’s recommended conditioner prior to application of the first coat.

3.2.2 Ferrous Surfaces

Ferrous surfaces including those that have been shop-coated shall be solvent-cleaned or detergent-washed in accordance with SSPC SP 1. Surfaces that contain loose rust, loose mill scale, and other foreign substances shall be cleaned mechanically with hand tools according to SSPC SP 2, power tools according to

SSPC SP 3 or by sandblasting according to SSPC SP 7. Shop-coated ferrous surfaces shall be protected from corrosion by treating and touching up corroded areas immediately upon detection.

3.2.3 Nonferrous Metallic Surfaces

Galvanized, aluminum and aluminum-alloy, lead, copper, and other nonferrous metal surfaces shall be solvent-cleaned…