Specifications.pdf

STATEMENT OF WORK

934 Airlift Wing Minneapolis – St. Paul Air Reserve Station

Minneapolis, MN 55450-2100

Project No. QJKL 13-0013

MAINTAIN PAINT EXTERIOR MAINTENANCE HANGARS, BLDGS 821 & 870

Project No. QJKL 13-0014

MAINTAIN PAINT EXTERIOR MAINTENANCE SHOPS, BUILDING 822

934th Civil Engineering 760 Military Highway, Building 744

Minneapolis, MN 55450

10 DECEMBER 2014

Project Table of Contents Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00.00 40 SUMMARY OF WORK

01 33 00 SUBMITTAL PROCEDURES

01 62 35 RECYCLED / RECOVERED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

DIVISION 09 – FINISHES

09 06 90 COLOR SCHEDULE

09 90 00 PAINTS AND COATINGS

ATTACHMENTS

Lead Based Paint Survey Data

--END OF PROJECT TABLE OF CONTENTS--

Section 01 11 00.00 40 Page 1

SECTION 01 11 00.00 40

SUMMARY OF WORK

06/06, Rev 12/07 (934 MSG/CEC)

PART 1 GENERAL

1.1 ATTACHMENTS

AF 3064 (Construction Progress Schedule)

AF 3065 (Progress Report)

1.2 DESCRIPTION OF WORK

The scope of this project is to furnish all plant, labor, materials, and equipment and performing all work to Maintain Exterior Paint on Maintenance Hangars 821, 822 & 870, in accordance with the applicable technical drawings and any technical specifications and/or notes on the drawings.

1.3.1 SETS FURNISHED

The Contractor shall check be responsible for making copies of any technical documents (Statement of Work, drawings, etc.) including amendments. The bid drawings as amended shall be utilized in the performance of the work the contract drawings (i.e., bid drawings that have been posted with all amendment changes) are provided to the contractor. See the paragraph below for contract drawing and distribution requirements. The work shall conform to the contract drawings, set out in the drawing index, all of which form a part of these specifications. The work shall also conform to any standard details bound or referenced herein.

1.3.2 NOTIFICATIONS OF DISCREPANCIES

The Contractor shall check all drawing files furnished him immediately upon their receipt and shall promptly notify the Contracting Officer of any discrepancies. Dimensions marked on drawings shall be followed in lieu of scale measurements. Enlarged plans and details shall govern where the same work is shown at smaller scales. All scales shown are based on a standard drawing size of 24" x 36". If any other size drawings are furnished or plotted the contractor shall adjust the scales accordingly. The Contractor shall also advise sub-contractors of the above. The Contractor shall compare all drawings and verify the figures before laying out the work and will be responsible for any errors which might have been avoided thereby.

1.3.3 OMISSIONS

Omissions from the drawings or specifications or the mis-description of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or mis-described details of the work and will be responsible for any errors which might have been avoided thereby.

Section 01 11 00.00 40 Page 2

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Submit the following items to the Contracting Officer:

Temporary Fencing and Security Fencing Phasing Plan; G

See Sub-section 1.7 SCHEDULING OF WORK.

SD-11 Closeout Submittals

Submit the following items to the Contracting Officer:

Warranty

1.5 SCHEDULING OF WORK

The Contractor shall, within five days after the work commences or another period of time determined by the Contracting Officer, prepare and submit to the Contracting Officer for approval, three (3) copies of a Construction Progress Schedule (AF 3064) showing the order in which the Contractor proposes to perform the work. The schedule shall separate the work into phases developed in cooperation with the Government. The schedule shall include the dates on which the Contractor contemplates starting and completing the salient elements of the work. The Contractor shall also specifically identify on each progress report, any apparent, anticipated or proposed deviation from the previously approved schedule.

1.6 REGULATIONS

The Contractor shall comply with all standard and special safety and fire regulations, including those in the Corps of Engineers Safety Manual, the American General Contractors Safety Manual, OSHA, and certain base regulations. Prior to the start of the work, the Contractor may be required to meet with the Contracting Officer to review specific safety and fire regulations.

1.7 TESTING

The contractor shall furnish all material testing and certifications as required by this contract. Any expense associated with the use of an independent testing agency, as may be required by this contract shall be provided unless otherwise specified.

1.8 WARRANTIES AND OPERATING INSTRUCTIONS

Section 01 11 00.00 40 Page 3

Warranties and operating instructions are required to be submitted directly to the Contracting Officer at the completion of the contract work.

Four copies of all warranties and operating instructions shall be provided unless otherwise specified.

1.9 GOVERNMENT OCCUPANCY

The Government will occupy the building during construction. Contractor shall schedule and perform the work so as not to interfere with the Government's operations. The Contractor shall cooperate fully with the Government during construction operations to minimize conflicts and to facilitate Government usage.

1.10 BASE HOURS

Base operation hours are 7:00 a.m. to 5:00 p.m. daily (Monday through Friday), excluding federal holidays. Access to the base during other times must be requested in writing from the Contracting Officer and will be granted only for extenuating circumstances.

1.11 BASE ACCESS

Access onto and across the grounds shall be as directed by the Government.

Employee parking shall be as directed by the Contracting Officer. Also, the Government may impose restrictions regarding methods and points of contractor access in order to maintain orderly operation of the facility during the construction period.

1.12 TEMPORARY BARRICADES AND FENCES

The Contractor shall furnish, install, and maintain barricades, fences, warning signs, steps, bridges, platforms and scaffolds required for execution of the Contractor's work and to secure hazardous areas and equipment from the general public or the building occupants. Prior to beginning project work the Contractor shall submit a Temporary Fencing and Security Fencing Phasing Plan. The proposed location for the fencing is identified on the drawings.

Maintain all temporary facilities and controls as long as needed for the safe and proper completion of the work. Remove all such temporary facilities and controls as rapidly as progress of the work will permit or as directed by the Contracting Officer.

1.13 TEMPORARY CONSTRUCTION FACILITIES

1.14 AVAILABILITY OF UTILITY SERVICES

The Contractor may use Government utilities in the vicinity of the project area. The Contractor shall not be wasteful of the Government utilities and the Government reserves the right to assess the Contractor for utility use upon discovery of negligence with respect to utility usage. All temporary lines shall be maintained by the Contractor in a workmanlike manner satisfactory to the Contracting Officer and shall be removed by the Contractor in like manner prior to final acceptance of the construction.

1.15 UTILITY SERVICE INTERRUPTIONS

Section 01 11 00.00 40 Page 4

The Contractor shall submit written notification not less than 15 calendar days in accordance of each interruption of each utility and communication service to or within existing buildings and facilities being used by others.

No single outage will exceed 4 hours unless approved in writing. The time and duration of all outages will be coordinated and approved with the using agency by the Contracting Officer.

1.16.4 Free Zone Letter

The work is to be accomplished in a restricted or controlled area.

Therefore, it is the responsibility of the Contractor to obtain a "free zone letter" so a free zone can be established prior to starting work. Free zones are areas established within restricted/controlled areas when a construction work and similar activities make it inappropriate or impractical to apply normal circulation security controls. For a "free zone letter", the Contractor shall provide the Contracting Officer with not less than 14 calendar days written notice of the intent to perform work in a controlled or restricted area to allow the Government the opportunity to get the letter drafted, coordinated and approved. Options for establishing a free zone within the restricted area would be; traffic cones with posts and orange tape between them, snow fence with posts, or security fence. All measures would start at the access point and continue to the building entrance and include construction laydown area.

1.17 PROTECTION OF FACILITIES

The Contractor shall preserve and protect all structures, equipment, pavements and vegetation on or adjacent to the work site, which are not to be removed and which do not unreasonably interfere with the work required under this contract. The Contractor shall repair or replace any damage resulting from failure to comply with the requirements of this contract or failure to exercise reasonable care in performing the work. Any repair or replacement shall be accomplished at the expense of the Contractor and to the satisfaction of the Contracting Officer.

1.18 DD FORM 1394 CHECK LIST

Not Used

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

TITLE AND LOCATION

SUBMITTAL REGISTER

CONTRACT NO.

MAINTAIN EXTERIOR PAINT, BUILDINGS 821, 822, & 870

CONTRACTOR

A C T I V I T Y

N O

R A N S M I T T

L

S P E

S

DESCRIPTION

ITEM SUBMITTED

R A G # R A

H

G

V

C T L A O S R S I A F / I E C A R T E I V O W N R

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH

REMARKS

SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

T I

D

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

T I

D

DATE

OF

ACTION

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

01 74 19 SD-07 Certificates Receipts of Solid Waste 1.7.1 09 06 90 SD-04 Samples Color Schedule G 09 90 00 SD-03 Product Data Manufacturer's Technical Data 2.1 G Sheets SD-04 Samples Color 1.11 G SD-08 Manufacturer’s Instructions Application instructions 3.3.1 Mixing 3.6.2 Manufacturer's Material Safety 1.7.2 Data Sheets

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 24 OF 47 PAGES

Section 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

10/06, Rev 12/07, 934 MSG/CEC

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal

Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236-21, Specifications and Drawings for Construction," paragraphs (d), (e), and (f) apply to all "submittals."

1.1.2 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections. Submittals are identified by SD numbers and titles as follows.

SD-01 Preconstruction Submittals

Submittals which are required prior to a notice to proceed on a new contract.

Submittals required prior to the start of the next major phase of the construction on a multi-phase contract. Schedules or tabular list of data or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work, submitted prior to contract notice to proceed or next major phase of construction.

Certificates of insurance.

Surety bonds.

List of proposed subcontractors.

List of proposed products.

Construction Progress Schedule.

Schedule of prices.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-11 Closeout Submittals

Section 01 33 00 Page 2

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract.

For example, Record Drawings, manufacturer's help and product lines necessary to maintain and install equipment. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.1.3 Approving Authority

Office or designated person authorized to approve submittal.

1.1.4 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.2 SUBMITTALS

At the end of this section is a list of submittals showing items of equipment and materials for which submittals are required by the specifications.

1.3 PROCEDURES FOR SUBMITTALS

1.3.1 Reviewing, Certifying, Approving Authority

The 934th Civil Engineering Division shall be responsible for reviewing and certifying that submittals are in compliance with contract requirements.

Approving authority on submittals is the Contracting Officer.

1.3.2 Constraints

a. Submittals listed or specified in this contract shall conform to provisions of this section, unless explicitly stated otherwise.

b. Submittals shall be complete for each definable feature of work;

components of definable feature interrelated as a system shall be submitted at same time.

c. When acceptability of a submittal is dependent on conditions, items, or materials included in separate subsequent submittals, submittal will be returned without review.

d. Approval of a separate material, product, or component does not imply approval of assembly in which item functions.

1.3.3 Scheduling

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential requirements to resubmit.

Section 01 33 00 Page 3

b. Except as specified otherwise, allow a review period, beginning with receipt by approving authority, that includes at least 10 working days for submittals for Contracting Officer approval.

Period of review for each resubmittal is the same as for initial submittal.

1.4 FORMAT OF SUBMITTALS

1.4.1 Transmittal Form

APPROVAL MUST BE OBTAINED FROM THE CONTRACTING OFFICER PRIOR TO INITIATING

ANY WORK WHICH INCLUDES MATERIAL FROM THIS LIST. All submittals shall be submitted to the Contracting Officer for approval. All submittals shall be accomplished by the use of the AF 3000. All submittals except warranties and operating instructions, as noted below, shall be furnished for review no later than 10 calendar days after receipt of the Notice to Proceed, or at a time frame specified by the Contracting Officer. All submittals shall be submitted in THREE ORIGINAL COPIES, except for the AF Form 3000. This form will be submitted in one original and two copies with the attachments. The Contracting Officer shall return one copy of the same to the Contractor within 10 calendar days after receipt, or at a time frame specified by the Contracting Officer. The submittal shall be appropriately marked either APPROVED or DISAPPROVED, and may include additional comments. If submittals cannot be made within 10 calendar days after receipt of the Notice to Proceed, or within a time frame specified by the Contracting Officer, the Contracting Officer shall be advised of the difficulty and of any extension of the time being requested.

1.4.2 Identifying Submittals

Identify submittals with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

a. Project title and location.

b. Construction contract number.

c. Section number of the specification section by which submittal is required.

d. Submittal description (SD) number of each component of submittal.

e. When a resubmission, add alphabetic suffix on submittal description, for example, SD-10A, to indicate resubmission.

f. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier Contractor associated with submittal.

g. Product identification and location in project.

1.4.3 Format for SD-02 Shop Drawings

a. Shop drawings shall not be less than 8 1/2 by 11 inches nor more than 30 by 42 inches.

Section 01 33 00 Page 4

b. Present 8 1/2 by 11 inches sized shop drawings as part of the bound volume for submittals required by section. Present larger drawings in sets.

c. Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph entitled "Identifying Submittals."

d. Dimension drawings, except diagrams and schematic drawings; prepare drawings demonstrating interface with other trades to scale. Shop drawing dimensions shall be the same unit of measure as indicated on the contract drawings. Identify materials and products for work shown.

e. Drawings shall include the nameplate data, size and capacity. Also include applicable federal, military, industry and technical society publication references.

1.4.4 Format of SD-03 Product Data and SD-08 Manufacturer's Instruction

a. Present product data submittals for each section as a complete, bound volume. Include table of contents, listing page and catalog item numbers for product data.

b. Indicate, by prominent notation, each product which is being submitted; indicate specification section number and paragraph number to which it pertains.

c. Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist. Identify this material as developed specifically for project, with information and format as required for submission of SD-07 Certificates.

e. Product data shall include the manufacturer's name, trade name, place of manufacture, and catalog model or number. Submittals shall also include applicable federal, military, industry and technical society publication references. Should manufacturer's data require supplemental information for clarification, the supplemental information shall be submitted as specified for SD-07 Certificates.

f. Where equipment or materials are specified to conform to industry and technical society reference standards of the organizations such as American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), and Association of Edison Illuminating Companies (AEIC), submit proof of such compliance.

The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer. The certificate shall state that the item has been tested in accordance with the specified organization's test

Section 01 33 00 Page 5 methods and that the item complies with the specified organization's reference standard.

g. Submit manufacturer's instruction prior to installation.

1.4.5 Format of SD-04 Samples

a. Furnish samples in sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately same size as specified:

(1) Sample of Equipment or Device: Full size.

(2) Sample of Materials Less Than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

(3) Sample of Materials Exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

(4) Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

(5) Sample of Non-Solid Materials: Pint. Examples of non-solid materials are sand and paint.

(6) Color Selection Samples: 2 by 4 inches.

b. Samples Showing Range of Variation: Where variations are unavoidable due to nature of the materials, submit sets of samples of not less than three units showing extremes and middle of range.

c. Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples shall be in undamaged condition at time of use.

d. Recording of Sample Installation: Note and preserve the notation of area constituting sample installation but remove notation at final cleanup of project.

e. When color, texture or pattern is specified by naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.

1.4.6 Format of SD-05 Design Data and SD-07 Certificates

a. Provide design data and certificates on 8 1/2 by 11 inches paper.

Provide a bound volume for submittals containing numerous pages.

1.4.7 Format of SD-06 Test Reports and SD-09 Manufacturer's Field Reports

a. Provide reports on 8 1/2 by 11 inches paper in a complete bound volume.

Section 01 33 00 Page 6

b. Indicate by prominent notation, each report in the submittal.

Indicate specification number and paragraph number to which it pertains.

1.4.8 Format of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals

a. When submittal includes a document which is to be used in project or become part of project record, other than as a submittal, do not apply Contractor's approval stamp to document, but to a separate sheet accompanying document.

1.5 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory .

Approval will not relieve the Contractor of the responsibility for any error which may exist. After submittals have been approved by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.6 DISAPPROVED SUBMITTALS

The Contractor shall make all corrections required by the Contracting Officer and promptly furnish a corrected submittal in the form and number of copies specified for the initial submittal.

If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, a notice in accordance with the Contract Clause "Changes" shall be given promptly to the Contracting Officer.

1.7 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

1.8 GENERAL

The Contractor shall make submittals as required by the specifications. The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals shall be the same as those used in the contract drawings. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Submittals shall include items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals. Submittals requiring Government approval shall be scheduled and made prior to the acquisition of the material or equipment covered thereby.

Samples remaining upon completion of the work shall be picked up and disposed of in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

Section 01 33 00 Page 7

1.9 SCHEDULING

Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently. Certifications to be submitted with the pertinent drawings shall be so scheduled. Adequate time shall be allowed.

1.10 TRANSMITTAL FORM (AF 3000)

The sample transmittal form (AF 3000) attached to this section shall be used for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. These forms will be furnished to the Contractor. This form shall be properly completed by filling out all the heading blank spaces and identifying each item submitted. Special care shall be exercised to ensure proper listing of the specification paragraph and/or sheet number of the contract drawings pertinent to the data submitted for each item.

PART 2 PRODUCTS

PART 3 EXECUTION

Section 01 62 35 Page 1

SECTION 01 62 35

RECYCLED / RECOVERED MATERIALS

07/06, Rev 12/07 (934 MSG/CEC)

PART 1 GENERAL

1.1 REFERENCES

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

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

40 CFR 247 Comprehensive Procurement Guideline for

Products Containing Recovered Materials

1.2 OBJECTIVES

Executive Order 13101, dated September 14, 1998, requires the Federal Government assume leadership in making efficient use of natural resources through the acquisition of items made with recovered materials. The Government's policy is to acquire, in a cost-effective manner, items composed of the highest percentage of recovered materials practical, consistent with maintaining a satisfactory level of competition without adversely affecting performance requirements or exposing supplier's employees to undue hazards from the recovered materials.

1.3 EPA DESIGNATED ITEMS INCORPORATED IN THE WORK

To comply with the affirmative procurement requirements of Section 6002 of the Resource Conservation and Recovery Act and Executive Order 13101, the Government requires the use of recycled and recovered materials and products identified in the Environmental Comprehensive Procurement Guidelines (CPG).

These materials and products and their respective recycled/recovered material content are identified in each respective section of the specification. The latest CGP product list, and the specific recycled-content requirements for each product, can be found on the EPA's website http://www.epa.gov/epaoswer/non-hw/procure/factshts.htm. EPA guideline items are viewed as the minimum that should be considered when evaluating recycled/reused materials. Other materials and products not listed, but commonly used in industry outside of the Government, shall also be considered. Material and product submittals for all recycled-content items shall list the recycled and recovered materials used and percentage content.

1.4 EPA PROPOSED ITEMS INCORPORATED IN THE WORK

Products other than those designated by EPA are still being researched and are being considered for future Comprehensive Procurement Guideline (CPG) designation. It is recommended that these items, when incorporated in the work under this contract, contain the highest practicable percentage of

Section 01 62 35 Page 2 recycled or recovered materials, provided specified requirements are also met.

1.5 EPA LISTED ITEMS USED IN CONDUCT OF THE WORK BUT NOT INCORPORATED IN

THE WORK

There are many products listed in 40 CFR 247 which have been designated or proposed by EPA to include recycled or recovered materials that may be used by the Contractor in performing the work but will not be incorporated into the work. These products include office products, temporary traffic control products, and pallets. It is recommended that these non-construction products, when used in the conduct of the work, contain the highest practicable percentage of recycled or recovered materials and that these products be recycled when no longer needed.

Section 01 74 19 Page 1

SECTION 01 74 19

CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01/07, Rev 05/07 (934 MSG/CEC)

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01

33 00 SUBMITTAL PROCEDURES:

SD-07 Certificates

Receipts of Solid Waste; G CEV

1.2 GOVERNMENT POLICY

Government policy is to apply sound environmental principles in the design, construction and use of facilities. As part of the implementation of that policy the Contractor shall: (1) practice efficient waste management when sizing, cutting, and installing products and materials and (2) use all reasonable means to divert construction and demolition waste from landfills and incinerators and to facilities their recycling or re-use.

a. Pre-bid meeting.

b. Preconstruction meeting.

c. Regular site meetings.

d. Work safety meetings.

1.3 MANAGEMENT

The Contractor shall take a pro-active, responsible role in the management of construction and demolition waste and require all subcontractors, vendors, and suppliers to participate in the effort. Construction and demolition waste includes products of demolition or removal, excess or unusable construction materials, packaging materials for construction products, and other materials generated during the construction process but not incorporated into the work. In the management of waste, consideration shall be given to the availability of viable markets, the condition of the material, the ability to provide the material in suitable condition and in a

Section 01 74 19 Page 2 quantity acceptable to available markets, and time constraints imposed by internal project completion mandates. The Contractor shall be responsible for implementation of any special programs involving rebates or similar incentives related to recycling of waste. Firms and facilities used for recycling, reuse, and disposal shall be appropriately permitted for the intended use to the extent required by Federal, State and local regulations.

1.4 PLAN

Prior to initiating any site preparation work, a Construction Waste Management Plan shall be submitted as part of the Environmental Protection Plan required under Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION. The Construction Waste Management Plan shall include the following:

a. Name of individuals on the Contractor's staff responsible for waste prevention and management.

b. Actions that will be taken to reduce solid waste generation,

c. Description of the specific approaches to be used in recycling/reuse of the various materials generated, including the areas on site and equipment to be used for processing, sorting, and temporary storage of wastes.

d. Characterization, including estimated types and quantities, of the waste to be generated.

e. Name of landfill and/or incinerator to be used and the estimated costs for use, assuming that there would be no salvage or recycling on the project.

f. Identification of local and regional reuse programs, including non-profit organizations such as schools, local housing agencies, and organizations that accept used materials such as materials exchange networks and Habitat for Humanity.

g. List of specific waste materials that will be salvaged for resale, salvaged and reused on the current project, salvaged and stored for reuse on a future project, or recycled. Recycling facilities that will be used shall be identified.

h. Identification of materials that cannot be recycled/reused with an explanation or justification.

i. Anticipated net cost savings determined by subtracting Contractor program management costs and the cost of disposal from the revenue generated by sale of the materials and the incineration and/or landfill cost avoidance.

1.5 COLLECTION

The necessary containers, bins and storage areas to facilitate effective waste management shall be provided and shall be clearly and appropriately identified. Recyclable materials shall be handled to prevent contamination of materials from incompatible products and materials and separated by one of the following methods:

Section 01 74 19 Page 3

1.5.1 Source Separated Method.

Waste products and materials that are recyclable shall be separated from trash and sorted as described below into appropriately marked separate containers and then transported to the respective recycling facility for further processing.

1.5.2 Co-Mingled Method.

Waste products and recyclable materials shall be placed into a single container and then transported to a recycling facility where the recyclable materials are sorted and processed.

1.5.3 Other Methods.

Other methods proposed by the Contractor may be used when approved by the Contracting Officer.

1.6 DISPOSAL

Except as otherwise specified in other sections of the specifications, disposal shall be in accordance with the following:

1.6.1 Reuse.

First consideration shall be given to salvage for reuse since little or no re-processing is necessary for this method, and less pollution is created when items are reused in their original form. Sale or donation of waste suitable for reuse shall be considered. Salvaged materials, other than those specified in other sections to be salvaged and reinstalled, shall not be used in this project.

1.6.2 Recycle.

Waste materials not suitable for reuse, but having value as being recyclable, shall be made available for recycling whenever economically feasible .

1.6.3 Waste.

Materials with no practical use or economic benefit shall be disposed at a landfill or incinerator.

1.7 SOLID WASTE DISPOSAL AND RECYCLING

1.7.1 Documentation

The Contractor shall record, document and report the total amount of construction/demolition debris and other solid waste that is generated and disposed of under this contract. The Contractor shall also record the total amount of debris and waste that has been recycled, salvaged and reused. The waste shall be recorded preferably by weight, but volume in cubic yards will also be acceptable. The Contractor shall provide the Contracting Officer Receipts of Recycled Materials and Receipts of Solid Waste on a periodic basis determined by the Contracting Officer.

Section 01 74 19 Page 4

The Contractor will salvage and reuse the construction/demolition debris to the greatest extent possible. Waste materials that cannot be salvaged and/or reused and have value as being recyclable, shall be recycled. Only materials unable to be economically salvaged or recycled shall be transported to a landfill or incinerator. Revenues or other savings obtained for recycling or returns shall accrue to the Contractor, except revenues generated from Base Recycling activities.

Not used.

PART 3 EXECUTION

Not used.

SECTION 09 06 90

COLOR SCHEDULE

05/09

PART 1 GENERAL

1.1 SYSTEM DESCRIPTION

This section covers only the color of the exterior and interior materials and products that are exposed to view in the finished construction. The word "color", as used herein, includes surface color and pattern.

Requirements for quality and method of installation are covered in other appropriate sections of the specifications. Specific locations where the various materials are required are shown on the drawings. Items not designated for color in this section may be specified in other sections.

When color is not designated for items, propose a color for approval.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for [Contractor Quality Control approval.] [information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.] Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-04 Samples

Color Schedule; G;

2.1 REFERENCE TO MANUFACTURER'S COLOR

Where color is shown as being specific to one manufacturer, an equivalent color by another manufacturer may be submitted for approval. Manufacturers and materials specified are not intended to limit the selection of equal colors from other manufacturers.

2.2 COLOR SCHEDULE

The color schedule lists the colors, patterns and textures required for exterior finishes, including both factory applied and field applied colors. Submit 3 sets of color charts, 15 days after the Contractor is given Notice to proceed, complying with the following requirements:

a. Color charts shall reflect all actual finish textures, patterns, and colors required for this contract.

b. Materials shall be labeled with the finish type, manufacturer's name, pattern, and color reference.

c. Samples shall be on size 8-1/2 by 11 inch boards with a maximum spread of size 25-1/2 by 33 inches for foldouts.

d. Samples for this color charts are required in addition to samples requested in other specification sections.

2.2.1 Exterior Walls

Exterior wall colors shall apply to exterior wall surfaces including recesses at entrances and projecting vestibules. Conduit shall be painted to closely match the adjacent surface color. Wall color shall be provided to match the colors listed below.

2.2.1.1 Metal Wall Panels, Hardware, and Associated Trim: Estimated size 17,700 SF total

Match Firestone River Rock

2.2.1.2 Metal Wall Panel Repair: Estimated size 50 SF total

Match existing

2.2.2 Exterior Trim

Exterior trim shall be provided to match the colors listed below.

2.2.2.1 Steel Doors and Door Frames: Qty. 24

Match Firestone Mansard Brown

2.2.2.2 Garage Doors and Door Frames: Estimated size 650 SF total

Match Firestone Mansard Brown (B822 N & S Sides)

Match Firestone River Rock (B822 W Side)

2.2.2.3 Hangar Doors: Estimated size 14,500 SF total

Match firestone River Rock

2.2.2.4 Steel Windows (mullion, muntin, sash, trim, and sill):

Estimated size 50 SF total

Match Firestone Mansard Brown

2.2.2.5 Downspouts, Gutters, and Flashings: Estimated Downspouts

1,200 LF, Gutters 1,500 LF, and Flashing 2,000 LF total

Match Firestone Mansard Brown

2.2.2.6 Metal Stairs: Estimated size 600 SF total

Match Firestone Mansard Brown

Match Existing (B821 West Side)

2.2.2.7 Handrails: Estimated size 600 LF total

Match Existing (B821 West Side)

2.2.2.8 Roof Ladders and Safety Cages: Qty. 12

2.2.2.9 Louvers: Estimated size 450 SF total

2.2.2.10 Hangar Rods (B870): Qty. 8

Match B870 Hangar Door color

2.2.2.11 Steel Box Arch (B870): Estimated size 1,300 SF total

Match B870 Hangar Door color

2.2.2.12 Metal Light Housings: Estimated size 200 SF total

2.2.2.13 Steel Structures: Estimated size 800 SF total

Match Existing

2.2.2.14 Steel box beams and ladders: Estimated overall size 185’ x

20’ x 20’

Match Existing

2.2.2.15 Metal Security Bars: Estimated size 100 SF total

Match Firestone Mansard Brown

2.2.2.16 Metal Bollards: Estimated size 10” Dia. X 54” high each

Safety Yellow

All quantities are an estimation from AutoCAD, the contractor should field verify all quantities prior to bidding.

PART 3 EXECUTION (Not Applicable)

SECTION 09 90 00

PAINTS AND COATINGS

05/11

PART 1 GENERAL

1.1 REFERENCES

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

GREENGUARD ENVIRONMENTAL INSTITUTE (GEI)

GEI Greenguard Standards for Low Emitting Products

MASTER PAINTERS INSTITUTE (MPI)

MPI 10 (Oct 2009) Exterior Latex, Flat, MPI Gloss Level 1

MPI 101 (Oct 2009) Epoxy Anti-Corrosive Metal Primer

MPI 107 (Oct 2009) Rust Inhibitive Primer (Water-Based)

MPI 108 (Oct 2009) High Build Epoxy Coating, Low Gloss

MPI 11 (Oct 2009) Exterior Latex, Semi-Gloss, MPI Gloss Level 5

MPI 113 (Oct 2009) Exterior Pigmented Elastomeric Coating (Water Based)

MPI 119 (Oct 2009) Exterior Latex, Gloss

MPI 134 (Oct 2009) Galvanized Primer (Waterbased)

MPI 138 (Oct 2009) Interior High Performance Latex, MPI Gloss Level 2

MPI 139 (Oct 2009) Interior High Performance Latex, MPI Gloss Level 3

MPI 140 (Oct 2009) Interior High Performance Latex, MPI Gloss Level 4

MPI 141 (Oct 2009) Interior High Performance Latex MPI Gloss Level 5

MPI 144 (Oct 2009) Institutional Low Odor / VOC Interior Latex, MPI Gloss Level 2

MPI 145 (Oct 2009) Institutional Low Odor / VOC Interior Latex, MPI Gloss Level 3

MPI 146 (Oct 2009) Institutional Low Odor/VOC

Interior Latex, MPI Gloss Level 4

MPI 147 (Oct 2009) Institutional Low Odor / VOC

Interior Latex, Semi-Gloss, MPI Gloss Level 5

MPI 151 (Oct 2009) Interior W.B. Light Industrial

Coating, MPI Gloss Level 3

MPI 153 (Oct 2009) Interior W.B. Light Industrial

Coating, Semi-Gloss, MPI Gloss Level 5

MPI 154 (Oct 2009) Interior W.B. Light Industrial

Coating, Gloss, MPI Gloss Level 6

MPI 16 (Oct 2009) Exterior Latex-Based Solid Hide

Stain

MPI 161 (Oct 2009) Exterior W.B. Light Industrial

Coating, MPI Gloss Level 3

MPI 163 (Oct 2009) Exterior W.B. Light Industrial

Coating, Semi-Gloss, MPI Gloss Level 5

MPI 164 (Oct 2009) Exterior W.B. Light Industrial

Coating, Gloss, MPI Gloss Level 6

MPI 31 (Oct 2009) Polyurethane, Moisture Cured, Clear Gloss

MPI 39 (Oct 2009) Interior Latex-Based Wood Primer

MPI 4 (Oct 2009) Interior/Exterior Latex Block

Filler

MPI 44 (Oct 2009) Interior Latex, MPI Gloss Level

MPI 45 (Oct 2009) Interior Alkyd Primer Sealer

MPI 46 (Oct 2009) Interior Enamel Undercoat

MPI 47 (Oct 2009) Interior Alkyd, Semi-Gloss, MPI

Gloss Level 5

MPI 48 (Oct 2009) Interior Alkyd, Gloss, MPI

Gloss Level 6

MPI 49 (Oct 2009) Interior Alkyd, Flat, MPI Gloss

Level 1

MPI 5 (Oct 2009) Exterior Alkyd Wood Primer

MPI 50 (Oct 2009) Interior Latex Primer Sealer

MPI 51 (Oct 2009) Interior Alkyd, Eggshell, MPI Gloss Level 2

MPI 52 (Oct 2009) Interior Latex, MPI Gloss Level

MPI 54 (Oct 2009) Interior Latex, Semi-Gloss, MPI Gloss Level 5

MPI 56 (Oct 2009) Interior Oil Modified Urethane Clear Gloss

MPI 57 (Oct 2009) Interior Oil Modified Urethane Clear Satin

MPI 59 (Oct 2009) Interior/Exterior Floor Enamel, Low Gloss

MPI 6 (Oct 2009) Exterior Latex Wood Primer

MPI 60 (Oct 2009) Interior/Exterior Latex Floor Paint, Low Gloss

MPI 68 (Oct 2009) Interior/Exterior Latex Floor Enamel, Gloss

SCIENTIFIC CERTIFICATION SYSTEMS (SCS)

SCS Scientific Certification Systems (SCS)Indoor Advantage

SCS SP-01 (2000) Environmentally Preferable Product Specification for Architectural and Anti-Corrosive Paints

THE SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC 7/NACE No.4 (2007; E 2004) Brush-Off Blast Cleaning

SSPC Guide 6 (2004) Guide for Containing Surface Preparation Debris Generated During Paint Removal Operations

SSPC Guide 7 (2004; E 2004) Guide to the Disposal of Lead-Contaminated Surface Preparation Debris

SSPC PA Guide 3 (1982; E 1995) A Guide to Safety in Paint Application

SSPC QP 1 (1998; E 2004) Standard Procedure for Evaluating Painting Contractors (Field Application to Complex Industrial Structures)

SSPC

SSPC

SP 1

SP 12/NACE No.5

(1982;

(2002)

E 2004) Solvent Cleaning

Surface Preparation and Cleaning of Metals by Waterjetting Prior to Recoating

SSPC SP 2 (1982; E 2000; E 2004) Hand Tool Cleaning

SSPC SP 3 (1982; E 2004) Power Tool Cleaning

SSPC SP 6/NACE No.3 (2007) Commercial Blast Cleaning

SSPC VIS 1 (2002; E 2004) Guide and Reference Photographs for Steel Surfaces Prepared by Dry Abrasive Blast Cleaning

SSPC VIS 3 (2004) Guide and Reference Photographs for Steel Surfaces Prepared by Hand and Power Tool Cleaning

SSPC VIS 4/NACE VIS 7 (1998; E 2000; E 2004) Guide and Reference Photographs for Steel Surfaces Prepared by Waterjetting

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Errata 1-2010; Changes 1-3 2010;

Changes 4-6 2011; Change 7 2012) Safety and Health Requirements Manual

U.S. DEPARTMENT OF DEFENSE (DOD)

MIL-PRF-680 (2010; Rev C) Degreasing Solvent

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

EPA Method 24 (2000) Determination of Volatile Matter Content, Water Content, Density, Volume Solids, and Weight Solids of Surface Coatings

U.S. FEDERAL AVIATION ADMINISTRATION (FAA)

FAA AC 70/7460-1 (2007; Rev K) Obstruction Marking and Lighting

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FED-STD-313 (Rev D; Notice 1) Material Safety Data, Transportation Data and Disposal Data for Hazardous Materials Furnished to Government Activities

FED-STD-595 (Rev C; Notice 1) Colors Used in Government Procurement

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED NC (2009) Leadership in Energy and Environmental Design(tm) New Construction Rating System

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910.1000 Air Contaminants

29 CFR 1910.1001 Asbestos

29 CFR 1910.1025 Lead

29 CFR 1926.62 Lead

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

The current MPI, "Approved Product List" which lists paint by brand, label, product name and product code as of the date of contract award, will be used to determine compliance with the submittal requirements of this specification. The Contractor may choose to use a subsequent MPI "Approved Product List", however, only one list may be used for the entire contract and each coating system is to be from a single manufacturer. All coats on a particular substrate must be from a single manufacturer. No variation from the MPI Approved Products List is acceptable.

Samples of specified materials may be taken and tested for compliance with specification requirements.

In keeping with the intent of Executive Order 13101, "Greening the Government through Waste Prevention, Recycling, and Federal Acquisition", products certified by SCS as meeting SCS SP-01 shall be given preferential consideration over registered products. Products that are registered shall be given preferential consideration over products not carrying any EPP designation.

SD-03 Product Data

Manufacturer's Technical Data Sheets; G(LEED)

Indicate VOC content.

SD-04 Samples

Color; G

Submit manufacturer's samples of paint colors. Cross reference color samples to color scheme as indicated.

SD-08 Manufacturer's Instructions

Application instructions

Mixing

Detailed mixing instructions, minimum and maximum application temperature and humidity, potlife, and curing and drying times between coats.

Manufacturer's Material Safety Data Sheets

Submit manufacturer's Material Safety Data Sheets for coatings, solvents, and other potentially hazardous materials, as defined in

FED-STD-313.

1.4 QUALITY ASSURANCE

1.4.1 Field Samples and Tests

The Contracting Officer may choose up to two coatings that have been delivered to the site to be tested at no cost to the Government. Take samples of each chosen product as specified in the paragraph "Sampling Procedures." Test each chosen product as specified in the paragraph "Testing Procedure." Products which do not conform, shall be removed from the job site and replaced with new products that conform to the referenced specification. Testing of replacement products that failed initial testing shall be at no cost to the Government.

1.4.1.2 Testing Procedure

Provide Batch Quality Conformance Testing for specified products, as defined by and performed by MPI. As an alternative to Batch Quality Conformance Testing, the Contractor may provide Qualification Testing for specified products above to the appropriate MPI product specification, using the third-party laboratory approved under the paragraph "Qualification Testing" laboratory for coatings. The qualification testing lab report shall include the backup data and summary of the test results.

The summary shall list all of the reference specification requirements and the result of each test. The summary shall clearly indicate whether the tested paint meets each test requirement. Note that Qualification Testing may take 4 to 6 weeks to perform, due to the extent of testing required.

Submit name, address, telephone number, FAX number, and e-mail address of the independent third party laboratory selected to perform testing of coating samples for compliance with specification requirements. Submit documentation that laboratory is regularly engaged in testing of paint samples for conformance with specifications, and that employees performing testing are qualified. If the Contractor chooses MPI to perform the Batch Quality Conformance testing, the above submittal information is not required, only a letter is required from the Contractor stating that MPI will perform the testing.

1.5 REGULATORY REQUIREMENTS

1.5.1 Environmental Protection

In addition to requirements specified elsewhere for environmental protection, provide coating materials that conform to the restrictions of the local Air Pollution Control District and regional jurisdiction.

Notify Contracting Officer of any paint specified herein which fails to conform.

1.5.2 Lead Content

Do not use coatings having a lead content over 0.06 percent by weight of nonvolatile content.

1.5.3 Chromate Content

Do not use coatings containing zinc-chromate or strontium-chromate.

1.5.4 Asbestos Content

Materials shall not contain asbestos.

1.5.5 Mercury Content

Materials shall not contain mercury or mercury compounds.

1.5.6 Silica

Abrasive blast media shall not contain free crystalline silica.

1.5.7 Human Carcinogens

Materials shall not contain ACGIH 0100 confirmed human carcinogens (A1) or suspected human carcinogens (A2).

1.6 PACKAGING, LABELING, AND STORAGE

Paints shall be in sealed containers that legibly show the contract specification number,…