Vol IIA Project Final Specifications.pdf

LRR REFURBISHMENT PROJECT

GFAA ARSR FACILITY

GREAT FALLS, MT

SPECIFICATIONS

FINAL SUBMITTAL

Prepared by: Federal Aviation Administration ATO Tech Ops Engineering Services

Seattle Infrastructure Engineering Center

TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 01 10 00 SUMMARY OF WORK

SECTION 01 33 00 SUBMITTAL PROCEDURES

SECTOIN 01 56 00 ENVIRONMENTAL PROTECTION

DIVISION 2 – EXISTING CONDITIONS

SECTION 02 50 20 HAZARDOUS MATERIALS

DIVISION 3 – CONCRETE

SECTION 03 30 00 CAST-IN-PLACE CONCRETE

SECTION 07 19 16 SILANE REPELLENT

DIVISION 9 – FINISHES

SECTION 09 91 00 PAINTING

DIVISION 23 – HVAC

SECTION 23 05 00 BASIC MECHANICAL MATERIALS AND METHODS

SECTION 23 05 53 MECHANICAL IDENTIFICATION

DIVISION 26 – ELECTRICAL REQUIREMENTS

SECTION 26 05 00 COMMON WORK RESULTS FOR ELECTRICAL

SECTION 26 36 00 SWITCHES

DIVISION 28 – FIRE LIFE SAFETY

SECTION 28 31 00 – FIRE DETECTION AND ALARM SYSTEM

SECTION 07 84 00 – FIRE STOPPING

DRAWINGS

GFA-1403443-G001 COVER SHEET

GFA-1403443-D001 EXISTING FLOOR PLAN

GFA-1403443-D002 EXISTING ONE-LINE DIAGRAM

GFA-1403443-E001 NEW FLOOR PLAN

GFA-1403443-E002 NEW ONE-LINE DIAGRAM

GFA-1403443-E003 NEW PANEL SCHEDULE

GFA-1403443-M001 UPS ROOM

GFA-1403443-C001 CIVIL PLOT PLAN

GFA-1403443-F001 FIRE ALARM NOTES & SYMBOLS

GFA-1403443-F002 FIRE ALARM DEMO PLAN

GFA-1403443-F003 NEW FIRE ALARM FLOOR PLAN

GFA-1403443-F004 REDOME ROOM FIRE ALARM PLAN

GFA-1403443-F005 FIRE STOPPING FLOOR PLAN

FEDERAL AVIATION ADMINISTRATION

GREAT FALLS, MT (GFAA) ARSR FACILITY REFURBISHMENT

SUMMARY OF WORK 01 10 00 - 1

SECTION 01 10 00 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 SCOPE

A. The Contractor shall furnish all labor, equipment, and materials for installation of a Transformer and associated equipment for the Air Route Surveillance Radar (ARSR) facility located in Great falls, MT. The following items are a brief summary of the project and are provided solely for the purpose of revealing the general nature of the work involved. The Contractor is responsible for accomplishing all items of work in accordance with the applicable drawings, specifications and provisions of the contract. Any additional labor, materials, equipment, and/or appurtenances not specifically detailed or specified, but required to complete the project, shall be provided by the contractor as an integral part of the scope of work specified.

B. Major items of contractor work: (see drawings for details).

1. Demolish the existing 45 KVA transformer which is located behind equipment room and all conductors connected to it.

2. Install new Square D (Or approved equal) 45 KVA, 480-208y/120v, 3p, 4w, 1%Z transformer on existing slab

3. Provide and install new Square D (Or approved equal) Transformer 200Amp, non-fused Disconnect switch, new TVSS at Panel ‘PF’ which is located in the UPS room.

4. Provide and install new T-8 LED Fluorescent Fixtures in the Pedestal Maintain Room and wherever T-4 (or not T-8) present. T-8 LED Fluorescent must be approved by FCC.

5. Patch and paint areas damaged/exposed during construction or equipment removal.

6. New installation materials pertaining to this project shall be certified asbestos free.

7. Create a set of Redline drawings to turn over to the RE at the end of the project.

8. All electrical work shall comply with the latest revision of FAA FAA-C-1217G, “Electrical Work, Interior.”

9. All equipment grounding shall comply with the latest revision of FAA specification FAA-STD-019F, “Lightning Protection, Grounding, Bonding and Shielding Requirements for Facilities and Electronic Equipments.”

10. Once excess of the equipment has been completed by the SSC, dispose of the old transformer.

11. Provide and Install an emergency eye wash station in the UPS room.

12. Troubleshoot and fix the EG exhaust louver damper controls.

SUMMARY OF WORK 01 10 00 - 2

13. Demolish existing fire alarm system in its entirety unless otherwise noted. Provide new addressable fire alarm system.

14. Connect new fire alarm control panel to the existing ERMS.

C. FAA SSC responsible for:

1. Excess of the old transformer and old lighting fixtures.

2. Proper disposal of the existing transformer and lighting fixtures system in accordance with federal and state regulations.

3. Assistance with locating the facility’s counterpoise.

D. Government Furnished Equipment (N/A)

1. Contractor shall inspect all Government Furnished Equipment (GFE) for defects and damage. At the time of taking custody of GFE, Contractor shall certify that all GFE is in good condition and assumes responsibility for any subsequent loss or damage. All Government Furnished Equipment/Material not installed shall be returned to the Site Representative. Contractor shall be furnished with manufacturer drawings and/or literature on all government furnished equipment.

2. GFE: (N/A)

END OF SECTION 01 10 00

SUBMITTAL PROCEDURES 01 33 00 - 1

SECTION 01 33 00 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.

1.2 DEFINITIONS

A. Action Submittals: Written and graphic information that requires COR's responsive action.

B. Informational Submittals: Written information that does not require COR's responsive action.

Submittals may be rejected for not complying with requirements.

1.3 SUBMITTAL PROCEDURES

A. General: Electronic copies of CAD Drawings of the Contract Drawings will not be provided by COR for Contractor's use in preparing submittals.

B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Coordinate transmittal of different types of submittals for related parts of the work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. COR reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

C. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on COR’s receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the work to permit processing, including resubmittals.

1. Initial Review: Allow 14 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. COR will advise Contractor when a submittal being processed must be delayed for coordination.

2. Resubmittal Review: Allow 14 days for review of each resubmittal.

D. Deviations: Highlight, encircle, or otherwise specifically identify deviations from the Contract Documents on submittals.

SUBMITTAL PROCEDURES 01 33 00 - 2

E. Additional Copies: Unless additional copies are required for final submittal, and unless COR observes noncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal.

1. Submit one copy of submittal to COR.

2. Additional copies submitted for maintenance manuals will not be marked with action taken and will be returned.

F. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. COR will return submittals, without review, received from sources other than Contractor.

1. Transmittal Form: Provide locations on form for the following information:

a. Project name.

b. Date.

c. Destination (To:).

d. Source (From:).

e. Names of subcontractor, manufacturer, and supplier.

f. Category and type of submittal.

g. Submittal purpose and description.

h. Specification Section number and title.

i. Drawing number and detail references, as appropriate.

j. Transmittal number.

k. Submittal and transmittal distribution record.

l. Remarks.

m. Signature of transmitter.

2. On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by COR on previous submittals, and deviations from requirements in the Contract Documents, including minor variations and limitations. Include same label information as related submittal.

G. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.

1. Note date and content of previous submittal.

2. Note date and content of revision in label or title block and clearly indicate extent of revision.

3. Resubmit submittals until they are marked "Approved" or “Approved as Noted”.

H. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

I. Use for Construction: Use only final submittals with mark indicating "Approved" or “Approved as Noted” taken by COR.

SUBMITTAL PROCEDURES 01 33 00 - 3

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

1. Submit electronic submittals directly to extranet specifically established for Project.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Standard color charts.

e. Manufacturer's catalog cuts.

f. Wiring diagrams showing factory-installed wiring.

g. Printed performance curves.

h. Operational range diagrams.

i. Mill reports.

j. Standard product operation and maintenance manuals.

k. Compliance with specified referenced standards.

l. Testing by recognized testing agency.

m. Application of testing agency labels and seals.

n. Notation of coordination requirements.

4. Submit Product Data before or concurrent with Samples.

5. Number of Copies: Submit 2 copies of Product Data, unless otherwise indicated. COR will return 1 copy. Mark up and retain one returned copy as a Project Record Document.

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data, unless submittal of A/E’s CAD Drawings are otherwise permitted.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

e. Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.

f. Shopwork manufacturing instructions.

g. Templates and patterns.

SUBMITTAL PROCEDURES 01 33 00 - 4

h. Schedules.

i. Design calculations.

j. Compliance with specified standards.

k. Notation of coordination requirements.

l. Notation of dimensions established by field measurement.

m. Relationship to adjoining construction clearly indicated.

n. Seal and signature of professional engineer if specified.

o. Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.

2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 30 by 40 inches.

3. Number of Copies: Submit two opaque (bond) copies of each submittal. COR will return one copy.

4. Number of Copies: Submit 2 opaque copies of each submittal, unless copies are required for operation and maintenance manuals. Submit five copies where copies are required for operation and maintenance manuals. COR will retain two copies; remainder will be returned.

D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed.

1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package.

2. Identification: Attach label on unexposed side of Samples that includes the following:

a. Generic description of Sample.

b. Product name and name of manufacturer.

c. Sample source.

d. Number and title of appropriate Specification Section.

3. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set.

a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use.

b. Samples not incorporated into the Work, or otherwise designated as FAA's property, are the property of Contractor.

4. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.

a. Number of Samples: Submit one full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. COR will return submittal with options selected.

SUBMITTAL PROCEDURES 01 33 00 - 5

E. Product Schedule or List: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location.

Include the following information in tabular form:

1. Type of product. Include unique identifier for each product.

2. Number and name of room or space.

3. Location within room or space.

4. Number of Copies: Submit three copies of product schedule or list, unless otherwise indicated. COR will return two copies.

a. Mark up and retain one returned copy as a Project Record Document.

F. Contractor's Construction Schedule: Comply with requirements specified in Division 01 Section "Construction Progress Documentation" for Construction Manager's action.

G. Application for Payment: Comply with requirements.

H. Schedule of Values: Comply with requirements.

I. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form:

1. Name, address, and telephone number of entity performing subcontract or supplying products.

2. Number and title of related Specification Section(s) covered by subcontract.

3. Drawing number and detail references, as appropriate, covered by subcontract.

4. Number of Copies: Submit three copies of subcontractor list, unless otherwise indicated.

COR will return two copies.

a. Mark up and retain one returned copy as a Project Record Document.

2.2 INFORMATIONAL SUBMITTALS

A. General: Prepare and submit Informational Submittals required by other Specification Sections.

1. Number of Copies: Submit two copies of each submittal, unless otherwise indicated.

COR will not return copies.

2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

3. Test and Inspection Reports: Comply with requirements.

B. Coordination Drawings: Comply with requirements.

C. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified.

SUBMITTAL PROCEDURES 01 33 00 - 6

D. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification (WPS) and Procedure Qualification Record (PQR) on AWS forms. Include names of firms and personnel certified.

E. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.

F. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required.

G. Asbestos-Free Certification: Prepare written statements certifying asbestos-free materials were used during the renovation and construction of the project. RE to transmit asbestos-free certification to CO, SSC Manager, and SECM.

H. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents.

I. Material Certificates: Prepare written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents.

J. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents.

K. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.

L. Research/Evaluation Reports: Prepare written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information:

1. Name of evaluation organization.

2. Date of evaluation.

3. Time period when report is in effect.

4. Product and manufacturers' names.

5. Description of product.

6. Test procedures and results.

7. Limitations of use.

M. Schedule of Tests and Inspections: Comply with requirements.

N. Preconstruction Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents.

SUBMITTAL PROCEDURES 01 33 00 - 7

O. Compatibility Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion.

P. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents.

Q. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment. Comply with requirements specified in Section 01 78 23 "Operation and Maintenance Data."

R. Design Data: Prepare written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations.

Include list of assumptions and other performance and design criteria and a summary of loads.

Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers.

S. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer. Include the following, as applicable:

1. Preparation of substrates.

2. Required substrate tolerances.

3. Sequence of installation or erection.

4. Required installation tolerances.

5. Required adjustments.

6. Recommendations for cleaning and protection.

T. Manufacturer's Field Reports: Prepare written information documenting factory-authorized service representative's tests and inspections. Include the following, as applicable:

1. Name, address, and telephone number of factory-authorized service representative making report.

2. Statement on condition of substrates and their acceptability for installation of product.

3. Statement that products at Project site comply with requirements.

4. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken.

5. Results of operational and other tests and a statement of whether observed performance complies with requirements.

6. Statement whether conditions, products, and installation will affect warranty.

7. Other required items indicated in individual Specification Sections.

U. Insurance Certificates and Bonds: Prepare written information indicating current status of insurance or bonding coverage. Include name of entity covered by insurance or bond, limits of coverage, amounts of deductibles, if any, and term of the coverage.

V. Construction Photographs: Comply with requirements.

SUBMITTAL PROCEDURES 01 33 00 - 8

W. Safety Data Sheets (SDSs): Submit information directly to FAA; do not submit to COR.

1. COR will not review submittals that include SDSs and will return the entire submittal for resubmittal.

2.3 DELEGATED DESIGN

A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated.

1. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to COR.

PART 3 - EXECUTION

3.1 CONTRACTOR'S REVIEW

A. Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to COR.

B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

3.2 COR'S ACTION

A. General: COR will not review submittals that do not bear Contractor's approval stamp and will return them without action.

B. Action Submittals: COR will review each submittal, make marks to indicate corrections or modifications required, and return it. COR will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken, as follows:

1. Approved as Submitted: Submittals which can be approved without correction.

Resubmittal will not be required for shop drawings stamped “Approved as Submitted” unless subsequent changes are made by Contractor or a contract modification.

2. Approved Except as Noted: Submittals which have only minor discrepancies will be annotated in red to indicate necessary corrections. Resubmittal will not be required for shop drawings stamped “Approved Except as Noted” unless subsequent changes are made by Contractor or a contract modification; corrections as noted are required before submitted products and drawings can be utilized in construction.

3. Approved as Noted – Resubmission Required: Submittals which are incomplete or require more than minor corrections will be annotated in red to indicate necessary

SUBMITTAL PROCEDURES 01 33 00 - 9

corrections. Contractor shall make corrections required, note any changes by dating the revisions to correspond with the change request date, and promptly resubmit the corrected material.

4. Disapproved: Submittals which are fundamentally in error, cover wrong equipment or construction, or require extensive corrections. Contractor shall make corrections required, note any changes by dating the revisions to correspond with the change request date, and promptly resubmit the corrected material.

5. Review Not Required: Submittals which are not required by contract and have not been reviewed by the Government.

C. Informational Submittals: COR will review each submittal and will not return it, or will return it if it does not comply with requirements. COR will forward each submittal to appropriate party.

D. Partial submittals are not acceptable, will be considered nonresponsive, and will be returned without review.

E. Submittals not required by the Contract Documents may not be reviewed and may be discarded.

END OF SECTION 01 33 00

ENVIRONMENTAL PROTECTION 01 56 00 - 1

SECTION 01 56 00 - ENVIRONMENTAL PROTECTION

PART 1 - GENERAL

1.1 SCOPE

A. This section covers prevention of environmental pollution and damage as the result of construction under this contract. For the purpose of this specification, environmental pollution and damage is defined as the presence of chemical, physical, biological elements, or agents which adversely affect human health and welfare; unfavorably alter ecological balances of importance to human life; or affect other species of importance to man. The control of environmental pollution and damage requires consideration of air, water, and land, includes management of visual esthetics, noise, and solid waste, as well as other pollutants.

PART 2 - PRODUCTS – NOT USED

PART 3 - EXECUTION

3.1 Quality Control

A. The Contractor shall establish and maintain quality control for environmental protection of all items set forth herein. The Contractor shall record any problems in complying with laws, regulations, ordinances, and corrective action taken.

B. Subcontractors - Assurance of compliance with this section by subcontractors will be the responsibility of the Contractor.

3.2 Notification

A. The Site Representative will notify the Contractor in writing of any observed noncompliance with Federal, state or local laws, regulations or permits. The Contractor shall, after receipt of such notice, inform the Site Representative of proposed corrective action and take such action as may be approved. If the Contractor fails to comply promptly, the Subcontract Administrator may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No time extensions will be granted or costs or damages allowed to the Contractor for any such suspension.

3.3 Protection of Environmental Resources

A. The environmental resources within the project boundaries and those affected outside the limit of permanent work under this contract shall be protected during the entire period of this contract. The Contractor shall confine his activities to areas designed by the drawings and specifications. Environmental protection shall be as stated in the following subparagraphs.

B. Protection of Land Resources - The Contractor shall not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, grasses, top soil, and land forms without special permission from the Site Representative.

1. Disposal of Solid Wastes - Solid wastes shall be placed in containers which are

ENVIRONMENTAL PROTECTION 01 56 00 - 2

emptied on a regular schedule. All handling and disposal shall be conducted to prevent contamination. Waste materials shall be disposed of in accordance with local, county, state and Federal regulations.

a. Diversion (recycling or salvaging) is required for at least 50% of the construction and demolition (C&D) waste/debris per FAA Order 1050.17A, Chapter 7, Non-Hazardous Waste Management, and Executive Orders 13423 and 13514.

b. Contractor shall provide a C&D waste tracking log to CO at regular intervals and upon completion of the project (see attached C&D waste tracking log template).

2. Disposal of Chemical of Hazardous Waste - Chemical or hazardous waste shall be stored in corrosion-resistant containers removed from the work area and disposed of in accordance with Federal, state and local regulations.

3. Disposal of Discarded Materials - Discard materials, other than those which can be included in the solid waste category, shall be handled as directed.

C. Protection of Water Resources - The Contractor shall keep construction activities under surveillance, management and control to avoid pollution of surface and ground water.

3.4 Restoration of Landscape Damage - The Contractor shall restore the site to a general condition similar or equal to the existing conditions prior to construction. This work shall be accomplished at the Contractor’s expense. The Site Representative shall have final approval for restoration.

END OF SECTION 01 56 00

HAZARDOUS MATERIALS 02 50 00 - 1

SECTION 02 50 10 - HAZARDOUS MATERIALS

PART 1 - GENERAL

1.1 DESCRIPTION OF WORK

A. General: This section details what is known about specific hazardous materials that might be affected by the work as described in the attached plans and drawings. It includes warnings to the General Contractor and his subcontractors, and general rules on how to perform the work and protect workers and the environment.

B. This section covers work relating to hazardous materials including lead-acid storage batteries.

Any other hazardous material suspected of being present at the site should be brought to the attention of the Resident Engineer (RE).

C. The contractor shall provide a spill plan and ensure it is in place for the duration of work. The spill plan shall address the accidental release of any hazardous substances (e.g. diesel fuel, sulfuric acid). The contractor shall ensure spill kits are onsite (utilize kits onsite or provide if none are already onsite) while work is taking place.

1.3 APPLICABLE PUBLICATIONS

A. 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.

B. CODE OF FEDERAL REGULATIONS (CFR):

1. OSHA General Industry Safety and Health Standards (29 CFR 1910), and OSHA 1910.120, Hazardous Waste Operations

2. OSHA Construction Industry Standards (29 CFR 1926), including but not limited to, the following:

a. CFR 1926.62: Lead

b. CFR 1926.1101: Asbestos

3. National Emission Standards for Hazardous Air Pollutants (40 CFR, Part 61)

4. EPA Resource Conservation and Recovery Act (40 CFR Parts 260 through 271)

5. Department of Transportation (DOT) 49 CFR Part 173 and Part 178

HAZARDOUS MATERIALS 02 50 00 - 2

6. EPA Resource Conservation and Recovery Act (40 CFR, Part 266, Subpart G, Standards for Materials Being Recycled/Reused, and Standards for Lead-Acid Batteries Being Reclaimed) also refer to EPA 40 CFR 273, Standards for Universal Waste Management.

C. FEDERAL STANDARD

1. 313: Material Safety Data Sheets, Preparation and Submission

1.4 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections apply to this Section.

1.5 SUBMITTALS

A. SDS: Copies of all SDS’s shall be provided to SSC for addition to facility Safety Binder.

B. Asbestos Free Certificate: Provide certificate that asserts that no asbestos containing materials were used for construction.

2.1 MATERIALS AND EQUIPMENT

A. Special facilities, devices, equipment, clothing, and similar items used by the Contractor in the execution of the work shall comply with all applicable Federal, State, and local regulations.

2.2 SAFETY DATA SHEETS (SDS)

A. SDS shall be available for all products used under this contract. The Contractor shall be responsible for meeting the hazard communication requirements, in accordance with 29 CFR

1910.1200 and 29 CFR 1926.59.

PART 3 - EXECUTION

3.1 LEAD-ACID STORAGE BATTERIES

A. As indicated on the drawings and in the specification, the existing lead-acid storage batteries are to be removed. The lead-acid batteries shall be removed, and then re-cycled by an approved battery re-cycling facility. However, the FAA may wish to re-use and/or relocate the existing

HAZARDOUS MATERIALS 02 50 00 - 3

lead-acid storage batteries, and the Contractor shall be informed of such action, unless already so indicated in the drawings or specifications, by the RE, after decision by the FAA Sector Site Coordinator.

B. The work shall conform to all Federal EPA, OSHA, DOT, State, and local regulations.

C. Workers assigned to move, relocate, transport and re-cycle the lead-acid storage batteries shall be trained in working with Hazardous Materials per 29 CFR 1910.120, and properly protected with personal protective equipment including, but not limited to, head and face protection, acid-resistant gloves, and acid-resistant body protection.

D. The lead-acid storage batteries shall be carefully moved, packaged, labeled, and transported to an approved lead-acid storage battery re-cycling facility or a TSDF facility that has contracted to forward the batteries to an approved re-cycling facility. All handling, packaging, labeling, and transporting of the lead-acid storage batteries shall be in conformance with all applicable Federal, State and local regulations.

E. The Contractor shall submit a manifest attesting to the delivery of the lead-acid storage batteries to an approved TSDF or battery re-cycling facility within 14 days after battery removal. The manifest (or equivalent acceptable to the RE) shall be provided to the RE.

3.2 OTHER ASBESTOS-CONTAINING AND HAZARDOUS MATERIALS

A. If any suspected ACM or hazardous material is encountered during the work, the information shall be immediately transmitted to the RE. The work in the impacted area shall be stopped and contained immediately pending appropriate consultation with the Owner. After consultation with the Owner, the SA will direct the Contractor through the RE as to what further actions are to be taken.

END OF SECTION 02 50 10

CAST-IN-PLACE CONCRETE 03 30 00 - 1

SECTION 03 30 00 - CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.1 SUMMARY

A. This Section specifies cast-in place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes, for the following:

1. Footings.

2. Slabs-on-grade.

3. Concrete toppings.

1.2 DEFINITIONS

A. Cementitious Materials: Portland cement alone or in combination with one or more of the following: blended hydraulic cement, fly ash and other pozzolans, ground granulated blast-furnace slag, and silica fume; subject to compliance with requirements.

1.3 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Design Mixtures: For each concrete mixture. Submit alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments.

1. Indicate amounts of mixing water to be withheld for later addition at Project site.

C. Steel Reinforcement Shop Drawings: Placing drawings that detail fabrication, bending, and placement. Include bar sizes, lengths, material, grade, bar schedules, stirrup spacing, bent bar diagrams, bar arrangement, splices and laps, mechanical connections, tie spacing, hoop spacing, and supports for concrete reinforcement.

D. Material Test Reports: For the following, from a qualified testing agency, indicating compliance with requirements:

1. Aggregates.

E. Material Certificates: For each of the following:

1. Cementitious materials.

2. Admixtures.

3. Steel reinforcement and accessories.

4. Fiber reinforcement.

5. Curing compounds.

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6. Floor and slab treatments.

7. Bonding agents.

8. Adhesives.

9. Vapor retarders.

10. Semirigid joint filler.

11. Joint-filler strips.

12. Repair materials.

F. Field quality-control test reports.

1.4 QUALITY ASSURANCE

A. Installer Qualifications: A qualified installer who employs on Project personnel qualified as ACI-certified Flatwork Technician and Finisher and a supervisor who is an ACI-certified Concrete Flatwork Technician.

B. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment.

1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete Production Facilities."

C. Testing Agency Qualifications: An independent agency, acceptable to authorities having jurisdiction, qualified according to ASTM C 1077 and ASTM E 329 for testing indicated, as documented according to ASTM E 548.

1. Personnel conducting field tests shall be qualified as ACI Concrete Field Testing Technician, Grade 1, according to ACI CP-01 or an equivalent certification program.

2. Personnel performing laboratory tests shall be ACI-certified Concrete Strength Testing Technician and Concrete Laboratory Testing Technician - Grade I. Testing Agency laboratory supervisor shall be an ACI-certified Concrete Laboratory Testing Technician - Grade II.

D. Source Limitations: Obtain each type or class of cementitious material of the same brand from the same manufacturer's plant, obtain aggregate from one source, and obtain admixtures through one source from a single manufacturer.

E. ACI Publications: Comply with the following unless modified by requirements in the Contract Documents:

1. ACI 301, "Specification for Structural Concrete,"

2. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials."

1.5 DELIVERY, STORAGE, AND HANDLING

A. Steel Reinforcement: Deliver, store, and handle steel reinforcement to prevent bending and damage.

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2.1 MANUFACTURERS

A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection:

1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products specified.

2. Products: Subject to compliance with requirements, provide one of the products specified.

3. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, manufacturers specified.

4. Manufacturers: Subject to compliance with requirements, provide products by one of the manufacturers specified.

2.2 FORM-FACING MATERIALS

A. Smooth-Formed Finished Concrete: Form-facing panels that will provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints.

1. Plywood, metal, or other approved panel materials.

2. Exterior-grade plywood panels, suitable for concrete forms, complying with DOC PS 1, and as follows:

a. High-density overlay, Class 1 or better.

b. Medium-density overlay, Class 1 or better; mill-release agent treated and edge sealed.

c. Structural 1, B-B or better; mill oiled and edge sealed.

d. B-B (Concrete Form), Class 1 or better; mill oiled and edge sealed.

B. Forms for Cylindrical Columns, Pedestals, and Supports: Metal, glass-fiber-reinforced plastic, paper, or fiber tubes that will produce surfaces with gradual or abrupt irregularities not exceeding specified formwork surface class. Provide units with sufficient wall thickness to resist plastic concrete loads without detrimental deformation.

C. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch, minimum.

D. Rustication Strips: Wood, metal, PVC, or rubber strips, kerfed for ease of form removal.

E. Form-Release Agent: Commercially formulated form-release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces.

1. Formulate form-release agent with rust inhibitor for steel form-facing materials.

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F. Form Ties: Factory-fabricated, removable or snap-off metal or glass-fiber-reinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal.

1. Furnish units that will leave no corrodible metal closer than 1 inch to the plane of exposed concrete surface.

2. Furnish ties that, when removed, will leave holes no larger than 1 inch in diameter in concrete surface.

3. Furnish ties with integral water-barrier plates to walls indicated to receive dampproofing or waterproofing.

2.3 STEEL REINFORCEMENT

A. Recycled Content of Steel Products: Provide products with an average recycled content of steel products so postconsumer recycled content plus one-half of preconsumer recycled content is not less than 25 percent.

B. Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed.

C. Steel Bar Mats: ASTM A 184/A 184M, fabricated from ASTM A 615/A 615M, Grade 60, deformed bars, assembled with clips.

D. Plain-Steel Wire: ASTM A 82.

E. Deformed-Steel Wire: ASTM A 496.

F. Plain-Steel Welded Wire Reinforcement: ASTM A 185, plain, fabricated from as-drawn steel wire into flat sheets.

G. Deformed-Steel Welded Wire Reinforcement: ASTM A 497, flat sheet.

2.4 REINFORCEMENT ACCESSORIES

A. Joint Dowel Bars: ASTM A 615/A 615M, Grade 60, plain-steel bars, cut bars true to length with ends square and free of burrs.

B. Epoxy Repair Coating: Liquid, two-part, epoxy repair coating; compatible with epoxy coating on reinforcement and complying with ASTM A 775/A 775M.

C. Zinc Repair Material: ASTM A 780, zinc-based solder, paint containing zinc dust, or sprayed zinc.

D. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice," of greater compressive strength than concrete and as follows:

1. For concrete surfaces exposed to view where legs of wire bar supports contact forms, use CRSI Class 1 plastic-protected steel wire or CRSI Class 2 stainless-steel bar supports.

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2. For epoxy-coated reinforcement, use epoxy-coated or other dielectric-polymer-coated wire bar supports.

3. For zinc-coated reinforcement, use galvanized wire or dielectric-polymer-coated wire bar supports.

2.5 CONCRETE MATERIALS

A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and source, throughout Project:

1. Portland Cement: ASTM C 150, Type I.

B. Silica Fume: ASTM C 1240, amorphous silica.

C. Normal-Weight Aggregates: ASTM C 33, Class 3S coarse aggregate or better, graded. Provide aggregates from a single source.

1. Maximum Coarse-Aggregate Size: 3/4 inch nominal.

2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.

D. Water: ASTM C 94/C 94M.

2.6 ADMIXTURES

A. Air-Entraining Admixture: ASTM C 260.

B. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride.

1. Water-Reducing Admixture: ASTM C 494/C 494M, Type A.

2. Retarding Admixture: ASTM C 494/C 494M, Type B.

3. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D.

4. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F.

5. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type G.

6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II.

C. Set-Accelerating Corrosion-Inhibiting Admixture: Commercially formulated, anodic inhibitor or mixed cathodic and anodic inhibitor; capable of forming a protective barrier and minimizing chloride reactions with steel reinforcement in concrete and complying with ASTM C 494/C 494M, Type C.

1. Available Products:

a. Boral Material Technologies, Inc.; Boral BCN.

b. Euclid Chemical Company (The); Eucon CIA.

c. Grace Construction Products, W. R. Grace & Co.; DCI.

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d. Master Builders, Inc.; Rheocrete CNI.

e. Sika Corporation; Sika CNI.

D. Non-Set-Accelerating Corrosion-Inhibiting Admixture: Commercially formulated, non-set-accelerating, anodic inhibitor or mixed cathodic and anodic inhibitor; capable of forming a protective barrier and minimizing chloride reactions with steel reinforcement in concrete.

1. Available Products:

a. Axim Concrete Technologies; Catexol 1000CI.

b. Boral Material Technologies, Inc.; Boral BCN2.

c. Cortec Corporation; MCI 2000.

d. Grace Construction Products, W. R. Grace & Co.; DCI-S.

e. Master Builders, Inc.; Rheocrete 222+.

f. Sika Corporation; FerroGard-901.

E. Color Pigment: ASTM C 979, synthetic mineral-oxide pigments or colored water-reducing admixtures; color stable, free of carbon black, nonfading, and resistant to lime and other alkalis.

1. Available Manufacturers:

a. Bayer Corporation.

b. ChemMasters.

c. Conspec Marketing & Manufacturing Co., Inc.; a Dayton Superior Company.

d. Davis Colors.

e. Elementis Pigments, Inc.

f. Hoover Color Corporation.

g. Lambert Corporation.

h. Scofield, L. M. Company.

i. Solomon Colors.

2.7 FIBER REINFORCEMENT

A. Synthetic Fiber: Monofilament or fibrillated polypropylene fibers engineered and designed for use in concrete pavement, complying with ASTM C 1116, Type III, 1/2 to 1-1/2 inches long.

1. Available Products:

a. Monofilament Fibers:

1) Axim Concrete Technologies; Fibrasol IIP.

2) Euclid Chemical Company (The); Fiberstrand 100.

3) FORTA Corporation; Forta Mono.

4) Grace Construction Products, W. R. Grace & Co.; Grace MicroFiber.

5) Metalcrete Industries; Polystrand 1000.

6) SI Concrete Systems; Fibermix Stealth.

b. Fibrillated Fibers:

1) Axim Concrete Technologies; Fibrasol F.

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2) Euclid Chemical Company (The); Fiberstrand F.

3) FORTA Corporation; Forta.

4) Grace Construction Products, W. R. Grace & Co.; Grace Fibers.

5) SI Concrete Systems; Fibermesh.

2.8 VAPOR RETARDERS

A. Plastic Vapor Retarder: ASTM E 1745, Class C, or polyethylene sheet, ASTM D 4397, not less than 10 mils thick. Include manufacturer's recommended adhesive or pressure-sensitive joint tape.

1. Available Products:

a. Fortifiber Corporation; Moistop Plus.

b. Raven Industries Inc.; Dura Skrim 6.

c. Reef Industries, Inc.; Griffolyn Type-65.

d. Stego Industries, LLC; Stego Wrap, 10 mils.

B. Granular Fill: Clean mixture of crushed stone or crushed or uncrushed gravel; ASTM D 448, Size 57, with 100 percent passing a 1-1/2-inch sieve and 0 to 5 percent passing a No. 8 sieve.

C. Fine-Graded Granular Material: Clean mixture of crushed stone, crushed gravel, and manufactured or natural sand; ASTM D 448, Size 10, with 100 percent passing a 3/8-inch sieve, 10 to 30 percent passing a No. 100 sieve, and at least 5 percent passing No. 200 sieve;

complying with deleterious substance limits of ASTM C 33 for fine aggregates.

2.9 CURING MATERIALS

A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete.

1. Available Products:

a. Axim Concrete Technologies; Cimfilm.

b. Burke by Edoco; BurkeFilm.

c. ChemMasters; Spray-Film.

d. Conspec Marketing & Manufacturing Co., Inc., a Dayton Superior Company;

Aquafilm.

e. Dayton Superior Corporation; Sure Film.

f. Euclid Chemical Company (The); Eucobar.

g. Kaufman Products, Inc.; Vapor Aid.

h. Lambert Corporation; Lambco Skin.

i. L&M Construction Chemicals, Inc.; E-Con.

j. MBT Protection and Repair, Div. of ChemRex; Confilm.

k. Meadows, W. R., Inc.; Sealtight Evapre.

l. Metalcrete Industries; Waterhold.

m. Nox-Crete Products Group, Kinsman Corporation; Monofilm.

n. Sika Corporation, Inc.; SikaFilm.

o. Symons Corporation, a Dayton Superior Company; Finishing Aid.

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p. Unitex; Pro-Film.

q. US Mix Products Company; US Spec Monofilm ER.

r. Vexcon Chemicals, Inc.; Certi-Vex EnvioAssist.

B. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. when dry.

C. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet.

D. Water: Potable.

E. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, dissipating.

1. Available Products:

a. Anti-Hydro International, Inc.; AH Curing Compound #2 DR WB.

b. Burke by Edoco; Aqua Resin Cure.

c. ChemMasters; Safe-Cure Clear.

d. Conspec Marketing & Manufacturing Co., Inc., a Dayton Superior Company;

W.B. Resin Cure.

e. Dayton Superior Corporation; Day Chem Rez Cure (J-11-W).

f. Euclid Chemical Company (The); Kurez DR VOX.

g. Kaufman Products, Inc.; Thinfilm 420.

h. Lambert Corporation; Aqua Kure-Clear.

i. L&M Construction Chemicals, Inc.; L&M Cure R.

j. Meadows, W. R., Inc.; 1100 Clear.

k. Nox-Crete Products Group, Kinsman Corporation; Resin Cure E.

l. Symons Corporation, a Dayton Superior Company; Resi-Chem Clear Cure.

m. Tamms Industries, Inc.; Horncure WB 30.

n. Unitex; Hydro Cure 309.

o. US Mix Products Company; US Spec Maxcure Resin Clear.

p. Vexcon Chemicals, Inc.; Certi-Vex Enviocure 100.

2.10 RELATED MATERIALS

A. Expansion- and Isolation-Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber ASTM D 1752, cork or self-expanding cork.

B. Semirigid Joint Filler: Two-component, semirigid, 100 percent solids, epoxy resin with a Type A shore durometer hardness of 80 per ASTM D 2240.

C. Bonding Agent: ASTM C 1059, Type II, non-redispersible, acrylic emulsion or styrene butadiene.

D. Epoxy Bonding Adhesive: ASTM C 881, two-component epoxy resin, capable of humid curing and bonding to damp surfaces, of class suitable for application temperature and of grade to suit requirements, and as follows:

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1. Types IV and V, load bearing, for bonding hardened or freshly mixed concrete to hardened concrete.

E. Reglets: Fabricate reglets of not less than 0.0217-inch- thick,…