Attachment__1_-_19AQMM19R0146_Specifications.pdf

TWO WAREHOUSES Solicitation No. 19AQMM19R0146 CRIDAERO CABALLAR MANSILLA Facatativa -COLOMBIA

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 32 16.00 20 CONSTRUCTION PROGRESS DOCUMENTATION

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 05 23 WELDING, STRUCTURAL

05 12 00 STRUCTURAL STEEL

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 50 14 STRUCTURAL METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 41 63 FABRICATED ROOF PANEL ASSEMBLIES

07 44 56 FIBER REINFORCED CEMENTITIOUS PANELS

07 60 00 FLASHING AND SHEET METAL

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 36 19 VERTICAL LIFT DOORS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

DIVISION 09 - FINISHES

09 06 90 COLOR SCHEDULE

09 24 23 STUCCO

09 26 00 VENEER PLASTER

09 29 00 GYPSUM BOARD

PROJECT TABLE OF CONTENTS Page 1

DEPARTMENT OF STATE - INL

09 30 13 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

12 36 00 COUNTERTOPS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 23 00 REFRIGERANT PIPING

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.10 10 INSULATED WIRE AND CABLE

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 36 00.00 10 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH

26 41 00.00 40 LIGHTNING PROTECTION SYSTEM

26 51 00 LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 23 23.00 10 CLOSED CIRCUIT TELEVISION SYSTEMS

28 31 64.00 10 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 10 00 CLEARING FOR CIVIL WORKS

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

31 60 00 FOUNDATION PREPARATION

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 31 13 CHAIN LINK FENCES AND GATES

PROJECT TABLE OF CONTENTS Page 2

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 70 02.00 10 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND

33 71 01.00 40 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL AND TELECOMUNICATIONS DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

SECTION 01 11 00

SUMMARY OF WORK

08/11

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals; submittals having a "FIO" designation are for information only. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Submit the following items to the Contracting Officer:

Submittal Register Performance Insurance Policy (poliza de cumplimeinto):

Submitted after the contractor is signed and prior to the notice to proceed in a sum equal to 30% of the value of the contract and valid for the duration of the contract and a further two months.

Payment Insurance Policy(Poliza de Pagos de Salarios y Prestaciones Sociales):

Submitted after the contract is signed and prior to the notice to proceed in a sum equal to 20% of the value of the contract, and valid for the duration of the contract and a further three years for the salaries and social benefits of the workers.

Liability Insurance Policy(Poliza de Responsabilidad Civil Contractual):

submitted after the contract is signed and prior to the notice to proceed in a sum equal to 30% of the value of the contract, and valid for the duration of the contract and a further two months covering contractual and Third Party Civil Liability, Stability Insurance Policy(Poliza de Estabilidad):

Submitted when the acceptance of work is signed in a sum equal to 30% of the value of the contract, and valid for three years from the date of the handover of the work/ substantial completion.

Elements Quality Insurance Policy(Poliza de Calidad de Elementos):

Submitted when the acceptance of work is signed in a sum equal to 30% of the value of the contract, and valid for one year from the date of the handover of the work/ substantial completion.

Correct Equipment Functioning Insurance Policy(Poliza de Correcto funcionamiento de los Equipos):

Submitted when the acceptance of work is signed in a sum equal to 30% of the value of the contract, and valid for one year from the date of the handover of the work/ substantial completion Project Schedule Gant Chart detailing activities, durtation and dates in wich the projet will be performed a digital copy shall also be provided in microsoft project format.

Temporary Facilities Drawing depecting the location of all temporary facilties including but not limited to camps, portable toilets, materials and tools storage location,access points, temporary contractor offices, temporary utilities connections and distribution, site enclosures and work phasing.

SECTION 01 11 00 Page 4

Personnel List List of all the personnel that wil work on site, this list shall also be sent to the final user for security clerance purposes.

Coordinate additional requirements of the list such as ID number with final User.

Field Personnel Qualifications Provide Resumes of the contractors main personnel on site including Project Director, Electrical Engineer, Quality Control and any orher as requested by the Contracting Officer.

Health and Safety Plan Quality Control (QC) Plan List of Proposed Subcontractors List of Proposed Products Enviromental plan implementation

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The project consists in the construction of two (2) Warehouses for the Colombian National Police (CNP)to support the Rural Security INL program at Criadero Caballar Mancilla, Facatativa, Colombia. The construction shall include the use of quality materials that are capable of withstanding tropical rainy climate.

The buildings have a length of 18.95 m, a width of 12.75 m, and total height of 6.66 m above finished floor; the structural system chosen for this building corresponds to reinforced concrete structure. The lightweight roof system is supported by purlins which are supported over steel trusses; these trusses are supported over concrete tie beams. The foundation of the building consists in concrete footings. This facility shall also have electrical, hydraulic and sewage utilities and internal installations: doors, door hardware, sanitary fittings and finishes as indicated in the attached drawings. The building shall comply with the current standards of the Colombian Seismic Resistance Code (NSR Standard, 10). The scope of work includes the review and submittal for approval of: 1

- The structural designs for the warehouse according to the Soils Studies provided, 2 - the review and shop drawings of the metallic mezannine structure and stairs, according to the specified materials on drawings and 3- the calculations, shop drawings and installation process for the drywall ceiling with insulation. The contractor shall be responsible for transportation, meals and lodging of the construction team on the work site (away from the project site), or as arranged with the CNP personnel. The contractor shall have a representative at the work site to receive materials, which shall be responsible for unloading materials and transporting it to the actual work site. The contractor shall be responsible for transportation, meals and lodging of the construction team on the work site (away from the project site), or as arranged with the CNP personnel. The contractor shall have a representative at the work site to receive materials, which shall be responsible for unloading materials and transporting it to the actual work site.

Designs, layout and dimensions are likewise shown on the drawings for this project.

1.2.2 Location

Place of Performance: Facilities of the Colombian National Police: Criadero

SECTION 01 11 00 Page 5

Caballar Mancilla located 49 km from Bogotá, near the town of Facatativa, Cundinamarca, Colombia. The site may be accessed by road.

1.3 OCCUPANCY OF PREMISES

Before work is started the Contractor shall arrange with the COR a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.4 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.5 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged shall remain the property of the Government or Final user as applicable.

The salvaged property shall be segregated, itemized, delivered, and off-loaded at the designated storage area located within kilometersthe facility of the construction site.

Contractor shall maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer. Salvaged Items shall be inventoried and delivered to final user this handover shall be documented in witting and signed by the contractor and the final user.

-- End of Section --

SECTION 01 11 00 Page 6

SECTION 01 32 16.00 20

CONSTRUCTION PROGRESS DOCUMENTATION

04/01

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals . Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction schedule Submittal Register

1.2 ACCEPTANCE

Prior to the start of work, prepare and submit to the Contracting Officer for acceptance a construction schedule in the form of a Bar Chart in accordance with the terms in Contract Clause "FAR 52.236-15, Schedules for Construction Contracts". Acceptance of an error free Baseline Schedule and updates is a condition precedent to processing the Contractor's pay request.

1.3 SCHEDULE FORMAT

1.3.1 Bar Chart Schedule

The Bar Chart shall show submittals, government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. The Bar Chart shall be time scaled, cost loaded and generated using the project management plataform.

1.4 UPDATED SCHEDULES

Update the Construction schedule at daily intervals or when the schedule has been revised. The updated schedule shall be kept current, reflecting actual activity progress and plan for completing the remaining work. Submit copies of purchase orders and confirmation of delivery dates as directed.

1.5 3-WEEK LOOK AHEAD SCHEDULE

The Contractor shall prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule. The work plans shall be keyed to activity numbers .

Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-Week Look Ahead Schedule. The detail work plans are to be bar chart type schedules, maintained separately from the Construction Schedule on an electronic spreadsheet program and printed on 8 ½ by 11 sheets as directed by the Contracting Officer. Activities shall not exceed 5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Three hard copies and one electronic file of the 3-Week Look Ahead Schedule shall be delivered to the COR,and on electronic file shall be delivered to the CO, no later than 8 a.m. each Monday and reviewed during the weekly Contractor Quality Control(CQC) Coordination Meeting.

SECTION 01 32 16.00 20 Page 7

1.6 CORRESPONDENCE AND TEST REPORTS:

All correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs, etc.) shall reference Schedule activities that are being addressed. All test reports (e.g., concrete, soil compaction, weld, pressure, etc.) shall reference schedule activities that are being addressed.

PART 2 PRODUCTS

ORACLE Contract Manager and ORACLE Primavera P6.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 32 16.00 20 Page 8

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to

Certificates of insurance

List of proposed Subcontractors

List of proposed products

Construction progress schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices

Health and safety plan

Work plan

Quality Control(QC) plan

Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some

SECTION 01 33 00 Page 9 portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.(Strictly related to construction procedures)

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

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

SECTION 01 33 00 Page 10 documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (MSDS)concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and must state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

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,as-built drawings and final report. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.1.2 Approving Authority

Office or designated person authorized to approve submittal.

1.1.3 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.

SECTION 01 33 00 Page 11

1.2 SUBMITTALS

Government approval is required for submittals. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register

1.3 PREPARATION

1.3.1 Transmital Form

Use the attached sample transmittal form (ENG Form 4025) 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. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.4 VARIATIONS

Variations from contract requirements require both Designer of Record (DOR) and Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

1.4.1 Considering Variations

Discussion with Contracting Officer prior to submission, after consulting with the DOR, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.4.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government, including the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

1.4.3 Warranting That Variations Are Compatible

When delivering a variation for approval, Contractor, including its Designer(s) of Record, warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

SECTION 01 33 00 Page 12

1.4.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 10 calendars days will be allowed for consideration by the Government of submittals with variations.

1.5 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and

(i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. The Government will provide the initial submittal register in electronic format with the following fields completed, to the extent that will be required by the Government during subsequent usage.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.

1.5.1 Use of Submittal Register

Submit submittal register. Submit with QC plan and project schedule.

Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.5.2 Contractor Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor with each submittal throughout contract.

SECTION 01 33 00 Page 13

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) List date of submittal transmission.

Column (q) List date approval received.

1.5.3 Approving Authority Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in program utilized by Contractor.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (l) List date of submittal receipt.

Column (m) through (p) List Date related to review actions.

Column (q) List date returned to Contractor.

1.5.4 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government with each invoice request.

1.6 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals. An additional 10 calendar days will be allowed and shown on the register for review and approval of submittals for HVAC control systems.

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 resubmittal of requirements.

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."

c. Re-submit register and annotate monthly by the Contractor with actual submission and approval dates. When all items on the register have been fully approved, no further re-submittal is required.

d. Carefully control procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

SECTION 01 33 00 Page 14

1.7 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received.

b. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

c. Identify returned submittals with one of the actions defined in paragraph entitled, "Review Notations," of this section and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date approved submittals. One copies of the approved submittal will be retained by the Contracting Officer and one copies of the submittal shall be returned, and it will be in electronic format to the Contractor.

1.8 DISAPPROVED OR REJECTED SUBMITTALS

Contractor shall make corrections required by the U.S. Government. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the clause entitled, "Changes," is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work. Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, the Contractor shall make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.9 APPROVED/ACCEPTED SUBMITTALS

The U.S. Government's approval or acceptance of submittals is not to be construed as a complete check, and indicates only that the general method of construction, materials, detailing and other information are satisfactory. Design, general method of construction, materials, detailing and other information appear to meet the Solicitation and Accepted Proposal.

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for.

After submittals have been approved or accepted 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.

1.10 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, the Contractor to assure that the materials or equipment will be available in quantities required in the

SECTION 01 33 00 Page 15 project. No change or substitution will be permitted after a sample has been approved.

Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those which may be damaged in testing, will be returned to the Contractor, at his expense, upon completion of the contract. Samples not approved will also be returned to the Contractor at its expense, if so requested.

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material. Government reserves the right to disapprove any material or equipment which previously has proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals.

Contractor to replace such materials or equipment to meet contract requirements.

Approval of the Contractor's samples by the Contracting Officer does not relieve the Contractor of his responsibilities under the contract.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 33 00 Page 16

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

11/14

PART 1 GENERAL

1.1 REFERENCES

Various publications are referenced in other sections of the specifications to establish requirements for the work. These references are identified in each section by document number, date and title. The document number used in the citation is the number assigned by the standards producing organization (e.g. ASTM B564 Standard Specification for Nickel Alloy Forgings). However, when the standards producing organization has not assigned a number to a document, an identifying number has been assigned for reference purposes.

1.2 ORDERING INFORMATION

The addresses of the standards publishing organizations whose documents are referenced in other sections of these specifications are listed below, and if the source of the publications is different from the address of the sponsoring organization, that information is also provided. Documents listed in the specifications with numbers which were not assigned by the standards producing organization should be ordered from the source by title rather than by number.

ACOUSTICAL SOCIETY OF AMERICA (ASA)

1305 Walt Whitman Road, Suite 300 Melville, NY 11747-4300 Ph: 516-576-2360 Fax: 631-923-2875 E-mail: asa@aip.org Internet: http://asa.aip.org

AEROSPACE INDUSTRIES ASSOCIATION OF AMERICA, INC. (AIA/NAS)

1000 Wilson Blvd, Suite 1700 Arlington, VA 22209 Ph: 703-358-1052 Fax: 703-358-1052 E-mail: chris.carnahan@aia-aerospace.org Internet: http://www.aia-aerospace.org

AIR CONDITIONING CONTRACTORS OF AMERICA (ACCA)

2800 Shirlington Road, Suite 300 Arlington, VA 22206 Ph: 703-575-4477 E-mail: info@acca.org Internet: http://www.acca.org

AIR DIFFUSION COUNCIL (ADC)

1901 N. Roselle Road, suite 800 Schaumburg, IL 60195 Ph: 847-706-6750 Fax: 847-706-6751 E-mail: info@flexibleduct.org

SECTION 01 42 00 Page 17

Internet: http://www.flexibleduct.org

AIR MOVEMENT AND CONTROL ASSOCIATION INTERNATIONAL (AMCA)

30 West University Drive Arlington Heights, IL 60004-1893 Ph: 847-394-0150 Fax: 847-253-0088 E-mail: amca@amca.org Internet: http://www.amca.org

AIR-CONDITIONING, HEATING AND REFRIGERATION INSTITUTE (AHRI)

2111 Wilson Blvd, Suite 500 Arlington, VA 22201 Ph: 703-524-8800 Fax: 703-562-1942 E-mail: AHRI@AHRI_connect Internet: http://www.ahrinet.org

ALLIANCE FOR TELECOMMUNICATIONS INDUSTRY SOLUTIONS (ATIS)

1200 G Street, NW, Suite 500 Washington, D.C. 20005 Ph: 202-628-6380 Fax: 202-393-5453 E-mail: kconn@atis.org Internet: http://www.atis.org

ALUMINUM ASSOCIATION (AA)

National Headquarters 1525 Wilson Boulevard, Suite 600 Arlington, VA 22209 Ph: 703-358-2960 E-Mail: info@aluminum.org Internet: http://www.aluminum.org

AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

1827 Walden Office Square, Suite 550 Schaumburg, IL 60173-4268 Ph: 847-303-5664 Fax: 847-303-5774 E-mail: customerservice@aamanet.org Internet: http://www.aamanet.org

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

444 North Capital Street, NW, Suite 249 Washington, DC 20001 Ph: 202-624-5800 Fax: 202-624-5806 E-Mail: info@aashto.org Internet: http://www.aashto.org

AMERICAN ASSOCIATION OF TEXTILE CHEMISTS AND COLORISTS (AATCC)

1 Davis Drive P.O. Box 12215 Research Triangle Park, NC 27709-2215 Ph: 919-549-8141 Fax: 919-549-8933 Internet: http://www.aatcc.org

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AMERICAN BEARING MANUFACTURERS ASSOCIATION (ABMA)

2025 M Street, NW, Suite 800 Washington, DC 20036 Ph: 202-367-1155 E-mail: info@americanbearings.org Internet: http://www.americanbearings.org

AMERICAN BOILER MANUFACTURERS ASSOCIATION (ABMA/BOIL)

8221 Old Courthouse Road, Suite 202 Vienna, VA 22182 Ph: 703-356-7172 Internet: http://www.abma.com

AMERICAN BUREAU OF SHIPPING (ABS)

16855 Northchase Drive Houston, TX 77060 USA Ph: 281-877-5800 Fax: 281-877-5803 E:Mail: ABS-WorldHQ@eagle.org Internet: http://www.eagle.org

AMERICAN CONCRETE INSTITUTE INTERNATIONAL (ACI)

38800 Country Club Drive Farmington Hills, MI 48331-3439 Ph: 248-848-3700 Fax: 248-848-3701 E-mail: bkstore@concrete.org Internet: http://www.concrete.org

AMERICAN CONCRETE PIPE ASSOCIATION (ACPA)

8445 Freeport Parkway, Suite 350 Irving, TX 75063-2595 Ph: 972-506-7216 Fax: 972-506-7682 E-mail: info@concrete-pipe.org Internet: http://www.concrete-pipe.org

AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS (ACGIH)

1330 Kemper Meadow Drive Cincinnati, OH 45240 Ph: 513-742-2020 or 513-742-6163 Fax: 513-742-3355 E-mail: mail@acgih.org Internet: http://www.acgih.org

AMERICAN FOREST & PAPER ASSOCIATION (AF&PA)

American Wood Council ATTN: Publications Department 1111 Nineteenth Street NW, Suite 800 Washington, DC 20036 Ph: 800-890-7732 or 202-463-2766 Fax: 202-463-2791 E-mail: awcpubs@afandpa.org Internet: http://www.awc.org/

AMERICAN GAS ASSOCIATION (AGA)

400 North Capitol Street N.W.

Suite 450 Washington, D.C. 20001

SECTION 01 42 00 Page 19

Ph: 202-824-7000 Internet: http://www.aga.org

AMERICAN GEAR MANUFACTURERS ASSOCIATION (AGMA)

1001 N. Fairfax Street, Suite 500 Alexandria, VA 22314-1587 Ph: 703-684-0211 Fax: 703-684-0242 E-mail: tech@agma.org Internet: http://www.agma.org

AMERICAN HARDBOARD ASSOCIATION (AHA)

1210 West Northwest Highway Palatine, IL 60067 Ph: 847-934-8800 Fax: 847-934-8803 E-mail: aha@hardboard.org Internet: http://domensino.com/AHA/

AMERICAN INDUSTRIAL HYGIENE ASSOCIATION (AIHA)

3141 Fairview Park Dr, Suite 777 Falls Church, VA 22042 Tel: 703-849-8888 Fax: 703-207-3561 E-mail: infonet@aiha.org Internet http://www.aiha.org

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

One East Wacker Drive, Suite 700 Chicago, IL 60601-1802 Ph: 312-670-2400 Fax: 312-670-5403 Bookstore: 800-644-2400 E-mail: aisc@ware-pak.com Internet: http://www.aisc.org

AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC)

7012 South Revere Parkway, Suite 140 Centennial, CO 80112 Ph: 503-639-0651 Fax: 503-684-8928 E-mail: info@aitc-glulam.org Internet: http://www.aitc-glulam.org

AMERICAN IRON AND STEEL INSTITUTE (AISI)

25 Massachusetts Avenue, NW Suite 800 Washington, DC 20001 Ph: 202-452-7100 Internet: http://www.steel.org

AMERICAN LADDER INSTITUTE (ALI)

2025 M St. NW Washington, DC 20036 Ph: 202-367-1217 Fax: 202-973-8712 E-mail: info@americanladderinstitute.org Internet: http://www.americanladderinstitute.org

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AMERICAN LUMBER STANDARDS COMMITTEE (ALSC)

P.O. Box 210 Germantown, MD 20875-0210 Ph: 301-972-1700 Fax: 301-540-8004 E-mail: alsc@alsc.org Internet: http://www.alsc.org

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

1899 L Street, NW,11th Floor Washington, DC 20036 Ph: 202-293-8020 Fax: 202-293-9287 E-mail: storemanager@ansi.org Internet: http://www.ansi.org/

AMERICAN PETROLEUM INSTITUTE (API)

Internet: http://www.api.org

AMERICAN RAILWAY ENGINEERING AND MAINTENANCE-OF-WAY ASSOCIATION

(AREMA)

4501 Forbes Blvd., Suite 130 Lanham, MD 20706 Ph: 301-459-3200 Fax: 301-459-8077 E-mail: bcaruso@arema.org Internet: http://www.arema.org

AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING (ASNT)

P.O. Box 28518 1711 Arlingate Lane Columbus, OH 43228-0518 Ph: 800-222-2768; 614-274-6003 Fax: 614-274-6899 E-mail: tjones@asnt.org Internet: http://www.asnt.org

AMERICAN SOCIETY FOR QUALITY (ASQ)

600 North Plankinton Avenue Milwaukee, WI 53203 -or- P.O. Box 3005 Milwaukee, WI 53201-3005 Ph: 800-248-1946; 414-272-8575 Fax: 414-272-1734 E-mail: help@asq.org Internet: http://www.asq.org

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

1801 Alexander Bell Drive Reston, VA 20191 Ph: 703-295-6300; 800-548-2723 E-mail: member@asce.org Internet: http://www.asce.org

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

1791 Tullie Circle, NE Atlanta, GA 30329

SECTION 01 42 00 Page 21

Ph: 800-527-4723 or 404-636-8400 Fax: 404-321-5478 E-mail: ashrae@ashrae.org Internet: http://www.ashrae.org

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

1800 East Oakton Street Des Plaines, IL 60018 Ph: 847-699-2929 Internet: http://www.asse.org

AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE)

18927 Hickory Creek Drive, Suite 220 Mokena, IL 60448 Ph: 708-995-3019 Fax: 708-479-6139 E-mail: staffengineer@asse-plumbing.org Internet: http://www.asse-plumbing.org

AMERICAN WATER WORKS ASSOCIATION (AWWA)

6666 West Quincy Avenue Denver, CO 80235-3098 Ph: 303-794-7711 E-mail: distribution@awwa.org Internet: http://www.awwa.org

AMERICAN WELDING SOCIETY (AWS)

13301 NW 47 Ave Miami, FL 33054

Ph: 888-WELDING, 305-824-1177, 305-826-6192 Fax: 305-826-6195 E-mail: customer.service@awspubs.com Internet: http://www.aws.org

AMERICAN WOOD COUNCIL (AWC)

222 Catoctin Circle SE, Suite 201 Leesburg, VA 20175 Ph: 800-890-7732 Fax: 412-741-0609 E-mail: publications@awc.org Internet: http://www.awc.org

AMERICAN WOOD PROTECTION ASSOCIATION (AWPA)

P.O. Box 361784 Birmingham, AL 35236-1784 Ph: 205-733-4077 Fax: 205-733-4075 Internet: http://www.awpa.com

AmericanHort (AH) 2130 Stella Court Columbus, OH 43215 USA Ph: 614-487-1117 Fax: 614-487-1216 E-mail: hello@AmericanHort.org Internet: http://americanhort.org/AmericanHort/AmericanHort

SECTION 01 42 00 Page 22

APA - THE ENGINEERED WOOD ASSOCIATION (APA)

7011 South 19th St.

Tacoma, WA 98466-5333 Ph: 253-565-6600 Fax: 253-565-7265 Internet: http://www.apawood.org

ARCHITECTURAL WOODWORK INSTITUTE (AWI)

46179 Westlake Drive, Suite 120 Potomac Falls, VA 20165 Ph: 571-323-3636 Fax: 571-323-3630 E-mail: info@awinet.org Internet: http://www.awinet.org

ARCNET TRADE ASSOCIATION (ATA)

E-mail: info@arcnet.com Internet: http://www.arcnet.com/index.htm</URL

ASM INTERNATIONAL (ASM)

9639 Kinsman Road Materials Park, OH 44073-0002 Ph: 440-338-5151, 800-336-5152 E-mail: memberservicecenter@asminternational.org Internet:

http://asmcommunity.asminternational.org/portal/site/www/Home/

ASME INTERNATIONAL (ASME)

Two Park Avenue, M/S 10E New York, NY 10016-5990 Ph: 800-843-2763 Fax: 973-882-1717 E-mail: customercare@asme.org Internet: http://www.asme.org

ASPHALT INSTITUTE (AI)

2696 Research Park Drive Lexington, KY 40511-8480 Ph: 859-288-4960 Fax: 859-288-4999 E-mail: info@asphaltinstitute.org Internet: http://www.asphaltinstitute.org

ASPHALT ROOFING MANUFACTURER'S ASSOCIATION (ARMA)

750 National Press Building 529 14th Street, NW Washington D.C. 20045 Ph: 202-591-2450 Fax: 202-591-2445 Internet: http://www.asphaltroofing.org

ASSOCIATED AIR BALANCE COUNCIL (AABC)

1518 K Street, NW Washington, DC 20005 Ph: 202-737-0202 Fax: 202-638-4833 E-mail: info@aabc.com Internet: http://www.aabc.com/

SECTION 01 42 00 Page 23

ASSOCIATION FOR IRON AND STEEL TECHNOLOGY (AIST)

186 Thorn Hill Road Warrendale, PA 15086-7528 Ph: 724-814-3000 Fax: 724-814-3001 E-Mail: memberservices@aist.org Internet: http://www.aist.org/publications

ASSOCIATION FOR THE ADVANCEMENT OF MEDICAL INSTRUMENTATION (AAMI)

4301 N. Fairfax Drive, Suite 301 Arlington, VA 22203-1633 Ph: 703-525-4890 Fax: 703-276-0793 E-mail: customerservice@aami.org Internet: http://www.aami.org

ASSOCIATION OF EDISON ILLUMINATING COMPANIES (AEIC)

600 North 18th Street P.O. Box 2641 Birmingham, AL 35291-0992 Ph: 205-257-3839 E-Mail: aeicdir@bellsouth.net Internet: http://www.aeic.org

ASSOCIATION OF HOME APPLIANCE MANUFACTURERS (AHAM)

1111 19th Street NW, Suite 402 Washington, DC 20036 Ph: 202-872-5955 E-mail: info@aham.org Internet: http://www.aham.org

ASSOCIATION OF THE WALL AND CEILING INDUSTRY (AWCI)

513 West Broad Street, Suite 210 Falls Church, VA 22046 Ph: 703-538-1600 Fax: 703-534-8307 E-mail: info@awci.org Internet: http://www.awci.org

ASTM INTERNATIONAL (ASTM)

100 Barr Harbor Drive, P.O. Box C700 West Conshohocken, PA 19428-2959 Ph: 877-909-2786 Internet: http://www.astm.org

BAY AREA AIR QUALITY MANAGEMENT DISTRICT (Bay Area AQMD) 939 Ellis Street San Francisco, CA 94109 Ph: 415-771-6000 Fax: 415-928-8560 E-Mail: publicrecords@baaqmd.gov Internet: http://www.baaqmd.gov/

BIFMA INTERNATIONAL (BIFMA)

678 Front Ave. NW, Suite 150 Grand Rapids, MI 49504-5368 Ph: 616-285-3963 Fax: 616-285-3765 E-mail: email@bifma.org

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Internet: http://www.bifma.org

BIOCYCLE, JOURNAL OF COMPOSTING AND RECYCLING (BIOCYCLE)

Ph: 610-967-4135 Internet: http://www.biocycle.net

BRITISH STANDARDS INSTITUTE (BSI)

Ph: +44 845-086-9001 E-mail: cservices@bsigroup.com Internet: http://www.bsigroup.com

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

355 Lexington Avenue, 15th Floor New York, NY 10017 Ph: 212-297-2122 Fax: 212-370-9047 Internet: http://www.buildershardware.com

CALIFORNIA ENERGY COMMISSION (CEC)

Media and Public Communications Office 1516 Ninth Street, MS-29 Sacramento, CA 95814-5512 Ph: 916-654-5106 E-mail: appliances@energy.ca.gov Internet: http://www.energy.ca.gov/

CARPET AND RUG INSTITUTE (CRI)

P.O. Box 2048 Dalton, GA 30722-2048 Ph: 706-278-3176 Fax: 706-278-8835 Internet: http://www.carpet-rug.com

CAST IRON SOIL PIPE INSTITUTE (CISPI)

3008 Preston Station Drive Hixson, TN 37343 Ph: 423-842-2122 Internet: http://www.cispi.org

CEILINGS & INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA)

1010 Jorie Blvd, Suite 30 Oak Brook, IL 60523 Ph: 630-584-1919 Fax: 866-560-8537 E-mail: cisca@cisca.org Internet: http://www.cisca.org

CENTERS FOR DISEASE CONTROL AND PREVENTION (CDC)

1600 Clifton Road Atlanta, GA 30333 Ph: 800-232-4636 TTY: 888-232-6348Internet: http://www.cdc.gov

CHEMICAL FABRICS & FILM ASSOCIATION (CFFA)

1300 Sumner Avenue Cleveland OH 44115-2851 Ph: 216-241-7333 Fax: 216-241-0105 E-mail: cffa@chemicalfabricsandfilm.com

SECTION 01 42 00 Page 25

Internet: http://www.chemicalfabricsandfilm.com/

CHLORINE INSTITUTE (CI)

1300 Wilson Boulevard, Suite 525 Arlington, VA 22209 Ph: 703-894-4140 Fax: 703-894-4130 E-mail: pubs@cl2.com Internet: http://www.chlorineinstitute.org/

COMPOSITE PANEL ASSOCIATION (CPA)

19465 Deerfield Avenue, Suite 306 Leesburg, VA 20176 Ph: 703-724-1128 Fax: 703-724-1588 Internet: http://www.compositepanel.org/

COMPRESSED AIR AND GAS INSTITUTE (CAGI)

1300 Sumner Avenue Cleveland OH 44115-2851 Ph: 216-241-7333 Fax: 216-241-0105 E-mail: cagi@cagi.org Internet: http://www.cagi.org/

COMPRESSED GAS ASSOCIATION (CGA)

14501 George Carter Way, Suite 103 Chantilly, VA 20151-1788 Ph: 703-788-2700 Fax: 703-961-1831 E-mail: cga@cganet.com Internet: http://www.cganet.com

CONCRETE REINFORCING STEEL INSTITUTE (CRSI)

933 North Plum Grove Road Schaumburg, IL 60173-4758 Ph: 847-517-1200 Fax: 847-517-1206 Internet: http://www.crsi.org/

CONCRETE SAWING AND DRILLING ASSOCIATION (CSDA)

100 2nd Ave South, Ste 402N St. Petersburg, FL 33701

PH: 727-577-5004

E-mail: info@csda.org Internet: http://www.csda.org

CONSUMER ELECTRONICS ASSOCIATION (CEA)

1919 South Eads St.

Arlington, VA 22202 Ph: 866-858-1555 or 703-907-7634 Fax: 866-858-2555 or 703-907-7693 E-mail: standards@CE.org Internet: http://www.CE.org

CONSUMER PRODUCT SAFETY COMMISSION (CPSC)

4330 East-West Highway Bethesda, MD 20814 Ph: 301-504-7923

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Fax: 301-504-0124 or 301-504-0025 Internet: http://www.cpsc.gov

CONVEYOR EQUIPMENT MANUFACTURERS ASSOCIATION (CEMA)

5672 Strand Ct., Suite 2 Naples, Florida 34110 Ph: 239-514-3441 Fax: 239-514-3470 E-mail: karen@cemanet.org Internet: http://www.cemanet.org

COOLING TECHNOLOGY INSTITUTE (CTI)

P.O. Box 73383 Houston, TX 77273-3383 Ph: 281-583-4087 Fax: 281-537-1721 E-mail: vmanser@cti.org Internet: http://www.cti.org

COPPER DEVELOPMENT ASSOCIATION (CDA)

Internet: http://www.copper.org

CRANE MANUFACTURERS ASSOCIATION OF AMERICA (CMAA)

8720 Red Oak Boulevard, Suite 201 Charlotte, NC 28217-3992 Ph: 704-676-1190 Fax: 704-676-1199 Internet: http://www.mhi.org/cmaa

CSA GROUP (CSA)

178 Rexdale Blvd.

Toronto, ON, Canada M9W 1R3 Ph: 416-747-4044 Fax: 416-747-2510 E-mail: sales@csagroup.org Internet: http://www.csagroup.org/us/en/home

DISTRICT OF COLUMBIA MUNICIPAL REGULATIONS (DCMR)

1350 Pennsylvania Avenue, NW, Suite 419 Washington DC 20004 Ph: 202-727-6306 Fax: 202-727-3582

TTY: 711

E-mail: secretary@dc.gov Internet:

http://os.dc.gov/service/publication-and-regulatory-services

DOOR AND ACCESS SYSTEM MANUFACTURERS ASSOCIATION (DASMA)

1300 Sumner Avenue Cleveland, OH 44115-2851 Ph: 216-241-7333 Fax: 216-241-0105 Internet: http://www.dasma.com

DUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA)

1322 Riverhaven Place Birmingham, AL 35244 Ph: 205-402-8700 Internet: http://www.dipra.org

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ELECTRICAL GENERATING SYSTEMS ASSOCIATION (EGSA)

1650 South Dixie Highway, Suite 400 Boca Raton, FL 33432-7462 Ph: 561-750-5575 Fax: 561-395-8557 Internet: http://www.egsa.org

ELECTRONIC COMPONENTS INDUSTRY ASSOCIATION (ECIA)

2214 Rock Hill Rd., Suite 170 Herndon, VA 20170 Ph: 571-323-0294 Fax: 571-323-0245 E-mail: emikoski@ecaus.org Internet: http://www.ecianow.org/

ELECTRONIC INDUSTRIES ALLIANCE (EIA)

EIA has become part of the ELECTRONIC COMPONENTS INDUSTRY

ASSOCIATION (ECIA)

ELECTROSTATIC DISCHARGE ASSOCIATION (ESD)

7900 Turin Road, Building 3 Rome, NY 13440-2069 Ph: 315-339-6937 Fax: 315-339-6793 E-mail: info@esda.org http://www.esda.org/

ENERGY INSTITUTE (EI)

Publications Team Energy Institute 61 New Cavendish Street London

W1G 7AR, UK

Ph: +44 (0)20 7467 7100 Fax: +44 (0)20 7255 1472 E-mail: pubs@energyinst.org.uk Internet:

http://www.energyinstpubs.org.uk/cgi-bin/open.cgi?page=index

ETL TESTING LABORATORIES (ETL)

Intertek Ph: 888-DIRLIST (888-347-5478) Internet: http://www.intertek.com/

EUROPEAN COMMITTEE FOR STANDARDIZATION (CEN/CENELEC)

CEN-CENELEC Management Centre Avenue Marnix 17 B-1000 Brussels Ph: 32-2-550-08-11 Fax: 32-2-550-08-19 Internet: http://www.cen.eu/Pages/default.aspx

EXPANSION JOINT MANUFACTURERS ASSOCIATION (EJMA)

25 North Broadway Tarrytown, NY 10591 Fax: 914-332-1541 E-mail: inquiries@ejma.org Internet: http://www.ejma.org

SECTION 01 42 00 Page 28

FLUID CONTROLS INSTITUTE (FCI)

1300 Sumner Avenue Cleveland, OH 44115 Ph: 216-241-7333 Fax: 216-241-0105 E-mail: fci@fluidcontrolsinstitute.org Internet: www.fluidcontrolsinstitute.org

FLUID SEALING ASSOCIATION (FSA)

994 Old Eagle School Rd. #1019 Wayne, PA 19087-1866 Ph: 610-971-4850 Internet: www.fluidsealing.com

FM GLOBAL (FM)

270 Central Avenue P.O. Box 7500 Johnston, RI 02919-4923 Ph: 877-364-6726 Fax: 401-275-3029 E-mail: servicedesk.myrisk@fmglobal.com Internet: http://www.fmglobal.com

FOREST STEWARDSHIP COUNCIL (FSC)

212 Third Avenue North Suite 445 Minneapolis, MN 55401 Ph: 612-353-4511 E-mail: info@us.fcs.org Internet: https://us.fsc.org/

FORESTRY SUPPLIERS INC. (FSUP)

205 West Rankin Street P.O. Box 8397 Jackson, MS 39284-8397 Ph: 800-752-8460 Internet: http://www.forestry-suppliers.com

FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH

(FCCCHR)

University of South California Research Annex 219 3716 South Hope Street Los Angeles, CA 90089-7700 Ph: 213-740-2032 or 866-545-6340 Fax: 213-740-8399 E-mail: fccchr@usc.edu Internet: http://www.usc.edu/dept/fccchr

GEOLOGICAL SOCIETY OF AMERICA (GeoSA) P.O. Box 9140 Boulder, CO 80301-9140 Ph: 303-357-1000 Fax: 303-357-1070 E-mail: gsaservice@geosociety.org Internet: http://www.geosociety.org

SECTION 01 42 00 Page 29

GEOSYNTHETIC INSTITUTE (GSI)

475 Kedron Avenue Folsom, PA 19033-1208 Ph: 610-522-8440 Fax: 610-522-8441 Internet: http://www.geosynthetic-institute.org

GERMAN INSTITUTE FOR STANDARDIZATION (DIN)

Americas Englewood, CO, US Ph: +1 800-447-2273 (Toll Free), +1 303-736-3001 (US/Canada) Internet:

GLASS ASSOCIATION OF NORTH AMERICA (GANA)

800 SW Jackson St., Suite 1500 Topeka, KS 66612-1200 Ph: 785-271-0208 E-mail: gana@glasswebsite.com Internet: http://www.glasswebsite.com

GREEN BUILDING INITIATIVE (GBI)

5410 SW Macadam, Suite 150 Portland, Oregon 97239 Ph: 877-424-4241 Fax: 503.961.8991 Email: info@thegbi.org Internet: http://www.thegbi.org/

GREEN SEAL (GS)

1001 Connecticut Avenue, NW Suite 827 Washington, DC 20036-5525 Ph: 202-872-6400 Fax: 202-872-4324 Internet: http://www.