DRAFT_Specifications_22Jan2018.pdf

SECTION 01 00 00

GENERAL REQUIREMENTS

05/04

PART 1 GENERAL

1.1 SCOPE

This section of the Specifications provides general information and requirements. The work covered by these Specifications consists of furnishing all equipment, labor, and materials required for the fabrication and delivery of culvert valves as shown on the drawings and as described herein.

1.3 SUBMITTALS

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

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

Delivery Work Plan; G RE

A plan describing in detail the proposed delivery methods of the fabrications shall be submitted for approval. The plan shall be submitted at least 60 calendar days prior to the proposed delivery of any item. The valves shall be delivered to the following address:

USACE: Pickwick Lock 850 Carolina Lane Counce, TN 38326 Lockmaster: Brian Brewer Phone: 731-925-2334

1.4 INSPECTIONS AND ACCEPTANCE OF WORK

1.4.1 General

Not withstanding other provisions of this contract, all materials and work to be performed under this contract shall be inspected and accepted by the Contracting Officer or his authorized representative(s). The Contracting Officer or his authorized representative shall be the individual(s) solely authorized to reject materials, disapprove or approve any work in progress, or order or direct any revision or change to the plans and specifications as presently shown and stated.

1.4.2 Access to Work

The Contractor shall provide safe access to the fabrication facility and any other areas where work on this contract is performed to permit inspection by the Government.

1.5 FABRICATION SHOP STORAGE

Mill steel, fabricated items, and appurtenances shall be stored in a manner to prevent permanent deflection, distortion, or other damage. Rubber seals shall be stored in as cool a place as practicable, preferably at 70 degrees F or less; and in no case shall the rubber be stored in the open or exposed to the direct rays of the sun.

1.7 DELIVERY OF FABRICATIONS

The contractor is required to submit a delivery work plan for approval by the Contracting Officer. The plan shall describe in detail the proposed methods of delivery of the fabricated items. The plan shall address equipment, machinery and site limitations identified in the specifications and discussed at a pre-delivery meeting between the Contractor and the Contracting Officer. The plan shall be submitted at least 60 calendar days prior to proposed delivery of any item. The plan shall include, but not be limited to the following:

a. Type and size of barge(s) to be used for delivery.

b. Propelling unit to be used for delivery.

c. Location and description of intermediate assembly or handling areas (if any) between the fabrication location and the delivery location.

d. Cranes and other lifting and positioning equipment to be used.

e. Packaging of components.

f. Blocking.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

1.1 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.1.1 CULVERT VALVES

Payment for all costs in connection with fabricating and delivering the culvert valves and related appurtenances will be made at the contract unit price bid per each (EA) for "Culvert Valves." This price will include consideration for all materials, equipment, and labor; and all other related appurtenances; as shown on the contract drawings and specified in Section 35 20 17 CULVERT VALVES. This price includes consideration for all required paint as specified in Section 09 97 02 PAINTING: HYDRAULIC

STRUCTURES.

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 SUMMARY

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Contractor's Quality Control (CQC) System Manager and the Designer of Record, if applicable, to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited

to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications;

warranties; and other such required submittals.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

A submittal register showing items of equipment and materials for when submittals are required by the specifications is provided as "Appendix A - Submittal Register".

1.2 DEFINITIONS

1.2.1 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 a notic to proceed.issuance of contract notice to proceed.or commencing work on site.or the start of the next major phase of the construction on a multi-phase contract, includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates of insurance

Surety bonds

List of proposed Subcontractors

List of proposed products

Construction progress schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices or Earned Value Report

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 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-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. Unless specified in another section, 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 the 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 document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

Factory test reports.

SD-11 Closeout Submittals

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

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.2.2 Approving Authority

Office or designated person authorized to approve submittal.

1.2.3 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.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.4.1 Government Approved (G)

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer.

Government approval is required for any deviations from the Solicitation or Accepted Proposal and other items as designated by the Contracting Officer. Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are considered to be "shop drawings."

1.4.2 For Information Only

Submittals not requiring Government approval will be for information only.

For Design-build construction all submittals not requiring Designer of Record or Government approval will be for information only. They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

1.5 FORWARDING SUBMITTALS REQUIRING GOVERNMENT APPROVAL

1.6 PREPARATION

1.6.1 Transmittal Form

Use the attached sample transmittal form in Appendix B ENG Form 4025-R for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. T 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.

1.6.2 Electronic File Format

Provide submittals other than material samples in both hard copy (paper) and electronic formats. The electronic submittal file must be compiled as a single, complete document, to include the Transmittal Form described in paragraph 1.6.1 Transmittal Form. The electronic submittal file must be named specifically according to its contents (e.g. 01 45 01-1.2_Quality Control Plan.pdf).

Electronic files must be of sufficient quality that all information is legible. Electronic format shall be in Adobe.PDF format, unless otherwise specified or directed by the Contracting Officer's Representative (COR).

Whenever possible, PDF files shall be generated from original documents so that the text included in the PDF file is both searchable and can be copied. If documents are scanned, Optical Character Resolution (OCR) routines are required. Files exceeding 30 pages shall be indexed and bookmarked to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature, or scan of a signature.

Email electronic submittal documents fewer than 10MB to an email address as directed by the COR. Electronic documents over 10MB shall be provided on a CD/DVD, or through an electronic file sharing system such as the AMRDEC SAFE Web Application located at the following website:

https://safe.amrdec.army.mil/safe/

Provide hard copies of submittals as specified in this or other specification sections.

1.7 QUANTITY OF SUBMITTALS

1.7.1 Number of Copies of SD-02 Shop Drawings

Submit one electronic (PDF format) and two hard copies of submittals of shop drawings requiring review and approval only by QC organization and one electronic (PDF format) and two hard copies of shop drawings requiring review and approval by Contracting Officer.

1.7.2 Number of Copies of SD-03 Product Data and SD-08 Manufacturer's Instructions

Submit in compliance with quantity requirements specified for shop drawings.

1.7.3 Number of Copies SD-05 Design Data and SD-07 Certificates

Submit in compliance with quantity requirements specified for shop drawings.

1.7.4 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's Field Reports

Submit in compliance with quantity and quality requirements specified for shop drawings other than field test results that will be submitted with QC reports.

1.7.5 Number of Copies of SD-10 Operation and Maintenance Data

Submit one electronic (PDF format) and two hard copies of O&M Data to the Contracting Officer for review and approval.

1.7.6 Number of Copies of SD-01 Preconstruction Submittals and SD-11 Closeout Submittals

Unless otherwise specified, submit one electronic (PDF format) and two hard sets of administrative submittals.

1.8 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals.

The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work;

and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.9 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.

1.9.1 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.

1.9.2 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.

Check the column "variation" of ENG Form 4025 for submittals which include proposed deviations requested by the Contractor. Set forth in writing the reason for any deviations and annotate such deviations on the submittal.

The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

1.9.3 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.

1.9.4 Review Schedule Extension

In addition to normal submittal review period, a period of 5 working days will be allowed for consideration by the Government of submittals with variations.

1.10 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 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.

1.10.1 Use of Submittal Register

Submit submittal register. Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register:

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.

1.10.2 Contractor Use of Submittal Register

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

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.

1.10.3 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.

1.10.4 Copies Delivered to the Government

Deliver one copy of submittal register updated by Contractor to Government.

1.11 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.

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."

e. Except as specified otherwise, allow review period, beginning with receipt by approving authority, that includes at least 30 working days for Contracting Officer approval. Period of review for submittals with Contracting Officer approval begins when Government receives submittal from QC organization.

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

1.12 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received from QC Manager.

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 REVIEW NOTATIONS and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date submittals. One copy of the submittal will be retained by the Contracting Officer and one copy of the submittal will be returned to the Contractor. If the Government performs a conformance review of other Designer of Record approved submittals, the submittals will be so identified and returned, as described above.

1.12.1 Review Notations

Contracting Officer review will be completed within 30 calendar days after date of submission. Submittals will be returned to the Contractor with the following notations:

a. Submittals marked "approved" or "accepted" authorize the Contractor to proceed with the work covered.

b. Submittals marked "approved as noted" or "approved, except as noted, resubmittal not required," authorize the Contractor to proceed with the work covered provided he takes no exception to the corrections.

c. Submittals marked "not approved" or "disapproved," or "revise and resubmit," indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes. No work shall proceed for this item until resubmittal is approved.

d. Submittals marked "not reviewed" will indicate submittal has been previously reviewed and approved, is not required, does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.

1.13 DISAPPROVED OR REJECTED SUBMITTALS

Make corrections required by the Contracting Officer. 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 FAR 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, 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.

1.14 APPROVED/ACCEPTED SUBMITTALS

The Contracting Officer'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 dimensions, the design of adequate connections and details, and the satisfactory construction of all work design, dimensions, all design extensions, such as the design of adequate connections and details, etc., and the satisfactory construction of all work.

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.

1.15 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 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.

1.16 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained. No payment for materials incorporated in the work will be made if all required Designer of Record or required Government approvals have not been obtained. No payment will be made for any materials incorporated into the work for any conformance review submittals or information only submittals found to contain errors or deviations from the Solicitation or Accepted Proposal.

1.17 STAMPS

Stamps used by the Contractor on the submittal data to certify that the submittal meets contract requirements is to be similar to the following:

| CONTRACTOR |

| (Firm Name) | | _____ Approved | | _____ Approved with corrections as noted on submittal data and/or | | attached sheets(s) |

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

For design-build construction, both the Contractor Quality Control System Manager and the Designer of Record are to stamp and sign to certify that the submittal meets contract requirements.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

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.

AACE INTERNATIONAL (AACE)

1265 Suncrest Towne Centre Drive Morgantown, WV 26505-1876 USA Ph: 304-296-8444 Fax: 304-291-5728 E-mail: info@aacei.org Internet: http://www.aacei.org

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 BARRIER ASSOCIATION OF AMERICA (ABAA)

1600 Boston-Providence Hwy Walpole, MA 02081 Ph: 1-866-956-5888 Fax: 1-866-956-5819 Internet: https://www.airbarrier.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 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 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

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 FOUNDATION (AFF)

American Tree Farm System 2000 M Street, NW, Suite 550 Washington, DC 20036 Ph: 202-765-3660 Fax: 202-827-7924 Email: info@treefarmsystem.org Internet: https://www.treefarmsystem.org/standards-review

AMERICAN FOREST AND 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 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

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 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 WIND ENERGY ASSOCIATION (AWEA)

1501 M St. NW, Suite 1000 Washington, DC 20005 Ph: 202.383.2500 Fax: 202.383.2505 Internet:

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

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/

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 POOL & SPA PROFESSIONALS (APSP)

2111 Eisenhower Ave.

Alexandria, VA 22314 Ph: 703.838.0083 Fax: 703.549.0493 E-mail: cdigiovanni@apsp.org Internet: http://apsp.org/standards.aspx

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 (BAAQMD)

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/

BACNET INTERNATIONAL (BTL)

BACnet Testing Laboratories 1827 Powers Ferry Road Building 14, Suite 100 Atlanta, GA 30339 Ph: 770-971-6003 Fax: 678-229-2777 E-mail: btl-manager@bacnetinternational.org Internet: http://www.bacnetlabs.org

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 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 AIR RESOURCES BOARD (CARB)

1001 I Street Sacramento, CA 95814 Ph: 800-242-445- Internet: http://www.arb.ca.gov

CALIFORNIA DEPARTMENT OF PUBLIC HEALTH (CDPH)

PO Box 997377, MS 0500 Sacramento, CA 95899-7377 Ph: 916-558-1784 Internet: http://www.cdph.ca.gov

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 AND 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 AND FILM ASSOCIATION (CFFA)

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

COUNCIL ON ENVIRONMENTAL QUALITY (CEQ) (WHITE HOUSE)

722 Jackson Place Washington DC 20506 Internet: https://www.whitehouse.gov/administration/eop/ceq

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

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

FEDERAL REMEDIATION TECHNOLOGIES ROUNDTABLE (FRTR)

Ph: 703-487-4650 Internet: http://www.frtr.gov/

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

FPInnovations (FPI) 570 Saint-Jean Blvd.

Pointe-Claire, QC Canada H9R 3J9 Ph: 514-630-4100 Internet: https://fpinnovations.ca/Pages/index.aspx Download: http://www.masstimber.com Hard copy: http://www.awc.org

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

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:…