Att H - ALB Final Specs.pdf

College of Charleston ALB Outbreak

Site Improvements Design Contract AG-6395-C-16-0115

SPECIFICATIONS

Final Submittal

February 17, 2022

APHIS College of Charleston Site Improvements Contract AG-6395-C-16-0115

For Asian Long Horn Beetle (ALB) Infestation

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 35 SPECIAL INSPECTIONS

STATEMENT OF SPECIAL INSPECTIONS

SCHEDULE OF SPECIAL INSPECTIONS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 00 MODULAR BUILDING (For information only - separate contract)

13 34 19 METAL BUILDING SYSTEMS

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

23 34 39 HIGH-VOLUME, LOW-SPEED FANS

DIVISION 26 - ELECTRICAL

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 56 00 EXTERIOR LIGHTING

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 31 23.00 10 SANITARY SEWER FORCE MAIN PIPING

33 32 16 PACKAGED UTILITY WASTEWATER PUMPING STATIONS

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

College of Charleston Contract: AG-6395-C-16-0115 ALB Outbreak Site Improvements Design

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PROJECT TABLE OF CONTENTS Page 2

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/ 11, CHG 1: 08/ 14

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

GENERAL

G-1 TITLE SHEET

SURVEY

V-101 TOPOGRAPHIC AND TREE SURVEY

CIVIL

C-001 LEGEND, ABBREVIATIONS AND NOTES

CE101 EROSION, SEDIMENT CONTROL AND DEMOLITION PLAN

CE102 EROSION, SEDIMENT CONTROL AND DEMOLITION PLAN

CG101 GRADING AND DRAINAGE PLAN

CG102 GRADING AND DRAINAGE PLAN

CI101 SITE LAYOUT AND UTILITY PLAN

CI102 SITE LAYOUT AND UTILITY PLAN

C-501 DETAILS

C-502 DETAILS

C-503 DETAILS

C-504 DETAILS

C-505 DETAILS

WASTEWATER

G0-01 COVER SHEET

C1-01 SITE PLAN

C5-01 WASTEWATER COLLECTION SYSTEM DETAILS

STRUCTURAL

S-001 STRUCTURAL NOTES

SB101 FOUNDATION PLAN

SB501 TYPICAL FOUNDATION DETAILS

SB502 TYPICAL DETAILS

MECHANICAL

M101 MECHANICAL SITE PLAN

ARCHITECTURAL

AE201 CANOPY SECTIONS AND ELEVATIONS

ELECTRICAL

ES100 ELECTRICAL LEGEND, NOTES AND DETAILS

ES101 ELECTRICAL SITE PLAN

ES102 ELECTRICAL RISER AND PANEL SCHEDULE

DOCUMENT 00 01 15 Page 1

-- End of Document --

DOCUMENT 00 01 15 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/ 18, CHG 4: 02/ 21

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SD-01 Preconstruction Submittals

Submittals that are required prior to or commencing with the start of work on site.

Preconstruction Submittals include schedules and a tabular list of locations, features, and 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

Baseline Network Analysis Schedule (NAS)

Submittal Register

Schedule Of Prices Or Earned Value Report

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. Shop drawings must be submitted and be approved by the AE and the USDA before commencing work.

SECTION 01 33 00 Page 1

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. Shop drawings must be submitted and be approved by the USDA.

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 ensuring work can be judged. Includes assemblies or portions of assemblies that are to be incorporated into the project and those that 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.

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

Report that 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

SECTION 01 33 00 Page 2 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

SD-08 Manufacturer's Instructions

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

SD-10 Operation and Maintenance Data

Data provided by the manufacturer, or the system provider, including manufacturer's help and product line documentation, necessary to maintain and install equipment, for operating and maintenance use by facility personnel.

Data required by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

Data 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 and as-built drawings.

1.1.2 Approving Authority

Office or designated person authorized to approve the submittal.

1.1.3 Work

As used in this section, on-site 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. In exception, excludes work to produce SD-01 submittals.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or “S” classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SECTION 01 33 00 Page 3

SD-01 Preconstruction Submittals

Submittal Register; G

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

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

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, submittals are considered to be "shop drawings."

1.3.2 For Information Only

Submittals not requiring Government approval will be for information only. Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings."

1.4 FORWARDING SUBMITTALS REQUIRING GOVERNMENT APPROVAL

As soon as practicable after award of contract, and before procurement or fabrication, forward to the USDA submittals required in the technical sections of this specification, including shop drawings, product data and samples.

1.4.1 O&M Data

Submit data specified for a given item within 30 calendar days after the item is delivered to the contract site.

In the event the Contractor fails to deliver O&M data within the time limits specified, the Contracting Officer may withhold from progress payments 50 percent of the price of the items to which such O&M data apply.

1.5 PREPARATION

1.5.1 Transmittal Form

Transmit each submittal, except sample installations and sample panels to the office of the approving authority using the transmittal form prescribed by the Contracting Officer. Include all information prescribed by the transmittal form and required in paragraph IDENTIFYING SUBMITTALS.

Use the submittal transmittal forms to record actions regarding samples.

1.5.2 Identifying Submittals

The Contractor must prepare, review and stamp submittals, including those provided by a subcontractor, before submittal to the Government.

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

a. Project title and location

SECTION 01 33 00 Page 4

b. Construction contract number

c. Dates of the drawings and revisions

d. Name, address, and telephone number of Subcontractor, supplier, manufacturer, and any other Subcontractor associated with the submittal.

e. Section number of the specification by which submittal is required

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

g. For a resubmission, add alphabetic suffix on submittal description, for example, submittal 18 would become 18A, to indicate resubmission

h. Product identification and location in project.

1.5.3 Submittal Format

1.5.3.1 Format of SD-01 Preconstruction Submittals

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

Provide data in the unit of measure used in the contract documents.

1.5.3.2 Format for SD-02 Shop Drawings

Provide shop drawings not less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full-size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless another form is required.

Ensure drawings are suitable for reproduction and of a quality to produce clear, distinct lines and letters, with dark lines on a white background.

a. Include the nameplate data, size, and capacity on drawings. Also include applicable federal, industry, and technical society publication references.

b. Dimension drawings, except diagrams and schematic drawings. Prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

Submit an electronic copy of drawings in PDF format.

1.5.3.2.1 Drawing Identification

Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph

IDENTIFYING SUBMITTALS.

Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location next to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.

Reserve a blank space, no smaller than 3 inches on the right-hand side of

SECTION 01 33 00 Page 5 each sheet for the Government disposition stamp.

1.5.3.3 Format of SD-03 Product Data

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

Indicate, by prominent notation, each product that is being submitted;

indicate the specification section number and paragraph number to which it pertains.

1.5.3.3.1 Product Information

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

Provide product data in units used in the Contract documents. Where product data are included in preprinted catalogs with another unit, submit the dimensions in contract document units, on a separate sheet.

1.5.3.3.2 Standards

Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

1.5.3.3.3 Data Submission

Collect required data submittals for each specific material, product, unit of work, or system into a single submittal that is marked for choices, options, and portions applicable to the submittal. Mark each copy of the product data identically. Partial submittals will be accepted for expedition of the construction effort.

Submit the manufacturer's instructions before installation.

1.5.3.4 Format of SD-04 Samples

1.5.3.4.1 Sample Characteristics

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

a. Sample of Equipment or Device: Full size.

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

SECTION 01 33 00 Page 6 inches.

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

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

e. Sample Volume of Nonsolid Materials: Pint. Examples of nonsolid materials are sand and paint.

f. Color Selection Samples: 2 by 4 inches. Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product specified. Sizes and quantities of samples are to represent their respective standard unit.

g. Sample Panel: 4 by 4 feet.

h. Sample Installation: 100 square feet.

1.5.3.4.2 Sample Incorporation

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

Recording of Sample Installation: Note and preserve the notation of any area constituting a sample installation, but remove the notation at the final clean-up of the project.

1.5.3.4.3 Comparison Sample

Samples Showing Range of Variation: Where variations in color, finish, pattern, or texture are unavoidable due to nature of the materials, submit sets of samples of not less than three units showing extremes and middle of range. Mark each unit to describe its relation to the range of the variation.

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

1.5.3.5 Format of SD-05 Design Data

Provide design data and certificates on 8 1/2 by 11 inch paper submitted electronically.

1.5.3.6 Format of SD-06 Test Reports

By prominent notation, indicate each report in the submittal. Indicate the specification number and paragraph number to which each report pertains.

1.5.3.7 Format of SD-07 Certificates

Provide design data and certificates on 8 1/2 by 11 inch paper submitted

SECTION 01 33 00 Page 7 electronically.

1.5.3.8 Format of SD-08 Manufacturer's Instructions

Present manufacturer's instructions submittals for each section. Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data. Also include applicable federal, industry, and technical-society publication references. If supplemental information is needed to clarify the manufacturer's data, submit it as specified for SD-07 Certificates.

Submit the manufacturer's instructions before installation.

1.5.3.8.1 Standards

Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

1.5.3.9 Format of SD-10 Operation and Maintenance Data (O&M)

Comply with the requirements specified in Section 01 78 23 OPERATION AND MAINTENANCE DATA for O&M Data format. Provide electronically or provide hard copy of manufacturer's O&M manuals.

1.5.3.10 Format of SD-11 Closeout Submittals

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

Provide data in the unit of measure used in the contract documents.

1.5.4 Source Drawings for Shop Drawings

1.5.4.1 Source Drawings

The entire set of source drawing files (DWG) will not be provided to the Contractor. Request the specific Drawing Number for the preparation of shop drawings. Only those drawings requested to prepare shop drawings will be provided. These drawings are provided only after award.

1.5.4.2 Terms and Conditions

Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse is at the sole risk of the Contractor and without liability or legal exposure to the Government. The

SECTION 01 33 00 Page 8

Contractor must make no claim, and waives to the fullest extent permitted by law any claim or cause of action of any nature against the Government, its agents, or its subconsultants that may arise out of or in connection with the use of these electronic files. The Contractor must, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities, or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic source drawing files are not construction documents.

Differences may exist between the source drawing files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic source drawing files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. The Contractor is responsible for determining if any conflict exists. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished source drawing files, the signed and sealed construction documents govern. Use of these source drawing files does not relieve the Contractor of the duty to fully comply with the contract documents, including and without limitation the need to check, confirm and coordinate the work of all contractors for the project. If the Contractor uses, duplicates or modifies these electronic source drawing files for use in producing construction data related to this contract, remove all previous indication of ownership (seals, logos, signatures, initials and dates).

1.5.5 Electronic File Format

Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items or manufacturer's O&M manuals.

Compile the submittal file as a single, complete document, to include the Transmittal Form described within. Name the electronic submittal file specifically according to its contents, and coordinate the file naming convention with the Contracting Officer. Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer. Generate PDF files from original documents with bookmarks so that the text included in the PDF file is searchable and can be copied. If documents are scanned, optical character resolution (OCR) routines are required. Index and bookmark files exceeding 30 pages to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature or a scan of a signature.

E-mail electronic submittal documents smaller than 10MB to an e-mail address as directed by the Contracting Officer. Provide electronic documents over 10 MB on an optical disc or through an electronic file sharing system as designated by the Contracting Officer.

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of SD-04 Samples

a. Submit 1 sample, or 1 set of samples showing the range of variation, of each required item.

b. Submit one sample panel or provide one sample installation where directed. Include components listed in the technical section or as directed.

SECTION 01 33 00 Page 9

c. Submit one sample installation, where directed.

d. Submit one sample of nonsolid materials.

1.7 INFORMATION ONLY SUBMITTALS

Submittals without a "G" designation must be certified by the QC manager and submitted to the Contracting Officer for information-only. Approval of the Contracting Officer is not required on information only submittals. The Contracting Officer will mark "receipt acknowledged" on submittals for information and will return only the transmittal cover sheet to the Contractor. Normally, submittals for information only will not be returned. However, the Government reserves the right to return unsatisfactory submittals and 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.

1.8 PROJECT SUBMITTAL REGISTER

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

1.8.1 Submittal Management

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

(i) as approved. As an attachment, provide a submittal register showing items of equipment and materials for which submittals are required by the specifications. This list may not be all-inclusive and additional submittals may be required.

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

Column (d): Lists each submittal description (SD Number. and type, e.g., SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in each 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 the project requirements.

Column (f): Lists the approving authority for each submittal.

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

SECTION 01 33 00 Page 10

1.8.2 Preconstruction Use of Submittal Register

Submit the submittal register. Include the QC plan and the project schedule. Verify that all submittals required for the 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 the approving authority to receive submittals.

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

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

1.8.3 Contractor Use of Submittal Register

Update the following fields with each submittal throughout the contract.

Column (b) Transmittal Number: List of consecutive, Contractor-assigned numbers.

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

Column (l) Date submittal transmitted.

Column (q) Date approval was received.

1.8.4 Approving Authority Use of Submittal Register

Update the following fields:

Column (b) Transmittal Number: List of consecutive, Contractor-assigned numbers.

Column (l) Date submittal was received.

Column (m) through (p) Dates of review actions.

Column (q) Date of return to Contractor.

1.8.5 Action Codes

1.8.5.1 Government Review Action Codes

"A" - "Approved as submitted"

"AN" - "Approved as noted"

"RR" - "Disapproved as submitted"; "Completed"

"NR" - "Not Reviewed"

"RA" - "Receipt Acknowledged"

SECTION 01 33 00 Page 11

1.8.6 Delivery of Copies

Submit an updated electronic copy of the submittal register to the Contracting Officer with each invoice request. Provide an updated Submittal Register monthly regardless of whether an invoice is submitted.

1.9 VARIATIONS

Variations from contract requirements require Contracting Officer approval pursuant to contract Clause FAR 52.236-21 Specifications and Drawings for Construction, and will be considered where advantageous to the Government.

1.9.1 Considering Variations

Discussion of variations with the Contracting Officer before submission will help ensure that functional and quality requirements are met and minimize rejections and resubmittals. For variations that include design changes or some material or product substitutions, the Government may require an evaluation and analysis by a licensed professional engineer hired by the contractor.

Specifically point out variations from contract requirements in a transmittal letter. Failure to point out variations may cause the Government to require rejection and removal of such work at no additional cost to the Government.

1.10 SCHEDULING

Schedule and submit concurrently product data and shop drawings covering component items forming a system or items that are interrelated. Submit pertinent certifications 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. The Contractor is responsible for additional time required for Government reviews resulting from required resubmittals. The review period for each resubmittal is the same as for the initial submittal.

b. Submittals required by the contract documents are listed on the submittal register. If a submittal is listed in the submittal register 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 that have been omitted from the register or marked "N/A."

c. Resubmit the submittal register and annotate it monthly with actual submission and approval dates. When all items on the register have been fully approved, no further resubmittal is required.

USDA review will require a minimum of 14 days after the date of submission.

1.11 GOVERNMENT APPROVING AUTHORITY

When the approving authority is the Contracting Officer, the Government

SECTION 01 33 00 Page 12 will:

a. Note the date on which the submittal was received.

b. Review submittals for approval within the 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 comments and markings appropriate for the action indicated.

Upon completion of review of submittals requiring Government approval, stamp and date submittals.

1.11.1 Review Notations

Submittals will be returned to the Contractor with the following notations:

a. Submittals marked "approved" or "accepted" authorize proceeding with the work covered.

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

c. Submittals marked "not approved," "disapproved," or "revise and resubmit" indicate incomplete submittal or noncompliance with the contract requirements or design concept. Resubmit with appropriate changes. Do not proceed with work for this item until the resubmittal is approved.

d. Submittals marked "not reviewed" indicate that the 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.

e. Submittals marked "receipt acknowledged" indicate that submittals have been received by the Government. This applies only to "information-only submittals" as previously defined.

1.12 DISAPPROVED 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, give notice to the Contracting Officer as required under the FAR clause titled CHANGES. The Contractor is responsible for the dimensions and design of connection details and the construction of work. Failure to point out variations may cause the Government to require rejection and removal of such work at the Contractor's expense.

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

SECTION 01 33 00 Page 13

1.13 APPROVED SUBMITTALS

The Contracting Officer's approval 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.

Approval or acceptance by the Government for a submittal does not relieve the Contractor of the responsibility for meeting the contract requirements or for any error that may exist, because under the Quality Control (QC) requirements of this contract, the Contractor is responsible for ensuring information contained with in each submittal accurately conforms with the requirements of the contract documents.

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.

1.14 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, provide assurance 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 that may be damaged in testing, will be returned to the Contractor, at its expense, upon completion of the contract. Unapproved samples 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 as that material. The Government reserves the right to disapprove any material or equipment that has previously 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. Replace such materials or equipment to meet contract requirements.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 33 00 Page 14

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

Line

Acti vity

Transm ittal #

Specification

Section

SD

# Submittal Description Item Submitted Paragraph #

Classification:

GOVT or A/E

Reviewer Submit

Approval

Needed

By

Material

Needed

By

Action

Code

Date Of

Action

Date FWD to

APPR / Auth

Date RCD From

CONTR

Date FWD To

Other Revwr

Date RCD

From Other

Reviewer

Action

Code

Date Of

Action

Mailed To

CONTR/ Date

RCD From

APPR

Authority Remarks

1 01 33 00 1 Preconstruction Submittals Submittal Register 1.8 G

2 01 45 35 1 Preconstruction Submittals Written NDT Practices 3.1.2

3 01 45 35 6 Test Reports Daily Reports 3.1.2

4 01 45 35 6 Test Reports Biweekly Reports 3.1.1

5 01 45 35 7 Certificates AISC Certified Steel Fabricator 2.1

6 01 45 35 7 Certificates Special Inspector 1.5 G

7 01 45 35 7 Certificates Qualification Records 3.1.2

8 01 45 35 11 Closeout Submittals Interim Report 3.1.2 G

9 01 45 35 11 Closeout Submittals Comprehensive Final Report 3.1.2 G

10 01 78 23 10 Operation and Maintenance Data O&M Database 1.4 G

11 03 30 00 1 Preconstruction Submittals Quality Control Plan 1.6.5 G

12 03 30 00 1 Preconstruction Submittals Quality Control Personnel Certifications 1.6.6 G

13 03 30 00 1 Preconstruction Submittals Laboratory Accreditation 1.6.8 G

14 03 30 00 1 Preconstruction Submittals Maturity Method Data 3.3.8

15 03 30 00 2 Shop Drawings Reinforcing Steel 1.6.2.1 G

16 03 30 00 3 Product Data Joint Sealants 2.4.4

17 03 30 00 3 Product Data Joint Filler 2.4.3

18 03 30 00 3 Product Data Formwork Materials 2.1

19 03 30 00 3 Product Data Cementitious Materials 2.3.1

20 03 30 00 3 Product Data Concrete Curing Materials 2.4.1

21 03 30 00 3 Product Data Reinforcement 2.6

22 03 30 00 3 Product Data Admixtures 2.3.4

23 03 30 00 3 Product Data Local/Regional Materials 1.8.1

24 03 30 00 3 Product Data Biodegradable Form Release Agent 2.2.2

25 03 30 00 3 Product Data Pumping Concrete 1.6.3.1

26 03 30 00 3 Product Data Nonshrink Grout 2.4.2

27 03 30 00 5 Design Data Concrete Mix Design 1.6.1.1 G

28 03 30 00 6 Test Reports Concrete Mix Design 1.6.1.1 G

29 03 30 00 6 Test Reports Fly Ash 1.6.4.1

30 03 30 00 6 Test Reports Pozzolan 1.6.4.1

31 03 30 00 6 Test Reports Slag Cement 1.6.4.2

32 03 30 00 6 Test Reports Aggregates 1.6.4.3

33 03 30 00 6 Test Reports Compressive Strength Tests 3.12.3.3 G

34 03 30 00 6 Test Reports Unit Weight of Structural Concrete 3.12.3.5

35 03 30 00 6 Test Reports Air Content 3.12.3.4

36 03 30 00 6 Test Reports Slump Tests 3.12.3.1

37 03 30 00 6 Test Reports Water 2.3.2

38 03 30 00 7 Certificates Reinforcing Bars 2.6.1

39 03 30 00 7 Certificates Forest Stewardship Council (FSC)

Certification 1.8.2

40 03 30 00 7 Certificates Field Testing Technician and Testing

Agency 1.6.6.2

41 03 30 00 8 Manufacturer's Instructions Joint Sealants 2.4.4

TITLE: College of Charleston

SUBMITTAL REGISTER

JOB NAME: 9355

LOCATION: Charleston, SC

CONTRACT NO:

CONTRACTOR:

(d)

CONTRACTOR

ACTION

CONTRACTOR SCHEDULE

DATES

APPROVING AUTHORITY

42 03 30 00 8 Manufacturer's Instructions Curing Compound 2.4.1

43 13 34 00 2 Shop Drawings Modular and Site Built Components 1.6.1

44 13 34 00 3 Product Data Manufacturer's Data Sheets 1.6.2

45 13 34 00 7 Certificates Manufacturer's Certificate 1.6.3

46 13 34 00 11 Closeout Submittals Warranty 1.6.4 G

47 13 34 19 1 Preconstruction Submittals Manufacturer's Qualifications 1.6.3 G

48 13 34 19 2 Shop Drawings Detail Drawings 1.6.1 G

49 13 34 19 2 Shop Drawings Erection Plan 1.2.5 G

50 13 34 19 3 Product Data Manufacturer's Catalog Data 1.6.1 G

51 13 34 19 3 Product Data Recycled Content for Structural Steel

Shapes and Plates

2.1.1 S

52 13 34 19 3 Product Data Recycled Content for Steel Pipe 2.1.2 S

53 13 34 19 3 Product Data Recycled Content for Steel Sheet

Materials

2.4.1 S

54 13 34 19 4 Samples Coil Stock 2.1.6 G

55 13 34 19 4 Samples Roof Panels 1.6.1 G

56 13 34 19 4 Samples Fasteners 2.5.2 G

57 13 34 19 4 Samples Metal Closure Strips 2.7.1 G

58 13 34 19 4 Samples Manufacturer's Color Charts and Chips 2.4.2 G

59 13 34 19 5 Design Data Manufacturer's Descriptive and Technical

Literature

1.6.1 G

60 13 34 19 5 Design Data Manufacturer's Building Design Analysis 1.6.1 G

61 13 34 19 5 Design Data Lateral Force Calculations 1.6.1 G

62 13 34 19 6 Test Reports Test Reports 1.6.1 G

63 13 34 19 6 Test Reports Coatings and Base Metals 1.6.1 G

64 13 34 19 6 Test Reports Factory Color Finish Performance

Requirements

1.6.1 G

65 13 34 19 7 Certificates System Components 1.6.1 G

66 13 34 19 7 Certificates Coil Stock Certificates 1.6.1 G

67 13 34 19 7 Certificates Aluminized Steel Repair Paint 1.6.1 G

68 13 34 19 7 Certificates Galvanizing Repair Paint 1.6.1 G

69 13 34 19 7 Certificates Enamel Repair Paint 1.6.1 G

70 13 34 19 7 Certificates Qualification of Manufacturer 1.6.1 G

71 13 34 19 7 Certificates Qualification of Erector 1.6.1 G

72 13 34 19 8 Manufacturer's Instructions Installation of Roof panels 1.6.2 G

73 13 34 19 8 Manufacturer's Instructions Shipping, Handling, and Storage 1.7 G

74 13 34 19 11 Closeout Submittals Manufacturer's Warranty 3.10.1 G

75 13 34 19 11 Closeout Submittals Contractor's Warranty for Installation 3.10.2 G

76 23 34 39 3 Product Data High-Volume, Low-Speed Fans 1.5

77 23 34 39 3 Product Data High-Volume, Low-Speed Fans 2.2

78 23 34 39 10 Operation and Maintenance Data Operation and Maintenance Manuals 1.5

79 23 34 39 11 Closeout Submittals Warranty 1.5 G

80 26 08 00 6 Test Reports Acceptance tests and inspections 3.1

81 26 08 00 7 Certificates Acceptance test and inspections procedure 1.4.2

82 26 20 00 2 Shop Drawings Electrical Pedestal 2.1

83 26 20 00 3 Product Data Electrical Pedestal 2.1

84 26 20 00 3 Product Data Receptacles 2.9

85 26 20 00 3 Product Data Switches 2.8 G

86 26 20 00 6 Test Reports 600-volt Wiring Test 3.5.2

87 26 20 00 6 Test Reports Grounding System Test 3.5.4

88 26 20 00 6 Test Reports Ground-fault Receptacle Test 3.5.3

89 26 20 00 10 Operation and Maintenance Data Electrical Systems 1.5.1

90 26 56 00 2 Shop Drawings Pole Drawings 1.5.1.1

91 26 56 00 3 Product Data Luminaires 2.2

92 26 56 00 3 Product Data Light Sources 2.3

93 26 56 00 3 Product Data LED Drivers 2.4

94 26 56 00 3 Product Data Luminaire Warranty 1.7.1

95 26 56 00 3 Product Data Pole Warranty 1.7.2

96 26 56 00 3 Product Data Poles 2.5

97 26 56 00 3 Product Data Brackets 2.5.3

98 26 56 00 5 Design Data Luminaire Design Data 1.5.2

99 26 56 00 8 Manufacturer's Instructions Poles 2.5

100 26 56 00 10 Operation and Maintenance Data Lighting System 1.8.1

101 32 92 19 3 Product Data Wood Cellulose Fiber Mulch 2.5.2

102 32 92 19 3 Product Data Fertilizer 2.4

103 32 92 19 6 Test Reports Topsoil Composition Tests 2.2.3

104 32 92 19 7 Certificates Seed 2.1

105 32 92 19 8 Manufacturer's Instructions Erosion Control Materials 2.7

106 33 11 00 1 Preconstruction Submittals Connections 3.1.1 G

107 33 11 00 3 Product Data Pipe, Fittings, Joints and Couplings 2.1.1 G

108 33 11 00 3 Product Data Corporation Stops 2.2.3.1 G

109 33 11 00 3 Product Data Backflow Preventer 1.4.2.1.1 G

110 33 11 00 3 Product Data Disinfection Procedures 3.2.4 G

111 33 11 00 6 Test Reports Backflow Preventer Tests 3.3.1.4 G

112 33 11 00 6 Test Reports Bacteriological Samples 3.3.1.3 G

113 33 11 00 6 Test Reports Leakage Test 3.3.1.2

114 33 11 00 6 Test Reports Hydrostatic Test 3.3.1.1

115 33 11 00 7 Certificates Pipe, Fittings, Joints and Couplings 2.1.1

116 33 11 00 7 Certificates Backflow Prevention Training Certificate 1.4.2.1.1.2

117 33 11 00 7 Certificates Backflow Tester 1.4.2.1.1.1

118 33 11 00 7 Certificates Displacement Type Meters 2.1.2.1

119 33 11 00 7 Certificates Backflow Certificate 2.1.3

120 33 11 00 8 Manufacturer's Instructions PVC Piping For Service Lines 2.1.1.1.1

107 33 30 00 1 Preconstruction Submittals Contractor's License 1.3.1

108 33 30 00 2 Shop Drawings Installation Drawings 3.1.1

109 33 30 00 3 Product Data Frames, Covers, and Gratings 2.2.7

110 33 30 00 3 Product Data Gravity Pipe 2.2.1

111 33 30 00 3 Product Data Pressure Pipe 2.2.2

112 33 30 00 3 Product Data Precast Concrete Septic Tanks 2.2.3

113 33 30 00 6 Test Reports Low-Pressure Air Tests

114 33 30 00 6 Test Reports Tests for Pressure Lines 3.3.1.1

115 33 30 00 6 Test Reports Deflection Testing

116 33 30 00 7 Certificates Portland Cement

117 33 30 00 7 Certificates Gaskets

118 33 30 00 7 Certificates Pre-Installation Inspection Request 3.3.3.1

119 33 30 00 7 Certificates Post-Installation Inspection 3.3.3.2

120 33 31 23.00 10 6 Test Reports Disposal of Wastewater

121 33 31 23.00 10 6 Test Reports Final Test Report 3.2

122 33 32 16 2 Shop Drawings Fabrication Drawings 2.1

123 33 32 16 2 Shop Drawings Erection/Installation Drawings 2.1

124 33 32 16 3 Product Data Submersible Sewage Pumps 2.2

125 33 32 16 3 Product Data Pump Performance Curve 2.3

126 33 32 16 3 Product Data Pump Motor 2.3

127 33 32 16 3 Product Data Pump Control System 2.4

128 33 32 16 3 Product Data Septic and Pump Tanks 2.5

129 33 32 16 3 Product Data Flexible Flanged Coupling 2.6.4

130 33 32 16 3 Product Data Station Piping and Fittings 2.6

131 33 32 16 3 Product Data Valves 2.7

132 33 32 16 3 Product Data Spare Parts Data 3.3.1

133 33 32 16 3 Product Data Access Hatch Covers 2.5.2

134 33 32 16 6 Test Reports Pump Test 3.2.1

135 33 32 16 6 Test Reports Pressure Sensor Test

136 33 32 16 6 Test Reports Float Test 3.2.1

137 33 32 16 7 Certificates Submersible Sewage Pumps 2.2

138 33 32 16 7 Certificates Recycled Material Content

139 33 32 16 7 Certificates Manhole Chamber

140 33 32 16 7 Certificates Access Hatch Covers 2.5.2

141 33 32 16 7 Certificates Gate Valves 2.7.1

142 33 32 16 7 Certificates Check Valves 2.7.2

143 33 32 16 7 Certificates Pump Motor 2.3

144 33 32 16 8 Manufacturer’s Instructions Manhole Chamber

145 33 32 16 8 Manufacturer’s Instructions Access Hatch Covers 2.5.2

146 33 32 16 8 Manufacturer’s Instructions Pump Control System 2.4

147 33 32 16 8 Manufacturer’s Instructions Gate Valves 2.7.1

148 33 32 16 8 Manufacturer’s Instructions Check Valves 2.7.2

149 33 32 16 8 Manufacturer’s Instructions Pump Motor 2.3

150 33 32 16 8 Manufacturer’s Instructions Special Tools 3.3.1

151 33 32 16 8 Manufacturer’s Instructions Posted Instructions 3.3.1

152 33 32 16 10 Operation and Maintenance Data Operation and Maintenance Manuals 3.3.1

153 33 32 16 11 Closeout Submittals Warranty 1.5

121 33 71 02 3 Product Data Handhole Frames and Covers 2.9.1

122 33 71 02 3 Product Data Composite/Fiberglass Handholes 2.9.2

123 33 71 02 6 Test Reports Field Acceptance Checks and Tests 3.13.1

124 33 71 02 7 Certificates Cable Installer Qualifications 1.5.1

1/18/2022 15:35

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

02/19

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.

AIR MOVEMENT AND CONTROL ASSOCIATION INTERNATIONAL, INC. (AMCA)

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

AMERICAN CONCRETE INSTITUTE (ACI)

38800 Country Club Drive Farmington Hills, MI 48331-3439 Ph: 248-848-3700 Fax: 248-848-3701 Internet: https://www.concrete.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/

SECTION 01 42 00 Page 1

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

130 East Randolph, Suite 2000 Chicago, IL 60601 Ph: 312-670-5444 Fax: 312-670-5403 Steel Solutions Center: 866-275-2472 E-mail: solutions@aisc.org Internet: https://www.aisc.org/

AMERICAN IRON AND STEEL INSTITUTE (AISI)

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

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

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

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

1791 Tullie Circle, NE Atlanta, GA 30329 Ph: 404-636-8400 or 800-527-4723 Fax: 404-321-5478 E-mail: ashrae@ashrae.org Internet: https://www.ashrae.org/

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

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

AMERICAN WATER WORKS ASSOCIATION (AWWA)

6666 W. Quincy Avenue Denver, CO 80235 USA Ph: 303-794-7711 or 800-926-7337 Fax: 303-347-0804 Internet: https://www.awwa.org/

AMERICAN WELDING SOCIETY (AWS)

8669 NW 36 Street, #130 Miami, FL 33166-6672 Ph: 800-443-9353 Internet: https://www.aws.org/

ASTM INTERNATIONAL (ASTM)

100 Barr Harbor Drive, P.O. Box C700 West Conshohocken, PA 19428-2959 Ph: 610-832-9500 Fax: 610-832-9555 E-mail: service@astm.org Internet: https://www.astm.org/

SECTION 01 42 00 Page 2

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/

CSA GROUP (CSA)

178 Rexdale Blvd.

Toronto, ON, Canada M9W 1R3 Ph: 416-747-4044 Fax: 416-747-2510 E-mail: member@csagroup.org Internet: https://www.csagroup.org/

EUROPEAN UNION (EU)

European Commission Rue de la Loi 200 1000 Bruxelle Belgium Ph: +32 2 299 96 96 Internet: https://ec.europa.eu/info/index_en

FOREST STEWARDSHIP COUNCIL (FSC)

708 First Street North, Suite 235 Minneapolis, MN 55401 Ph: 612-353-4511 E-mail: info@us.fcs.org Internet: https://us.fsc.org/

FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH

(FCCCHR)

USC Foundation Office Research Annex 219 Los Angeles, CA 90089-7700 Ph: 866-545-6340 Fax: 213-740-8399 E-mail: fccchr@usc.edu Internet: https://fccchr.usc.edu/

ILLUMINATING ENGINEERING SOCIETY (IES)

120 Wall Street, Floor 17 New York, NY 10005-4001 Ph: 212-248-5000 Fax: 212-248-5018 E-mail: membership@ies.org Internet: https://www.ies.org/

INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE)

445 and 501 Hoes Lane Piscataway, NJ 08854-4141 Ph: 732-981-0060 or 800-701-4333 Fax: 732-981-9667 E-mail: onlinesupport@ieee.org Internet: https://www.ieee.org/

INTERNATIONAL CODE COUNCIL (ICC)

500 New Jersey Avenue, NW

SECTION 01 42 00 Page 3

6th Floor, Washington, DC 20001 Ph: 800-786-4452…