W912EP-16-R-0016-0001.pdf

456026

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

RENOVATION/EXPANSION OF ADMINISTRATION BUILDING FOR THE DEPARTMENT OF VETERANS AFFAIRS, NATIONAL CEMETERY

ADMINISTRATION, FLORIDA NATIONAL CEMETERY, SUMTER COUNTY, BUSHNELL, FL

A. See Continuation Sheet for Amendment details.

B. The bid due date is extended from 7 June 2016 at 2:00 p.m. EST to 9 June 2016 at 3:00 p.m. EST.

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 03-Jun-2016

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912EP-16-R-0016

X 9B. DATED (SEE ITEM 11)

20-Apr-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

03-Jun-2016

CODE

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

W912EP 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

Summary of Changes:

CHANGES TO THE SPECIFICATIONS: The following are changes to the specifications.

Specifications have been adequately marked to indicate that they have been changed.

BID SCHEDULE - Delete Bid Schedule and insert the attached, amended Bid Schedule

SECTION 01 00 00 – Delete Page 14 of Section 01 00 00 and insert the attached, amended Page 14 of Section 01 00 00.

SECTION 01 33 00 – Delete Section 01 33 00 and insert the attached, amended Section 01 33 00.

SECTION 01 33 00 – Delete Section 01 33 00 Submittal Register and insert the attached, amended Section 01 33 00 Submittal Register.

SECTION 01 55 26 – Delete Page 6 of Section 01 55 26 and insert the attached, amended Page 6 of Section 01 55 26.

SECTION 28 31 00 – Delete Section 28 31 00 and insert the attached, amended Section 28 31 00.

CHANGES TO THE DRAWINGS: The following are changes to the drawings.

Delete Drawing A-6.1 and insert the attached, amended Drawing A-6.1.

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

BASE BID

CONSTRUCTION

0001 Site/Civil 1.0 JOB $_______________

0002 Architectural & Structural 1.0 JOB $_______________

0003 Mechanical & Plumbing 1.0 JOB $_______________

Electrical, Communications, Security, Fire Detection & Alarm 1.0 JOB $_______________

0005 Transformer Replacement 1.0 JOB $5,000.00

TOTAL BID (LINE ITEMS 0001 THROUGH 0005) $_______________

NOTES: (1) OFFER MUST PRICE ALL LINE ITEMS. SEE SECTION 00100 INSTRUCTIONS

CONDITIONS AND NOTICES TO OFFERORS.

(2) SEE FAR CLAUSE 52.215-4011 OFFERORS CHECKLIST OF SECTION 00100.

(3) THE AMOUNT ENTERED IN CLIN 0005 IS FOR CONTRACTOR OFFER PURPOSES ONLY. ACTUAL

PAYMENT WILL BE FOR THE AMOUNT SHOWN ON PAID INVOICE FROM UTILITY COMPANY

PROVIDED TO THE CONTRACTING OFFICER.

FLORIDA NATIONAL CEMETERY, SUMTER COUNTY, BUSHNELL, FL

DEPARTMENT OF VETERANS AFFAIRS, RENOVATE/EXPAND AMINISTRATION BUILDING

W912EP-16-R-0016 00010A-1

Florida National Cemetery W912EP-16-R-0016 Renovate/Expand Administration Building

SECTION 01 00 00 PAGE 14

established shall be checked and certified by a registered land surveyor or registered civil engineer. Furnish such certification to the Contracting Officer before any work (such as footings, floor slabs, columns, walls, utilities and other major controlling features) is placed.

D. During progress of work, and particularly as work progresses from floor to floor, the Contractor shall have line grades and plumbness of all major form work checked and certified by a registered land surveyor or registered civil engineer as meeting requirements of contract drawings. Furnish such certification to the Contracting

Officer before any major items of concrete work are placed. In addition, the Contractor shall also furnish to the Contracting

Officer certificates from a registered land surveyor or registered civil engineer that the following work is complete in every respect as required by contract drawings.

1. Lines of each building and/or addition.

2. Elevations of bottoms of footings and tops of floors of each building and/or addition.

3. Lines and elevations of sewers and of all outside distribution systems.

4. Lines of elevations of all swales.

5. Lines and elevations of roads, streets and parking lots.

6. Northing/Easting coordinate locations of all water, sanitary, storm, gas and irrigation structures, directional fittings, control wire and lines.

E. Upon completion of the work, the Contractor shall furnish the Contracting Officer with reproducible drawings, in AutoCAD form, at the scale of the contract drawings, showing the finished grade on the grid developed for constructing the work, including burial monuments and fifty foot stationing along new road centerlines. These drawings shall bear the seal of the registered land surveyor or registered civil engineer.

F. The Contractor shall perform the surveying and layout work of this and other articles and specifications in accordance with the provisions of Article "Professional Surveying Services".

1.15 AS-BUILT DRAWINGS

A. The Contractor shall maintain two full size sets of as-built drawings which will be kept current during construction of the project, which will include all contract changes, modifications and pwest Cross-Out pwest Cross-Out pwest Polygon pwest Typewritten Text pwest Typewritten Text Amendment 0001 pwest Typewritten Text pwest Typewritten Text pwest Typewritten Text pwest Typewritten Text pwest Typewritten Text pwest Polygon pwest Polygon

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 DEFINITIONS

1.2.1 Submittal

1.2.2 Transmittal

1.2.3 Submittal Descriptions (SD)

1.2.4 Approving Authority

1.2.5 Work

1.2.6 Contractor Reviewer

1.2.7 Primary Reviewer

1.2.8 Secondary Reviewer

1.2.9 Reviewer Codes

1.2.10 Review and Action Codes

1.2.11 Review Comments to Contractor

1.3 SUBMITTALS

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved

1.4.2 Information Only

1.5 APPROVED SUBMITTALS

1.6 DISAPPROVED SUBMITTALS

1.7 WITHHOLDING OF PAYMENT

1.8 GENERAL

1.9 SUBMITTAL REGISTER

1.10 SCHEDULING

1.10.1 Avoiding Delays

1.11 TRANSMITTAL FORM (ENG FORM 4025)

1.11.1 Approving Authority Review Codes

1.12 SUBMITTAL PROCEDURES

1.12.1 Reviewing, Certifying, Approving Authority

1.12.2 Procedures

1.12.3 Number of Copies or Samples

1.12.4 Identifying Submittal Items and Transmittals

1.12.5 Submittal Format

1.12.5.1 Format for Shop Drawings

1.12.5.2 Format for Construction Drawings

1.12.5.3 Format for Computer Aided Design (CAD) Drawings

1.12.5.4 Administrative Submittal Items Format

1.12.6 Deviations

1.12.7 Considering Variations

1.12.8 Proposing Variations

1.12.9 Warranty Variations

1.12.10 Electronic Correspondence

1.13 CONTROL OF SUBMITTALS

1.14 GOVERNMENT APPROVED SUBMITTALS

1.15 INFORMATION ONLY SUBMITTALS

SECTION 01 33 00 Page 1 Amendment 0001

1.16 REQUEST FOR INFORMATION (RFI)

1.17 SUBMITTAL REGISTER

1.18 STAMPS

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

This section describes submittal procedures in Jacksonville District contracts using Quality Control System submittal procedures in accordance with Section 01 45 04 CONTRACTOR QUALITY CONTROL. It covers submittal item identification, number of copies, review periods, quality control review, QC/QA reviewer coding, and transmittal tracking procedures using Quality Control System (QCS)/Resident Management System (RMS) shared data base.

Contractor shall use QCS software to identify, track and transmit submittal items.

1.2 DEFINITIONS

1.2.1 Submittal

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

1.2.2 Transmittal

This is a routine contract correspondence action using a transmittal form (ENG Form 4025) to send submittal items to the Government. The QCS "Transmittal Log" module uses data base entry to create a hard copy of ENG Form 4025.

1.2.3 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by SD numbers and titles as follows.

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction (work) 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.

Preconstruction submittals shall be submitted no later than 20 calendar days after award or 5 calendar days after Notice to Proceed, whichever is later.

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

SECTION 01 33 00 Page 3 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 or equipment for some portion of the work.

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

SD-04 Samples

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 ensuing work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

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 accordance with specified requirements. (Testing must have been within three years of date of contract award for the project.)

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

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

Investigation reports.

Daily checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

SECTION 01 33 00 Page 4

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

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

Confined space entry permits.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative to confirm compliance with manufacturer's standards or instructions.

Factory test reports.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

SD-11 Closeout Submittals

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

1.2.4 Approving Authority

Office authorized to approve submittal.

1.2.5 Work

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

1.2.6 Contractor Reviewer

Contractor employee performing quality control review on submittal items.

1.2.7 Primary Reviewer

Initial Government reviewer is usually among construction field personnel who perform quality assurance review on submittal items.

SECTION 01 33 00 Page 5

1.2.8 Secondary Reviewer

Secondary Government reviewer is usually an in-house designer or Architect/Engineer (A/E) firm hired to perform "engineering during construction". This is a submittal reviewer for design critical "G" submittal items. Secondary Reviewers may also be specialized district staffs such as safety or environmental specialists, users, or operations and maintenance reviewers. Secondary Reviewers are advisors to Approving Authority.

1.2.9 Reviewer Codes

Two and three letter codes used to identify Government primary and secondary reviewer on submittal register are as follows:

PO -- Construction Project Office RO -- Construction Resident Office AO -- Construction Area Office DO -- Jacksonville District Office AE -- Architect Engineer Contractor providing engineering during construction

1.2.10 Review and Action Codes

Reviewer code letters A,B,C,E,F,G and X are used by Contractor QC Staff and Government Primary and Secondary Reviewers to indicate approval, acceptance or rejection of a submittal item.

1.2.11 Review Comments to Contractor

ENG Form 4025, Section III is generated in Resident Management System, and contains consolidated remarks for Primary and Secondary Reviewers. When RMS exports to QCS, "Review Comments to Contractor" will electronically update. A hard copy of ENG Form 4025, Part III is attached to a submittal item when returned.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. 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. Submit the following preconstruction submittal items no later than 20 calendar days after award or 5 calendar days after Notice to Proceed, whichever is later:

SD-01 Preconstruction Submittals

Export File; G, RO

As part of the initial project schedule, review and correct the "Submittal Register". Provide the corrected "Submittal Register" as part of first QCS export file to the Government.

1.4 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

SECTION 01 33 00 Page 6

1.4.1 Government Approved

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.

Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.4.2 Information Only

All submittals not requiring Government approval will be for information only. "Information Only" submittal items shall be reviewed, coded and approved by the Contractor. They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

1.5 APPROVED SUBMITTALS

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

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

1.6 DISAPPROVED SUBMITTALS

Make all corrections required by the Contracting Officer and promptly furnish a corrected submittal in the form and number of copies specified for the initial submittal. If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, a notice in accordance with the Contract Clause "Changes" shall be given promptly to the Contracting Officer.

1.7 WITHHOLDING OF PAYMENT

No payment for materials incorporated in the work will be made if required approvals have not been obtained until it is determined by the Contracting Officer that materials meet contract requirements.

1.8 GENERAL

The Contractor shall make submittals as required by the specifications using the QCS software "Transmittal Log". The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals shall be the same as those used in the contract drawings. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to transmittal, all items shall be checked and approval coded by the Contractor's Quality Control (CQC) System Manager, and each item shall be stamped, signed, and dated by the CQC System Manager indicating action taken. Proposed deviations from the contract requirements shall be clearly identified. Submittals shall include items such as: Contractor's, manufacturer's, or fabricator's drawings;

SECTION 01 33 00 Page 7 descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders;

samples; O&M manuals (including parts list); certifications; warranties;

and other such required submittals. Submittals requiring Government approval shall be scheduled and made prior to the acquisition of the material or equipment covered thereby. Samples remaining upon completion of the work shall be picked up and disposed of in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.9 SUBMITTAL REGISTER

At the end of this section is 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. The Submittal Register using QCS/RMS is a shared electronic database constantly updated by both Government and Contractor. The Government will provide initial RMS export file to populate the QCS submittal register in electronic format. This list may not be all inclusive, and additional submittals may be required. Examine contract drawings and specifications, verify QCS data, and add required submittal items. The Contractor's initial update to the submittal register shall be made prior to submission of the initial project schedule. The Contractor can print or e-mail QCS/RMS generated current Submittal Register ENG Form 4288, and Transmittal Log as QCS reports. Submittal and Transmittal status are updated with each RMS/QCS data file exchange.

1.10 SCHEDULING

Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently. QCS requires the Contractor to schedule and transmit submittal items from one Section together. Certifications to be submitted with drawings shall be scheduled. Schedule submittals with sufficient time to obtain a Government response prior to delivery of applicable equipment and materials, and commencement of applicable work. The Contractor assumes risk for applicable deliveries and work performed prior to receipt of a Government response to a submittal which requires no resubmission as indicated in the clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION of Section 00700 CONTRACT CLAUSES of Volume 1. Unless otherwise indicated in specific paragraphs governing each submittal, allow QC/QA review periods from date of receipt by Approval Authority in the schedule as follows:

Information Only - Contractor QC Review - 10 Calendar Days "G" - Government QA Review - 30 Calendar Days

The Government has the number of calendar days indicated above from the date a transmitted "G" submittal item is received to review, code and return comments. The Contractor shall resubmit disapproved submittal items (codes C, D, E, G or X) within 10 calendar days after return. No delay damages or time extensions will be allowed for time lost caused by late submittals.

1.10.1 Avoiding Delays

Notify the Contracting Officer immediately when procurement or construction delays due to submittal review are possible.

SECTION 01 33 00 Page 8

1.11 TRANSMITTAL FORM (ENG FORM 4025)

These forms are included in the QCS software. Use the QCS transmittal log to generate "ENG Form 4025 - Transmittal of Shop Drawings, Equipment Data, Material Samples, or Manufacturer's Certificates of Compliance" to transmit submittal items to the Government. EN Form 4025R has three sections as follows:

Section I - "Request for Approval of the Following Items" is initiated by the Contractor.

Section II - "Approval Action" combined with a review code in column "For CE Use Code" indicates submittal item acceptance or rejection by Approving Authority.

Section III - Government Review Remarks.

This form shall be properly completed using QCS software to fill out all the heading blank spaces and identify each item submitted. Special care shall be exercised to ensure proper listing of the specification paragraph or sheet number of the contract drawings pertinent to the data submitted for each item.

1.11.1 Approving Authority Review Codes

The Contractor shall use QCS to act as Approving Authority to code FIO submittals. The Government will use RMS to prepare reviewer comments and code "G" submittal items. These comments and coding will update QCS when the .RFX file update is imported by the Contractor from the QCS SFTP repository. The action codes are as follows ("Resubmit" in parentheses means the Contractor is required to resubmit):

A -- Approved as submitted (Complete) B -- Approved, except as noted on drawings (Complete) C -- Approved, except as noted on drawings (Resubmit) D -- Returned by correspondence (Complete) E -- Disapproved (See Attached and Resubmit) F -- Receipt Acknowledged (Completed) G -- Other (Specify Action in Detail; Resubmittal may be required) X -- Receipt Acknowledged, does not comply (Resubmit)

1.12 SUBMITTAL PROCEDURES

Submittals shall be made as follows:

1.12.1 Reviewing, Certifying, Approving Authority

The Contractor shall perform QC review of all submittal items, and certify for compliance or note submittal item is a variation. Approving authorities are as follows:

"G" - Government will approve "G" submittal items.

Information Only - Contractor shall approve "Information Only" submittal items.

The Government reserves the right to perform quality assurance on an "Information Only" submittal even after it has been approved by the Contractor's Approving Authority. See paragraph INFORMATION ONLY SUBMITTALS below.

SECTION 01 33 00 Page 9

1.12.2 Procedures

The Contractor shall furnish submittals required by contract and transmit them to the Contracting Officer using ENG Form 4025 as contract transmittal form. Transmit all submittals to the address provided by the Resident Engineer prior to the Preconstruction Conference. The address may also be provided by contacting the area office indicated in Page 2 of the Standard Form 1442.

1.12.3 Number of Copies or Samples

Transmit five (5) hard copies and one (1) soft copy of "G" submittal items and three (3) hard copies and one (1) soft copy of "Information Only" submittals to Contracting Officer. Each transmittal of a set of hard copy submittal items shall have a coded and signed hard copy of a QCS generated ENG Form 4025 attached. Soft copy submittal items shall be transmitted on CD-ROM in PDF format unless otherwise approved by the Contracting Officer.

Only one transmittal shall be transmitted per CD-ROM. The Contractor shall attach a signed copy of ENG Form 4025 on each CD-ROM disk case, mark the contract and transmittal numbers on each CD-ROM disk, and include a PDF of the signed ENG Form 4025 on each CD-ROM.

1.12.4 Identifying Submittal Items and Transmittals

QCS creates a unique number using section number and generated number (01 30 00-X) for each submittal item. Also, QCS creates a unique number for each transmittal using section number and a number assigned by the Contractor (01 33 00-XXXXX). The Contractor assigned numbers are not consecutive and may be an activity number from the procurement schedule.

Attach a QCS generated ENG Form 4025 to each set and copy of submittal items. Identify each sample submittal item with project title, contract number, section/submittal item number, name, address and phone number of Contractor's point of contact.

1.12.5 Submittal Format

1.12.5.1 Format for Shop Drawings

Paper copies of shop drawings shall be ARCH standard sizes A, B, C, D, E1 or E. Each drawing shall have a right side margin information block similar to contract drawings with project title, contract number, contractor/supplier names, section/submittal item number, drawing title, number and date, revision date, and approval box. Units shall be the same as those in contract drawings. Dimensions shall be to the scale shown or noted as "Not to Scale" (NTS).

1.12.5.2 Format for Construction Drawings

Construction drawings are large sized shop drawings for complex structures and systems, layout of site temporary construction (dewatering), mapping access, and land use descriptions. When required, prepare construction drawings on ARCH standard size E1 (30"x42") as directed by the Contracting Officer. The layout of construction drawings shall be as indicated in subparagraph "Format for Shop Drawings" above.

1.12.5.3 Format for Computer Aided Design (CAD) Drawings

CAD drawings may be transmitted on CD-ROM if approved by the Contracting

SECTION 01 33 00 Page 10

Officer. The Contractor shall transmit the same number of CD-ROM disks as the number of hard copies required. Attach a copy of ENG Form 4025 on each CD-ROM disk case, and mark the contract and transmittal numbers on each CD-ROM disk. One paper copy of drawings shall be included with each set of CD-ROM disks transmitted.

1.12.5.4 Administrative Submittal Items Format

When an administrative submittal becomes part of the contract or project record, use 8.5"x11" pages for text and 11"x17" sheets for drawings. Use a table of contents with tabs for large submittal items. Use loose leaf binder or binder fastener to allow for disassembly, and addition of documents.

1.12.6 Deviations

Deviations are also known as "variations" from the contract requirements.

Variations require Government approval, and will be considered when beneficial to the Government. An "Information Only" submittal item becomes a "G" submittal item requiring Government review and approval when a variation is proposed. When QCS variation block is checked, explain why the variation should be accepted in place of the specified item in "Remarks to Government". The "Remarks to Government" will populate the ENG Form 4025R "REMARKS" block. The variation will become a modification to contract requirements if it is approved by the Contracting Officer.

Approved variations may require adjustments to contract price for increased (basic change document) or decreased (Government's credit) costs, and construction time. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

1.12.7 Considering Variations

Discuss proposed variations with the Contracting Officer prior to submission. Ensure function and quality requirements are met. Submit proposed variation as a Value Engineering Change Proposal (VECP) if it is likely to result in lower cost. See the clause VALUE ENGINEERING - CONSTRUCTION of Section 00700 CONTRACT CLAUSES of Volume 1.

1.12.8 Proposing Variations

Use QCS Transmittal Log to identify submittal items as variations. In "Remarks to Government", describe what the proposed variation is, how it differs from the contract, and why it is desirable and beneficial to the Government. Include estimate of cost savings if lower cost is a benefit.

1.12.9 Warranty Variations

Use the QCS transmittal log "Remarks to Government" to warrant that the variation submitted for approval will be compatible with other work if incorporated.

1.12.10 Electronic Correspondence

All correspondence and contract related documents shall be submitted in searchable Adobe Portable File format (PDF) with the only exceptions being those stated at the end of this paragraph. Any documents that require signature shall be submitted in PDF format with signature. Minimum scan quality shall be 150 dpi. The Contracting Officer will discuss electronic correspondence procedures at Preconstruction and Coordination Meetings.

SECTION 01 33 00 Page 11

These procedures may include sending files by e-mail, submitting on electronic media such as compact disks, through the SAD Repliweb internet site, or other methods approved by the Contracting Officer. The Contractor shall be responsible for the cost of the electronic media. Examples of correspondence and contract related documents that must be submitted in PDF format include, but are not limited to, Contractor serial letters, notifications to Contracting Officer, requests for equitable adjustment, change requests, claims, Contract Modifications (SF 30), QC Reports, RFIs, pay requests, meeting minutes, insurance certificates, schedules, shop drawings, submittals and ENG 4025 transmittal forms and supporting data.

QC Reports will include all required attachments including QC Test Reports. Both a hard copy and a PDF file of the signed QC Report including required attachments shall be submitted daily. In addition, one month after the end of each month all QC Reports for the month shall be combined into one PDF and submitted. Submit copies of correspondence to other businesses, entities, or agencies such as "Notices to Mariners", permit required reports, and other contract related documents in PDF format.

Include signatures if applicable for final versions of scanned contracts.

All correspondence and contract related documents shall also be submitted in hard copy form, in the quantities and with the requirements listed in these documents, unless the Contractor obtains a waiver from the Contracting Officer. E-mail correspondence and payroll documentation do not have to be provided in PDF format.

1.13 CONTROL OF SUBMITTALS

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

1.14 GOVERNMENT APPROVED SUBMITTALS

Upon completion of review of submittals requiring Government approval, the submittals will be identified as having received approval by being so stamped and dated. Three (3) copies of the submittal will be retained by the Contracting Officer and two (2) copies of the submittal will be returned to the Contractor.

1.15 INFORMATION ONLY SUBMITTALS

Normally submittals for information only are approved by the Contractor's approving authority. The Government will notify the Contractor if the submittal has received an "F" action code, and the submittal will not be returned. Approval of the Contracting Officer is not required on information only submittals. Submittal items found not to comply with contract requirements will be given an "X" action code, returned to the Contractor, and shall require resubmittal by the Contractor as a "G" submittal item. 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.

SECTION 01 33 00 Page 12

1.16 REQUEST FOR INFORMATION (RFI)

Requests for Information are not submittal items. They are time sensitive Quality Control related correspondence. See Section 01 45 04 CONTRACTOR

QUALITY CONTROL.

1.17 SUBMITTAL REGISTER

The Submittal Register is appended after the end of this section.

1.18 STAMPS

Stamps used by the Contractor on the submittal data to certify that the submittal meets contract requirements shall be similar to the following (see next page):

SECTION 01 33 00 Page 13

| CONTRACTOR |

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

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 33 00 Page 14

TITLE

JOB NAME

LOCATION

CONTRACT #

CONTRACTOR

Line Activi ty# Transmittal # Specificatio n Section SD# SD Description Item Submitted Paragraph

Classifica tion:

GOVT or A/E

Review Submit Approval needed by Material need by

Action Code

Date of Action

Date FWD to APPR/Auth-

Date Received by

CONTR

Date FWD to other reviewer

Date Received from other

Reviewer Action Code

Date of Action

Mailed to CONTR/Dat e Received from APPR Authority Remarks

1 01 00 00 01 Preconstruction Submittals Fire Safety Plan 1.5.B G RO 2 01 00 00 01 Preconstruction Submittals Temporary Office Trailer Floor Plan 1.17.Q G RO 3 01 00 00 01 Preconstruction Submittals Temporary Restroom Trailer Floor Plan 1.18.O G RO 4 01 22 00 01 Preconstruction Submittals Schedule of Values 1.3 G RO 5 01 22 00 07 Certificates Utility Invoices 1.3 G RO 6 01 30 00 01 Preconstruction Submittals List of Subcontractors 1.2 G RO 7 01 30 00 07 Certificates Signature Authority 1.2 G RO 8 01 30 00 08 Certificates Drug-Fee Work Place Record 1.2 G RO 9 01 32 00 01 Preconstruction Submittals Project Scheduler Qualifications 1.3 G RO

10 01 32 00 01 Preconstruction Submittals Preliminary Project Schedule 3.4.1 G RO 11 01 32 00 01 Preconstruction Submittals Initial Project Schedule 3.4.2 G RO 12 01 32 00 01 Preconstruction Submittals Periodic Schedule Update 3.6.2 G RO 13 01 33 00 01 Preconstruction Submittals Export File G RO 14 01 35 26 01 Preconstruction Submittals Accident Prevention Plan (APP) 1.6 G DO 15 01 35 26 01 Preconstruction Submittals Activity Hazard Analysis (AHA) 1.7 G DO 16 01 35 26 01 Preconstruction Submittals Crane Critical Lift Plan 1.6.1 G DO 17 01 35 26 06 Test Reports Accident Reports 1.11.1 G RO 18 01 35 26 06 Test Reports Crane Reports 1.11.2 G RO 19 01 35 26 07 Certificates Confined Space Entry Permit 1.8 G RO 20 01 35 26 07 Certificates Hot Work Permit 1.8 G RO 21 01 35 26 07 Certificates License Certificates 1.13 G RO 22 01 35 26 07 Certificates Proof Qualification Crane Operators 1.5.2.3 G DO 23 01 35 26 07 Certificates Certificate of Compliance (Crane) 1.11.3 G RO 24 01 43 39 02 Shop Drawings Mock Up Shop Drawings 1.3.B G RO 25 01 45 04 01 Preconstruction Submittals Contractor Quality Control Plan (CQC) 3.2 G RO 26 01 45 04 01 Preconstruction Submittals Initial Work Schedule 1.4 G RO 27 01 45 04 07 Certificates Laboratory Qualifications 3.7.2 G RO 28 01 45 04 07 Certificates Letter of Authority 3.2.2 G RO 29 01 50 02 01 Preconstruction Submittals Mobilization/Demobilization Plan 1.3 G RO 30 01 50 02 01 Preconstruction Submittals Security Plan 3.8 G RO 31 01 50 02 02 Shop Drawings Contractors Temporary Facilities 3.7 G RO 32 01 50 02 02 Shop Drawings Temporary Electrical Drawings 1.3 G RO 33 01 50 02 02 Shop Drawings Construction Drawings 1.3 G AO 34 01 55 26 01 Preconstruction Submittals Traffic Control Plan 1.2 G RO 35 01 57 19 01 Preconstruction Submittals Environmental Control Plan 1.5.A.B.C G RO 36 01 78 02 02 Shop Drawings As-Builts 1.2 G AO 37 01 78 02 03 Product Data As-Built Record of Equip and Materials 1.3.3 G AO 38 01 78 02 03 Product Data Warranty Management Plan 1.4.1 G AO 39 01 78 02 03 Product Data Warranty Tags 1.4.5 G AO 40 01 78 02 03 Product Data Final Cleaning 1.7 G AO 41 01 81 11 01 Preconstruction Submittals Construction Waste Management 1.5.C G RO AE 42 01 81 11 01 Preconstruction Submittals Construction Indoor Air Quality Mgt (IAQ) 1.5.D G RO AE 43 01 81 11 03 Product Data Alternative Transportation 1.5.A.1 G RO AE 44 01 81 11 03 Product Data Heat Island Effect 1.5.A.2 G RO AE 45 01 81 11 03 Product Data Exterior Lighting Fixtures 2.1.D G AE S

SUBMITTAL REGISTER

Florida National Cemetery Renovate/ Expand Administration Building Bushnell, Florida

W912EP-16-R-0016

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

46 01 81 11 03 Product Data Water Conserving Fixtures 2.1.G G AE S 47 01 81 11 03 Product Data Elimination of CFCs and HC 2.1.I G RO AE 48 01 81 11 03 Product Data Recycled Content 2.1.N G RO AE 49 01 81 11 03 Product Data Regional Materials 1.5.A.7 G RO AE 50 01 81 11 03 Product Data Interior Adhesives and Sealants 1.5.A.8 G AE S 51 01 81 11 03 Product Data Paints and Coatings 1.5.A.9 G AE S 52 01 81 11 03 Product Data Floorcoverings 1.5.A.10 G AE S 53 01 81 11 03 Product Data Composite Wood and Agrifiber Binders 1.5.A.11 G AE S 54 01 81 11 03 Product Data Wood and Wood Based Products 1.5.A.12 G AE S 55 01 81 11 03 Product Data Systems Furniture and Seating 1.5.A.13 G AE S 56 01 81 11 03 Product Data Air Filtration 1.5.A.14 G AE S 57 01 81 11 03 Product Data Lighting Controls 1.5.A.15 G AE S 58 01 81 11 03 Product Data Thermal Comfort Controls 1.5.A.16 G AE S 59 01 81 11 03 Product Data Blended Cement 1.5.A.17 G AE S 60 01 81 11 03 Product Data Fiberglass Insulation 1.5.A.18 G AE S 61 01 81 11 03 Product Data Duct Acoustical Insulation 1.5.A.19 G AE S 62 01 81 11 03 Product Data Green Housekeeping 1.5.A.20 G RO AE 63 01 81 11 06 Test Reports Sustainable Design Progress Report 1.5.F G RO 64 01 91 00 01 Preconstruction Submittals Preliminary Commissioning Plan 1.12A G RO 65 01 91 00 05 Design Data Systems Functional Performance Test Procedures 1.12C G RO 66 01 91 00 06 Test Reports Final Commissioning Plan 1.12B G RO 67 01 91 00 06 Test Reports Pre-Functional Checklists 3.1 G RO 68 01 91 00 06 Test Reports Test and Inspection Reports 1.12E G RO 69 01 91 00 06 Test Reports Corrective Action Reports 1.12F G RO 70 01 91 00 06 Test Reports Preliminary Commissioning Report 1.12G G RO 71 01 91 00 06 Test Reports Final Commissioning Report 1.12H G RO 72 03 30 53 02 Shop Drawings Reinforcing Steel 3.2 G RO 73 03 30 53 05 Design Data Concrete Mix Design 2.3 G RO AE 74 03 30 53 07 Certificates Concrete Add Mixes 1.5.D G RO 75 04 01 20 01 Preconstruction Submittals Test Reports 1.3D G RO 76 04 01 20 02 Shop Drawings Expansion Joints 1.3.B G RO 77 04 01 20 03 Product Data Cleaning Materials Nonacidic liquid cleaner 2.1.E G RO 78 04 01 20 04 Samples Exposed Product Color and Texture 1.3.C G RO 79 04 01 20 04 Samples Demonstrate Aesthetic Effects 1.4.B G RO 80 04 05 13 03 Product Data Cement, each type 1.5.D.1 G RO 81 04 05 13 03 Product Data Hydrated Lime 2.1 G RO 82 04 05 13 03 Product Data Admixtures 1.5.D.3 G RO 83 04 05 13 03 Product Data Liquid Acrylic Resin 1.5.D.4 G RO 84 04 05 13 06 Test Reports Hydrated Lime 2.1 G RO 85 04 05 13 06 Test Reports Aggregate for Masonry Mortar 2.2 G RO 86 04 05 13 06 Test Reports Blended Hydraulic Cement 2.3 G RO 87 04 05 13 06 Test Reports Masonry Cement 2.4 G RO 88 04 05 13 06 Test Reports Mortar Cement 2.5 G RO 89 04 05 13 06 Test Reports Water 2.6 G RO 90 04 05 13 06 Test Reports Masonry Mortar 2.7 G RO 91 04 05 13 06 Test Reports Color Admixture 2.8 G RO 92 04 05 13 07 Certificates Testing Lab Qualifications of Personnel 1.5.B.1 G RO 93 04 05 13 07 Certificates Portland Cement 1.5.B.2.a G RO 94 04 05 13 07 Certificates Masonry Cement 1.5.B.2.b G RO 95 04 05 13 07 Certificates Mortar Cement 1.5.B.2.c G RO 96 04 05 13 07 Certificates Hydrated Lime 1.5.B.2.d G RO 97 04 05 13 07 Certificates Fine Aggregate (Sand) 1.5.B.2.e G RO 98 04 05 13 07 Certificates Color Admixture 1.5.B.2.f G RO 99 04 20 00 02 Shop Drawings Special Masonry Shapes 1.3.C.1 G RO

100 04 20 00 02 Shop Drawings Soffit or Lintel Construction Drawings 1.3.C.2 G RO 101 04 20 00 02 Shop Drawings Fabrication, Bending, Placement of Rebar 1.3.C.3 G RO 102 04 20 00 03 Product Data Reinforcing Bars 1.3.E.3 G RO 103 04 20 00 04 Samples Face Brick Sample Panel 8" x 16" 1.4 G RO 104 04 20 00 04 Samples CMU, when exposed in work 1.3.B.2 G RO

105 04 20 00 04 Samples Anchors, Ties, & Joint Reinforcing 1.3.B.3 G RO 106 04 20 00 04 Samples Knee Wall 1.5 G RO 107 04 20 00 07 Certificates Manufacturer's Signed Certificates 1.3.D.1 G RO 108 04 20 00 07 Certificates Face Brick 1.3.D.2.a G RO 109 04 20 00 07 Certificates CMU 1.3.D.2.b G RO 110 04 20 00 08 Manufacturer's Instructions Anchors, Ties, & Reinforcement 1.3.E.1 G RO 111 04 20 00 08 Manufacturer's Instructions Shear Keys 1.3.E.2 G RO 112 05 50 00 01 Preconstruction Submittals Setting Drawings for Preset Anchors 1.3.E G RO AE 113 05 50 00 02 Shop Drawings Each Item Specified 1.3.B.1 G RO AE 114 05 50 00 02 Shop Drawings Erection Drawings, Field Assembly 1.3.B.2 G RO AE 115 05 50 00 02 Shop Drawings Templates, Rough-in Measurements 1.3.B.3 G RO AE 116 05 50 00 05 Design Data Design Calcs for Live Loads 1.3.D G RO AE 117 05 50 00 07 Certificates Anodized Finish 1.3.C.1 G RO 118 05 50 00 07 Certificates Live Load Designs 1.3.C.2 G RO AE 119 06 06 60 02 Shop Drawings Plans, Elev, Sections, Dims, Details 1.3.D G RO 120 06 06 60 03 Product Data Translucent Resin Panel 1.3.B G RO 121 06 06 60 04 Samples 2" x 2" Sample for Initial Selection 1.3.E.1 G RO 122 06 06 60 04 Samples 4" x 4" Sample for Verification 1.3.F.1 G RO 123 06 06 60 04 Samples Build Mockups to Verify Selection 1.3.G.1 G RO 124 06 06 60 04 Samples Build Mockup of Plastic Fabrication 1.3.G.2 G RO 125 06 06 60 04 Samples Approved Mockups, for Actual Work 1.3.G.3 G RO 126 06 06 60 06 Test Reports Product Test Reports 1.3.C.1. G RO 127 06 06 60 10 Operation and Maintenance Data Manufacturer's Care & Maintenance Data 1.3.H G RO 128 06 10 00 02 Shop Drawings Framing Connection 1.3.B G RO AE 129 06 17 53 02 Shop Drawings Shop-Fabricated Wood Trusses 1.2.B G RO 130 06 17 53 03 Product Data Metal-Plate Connectors, Acc., Fasteners 1.2.A G RO 131 06 17 53 05 Design Data Metal-Plate Connected Wood Trusses 1.2.C G RO 132 06 17 53 07 Certificates Metal-Plate Connectors 1.3.B.1 G RO 133 06 17 53 07 Certificates Metal Truss Accessories 1.3.B.2 G RO 134 06 17 53 07 Certificates Product Certificates 1.3.A G RO 135 06 20 00 02 Shop Drawings Millwork Items 1.3.A.1 G RO 136 06 20 00 03 Product Data Finish Hardware 1.3.F.1 G RO 137 06 20 00 03 Product Data Sinks and Fittings 1.3.F.2 G RO 138 06 20 00 03 Product Data Electrical Components 1.3.F.3 G RO 139 06 20 00 04 Samples Plastic Laminate, Finished Plywood 6" x 12" 1.3.C G RO 140 06 20 00 07 Certificates Preservative Treatment of Materials 1.3.D.1 G RO 141 06 20 00 07 Certificates Moisture Content 1.3.D.2 G RO 142 06 20 00 08 Manufacturer's Instructions Acceptable Sealers 1.3.E G RO 143 07 08 00 01 Preconstruction Submittals Commissioning Process 1.6.B G RO 144 07 08 00 11 Closeout Submittals Commissioning Process 1.6.A G RO 145 07 11 13 03 Product Data Product Description 1.2.B.1 G RO 146 07 11 13 03 Product Data Application Instructions 1.2.B.2 G RO 147 07 21 13 03 Product Data Insulation, each type used 1.2.B.1 G RO 148 07 21 13 03 Product Data Adhesive, each type used 1.2.B.2 G RO 149 07 21 13 03 Product Data Tape 1.2.B.3 G RO 150 07 21 13 07 Certificates Thickness & "R" Value of Insulation 1.2.C G RO 151 07 22 00 02 Shop Drawings Nailers, Cants, & Terminations 1.6.C.1 G RO 152 07 22 00 02 Shop Drawings Layout of insul. w/ slopes, tapers, etc. 1.6.C.2 G RO 153 07 22 00 02 Shop Drawings Layout of Roof System w/ units required 1.6.G G RO 154 07 22 00 03 Product Data Roof and Deck Insulation 1.6.B G RO 155 07 22 00 04 Samples Roof Insulation, each type 1.6.D.1 G RO 156 07 22 00 04 Samples Nails and fasteners, each type 1.6.D.2 G RO 157 07 22 00 06 Test Reports Thermal values of insulation products 1.6.F G RO 158 07 22 00 07 Certificates Type, thermal conductance, min thickness 1.6.E.1 G RO 159 07 22 00 07 Certificates Materials and Methods of Application 1.6.E.2 G RO 160 07 22 00 07 Certificates Supervisors' and Inspectors' Qualifications 1.6.H G RO 161 07 27 26 03 Product Data Fluid Applied Membrane Air Barriers 2.2.A G RO 162 07 27 26 03 Product Data Primer 2.3.A G RO 163 07 27 26 03 Product Data Mastic 2.3.C G RO

164 07 27 26 03 Product Data Counterflashing Strip 2.3.B G RO 165 07 27 26 03 Product Data Sprayed Polyurethane Foam Sealant 2.3.D G RO 166 07 27 26 03 Product Data Opening Transition Assembly 2.3.E G RO 167 07 27 26 03 Product Data Joint Sealant 2.3.F G RO 168 07 27 26 03 Product Data Printed Installation Instructions 1.6.B.9 G RO 169 07 27 26 07 Certificates Manufacturer's Qualifications 1.5.C.1 G RO 170 07 27 26 07 Certificates Installer Approved by Manufacturer 1.5.C.2 G RO 171 07 27 26 07 Certificates Installer and Personnel Qualifications 1.5.C.3 G RO

172 07 27 26 07 Certificates Materials are chemically & adhesively compatible with adjacent materials 1.5.C.4 G RO

173 07 27 26 07 Certificates Products meet VOC limitations 2.1.B G RO 174 07 27 26 09 Manufacturer's Field Reports Daily Inspection Reports 1.5.D G RO 175 07 27 27 03 Product Data Fluid Applied Membrane Air Barriers 2.2.A G RO AE 176 07 27 27 03 Product Data Primer 2.3.A G RO AE 177 07 27 27 03 Product Data Mastic 2.3.C G RO AE 178 07 27 27 03 Product Data Counterflashing Strip 2.3.B G RO AE 179 07 27 27 03 Product Data Sprayed Polyurethane Foam Sealant 2.3.D G RO AE 180 07 27 27 03 Product Data Opening Transition Assembly 2.3.E G RO AE 181 07 27 27 03 Product Data Joint Sealant 2.3.F G RO AE 182 07 27 27 03 Product Data Printed Installation Instructions 1.6.B.9 G RO AE 183 07 27 27 07 Certificates Manufacturer's Qualifications 1.5.C.1 G RO AE 184 07 27 27 07 Certificates Installer Approved by Manufacturer 1.5.C.2 G RO AE 185 07 27 27 07 Certificates Installer and Personnel Qualifications 1.5.C.3 G RO AE

186 07 27 27 07 Certificates Materials are chemically & adhesively compatible with adjacent materials 1.5.C.4 G RO

187 07 27 27 07 Certificates Products meet VOC limitations 2.1.B G RO 188 07 27 27 09…