8536443-SPE_R1-Repair_HVAC_&_Electrical_Systems_UPH_Galley-(S25).pdf

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Repair HVAC & Electrical Systems UPH/Galley BLDG S25 at the U. S. Coast Guard Aviation Training Center, Mobile, Alabama.
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70Z08319BPAT00300
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Specifications dated for P/N 8903050 dated October 19, 2018

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P/N 8903050

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SPECIFICATIONS

FOR

REPAIR HVAC & ELECTRICAL SYSTEMS UPH/GALLEY BLDG S25

AT

U.S. COAST GUARD,

AVIATION TRAINING CENTER

MOBILE, ALABAMA

OCTOBER 19, 2018

CONTRACTING OFFICER

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT (CEU) MIAMI

15608 SW 117TH AVENUE

MIAMI, FLORIDA 33177

AUTHOR: AECOM Revised 100% Final Design Deliverable

HVAC & Electrical Systems UPH/Galley Bldg S25 8903050

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 16.00 20 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 09 - FINISHES

09 67 23.13 STANDARD RESINOUS FLOORING

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

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

23 01 30.41 HVAC SYSTEM CLEANING

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 31 13.00 40 METAL DUCTS

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 81 47 WATER-LOOP AND GROUND-LOOP HEAT PUMP SYSTEMS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.10 10 INSULATED WIRE AND CABLE

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 24 16.00 40 PANELBOARDS

26 28 21.00 40 AUTOMATIC TRANSFER SWITCHES

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 64.00 10 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Base Work Project Description

The work includes HVAC and associated electrical upgrades throughout building S25. The work includes the replacement of the existing Des Champs unit with water-cooled geothermal DX dedicated outside air unit (DOAS) to appropriately treat the ventilation air and ensure proper pressurization of the entire building. The replacement unit shall be capable of treating the outside air based on temperature and humidity. Direct expansion type units offer superior dehumidification when compared to chilled water style units. The use of a DX style unit will allow for hot gas reheat to be installed within the unit and reheat the ventilation supply air to a condition that would prevent condensation from forming on ductwork.

The fourteen (14) AC air handling unit heat pumps shall be replaced.

Heating and cooling load shall be developed to validate the sizing of the existing units and appropriate sized units shall be designed for replacement. The replacement units shall utilize R410A refrigerant and shall be properly balanced.

The main electrical room exhaust fan shall be replaced.

The galley makeup air fans shall be interlocked with the galley hoods.

The existing Kathbar control enclosures and devices shall be demolished.

Associated electrical work shall be conducted in coordination with HVAC work identified above. Affected electrical panels shall be replaced where tied into proposed HVAC work.

1.1.1.1 Items

Item 01: The work shall include the floor coating replacment throughout the Galley and incidental related work.

1.1.2 Location

The work is located at Building S25, Aviation Training Center, Mobile, Alabama 36608.

1.2 CONTRACT DRAWINGS

The following drawings accompany this specification and are a part thereof.

Drawing No. S258536443 Sheets 1 through 31

SECTION 01 11 00 Page 1

1.3 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

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

1.4 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the COR to be salvaged remain the property of the Coast Guard. Segregate, itemize, deliver and off-load the salvaged property at the Coast Guard designated storage area located within 1 mile of the construction site.

Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the COR.

Store and protect salvaged materials and equipment until disposition by the COR.

PART 2 PRODUCTS

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PART 3 EXECUTION

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-- End of Section --

SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 CONTRACTOR ACCESS AND USE OF PREMISES

1.1.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.1.1.1 Identification Badges and Installation Access

Obtain access to the installation by obtaining passes from the Base Pass and Identification Office.

a. Multi-Day Passes: The Contractor's personnel will have to obtain passes, be subject to mandatory vehicle inspection, and will have limited access to the installation. The Coast Guard will not be responsible for any cost or lost time associated with obtaining daily passes.

1.1.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.1.2 Working Hours

Regular working hours must consist of an 8 1/2 hour period, between 7 a.m.

and 3:30 p.m., Monday through Friday, excluding Government holidays.

1.1.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Contracting Officer/COR for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours.

During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.

SECTION 01 14 00 Page 1

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 14 00 Page 2

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 SUBMITTALS

Contracting Officer/COR approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Contracting Officer/COR.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map; G

Progress and Completion Pictures; G

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the COR. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Contracting Officer/COR.

SECTION 01 30 00 Page 1

1.5 SUPERVISION

1.5.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.5.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

For routine projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

1.5.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.6 PRECONSTRUCTION

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.

1.7 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer and COR a single (only one) e-mail address for electronic communications from the Contracting Officer and COR related

SECTION 01 30 00 Page 2 to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer and COR may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats. Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer and COR initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer and COR, in writing, of any changes to this email address.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 30 00 Page 3

SECTION 01 32 16.00 20

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

02/15

PART 1 GENERAL

1.1 SUBMITTALS

Contracting Officer/COR approval is required for submittals with a "G" designation; submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Schedule; G

SD-07 Certificates

Monthly Updates

1.2 ACCEPTANCE

Prior to the start of work, prepare and submit to the Contracting Officer for acceptance a construction schedule in the form of a Network Analysis Schedule (NAS).

1.3 SCHEDULE FORMAT

1.3.1 Schedule Submittals and Procedures

Submit Network Analysis Schedules (NAS) and updatesin hard copy and on electronic media that is acceptable to the Contracting Officer. Submit an electronic back-up of the project schedule in an import format compatible with the Contracting Officer/COR's scheduling program.

1.4 SCHEDULE MONTHLY UPDATES

Update the Construction Schedule at monthly intervals or when the schedule has been revised. The updated schedule must be kept current, reflecting actual activity progress and plan for completing the remaining work.

Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

a. Narrative Report: Provide with schedule updates. Identify and justify;

(1) Progress made in each area of the project

(2) Critical Path

(3) Date/time constraint(s), other than those required by the contract

(4) Changes in the following; added or deleted activities, original and remaining durations for activities that have not started, logic, milestones, planned sequence of operations, and critical path

SECTION 01 32 16.00 20 Page 1

(5) Status of Contract Completion Date and interim milestones;

(6) Current and anticipated delays (describe cause of delay and corrective actions(s) and mitigation measures to minimize);

(7) Description of current and future schedule problem areas.

Each entry in the narrative report must cite the respective Activity ID and Activity Description, the date and reason for the change, and description of the change.

1.5 3-WEEK LOOK AHEAD SCHEDULE

Prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule.

Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-Week Look Ahead Schedule. The detail work plans are to be bar chart type.

Activities must not exceed 5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Deliver three hard copies and one electronic file of the 3-Week Look Ahead Schedule to the Contracting Officer no later than 8 a.m. each Monday, and review during the weekly CQC Coordination or Production Meeting.

1.6 CORRESPONDENCE AND TEST REPORTS:

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

1.7 ADDITIONAL SCHEDULING REQUIREMENTS

Any references to additional scheduling requirements, including systems to be inspected, tested and commissioned, that are located throughout the remainder of the Contract Documents, are subject to all requirements of this section.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 32 16.00 20 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

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

SD-01 Preconstruction Submittals

Submittals which are required prior to

Certificates of insurance

Surety bonds

List of proposed Subcontractors

List of proposed products

Construction progress schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices or Earned Value Report

Health and safety plan

Work plan

Quality Control(QC) plan

Environmental protection plan

SD-02 Shop Drawings

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.

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.

SECTION 01 33 00 Page 1

SD-05 Design Data

SD-06 Test Reports

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

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

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

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

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

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

SD-11 Closeout Submittals

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

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

Special requirements necessary to properly close out a construction

SECTION 01 33 00 Page 2 contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.1.2 Approving Authority

Office or designated person authorized to approve submittal. The Contracting Officer accepts submittals, the COR reviews submittals.

1.1.3 Work

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

1.2 SUBMITTALS

Contracting Officer/COR approval is required for submittals with a "G" designation; submittals not having a "G" designation are for Contractor QC approval.

SD-01 Preconstruction Submittals

Submittal Register; G

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.3.1 Contracting Officer/COR Approved (G)

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

1.4 PREPARATION

1.4.1 Transmittal Form

1.4.2 Source Drawings for Shop Drawings

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

1.4.2.1 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 shall be at the sole risk of the Contractor and without liability or legal exposure to the Coast Guard. The 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 Coast Guard, its agents or sub consultants 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 Coast Guard harmless against all damages, liabilities or costs, including reasonable

SECTION 01 33 00 Page 3 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 Coast Guard 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. In the event that a conflict arises between the signed and sealed construction documents prepared by the Coast Guard and the furnished Source Drawing files, the signed and sealed construction documents govern. The Contractor is responsible for determining if any conflict exists. Use of these Source Drawing files does not relieve the Contractor of 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 indicia of ownership (seals, logos, signatures, initials and dates).

1.5 INFORMATION ONLY SUBMITTALS

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

1.6 DEVIATIONS

Deviations from contract requirements require both Designer of Record (DOR) and Contracting Officer/COR approval.

The Contracting Officer will consider requests for deviations/substitutions only if submitted within fifteen (15) calendar days after award.

1.6.1 Considering Deviations

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

Specifically point out deviations from contract requirements in transmittal letters. Failure to point out deviations may result in the Contracting Officer/COR requiring rejection and removal of such work at no additional cost to the Coast Guard.

Deviations may be considered when a product becomes unavailbale through no fault of the Contractor.

The Contractor shall document each request with complete data substantiating compliance of proposed variation with the Contract

SECTION 01 33 00 Page 4

Documents. Request for variance shall no be submitted on a Request for Information (RFI) form.

1.6.2 Proposing Deviations

When proposing deviations, deliver written request to the Contracting Officer, with documentation of the nature and features of the deviation and why the deviation is desirable and beneficial to Contracting Officer/COR, including the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for deviation, include the submittals required for the item. Clearly mark the proposed deviation in all documentation.

The Contractor must investigate proposed product and determine that it meets or exceeds quality level of specified product.

Will provide the same warranty for deviation as for specified product.

Will coordinate installation and make changes to other work which may be required for the work to be completed at no additiona cost to the Coast Guard.

Waives claims for additional costs or time extenison which may subsequently become apparent.

Will reimburse the Coast Guard for review or redesign services associated with approval by the Contracting Officer.

If the deviation has lesser value than the product originally specified, the Contractor shall provide a credit to the Coast Guard.

Deviations will not be considered when they are indicated or implied on Shop Drawings or Product Data submittals, without a separate written request,or when acceptance will require revisions to the Contract Documents.

1.6.3 Review Schedule Extension

In addition to normal submittal review period, a period of 10 working days will be allowed for consideration by the Contracting Officer/COR of submittals with variations.

1.7 COAST GUARD APPROVING AUTHORITY

When approving authority is Contracting Officer, the Contracting Officer/COR will:

a. Note date on which submittal was received.

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

c. Identify returned submittals with one of the actions defined in paragraph REVIEW NOTATIONS and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Contracting Officer/COR approval, stamp and date submittals.

SECTION 01 33 00 Page 5

General - The contractor shall submit to the Contracting Officer (4) copies of submittal required by this specification and/or itemized on teh "Submittal Registry" attached to these contract documents.

Request - A "Contractor Item Acceptance Request" shall accompany all submittals. All items shall be individually listed and clearly identified, referencing the applicable Section and Paragraph. A copy of this form is attached to these contract documents.

Up to (8) items may be listed on an individual request. Number each Contract Item Acceptance Request consecutively (Submittals #1, 2, etc.)

and re-submittals with letters (Submittal #1A is the first re-submittal of Submittal #1).

1.7.1 Review Notations

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

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

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

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

1.8 DISAPPROVED OR REJECTED SUBMITTALS

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

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

1.9 APPROVED/ACCEPTED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check, and indicates only that

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

After submittals have been approved or accepted by the Contracting

SECTION 01 33 00 Page 6

Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.10 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, the Contractor to assure that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.

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

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

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

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

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 33 00 Page 7

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Pr od uc t D at a W ar ra nt y

Ta gs

1.

Pr od uc t D at a Sp ar e

Pa rts

D at a

M an uf ac tu re r’s In st ru ct io ns In st ru ct io ns 1.

O pe ra tio n an d M ai nt en an ce D at a

O pe ra tio n an d M ai nt en an ce M an ua ls 3.

C lo se ou t S ub m itt al s

As -B ui lt

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C lo se ou t S ub m itt al s

C er tif ic at io n of

E

PA

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O pe ra tio n an d M ai nt en an ce D at a

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O pe ra tio n an d M ai nt en an ce D at a

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P la n 3.

1.

O pe ra tio n an d M ai nt en an ce D at a

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O ut lin e

3.

1.

O pe ra tio n an d M ai nt en an ce D at a

Tr ai ni ng

C on te nt

3.

1.

Pr ec on st ru ct io n

Su bm itt al s D em ol iti on

P la n 1.

2.

Pr ec on st ru ct io n

Su bm itt al s Ex is tin g C on di tio ns

C er tif ic at es

N ot ifi ca tio n

1.

Sh op

D ra w in gs Fi re st op pi ng S ys te m 2.

Pr od uc t D at a

Fi re st op pi ng

M at er ia ls 2.

Te st

R ep or ts

In sp ec tio n 3.

C er tif ic at es

In sp ec to r Q ua lif ic at io ns 1.

5.

C er tif ic at es

Fi re st op pi ng

M at er ia ls 2.

C er tif ic at es

In st al le r Q ua lif ic at io ns 1.

5.

Pr od uc t D at a

Se al an ts

2.

Pr od uc t D at a

Pr im er s

2.

Pr od uc t D at a

Bo nd

B re ak er s 2.

Pr od uc t D at a

Ba ck st op s 2.

Pr od uc t D at a

Fi el d Ad he si on 3.

.1

Sh op

D ra w in gs In st al la tio n D ra w in gs

2.

.1

Sh op

D ra w in gs Fa br ic at io n D ra w in gs

2.

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Pr od uc t D at a

M an uf ac tu re r's C at al og D at a

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Sa m pl es

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Sa m pl es

Fl oo r T op pi ng

3.

1.

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D es ig n

D at a D es ig n M ix D at a

1.

2.

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C er tif ic at es

Li st in g of P ro du ct In st al la tio ns 1.

5.

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C er tif ic at es

R ef er en ce d

St an da rd s C er tif ic at es 1.

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C lo se ou t S ub m itt al s

W ar ra nt y 1.

Sh op

D ra w in gs D et ai l D ra w in gs 1.

4.

Pr od uc t D at a

D uc t A cc es s

D oo rs 2.

8.

Pr od uc t D at a

C en tri fu ga l F an s

2.

9.

Pr od uc t D at a

Ax ia l F lo w F an s

2.

9.

Pr od uc t D at a

Pa ne l T yp e Po w er

W al l V en til at or s

2.

9.

Pr od uc t D at a

Ai r H an dl in g

U ni ts 2.

Pr od uc t D at a

Te st

P ro ce du re s

1.

4.

Te st

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Pe rfo rm an ce T es ts

3.

Te st

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D am pe r A cc ep ta nc e Te st 3.

C er tif ic at es

O zo ne D ep le tin g

Su bs ta nc es 1.

4.

M an uf ac tu re r’s In st ru ct io ns M an uf ac tu re r's

In st al la tio n

In st ru ct io ns

3.

M an uf ac tu re r’s In st ru ct io ns O pe ra tio n an d

M ai nt en an ce

T ra in in g 3.

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O pe ra tio n an d M ai nt en an ce D at a

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O pe ra tio n an d M ai nt en an ce D at a

C en tri fu ga l F an s

2.

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1.

O pe ra tio n an d M ai nt en an ce D at a

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2.

9.

1.

O pe ra tio n an d M ai nt en an ce D at a

Pa ne l T yp e Po w er

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2.

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1.

O pe ra tio n an d M ai nt en an ce D at a

Ai r H an dl in g

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C lo se ou t S ub m itt al s

En er gy E ffi ci en t E qu ip m en t 2.

1.

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C lo se ou t S ub m itt al s

In do or A ir Q ua lit y D ur in g C on st ru ct io n

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C lo se ou t S ub m itt al s

O zo ne D ep le tin g

Su bs ta nc es fo r R ef rig er an ts 2.

1.

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Pr ec on st ru ct io n

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E xi st in g C on di tio ns

3.

1.

1.

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Pr ec on st ru ct io n

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Pl an

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1.

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Pr ec on st ru ct io n

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Pr ec on st ru ct io n

Su bm itt al s N

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A Te am A ss is ta nt s 1.

4.

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Pr ec on st ru ct io n

Su bm itt al s N

AD

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(A

SC

S) 1.

4.

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Pr ec on st ru ct io n

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C

A Su pe rv is or

Q ua lif ic at io ns 1.

4.

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Pr ec on st ru ct io n

Su bm itt al s R ec or ds o f E xp er ie nc e in th e Fi el d

H

VA

C S ys te m C le an in g

1.

4.

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Pr ec on st ru ct io n

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AD

C

A W or k

Ex ec ut io n Sc he du le 1.

5.

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Pr od uc t D at a

Sa fe ty D at a

Sh ee ts (S

D S)

1.

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Te st

R ep or ts

Te st in g

Pr oc ed ur es S um m ar y

3.

3.

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Pr ec on st ru ct io n

Su bm itt al s M at er ia l, Eq ui pm en t, an d Fi xt ur e Li st s

1.

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1.

Sh op

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1.

Sh op

D ra w in gs C oo rd in at io n

D ra w in gs 1.

Sh op

D ra w in gs Fa br ic at io n D ra w in gs

1.

Sh op

D ra w in gs In st al la tio n D ra w in gs

3.

Pr od uc t D at a

Pi pe a nd

F itt in gs

2.

Pr od uc t D at a

Pi pi ng S pe ci al tie s 2.

Pr od uc t D at a

Va lv es 2.

Pr od uc t D at a

M is ce lla ne ou s M at er ia ls

2.

Pr od uc t D at a

Su pp or tin g El em en ts 2.

Pr od uc t D at a

Eq ui pm en t F ou nd at io n

D at a 1.

Sa m pl es

M an uf ac tu re r's S ta nd ar d

C ol or C ha rts

1.

D es ig n

D at a Pi pe a nd F itt in gs 2.

D es ig n

D at a Pi pi ng

S pe ci al tie s

2.

D es ig n

D at a Va lv es

2.

Te st

R ep or ts

H yd ro st at ic

T es ts 3.

Te st

R ep or ts

Ai r T es ts

3.

Te st

R ep or ts

Va lv e- O pe ra tin g

Te st s 3.

Te st

R ep or ts

D ra in ag e Te st s

3.

Te st

R ep or ts

Pn eu m at ic T es ts

3.

Te st

R ep or ts

N on

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El ec tri c

Te st s 3.

Te st

R ep or ts

Sy st em O pe ra tio n

Te st s 3.

C er tif ic at es

R ec or d of S at is fa ct or y

Fi el d O pe ra tio n

1.

4.

C er tif ic at es

Li st o f Q ua lif ie d

Pe rm an en t S er vi ce r g an iz at io ns

1.

4.

C er tif ic at es

Li st in g of P ro du ct In st al la tio ns 1.

C er tif ic at es

R ec or ds o f E xi st in g

C on di tio ns 1.

C er tif ic at es

Su rfa ce R es is ta nc e 3.

C er tif ic at es

Sh ea r a nd

T en si le

S tre ng th s 3.

C er tif ic at es

Te m pe ra tu re

R at in gs

3.

C er tif ic at es

Be nd in g

Te st s 3.

C er tif ic at es

Fl at te ni ng T es ts

3.

C er tif ic at es

Tr an sv er se G ui de d W el d

Be nd

T es ts 3.

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Sh op

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TA

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D ra w in gs a nd R ep or t Fo rm s

1.

3.

Pr od uc t D at a

Eq ui pm en t a nd

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D at a 1.

C er tif ic at es

In de pe nd en t T

AB

A ge nc y an d Pe rs on ne l Q ua lif ic at io ns

1.

5.

Sh op

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IC

A

Pl at es

Sh op

D ra w in gs Pi pe In su la tio n

Sy st em s

Sh op

D ra w in gs D uc t I ns ul at io n Sy st em

Pr od uc t D at a

Pi pe

In su la tio n Sy st em

Pr od uc t D at a

D uc t I ns ul at io n

Sy st em

Sa m pl es

Th er m al

In su la tio n 2.

3.

1.

Sa m pl es

D is pl ay

S am pl es

3.

1.

M an uf ac tu re r’s In st ru ct io ns Pi pe In su la tio n

Sy st em

M an uf ac tu re r’s In st ru ct io ns D uc t I ns ul at io n Sy st em

C lo se ou t S ub m itt al s

R ed uc e

Vo la til e

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C om po

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Pr ec on st ru ct io n Su bm itt al s

M at er ia l, Eq ui pm en t, an d

Fi xt ur e

Li st s Pa rt

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R ec or ds o f E xi st in g

C on di tio ns 2.

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Sh op D ra w in gs

C on ne ct io n

D ia gr am s 2.

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Sh op D ra w in gs

O ffs et F itt in g C on fig ur at io ns

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2.

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Pr od uc t D at a Eq ui pm en t a nd P er fo rm an ce D at a

2.

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Pr od uc t D at a G al va ni ze d St ee l D uc tw or k

M at er ia ls 2.

3.

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Pr od uc t D at a Br az in g M at er ia ls

2.

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Pr od uc t D at a M ill- R ol le d R ei nf or ci ng a nd S up po rti ng

M at er ia ls

2.

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Pr od uc t D at a R ou nd

S he et M et al

D uc t F itt in gs

2.

2.

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Pr od uc t D at a Tu rn in g Va ne s

2.

2.

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Pr od uc t D at a Fl ex ib le C on ne ct or s 2.

2.

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Pr od uc t D at a Fl ex ib le D uc t M at er ia ls

2.

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Pr od uc t D at a M an ua l V ol um e

D am pe rs

2.

2.

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D es ig n D at a

D es ig n

An al ys is a nd

C al cu la tio ns

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Te st R ep or ts D uc tw or k

Le ak ag e

Te st s 3.

4.

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C er tif ic at es Li st in g of

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C er tif ic at es G al va ni ze d St ee l D uc tw or k

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C er tif ic at es Br az in g M at er ia ls

2.

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C er tif ic at es M ill- R ol le d R ei nf or ci ng a nd S up po rti ng

M er ia ls

2.

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C er tif ic at es R ou nd

S he et M et al

D uc t F itt in gs

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C er tif ic at es Tu rn in g Va ne s

2.

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C er tif ic at es D am pe rs 2.

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C er tif ic at es Fl ex ib le C on ne ct or s 2.

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O pe ra tio n an d

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M an ua ls

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C lo se ou t S ub m itt al s R ec or d D ra w in gs

3.

5.

Pr od uc t D at a

C al ib ra te d

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2.

4.

Pr od uc t D at a

Au to m at ic F lo w

C on tro l V al ve s 2.

4.

Pr od uc t D at a

W at er T em pe ra tu re R eg ul at in g Va lv es

2.

4.

Pr od uc t D at a

W at er T re at m en t S ys te m s 2.

Te st

R ep or ts

Pi pi ng W el ds

N D

E R ep or t 3.

1.

Te st

R ep or ts

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T es ts R ep or ts 3.

5.

C er tif ic at es

Em pl oy er

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W el di n g

3.

1.

C er tif ic at es

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Q ua lif ic at io ns 3.

1.

M an uf ac tu re r’s In st ru ct io ns Le ss on p la n fo r t he

In st ru ct io n

C ou rs e

3.

O pe ra tio n an d M ai nt en an ce D at a

W at er T re at m en t S ys te m s 2.

O pe ra tio n an d M ai nt en an ce D at a

C al ib ra te d

Ba la nc in g Va lv es

2.

4.

O pe ra tio n an d M ai nt en an ce D at a

Au to m at ic F lo w

C on tro l V al ve s 2.

4.

Pr od uc t D at a

W at er -S ou rc e W at er

-to -A ir H ea t

Pu m ps 2.

2.

Pr od uc t D at a

R ef rig er an ts

2.

Te st

R ep or ts

W at er -S ou rc e W at er

-T o-

Ai r H ea t

Pu m ps

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T es t P la n 3.

6.

3.

Te st

R ep or ts

W at er -S ou rc e W at er

-T o-

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Pu m ps

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T es t R ep or t

3.

6.

3.

C er tif ic at es

AR

I/I

SO

P er fo rm an ce D at a

Fo r W

So ur ce

H ea t P um ps 2.

2.

M an uf ac tu re r’s In st ru ct io ns W at er

-S ou rc e

W at er -T o- Ai r H ea t Pu m ps

In st al la tio n In st ru ct io ns 3.

O pe ra tio n an d M ai nt en an ce D at a

W at er -s ou rc e w at er

-to -a ir he at p um ps

2.

2.

C lo se ou t S ub m itt al s

As -B ui lt

D ra w in gs 3.

2.

C lo se ou t S ub m itt al s

En er gy E ffi ci en t E qu ip m en t f or

W

So ur ce H ea t P um p

Sy st em s an d

G ro un d

So ur ce C lo se d-lo op H ea t

Pu m p Sy st em s

2.

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C lo se ou t S ub m itt al s

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Su bs ta nc es 2.

1.

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Sh op D ra w in gs

W iri ng d ia gr am s

1.

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Pr od uc t D at a Pe rfo rm an ce a nd c ha ra ct er is tic s cu rv e 1.

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Pr ec on st ru ct io n Su bm itt al s

M at er ia l, Eq ui pm en t, an d

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Li st s

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Pr od uc t D at a C on du its a nd R ac ew ay s

2.

1.

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Pr od uc t D at a W ire a nd C ab le

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1.

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Pr od uc t D at a Sp lic es a nd

C on ne ct or s

3.

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Pr od uc t D at a Sw itc he s 2.

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Pr od uc t D at a R ec ep ta cl es 2.

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Pr od uc t D at a O ut le t B ox es , P ul l B ox es a nd

J un ct io n Bo xe s

2.

1.

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Pr od uc t D at a C irc ui t B re ak er s 2.

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Pr od uc t D at a Pa ne lb oa rd s 2.

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Pr od uc t D at a La m ps a nd

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Te st R ep or ts C on tin ui ty

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Te st R ep or ts Ph as e-

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3.

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Te st R ep or ts In su la tio n

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M an uf ac tu re r’s

In st ru ct io ns

M an uf ac tu re r's In st ru ct io ns

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In st al la tio ns

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O pe ra tio n an d

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In st ru ct io ns 3.

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

11/14

PART 1 GENERAL

1.1 REFERENCES

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

1.2 ORDERING INFORMATION

The addresses of the standards publishing organizations whose documents are referenced in other sections of these specifications are listed below, and if the source of the publications is different from the address of the sponsoring organization, that information is also provided.

AIR MOVEMENT AND CONTROL ASSOCIATION INTERNATIONAL (AMCA)

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

AIR-CONDITIONING, HEATING AND REFRIGERATION INSTITUTE (AHRI)

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

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

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

AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

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

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

1800 East Oakton Street

SECTION 01 42 00 Page 1

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

ASSOCIATED AIR BALANCE COUNCIL (AABC)

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

ASTM INTERNATIONAL (ASTM)

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

ELECTRONIC INDUSTRIES ALLIANCE (EIA)

EIA has become part of the ELECTRONIC COMPONENTS INDUSTRY

ASSOCIATION (ECIA)

NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION (NECA)

3 Bethesda Metro Center, Suite 1100 Bethesda, MD 20814 Ph: 301-657-3110 Fax: 301-215-4500 Internet: http://www.necanet.org/

PART 2 PRODUCTS

Not used

PART 3 EXECUTION

Not used

SECTION 01 42 00 Page 2

SECTION 01 45 00.10 20

QUALITY CONTROL FOR MINOR CONSTRUCTION

02/10

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 SUBMITTALS

Contracting Officer/COR approval is required for submittals with a "G" designation; submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

QC Plan; G

Submit a QC plan within 15 calendar days after receipt of Notice of Award.

1.3…

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