Attachment_A_-_Specifications.pdf

MUSEUM ARCHIVES RENOVATION

National Conservation Training Center Shepherdstown, West Virginia

SPECIFICATIONS

Prepared For:

U.S. Fish and Wildlife Service

National Conservation Training Center Shepherdstown, West Virginia 25443

March 28, 2017

U.S. Fish and Wildlife Service

NATIONAL CONSERVATION TRAINING CENTER

SHEPHERDSTOWN, WEST VIRGINIA

TABLE OF CONTENTS PAGE - 1

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 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION

01 91 13 GENERAL COMMISSIONING REQUIREMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 19 SELECTIVE DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL FRAMING

05 31 00 STEEL DECKING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 84 13 PENETRATION FIRESTOPPING

07 84 43 JOINT FIRESTOPPING

07 91 00 PREFORMED JOINT SEALANTS

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 HOLLOW METAL DOORS AND FRAMES

08 71 00 DOOR HARDWARE

DIVISION 09 - FINISHES

09 21 16.23 GYPSUM BOARD SHAFT WALL ASSEMBLIES

09 22 16 NON-STRUCTURAL METAL FRAMING

09 29 00 GYPSUM BOARD

09 51 13 ACOUSTICAL PANEL CEILINGS

09 65 13 RESILIENT BASE AND ACCESSORIES

09 91 23 INTERIOR PAINTING

DIVISION 10 - SPECIALTIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

NATIONAL CONSERVATION TRAINING CENTER

SHEPHERDSTOWN, WEST VIRGINIA

TABLE OF CONTENTS PAGE - 2

DIVISION 21 – FIRE SUPPRESSION

21 13 13 WET-PIPE SPRINKLER SYSTEMS

DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONING

23 05 13 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

23 05 19 METERS AND GAGES FOR HVAC PIPING

23 05 23.12 BALL VALVES FOR HVAC PIPING

23 05 29 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 13 DUCT INSULATION

23 07 19 HVAC PIPING INSULATION

23 09 23.11 CONTROL VALVES

23 09 23.12 CONTROL DAMPERS

23 21 13 HYDRONIC PIPING

23 2116 HYDRONIC PIPING SPECIALTIES

23 31 13 METAL DUCTS

23 33 00 AIR DUCT ACCESSORIES

23 37 13.13 AIR DIFFUSERS AND GRILLES

23 72 23 AIR-TO-AIR ENERGY RECOVERY EQUIPMENT

23 73 13 MODULAR INDOOR CENTRAL-STATION AIR-HANDLING UNITS

23 84 13.29 SELF-CONTAINED STEAM HUMIDIFIERS

23 84 16.16 INDOOR, MECHANICAL DEHUMIDIFICATION UNITS

DIVISION 26 - ELECTRICAL

26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 09 23 LIGHTING CONTROL DEVICES

26 24 16 PANELBOARD CIRCUIT BREAKERS

26 27 26 WIRING DEVICES

26 28 16 ENCLOSED SWITCHES

26 51 19 LED INTERIOR LIGHTING

26 52 13 EMERGENCY AND EXIT LIGHTING

DIVISION 27 - COMMUNICATIONS

27 15 13 COMMUNICATIONS COPPER HORIZONTAL CABLING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 13 CONDUCTORS AND CABLES FOR ELECTRONIC SAFETY AND SECURITY

28 15 00 ACCESS CONTROL HARDWARE DEVICES

28 46 21.11 ADDRESSABLE FIRE-ALARM SYSTEMS

END OF TABLE OF CONTENTS

Museum Archives Renovation

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.01 WORK COVERED BY CONTRACT DOCUMENTS

A. Facility Description

The National Conservation Training Center (NCTC) is an active training facility for the U.S. Fish and Wildlife Service. The NCTC site is a campus setting with multiple buildings, which include lodges, offices, training rooms, a large auditorium, a laboratory, dining facilities, gymnasium, operations support, a central plant and self-contained water and wastewater treatment facilities. The majority of the buildings on campus were constructed between 1994 and 1997.

B. Project Description

At the Laboratory Building, convert a second story structural steel framed fiberglass grate floor system to a concrete in-fill flooring system. Work will include demolition, structural steel, miscellaneous metals, elevated concrete construction, drywall, interior finishes, electrical, HVAC systems, HVAC controls, fire suppression modifications, and other general construction work.

At the Day Care Building, remove an existing gypsum ceiling and replace with a new acoustic ceiling and grid. Work will include demolition, acoustic ceiling system, existing lighting relocation and modifications, HVAC ductwork and diffusers, and other general construction work.

All work shall be performed as described in the construction documents.

C. Location

The work is located in the Laboratory Building of the National Conservation Training Center, 698 Conservation Way, Shepherdstown, WV, as indicated.

1.02 OCCUPANCY OF PREMISES

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

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

1.03 EXISTING WORK

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

SECTION 01 11 00 Page 1

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

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

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.01 SUBMITTALS

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

submittals not having a "G" designation are for information only.

When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

Personnel List; G

1.02 GENERAL FACILITY HOURS, ACCESS AND COORDINATION

A. Business Hours: NCTC is an active training campus. Normal facility business hours are between 8:00 am and 5:00 pm, Monday through Friday, excluding Government holidays.

B. Access: The Contractor, subcontractor, and all employees shall stop and check in with the guard on duty at the Guard Station every time they enter the campus.

C. Work Schedule: The schedule and sequencing of all work shall be closely coordinated with the Contracting Officer. Contractor can schedule his work during any day or any hours except as restricted below.

1.03 SPECIAL SCHEDULING REQUIREMENTS

A. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

B. The Laboratory building will remain in operation during the entire construction period. On average, Tank Room G21L is used for one

(1) week long class for approximately four (4) times per year and is used about 12 times per year for staging of field trips for a couple hours per day per week. No work can take place during these activities. The contractor shall plan to schedule the construction work around these events. The exact timing of these classes is not known at the time the contract is being solicited.

Once the contract award is made, the construction schedule can be aligned with the facility schedule, which at that point in time will be defined. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

SECTION 01 14 00 Page 1

1.04 CONTRACTOR ACCESS AND USE OF PREMISES

A. Activity Regulations

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

1. Emergency Contacts: Provide a list of contact personnel of the Contractor and subcontractors, including telephone numbers, for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

2. Access Roster: Submit a personnel list(access roster).

Access will be granted based on the access roster and an official photo identification via a state issued driver's license or other means of identification as approved by the Contracting Officer. The Contractor shall provide the Contracting Officer with an updated access roster as necessary.

3. Vehicle Identification: The Contractor and subcontractor(s) shall have signage (magnetic ok) on each side of vehicles, clearly identifying the associated company.

4. No Smoking Policy: Smoking is prohibited within and outside of all buildings at NCTC, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. The Contracting Officer will identify designated smoking areas.

B. Contractor Work Outside of Normal Business Hours

Any work to be completed outside of normal business hours shall be closely coordinated with the Contracting Officer.

C. Special Requirements

2. Facility Events: From time-to-time there are various public events held at the facility. Contractor shall adjust his work schedule and work areas as directed by the Government.

3. Facility Restrooms - Use of the building restrooms are a privilege. Inappropriate use will result in loss of use and contractor shall provide portable toilets for their use.

4. The dining facility and other amenities are not available for Contractor use.

5. No parking in fire lanes. Fire lanes can be used for access into the building for the delivery of material only.

Vehicles shall be removed immediately after the delivery is complete.

SECTION 01 14 00 Page 2

6. Drive and park only on paved roads and pathways.

7. Parking: Employees shall park at the Support Services parking lot. Generally, only one (1) vehicle, such as a foreman's vehicle, shall be permitted to park near the worksite.

D. Storage and Staging Areas

1. There is no storage or staging area within the buildings other than the work area.

2. There is a contracting staging area that is adjacent to Support Services. Storage trailer(s) can be parked here, in area(s) designated by the Contracting Officer.

E. Building Environment Protection - Source Control

1. Construction and demolition techniques that minimize dust are to be employed as much as possible.

2. Containers of wet products (such as paints, adhesives and sealants) are to be kept closed or covered as much as possible.

3. Select low VOC construction materials whenever possible.

4. Restrict idling of vehicles.

5. Ensure ventilation to occupied areas is protected from toxic materials and fumes from vehicles and equipment.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 14 00 Page 3

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 SUPERVISION

A. 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. The Superintendent shall have the authority to act on behalf of the Contractor in all areas, to include schedule and price.

B. Superintendent Qualifications

The project superintendent shall have a minimum of 5 years experience in construction with at least 2 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar 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.

1. Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

C. 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.

1.02 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

SECTION 01 30 00 Page 1 engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling, prosecution of the work, and clear expectations in the performance of this contract. Major subcontractors who will engage in the work must also attend.

1.03 PROGRESS & COORDINATION MEETINGS

Coordination meetings shall be held as requested by either the Government or the Contractor. The intent of the meeting shall be to discuss the progress of work, schedule, work hours, potential changes, etc.

The Government may choose to schedule recurring progress/coordination meetings on a weekly or biweekly basis.

1.04 HOUSEKEEPING

1. The General Contractor and all subcontractors are to remove dust, debris and other waste from the job site on a daily basis.

2. Waste is to be properly bagged and stored for removal in a timely manner.

3. A wetting agent is to be used ot suppress dust where possible.

4. All interior absorptive materials are to be protected from moisture and inspected for signs of moisture damage prior to installation.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 30 00 Page 2

SECTION 01 32 16.00 20

SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

02/15

PART 1 GENERAL

1.01 SUBMITTALS

Government 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

1.02 ACCEPTANCE

Prior to the start of work, prepare and submit to the Contracting Officer for acceptance a construction schedule in the form of a Bar Chart Schedule in accordance with the terms in Contract Clause "FAR 52.236-15, Schedules for Construction Contracts," except as modified in this contract.

The acceptance of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting work on the demolition or construction stage(s) of the contract.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets all of the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.03 SCHEDULE FORMAT

A. Bar Chart Schedule

The Bar Chart must, as a minimum, show work activities, submittals, Government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. The Bar Chart must be time scaled and generated using an electronic spreadsheet program.

SECTION 01 32 16.00 20 Page 1

B. Schedule Submittals and Procedures

Submit Bar Chart Schedules and updates in 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 Government's scheduling program.

1.04 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

(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.

1.05 CONTRACT MODIFICATION

Submit a Time Impact Analysis (TIA) with each cost and time proposal for a proposed change. TIA must illustrate the influence of each change or delay on the Contract Completion Date or milestones. No time extensions will be granted nor delay damages paid unless a delay occurs which consumes all available Project Float, and extends the Projected Finish beyond the Contract Completion Date.

a. Each TIA must be in both narrative and schedule form. The narrative must define the scope and conditions of the change;

provide start and finish dates of impact, successor and predecessor activity to impact period, responsible party, describe how it originated, and how it impacts the schedule. The schedule submission must consist of three native files:

(1) Fragnet used to define the scope of the changed condition

SECTION 01 32 16.00 20 Page 2

(2) Most recent accepted schedule update as of the time of the proposal or claim submission that has been updated to show all activity progress as of the time of the impact start date.

(3) The impacted schedule that has the fragnet inserted in the updated schedule and the schedule "run" so that the new completion date is determined.

b. For claimed as-built project delay, the inserted fragnet TIA method must be modified to account for as-built events known to occur after the data date of schedule update used.

c. All TIAs must include any mitigation, and must determine the apportionment of the overall delay assignable to each individual delay. The associated narrative must clearly describe the findings in a chronological listing beginning with the earliest delay event.

(1) Identify types of delays as follows:

(a) Excusable Delay: Force-Majeure (e.g. weather) - Contractor may receive time extension, but time will not be compensable.

(b) Inexcusable Delay: Contractor Responsibility - Contractor will not receive time extension.

(c) Compensable Delay: Government Responsibility - Contractor may receive compensable time extension.

(2) If a combination of any of the delay types outlined above occurs, it is considered a Concurrent Delay, which will require an analysis of the facts to determine compensability and entitlement to any time extension under the applicable contract clauses.

d. Submit Data disks containing the narrative and native schedule files.

e. Unless the Contracting Officer requests otherwise, only add conformed contract modifications into the Project NAS.

1.06 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. Key the work plans to activity numbers when a NAS is required and update each week to show the planned work for the current and following two-week period. Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings.

Identify critical path activities on the Three-Week Look Ahead Schedule. The detail work plans are to be bar chart type schedules, maintained separately from the Construction Schedule on an electronic spreadsheet program and printed on 8-1/2 by 11 inch sheets as directed by the Contracting Officer. 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.

SECTION 01 32 16.00 20 Page 3

1.07 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.

1.08 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

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 32 16.00 20 Page 4

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.01 SUMMARY

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

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

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

The Contractor shall check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.

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

1.02 DEFINITIONS

A. Submittal Descriptions

Submittal requirements are specified in the technical sections.

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

SD-01 Preconstruction Submittals (PS)

Submittals which are required prior to the start of construction.

SD-02 Shop Drawings (SD)

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

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

SECTION 01 33 00 Page 1 project.

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

SD-03 Product Data (PD)

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

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

SD-04 Samples (SM)

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

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

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

SD-05 Design Data (DD)

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports (TR)

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

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

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

SECTION 01 33 00 Page 2

SD-07 Certificates (CT)

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.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions (MI)

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

SD-09 Manufacturer's Field Reports (MF)

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

Factory test reports.

SD-10 Operation and Maintenance Data (OM)

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 (CS)

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

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and

SECTION 01 33 00 Page 3 as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

B. Approving Authority

Office or designated person authorized to approve submittal.

1.03 SUBMITTALS

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

submittals not having a "G" designation are for information only.

When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G

1.04 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

A. Architect-Engineer (A/E)

Architect-Engineer (A/E) review is required for designated submittals. Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are considered to be "shop drawings." Contractor to provide the Government with the number of copies designated hereinafter of all A/E approved submittals.

B. Government Approved Submittals (G)

Within the terms of the Contract Clause 52.236-21 SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, these are considered to be "shop drawings."

C. For Information Only Submittals (FIO)

These are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

1.05 PREPARATION

A. Transmittal Form

Use the sample transmittal form, (ENG Form 4025-R), at the end of this specification section, for submitting both Government approved and for information only submittals.

B. Electronic File Format

Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. In addition to the electronic submittal, provide two (2) hard copies of the submittals. These hard copies will be retained by the

SECTION 01 33 00 Page 4

Government. If the contractor wants hard copies returned, these must be provided in the quantity desired to be returned - not to exceed four (4) each. Compile the submittal file as a single, complete document, to include the Transmittal Form described above. Name the electronic submittal file specifically according to its contents, coordinate the file naming convention with the Contracting Officer. Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer. Index and bookmark files exceeding 30 pages to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature, or scan of a signature.

Email electronic submittal documents fewer than 10MB to an email address as directed by the Contracting Officer. Provide electronic documents over 10MB on an optical disc, or through a secure electronic file sharing system.

1.06 QUANTITY OF SUBMITTALS

A. Number of Samples SD-04 Samples

1. Submit one sample, or one set of samples showing range of variation, of each required item. The sample or set of samples will be retained by approving authority.

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

3. Submit one sample installation, where directed.

4. Submit one sample of non-solid materials.

B. Number of Copies of SD-10 Operation and Maintenance Data

Submit four copies of O&M Data to the Contracting Officer for review and approval.

1.07 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned.

Approval of the Contracting Officer is not required on information only submittals. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work; and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.08 SUBMITTAL REGISTER

Attached at the end of this specification section is a submittal

SECTION 01 33 00 Page 5 register showing items of equipment and materials for which submittals are required by the specifications. Prepare and maintain the submittal register, as the work progresses. This list may not be all inclusive and additional submittals may be required. The Government will provide the initial submittal register in electronic format that contains the data in the attached submittal register.

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

A. Use of Submittal Register

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

Activity Number: Activity number from the project schedule.

Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Contractor Approval Date: Date Contractor needs approval of submittal.

Contractor Material: Date that Contractor needs material delivered to Contractor control.

B. Contractor Use of Submittal Register

Update the following fields with each submittal throughout contract.

Transmittal Number: Contractor assigned list of consecutive numbers.

Action Code: Date of action used to record Contractor's review when forwarding submittals to QC.

List date of submittal transmission.

List date approval received.

C. Copies Delivered to the Government

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

1.09 VARIATIONS

Variations from contract requirements require Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

A. Considering Variations

Discussion with Contracting Officer prior to submission will help

SECTION 01 33 00 Page 6 ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP), see clause 52.248-3.

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

B. Proposing Variations

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

Check the column "variation" of ENG Form 4025 (transmittal form) for submittals which include proposed deviations requested by the Contractor. Set forth in writing the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

C. Warranting that Variations are Compatible

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

D. Review Schedule Extension

In addition to normal submittal review period, a period of 14 calendar days will be allowed for consideration by the Government of submittals with variations.

1.10 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

1. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential resubmittal of requirements.

2. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation.

Approval by the Contracting Officer does not relieve the

SECTION 01 33 00 Page 7

Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."

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

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

1.11 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

1. Note date on which submittal was received.

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

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

Upon completion of review of submittals requiring Government approval, stamp and date submittals. Two copies of the submittal will be retained by the Contracting Officer and zero copies of the hard copy submittals will be returned to the Contractor, unless additonal hard copies have been provided for this purpose.

A. Review Notations

Contracting Officer review will be completed no later than 30 calendar days after receipt by the Government. Submittals will be returned to the Contractor with the following notations:

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

2. 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.

3. 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.

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

SECTION 01 33 00 Page 8 review by Contractor or for being incomplete, with appropriate action, coordination, or change.

1.12 DISAPPROVED OR REJECTED SUBMITTALS

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

If changes are necessary to submittals, make such revisions and submission of the submittals in accordance with the procedures above.

No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.13 APPROVED/ACCEPTED SUBMITTALS

The Contracting Officer's approval or acceptance of submittals is not to be construed as a complete check.

Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor is responsible for the project quality control.

After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.14 APPROVED SAMPLES

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

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

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material.

Government reserves the right to disapprove any material or equipment which previously has proved unsatisfactory in service.

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

SECTION 01 33 00 Page 9 contract requirements.

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

1.15 STAMPS

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

SECTION 01 33 00 Page 10

| CONTRACTOR |

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

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

SECTION 01 33 00 Page 11

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Tran No.

Prev Tm.

Type Tm.

Sub Typ

Item No.

Description of Material Actual Sub Date

Signature Date

Act Cod

Req Res

Did Res

All Submittals Museum Archives Renovation

Remarks:Spec Para.

01 14 00Spec Section _ WORK RESTRICTIONS

G 1 List of Contact Personnel PS1.04 A.

G 2 Personnel List PS1.04 A.

01 32 16.00 20Spec Section _ SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

G 3 Construction Schedule PS1.02

FIO4 Monthly Updates CT1.04

01 33 00Spec Section _ SUBMITTAL PROCEDURES

G 5 Submittal Register PS1.08

01 35 26Spec Section _ GOVERNMENTAL SAFETY REQUIREMENTS

G 6 Accident Prevention Plan (APP) PS1.06

FIO7 Notifications and Reports TR1.11

G 8 Accident Reports TR1.11 B.

FIO9 LHE Inspection Reports TR1.11 C.

FIO10 Crane Operators/Riggers CT1.05 A.3.

G 11 Standard Lift Plan CT1.06 B.1.

G 12 Critical Lift Plan CT1.06 B.2.

FIO13 Activity Hazard Analysis (AHA) CT1.07

G14 Hot Work Permit CT1.08 A.

FIO15 Certificate of Compliance CT1.11 D.

01 45 00.10 20Spec Section _ QUALITY CONTROL FOR MINOR CONSTRUCTION

G 16 QC Plan PS1.05

01 91 13Spec Section _ GENERAL COMMISSIONING REQUIREMENTS

G, A/E17 Commissioning plan information PS1.6.B

G, A/E18 Commissioning schedule PS1.6.C

G, A/E19 Test reports TR1.6.E

G, A/E20 Construction checklists PS1.6.F

G, A/E21 Commissioning reports TR1.7.B

G22 Operation and maintenance data OM1.7.D

Friday, December 15, 2017 Page 1 of 9

Prev Tm.

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Act Cod

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All Submittals Museum Archives Renovation

Remarks:Spec Para.

G23 Certificate of Construction Completion CT1.7.C, 3.11

02 41 19Spec Section _ SELECTIVE DEMOLITION

G24 Schedule of Demolition Activities PS1.3.D

FIO25 Landfill and Recycling records CS1.3.G

03 30 00Spec Section _ CAST-IN-PLACE CONCRETE

G, A/E26 Product Data PD1.5.D

G, A/E27 Design Mixtures DD1.5.C

G, A/E28 Shop Drawings SD1.5.D

G29 Qualification Statements CT1.6.B, 1.7

G, A/E30 Material Test Reports TR1.6.D

G, A/E31 Field Quality-Control Reports TR1.6.E

05 12 00Spec Section _ STRUCTURAL STEEL FRAMING

G, A/E32 Product Data PD1.6.B

G, A/E33 Shop Drawings SD1.6.C

G, A/E34 Welding Certificates CT1.7.B

G35 Paint Compatibility Certificates CT1.7.C

G, A/E36 Product Test Reports TR1.7.E

G, A/E37 Mill Test Reports TR1.7.D

G, A/E38 Field Quality-Control Reports TR3.5

05 31 00Spec Section _ STEEL DECKING

G, A/E39 Shop Drawings SD1.3.B

G, A/E40 Product certificates CT1.4.C

G, A/E41 Welding Certificates CT1.4.B

G42 Evaluation Reports TR1.4.D

G, A/E43 Field Quality-Control Reports TR1.4.E

07 84 13Spec Section _ PENETRATION FIRESTOPPING

G, A/E44 Product Data PD1.4.B

G, A/E45 Product Schedule PS1.4.C

G, A/E46 Installer Certificates CT1.6.B

Friday, December 15, 2017 Page 2 of 9

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Remarks:Spec Para.

07 84 43Spec Section _ JOINT FIRESTOPPING

G, A/E47 Product Data PD1.4.B

G, A/E48 Product Schedule PS1.4.C

G, A/E49 Installer Certificates CT1.6.B

07 91 00Spec Section _ PREFORMED JOINT SEALS

G, A/E50 Product Data PD1.3.B

G, A/E51 Product Schedule PS1.3.D

G52 Samples for Initial Selection SM1.3.C

07 92 00Spec Section _ JOINT SEALANTS

G, A/E53 Product Data PD1.3.B

G, A/E54 Product Schedule PS1.3.D

G55 Samples for Initial Selection SM1.3.C

08 11 13Spec Section _ HOLLOW METAL DOORS AND FRAMES

G, A/E56 Product Data PD1.5.B

G, A/E57 Shop Drawings SD1.5.C

G, A/E58 Schedule PS1.5.D

G, A/E59 Product Test Reports TR1.6.B

08 71 00Spec Section _ DOOR HARDWARE

G, A/E60 Product Data PD1.3.B

G, A/E61 Shop Drawings SD1.3.C

G, A/E62 Door Hardware Schedule PS1.3.D.1

G63 Keying Schedule PS1.3.D.2

G64 Qualification Statements CT1.6

G65 Warranty CT1.9

09 21 16.23Spec Section _ GYPSUM BOARD SHAFT WALL ASSEMBLIES

FIO66 Product Data PD1.3.B

09 22 16Spec Section _ NON-STRUCTURAL METAL FRAMING

FIO67 Product Data PD1.3.B

Friday, December 15, 2017 Page 3 of 9

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Remarks:Spec Para.

09 29 00Spec Section _ GYPSUM BOARD

FIO68 Product Data PD1.3.B

09 51 13Spec Section _ ACOUSTICAL PANEL CEILINGS

G69 Product Data PD1.3.B

G70 Samples SM1.3.C

FIO71 Product Test Reports TR1.4.B

FIO72 Extra Materials CS1.6.B

09 65 13Spec Section _ RESILIENT BASE AND ACCESSORIES

G73 Product Data PD1.3.B

G74 Samples for Initial Selection SM1.3.C

FIO75 Extra Materials CS1.4.B

09 91 23Spec Section _ INTERIOR PAINTING

FIO76 Product Data PD1.4.B

FIO77 Paint Schedule PS1.4.D

G78 Samples for Initial Selection SM1.4.C

10 44 16Spec Section _ FIRE EXTINGUISHERS

FIO79 Product Data PD1.3.B

FIO80 Warranty CT1.7

12 24 13Spec Section _ ROLLER WINDOW SHADES

G81 Product Data PD1.3.B

G82 Samples SM1.3.C

21 13 13Spec Section _ WET-PIPE SPRINKLER SYSTEMS

G, A/E83 Product Data PD1.4.B

G, A/E84 Shop Drawings SD1.4.C

G, A/E85 Delegated-Design Submittal DD1.4.D

G, A/E86 Qualification Statements CT1.5.C

G, A/E87 Approved Sprinkler Pipe Drawings SD1.5.D

G, A/E88 Welding Certificates CT1.5.E

Friday, December 15, 2017 Page 4 of 9

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Remarks:Spec Para.

G, A/E89 Fire Hydrant Flow Test Report TR1.5.F

G, A/E90 Field Quality-Control Reports TR1.5.H

G, A/E91 Operation and Maintenance Data OM1.6.B

FIO92 Extra Materials CS1.7.B

23 05 19Spec Section _ METERS AND GAGES FOR HVAC PIPING

FIO93 Product Data PD1.3.B

23 05 23.12Spec Section _ BALL VALVES FOR HVAC PIPING

FIO94 Bronze ball valves PD1.4.B

23 05 29Spec Section _ HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

FIO95 Product Data PD1.5.B

23 05 93Spec Section _ TESTING, ADJUSTING, AND BALANCING FOR HVAC

G, A/E96 Qualification Statements CT1.5.B

G, A/E97 Certified…