YTPM 16-0007 Fire Training Specifications REV20200313.pdf

SPECIFICATIONS

REPAIR FIRE TRAINING FACILITY

BLDG. 8005

WESTOVER ARB

YTPM 16-0007

100% CERTIFIED

FINAL FOR

CONSTRUCTION

13 MARCH 2020

WALLER, TODD & SADLER ARCHITECTS, INC.

1909 CYPRESS AVENUE

VIRGINIA BEACH, VA 23451

(757) 417-0140; FAX (757) 417-0144

E-mail: wts@wtsarch.com

REPAIR FIRE TRAINING FACILITY, BUILDING 8005 YTPM 16-0007

WESTOVER ARB - CHICOPEE, MA

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00.20 50 ADMINISTRATIVE REQUIREMENTS

01 31 19.00 50 PROJECT MEETINGS

01 32 16.00 20 PROJECT SCHEDULE

01 33 00.00 50 SUBMITTAL PROCEDURES

01 35 26.00 50 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 04.00 50 CONTRACTOR QUALITY CONTROL

01 50 02.00 50 TEMPORARY CONSTRUCTION FACILITIES

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 74 19.00 50 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 02.00 50 CLOSEOUT SUBMITTALS

01 78 23.00 50 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

09 97 13.27 EXTERIOR COATING OF STEEL STRUCTURES

DIVISION 13 - SPECIAL CONSTRUCTION

13 12 01 PRE-ENGINEERED STEEL FIRE TRAINING SYSTEMS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 15 14.00 40 GENERAL SERVICE COMPRESSED-AIR SYSTEMS, LOW PRESSURE

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

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 11 25 FACILITY GAS PIPING

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

PROJECT TABLE OF CONTENTS Page 1

26 42 19.00 20 CATHODIC PROTECTION BY IMPRESSED CURRENT

26 56 00 EXTERIOR LIGHTING

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

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

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

SHEET NO. SHEET TITLE

G-001 COVER SHEET AND INDEX OF DRAWINGS

SV100 TOPOGRAPHIC SURVEY

SV101 TOPOGRAPHIC SURVEY

CS100 OVERALL SITE PLAN

CS101 SITE PLAN

CS500 DETAILS

CS501 DETAILS

S-001 GENERAL NOTES AND SYMBOLS LEGEND

S-101 BURN HOUSE - FIRST FLOOR PLAN AND FRAMING PLANS

S-102 BURN PIT - AIRCRAFT TOP VIEW AND ELEVATIONS

S-103 BURN PIT - REFERENCE DRAWING FOUNDATION AND FRAMING PLANS

S-104 BURN PIT - REFERENCE DRAWING AIRCRAFT WING FRAMING PLANS

S-701 BURN HOUSE - EXISTING CONDITION PHOTOS

S-702 BURN PIT - EXISTING CONDITION PHOTOS

A-001 ARCHITECTURAL GENERAL NOTES, LEGENDS AND ABBREVIATIONS

AD101 BURN HOUSE - FIRST AND SECOND FLOOR PLANS - DEMOLITION

AD102 BURN HOUSE - THIRD FLOOR/ATTIC AND ROOF PLANS - DEMOLITION

A-101 BURN HOUSE - FIRST AND SECOND FLOOR PLANS

A-102 BURN HOUSE - THIRD FLOOR/ATTIC AND ROOF PLANS

A-201 BURN HOUSE - BUILDING ELEVATIONS

A-202 CONTROL TOWER - BUILDING ELEVATIONS

A-301 BURN HOUSE - BUILDING SECTIONS

A-302 BURN HOUSE - WALL SECTIONS

P-001 PLUMBING LEGEND, NOTES AND ABBREVIATIONS

PD100 SITE PLAN PIPING - DEMOLITION

PD101 BURN PIT LPG AND COMPRESSED AIR PIPING PLAN - DEMOLITION

PD102 BURN PIT WATER PIPING PLAN - DEMOLITION

PD103 BURN HOUSE DEMOLITION PLAN SMOKE MACHINE, CABINET, AND PIPING

PD104 CONTROL TOWER AND VALVE PIT PIPING - DEMO AND NEW WORK

P-100 SITE PLAN PIPING PLAN - NEW WORK

P-101 BURN PIT LPG PIPING PLAN - NEW WORK

P-102 BURN PIT COMPRESSED AIR PIPING PLAN - NEW WORK

P-103 BURN PIT WATER PIPING PLAN - NEW WORK

P-104 BURN HOUSE NEW WORK PLAN SMOKE MACHINE, CABINET, AND PIPING

P-301 ENGINE AND AIRCRAFT MOCK-UP SECTIONS

DOCUMENT 00 01 15 Page 1

P-302 AIRCRAFT MOCK-UP COOLING SYSTEM & DETAILS

P-303 AIRCRAFT MOCK-UP SECTIONS AND DETAILS

P-304 AIRCRAFT MOCK-UP SECTIONS AND DETAILS

P-305 VALVE PIT SECTIONS AND DETAILS

P-306 CONTROL TOWER SECTIONS AND DETAILS

P-401 ENLARGED VALVE PIT PIPING DETAIL

P-501 GROUND BURNER AND VALVE BOX SECTIONS AND DETAILS

P-502 BURN PIT DETAILS

P-503 WATER JACKET/IGNITER ASSEMBLY DETAILS

P-504 WATER JACKET/IGNITER ASSEMBLY

P-800 TYPICAL BURNER CONTROL DIAGRAM

E-001 ELECTRICAL LEGEND AND ABBREVIATIONS

ED101 BURN PIT PLAN - ELECTRICAL DEMOLITION

ED102 BURN PIT PLAN - CATHODIC PROTECTION DEMOLITION

ED103 BURN HOUSE - FIRST FLOOR PLAN - ELECTRICAL DEMOLITION

ED401 ENLARGED CONTROL TOWER AND SERVICE PLAN - ELECTRICAL DEMOLITION

E-101 BURN PIT PLAN - ELECTRICAL

E-102 BURN PIT PLAN - CATHODIC PROTECTION

E-103 BURN HOUSE - FIRST FLOOR PLAN - ELECTRICAL

E-401 ENLARGED CONTROL TOWER AND SERVICE PLAN - ELECTRICAL

E-501 SCHEDULES AND DETAILS

-- End of Document --

DOCUMENT 00 01 15 Page 2

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The project consists of repairs to the burn pit area including remove, store and reinstall gravel and compact fill. Replace burn valves, igniter boxes, igniters. LPG piping, LPG regulators, nitrogen piping, water piping, water drain, and fill piping valves, sprinkler piping and associated piping supports. Replace cathodic protection system. Replace filter fabric and HDPE liners. Replace metal burn pits including grating. Remove, store and reinstall steel constructed aircraft training mock-up to perform replacement work as described above. Replace warped floor grating near training cockpit area and cargo box steel divider.

Provide commissioning of replacement equipment to ensure proper operation.

Repairs to the burn house including SS WesTech wall and ceiling liners in two burn rooms. Clean and paint exterior metal siding on single story end elevation. Replace three exterior doors, hardware and frames. Remove corrosion and provide slip resistant coating to existing metal roof deck at two locations. Remove corrosion on steel beams and columns inside and paint. Replace smoke distribution fan and cabinet. Replace Scout pyrometer, alarm and thermometers. Add guardrails and knee curb to sloped roof eaves allowing ground ladder access.

Remove corrosion and repaint burn pit valve pit piping and replace all valves. Label all pipes.

Replace electrical panel and remove abandoned switch boxes and plywood back board. Provide metal supports to existing metal support, clean and paint.

Replace propane tank shut-off valves and pressure relief valve configuration.

Replace compressed air piping from control tower to compressor enclosure to propane tank to emergency shut-off valve.

The project includes all incidental related work.

1.1.2 Location

The work is located at the Westover Air Reserve Base, Chicopee, Massachusetts 01022-1507, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2 EXISTING WORK

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

a. Remove or alter existing work in such a manner as to prevent injury or

SECTION 01 11 00 Page 1 damage to any portions of the existing work which 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.

1.3 LOCATION OF UNDERGROUND UTILITIES

The Contractor shall submit a notification prior to excavation or any ground disturbing activity. The notification shall be Form 103, BCE Work Request (Dig Permit) and shall be submitted to the Contracting Officer at least 7 days prior to the planned excavation. Additional information will be provided at the Pre-Construction Conference. The Contractor shall obtain approval prior to excavation. The government will mark out known existing underground utilities in the work area. The marked location of the existing utilities is approximate. Excavation by power driven equipment is not permitted within 3 feet of either side of the marked utility. Hand excavate on each side of the indicated obstruction and continue until uncovered or clearance for the new grade is assured.

1.3.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

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SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 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 00.00 50

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. Permission to interrupt any Activity roads or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Security

a. All project work and conduct of construction activity must comply with all Base security regulations and policies.

b. Prior to any workers/delivery drivers arriving at the site, the Contractor shall prepare and submit AW Form 1 requesting Identification Badges for all employees. The form 1 shall be filled out by each employee and submitted to the Contracting Officer within at least 14 days prior to access to the base. All the Contractor's employees including subcontractor personndelivery drivers will require badging. Badges shall be worn and be visible at all times while on the Base.

c. The Contractor shall be responsible for the return of all Identification Badges to the Contracting Officer after completion of the project. Final payment will not be made until all badges are returned.

d. The Contractor shall enter the project site only at a location approved by the Contracting Officer. Restrict all activities and movement of workers, supplies, and equipment to the designated project area and haul routes.

e. The Contractor shall not allow cameras on the project site nor photographs to be taken without written permission of the Contracting Officer.

f. All Contractors shall sign in/out on a daily basis at Base Operations, Building B1610.

SECTION 01 14 00 Page 1

1.3.2 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.

1.3.2.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and 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.

1.3.2.2 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.

1.3.3 Working Hours

Regular working hours must consist of a period established by the Contracting Officer, between 7 a.m. and 5 p.m. Monday through Friday, excluding Government holidays.

1.3.4 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 Government 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. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.5 Utility Cutovers and Interruptions

a. Report damage to underground utilities or subsurface construction immediately to the Contracting Officer. Damage to marked utilities will be satisfactorily repaired or replaced by the Contractor at no additional cost to the government. Damage to unmarked utilities will be repaired or replaced at the government's expense. Should the government engage the Contractor to perform the repairs or replacement; an equitable adjustment in the contract amount will be negotiated prior to the repair or replacement being made. Repair is defined as permanent, code compliant measures as approved by the Contracting Officer.

b. Interruptions shall be defined as any Contractor operation that

SECTION 01 14 00 Page 2 interferes with access through, or use of facilities or areas including utilities, Energy Monitoring and Control Systems (EMCS), parking lots, generators, roads, or airfields.

c. Request for an interruption shall be submitted in writing at least fifteen (15) days in advance of the date desired and includes at least one alternate date. Include the following information: Location(s) of interruption(s), hours and dates of interruption(s), which services are affected and which facilities are affected. Contractor is cautioned that outages may not be granted on the date(s) requested.

Contractor shall notify the Contracting Officer at least seven (7) days in advance of any cancellation of any scheduled interruption.

Services shall not be interrupted until receipt of approval of proposed hours and dates are received from the Contracting Officer.

d. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required paragraph WORK OUTSIDE REGULAR HOURS.

e. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

f. Interruption to water, storm sewer, and electric service are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are further limited to hours determined by the Contracting Officer. This time limit includes time for deactivation and reactivation.

g. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

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SECTION 01 30 00.20 50

ADMINISTRATIVE REQUIREMENTS

10/06

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00.00 50 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

1.2 NOT USED

1.3 SUPERVISION

Contractor shall have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.

1.4 AVAILABILITY OF CADD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files will be made available to the Contractor for use in preparation of construction data related to the referenced contract subject to the following terms and conditions. Request specific drawing numbers of files required; the entire set of drawing files will not be provided.

Data contained on these electronic files shall 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 Government. The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, SECTION 01 30 00.20 50 Page 1 including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic CADD drawing files are not construction documents.

Differences may exist between the CADD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CADD files, nor does it make representation to the compatibility of these files with the Contractors hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished CADD files, the signed and sealed construction documents shall govern. The Contractor is responsible for determining if any conflict exists. Use of these CADD 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 and/or modifies these electronic CADD files for use in producing construction data related to this contract, all previous indicia of ownership (seals, logos, signatures, initials and dates) shall be removed.

1.5 ELECTRONIC MAIL (E-MAIL) ADDRESS

The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats.

Within 10 days after contract award, the Contractor shall provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes, terrorist threats, etc.

Multiple email address will not allowed.

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

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SECTION 01 30 00.20 50 Page 2

SECTION 01 31 19.00 50

PROJECT MEETINGS

04/06

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00.00 50 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

A Project Submittal Schedule shall be submitted in accordance with paragraph entitled, "Project Meetings," of this section.

The Contractor shall submit a Monthly Progress Report at the first meeting of each month.

1.2 PRECONSTRUCTION CONFERENCE

1.2.1 Scheduling

After award of the construction contract and prior to the start of any construction work, the Contracting Officer (CO) will schedule and conduct a preconstruction conference. The Contractor's Project Manager, Superintendent/Quality Control System Manager shall attend this meeting.

The Contractor is encouraged to have an officer of his company (Project Manager could be this person) and representation from each of his sub-contractors at the conference. This conference will be held at a location and time as specified by the CO.

1.2.2 Purpose

The purpose of this preconstruction conference is to enable the CO to outline the procedures that will be followed by the Government in its administration of this construction contract and to discuss the performance that will be expected from the Contractor. This conference will allow the Contractor an opportunity to ask questions about the Government's supervision and inspection of contract work, about security requirements, regulations, etc. The CO may invite Using Service personnel and any other Government personnel to attend this conference.

1.2.3 Discussion Items

The following is a list of items for discussion during the preconstruction conference. However, the Contracting Officer may include additional items for discussion as conditions and the work require.

a. Authority of the Area/Resident Engineer and organization of the Area/Resident office.

b. Contractor's Progress Schedule.

SECTION 01 31 19.00 50 Page 1

c. Correspondence Procedures.

d. Contractor Labor Standards Provisions.

e. Contract Modifications and Administrative Procedures.

f. Contractor's Administrative, Laydown and Storage Areas.

g. Procedures for Processing Submittals.

h. Payment Estimate Data and Procedures.

i. Contractor Utilities.

j. Security Requirements and Other Regulations, if applicable.

k. Government Furnished Equipment, if applicable.

l. Disposition of Salvage Property.

m. Contractor Insurance Requirements.

n. Value Engineering Program.

o. Contractor Performance Evaluation.

p. As-Built Drawings.

q. Single Point of Contact for Warranty of Construction.

r. Turnover of Completed Facilities.

1.3 PROJECT MEETINGS

The Contractor shall schedule weekly progress meetings to be held at the contract site or the Civil Engineering facility to report progress and inform government of upcoming work. A government representative must be in attendance at each weekly meeting. The Contractor's Superintendent shall attend scheduled project meetings. Subcontractor representatives shall also attend.

A Monthly Progress Report, shall be submitted with the progress schedule, and shall address potential factors of delay, deficiencies, material delivery schedules, submittals, and safety issues.

A Project Submittal Schedule shall be submitted showing full coordination with the project schedule. All products and tests under each submittal number shall be prioritized and linked to the progress schedule.

1.4 OTHER MEETINGS

Other meetings are or may be scheduled to be held after the Preconstruction Conference, and such meetings may include the following:

a. Accident Prevention Safety Plan

b. Quality Control Plan.

SECTION 01 31 19.00 50 Page 2

c. Environmental Protection Plan.

d. Warranty Management Plan (Post Construction Warranty Conference)

1.5 FACILITY MEETINGS

The Facility may also schedule meetings with the Contractor through the CO during the progress of construction work.

1.6 MINUTES OF MEETINGS

The Contractor will prepare minutes of the meeting and will provide the Government with a signed original for review and concurrence. The minutes shall include all items discussed at the meeting and the Government will make all corrections provided by the Contractor and resubmit the corrected minutes to the Contractor within seven days.

1.7 Warranty Management Plan

The Contractor shall provide a Warranty Management Plan, not less than 30 days prior to the Post-Construction Warranty Conference. As a minimum, include a table, showing the requirements, and attach certificates:

a. List of warranties provided.

b. List of equipment, names of manufacturers and suppliers and phone numbers.

c. Period of warranties and Start Date.

d. List of Extended Warranties.

e. Warranty Certificates.

f. Single Point of Contact for Warranty of Construction.

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SECTION 01 32 16.00 20

PROJECT SCHEDULE

08/18

PART 1 GENERAL

1.1 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 00.00 50 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Baseline Construction Schedule

1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT

Prior to the start of work, prepare and submit to the Contracting Officer a Baseline 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 approval of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting demolition work 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 Construction Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets 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).

1.3 SCHEDULE FORMAT

1.3.1 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.

1.3.2 Schedule Submittals and Procedures

Submit 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.

SECTION 01 32 16.00 20 Page 1

1.4 3-WEEK LOOK AHEAD SCHEDULE

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

Additionally to be discussed upcoming outages, closures, preparatory meetings, and initial meetings. Identify of critical path activities on the 3-week look ahead. The 3-week look ahead will be discussed during the weekly progress meeting. The contracting office may require the detail

3-week work plan to be submitted on a separate electronic spreadsheet program and a hard copy printed 8-1/2 x 11 inch sheets.

1.5 CORRESPONDENCE AND TEST REPORTS:

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. Test reports (e.g., concrete, soil compaction, weld, pressure) must reference Schedule Activities that are being addressed.

1.6 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.

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SECTION 01 33 00.00 50

SUBMITTAL PROCEDURES

03/04

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal

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

1.1.2 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by SD numbers and titles as follows.

SD-01 Preconstruction Submittals

List of proposed subcontractors List of proposed products Construction Progress Schedule Submittal register Activity Hazard Analysis Design Network Analysis Schedule Health and safety plan Work plan

Quality control plan

Environmental protection plan Accident Prevention Plan (APP) Activity Hazard Analysis (AHA) Crane Critical Lift Plan

SD-02 Shop Drawings

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

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

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

SD-03 Product Data

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

SECTION 01 33 00.00 50 Page 1

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

SD-04 Samples

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

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

Field samples and mock-ups constructed on the project site establish standards by which the 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

Calculations, analyses or other data pertaining to a part of work.

SD-06 Test Reports

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

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

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

Investigation reports.

Daily checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

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

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

Confined space entry permits.

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SD-08 Manufacturer's Instructions

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

SD-09 Manufacturer's Field Reports

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

Factory test reports.

SD-10 Operation and Maintenance Data

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

SD-11 Closeout Submittals

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

1.1.3 Approving Authority

Office authorized to approve submittal.

1.1.4 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

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

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section

01 33 00.00 50 SUBMITTAL PROCEDURES:

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.3.1 Government Approved

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer. Within the terms of the Contract Clause entitled "Specifications and Drawings for Construction," they are considered to be "shop drawings."

SECTION 01 33 00.00 50 Page 3

1.3.2 Information Only

All submittals not requiring Government approval will be for information only. They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above. All submittals not requiring Government approval will be for information only.

1.4 APPROVED SUBMITTALS

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

Approval will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work. After submittals have been approved by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.5 DISAPPROVED SUBMITTALS

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

1.6 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

PART 2 PRODUCTS (NOT USED)

PART 3 GENERAL

As required by paragraph 3.6.1, all submittals designated for Government Approval shall be submitted within 30 calendar days prior to construction.

The Contractor shall make submittals as required by the specifications.

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals shall be the same as those used in the contract drawings. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to submittal, all items shall be checked and approved by the Contractor's Quality Control (CQC) System Manager and each item shall be stamped, signed, and dated by the CQC System Manager indicating action taken.

Proposed deviations from the contract requirements shall be clearly identified. Submittals shall include items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves;

test reports; test cylinders; samples; O&M manuals (including parts list);

certifications; warranties; and other such required submittals.

Submittals requiring Government approval shall be scheduled and made prior to the acquisition of the material or equipment covered thereby. Samples

SECTION 01 33 00.00 50 Page 4 remaining upon completion of the work shall be picked up and disposed of in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

3.1 SUBMITTAL REGISTER

At the end of this section is a submittal register showing items of equipment and materials for which submittals are required by the specifications; this list may not be all inclusive and additional submittals may be required. The Contractor shall maintain a submittal register for the project. The Government will provide the initial submittal register in electronic format. Thereafter, the Contractor shall maintain a complete list of all submittals, including completion of all data columns. Dates on which submittals are received and returned by the Government will be included in its export file to the Contractor. The Contractor shall track all submittals.

3.2 Government Review Scheduling

Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently. Certifications to be submitted with the pertinent drawings shall be so scheduled. Adequate time (a minimum of 30 calendar days exclusive of mailing time) shall be allowed and shown on the register for review and approval. No delay damages or time extensions will be allowed for time lost in late submittals. An additional 30 calendar days shall be allowed and shown on the register for review and approval of submittals for food service equipment and refrigeration and HVAC control systems.

3.2.1 Pre-Construction Submittal Scheduling

Pre-Construction submittals shall be scheduled and shown on the submittal register to allow a minimum of 30 calendar days (exclusive of mailing time) for review and approval. No delay damages or time extensions will be allowed for time lost in late submittals.

3.3 NOT USED

3.4 SUBMITTAL PROCEDURES

Submittals shall be made as follows:

3.4.1 Procedures

All samples of materials submitted as required by these specifications shall be properly identified and labeled for ready identification, and upon being certified, stored at the site of the work for jobsite use until all work has been completed and accepted by the CO. The Contractor will submit to the Contracting Officer for approval PDF copies of

SECTION 01 33 00.00 50 Page 5 all submittals.

3.4.2 Deviations

The Contractor shall 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.

3.5 CONTROL OF SUBMITTALS

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

3.6 GOVERNMENT APPROVED SUBMITTALS

Upon completion of review of submittals requiring Government approval, the submittals will be identified as having received approval by being so stamped and dated. PDF copies of the submittal will be retained by the Contracting Officer and 1 copy of the submittal will be returned to the Contractor.

3.6.1 Submission of Government Approved Submittals

As soon as practicable after notice to proceed, but not later than 30 calendar days after notice to proceed, the Contractor shall forward to the Contacting Officer all copies of submittals designated for Government approval(G). Submittals shall be as required in the technical sections of this specification, including shop drawings, product data, and samples.

Submittal types SD-06 (test Reports), SD-09 (Manufacturers Field Reports, SD-10 (Operations and Maintenance Data), and SD-11 (Closeout Submittals) need not be submitted within this 30 day limit; These submittal types shall be submitted by the dates/times established in the specifications.

3.7 INFORMATION ONLY SUBMITTALS

The Contractor shall submit PDF copies of all submittals specifically marked for information only (FIO). 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.

3.8 STAMPS

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

SECTION 01 33 00.00 50 Page 6

| CONTRACTOR |

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

| SIGNATURE: __________________________________________________________ |

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

SECTION 01 33 00.00 50 Page 7

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01 14 00 SD-01 Preconstruction Submittals List of Contact Personnel 1.3.2.1 G

01 30 00.20 50 SD-01 Preconstruction Submittals

01 31 19.00 50 SD-01 Preconstruction Submittals Project Submittal Schedule 1.3 Monthly Progress Report 1.3

01 32 16.00 20 SD-01 Preconstruction Submittals Baseline Construction Schedule 1.2

01 35 26.00 50 SD-01 Preconstruction Submittals Accident Prevention Plan (APP) 1.6

Crane Critical Lift Plan 1.6.1 G Crane Plan 1.15 G Crane Operators 1.5.1.2 G

SD-06 Test Reports Crane Reports 1.11.3

SD-07 Certificates Confined Space Entry Permit 1.8 Hot work permit 1.8 Certificate of Compliance 1.11.4

01 45 04.00 50 SD-01 Preconstruction Submittals Quality Control Plan 3.2

01 57 20.00 10 SD-01 Preconstruction Submittals Environmental Protection Plan 1.9

01 74 19.00 50 SD-01 Preconstruction Submittals Waste Management Plan 1.3 G

SUBMITTAL REGISTER CONTRACT NO.

TITLE AND LOCATION

REPAIR FIRE TRAINING FACILITY, BUILDING 8005

CONTRACTOR

A C T I V I T

Y N O

T R A N S M I T T A L

N O S P E C

S E C T DESCRIPTION ITEM SUBMITTED

P A R A G # R A P H

G O V C T L A O S R S I A F / I E C A R T E I V O W N R

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01 78 02.00 50 SD-02 Shop Drawings As-Built Drawings 1.2.1 G

SD-03 Product Data As-Built Record of Equipment 1.2.2 G and Materials Warranty Management Plan 1.3.1 G Warranty Tags 1.3.5 Final Cleaning 1.6

02 41 00 SD-01 Preconstruction Submittals Demolition Plan 1.2.1 G Existing Conditions 1.10

SD-07 Certificates Notification 1.6 G

03 30 00 SD-01 Preconstruction Submittals Laboratory Accreditation 1.6.5 G

SD-02 Shop Drawings Reinforcing Steel 1.6.2.1 G

SD-03 Product Data Joint Sealants 2.4.7 Joint Filler 2.4.6 Materials for Forms 2.1 Cementitious Materials 2.4.1 Concrete Curing Materials 2.3.3 Reinforcement 2.5 Admixtures 2.4.5 Waterstops 2.2.1

SD-05 Design Data Mix Design 2.3.1 G

SUBMITTAL REGISTER CONTRACT NO.

TITLE AND LOCATION

REPAIR FIRE TRAINING FACILITY, BUILDING 8005

CONTRACTOR

A C T I V I T

Y N O

T R A N S M I T T A L

N O S P E C

S E C T DESCRIPTION ITEM SUBMITTED

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03 30 00 SD-06 Test Reports Concrete Mix Design 1.6.1.1 G Fly Ash 1.6.3.1 Pozzolan 1.6.3.1 Ground Granulated Blast-Furnace 1.6.3.2 Slag Aggregates 2.4.3 Compressive Strength Tests 3.12.2.3 G Slump Tests 3.12.2.1 Water 2.4.2

SD-07 Certificates Reinforcing Bars 2.5.1

SD-08 Manufacturer’s Instructions Curing Compound 2.3.3

05 50 13 SD-02 Shop Drawings Ground Burner Housing 2.1.2 G

SD-03 Product Data Floor Gratings 2.3 G

09 90 00 SD-03 Product Data Coating 2.1

SD-04 Samples Color 1.9

SD-07 Certificates Applicator's Qualifications 1.3 SSPC QP-1 Certification 1.3.2 G Qualification Testing 1.4.1.2

SD-08 Manufacturer’s Instructions Application Instructions 3.2.1 Mixing 3.4.2 Manufacturer's Safety Data 1.7.2 Sheets

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SUBMITTAL REGISTER CONTRACT NO.

TITLE AND LOCATION

REPAIR FIRE TRAINING FACILITY, BUILDING 8005

CONTRACTOR

A C T I V I T

Y N O

T R A N S M I T T A L

N O S P E C

S E C T DESCRIPTION ITEM SUBMITTED

P A R A G # R A P H

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09 90 00 SD-10 Operation and Maintenance Data Coatings 2.1

09 97 13.27 SD-05 Design Data Containment System 1.4.4.1

SD-06 Test Reports Joint Sealant Qualification Test 1.4.5.1 Reports Coatings Qualification Test 1.4.5.2 Reports Metallic Abrasive Qualification 1.4.5.3 Test Reports Coating Sample Test Reports 3.1.2 Inspection Report Forms 3.8.2.2 Daily Inspection Reports 3.8.2.3

Recycled Metallic Abrasive Field 1.4.5.4 Test Reports (Daily and Weekly)

SD-07 Certificates Contract Errors, Omissions, and 1.4.1 Other Discrepancies Corrective Action Procedures 1.4.2.1 Coating Work Plan 1.4.3 Qualifications of Certified 1.4.6.1 Industrial Hygienist (CIH) Qualifications of Certified 1.4.6.2 Protective Coatings Specialist

(PCS)

Qualifications of Coating 1.4.6.3 Inspection Company Qualifications of QC Specialist 1.4.6.4 Coating Inspector

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SUBMITTAL REGISTER CONTRACT NO.

TITLE AND LOCATION

REPAIR FIRE TRAINING FACILITY, BUILDING 8005

CONTRACTOR

A C T I V I T

Y N O

T R A N S M I T T A L

N O S P E C S E C T

G O V C T L A O S R S I A F / I E C A R T E I V O W N R

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09 97 13.27 SD-07 Certificates Qualifications of Testing 1.4.6.5 Laboratory for Coatings Qualifications of Coating 1.4.6.6 Contractors Joint Sealant Materials 1.4.6.7 Coating Materials 1.4.6.8 Coating System Component 1.4.6.9 Compatibility Non-metallic Abrasive 1.4.6.10

SD-08 Manufacturer’s Instructions Joint Sealant Instructions 1.5.1 Coating System Instructions 1.5.2

Job Site References 1.8 G SD-11 Closeout Submittals

09 97 13.27 Inspection Logbook 3.8.2.4 G

13 12 01 SD-03 Product Data Doors 1.1 G Smoke Cabinet 1.2.1 G Smoke Fan 1.2.1 G Burn Room Liner 14 ft 1.2.2 G Burn Room Liner 12 ft 1.2.3 G

Roof System 1.2.4 G Guard Rail 1.2.5 G Steel Doors 1.2.6 G External Alarm 1.2.7 G SS Insulating System 1.3 G Temp Monitoring System 1.4 G General Warranty 2.2.1 G Insulation Warranty 2.2.2 G

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TITLE AND LOCATION

REPAIR FIRE TRAINING FACILITY, BUILDING 8005

CONTRACTOR

SUBMITTAL FORM , JAN 96 PREVIOUS EDITION OBSOLETE PAGE 5 OF 12 PAGES

SD-07 Certificates

Manufacturers Qualifications 2.3.1.1 G

Installer Qualifications 2.3.1.2 G

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13 12 01 SD-10 Operations and Maintenance Data

3.5 G O&M Data and Training

22 00 00 SD-02 Shop Drawings Plumbing System 3.4.1 G

SD-03 Product Data Welding 1.5.1 Plumbing System 3.4.1 Tests, Flushing and…