Update_LGB Console Modernization SOW and Specifications.pdf

CONSOLE MODERNIZATION February 28, 2022

LONG BEACH, CALIFORNIA

TABLE OF CONTENTS 00010-1

DOCUMENT 00010- TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SCOPE OF WORK

01030 SPECIAL PROVISIONS

01041 JOB MANAGEMENT

01250 CONTRACT MODIFICATION PROCEDURES

01300 SUBMITTAL PROCEDURES

01595 SAFETY AND HEALTH

01770 CLOSEOUT PROCEDURES

DIVISION 09 – FINISHES

09 68 13.10 CONDUCTIVE TILE FLOORING

DIVISION 12 – METAL CASEWORK

12 31 20 MANUFACTURED METAL CASEWORK FOR CABS

& TRACONS

DIVISION 16 - ELECTRICAL

16050 BASIC ELECTRICAL MATERIALS AND METHODS

16100 RACEWAYS, BOXES AND CABINETS

16120 WIRES AND CABLES

16140 WIRING DEVICES

16190 SUPPORTING DEVICES

16195 ELECTRICAL IDENTIFICATION

16452 GROUNDING

END OF DOCUMENT 00010

LGB ATCT Controller Consoles

PART I - SECTION C

SCOPE OF WORK

Replacement Slat Wall Cab Consoles Airport Traffic Control Tower – Long Beach Airport

Long Beach, CA (LGB ATCT)

1 General These specifications, together with the referenced specifications, standards, codes and drawings included in the Contract Documents cover the requirements of the Federal Aviation Administration for furnishing all labor, equipment, tools, supplies and materials and their use in connection with modernization of the Long Beach Airport Traffic Control Tower (LGB ATCT) Tower Cab. A preliminary layout of the cab is also provided as part of the scope of work and consists of a Sketch Up model with a preliminary layout of the cab and equipment that will form the basis of bid for determining equipment type and location, numbers of mounts, and types of mounts.

2 General Requirements

2.1 Intent of specification

All plant, labor, material, equipment, supplies and transportation required to perform the work shall be furnished by the Contractor. All material not specifically indicated as furnished by the Government in the Solicitation shall be furnished by the Contractor. All work performed and all materials and equipment used shall be approved by the Contracting Officer's Representative (COR). This shall include, but not be limited to, testing, inspection, scheduling, reporting, submittals, and disposal of materials. The term construction, when used in this document, shall refer to the construction of new features required to complete the work.

2.2 Titles

Titles to divisions and sections of the specifications and notes and titles on drawings referring to subcontractors, division of work by trade or type of work, are introduced merely for convenience in reading the specifications and drawings and to not imply any separate contractual arrangements or work assignments. Such separations into titled divisions and sections shall not operate to make the Government an arbiter to establish subcontract limits between the Contractor and subcontractors, or between the subcontractors themselves.

2.3 Applicable documents

All FAA, military, federal, industrial, and other standards, specifications, and codes referenced in the following divisions form a part of these specifications and are applicable to the extent specified herein.

For all electrical work, contractor to adhere to NEC, as well as FAA standards 1217H and 19f

2.4 Verification

The construction of this facility shall be in accordance with the drawings and specifications. The Contractor shall not use dimensions scaled from drawings. All dimensions shown on the drawings shall be verified by the Contractor by actual measurements in the field. The Contractor shall coordinate any discrepancies encountered in laying out the work with the COR for a determination.

2.5 Background

The existing Long Beach Air Traffic Control Tower (LGB ATCT) was commissioned in 1970 and has a five sided tower shaft. The cab is 5 sided with an approximate area of 450 SF. The cab floor is concrete.

The perimeter of the cab has a continuous floor penetration to the junction level below that runs around about a third of the cab. The facility is located at 3601 E Spring St Long Beach, CA 90806. It is leased and operated by the Federal Aviation Administration (FAA).

The LGB ATCT is staffed from 6am to 12pm daily and categorized as a Level 8 facility. The Cab has 10 controller positions, which are:

1. Sup/CIC

2. FD Flight Data

3. CD1 Clearance & Delivery 1

4. GC1 Ground Control 1

5. GC2 Ground Control 2

6. LC2 Local Control 2

7. LA2 Local Assist 2

8. LA1 Local Assist 1

9. LC1 Local Control 1

10. Cab Coordinator

3 Scope of Work Work includes, but is not limited to:

A. Design of new slatwall console system for ten controller positions in the tower cab. Design must proceed through phases, with 45%, 70%, and 100% Design Submittals and Review

B. Demolition of existing perimeter consoles and center turret C. Fabrication and installation of new perimeter slatwall consoles, mounts, miscellaneous accessories, and appliances. All consoles are to be secured per the IBC for seismic design (assume I factor 1.5)

D. Replacement of convenience sink, counters, cubbies, and millwork in cab E. Removal of outlets, jacks, and plugmolds that may interfere with slatwall installation (See

“Existing Electrical Drawings”). Replace receptacles inside consoles with new twist lock receptacles and provide power strips. Reuse existing conduits to provide power for new consoles where available. Remove outlets and jacks along wooden backsplash and provide new receptacles and jacks along galley/countertop backsplash.

F. Replace and rewire light/dimmer switches in cab G. Remove and replace multipoint ground plate in junction level. Connect new metal console busbars to new multipoint ground. Replace current single lug grounding connections with double lug connections.

H. Mount Cab shade pulleys and hardware currently mounted to old consoles to new slat wall locations.

I. Provide temporary power outlets for transition/installation.

J. Provide and install new ESD carpet in Cab K. Provide Electronic copies of shop drawings and plans. Drawings and plans must be in DWG format.

L. With the FAA, implement the transition plan provided by the FAA to accomplish said work in such a way that the existing Air Traffic Operations can continue during the towers operational hours in the existing ATCT cab. “LGB Transition Plan & Drawings” is a living document and can be updated throughout the project. Changes to the transition plan will be discussed and implemented during the design and construction process.

3.1 Design Parameters

FAA (Engineering services) will serve as the point of contact for this project. The technical point of contact will be designated at the time of award.

The FAA intends to have the console manufacturer manage and do all the work associated with the console modernization including the turnkey services mentioned in this specification and the drawings attached.

Please note that only FAA employees will remove and replace existing electronic equipment affected by the cab console replacement. Also, any electrical work involving a shutdown of electrical panels or breakers will have to be coordinated with the FAA RE a minimum of 48 hours in advance. Electrical panel shut downs will be the sole responsibility of FAA personnel and contractor/manufacturer is not permitted to perform this task.

The desired console features and design components are listed below, but are not limited to:

Perimeter Consoles

1. Full depth free standing consoles with slatwall and CPU storage.

2. All metal framing and facing

3. Maximum slatwall height cannot be higher than the existing configuration. Slatwall installation must not obstruct view through cab windows.

4. Consoles shall conform to the existing cab by design/fabrication and/or on site adjustment.

5. Cable management for power and control cables for mounted equipment and pass through cables

6. Separate, continuous interior raceway systems for each console/cabinet unit for power and data wiring.

7. Preformed cutouts and clear paths for power conduits and receptacles both inside and in the toe-kicks of the consoles.

8. Designed and fabricated in standard sections/widths to the maximum extent possible

9. Provide one dimmable gooseneck LED task light at each position.

10. Added wear protection for leading edges

11. Ground bar system

12. Vendor will provide continuous solid surface writing surface with ¼” ESD Plexiglas/inset and slide out tray at each of the operation perimeter positions

a. Worksurfaces shall be constructed with 1 1/8” particle board core with high pressure laminate on the top surface

b. The worksurface shall be a minimum of 16” deep

c. Work Surface shall match height of current existing work surface

d. Worksurface shall have a recessed acrylic inlay minimum ¼” thick

e. Worksurface must have room underneath to accommodate installation of headset jackboxes

13. Consoles shall have lockable “Lift Off Hoods” to provide full and open access to power outlets, ground bars, cable trays and CPU area.

14. Toe kick louvers shall provide an airflow path to insure proper, passive ventilation.

15. The toe kick shall include accommodations for optional foot pedal jacks and front accessed duplex outlet.

16. Foot well LED lighting

17. Closure/end panels where system console meets a separate and different type of equipment/cabinetry

18. Use existing floor penetrations where possible. New floor penetrations shall be approved by COR.

19. Equipment positions on new slatwall is shown in “Sketchup Model.” In general equipment is to remain in the same position/area on new slatwall console installation. Any dead space between back of slatwall/console and wall will be covered with metal panels that can be readily removed for maintenance access.

CIC Turret/Table

1. Provide swivel mounts for displays and accessories. Provide arm mount for voice switch and corresponding equipment.

2. Provide one dimmable gooseneck LED task light.

3. Provide grounding bar system and power outlet system

4. Provide cable tray pullouts for keyboard(s).

5. Coordinate with existing cable routing to move CIC/Supervisor position from middle console to area shown on Sketchup Model

6. Install steel plate over uncovered area behind CIC. Demo HVAC ducting and reroute plumbing as necessary to install CIC turret. HVAC ducting in that area is currently abandoned in place.

7. Provide new countertop, doors, and finishes for center console area once CIC turret/position has been moved.

Convenience/Kitchen Unit

1. Designed to accommodate microwave oven (Reuse current), coffee maker (reuse current), under counter refrigerator (Contractor provided per item, 6 below), under mount sink and kitchen faucet (Contractor provided, 3 below), bubbler and water chiller (Contractor provided, 4 below).

2. Continuous solid surface countertop complete with side and back splash rails and sink opening.

Finished height shall be 32” AFF (Height may change during design).

3. Under counter mounted stainless steel sink with hot and cold water gooseneck faucet. Contractor to provide and install sink and faucet. Sink and refrigerator location moved to suit air traffic needs.

Plumbing to be rerouted as necessary by the contractor.

4. Water chiller unit with drinking bubbler and corresponding cabinet opening, power, and required ventilation. Contractor to provide bubbler and water chiller. Assume like for like.

5. Drawers and shelving for general storage. Drawer above wiring/cable penetration must be easily removable for maintenance access.

6. Under counter compact refrigerator cabinet with power and required ventilation. New refrigerator to be provided by contractor and be minimum 4 cubic feet.

7. Removable doors/panels to provide access to power and control cabling, sink, water supply lines, chiller, drain lines, and power feeds.

8. New receptacles along backsplash for kitchenette equipment and computer equipment along galley.

Miscellaneous Millwork & Metal Components

1. Supply complete, cut and finished cabinets and cubbies to replace existing storage units currently in cab. Storage to accommodate the existing binders in the cab (approximately 8 linear feet of 3 ring binders), drawers (two file cabinet drawers and three 8” x 12” x 18” deep drawers). Cubbies to be approximately 4” x 7” x 10” with 24 places. The unit for the Cubbies is to be a standalone unit located in the lobby leading up to the cab.

Component Design

1. The console design shall conform to the existing LGB ATCT cab structure and allow the consoles to be sized in such a way as to match the dimensions of the tower cab to produce a maximum gap of ½” between console and structure. Where physical dimensions prevent vendor from meeting this requirement, cover plates shall be provided to cover gap.

2. The individual console module widths are flexible although standard width units are preferred.

Each piece shall be independent, stand on its own, and not require adjacent units for stability.

3. All console sections shall be equipped with ground bars complete with two-hole lug braided jumpers to tie all consoles together after installation. Ground bars shall be 12” long by 2” tall by ¼” thick with 10-32 threaded holes every 2” on center.

4. All console sections shall be grounded to Multipoint Ground Plate.

5. Power for all console sections shall be fed from existing circuits located in power panels on the sub junction level just below the cab. All jacks, duplexes, twist locks, junction boxes, and plug molds that must be altered for the installation of the slatwall consoles shall be replaced in kind.

Surface Finish Options

1. Exposed painted metal surfaces shall be finished with a flat black colored textured powder coat finish

2. Vendor shall assume writing surfaces to be laminate with plexiglass inlay.

3. Install stainless steel or equally durable finish on the leading edge of the base cabinet to resist wear from footrest traffic

4. Countertops shall be solid surface such as Corian or another approved material. Color shall be coordinated and approved by the COR.

The vendor shall supply slatwall equipment enclosures, mounts, and accessories for the various pieces of FAA equipment as listed on the Equipment Listing and corresponding drawing.

The console supplier shall design, mock up, fabricate, inspect, and install the complete console configuration for the LGB ATCT by April 30th, 2023. Upon completion of this project, the perimeter consoles, center console, kitchenette, millwork, flooring, electrical, and miscellaneous mounts, arms, and enclosures for each piece of equipment specified herein, or on separate drawings or equipment lists shall be complete, functional, free of defects/scratches, and ready to use.

4.0 Miscellaneous

The supplier shall coordinate the design with the Federal Aviation Administration (FAA) per the requirements set forth in this specification, equipment listing, and attached drawings. The drawings provided by the FAA show the existing cab layout. These drawings are provided as general information only and are not to scale. It is the supplier’s responsibility to verify all dimensions and design the slatwall console system in such a way as to provide maximum durability and design flexibility for the intended service life while considering the operational and ergonomic requirements of a typical ATCT cab environment.

As part of the design, the contractor will work with FAA personnel to identify and break up the installation into phases. A Transition Plan is provided, but will be fine-tuned during design process.

These phases will be reflected in the design package and be incorporated into the final installation schedule.

4.1 Mock Up

After 100% design package has been submitted, vendor shall prepare a temporary full scale mock-up of each position in its final configuration within 40 miles of LGB ATCT. Mockup to include all base cabinets, case work (either final or mock up), one representative of each equipment mount, writing surfaces (either final or plywood mockups), and countertops (either final or foam board mockups). An FAA team will inspect and provide comments prior to fabrication. Assembly shall include chairs. Chairs will not be a requirement in the final installation of the slatwall consoles. Mock-up must be able to demonstrate design features and equipment capabilities.

Fabrication to follow based on final submittal and mock up approval. The vendor is responsible for full fabrication, delivery, storage, and security of all parts and equipment.

LONG BEACH ATCT & BASE BUILDING (LGB)

SPECIAL PROVISIONS 01030-1

SECTION 01030 - SPECIAL PROVISIONS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section Consists of Special Provisions Required for this Project.

B. Design and installation shall be in accordance with practice of IBC 2006.

C. The Long Beach Airport Traffic Control Tower operates from 6:15am to 11:45pm, 7-days a week. It will be necessary to coordinate construction activity so as not to interfere with functions of the FAA or Long Beach Airport. Loss of FAA equipment for any amount of time will jeopardize safety of the flying public and may result in criminal charges against the Contractor.

1.2 JOB CONDITIONS

A. Written notification of any planned shut-down of existing facilities and/or utilities which may affect airport or FAA operations, shall be provided to COR 10 working days (14 calendar days) in advance of such a shut-down.

B. Existing equipment indicated to remain shall be operational at all times during the renovation.

1.3 TRANSITION PLAN

A. Do not perform any work which will require shutting down any services without an approved Transition Plan.

B. The Contractor will develop with the FAA a Transition Plan consisting of a written report describing the phasing necessary to install the new consoles. In general, the transition plan will consist of a preparatory phase, a phase for each position in the cab, a phase for the area with the cab support items (Sink, Refrigerator, etc), and a follow on phase for the remaining work (Carpet, shades, etc). Include action to be taken in case of emergencies, and an alternate plan that can be employed in the event that the original schedule cannot otherwise be met. The Contracting Officer’s Technical Representative (COR) must approve the plan prior to any work being performed.

C. Shutdowns shall be coordinated with the operations of Long Beach Airport Traffic Control

Tower and approved by the COR in all circumstances, and shall be scheduled in a manner to create the minimum amount of interference with existing FAA or airport facility operations.

When shutdowns are necessary and have been approved by the COR, employ additional labor and work overtime as necessary to restore the facilities to operation at the earliest possible time at no additional cost to the FAA. Work shall proceed continuously until all service is restored.

SPECIAL PROVISIONS 01030-2

1.4 HAZARDOUS MATERIAL CERTIFICATION

A. Asbestos containing materials (ACM) shall not be permitted for use on this Project.

1. Provide letters of certification for the project at completion, certifying that no asbestos was used.

B. Lead-free materials.

1. Provide letters of certification for the project at completion, certifying that only lead-free paints, plumbing materials and flashings were used.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Materials shall be as specified in the various sections of these specifications.

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 01030

JOB MANAGEMENT 01041-1

SECTION 01041 - JOB MANAGEMENT

A. Perform administrative job related requirements necessary for the proper conduct of the Work as indicated in this section and to comply with the General Conditions.

2.1 MATERIALS

A. Materials shall be in accordance with the requirements of the individual sections of these specifications.

2.2 MATERIALS CONTAINING ASBESTOS

A. No materials or products which contain asbestos in any form may be used on this project.

2.3 LEAD FREE PAINT, PLUMBING AND FLASHING MATERIALS

A. Only lead free paint, plumbing and flashing materials may be used on this project.

PART 3 - EXECUTION

3.1 FIELD MEASUREMENTS

A. Design/Builder, Installer and sub-contractors are responsible for making complete field measurements. Check all dimensions at the job site for components requiring fit to surrounding conditions. Check shop drawings and indicate the actual dimension available at all locations.

3.2 JOB SAFETY PROGRAM REQUIREMENTS

A. All on-site work under this Contract shall be performed in compliance with the requirements of all Federal and State Occupational Safety and Health laws and regulations as they apply to construction site activity.

1. Comply with applicable Occupational Safety and Health Standard (29 CFR 1910 and 1926) promulgated pursuant to authority of the Occupational Safety and Health Act of 1970.

2. Comply with any other applicable Federal, State, or local regulations governing workplace safety to the extent that they do not conflict with other clauses of this contract. If a conflict exists between sections of this Contract, the more stringent requirement takes precedence.

3. Take all other proper precautions to protect the safety and health of the Design/Builder’s employees, Federal Aviation Administration employees, and the public. Provide and maintain barricades, guard rails, covered walkways, lighting devices and other protective

JOB MANAGEMENT 01041-2

devices necessary to warn and protect the workmen and general public from hazards at the construction site.

B. A minimum of 15 days prior to the start of construction, the Design/Builder shall submit a preliminary Project Safety Program, and meet with the Contracting Officer’s Technical Representative (COR) to review the preliminary program and to discuss overall project safety requirements.

C. Prior to the start of construction activity, the Design/Builder shall revise the preliminary Project

Safety Program addressing FAA comments and provide FAA one copy of the final Project Safety Program. This program shall provide an aggressive action system by which hazardous conditions and unsafe practices shall be eliminated during the performance of this Contract. Installation work under this Contract shall not begin until the Project Safety Program has been approved by COR. Approval shall not relieve the Design/Builder of the responsibility for full compliance with all applicable statutory and regulatory requirements.

D. The Design/Builder shall have a Project Safety Director on site during all time when contract work is taking place. They shall be responsible for execution and enforcement of the Design/Builder’s approved Project Safety Program for this Contract. The Project Safety Director authority to stop work to abate hazardous conditions or unsafe practices, and to eject any Design/Builder, subcontractor, or vendor employee from the project site for failure to comply with safety requirements.

1. The Project Safety Director shall have a full understanding of the applicable Federal and state safety statutes and regulations.

F. All subcontracts and vendor purchase orders related to this project shall contain provisions requiring compliance with the Design/Builder’s approved Project Safety Program.

3.3 FIRE PROTECTION

A. Maintain fire extinguishers at construction site in sufficient number to adequately protect the structures during construction. Provide at least one fire extinguisher at each construction office.

Provide at least one fire extinguisher for welders or other trades using open flames in the execution of their work. Maintain “Fire Watch” personnel, with fire extinguisher in hand, during all welding/cutting or other open flame operations on, within, or near existing facility.

B. Maintain the telephone number of the local fire department. Keep number posted conspicuously near telephone.

3.4 ENVIRONMENTAL PROTECTION AND DUST CONTROL

A. The Design/Builder shall perform all work necessary to implement and accomplish a program to prevent environmental pollution and excessive dust during or as a result of console removal and installation performed under this contract.

B. The contractor shall submit to the FAA a dust control plan during any activity that can cause excessive dust in the cab environment. This includes cutting of wood or other fibrous materials or disturbing long dormant items that can cause dust to be released. The plan shall be submitted

JOB MANAGEMENT 01041-3

48 hours prior to the activity and should outline how the dust will be contained and prevented from contaminating the equipment or cab windows. The activity shall not start until the plan is approved and all provisions of the plan have been completed or implemented.

C. The contractor shall submit to the FAA the SDS of all items to be brought onto the site and maintain a book on site with theses SDS as required safety plan. In addition, the Design/Build Contractor will be required to implement a Control Plan for any item used in the cab that releases excessive VOC or odors into the cab. The plan shall be summited to the FAA 48 hours prior to the activity and should outline how VOC or Odor will be ventilated from the cab or otherwise neutralized. The activity shall not start until the plan is approved and all provisions of the plan have been completed or implemented

3.5 HANDLING OF HAZARDOUS MATERIALS

A. Hazardous material which has been identified and requires removal, encapsulation or other protection shall be performed only by qualified, independent asbestos and/or lead base paint abatement contractor(s) as part of this Design/Build Contract. Disposal of hazardous material resulting from this work shall be in accordance with applicable Federal, State and local regulations.

END OF SECTION 01041

CONTRACT MODIFICATION PROCEDURES 01250 - 1

SECTION 01250 - CONTRACT MODIFICATION PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section specifies administrative and procedural requirements for handling and processing Contract modifications.

1.2 MINOR CHANGES IN THE WORK

A. Contracting Officer’s Technical Representative (COR) will issue supplemental instructions authorizing Minor Changes in the Work, not involving adjustment to the Contract Sum or the Contract Time on forms approved by Government and Contractor.

1.3 PROPOSAL REQUESTS

A. FAA-Initiated Proposal Requests: COR will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.

1. Proposal Requests issued by COR are for information only. Do not consider them instructions either to stop work in progress or to execute the proposed change.

2. Within 14 calendar days after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change. Time period for submitting quotation may be extended if the requested work requires a new subcontract and not just a modification to an existing subcontract.

a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

c. Include an updated Contractor's Construction Schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

B. Contractor-Initiated Proposals: If latent or unforeseen conditions require modifications to the Contract, Contractor may propose changes by submitting a request for a change to Construction Manager.

1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time.

CONTRACT MODIFICATION PROCEDURES 01250 - 2

2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.

3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

4. Include an updated Contractor's Construction Schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01250

SUBMITTAL PROCEDURES 01300 - 1

SECTION 01300 – SUBMITTAL PROCEDURES

A. This Section includes administrative and procedural requirements for submittals required for performance of the Work, including the following:

1. Submittal schedule.

2. Shop Drawings.

3. Product Data.

4. Samples.

5. Quality assurance submittals.

6. Operation and Maintenance Manuals

B. Administrative Submittals: Refer to other Sections of the Contract Documents for requirements for administrative submittals. Such submittals include, but are not limited to, the following:

1. Permits.

2. List of subcontractors.

1.2 DEFINITIONS

A. Coordination Drawings show the relationship and integration of different construction elements that require careful coordination during fabrication or installation to fit in the space provided or to function as intended.

B. Mockups are full-size assemblies for review of construction, coordination, testing, or operation; they are not Samples.

C. COR: Contracting Officer’s Representative.

D. RE: FAA’s Resident Engineer.

E. PM: Project Manager providing Design/Build Services to FAA.

F. Critical Path Method (CPM): A method of planning and scheduling a construction project where activities are arranged based on activity relationships along the critical path of the project.

1.3 SUBMITTAL PROCEDURES

A. Coordination: Coordinate preparation and processing of submittals with design and installation activities. Transmit each submittal sufficiently in advance of performance of related activities to avoid delay.

1. Processing: To avoid the need to delay installation as a result of the time required to process submittals, allow sufficient time for submittal review, including time for resubmittals.

SUBMITTAL PROCEDURES 01300 - 2

a. Allow 15 work days for initial review. Allow additional time if the PM must delay processing to permit coordination with subsequent submittals.

b. If an intermediate submittal is necessary, process the same as the initial submittal.

c. Allow 15 work days for reprocessing each submittal.

d. No extension of Contract Time shall be authorized because of failure to transmit submittals to the PM sufficiently in advance of the Work to permit processing.

B. Submittal Preparation: Place a permanent label or title block on each submittal for identification. Indicate the name of the entity that prepared each submittal on the label or title block.

1. Provide a space approximately 4 by 5 inches on the label or beside the title block on Shop

Drawings to record the Contractor's review and approval markings and the action taken.

2. Include the following information on the label for processing and recording action taken.

a. Submittal number.

b. Project name.

c. Date.

d. Name and address of the Architect.

e. Name and address of the Contractor.

f. Name and address of the subcontractor.

g. Name and address of the supplier.

h. Name of the manufacturer.

i. Number and title of appropriate Specification Section.

j. Drawing number and detail references, as appropriate.

1.4 SUBMITTAL SCHEDULE

A. After development and acceptance of the Contractor's Schedule, prepare a complete schedule of submittals. Submit the schedule within 10 calendar days of the date required for submittal of the Contractor's Construction Schedule.

1. Prepare the schedule in chronological order. Provide the following information:

a. Scheduled date for the first submittal.

b. Related Section number.

c. Submittal category (Shop Drawings, Product Data, or Samples).

d. Name of the subcontractor.

e. Description of the part of the Work covered.

f. Scheduled date for resubmittal.

g. Scheduled date for the PM's final release or approval.

B. Schedule Updating: Revise the schedule after each meeting or activity where revisions have been recognized or made. Issue the updated schedule concurrently with the report of each meeting.

1.5 SHOP DRAWINGS

SUBMITTAL PROCEDURES 01300 - 3

A. Submit newly prepared information drawn accurately to scale. Highlight, encircle, or otherwise indicate deviations from the Contract Documents. Do not reproduce Contract Documents or copy standard information as the basis of Shop Drawings. Standard information prepared without specific reference to the Project is not a Shop Drawing.

B. Shop Drawings include fabrication and installation Drawings, setting diagrams, schedules, patterns, templates and similar Drawings. Include the following information:

1. Dimensions.

2. Identification of products and materials included by sheet and detail number.

3. Compliance with specified standards.

4. Notation of coordination requirements.

5. Notation of dimensions established by field measurement.

6. Sheet Size: Except for templates, patterns and similar full-size Drawings, submit Shop

Drawings on sheets at least 8-1/2 by 11 inches but no larger than 36 by 48 inches.

7. Initial Submittal: Submit drawings in PDF.

8. Final Submittal: If final submittal is required, submit in PDF file as well as native file submittal was produced in. If drawings require wet stamps, submit reproducible print with wet stamp.

9. Do not use Shop Drawings without an appropriate final stamp indicating action taken.

1.6 PRODUCT DATA

A. Collect Product Data into a single submittal for each element of construction or system.

Product Data includes printed information, such as manufacturer's installation instructions, catalog cuts, standard color charts, roughing-in diagrams and templates, standard wiring diagrams, and performance curves.

1. Mark each copy to show applicable choices and options. Where printed Product Data includes information on several products that are not required, mark copies to indicate the applicable information. Include the following information:

a. Manufacturer's printed recommendations.

b. Compliance with trade association standards.

c. Compliance with recognized testing agency standards.

d. Application of testing agency labels and seals.

e. Notation of dimensions verified by field measurement.

f. Notation of coordination requirements.

2. Do not submit Product Data until compliance with requirements of the Contract Documents has been confirmed.

3. Preliminary Submittal: Submit a preliminary single reproducible copy or pdf file of Product Data where selection of options is required.

4. Submittals: Submit pdf of each required submittal; submit 2 hard copies in addition where required for maintenance manuals.

a. Unless noncompliance with Contract Document provisions is observed, the submittal may serve as the final submittal.

SUBMITTAL PROCEDURES 01300 - 4

5. Distribution: Furnish copies of final submittal to installers, subcontractors, suppliers, manufacturers, fabricators, and others required for performance of construction activities. Show distribution on transmittal forms.

a. Do not proceed with installation until a copy of Product Data is in the Installer's possession.

b. Do not permit use of unmarked copies of Product Data in connection with construction.

B. Material Safety Data Sheets: Provide MSDS for products when required.

1.7 SAMPLES

A. Submit full-size, fully fabricated Samples cured and finished as specified and physically identical with the material or product proposed. Samples include partial sections of manufactured or fabricated components, cuts or containers of materials, color range sets, and swatches showing color, texture, and pattern.

1. Mount or display Samples in the manner to facilitate review of qualities indicated.

Prepare Samples to match the PM's sample. Include the following:

a. Specification Section numbers and reference.

b. Generic description of the Sample.

c. Sample source.

d. Product name or name of the manufacturer.

e. Compliance with recognized standards.

f. Availability and delivery time.

2. Submit Samples for review of size, kind, color, pattern, and texture. Submit Samples for a final check of these characteristics with other elements and a comparison of these characteristics between the final submittal and the actual component as delivered and installed.

a. Where variation in color, pattern, texture, or other characteristic is inherent in the material or product represented, submit at least 3 multiple units that show approximate limits of the variations.

b. Refer to other Specification Sections for requirements for Samples that illustrate workmanship, fabrication techniques, and details of assembly, connections, operation, and similar construction characteristics.

c. Refer to other Sections for Samples to be returned to the Contractor for incorporation in the Work. Such Samples must be undamaged at time of use. On the transmittal, indicate special requests regarding disposition of Sample submittals.

d. Samples not incorporated into the Work, or otherwise designated as the Government's property, are the property of the Contractor and shall be removed from the site after acceptance of that work, and prior to Substantial Completion.

3. Submittals: Submit 3 full set of choices where Samples are submitted for selection of color, pattern, texture, or similar characteristics from a range of standard choices.

SUBMITTAL PROCEDURES 01300 - 5

a. The PM shall review and return submittals with the PM's notation, indicating selection and other action.

5. Maintain sets of Samples, as returned, for quality comparisons throughout the course of installation.

a. Unless noncompliance with Contract Document provisions is observed, the submittal may serve as the final submittal.

b. Sample sets may be used to obtain final acceptance of the construction associated with each set.

1.8 QUALITY ASSURANCE SUBMITTALS

A. Submit quality-control submittals, including design data, certifications, manufacturer's instructions, manufacturer's field reports, and other quality-control submittals as required under other Sections of the Specifications.

B. Certifications: Where other Sections of the Specifications require certification that a product, material, or installation complies with specified requirements, submit a notarized certification from the manufacturer certifying compliance with specified requirements.

1. Signature: Certification shall be signed by an officer of the manufacturer or other individual authorized to sign documents on behalf of the company.

C. Inspection and Test Reports: Requirements for submittal of inspection and test reports from independent testing agencies are specified in individual sections of these Specifications and each written report shall include the following:

1. Date issued.

2. Project title and number.

3. Testing laboratory name, address, and telephone number.

4. Name and signature of laboratory inspector.

5. Data and time of sampling or inspection.

6. Record of temperature and weather conditions.

7. Date of test.

8. Identification of product and specifications.

9. Location of sample or test in the project.

10. Type of inspection or test.

11. Results of tests and compliance with Contract Documents.

12. Interpretation of test results, when requested by PM.

1.9 PROJECT MANAGER (PM) AND RESIDENT ENGINEER (RE) ACTION

A. The PM shall review each submittal, mark to indicate action taken, and return promptly.

1. Compliance with specified characteristics is the Contractor's responsibility.

2. The PM shall coordinate submittal reviews with the RE for all items indicated on the submittal schedule. The PM shall consolidate all review comments and resolve differences prior to distribution to subcontractors.

SUBMITTAL PROCEDURES 01300 - 6

B. Action Stamp: The PM shall stamp each submittal with a uniform, action stamp. The PM shall mark the stamp appropriately to indicate the action taken, as follows:

1. Final Unrestricted Release: When the PM marks a submittal "Approved," the Work covered by the submittal may proceed provided it complies with requirements of the Contract Documents. Final payment depends on that compliance.

2. Final-But-Restricted Release: When the PM marks a submittal "Approved as Noted," the Work covered by the submittal may proceed provided it complies with notations or corrections on the submittal and requirements of the Contract Documents. Final payment depends on that compliance.

3. Returned for Re-submittal: When the PM marks a submittal "Not Approved, Revise and Resubmit," do not proceed with Work covered by the submittal, including purchasing, fabrication, delivery, or other activity. Revise or prepare a new submittal according to the notations; resubmit without delay. Repeat if necessary to obtain different action mark.

a. Do not use, or allow others to use, submittals marked "Not Approved, Revise and

Resubmit” at the Project Site or elsewhere where Work is in progress.

4. Other Action: Where a submittal is for information or record purposes or special processing or other activity, the PM shall return the submittal marked "Action Not Required."

C. Unsolicited Submittals: The PM may return unsolicited submittals to the sender without action.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 – EXECUTION

3.1 SUBMITTAL SCHEDULE

A. Schedule of Submittals: Submittals (Schedules, MSDS’s, Manufacturer's Literature, Shop

Drawings, Samples, Test Reports, Certificates, Design Calculations, and Installation Instructions) are required for the items listed in the specifications or on the drawings.

Submittals for additional items not shown on this list, but identified in the specifications or on the drawings, are also required.

END OF SECTION 01300

SUBMITTAL PROCEDURES 01300 - 7

PRE-CONSTRUCTION POST-CONSTRUCTION

SECTION NUMBER

Pr od uc t D at a

M at er ia l S af et y

D at a Sh ee ts

(M

SD

S)

Sh op

D ra w in gs

Sa m pl es

C al cu la tio n

D es ig n

D at a

Te st

R ep or t

C er tif ic at io ns

Q ua lif ic at io ns

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

Pr op os al

Sc he du le

Fi el d R ep or t

R ec or d

D oc um en ts

O

M D at a

W ar ra nt y

01782 – Operation and Maintenance Manual X 06402 – Interior Architectural Woodwork X X X X X X 07841 – Through-Penetration Firestop Systems X X X X X X 09680 – Carpet and Carpet Tile X X X X X X 16050 – Basic Electrical Materials and Methods X X X 16100-Raceways, Boxes and Cabinets X 16120-Wires and Cables X 16140-Wiring Devices X X 16190-Supporting Devices X 16195 – Electrical Identification1 X X X X 16452-Grounding X Console Shop Drawings X X X X X

1 Schedule of identification nomenclature

SUBMITTAL PROCEDURES 01300 - 8

SAFETY AND HEALTH 01595 - 1

SECTION 01595 - SAFETY AND HEALTH

PART 1 - GENERAL

1.1 SUMMARY

A. References: In addition to publications referenced in the Construction Contract Clauses, the following Code of Federal Regulations (CFR) publications designate and define hazardous materials and conditions, and establish procedures for handling these materials and conditions.

1. 29 CFR, Part 1910: Occupational Safety and Health Administration (OSHA) General Industry and Health Standards.

2. 29 CFR, Part 1926: OSHA Construction Industry Standards.

3. 40 CFR, Part 61: National Emission Standards for Hazardous Air Pollutants.

4. 40 CFR, Part 261: Environmental Protection Agency (EPA) Characteristics of

Hazardous Waste.

5. 40 CFR, Part 761, EPA Polychlorinated Biphenyls (PCBs), Manufacturing, Processing, Distribution in Commerce and Use Prohibitions.

6. 40 CFR, Part 763: EPA Asbestos.

B. Hazardous Materials: Some hazardous and toxic materials and substances are included in 29 CFR Part 1910, subparts H and Z, and in 29 CFR Part 1926. Commonly encountered hazardous materials include but are not limited to asbestos, PCBs, explosives and radioactive material.

1. Asbestos may be found in spray-on fireproofing, insulation, boiler lagging, pipe coverings and other materials.

2. PCBs may be contained in transformers, capacitors, voltage regulators, oil switches, mechanical insulation and other materials.

C. Acquisition of Publications: Referenced CFR publications may be purchased from the Superintendent of Documents, U.S. Government Printing Office, Washington, D.C. 20402.

1.2 SAFETY MEETING

A. Prior to commencing construction, representatives of the Contractor, including the principal on-site project representative and one or more safety representatives, shall meet with designated representatives of the Contracting Officer’s Technical Representative (COR) for the purpose of reviewing the Contract's safety and health requirements.

B. The Contractor's safety and health program shall be reviewed, and implementation of safety and health provisions pertinent to the Work shall be discussed.

1.3 COMPLIANCE WITH REGULATIONS

A. The Work, including contact with or handling of hazardous materials, disturbance or dismantling of structures containing hazardous materials, and disposal of hazardous materials, SAFETY AND HEALTH 01595 - 2 shall comply with the applicable requirements of 29 CFR Parts 1910 and 1926, and 40 CFR Parts 61, 261, 761 and 763.

1. Work involving disturbance or dismantling of asbestos or asbestos containing materials, demolition of structures containing asbestos and removal of asbestos, shall comply with 40 CFR Part 61, Subparts A and M, and 40 CFR Part 763, as applicable

2. Work shall additionally comply with applicable state and local safety and health regulations.

3. In case of a conflict between applicable regulations, the more stringent requirements shall apply.

B. Contractor Responsibility: The Contractor shall assume full responsibility and liability for compliance with all applicable codes, standards and regulations pertaining to the health and safety of personnel during execution of the Work, and shall hold the FAA harmless for any action on the Contractor's part, or that of the Contractor's employees or subcontractors, that results in illness, injury or death.

1. The Contractor shall have written safety and health programs in compliance with 29 CFR Parts 1910 and 1926.

1.4 OCCUPATIONAL SAFETY AND HEALTH – ARTICLE 53

A. Information in this Article is required by the FAA to maintain the health and safety of their Employees at facilities during construction operations.

B. The information in this Article is taken from the Agreement between the National Air Traffic Controllers Association, AFL/CIO and the Federal Aviation Administration Department of Transportation (NATCA) Agreement (known as “Agreement”) for the protection of union workers covered under the “Agreement”. “Employer” in Article 53 refers to the FAA; however, construction activities at FAA facilities, and the safety of FAA employees during the construction activities, shall be monitored by the COR. The information in this Article is required to become part of the Contractor’s written Safety and Health plan for this Project. Only those “sections” of Article 53 applicable to Contractor’s Safety Plan are included in the following paragraphs.

C. Section 1: The Employer shall abide by P.L. 91-596 and Executive Order 12196, concerning occupational safety and health, and regulations of the Assistant Secretary of Labor for occupational Safety and health and such other regulations as may be promulgated by appropriate authority.

D. Section 2: The Employer shall make every reasonable effort to provide and maintain safe and healthful working conditions. Factors to be considered include, but are not limited to, proper heating, air conditioning, ventilation, air quality, lighting and water quality.

E. Section 3 (in part): The Employer agrees to continue a national Occupational Safety and Health Committee. The committee will meet as frequently as required by the Charter of the Occupational Safety, Health and Environmental Compliance Committee (OSHE-COMM). The Union shall be entitled to designate a minimum of one representative.

F. Sections 4 through 6: (Not included – Not applicable.)

SAFETY AND HEALTH 01595 - 3

G. Section 7: Each facility shall periodically review fire evacuation procedures with all personnel and provide training in the operation of fire extinguishers and other related equipment at each facility. Fire plans shall be conspicuously displayed and reviewed with every employee.

Assistance from local fire departments may e utilized in developing evacuation plans and conducting the training required under this Section.

H. Section 8: (Not included – Not applicable.)

I. Section 9: In the event of construction or remodeling within a facility, the Employer shall insure that proper safeguards are maintained to prevent injury to bargaining unit employees.

J. Section 10: If the Employer initiates or permits the use or storage of chemicals, pesticides, or herbicides at any facility, Material Safety Data Sheets (MSDS) for each chemical, pesticide or herbicide shall be provided to the Union prior to use/storage. Any pregnant/nursing employees or personnel with medical conditions which could be aggravated by the use of the chemicals, pesticides or herbicides shall be reasonably accommodated n a manner so as to prevent exposure. All chemicals, pesticides and herbicides shall be used in accordance with applicable law and the manufacturer’s guidelines and precautions.

K. Sections 11 and 12: (Not included – Not applicable.)

L. Section 13: Indoor air quality concerns identified by the local Occupational Safety and Health Committee, including those involving “sick building syndrome” shall be investigated using the advisory standards of the America Society for Heating, Refrigeration and Air-Conditioning Engineers (ASHRAE) and EPA and OSHA guidelines. All test results shall be provided to the local Union as soon as they are available.

PART 2 - PRODUCTS

2.1 PERSONNEL PROTECTIVE EQUIPMENT

A. Special facilities, devices, equipment and similar items used by the Contractor in execution of the Work shall comply with 29 CFR Part 1910, Subpart I and other applicable regulations.

2.2 HAZARDOUS MATERIALS

A. The Contractor shall bring to the attention of the COR any material encountered during execution of the Work that the…