12.a. RFP Attach 1 Specifications.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

SHORE INFRASTRUCTURE LOGISTICS CENTER

SPECIFICATIONS FOR

REPAIR EATONS NECK LIGHT

CG ANT LONG ISLAND SOUND

NORTHPORT, NEW YORK

(SUFFOLK COUNTY)

PSN 7332701

Kerrie. H. Green David C. Dill, P

DESIGN PROJECT MANAGER BRANCH CHIEF

M. P. Carosotto, PE, PMP

TECHNICAL DIRECTOR

UNITED STATES COAST GUARD

CIVIL ENGINEERING UNIT PROVIDENCE

475 KILVERT ST

WARWICK, RHODE ISLAND 02886

Repair Eatons Neck Light 7332701

PROJECT TABLE OF CONTENTS

DIVISION 01 ---- GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 32 00 SCHEDULE OF VALUES

01 33 00 SUBMITTAL PROCEDURES

01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 77 00 CLOSEOUT PROCEDURES

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 ---- EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD REMEDIATION

DIVISION 04 ---- MASONRY

04 21 80 MASONRY REPAIR AND REPOINTING

DIVISION 05 ---- METALS

05 50 14 MISCELLANEOUS METAL FABRICATIONS

05 71 80 HISTORIC METALWORK REPAIRS

DIVISION 07 ---- THERMAL AND MOISTURE PROTECTION

07 31 00 ASPHALT SHINGLES

07 62 10 COPPER ROOFING AND FLASHING

07 65 00 SELF ADHERING FLEXIBLE FLASHING

07 92 00 JOINT SEALANTS

DIVISION 08 ---- DOORS AND WINDOWS

08 11 13 STEEL DOORS AND FRAMES

08 81 80 GLAZING

DIVISION 09 ---- FINISHES

09 29 00 MOISTURE RESISTANT GYPSUM BOARD

09 65 00 RESILIENT FLOORING & BASE

09 90 00 PAINTS AND COATINGS

09 91 33 MINERAL SILICATE COATINGS

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SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1. The work includes the following items and incidental related work:

a. Abate asbestos containing material (ACM) at the interior vestibule.

Including gypsum board at interior walls, gypsum board at ceiling, and floor tiles.

b. Replace abated interior finishes at vestibule with moisture resistant gypsum board at walls & ceiling, and vinyl composition tile & base at floor.

c. At interior vestibule, temporarily uninstall electrical equipment/panels as needed to accomplish work. Demo and dispose of wall mounted objects which are abandoned in place and/or not in use (conduit, brackets).

d. Demolish & replace asphalt shingle roofing, self-adhering bituminous membrane & underlayment at vestibule roof.

e. Overhead power lines to remain. Repair & reconnect lines where damage has occurred. Replace existing conduits and weatherheads.

f. At vestibule, remove & replace exterior trim, wood fascia and soffit.

Prime & paint to match existing.

g. ACM found in paint/plaster on exterior wall of vestibule. Remove loose paint/plaster until a firmly adhered layer exists. Repoint brickwork at vestibule. Coat with mineral silicate coating to match existing.

h. Provide a new hollow metal door and frame from vestibule to tower.

i. Remove vegetation from tower & vestibule base.

j. Lead based paint (LBP) found on existing cast iron grey spiral stair & stair landings. Remove dust, dirt, feathers, dead birds, & guano from stair & stair landings. Remove and/or treat rust as required to prevent future rusting. Prime & paint with an encapsulating sealant.

k. Remove dust, dirt, feathers, dead birds, guano, paint and rust from existing cast iron surfaces, including central support column, decks, beams, railings and other cast iron surfaces, including the lantern.

Remove paint from copper surfaces; prime and paint. Protect fresnel lens during the work; do not paint bronze lens mount.

l. Remove rust. Prime and paint exterior cast iron surfaces, including decks, ladder, landing, railings, cast iron watch deck panels, cast iron cornice, and other exposed iron surfaces. Remove paint from exterior bronze and copper surfaces; prime and paint.

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m. Clean interior exposed masonry at tower, and coat with mineral silicate coating.

n. ACM found on interior brick walls of lighthouse window wells. Remove loose paint/plaster until a firmly adhered layer exists. Coat with a mineral silicate coating.

o. Patch existing damaged brownstone with Jahn M70 mortar where indicated on elevations. Average stone face size is 13" high x 27" long; some vary.

p. Patch an additional 100 square feet (surface area) of existing damaged brownstone with Jahn M70 mortar. Locations will be determined by the contracting officer's representative.

q. Repoint cracks in mortar joints where indicated. Repoint 400 linear feet of deteriorated mortar joints; exact locations will be determined by the contracting officer's representative.

r. After repointing is complete, coat tower with mineral silicate coating.

s. Repair (5) cast iron windows. Remove rust, repair hardware, replace broken components and reglaze. Windows shall be made operable and shall be capable of closing securely, with no gaps or daylight visible between framing members. Windows date from 1858 and 1868, and are believed to be imported from France; all replacement parts shall be custom fabricated for each window. No off-the-shelf-parts are available.

t. At lantern, temporarily remove copper vent ball, disconnect grounding cable and protect opening from rain/weather penetration. Provide new copper lightning rod, threaded stainless steel tension rod, and nut.

Repair top of vent ball and base. Reinstall vent ball and reattach grounding cable to new lightning rod.

u. Provide new stainless steel door at watch deck; reproduce features of existing door. Prime and paint new door.

v. Remove rusted iron lintel assembly above window below cornice. Provide new stainless steel lintels. Paint new lintels. Repair masonry adjacent to lintels.

w. Repair cast iron cornice with Belzona plastic metal. Cut/chip out damaged areas, and remove rust before applying compound.

x. Repair pitted/eroded cast iron with Belzona plastic metal at various locations (9 square feet of surface area). Cut/chip out damaged areas, and remove rust before applying compound. Exact locations shall be approved by the contracting officer's representative.

y. Provide (6) new bronze astragals where existing astragals are bent.

Exact locations shall be approved by the contracting officer's representative. Lead Based Paint (LBP) was found on the interior window frames, prime & paint with an encapsulating sealant.

z. Remove existing lantern glazing and reglaze (20) 1/4" thick glass panes.

Existing lantern is a decagon. Glazing is held in place by bronze astragals, which serve as glazing bars.

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aa. At interior vestibule remove electrical panelboard and provide new panelboard with main circuit breaker.

bb. Provide service rated electric meter with main disconnect & overcurrent protective device size as indicated by local utility company.

The above list is an outline of the work only and not intended to be a substitute for the detailed requirements of the drawings and specifications.

2. The work includes abatement/containment of asbestos containing materials (ACM) & encapsulation of lead based paint (LBP). Follow OSHA regulations during surface preparation of work, and contain the spread of ACM & LBP contaminants. Abrasive blasting is prohibited. Protect historic masonry as required to accomplish work.

3. The contractor shall protect the existing 1858 3rd order fresnel lens with a temporary enclosure that can resist impacts and resist paint spray. Plywood, styrofoam and covering materials are typically used to protect lenses during work of this type.

4. Any electrical work that is a part of this project shall be performed in accordance with the latest edition of the National Electrical Code.

5. Lead-containing paint was removed in 1999 from interior and exterior metal surfaces, using abrasive surface preparation methods. However, very small amounts of lead-containing paint may be present in small crevices or in spot locations. The interior of the vestibule tower may have lead-containing paint on wall surfaces, and loose chips may contain lead. Lead paint was found in 2019 on the interior grey spiral stair and on the interior windows frames at the lantern deck. ACM was found in 2019 on the Vestibule exterior masonry walls, interior vestibule gypsum board & floor tile, and on the brick at the window wells of the tower.

Follow OSHA and state regulations; control the spread of dust during surface preparation, use appropriate respirators and dispose of residues in accordance with federal and state regulations.

6. Coordinate outages during conduit/weatherhead replacement & line repairs with utility company; any fees/costs for disconnection and reconnection shall be included in the work & are the responsibility of contractor.

1.1.2 Location

The work shall be located at Eatons Neck Light, Lighthouse Rd, Northport, NY, on the grounds of Coast Guard Station Eatons Neck, 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 damage to any portions of the existing work which remain.

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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 shall be in a condition equal to or better than that which existed before new work started.

1.3 SUPERVISION

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 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of value engineering change proposals, preparation of the schedule of values, shop drawings, and other submittals, scheduling programming, available onsite storage/access, and prosecution of the work. Major subcontractors who will engage in the work shall also attend.

1.5 INSPECTION

The Contractor shall keep the Contracting Officer or duly appointed representative fully informed of contract operations and plans so that a representative may arrange to be present at various times that work is being performed.

1.5.1 Contractor’s Daily Log

The Contractor shall complete the USCG Daily Log form at the end of each working day and deliver it to the Government Inspector. The Government Inspector will attest to its accuracy by initialing the form and forwarding that form to CEU Providence. The form will be provided to the Contractor by the Contracting Officer’s Representative.

PART 2 PRODUCTS

2.1 SOLE SOURCE PRODUCTS

The following products are sole source products which are to be use on this project without exception. This justification is applicable to only a portion of the contract requirement, specifically those brand name items described below. The use of such brand name descriptions is essential to the project, thereby precluding consideration of a product manufactured by another company. Eatons Neck Light is listed on the National Register of Historic Places, because of this the State Historic Preservation Office (SHPO) mandates certain, specific requirements for maintaining the historic integrity of the property. Sole source products are as follows:

2.1.1 ZINC-ALLOY (ZT) COATED COPPER:

Zinc alloy coated copper is required on this project for roof flashing.

This product offers the appearance of lead in a long-service life material.

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The original flashing, on a structure built in 1798, was solid lead. It is undesirable to use this material, as a residential area and playground is nearby. Toxic runoff into the soil could potentially occur. Zinc alloy coated copper offers the service life, appearance and traditional fabrication methods needed for maintaining the historical appearance of the structure. Due to consolidation in the copper industry and the patented process involved, there is only one producer of zinc alloy-coated copper sheet in the United States, Revere Copper and Brass of Rome, NY

2.1.2 CERTAINTEED HATTERAS ASPHALT SHINGLES:

This project presents a requirement for a wind-resistant, red roof shingle for an exposed offshore/waterfront location within a limited budget.

Hatteras shingles are warrantied for winds up to 110 miles per hour, and have been tested with both ASTM shingle tests for high wind-resistance ratings. The product has a special feature, a double strip of factory-applied sealing adhesive instead of the single strip found on most ordinary asphalt shingles. This feature retards blow off in high winds by providing a secondary line of defense at the edge of the shingle. The product is available in red, which matches the historic color of the lighthouse roof.

It also does not have a black “shadow line” or imitation wood shake appearance which would be visually incompatible with the historic roof appearance. This product is the only lightweight, wind-resistant shingle with tested ratings available in red, and manufactured in the United States that is available in the Northeast.

2.1.3 JAHN REPAIR MORTAR:

Jahn M70 Sandstone Patching Mortar is the only proven product now manufactured which can be used to patch historic brownstone successfully.

Cementitious ingredients are imported from Holland, and custom mixed for each project by Cathedral Stone of Hanover, MD. Cathedral Stone is the exclusive distributor and custom mix provider of Jahn products. The texture, color, and sheen of Jahn Mortar provides a good visual match with existing stone. Jahn M70 utilizes no polymers or epoxies, which are not suitable for use on historic stone, and is the same strength as brownstone.

This eliminates cracking and stone damage, which will occur if an attempt is made to bond stronger modern materials to stone. Using this product is the only practical way to repair broken and exfoliated brownstone at Eatons Neck Light, built in 1798. It is not desirable or cost-effective to remove and replace damaged cut historic brownstone when it can be repaired. The quarry is closed, and the only possibility for obtaining replacement stone is to find salvaged stone from another structure in the right size and color. An associated sole source pre-treatment product from the same company, Cathedral Stone, Coronado Surface Tolerant Mastic 113 Line, is also a required pretreatment for rusted iron anchors at the repair areas when Jahn Mortar is used in the vicinity of rusted iron embedded in the stone.

2.1.4 BELZONA SUPER METAL:

This project requires patching rusted, eroded wrought and cast iron, which is very difficult to repair. The only patching material available with a successful track record for patching wrought and cast iron is Belzona Super Metal. Belzona Super Metal is a patented high tensile strength putty-like material with a metallic content that can be used to patch eroded or cracked metal. It is resistant to salt water, adheres to most metals, and

SECTION 01 11 00 Page 6 can be machined to match various profiles. The Coast Guard and the National Park Service have successfully used this product to patch ironwork at lighthouses. It has a long service life when applied properly.

Although other putties have been used to patch metal, most pop out and have a short service life. Belzona is the only product that can bond to ironwork and withstand repeated cycles of outdoor weathering, including salt spray and salt water immersion. It is a patented product with a 20 year+ track record for use in a marine environment. It was originally formulated for use on submerged surfaces. There is no known alternative product with the same performance characteristics and service life. Use of this product allows repairing cast iron instead of replacement. Existing ironwork at the lighthouse dates from 1858 and 1868; it was added to the tower built in 1798. To replace cast iron members in their entirety, a costly and difficult process that involves making molds from existing sections and attempting to disassemble ironwork that has been in place for 148 years or more, is neither cost-effective nor desirable from the historic preservation strategy. Using a putty that lacks the performance characteristics and documented service life of Belzona in a marine environment will result in an unsatisfactory repair that will fail and allow progressive deterioration to continue.

2.1.5 KEIM MINERAL COATINGS OF AMERICA, SOLDALIT AND ROYALAN –MINERAL

SILICATE COATINGS

The sandstone used in 1798 is a stone that can weather poorly over time.

The face of brownstone stonework often chips, flakes off in layers (exfoliation), or even turns to a powdery consistency. Deterioration can advance if brownstone is painted. Paints have a limited amount of permeability and do not allow escape of water vapor. The stone at Eatons Neck is relatively moist because the foundation is not waterproofed as done with modern structures. The stones at Eatons Neck had been coated with a latex-modified waterproofing plaster – Thoroseal - and painted. These coatings, with minimal permeability, trapped water against the surface of stone, and in freezing weather the retained water froze at the stone surface and accelerated the deterioration of the brownstone. The Keim mineral silicate coatings are 77% to 80% permeable, allowing the stone to breathe and water to evaporate outward. The Keim Soldalit product, used as a base coat, can be applied over existing latex coatings and the Thoroseal, which is thus far a unique characteristic. The Keim Royalan coating, used as a topcoat, is alkaline and kills vegetation, an ongoing problem in the damp masonry. Both coatings are expected to last approximately 20 years, far in excess of any paint.

PART 3 EXECUTION

Not used.

--End of Section--

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SECTION 01 14 00

WORK RESTRICTIONS

1.1 CONTRACTOR ACCESS AND USE OF PREMISES

1.1.1 Security

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

1.1.2 Working Hours

Regular working hours shall consist of an 8 1/2 hour period established by the Contracting Officer Monday through Friday, excluding Government holidays.

1.1.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 72 hours 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 shall 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.

1.1.4 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in the paragraph "Work Outside Regular Hours."

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

c. Interruption to water, telephone service, and electric service, shall be considered utility cutovers pursuant to the paragraph entitled "Work outside Regular Hours." Such interruption shall be further limited to 3 hours. This time limit includes time for deactivation and reactivation.

d. Contracting officer to be notified 7 days in advance of planned cutovers & interruptions which will impact adjacent residential housing.

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1.2 SECURITY REQUIREMENTS

1.2.1 Areas Not Covered by Contract

The Contractor will not be permitted to enter buildings or areas not covered by the work included in this contract, except by prior approval of the Officer-in-Charge of the facility.

1.3 ANT COORDINATION REQUIREMENTS - BEACON

a. Due to the nature of the work, the main beacon will be temporarily disconnected during the construction period. Prior to disconnecting, obstructing, or interrupting service to any beacons, provide at least 7 days notice to the Contracting Officer.

Coordinate such work with the Officer-in-Charge of the Coast Guard Aids to Navigation Team (ANT) in New Haven, Connecticut. Contractor shall submit for approval detail procedures covering any work that would interrupt the beacon.

1.4 HOUSING AREA

The family housing area that surrounds the lighthouse will be occupied. Do not block access roads or driveways. Erect barricades that prevent access to the site. Children will be nearby and barricades should prevent access by children. Prevent the spread of hazardous dust or debris.

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SECTION 01 32 00

CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00, "Submittal Procedures."

SD-01 Preconstruction Submittals

Construction Schedule

Schedule of Values

1.2 CONSTRUCTION SCHEDULE

At the Pre-Construction Conference, submit a Construction Schedule and Schedule of Values in accordance with FAR Clause 52.236-15 Schedules for Construction Contracts. The Schedule of Values shall be based on the actual breakdown of the bid price. The cost of insurance shall not be listed as a separate item but included as part of each item of work. The actual cost of bonds may be paid as the first progress payment when a receipt from the bonding company is presented to the Contracting Officer. In addition, keep the Government Inspector informed daily of the expected delivery dates for major pieces of equipment and materials.

The Construction Schedule shall clearly indicate the start and completion dates of major work components. The Schedule of Values shall clearly indicate unit value of all major work components.

The Construction Schedule shall incorporate at a minimum the following activities:

a. Mobilization

b. Demobilization

c. Pre-Construction Submittals

d. Work Activities

e. In-Progress Submittals

f. Final Government Inspection

g. Close-Out Submittals; i.e. Testing Balancing Reports, Warranties, Operation and Maintenance Manuals, Posted Instructions

h. As-Built Drawings

i. Factors which Constitute Potential Interruptions to Station Operations

Section 01 32 00 Page 2

Pre-Construction Submittals are those activities which encompass the obtaining, submission, review and approval of submittals necessary prior to the start of the related site work. Contractor shall annotate all such activities into the progress schedule with their forecasted time periods.

These activity periods shall not be exclusive of the contract performance period. No site work shall commence until the respective submittals have been approved.

The value of all major work components within the project shall be identified on the Schedule of Values on a unit quantity and unit cost basis, e.g. number of squares and cost per square of roofing, number of lineal feet and cost per lineal foot of conduit, number of panels and cost per panel etc. Lump sum items shall only be paid for when 100% complete.

The Construction Schedule and Schedule of Values as approved by the Government is not a substitute for quantities conveyed by the specification and drawings and those required for a complete job.

Omissions and errors on the Construction Schedule and Schedule of Values are the responsibility of the Contractor.

Payments will not be made until the schedule of prices has been submitted to and approved by the Contracting Officer.

1.3 UPDATED SCHEDULES

Update the construction schedule and equipment delivery schedule at monthly intervals or when schedule has been revised. Reflect any changes occurring since the last update. Submit copies of the purchase orders and confirmation of the delivery dates as directed.

3.1 PROGRESS UPDATES

3.1.1 General

A revised Construction Schedule/Schedule of Values shall be issued by the Contractor on a monthly basis. In addition, any revisions to the Construction Schedule/Schedule of Values such as modifications or delays shall be reflected by Contractor submission of an updated Construction Schedule/Schedule of Values.

3.1.2 Modifications

When a modification is issued by the Government, record the modification as the last activity of the Construction Schedule and Schedule of Values and include the value of the modification. Adjust the Schedule of Values to reflect the inclusion of the modification. Revise the Construction Schedule portion of the form to annotate the progress change. Enter all modifications in this manner in sequential order.

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SECTION 01 33 00

SUBMITTAL PROCEDURES

1.1 DEFINITIONS

1.1.1 Submittal

Shop drawings, product data, samples, and administrative submittals presented for review and approval. 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 Types of Submittals

All submittals are classified as indicated in paragraph "Submittal Descriptions (SD)". Submittals also are grouped as follows:

a. Shop drawings: As used in this section, drawings, schedules, diagrams, and other data prepared specifically for this contract, by contractor or through contractor by way of subcontractor, manufacturer, supplier, distributor, or other lower tier contractor, to illustrate portion of work.

b. Product data: Preprinted material such as illustrations, standard schedules, performance charts, instructions, brochures, diagrams, manufacturer's descriptive literature, catalog data, and other data to illustrate portion of work, but not prepared exclusively for this contract.

c. Samples: Physical examples of products, materials, equipment, assemblies, or workmanship that are physically identical to portion of work, illustrating portion of work or establishing standards for evaluating appearance of finished work or both.

d. Administrative submittals: Data presented for reviews and approval to ensure that administrative requirements of project are adequately met but not to ensure directly that work is in accordance with design concept and in compliance with contract documents.

1.1.3 Submittal Descriptions (SD)

Construction Progress Schedule Submittal register Schedule of values Health and safety plan Work plan Quality control plan Environmental protection plan Pre & Post Construction Soil Sampling plan (see Section 01 57 19_1.3_SD-11)

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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.

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

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in 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

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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.

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 intended to be incorporated in operations and maintenance manuals.

SD-11 Closeout Submittals

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

As-built drawings

Special warranties

Posted operating instructions

Training plan

1.1.4 Approving Authority

Person authorized to approve submittal.

1.1.5 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce construction and materials, SECTION 01 33 00 Page 4 products, equipment, and systems incorporated or to be incorporated in such construction.

1.2 SUBMITTALS

Submit the following in accordance with the requirements of this section.

Submittal register

1.3 USE OF SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data in columns (a), (b), (c), and (d) as delivered by government.

1.3.1 Submittal Register

Submit submittal register. Verify that all submittals required for project are listed and add missing submittals. Complete the following on the register:

Column (e) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

1.4 PROCEDURES FOR SUBMITTALS

1.4.1 Reviewing, Certifying, Approving Authority

Government organization shall be responsible for reviewing and certifying that submittals are in compliance with contract requirements. Approving authority on submittals is the Project Manager unless otherwise specified for specific submittal.

1.4.2 Constraints

a. Submittals listed or specified in this contract shall conform to provisions of this section, unless explicitly stated otherwise.

b. Submittals shall be complete for each definable feature of work;

components of definable feature interrelated as a system shall be submitted at same time.

c. When acceptability of a submittal is dependent on conditions, items, or materials included in separate subsequent submittals, submittal will be returned without review.

d. Approval of a separate material, product, or component does not imply approval of assembly in which item functions.

1.4.3 Scheduling

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

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b. Except as specified otherwise, allow review period, beginning with receipt by approving authority, that includes at least 10 working days. Period of review for each resubmittal is the same as for initial submittal.

1.4.4 Variations

Variations from contract requirements require Government approval pursuant to contract Clause entitled "FAR 52.236-21, Specifications and Drawings for Construction" and will only be considered where advantageous to government.

1.4.4.1 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is equivalent to the product specified or indicated, and desirable and beneficial to government. If lower cost is a benefit, also include an estimate of the cost saving. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

1.4.4.2 Warranting That Variation Are Compatible

When delivering a variation for approval, contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work, and deliver the same service life, compatibility with historic structures, approval by the State Historic Preservation Officer and performance.

1.4.4.3 Review Schedule Is Modified

In addition to normal submittal review period, a period of 5 working days will be allowed for consideration by the Government of submittals with variations.

1.4.5 Contractor's Responsibilities

a. Determine and verify field measurements, materials, field construction criteria; review each submittal; and check and coordinate each submittal with requirements of the work and contract documents.

b. Transmit submittals to Contracting Officer in accordance with schedule on approved Submittal Register, and to prevent delays in the work, delays to government, or delays to separate contractors.

c. Advise contracting officer of variation, as required by paragraph entitled "Variations."

d. Correct and resubmit submittal as directed by approving authority.

When resubmitting disapproved transmittals or transmittals noted for resubmittal, the contractor shall provide copy of that previously submitted transmittal including all reviewer comments for use by approving authority. Direct specific attention in writing or on resubmitted submittal, to revisions not requested by approving authority on previous submissions.

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e. Furnish additional copies of submittal when requested by contracting officer, to a limit of 4 copies per submittal.

f. Complete work which must be accomplished as basis of a submittal in time to allow submittal to occur as scheduled.

g. Ensure no work has begun until submittals for that work have been returned as "approved," except to the extent that a portion of work must be accomplished as basis of submittal.

1.4.6 Government Responsibilities

a. Note date on which submittal was received from contractor on each Contract Item Approval Request Form.

b. Review each submittal; and check and coordinate each submittal with requirements of work and contract documents.

c. Review submittals for conformance with project design concepts and compliance with contract documents.

d. Ensure that material is clearly legible.

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

f. Identify returned submittals with one of the actions defined in paragraph entitled "Actions Possible" and with markings appropriate for action indicated.

1.4.7 Actions Possible

Submittals will be returned with one of the following notations:

a. Submittals marked "approved" "approved as submitted" authorize contractor to proceed with work covered.

b. Submittals marked "approved" "see below" authorize contractor to proceed with work as noted provided contractor takes no exception to the notations.

c. Submittals marked "disapproved" indicate submittal is incomplete or does not comply with design concept or requirements of the contract documents and shall be resubmitted with appropriate changes. No work shall proceed for this item until resubmittal is approved.

1.5 FORMAT OF SUBMITTALS

1.5.1 Transmittal Form

Transmit each submittal electronically, unless otherwise noted in the submittal register and/or where electronic submission is not feasible (i.e.

samples), to office of approving authority. The maximum file size that may be emailed is 10 MB; anything larger must be submitted hard copy or on a CD.

Transmit submittals with transmittal form prescribed by contracting officer and standard for project. The transmittal form shall identify contractor, SECTION 01 33 00 Page 7 indicate date of submittal, and include information prescribed by transmittal form and required in paragraph entitled "Identifying Submittals." Process transmittal forms to record actions regarding sample panels and sample installations. Note: Submittals requiring hard copy submission shall be provided with carbon copy transmittal form provided by the government.

1.5.2 Identifying Submittals

Identify submittals, except sample panel and sample installation, with the following information on each separate component of each submittal and transmittal form. The maximum file size for electronic submittals shall be no larger than 10 MB. Identify each copy of each submittal identically, with the following:

a. Project title and location.

b. Construction contract number.

c. Section number of the specification section by which submittal is required.

d. Submittal description (SD) number of each component of submittal.

e. When a resubmission, alphabetic suffix on submittal description, for example, SD-10A, to indicate resubmission.

f. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier contractor associated with submittal.

g. Product identification and location in project.

1.5.3 Format for Product Data

a. Present product data submittals for each section. Include table of contents, listing page and catalog item numbers for product data.

b. Indicate, by prominent notation, each product which is being submitted; indicate specification section number and paragraph number to which it pertains.

c. Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist. Identify this material as developed specifically for project.

1.5.4 Format for Shop Drawings

a. Shop drawings shall not be less than 8 1/2 by 11 inches nor more than 30 by 42 inches.

b. Present 8 1/2 by 11 inches sized shop drawings as part of the submittals required by section. Present larger drawings in sets.

SECTION 01 33 00 Page 8

c. Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph entitled "Identifying Submittals."

d. Dimension drawings, except diagrams and schematic drawings; prepare drawings demonstrating interface with other trades to scale. Shop drawing dimensions shall be the same unit of measure as indicated on the contract drawings. Identify materials and products for work shown.

1.5.5 Format of Samples

a. Furnish samples in sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately same size as specified:

(1) Sample of Equipment or Device: Full size.

(2) Sample of Materials Less Than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

(3) Sample of Materials Exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

(4) Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

(5) Sample of Non-Solid Materials: Pint. Examples of non-solid materials are sand and paint.

(6) Color Selection Samples: 2 by 4 inches.

(7) Sample Panel: 4 by 4 feet.

(8) Sample Installation: 100 square feet.

b. Samples Showing Range of Variation: Where variations are unavoidable due to nature of the materials, submit sets of samples of not less than three units showing extremes and middle of range.

c. Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples shall be in undamaged condition at time of use.

d. Recording of Sample Installation: Note and preserve the notation of area constituting sample installation but remove notation at final clean up of project.

e. When color, texture or pattern is specified by naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.

SECTION 01 33 00 Page 9

1.5.6 Format of Administrative Submittals

a. When submittal includes a document which is to be used in project or become part of project record, other than as a submittal, do not apply contractor's approval stamp to document, but to a separate sheet accompanying document.

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies of Product Data

a. When hard copy submission is required, submit four copies of submittals of product data.

1.6.2 Number of Copies of Shop Drawings

Submit shop drawings in compliance with quantity requirements specified for product data.

1.6.3 Number of Samples

a. Submit two samples, or two sets of samples showing range of variation, of each required item. One approved sample or set of samples will be retained by approving authority and one will be returned to contractor.

b. Submit one sample panel. Include components listed in technical section or as directed.

c. Submit one sample installation, where directed.

d. Submit one sample of non-solid materials.

1.6.4 Number of Copies of Administrative Submittals

a. Unless otherwise specified, submit administrative submittals compliance with quantity requirements specified for product data.

SUBMITTAL REGISTER

Specification Section Number or Item Number

SD No., and Type of Submittal Material or Product

Specification Paragraph Number.

Requires Hard Copy Submission

Planned Submittal Date

Date Fwd to Appr Auth /Date Recd From Contr

Date Fwd to Other Reviewer

Date Recd From Other Reviewer

Action Code

Date of Action

Mailed to Contr / Recd From Appr Auth

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k)

Section 01 32 00

SD-01,

Preconstruction Submittals

1.2

1 Construction Schedule/Schedule of Values

1.2

Section 01 35 29

SD-07, Certificates 1.2

2 Accident Prevention Plan

1.2

3 Activity Hazard Analysis

1.2

Section 01 35 29

SD-11, Closeout Submittals

1.2

4 Reports 1.2

Section 01 50 00

SD-01

Preconstruction Submittals

1.2

5 Construction Site Plan

1.2

Section 01 57 19

SD-01

Preconstruction Submittals

1.3

6 Environmental Protection Plan

1.3.

Section 01 57 19

SD-06, Test Reports

1.3

7 Laboratory Analysis

1.3

Section 01 57 19

SD-11, Closeout Submittals

1.3

8 Preconstruction Survey

1.3

9 Solid Waste Disposal Permit

1.3.

10 Waste Determination Documentation

1.3

11 Disposal documentation for hazardous and regulated waste

1.3

12 Contractor 40 CFR employee training records

1.3

13 Solid Waste Disposal Report

1.3

14 Contractor Hazardous Material Inventory Log

1.3.

Section 01 77 00

SD-10, Operation and Maintenance Data

1.1

15 Equipment/product warranty list

1.1

Section 01 77 00

SD-11, Closeout Submittals

1.1

16 As-Built Drawings 1.1

17 Record of Materials

1.1

Section 01 78 23

Schedule of O & M Data Packages

1.3

18 Data Package 1 1.3.1

Section 04 21 80

SD-03, Product Data

1.3

19 Brick 1.3

20 Stone Patching Compound (Jahn Mortar)

1.3

Section 04 21 80

SD-04. Samples 1.3

21 Sample Panel of Stone Repair

1.3

22 Mortar Joint and Color

1.3

Section 04 21 80

SD-05, Design Data

1.3

23 Mortar Mixes 1.3

Section 04 21 80

SD-08,

Manufacturer’s Instructions

1.3

24 Stone Patching Compound (Jahn Mortar)

1.3

Section 05 50 14

SD-02 Shop Drawings

1.2

25 Watch Deck Door 1.2

Section 05 50 14

SD-03 Product Data

1.2

26 Stainless Steel Angle

1.2

27 Stainless Steel Plate and Sheet

1.2

28 Stainless Steel Bars

1.2

Section 05 50 14

SD-07, Certificates 1.2

29 Welding Procedures

1.2

30 Welding Qualification

1.2

Section 05 71 80

SD-01

Preconstruction Submittals

1.3

31 Historic Metalwork Repair Plan

1.3

Section 05 71 80

SD-02 Shop Drawings

1.3

32 Lightning Rod 1.3

33 Cast Iron Window Components

1.3

34 Vent Ball Repairs 1.3

Section 05 71 80

SD-03, Product Data

1.3

35 Plastic Metal 1.3

36 Brass and Bronze Alloys

1.3

Section 05 71 80

SD-04, Samples 1.3

37 Stainless Steel Bolts

1.3

38 Astragals 1.3

Section 05 71 80

SD-08,

Manufacturer’s Instructions

1.3

39 Application Instructions

1.3

40 Manufacturer’s Material Safety Data Sheets

1.3

Section 07 31 00

SD-02,

Manufacturer’s Catalog Data

1.2.1

41 Shingles 1.2.1

42 Self-Adhering Eaves Protection Membrane

1.2.1

43 Sample Manufacturer's Warranty Certificate

1.2.1

Section 07 31 00

SD-03,

Manufacturer's Standard Color Charts

1.2.2

44 Shingles

Section 07 31 00

SD-06, Instructions 1.2.3

45 Shingles 1.2.3

46 Self-Adhering Eaves Protection Membrane

1.2.3

Section 07 62 10

SD-02 Shop Drawings

1.3

47 Sheet Metal 1.3

Section 07 62 10

SD-03, Product Data

1.3

48 Zinc-Clad Copper 1.3

Section 07 62 10

SD-04, Samples 1.3

49 Zinc-Clad Copper 1.3

Section 07 65 00

SD-03, Product Data

1.2

50 Flashing Membrane

1.2

Section 07 92 00

SD-03, Product Data

1.2

51 Sealant 1.2.

52 Primers 1.2.

53 Bond Breakers 1.2.

54 Backstops 1.2

Section 08 11 13

SD-03, Product Data

1.2

55 Doors 1.2

56 Frames 1.2

57 Accessories 1.2

Section 08 81 00

SD-03, Product Data

1.3.1

58 Glass 1.3.1

59 Butyl Glazing Tape 1.3.1

60 Elastomeric Sealant

1.3.1

Section 08 81 00

SD-08,

Manufacturer’s Instructions

1.3.2

61 Butyl Glazing Tape 1.3.2

Section 09 65 00

SD-03, Product Data

1.2

62 Adhesives 1.2

63 Vinyl Composition Tile

1.2

Section 09 90 00

SD-03, Product Data

1.2

64 Coating 1.2

Section 09 90 00

SD-04, Sample 1.2

65 Color 1.2

Section 09 90 00

SD-08,

Manufacturer’s Instructions

1.2

66 Manufacturer's Material Safety Data Sheets

1.2

67 Environmental Conditions For Applying Paint

68 Application

Section 09 91 33

SD-03, Product Data

1.2

69 Mineral Silicate Coating

1.2

Section 09 91 33

SD-04, Sample 1.2

70 Color 1.2

Section 09 91 33

SD-08,

Manufacturer’s Instructions

1.2

71 Manufacturer's Material Safety Data Sheets

1.2

72 Environmental Conditions For Applying Paint

1.2

73 Application

SECTION 01 35 29 Page 1

SECTION 01 35 29

SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

1 GENERAL

1.1 REFERENCES

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

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI A10.32 (2012) Personal Fall Protection - Safety

Requirements for Construction and Demolition Operations

ANSI A10.34 (2001; R 2005) Protection of the Public on or

Adjacent to Construction Sites

ANSI Z359.1 (2016) Safety Requirements for Personal Fall

Arrest Systems, Subsystems and Components

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B30.22 Articulating Boom Cranes

CODE OF FEDERAL REGULATIONS (CFR)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1919 Gear Certification

29 CFR 1926 Safety and Health Regulations for

Construction

29 CFR 1926.500 Fall Protection

CORPS OF ENGINEERS (COE)

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

Requirements

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2018) Standard for Portable Fire

Extinguishers

NFPA 241 (2019) Safeguarding Construction, Alteration, and Demolition Operations

NFPA 51B (2019) Fire Prevention during Welding, Cutting, and Other Hot Work

SECTION 01 35 29 Page 2

NFPA 70 (2020) National Electrical Code

NFPA 70E (2018) Electrical Safety in the Workplace

1.2 SUBMITTALS

SD-07 Certificates

Accident Prevention Plan (APP)

Activity Hazard Analysis (AHA)

Reports

Submit reports as their incidence occurs, in accordance with the requirements of the paragraph entitled, "Reports."

1.3 QUALITY ASSURANCE

1.3.1 Meetings

The Safety Officer shall attend the pre-construction conference.

1.3.1.1 Weekly Safety Meetings

Hold weekly at the project site. Attach minutes showing contract title, signatures of attendees and a list of topics discussed to the QC Contractor Quality Control daily report.

1.3.1.2 Work Phase Meetings

The appropriate AHA shall be reviewed and attendance documented by the Contractor at the preparatory, initial, and follow-up phases of quality control inspection.

1.3.1.3 New Employee Indoctrination

New employees will be informed of specific site hazards before they begin work. Documentation of this orientation shall be kept on file at the project site.

1.3.2 Certifications

1.3.2.1 Accident Prevention Plan (APP)

Submit the APP at least 15 calendar days prior to start of work at the job site, following Appendix A of EM-385-1-1. Make the APP site specific.

Submit the AHA for review at least 15 calendar days prior to the start of each phase. Format subsequent AHA as amendments to the APP. In accordance with contract quality control requirements each AHA will be reviewed during an on-site preparatory inspection.

SECTION 01 35 29 Page 3

1.4 ACCIDENT PREVENTION PLAN (APP)

Prepare the APP in accordance with EM-385-1-1 Table 1-1. Include the associated AHA and other specific plans, programs and procedures detailed in Paragraphs 01.A.09 and 01.A.10 of EM-385-1-1, some of which are listed below.

1.4.1 Contents of the Accident Prevention Plan

a. Name and safety related qualifications of safety officer (including training and any certifications).

b. Qualifications of competent and of qualified persons.

c. Identity of the individual who will complete exposure data (hours worked); accident investigations, reports and logs; and immediate notification of…