JFK VOR Roof.doc

JFK INTERNATIONAL AIRPORT VOR ROOF REPLACEMENT

JAMAICA, NY

SCOPE OF WORK

The work items listed below serve only as a statement for the general work to be done under this contract. In no way does it limit the amount of work required under this contract.

The work shall include, but is not limited to the following:

1. Survey the elevation and location of 50 VOR doppler antenna leveling/mounting plates and hardware after the FAA removes the doppler antennas and covers.

2. Remove and dispose of the existing roofing system. Provide temporary covering of exposed roof area as necessary.

3. Remove existing VOR teepee and install new Government Furnished VOR teepee. Load the removed VOR teepee onto the truck that delivered the new VOR teepee.

4. Install previously removed antenna leveling/mounting plates using new mounting hardware. Survey the elevation and location of the leveling/mounting plates to ensure the plates are installed in the same elevation and location as the original installation.

5. Install new EPDM fully adhered roofing system. Roofing system shall include the installation of pressure treated nailers (as necessary), 2” rigid insulation, 60 mil reinforced EPDM membrane, pitch pockets, flashing and rubber walkway pads. Contractor must file form PA 2133, Cutting and Welding Permit, with PANYNJ Resident Engineering Office for approval prior to any cutting or welding.

6. Inspection of the roof installation by the manufacturer’s representative.

NOTE:

The work site is located within the secure Airport Operations Area (AOA). Personal vehicles are not permitted to enter the AOA and parking will not be provided by the FAA. The FAA must escort the contractor to and from the work site and guard post “J” (JULIET), located off of Old Rockaway Blvd. Each worker must have a current valid Government identification (i.e. driver’s license, passport) to enter the airport (NO EXCEPTIONS). The contractor must have an approved PANYNJ-JFK badged security guard service on-site during all work hours. See Division 1 for additional details.

The project shall be completed while the VOR facility is shutdown. The VOR is scheduled to be shutdown around September/October 2020.

DESCRIPTION/SPECIFICATION

TABLE OF CONTENTS

DIVISION 1 - GENERAL REQUIREMENTS

Section Title

1-1

Summary of Work

1-2

Construction Limits and Use of Facilities

1-3

Submittals

DIVISION 2 – SITE WORK

2-1

Demolition

DIVISION 3 - 6 (NOT USED)

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

Section

Title 7-1 Membrane Roofing - Single Ply

7-2 Flashing

7-3 Temporary Roof

DIVISION 8 - 16 (NOT USED)

DIVISION 1 - GENERAL REQUIREMENTS

1-1

SUMMARY OF WORK

1-1.1

General These specifications, together with the referenced specifications, standards and drawings specified in the Contract Documents, cover the requirements of the Federal Aviation Administration, hereinafter referred to as the Government or FAA, for all work associated with the roof replacement for the JFK International Airport VOR facility.

1-1.2

Intent of Specifications This specification identifies all labor, materials and equipment necessary to perform the required work.

1-1.2 Site Visit

The Contracting Officer will send out the site visit date and time. Contact the Contracting Officer and Joseph.Henn@FAA.GOV to confirm attendance and to coordinate the escort to the site.

1-1.3 Health and Safety Plan

The contractor shall submit a health and safety plan prior to the issuance of the notice to proceed.

Plan must contain a section on fall protection.

1-2

CONSTRUCTION LIMITS AND USE OF FACILITES

1-2.1 Construction Limits

The Contractor shall confine operations, activities, storage of materials and employee parking within the areas designated by the RE. Space is limited at the site, therefore, the Contractor shall work coordinate all activities with the site preparation contractor. Any additional space the Contractor deems necessary shall be obtained off the site, at no additional cost to the Government.

1-2.2 Damage to Site

Damage to existing pavement, landscaping, structures or underground facilities caused by the Contractor's activities shall be repaired. All costs of such repairs shall be paid for by the Contractor. After notice to proceed and prior to commencement of construction, the Contractor and Resident Engineer (RE) shall conduct joint inspections of the existing areas affected by the construction. Existing damage or defects shall be noted and will be used as the basis for determination of damages caused by the Contractor's operations.

1-2.3 Contractors' Use of Premises

The Contractor shall have use of the premises within the construction area limits (as defined on the drawing) for the execution of his work and shall assume full responsibility for the protection and safekeeping of products and materials stored on the site.

The Contractor and subcontractors shall maintain the job site in a neat and orderly condition. This includes the daily removal of rubbish, waste, tools, equipment, and materials not required for the work in progress.

1-2.4 Site Access

The FAA must escort the contractor to and from the site each day. Each worker must have a current valid Government identification (i.e. driver’s license, passport) to enter the airport (NO EXCEPTIONS). The contractor must notify the FAA 48 hours in advance when more than 2 vehicles and/or more than 5 workers will require access to the site. Each vehicle shall bear the company name, a 3’ x 3’ orange and white checkered flag and an orange beacon if night work is required. The contractor shall not mark vehicles with magnetic signs. All company markings shall be permanently attached to the vehicle.

The FAA will provide an escort from the guard post to the site at 7am and from the site at 3:00pm. If additional escorts are required during the workday, the contractor shall notify the FAA a minimum of 48 hours in advance. (Contractor must bring lunch to the site each day, no escorts will be provide for lunch)

The contractor shall hire a JFK PANYNJ approved security guard service to be on-site during all times of work (the guard must have clearance to go through Post J). One (1) guard shall be hired for each five (5) workers on-site and/or for each work location. The following are some of the approved services:

Aviation Safeguards

17501 Rockaway Blvd.

Jamaica, NY

(718) 995-5000

Allied Universal

(866) 825-5433

1-2.4.1 VIP Movements

Access to the airport and work site may be restricted during the times that VIP aircraft and personnel are using the airport. If a ramp freeze is put into effect by PANYNJ OPS and the FAA, all contractor personnel must cease work and exit the airport (AOA). The FAA will escort the contractor back to the worksite after the VIP has departed the airport and the ramp freeze is lifted.

1-2.5 Vehicle Marking

All contractor vehicles shall have the company name and/or logo permanently fixed to the vehicle. All contractor vehicles shall have a 3’ x 3’ orange and white checkered flag mounted to the highest point. All contractor vehicles operating on-airport from dusk to dawn shall have an amber beacon.

1-2.6 Work Schedule

Normal work hours will be from 7 am to 3:00 pm, Monday through Friday. All work outside of the normal time frame will be coordinated with the RE a minimum of 48 hours prior.

The Contractor will have twenty-one (21) calendar days to complete the project.

Work will not be permitted during periods of rain. The Contractor will provide necessary covering for exposed areas.

Contractor not permitted to work during the following weeks (the exact days will be provide during the preconstruction meeting):

1. United Nations General Assembly (end of September)

2. Thankgiving week

3. Christmas and New Years weeks (end of December) 1-2.7

RUBBISH REMOVAL

The Contractor shall require each subcontractor engaged upon the work to bear full responsibility for cleaning up during and immediately upon completion of his work. All rubbish, waste, tools, equipment and other apparatus caused by or used in the execution of the work shall be removed. This shall in no way be construed to relieve the Contractor of his primary responsibility for maintaining the site clean and free of debris, and leaving all work in a clean and proper condition acceptable to the RE.

1-2.7.1 Rubbish Removal

Immediately after unpacking, all packing material, case lumber, wrappings, or other rubbish, flammable or otherwise, shall be collected disposed of in accordance with local regulations on a daily basis.

Site dumpster (if used) must have a fastened cover to prevent material/debris from blowing onto the airport movement area.

1-2.7.2 Overall Cleaning

Immediately before the final inspection, the surrounding areas shall be thoroughly cleaned by the contractor, including but not limited to the following:

a) For all construction facilities, debris and rubbish shall be removed from the site.

b) All tools, scaffolding, temporary utility connections or buildings, belonging to the contractor or used under his direction shall be removed from the site.

1-2.7.3 Crane Operations

The contractor must notify the FAA a minimum of four (4) weeks in advance of all planned temporary crane operations to allow for the proper coordination with FAA Air Traffic and PANYNJ Operations. The contractor must provide the FAA the planned height above ground, crane usage duration and crane location latitude and longitude.

The crane boom must have a 3’ x 3’ orange and white checkered flag mounted to the top of the boom during daytime operations. The crane boom must have a red obstruction light mounted to the top of the boom for all dusk/night time operations.

1-3

TEMPORARY FACILITIES

1-3.1 General

The Contractor shall provide and pay for all temporary services and facilities as specified below and as necessary for the proper and expeditious execution of the work.

1-3.2 Temporary Toilets and Sanitation

The Contractor shall provide ample and suitable on-site sanitary conveniences with proper enclosures for the use of all workers. Such conveniences shall be kept clean, be properly ventilated and shall be installed and maintained in conformity with requirements of all laws and ordinances governing such installation. Locations shall be subject to the RE's approval. After completion of the work, such conveniences shall be removed from the site. The toilet must be secured at the site to ensure it does not blow onto any active aircraft movement areas.

1-3.3 Temporary Electric Lighting and Power

The Contractor shall provide and maintain a temporary lighting and power system for construction and inspection purposes. The Contractor shall make all necessary arrangements for temporary electrical services and shall provide and pay for all temporary work.

1-4

INSURANCE

PROJECT INSURANCE REQUIREMENTS

As-Required by State

GENERAL LIABILITY

General Aggregate

$5,000,000

Products-Comp/Operations Aggregate

Each Occurrence

AUTOMOBILE LIABILITY

Combined Single Limit

WORKERS COMPENSATION

Statutory

As-Required by State

The certificate of insurance must include the TAA# which will be provided by the FAA to the contractor.

The Port Authority of New York and New Jersey and the FAA must be named as additional insured under the policy.

IMMUNITY CLAUSE REQUIREMENT

The certificate of insurance and liability policy MUST contain the following endorsement for the above liability coverages:

“The insurer(s) shall not, without obtaining the express advance written permission from the General Counsel of the Port Authority, raise any defense involving in any way the jurisdiction of the Tribunal over the person of the Port Authority, the immunity of the Port Authority , its Commissioners, officers, agents or employees, the governmental nature of the Port Authority or the provisions of any statures respecting suits against the Port Authority”

1-5

SUBMITTALS

1-5.1 Procedure

Four complete sets of all shop drawings and/or product data shall be submitted to the FAA General Engineer and two sets will be marked up and returned to the Contractor

1-5.2 Shop Drawing Approval

Approval will not relieve the contractor of responsibility for any error which may exist. The contractor shall be responsible for the dimensions and design of adequate connections, details, and satisfactory construction of all work.

1-5.2.1 Approved as submitted - If "approved as submitted" is marked by the General Engineer, each copy of the shop drawings or product data will be identified as having received such approval by being stamped and dated. After submittal has been approved, no substitution will be permitted without written approval by the General Engineer.

1-5.2.2 Approved as noted - If "approved as noted" is marked by the General Engineer, the shop drawings or product data is satisfactory contingent upon contractor acceptance of corrections, notations, or both and, if accepted, does not require resubmittal.

1-5.2.3 Approved as noted - resubmission required - If "approved as noted-resubmission required" is marked by the General Engineer, the shop drawings or product data may be satisfactory contingent upon contractor resubmission of corrections, notations, or both. The effect of the notations or corrections is such that resubmission is required in order to evaluate the corrected data or drawings. Contractor shall resubmit the corrected material, in the same quantity as specified for the original submittal.

1-5.2.4 Not approved - If "not approved" is marked by the General Engineer, the shop drawing or submittal data does not meet job requirements and the contractor must resubmit. If shop drawings or submittal data are disapproved, the contractor shall resubmit the corrected material, in the same quantity as specified for the original submittal.

2-1

DEMOLITION

The contractor shall remove the existing roofing system. All waste shall be disposed of in a legal manner. The roof was tested for asbestos and the following are the results:

Asbestos: No asbestos detected

Lead: None Detected

All material shall be placed in a dumpster and covered each night. Cover shall be properly fastened to ensure that no material leaves the dumpster.

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

7-1

MEMBRANE ROOFING - SINGLE PLY

7-1.1 General 7-1.1.1 Work Included

A. Furnish and install a fully adhered unballasted single ply EPDM membrane roofing and flashing.

B. Cleaning substrate.

C. Sheet roofing.

D. Flashing and sealing sheet at termination.

E. Equipment support flashing.

F. Pipe Flashing.

G. Inspection by membrane manufacturer.

H.15 year total roofing system warranty.

7-1.1.2

REFERENCES

A. ASTM D297 - Rubber Products, Chemical Analysis.

B. ASTM D412

- Rubber Properties in Tension.

C. ASTM D573 - Rubber Deterioration in an Air Oven.

D. ASTM D624 - Rubber Property - Tear Resistance.

E. ASTM D746 - Brittleness Temperature of Plastics and Elastomers by Impact.

F. ASTM D1149 - Rubber Deterioration Cracking in a Chamber.

G. ASTM D2240 - Rubber Property - Durometer Hardness.

H. ASTM E96 - Water Vapor Transmission of Materials.

7-1.1.3 Qualifications of Contractors

A. Contractors shall be required to show evidence of a minimum of 5 years experience in actual installation of similar products, on projects of similar scope, in the geographic area of this project. The roofing applicator shall be a manufacturer's authorized applicator.

7-1.1.4 Quality Assurance

The roofing system shall be installed in compliance with Shop Drawings as approved by the manufacturer. No deviations shall be made without prior written approval of the manufacturer.

7-1.1.5 Product Data

Submit manufacturer's instructions for surface conditioner compatibility, elastic flashing, joint cover sheet, and joint and crack sealants, with temperature range for application of roofing membrane.

7-1.1.6 Submittals

Prior to installation Shop Drawings are to be submitted to the RE and to the roofing system manufacturer. Manufacturer must supply approval of the final shop drawings to assure issuance of a fifteen (15) year warranty. All submittals shall be in accordance with Division 1.

7-1.1.7 Delivery, Storage and Handling

Deliver materials to the job site in original, unopened containers labeled with the manufacturer's name, brand name and installation instructions.

Materials are not to be stored exposed for prolonged periods.

Underlayment shall be kept dry and shall be protected from the elements.

Adhesive containers shall not be stored with opened lids.

7-1.1.8 Environmental Requirements

A. Do not apply sheet roofing during inclement weather.

B. Do not apply sheet roofing to damp, frozen, dirty or dusty roof surfaces unacceptable to the manufacturer.

7-1.1.10 Warranty

A. Roof contractor shall provide a 15 year total roofing system written warranty covering the following:

1.Roofing and flashing (except metal flashing) shall be waterproof and weathertight for a period of 15 years after date of final acceptance.

2.Metal flashing shall be waterproof and weathertight for a period of two years after date of final acceptance.

3.Single sheet EPDM membrane roofing and flashing (except metal flashing) shall have 15 year written warranty provided by the membrane manufacturer.

B. Leaks or defects, such as blisters, cracks, tears, etc., which may occur during term of warranty shall be corrected within 48 hours after notification by Owner of their existence, at no cost to the Owner.

7-1.1.11 Standards

A. Roofing materials, insulation, and related components necessary to complete roof and deck system shall be as designed for:

1.Underwriters' Laboratories, Inc. (UL): Class A Fire Hazard Classification.

2.Factory Mutual Systems (FM): Roof assembly Classification I-90 (minimum).

3. ASCE 7: JFK VOR is a critical building that is located within open flat land. Install additional perimeter insulation fasteners, if required by the roofing manufacturer.

B. Basis of design is:

1.Fully adhered, unballasted system; Carlisle Design A.

7-1.2 Products 7-1.2.1 Acceptable Manufacturers

A. Carlisle Tire & Rubber Company

B. Firestone

C. Or approved equal

7-1.2.2 Materials

A.Membrane: Black compounded elastomer reinforced (EPDM), 60 mils thick for adhered system, conforming to the following minimum physical properties:

PHYSICAL PROPERTY

TEST METHOD

SPEC.

FR

Tolerance on Normal Thickness,%

ASTM D 412

+/-10 +/-10

Tensile Strength, min, psi (MPa)

ASTM D 412

1305(9)

(12.3)

Elongation, Ultimate, min %

ASTM D 412

Tear Resistance, min, lbf/in

ASTM D 624

175(30.6)

(kN/m)

(Die C) (37.6)

Factory Seam Strength, min Modified Membrane Membrane

ASTM D 816

Rupture Rupture

Resistance To Heat Aging

ASTM D 573

Properties after 4 Wks @

240 deg. F.

Tensile Strength, min, psi (MPa)

ASTM D 412

1200(8.3)

(12.4)

Elongation, Ultimate, min%

ASTM D 412

Tear Resistance, min, lbf/in

ASTM D 624

150(26.3)

(k/N/m)

(42.0)

Linear Dimensional Change, max, %

ASTM D 1204

+/-2 -0.4

Ozone Resistance

Condition after exposure to

ASTM D 1149

No No

100 pphm

Cracks Cracks

Ozone in air for 168 hours

@ 104 deg. F

Specimen is at 50% strain

PHYSICAL PROPERTY

TEST METHOD

SPEC.

FR

Brittleness Temp., max, deg. F

ASTM D 746

-75 -85

(deg. C)

(-59) (-65)

Resistance to Water Absorption

ASTM D 471

After 7 days immersion @

158 deg. F, Change in mass, max, %

2.0

Water Vapor Permeability

ASTM E 96

2.0 2.0 max, perm-mils (proc B or

BW)

Resistance To Outdoor

ASTM G 96

No No

(Ultraviolet)

Cracks Cracks

Weathering

No No

Crazing Crazing

Xenon-Arc

4000 hours exposure, 176 deg. F black panel temperature Sheet

Composition

ASTM D 297

Weight percent of polymer that is EPDM, min, %

Weight percent of sheet that is EPDM polymer, min %

B.

Flashing: 1/16 inch thick SURE SEAL Elastoform Flashing, as furnished by membrane manufacture.

C.

Bonding Adhesive: As furnished by membrane manufacture. It shall be compatible with all materials to which the membrane is to be bonded.

D.

Splicing Cement: As furnished by membrane manufacturer.

E.

Lap Sealant: For sealing the exposed edge of the splices shall be trowel or gun consistency as furnished by membrane manufacturer.

F.

Water Cutoff Mastic: As furnished by membrane manufacturer.

G.

Prefabricated Accessories: As furnished by membrane manufacturer.

H.

Sure-Seal Nite Seal: As furnished by Carlisle Tire & Rubber Company.

I.

Water Pervious Fabric: "Confil Fabric" D-689 as manufactured by International Paper Co., "Sureseal HP Mat" by Carlisle, or other similar fabric approved for use in the Protected Membrane Roof System and for which a 15 year warranty is available.

J.

Fasteners: Fasteners shall be as recommended by the membrane manufacturer for each type of substrate and shall be FM approved. Fasteners will be driven into structural concrete with a minimum pullout of 800 pounds per fastener.

K.

Insulation: 2” thick Polyisocyanurate as recommended by membrane manufacturer.

L.

Termination Bars: Shall be plastic (As recommended by membrane manufacturer). Nylon bolts shall be used for fastening to the teepee..

7-1.3 Execution 7-1.3.1 Preparation

Roofing surfaces are to be thoroughly cleaned, smooth, dry, free of fines, sharp edges, loose and foreign materials, oil, grease, and fresh roof cement.

7-1.3.2 Installation

Application of the roofing system shall be done by a roofing contractor approved by the membrane manufacturer in order to obtain the 15 year warranty. Application is for Design "A" adhered system.

Nailers:

Install nailers and/or batten strips where recommended by the membrane manufacturer. Nailers shall be pressure treated for rot resistance, #2 or better lumber (Wolmanized or Osmose K-33). Asphaltic or creosote tested lumber is not acceptable. Nailers are to be installed with the top flush with the top surface of the membrane underlayment.

Insulation Installation:

Installation of insulation shall be in compliance with manufacturer's installation recommendations. Fastening of the insulation is to be in accordance with approved shop drawings.

Do not install more insulation than can be covered by membrane in the same day.

Install insulation butted together with no gaps greater than 1/4 inch. Gaps greater than 1/4 inch must be filled with the same material.

Membrane Application:

Adhered System: Position Sure-Seal roofing membrane without stretching. Allow the membrane to relax for approximately one hour before bonding. Fold the sheet back 5 feet onto itself so that one half of the underside of the sheet is exposed. It is essential that the fold in the sheet be smooth, with no wrinkles or buckles, as these could result in wrinkling the sheet after it is bonded. Apply the bonding adhesive in accordance with manufacturer's published instructions, to both the sheet and the substrate, using a nine (9) inch, plastic core paint roller.

Apply the bonding adhesive evenly, avoiding globs and puddles. Allow the adhesive to dry until it does not string or stick to a dry finger touch. Roll the coated membrane into the coated substrate being careful to avoid wrinkles. Brush down the bonded half of the sheet with a soft bristle push broom to achieve maximum contact. Fold back the unbonded half of the sheet and repeat the bonding procedure.

Apply adjoining sheets in the same manner, lapping the edges a minimum of 3 inches.

Fold the top sheet back about 12 inches and clean both mating surfaces at the splice area using clean rags with Sure-Seal Splice Cleaner. Apply the splicing cement with a 3 inch roller at a rate of approximately 150 lineal feet of 3 inch splicing per gallon of splicing cement. Apply the cement in a smooth, continuous, even coat obtaining 100% coverage on both mating surfaces; the cement coat must be smooth with no globs or puddles. Allow the cement to dry until it does not string or stick to a dry finger touch. While the adhesive is drying install a bead of inseam sealant as per manufacture detail. Roll the top sheet toward the splice area until the cemented area is nearly touching the cement on the bottom sheet. Allow the top sheet to fall freely into place; avoid stretching and wrinkling. Roll the splice with a 2 inch wide steel roller, using positive pressure, toward the outer edge of the splice. Solvent clean the splice edge, extending at least 1 inch onto the top and bottom membranes. Apply a bead of lap sealant completely covering the splice edge, feathering the lap sealant with a putty knife or trowel.

Perimeter flashing and flashing around vents, curbs, drains, scuppers, etc., shall be done with "Elastoform" flashing, using the longest pieces practicable. Complete the splice between the flashing and the main roof sheet before bonding the flashing to any vertical surface. Seal this splice at least 3 inches beyond the fasteners which attach the horizontal membrane to the nailer. Apply bonding adhesive to both the membrane and the surface to which it is being bonded. After the bonding adhesive has dried to the point where it does not string or stick to a dry finger touch, roll the flashing into the adhesive. Take care to assure that the flashing is not bridging where there is any change of direction of the flashing.

Flash all projections (pipes, conduits, etc.) passing through the membrane. Prefabricated pipe seals shall be used to flash all pipes. Install all flashings and terminations in accordance with manufacturer's details.

Exercise care to ensure that water does not flow beneath any completed sections of roof, by temporarily sealing the loose edge of the membrane with "Nite Seal" when the weather is threatening and at end of each work day. Mix the two components thoroughly according to the instructions on the label. Apply the Nite Seal at a rate of 100 lineal feet per gallon, 12 inches back from the edge of the sheet. It may be necessary to use a trowel to spread the material in order to achieve the prescribed coverage. After embedding the membrane in the Nite Seal, weight the edge, providing continuous pressure over the length of the cutoff. When work is resumed, pull the sheet free before the installation is continued.

7-1.3.5 Daily Seal

When the completion of flashings and terminations is not completed by the end of each work day, provisions must be provided to temporarily close the membrane to prevent water infiltration.

Temporarily seal any loose membrane edge down slope so that the membrane edge will not buck water. Caution must be exercised to ensure that the membrane is not temporarily sealed near drains in such a way as to promote water migration below the membrane.

Sure-Seal Nite-Seal shall be used for temporary sealing of membrane edges and shall be applied as follows:

After embedding the membrane in Nite-Seal, CHECK FOR CONTINUOUS CONTACT. Provide continuous pressure over the length of the temporary seal with 10 foot lengths of 2-1/2 inch diameter Sure-Seal Lay Flat Tubing filled with dry sand. Do not use wood nailers.

When work is resumed, pull the EPDM membrane free; trim and remove membrane where the Nite-Seal was previously applied before continuing installation of adjoining sections.

7-1.3.6 Clean-up

Upon completion of the work all materials, equipment and debris are to be removed from the roofs.

7-1.3.7 Manufacturer's Inspection

After completion of the roof system, the approved applicator shall submit to the membrane manufacturer a request for inspection within seven (7) days of job completion, in a form required by the manufacturer. An inspection shall be scheduled with the manufacturer, the applicator, Contractor and the RE. The inspection shall be conducted by the manufacturer's field technician to determine conformance with manufacturer's current specifications and details. Any areas found not to be in conformance shall be written up by the technician and repaired or replaced by the applicator to meet the manufacturer's current specification and details. Upon completion of any repairs or replacement, the applicator shall submit a warranty form to the manufacturer for review.

Submit a fifteen (15) year warranty to the RE.

7-2

FLASHING

7-2.1 General

This section specifies requirements for all metal facia materials.

7-2.2 Submittal

Submit, in accordance with Division 1, manufacturer's product data, installation instructions and general recommendations for each specified sheet material and fabricated product.

7-2.3 Materials

All materials shall be 24 gauge galvanized steel sheet with PVC coating.

7-2.4 Execution 7-2.4.1 Installation

Except as otherwise shown on the Contract Drawings, comply with manufacturer's installation instructions and recommendations, and with SMACNA "Architectural Sheet Metal Manual." Anchor work in place with adhesives, setting compounds or other devices as recommended by the manufacturer. Install work with laps, and joints filled with sealant which will be permanently watertight and weatherproof. Where metal is directly over masonry concrete and/or wood, provide felt between metal and such materials.

7-2.4.2 Protection

Perform required procedures or surveillance and protection of flashings during construction to ensure that work shall be without damage or deterioration, other than natural weathering at time of issuance of the Certificate of Final Completion.

7-3

Temporary Roof

The Contractor will supply and install tarps each day to cover the areas where the roof has been removed. This will continue until the new roof system is installed. At no time shall roof be left uncovered.

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