Specifications for the Albany VOR Roof Rehabilitation ALB-VOR-1004541.pdf

SPECIFICATIONS

Albany, VOR Roof Rehabilitation

ALB-VOR-1004541

March 2020

Albany International Airport Latham, New York

THIS PAGE INTENTIONALLY LEFT BLANK

FEDERAL AVIATION ADMINISTRATION

FAA-ALB-VOR-1004541 March 2020

COVER AND TABLE OF CONTENTS 00 00 00 - 3

TABLE OF

CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 31 00 PROJECT MANAGEMENT AND COORDINATION

01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION

01 33 00 SUBMITTAL PROCEDURES

01 35 00 SPECIAL PROCEDURES

01 35 29 HEALTH AND SAFETY REQUIREMENTS

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 58 13 POSTING OF NOTICES

01 64 00 GOVERNMENT FURNISHED MATERIAL

01 71 33 PROTECTION OF WORK AND PROPERTY

01 74 23 FINAL CLEANING

01 77 00 CLOSEOUT PROCEDURES

01 78 36 WARRANTIES AND GUARANTEES

DIVISION 02 - EXISTING CONDITIONS

02 40 00 DEMOLITION AND STRUCTURE MOVING

DIVISION 06 - WOOD

06 15 16 WOOD ROOF DECKING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 19 FOAMED-IN-PLACE INSULATION

07 56 00 FLUID APPLIED ROOFING

07 61 19 FLAT SEAMED SHEET METAL ROOFING

DIVISION 13 – SPECIAL STRUCTURES

13 34 23 FABRICATED STRUCTURES

APPENDICES:

APPENDIX 1: Not Used

SUMMARY OF WORK 01 10 00 - 1

01 10 00 – SUMMARY OF WORK

PART 1 – GENERAL

01 11 00 SUMMARY OF WORK

A. These specifications, together with the referenced specifications, standards and drawings, document the requirements of the Federal Aviation Administration (FAA) for the rehabilitation of an existing metal panelized roof and the application of an elastomeric roof system on a VORTAC (VOR) facility located at Albany International Airport in Latham, NY. The roof rehabilitation project includes (but is not limited to) removal of the FAA antenna tee pee and associated monitor antenna mounts, demolition of the existing roof overlay (materials above the panelized metal), soffit removal (and reinstallation) repair of rotted panelized roofing (as needed), repair of rotted roof decking (as needed), the installation of a liquid applied elastomeric roof overlay and the installation of a refurbished antenna tee pee. The refurbished antenna teepee will be Government Furnished Material (GFM). The Contractor shall install a new (GFM) monitor antenna support system (assembly) around the roof edges. The project also includes; application of interior spray foam insulation, soffit work to provide mounting for the new support assemblies and reinstallation of electrical conduit. The Contractor shall provide and secure all labor, material, equipment, tools, transportation, and supplies required to complete the work in accordance with the contract plans and specifications.

01 11 13 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Identification:

Project Location: Albany International Airport, Latham, NY in the County of Albany. The site is located near centerfield approximately 1800 feet east of the passenger terminal.

Owner: United States Government Department of Transportation Federal Aviation Administration (FAA) 1 Aviation Plaza Jamaica, New York 11434

Local delivery address:

Federal Aviation Administration

WER31-ALB

130 Sicker Rd.

Latham, NY 12110.

SUMMARY OF WORK 01 10 00 - 2

B. Contract Documents: The drawings and specifications for the project were prepared by:

Federal Aviation Administration Boston Infrastructure Engineering, (AJW-2E15L), 11 Murphy Drive Nashua, New Hampshire, 03062.

C. Construction Contract Administration: An FAA Contracting Officer will administer this contract.

D. Construction Manager: This contract will be field managed by an FAA / Contracting

Officers Representative (COR).

E . The project includes those elements indicated and specified in the contract documents including, but not limited to the following:

(The information below is for information only and is not presented in a required order of precedence.)

1. The VOR facility will be shut down for the duration of construction. The Contractor is expected minimize the VOR facility outage by maintaining schedule. The work is expected to take 45 calendar days.

2. The FAA will remove the existing VOR transmit antennas, TACAN/DME cables (inside the teepee) and the VOR monitor antennas (“mailboxes”) along the edge of the roof.

Remaining (cable) connectors shall remain taped and protected for the duration of construction.

3. The Contractor shall protect all electronic equipment inside the VOR shelter for the duration of the project. Install a 6 mil plastic covering wrap over electronic equipment cabinets to protect from moisture and dust.

4. The Contractor shall preserve and protect VORTAC components removed from the roof.

With FAA assistance, the Contractor shall remove the stacked VORTAC components from atop the structure so roof rehabilitation may commence. The (800 lb.) TACAN is located at the top of the stack (see Contract drawings) and shall be removed first, followed by the (300 lb.) TACAN collar and finally the (800 lb.) VOR cone (or teepee) which rests on the roof. The teepee is (relatively fragile) so the collar shall be removed while teepee is still attached to the roof. Mutually acceptable FAA/Contractor dates for the VORTAC picks shall be coordinated through the FAA COR and agreed on at the Pre-Construction Meeting.

5. The GFM teepee delivery and old teepee pickup shall take place via one truck on the same day. This will require teepee storage at the Contractors staging area. The Contractor shall supply dunnage/cribbing to secure the Tacan, the Tacan collar, and VOR tee pee while they are being stored on site. The contractor shall provide a means to secure the equipment to prevent it from blowing over while in storage.

6. At minimum, the Contractor shall provide a crane, crane operator, a 60’ Gene man lift and eight hours of labor for each “crane operation” day.

7. Actual sequence of work is the Contractor’s preference, but crane operation days will include one or a combination of the following events:

SUMMARY OF WORK 01 10 00 - 3

(i) Removing the existing VORTAC antenna components from the roof

(ii) Removing the refurbished VOR tee pee from (GFM) supplier’s trailer

(iii) Installing the refurbished VOR tee pee, TACAN collar and TACAN to the roof.

(iv) Loading the existing VOR tee pee on to supplier’s trailer.

(v) Installing/removing the VORTAC components from (Contractor supplied) cribbing on site.

8. The FAA COR shall identify the north monitor bracket for the Contractor to create an offset for re-establishment of the north monitor bracket location. After an offset for the north bracket has been established by an Registered Land Surveyor (RLS) the Contractor shall remove the 16 monitor brackets (and associated hardware) from the roof perimeter.

9. Remove ground brackets, hangers, grounding system leads and ladder support lags from the roof and soffit areas. Secure grounding system leads (down conductors) out of the way, preserve and protected for reattachment.

10. Remove the existing roof overlay of existing roofing material and associated flashings down to (but not including) the panelized metal roofing. The existing roof overlay to be removed includes single ply membrane (PVC) roofing, fiber board, mastic impregnated roofing felt, edge flashing, vertical edge fascia and other associated roof materials.

Preserve soffit and building fascia.

11. Remove all dirt, chalking, debris and any other foreign matter from the metal deck in preparation for rehabilitation work.

12. Remove metal panelized roofing as necessary to replace all rotted and/or damaged 2 x 6 tongue and grove wood decking. Replace T&G deck with pressure treated wood, dimensionally similar material to the material being replaced.

13. Cut radius and install 2 x planks at the roof perimeter along the underside of the existing deck so as to provide a 3” nailer and blocking for the roof edge strip, ladder support and GFM monitor support assemblies.

14. A Registered Land Surveyor (RLS) shall re-establish the north bracket location from the offset previously placed. From the centerline of the north bracket, layout the 16 new (GFM) monitor antenna support assemblies (brackets) at 22.5° intervals/segments.

15. For installation new monitor antenna support assemblies, dual studs anchors (see Monitor

Antenna Support Assembly drawing) will require installation first. To install the Contractor shall carefully unfasten (disassemble if necessary) and lift the panelized roof system at the perimeter to access the wood deck at the edge for anchor installation.

Refastened and repair roof after anchor installation. Do not tighten anchor nuts until soffits have been reinstalled.

16. Replace as necessary all rotted and/or damaged panelized metal roofing. Metal panelized roofing may be patched with fully soldered sheets of terned stainless steel manufactured by Spangler Industries (or equal) or 20 oz. copper sheets no greater than 16 sq. ft. in area.

Prepare areas to be soldered with wire brush to assure a metal to metal soldered joint. See Division 7, Thermal and Moisture Protection.

SUMMARY OF WORK 01 10 00 - 4

17. Install copper ground plates (see Grounding Details drawing) and bond to (existing) down conductors as shown on Contract drawings.

18. Cut insulation application access panels in all ceiling areas above conditioned building space.

19. Provide COR 48 hour minimum notice prior to power washing substrate. Power wash entire surface with minimum pressure as prescribed by the elastomeric roofing manufacturer. Remove all dirt, chalking, debris and any other foreign matter. Provide for water to be transported to the site as needed. The power wash will also serve as a water test of the substrate. Use a minimum of 250 gallons and test entire area outside the VOR enclosure footprint. The wood deck underside shall be inspected for water intrusion and the topside panelized substrate for significant ponding.

20. Prior to application of the elastomeric roof system the COR shall approve the substrate.

Install an elastomeric fluid applied overlay to the panelized metal roof. At a minimum the system shall consist of a fluid base coat, a reinforcing fabric laid into the basecoat and a topcoat-weathering surface (Truco or equal). Metal edging shall not be used on the roof surface (it may be used on the vertical edge as a cleat) due to VOR signal interference.

See Division 7, Thermal and Moisture Protection.

21. Contractor shall re-install soffits over nailers and furring.

22. Contractor shall re-install electrical conduit under soffits. (#2 bare copper ground wire and associated hangers shall not be reinstalled)

23. Install the 16 (GFM) monitor antenna support assemblies at locations previously laid out by RLS. Contractor shall make initial adjustments to assemblies so keystone angle bracket tops are level (within ¼”) with each other. Never seize (or equal) shall be used on all threaded parts.

24. Install ladder bracket on roof edge/soffit opposite teepee door (as shown on contract drawings).

25. A mutually acceptable date for the final pick (crane day) shall be coordinated by the COR. With FAA assistance, the Contractor shall reinstall the stacked VORTAC components to atop the structure. Reference the Teepee Installation Sequence on the “Building Sections and Details” Contract drawing. The (800 lb.) VOR cone (or teepee) rests on the roof and so, shall be installed first. The (300 lb.) TACAN collar shall be installed next (the teepee is relatively fragile so the TACAN collar shall be installed after the teepee is attached to the roof. Finally, The (800 lb.) TACAN shall be installed.

26. The Contractor shall apply spray on closed cell insulation to the underside of the wood roof deck over the conditioned building space (36’ x 36’). Use Icynene ProSeal LE (or equal) to obtain a min. R value of 49.

27. The Contractor shall conduct any final cleaning and site restoration necessary.

28. Contractor shall install a rubber walkway on the roof (30 days after roof/elastomeric installation is complete) as shown in the Contract drawings.

SUMMARY OF WORK 01 10 00 - 5

F. Plans showing general outlines and details necessary for a comprehensive understanding of the work form a part of the Contract Documents. The total number and the titles of the drawings constituting the Plans are given in the index of the plans drawing ALB-1004541- G004 and below. All work under the Contract shall be performed in accordance with the Contract Documents.

Facility Outage: The VOR facility will be out of service for the project duration.

G. In addition to electronic copies, the FAA will provide the Contractor with one bound and one unbound hardcopy of the construction plans and specifications marked “Issued for Construction” for the Contractor’s use during the execution of the Contract. The Contractor may reproduce these documents for its use during the performance of the work under this Contract.

H. The Contractor shall maintain at the Site at all times at least one (1) copy of Plans, Technical Specifications, approved submittals and all other Contract Documents, together with at least one (1) complete set of any approved Shop Drawings or approved samples.

I. If any error, omission, discrepancy, or ambiguity is found by the Contractor in the Plans or

Technical Specifications, the Contractor shall refer the same to the Contracting Officer (CO) prior to beginning work on affected task(s), for interpretation and decision, and such decision shall be final.

J. Conflict Resolution - The Contractor shall meet standards, specifications, and drawings as specified herein. The specifications and drawings will rule in all cases. Specifications will govern over drawings. In the event of dimensional discrepancies or omissions, the Contractor shall field verify and correct the information, and the COR shall render an interpretation and decision.

K. LIST OF CONTRACT DRAWINGS:

ALB - 1004541 - G003 COVER SHEET

ALB - 1004541 - G004 INDEX, ABREVIATIONS AND LEGEND

ALB – 1004541 - G005 GENERAL NOTES AMD GFM LIST

ALB – 1004541 - D001 DEMOLITION PLAN

ALB – 1004541 - A005 NEW ROOF PLAN

ALB – 1004541 - A006 ROOF EDGE DETAILS

ALB – 1004541 - A007 BUILDING SECTIONS AND DETAILS

ALB – 1004541 - A008 MONITOR ANTENNA AND LADDER SUPPORT

ASSEMBLIES

ALB – 1004541 - E001 GROUNDING DETAILS

01 11 13 WORK BY OWNER

The FAA will perform the following work in conjunction with the roof rehabilitation contract:

A. Remove VOR antenna from VOR antenna pedestal and the electronic wiring to all antennas located in the antenna enclosure (teepee) and on the shelter roof. Unwire, remove and store 16 monitor antennas from the roof perimeter. Tape remaining cable ends for protection during construction.

SUMMARY OF WORK 01 10 00 - 6

B. Provide north bracket location to Contractor.

01 11 19 GOVERNMENT FURNISHED MATERIAL

Government Furnished Material: GFM will be onsite for the Contractor’s use no later than the Contract NTP date, (not including the new antenna enclosure (tee pee) which will be coordinated with the Contractor separately) and will include:

PART 2 – PRODUCTS: NOT USED

PART 3 – EXECUTION: NOT USED

END OF SECTION 01 10 00

WORK RESTRICTIONS 01 14 00 - 1

SECTION 01 14 00 – WORK RESTRICTIONS

01 14 13 ACCESS TO SITE

A. Escort Required: The site is an “escort required” on airfield site and access shall be coordinated with the COR. Due to the sites proximity to both airport runways and taxiways, the limits of Contractor activities will be restricted to the immediate facility site location. Contractor equipment may occupy the VOR parking area and limited use of a grass area on the east side of the VOR. Contractor equipment shall be removed to the contractor staging area at the end of each work day.

B. Security: The site is located on the airport operations area (AOA) and an airport security badge or COR escort will be required at all times.

The Contractor shall provide the COR with a list of all contract personnel who will require access to the site. Include each individual’s name, date of birth, address and the company they work for. Keep the list current throughout the duration of project work. Contractor and Subcontractor personnel may be subject to security investigation by FAA. Upon request by the COR, the contractor shall promptly complete all security forms provided by the COR.

Current procedures at FAA facilities include the "right to search." If in the judgment of the COR or other FAA personnel there is cause to search a vehicle or person, such search may be made.

The Contractor, upon request of the COR, shall dismiss from the premises any employee of the Contractor or Subcontractor who, in the opinion of the FAA representative, violates the terms, conditions, or specifications of the contract, or interferes with FAA operations.

C. Inspection of Site by Contractor: The Contractor shall have carefully examined the work to determine the extent and conditions under which it must be done. The Contractor is urged to make a site visit prior to submission of bid. Failure to visit the site shall not relieve the Contractor from responsibility for the work conditions and workmanship as specified herein. Schedule pre-bid site visits with Shaun Sullivan 603-881-1269, prior to the desired site visit date. Site visits will be scheduled based on the availability of the FAA COR.

01 14 19 USE OF SITE

A. The Contractor will not have complete and exclusive use of the premises for the execution of work. The work to be performed is on an active airfield traffic control facility, and all FAA operations shall take precedence over any and all work performed by the Contractor. If, at any time, the work of the Contractor is disruptive to the performance of FAA functions, the Contractor shall be directed to cease work and shall

WORK RESTRICTIONS 01 14 00 - 2

reschedule the work with the COR. The site is located on Albany International Airport in Latham, NY. The Contractor shall not permit any unauthorized construction personnel or traffic on the site.

B. Damage to the FAA site or any abutting properties caused by the Contractor's activities shall be repaired.

C. FAA Operations: See Section 01-35-13 for FAA and Airport Authorities Operations related work restrictions.

PART 2 – PRODUCTS: NOT USED

PART 3 – EXECUTION: NOT USED

END OF SECTION 01 14 00

01 31 00 - 1 PROJECT MANAGEMENT AND COORDINATION

SECTION 01 31 00 PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

01 31 13 PROJECT COORDINATION

A. The Contractor shall coordinate all on-site construction activities with the FAA COR.

The Contractor and FAA will coordinate mutually agreeable dates for the VOR teepee removal and reinstallation.

B. The Contractor shall prepare a detailed schedule of work, and arrange the work to prevent conflicts between Subcontractors. The Contractor shall be responsible for coordination of the work by different trades and all of the work of this contract. The Contractor shall resolve all coordination conflicts that arise among Subcontractors.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and to ensure orderly progress of the work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor’s construction schedule

2. Installation and removal of temporary facilities and controls

3. Delivery and processing of submittals

4. Pre-Construction conferences

5. Progress meetings

6. Project closeout activities

D. Contractor correspondence shall be directed to CO with a copy to the COR. Submittals shall be directed to the COR with a copy to the CO.

01 31 19.13 PRE-CONSTRUCTION MEETING

A. The FAA will hold a pre-construction meeting after contract award and prior to issuance of the Notice to Proceed. The Contractor shall attend the preconstruction conference to discuss procedures related to site access, access to the Aircraft Operations Area (AOA) use of premises, facility security, construction work schedule, temporary facilities, material disposal, and facility operations. The CO shall establish the time and location for the preconstruction conference after contract award.

01 31 19 PROJECT MEETINGS

A. Schedule and administer Project meetings throughout progress of the work at weekly intervals as well as any called meeting. A time for the weekly project meetings shall be coordinated between the Contractor and FAA (based on stakeholder availability) and set at the pre-construction meeting.

01 31 00 - 2 PROJECT MANAGEMENT AND COORDINATION

B. Attendance: Job superintendents, major subcontractors and suppliers; and COR as appropriate to address topics for each meeting.

C. Agenda will include review of work progress, status of progress schedule and adjustments thereto, delivery schedules, submittals, maintenance of quality standards, pending changes, substitutions and other items affecting progress or work.

PART 2 - PRODUCTS NOT USED

PART 3 – EXECUTION NOT USED

END OF SECTION 01 31 00

CONSTRUCTION PROGRESS DOCUMENTATION 01 32 00 - 1

SECTION 01 32 00 – CONSTRUCTION PROGRESS DOCUMENTATION

01 32 13 SCHEDULING OF WORK

A. Normal working hours window is 0600 to 1700, Monday through Friday (except holidays).

Contractor requests to work outside normal working hours require COR approval. However, the COR has full discretion to approve or disapprove, or withdraw approval of, requests. If the contractor desires to work outside normal hours (including Saturdays, Sundays, and holidays), he shall submit his written request to the COR at least 48 hours in advance. Some typical constraints on working outside normal working hours are:

1. The Contractor’s request must be made at least two days in advance (e.g., request received by close of business Wednesday for work on following Saturday). Prior to submitting the request, the Contractor must coordinate as needed (such as utility outages) and have all required people and materials for the work that will be performed.

2. A Contractor with quality or safety problems (as determined by the COR) will be restricted to normal working hours.

3. A Contractor who fails to correct deficiencies within a reasonable time (as determined by the COR) will be restricted to normal working hours or may be allowed to work outside normal working hours only to correct those deficiencies.

4. The Contractor shall schedule his work to cause the least amount of interference to normal activities. Any work proposed to be accomplished outside of normal working hours shall be coordinated with the COR prior to doing the work.

01 32 16 Schedule:

Submit a realistic schedule, including the salient features listed below to the CO for approval within 10 days of the date of award of the contract, unless a different time is specified in the contract clauses.

Salient Features.

a. Mobilization.

b. Remove monitor antenna supports.

c. Remove TACAN, collar and VOR enclosure.

d. Remove roof overlay.

e. Replace rotted wood decking.

f. Repair rotted panelized metal.

g. Install elastomeric metal roof coating on Terne plate.

CONSTRUCTION PROGRESS DOCUMENTATION 01 32 00 - 2

h. Re-install monitor antenna supports

i. Re-install TACAN, collar and install refurbished VOR enclosure.

j. Final Clean and site restoration (as necessary)

k. Demobilization.

l. Install walkway.

END OF SECTION 01 14 00

SECTION 01 33 00 – SUBMITTAL PROCEDURES

01 33 16 Design Data

Samples, certificates, reports, catalog cuts, letters, shop drawings, etc.

required under this specification shall be submitted to the COR with a copy to the CO and Project Engineer. All products specified herein to meet certain published specifications shall have clarifications submitted which state compliance with such specifications. The Contractor shall provide a minimum of ten (5) business days for FAA to review the submittals, unless otherwise noted in the specifications. Rejection of submittals shall not be grounds for claims by the Contractor.

01 33 23 Shop Drawings, Product Data and Samples

A. Three (3) complete sets (to include one reproducible) of all shop drawings and/or product data shall be submitted by the Contractor to the CO. Two sets will be marked and returned to the Contractor by the Project Engineer, with the approval status noted.

B. All submittals shall be accompanied by transmittal letters identifying the contents of the submittal. Transmittal letters shall consist of one original and one copy.

C. Work requiring an approved submittal shall not be initiated prior to approval of that submittal.

D. Submittals from subcontractors shall be reviewed and approved by the Contractor and coordinated with any other work involved before they are transmitted for review. Submittals shall be complete and detailed, and assembled in sets. Incomplete or inadequate descriptions will not be approved.

01 33 23.10 SUBMITTAL APPROVAL

A. Approved As Submitted - If “Approved As Submitted” is marked by the Project Engineer, each copy of the submittal will be identified as having received such approval by being stamped (or annotated) and dated. After submittals have been approved, no changes or substitutions will be permitted without written approval by the Project Engineer.

B. Approved As Noted - If “Approved As Noted” is marked by the Project Engineer, the submittal is satisfactory contingent upon the Contractor’s acceptance of comments and notations. If accepted, resubmittal is not required.

C. Not Approved - If “Not Approved” is marked by the Project Engineer, the submittal does not meet job requirements and the Contractor must resubmit. If submittal is disapproved, the Contractor shall resubmit the corrected material in the same quantity as specified for the original submittal.

01 33 23.20 SUBSTITUTE MATERIAL

The Contractor may submit for approval material other than that specified if it meets the following:

A. Meets or exceeds the specifications as determined by the FAA.

B. Material is available on a timely basis.

C. Substitution of a material shall not obligate the FAA for additional costs which may be associated with furnishing and installing the substitute material.

Substitution submissions shall be clearly marked as such and shall meet the requirements of paragraph 2.1, Submittals. The Contractor shall allow ten (5) business days from date of receipt by the Project Engineer for substitute submission approval.

PART 2 - MATERIALS

2.1 SUBMITTALS REQUIRED

Submittals required shall include but not necessarily be limited to the following:

A. Safety Plan: Section 01 35 29.

B. Schedule:

C. Employee List: Section 01 00 00.

D. Subcontractor List (accessing the AOA): Section 01 10 00.

E. Elastomeric Roof System: Section 07 56 00 F. Sprayed Insulation: Section 07 21 29 G. Red Lined Drawings: Section 01 78 39.

H. Warranties: Section 01 78 36.

Submittals A thru D shall be submitted prior to the NTP.

PART III: NOT USED

END OF SECTION 01 33 00

SPECIAL PROCEEDURES FOR AIRPORT FACILITIES 01 35 13 - 1

SECTION 01 35 13 – SPECIAL PROCEEDURES FOR AIRPORT FACILITIES

1.1.1 SUMMARY: This section describes the requirements for working at airport facilities.

1.1.2 The work to be performed is within/at an active aircraft operations area (AOA), and all Airport Authority and FAA operations shall take precedence over any and all work performed by the Contractor. If, at any time, the work of the Contractor is disruptive to the performance of FAA functions, the Contractor shall be directed to cease work and shall reschedule the work with the COR.

1.1.3 FAA OPERATIONS

A. The FAA has established moratorium dates for construction activity at critical Air Traffic Control facilities. The intent is to minimize impact on the ability of FAA to perform its operational activities during peak air travel dates. Moratorium dates are typically scheduled over the Thanksgiving Holiday and the Christmas/New Year Holiday although others may be scheduled depending on local events and will be discussed at the preconstruction conference prior to NTP.

B. Due to the current construction schedule falling outside these seasons, minimal disruption to the work is expected.

C. RESTRICTIONS TO AIRSPACE – Access to the airspace adjacent to and above the existing VOR building will be restricted while the runways are active.

The utilization of equipment over 15’ in height at the site is also restricted and will require prior coordination with the FAA COR. Additional information regarding procedures for accomplishing work under this requirement will be discussed at the pre-construction conference.

D. AIR SPACING THE CRANE(S) - The FAA requires a Form 7460 – 1 Notice of proposed Construction or Alteration for airspaceing the maximum ht. of his crane.

Form 7460 has been approved for this project for a crane ht. no greater than 60’. The Contractor must coordinate with the COR a minimum of one week prior to crane work.

1.4

A . RESTRICTIONS TO ACCESS - Access to work areas may be restricted from time to time by necessity of airport operations.

B. DUMPSTER – The Contractors dumpster shall be covered at all times due to its proximity to the AOA. The dumpster shall be located in the contractor’s staging area which may be outside the AOA. The exact location of the Contractors

SPECIAL PROCEEDURES FOR AIRPORT FACILITIES 01 35 13 - 2

staging area will be determined no later than at the pre-construction meeting. The FAA COR may allow the dumpster to be temporarily located at the site during roof demolition but immediately moved to the staging area once the demolition phase is complete. The dumpster location and use shall be discussed at the pre-construction meeting.

SECTION 2 N O T U S E D

SECTION 2 N O T U S E D

E N D O F S E C T I O N 0 1 3 5 1 3

TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 1

SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS

1.1 SUMMARY

A. This Section includes requirements for temporary utilities, support facilities (storage sheds), and security and protection of temporary facilities.

1.3 USE CHARGES

A. General: Cost or use charges for temporary facilities shall be included in the Contract Sum. Allow other entities to use temporary services and facilities without cost, including, but not limited to: FAA's construction forces, testing agencies, and authorities having jurisdiction or others with a need to be on site.

B. Water Service: Pay water service use charges for water used by all entities for construction operations. Obtain permits and pay for inspections. Pay costs of installation, operation, maintenance and removal of system, and restoration of existing and permanent equipment. Pay costs of water consumed. Water is not available at the ALB VOR site.

C. Electric Power Service: Electric power will be available for Contractor use at the ALB VOR site.

1.6 PROJECT CONDITIONS

A. Temporary Use of Permanent Facilities: Installer of each permanent service shall assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before FAA's acceptance, regardless of previously assigned responsibilities.

PART 2 - PRODUCTS

2.1 TOILET FACILITIES

A. Enclosed portable self-contained units or temporary water closets and urinals, designed either for chemical neutralization or for holding in a temporary tank for pumping by a legally permitted sewage transport company.

B. Dumpster: Provide temporary dumpster as required for execution of the work. See Section 01- 35-13, 1.4, B for dumpster restrictions.

TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 2

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Contractor shall provide and pay for all temporary facilities as necessary for the proper and expeditious execution of the work. Contractor shall provide all labor, materials, equipment and appurtenances necessary for the complete installation, operation and maintenance of all temporary facilities. Unless otherwise noted Contractor shall pay costs of all utilities consumed. All work under this Section shall comply with applicable laws, rules, regulations, codes, ordinances and orders of all federal, state and local authorities having jurisdiction for the safety of persons, materials and property. Contractor shall remove all such temporary installations and connections when no longer necessary for the project work.

3.2 TEMPORARY UTILITY INSTALLATION

A. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of construction personnel. Comply with authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities.

B. Electric Power Service: Unless otherwise noted the contractor my use existing FAA power currently on site. If the existing service is not sufficient or presents risks to the NAS, the contractor shall supply power in accordance with paragraph C below.

END OF SECTION 01 50

POSTING OF NOTICES 01 58 13-1

SECTION 01 58 13 - POSTING OF NOTICES PART 1 - GENERAL

1.1 SCHEDULE OF WAGE RATES AND BENEFITS

A. The Contractor, and each subcontractor under him, shall post in a conspicuous place on the site (1) the schedule of the specified overall hourly rate for each applicable classification; (2) the amount of liquidated damages for any failure to pay such rates; and (3) the name and address of the responsible official in County or the U.S. Department of Labor (whichever is applicable) to whom complaints should be given.

B. Copy of this Notice will be provided to the Contractor by the FAA.

1.2 NON-DISCRIMINATION CLAUSE

A. In accordance with AMS Clause No. 3.6.2-9 Equal Opportunity, the Contractor shall post the non-discrimination clause as required by Executive Order 11246.

B. The following is a statement of the required clause: Equal Employment Opportunity is the Law-- Discrimination is Prohibited by the Civil Rights Act of 1964 and by Executive Order No. 11246. Title VII of the Civil Rights Act of 1964--Administered by: The Equal Employment Opportunity Commission. Prohibits discrimination because of Race, Color, Religion, Sex, or National Origin by Employers with 25 or more employees, by Labor Organizations with a hiring hall of 25 or more members, by Employment Agencies, and by Joint Labor-Management Committees for Apprenticeship or Training. Any person who believes he or she has been discriminated against should contact: The Equal Employment Opportunity Commission. 2401 E Street, NW, Washington, DC 20506.

C. EXECUTIVE ORDER NO. 11246--Administered by: The Office of Federal Contract Compliance Programs prohibits discrimination because of Race, Color, Religion, Sex, or National Origin, and requires affirmative action to ensure equality of opportunity in all aspects of employment by all Federal Government Contractors and Subcontractors, and by Contractors Performing Work Under a Federal Assisted Construction Contract, regardless of the number of employees in either case. Any person who believes he or she has been discriminated against should contact: The Office of Federal Contract Compliance Programs, U.S. Department of Labor, Washington, DC 20210.

PART 3 - EXECUTION NOT USED

END OF SECTION 01 58 13

POSTING OF NOTICES 01 58 13-2

THIS PAGE INTENTIONALLY LEFT BLANK

GOVERNMENT FURNISHED MATERIAL Page 1

SECTION 01 64 00 – GOVERNMENT FURNISHED MATERIAL

1.1 REQUIREMENTS

1.2 PRODUCTS

A. Government Furnished Material acceptance – The Contractor, in the presence of the COR, shall inspect all the GFM listed below and in the solicitation within 10 days of delivery.

The Contractor will advise the COR of any missing or damaged GFM or components. If the COR is not given notification in writing of the damaged or missing components within this time period, the FAA will assume that the material is complete and ready for installation. Any replacement or correction of GFM will then become the Contractor’s responsibility and any delays due to missing GFM will be the Contractor’s responsibility.

1.3 TRANSPORTATION AND HANDLING

A. The FAA will provide transport to the site for GFM.

1.4 STORAGE AND PROTECTION

A. Store products in accordance with manufacturer's instructions, with seals and labels intact and legible.

PART 2 – PRODUCTS

A. Sixteen monitor antenna support assemblies as shown on contract drawing: ALB- 1004541-A008.

B. Sixteen transition plates and anchor plates as shown on contract drawing: ALB-

C. Refurbished VOR antenna enclosure and associated hardware.

D. One ladder bracket as shown on contract drawing: ALB-

E. All items contained in the GFM Material List table, as shown on contract drawing: ALB-1004541-G005.

GOVERNMENT FURNISHED MATERIAL Page 2

PART 3 –

EXECUTION – NOT USED

END OF SECTION 01 64 00

PROTECTION OF WORK AND PROPERTY 01 71 33 - 1

FAA-ALB-VOR-104541 March 2020

SECTION 01 71 33 - PROTECTION OF WORK AND PROPERTY

1.1 REQUIREMENT INCLUDED

A. Protection of products after installation.

B. Protection of existing equipment, property and landscape C. Protection of GFM transferred to the Contractor.

1.2 SUBMITTALS

NOT USED

PART 2 - PRODUCT

3.1 PROTECTION AFTER INSTALLATION

A. Protect installed products and control traffic in immediate area to prevent damage from subsequent operations.

B. Restrict traffic across finished unpadded roof areas.

3.2 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE

A. The Contractor shall be responsible for the preservation of all public and private property, and shall protect carefully from disturbance or damage all land monuments and property markers until the COR has witnessed or otherwise referenced their location and shall not move them until directed including the north bracket offset.

3.3 PROTECTION OF GFM TRANSFERRED TO THE CONTRACTOR.

A. The Contractor shall supply adequate dunnage to anchor the refurbished (or existing) tee pee in place while in storage on site and protect from wind damage.

3.4 FOUL WEATHER PROTECTION

A. The Contractor shall take all precautions as necessary to prevent damage to the facility and shall be responsible for damage to the facility resulting from any act, omission, neglect, or misconduct in the execution of foul weather preparations. It is highly recommended that the Contractor use a one piece tarp to adequately protect the VOR building during construction.

B. In the event of a severe storm warning or as directed by the COR, the Contractor shall:

PROTECTION OF WORK AND PROPERTY 01 71 33 - 2

A. Cover entire work area with a securely fastened tarp. Secure outside equipment and materials and place materials subject to possible damage in protected locations.

B. Check surrounding area, including roof, for loose material, equipment, debris, and other objects that could be blown away or against existing facilities. Employ additional tie downs for porto-john and dumpster tarp.

C. Secure crane(s) and GFM antenna enclosure if stored at site.

D. After the storm, the Contractor may be directed by the COR to assist in the restoration of the existing facility. Any restoration shall take precedence over the construction contract. Any additional costs will be claimed under the “changes” clause of the contract.

END OF SECTION 01 71 3

PROTECTION OF WORK AND PROPERTY 01 71 33 - 3

FINAL CLEANING 01 74 23 - 1

FAA-ALB-VOR-1004145 March 2020

SECTION 01 74 23 - FINAL CLEANING

1.1 REQUIREMENT INCLUDED

A. Final cleaning of project.

1.2 SUMMARY

A. This section includes administrative and procedural requirements, protections of construction in progress, and for final cleaning at Substantial Completion.

B. Environmental Requirements: Conduct cleaning and waste-disposal operations in compliance with local laws and ordinances. Comply fully with federal and local environmental and antipollution regulations.

C. Do not dispose of volatile wastes, such as mineral spirits, oil, or paint thinner, in storm or sanitary drains.

D. Burning or burying of debris, rubbish, or other waste material on the premises is not permitted

3.1 FINAL CLEANING

A. General: Provide final-cleaning operations.

B. Cleaning Operations: Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for the entire Project or a portion of the Project.

1. Clean the Project Site, yard and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and foreign substances.

2. Remove petrochemical spills, stains, and other foreign deposits on new work.

3. Remove tools, construction equipment, machinery, and surplus material from the site and staging area.

4. Clean spills or stains on existing work caused by the Contractor’s operations.

5. Leave the Project site and staging area clean and ready for use.

FINAL CLEANING 01 74 23 - 2

C. Removal of Protection: Remove temporary protection installed during construction.

END OF SECTION 01 74 23

CLOSEOUT PROCEEDURES Page 1

SECTION 01 77 00 - CLOSEOUT PROCEDURES

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following:

1. Compliance with Specification 01 78 36 Warranties and Guarantees

2. Completion of Asbestos and Lead Free Certification

3. Final Punch List

1.2 SUBSTANTIAL COMPLETION

A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete in request.

1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete.

2. Prepare and submit Project Record documents, Operation and Maintenance manuals.

3. Terminate and remove temporary facilities from Project site, along with construction tools, and similar elements.

4. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.

B. Inspection: Submit a written request for inspection for Substantial Completion, also referred to as the Contractor Acceptance Inspection (CAI). On receipt of request, COR will either schedule the inspection within 7 days or notify Contractor of unfulfilled requirements. COR will provide a punch list of unfulfilled requirements that will form the basis for the Contractor Acceptance Inspection and subsequent Final Completion.

1.3 FINAL COMPLETION

A. Preliminary Procedures: Contractor should request final inspection prior to contract completion date. Before requesting final inspection for determining date of Final Completion, complete the following:

1. Submit a Final Application for Payment.

2. Submit certified copy of COR's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by COR. The certified copy of the list shall state that each item has been completed or otherwise

CLOSEOUT PROCEEDURES Page 2 resolved for acceptance.

3. Submit redlined drawings, specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents.

4. Perform a final cleaning.

B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, COR will either proceed with inspection or notify Contractor of unfulfilled requirements. COR will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued.

PART 2 – PRODUCTS. NOT USED

END OF SECTION 01 77

WARRANTIES AND GUARANTEES 01 78 36 - 1

FAA-ALB-VOR-104145 March 2020

SECTION 01 78 36 - WARRANTIES AND GUARANTEES

1.1 REQUIREMENTS INCLUDED

A. Preparation and submittal of warranties and guarantees.

1.2 FORM OF WARRANTY

A. Bind in commercial quality 8 ½ x 11 inch three-ring side binders, with hardback, cleanable, plastic covers.

B. Label cover of each binder with typed or printed title `WARRANTIES AND GUARANTEES', with Contract No. and Project Title; name, address and telephone number of Contractor.

C. Table of Contents: Neatly typed, in the sequence of the Table of Contents of the Project Manual, with each item identified with the number and title of the specification section in which specified and the name of the product or work item.

D. Separate each warranty or guaranty with index tab sheets keyed to the Table of Contents listing.

Provide full information, using separate typed sheet as necessary. List subcontractor, supplier and manufacturer, with name, address and telephone number of responsible principal.

1.3 PREPARATION OF WARRANTY

A. Obtain warranties and guarantees, executed in duplicate by responsible subcontractors, suppliers and manufacturers, within ten (10) days after completion of the applicable item of work. Date of beginning of time of warranty will be the date of Substantial Completion.

B. Warranties and guarantees shall be made out in the name of, and accrue to the benefit of the Federal Aviation Administration.

1.4 TIME OF WARRANTY

A. Provide warranties prior to final acceptance.

B. For items of work when acceptance is delayed beyond date of Substantial Completion, submit within ten (10) days after acceptance, listing the date of acceptance as the beginning of the warranty or guaranty period.

WARRANTIES AND GUARANTEES 01 78 36 - 2

1.5 QUANTITY

A. Provide three (3) complete copies of warranties and guarantees.

A. The Contractor shall provide a written manufacturer’s ten-year warranty at the close of the project. The warranty shall cover all costs associated with any failure of the elastomeric roof covering over the warranty period. The warranty shall identify the project, Contractor, manufacturer and the system used.

B. The Contractor shall provide a written one year workmanship warranty for the installation of Contract items by the Contractor with the exception of the VORTAC components.

END OF SECTION 01 78 36

WARRANTIES AND GUARANTEES 01 78 36 - 3

DEMOLITION AND STRUCTURE MOVING Page 02 40 00 1

SECTION 02 40 00 DEMOLITION AND STRUCTURE MOVING

PART 1 GENERAL REQUIREMENTS

1.1 Related Documents:

1. Contract Drawings and general provisions of the Contract, including General and Supplementary Conditions and DIVISION ONE Specification Sections, apply to this Section.

1.2 Summary:

A. Removal and proper disposition of all materials not required to be included in the final work, including salvage and storage of indicated materials. The Contractor shall coordinate all demolition activities with the COR. Note: All references to” Remove” shall include legal disposal off site unless otherwise indicated.

1.3 Submittals:

A. Procedures:

The Contractor shall submit procedures proposed for the demolition and removal work. The procedures shall provide for safe conduct of the work, careful removal and disposition of materials, protection of property, which is to remain undisturbed or specified to be salvaged, coordination with other work in progress, and timely disconnection of utility services. The procedures shall include a detailed description of the methods and equipment to be used for each operation and the sequence of operations.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 Demolition/Removal Work:

A. General:

Demolition and removal work shall be performed in compliance with safety procedures, applicable requirements of the State and local regulations, and with Federal and FAA requirements.

DEMOLITION AND STRUCTURE MOVING Page 02 40 00 2

1. The Contractor shall daily remove debris and rubbish from the roof. Do not allow debris to accumulate on roof or around site.

2. Debris Control:

Remove and transport debris in a manner as to prevent spillage on streets or adjacent areas.

The work area is on an active airport and debris shall be closely controlled to prevent it from being blown on to active runways and taxiways where it may be ingested into jet engines.

Dumpster(s) shall be securely covered when not in use. For the purposes of this specification, the dumpster being “in-use” means debris is actively being deposited into the dumpster. The Contractor shall consider forecasted wind conditions during the roof demolition phase of the project work.

3. Regulations:

Comply with local regulations regarding hauling and disposal of removed materials. The

Contractor shall be responsible for obtaining all permits for the disposal of removed materials and debris.

B. Protection of Existing Work:

Before beginning any cutting or demolition work, carefully survey the existing work and examine the Contract drawings and specifications to determine the extent of the work. Take all necessary precautions to insure against damage to existing work to remain in place, to be reused, or to remain the property of the Government. Any damage to such work shall be repaired or replaced at no additional cost. The Contractor shall construct and maintain shoring, bracing, supports, and other protection as required. The Contractor shall insure that structural elements are not overloaded and increase structural supports or add new supports as may be required as a result of any cutting, removal, or demolition work performed under any part of this subcontract.

C. Protection of building from the weather:

At all times, the interior of the VOR shelter and equipment shall be protected from the weather.

E. Burning:

Burning at the project site for the disposal of refuse and debris will not be permitted.

END OF SECTION

WOOD ROOF DECKING 06 15 16 - 1

SECTION 06 15 16 – WOOD ROOF DECKING

1.1 SCOPE OF WORK

A. After the old roofing has been removed, the contractor shall replace all deteriorated tongue and groove wood decking, wood framing, and fascia material as directed by the resident engineer. All surfaces of the VOR receiving soffit shall be furred with wolmanized furring strips of No. 2 construction grade lumber or better. This amount of material shall be included in the contract bid. If more deteriorated wood has to be replaced than stated above it will be considered extra work and the contractor will be paid for his additional costs. For bidding purposes, the contractor shall assume replacement of 250 sf of 2" x 6" tongue and groove decking.

A. Lumber. Lumber shall be wolmanized southern yellow pine.

B. Decking. Decking shall be 2x6 PT tongue and grove throughout.

C. Furring strips. Shall be 2” x 4” (nominal) and shall be installed as shown on project drawings.

D. Nails. Nails for decking shall be 16 penny common nails.

REPLACEMENT OF DAMAGED DECKING

A. All rotted or deteriorated tongue and groove decking, sleepers, joists, and wood fascia boards shall be replaced as directed by the resident engineer.

B. All joints shall fall on nailers.

END OF SECTION…