Specs_June 2021.pdf

SPECIFICATIONS

ROOF REHABILITATION PROJECT

ATCT CAB, BASE BUILDING,

WORK SHOP & E/G BUILDING

100% DESIGN

FOR BID

BANGOR INTERNATIONAL AIRPORT

617 GRIFFIN ROAD, BANGOR, ME

FAA | ANE‐AJW‐2E11J

JCN1401830

June 2021

BANGOR INTERNATIONAL AIRPORT BGR, TOWB

Table of Contents Generated by MasterWorks: 9/8/2021

Division Section Title Revision Date Pages

PROCUREMENT AND CONTRACTING DOCUMENTS GROUP

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 3119 EXISTING CONDITION INFORMATION 09/07/2021 1

00 3126 EXISTING HAZARDOUS MATERIAL INFORMATION 09/07/2021 1

SPECIFICATIONS GROUP

General Requirements Subgroup

DIVISION 01 - GENERAL REQUIREMENTS

01 1000 SUMMARY 09/07/2021 9

01 2500 SUBSTITUTION PROCEDURES 09/07/2021 3

01 3100 PROJECT MANAGEMENT AND COORDINATION 09/07/2021 3

01 3300 SUBMITTAL PROCEDURES 09/07/2021 2

01 4000 QUALITY REQUIREMENTS 09/07/2021 4

01 5000 TEMPORARY FACILITIES AND CONTROLS 09/07/2021 4

01 7133 PROTECTION OF WORK AND PROPERTY 09/07/2021 3

01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 09/07/2021 2

01 7700 CLOSEOUT PROCEDURES 09/07/2021 2

01 7823 OPERATION AND MAINTENANCE DATA 09/07/2021 2

01 7836 WARRANTIES AND GUARANTEES 09/07/2021 2

Facility Construction Subgroup

DIVISION 02 - EXISTING CONDITIONS

02 4119 SELECTIVE DEMOLITION 09/07/2021 3

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 1000 ROUGH CARPENTRY 09/07/2021 7

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 0150.19 PREPARATION FOR REROOFING 09/07/2021 5

07 5419 POLYVINYL-CHLORIDE (PVC) ROOFING 09/07/2021 15

07 6200 SHEET METAL FLASHING AND TRIM 09/07/2021 17

07 9200 JOINT SEALANTS 09/07/2021 5

END OF TABLE OF CONTENTS

EXISTING CONDITION INFORMATION 00 3119 - 1

DOCUMENT 00 3119 - EXISTING CONDITION INFORMATION

PART 1 - GENERAL

1.1 EXISTING CONDITION INFORMATION

A. This Document with its referenced attachments is part of the Procurement and

Contracting Requirements for Project. They provide Owner's information for Bidders' convenience and are intended to supplement rather than serve in lieu of the Bidders' own investigations. They are made available for Bidders' convenience and information, but are not a warranty of existing conditions. This Document and its attachments are not part of the Contract Documents.

B. Survey information that includes information on existing conditions, prepared by FAA

Engineering Services December 8th, 2020 at the office of Construction Manager.

C. Photographic report of existing conditions that includes photographic documentation on existing conditions, prepared by FAA Engineering Services, dated December 8th, 2020, is available at the office of Construction Manager.

D. Related Requirements:

1. Document 003126 "Existing Hazardous Material Information" for hazardous materials reports that are made available to bidders.

END OF DOCUMENT 00 3119

EXISTING HAZARDOUS MATERIAL

INFORMATION

00 3126 - 1

DOCUMENT 00 3126 - EXISTING HAZARDOUS MATERIAL INFORMATION

1.1 EXISTING HAZARDOUS MATERIAL INFORMATION

A. This Document with its referenced attachments is part of the Procurement and

Contracting Requirements for Project. They provide Owner's information for Bidders' convenience and are intended to supplement rather than serve in lieu of Bidders' own investigations. They are made available for Bidders' convenience and information, but are not a warranty of existing conditions. This Document and its attachments are not part of the Contract Documents.

B. An existing asbestos report for Project, prepared by Haley Ward Environmental

Services, dated September 2nd, 2021, is available for viewing as appended to this

Document.

C. Related Requirements:

1. Document 002113 "Instructions to Bidders" for the Bidder's responsibilities for examination of Project site and existing conditions.

2. Document 003119 "Existing Condition Information" for information about existing conditions that is made available to bidders.

END OF DOCUMENT 00 3126

SUMMARY 01 1000 - 1

SECTION 01 1000 - SUMMARY

PART 1 - GENERAL

1.1 SCOPE OF WORK

A. These specifications cover the requirements of the Federal Aviation Administration (FAA) for work associated with the Roofing Project at the Airport Traffic Control Tower Facility (TOWB) located in Bangor, ME.

B. The Contractor shall provide and secure all labor, material, equipment, tools, transportation, and supplies required to complete the work under this contract.

C. The work under this contract includes, but is not limited to, the following:

1. Base Building & Link:

a. Prepare, clean, and install approximately 6600 SF of 60 mill PVC roofing system over existing roof. PVC system shall be composed of rigid insulation, cover board, and PVC membrane.

b. Repair/Replace approximately 300 SF of existing roofing. New installation shall match existing roofing system profile. New installation shall be fully adhered PVC, over rigid board, insulation, vapor barrier, and 5/8" gypsum board. Roof edging shall be PVC clad metal, fastened to vertical sub-girts.

c. Remove (3) roof structures (Chimney Cap, Boiler Opening, Roof Hatch).

Restore roofing system and metal decking to match existing.

d. Provide bracing support to existing boiler breach

e. Remove and replace approximately 320 LF of copping assembly.

f. Remove and replace (10) downspout assemblies

g. Install new walkway pads

h. Install fall protection device

i. Install new railing for access ladder

j. Repair link interior wall. Paint to match.

k. Replace link ceiling tiles and insulation as shown on plans.

2. Tower:

a. Prep, clean, and install approximately 617 SF of 60 mill PVC roofing system.

b. Installation to include, at a minimum, mechanically fastened insulation and protective board over existing roofing. PVC membrane fully adhered.

c. Remove and replace existing copping system with similar.

d. The parapet wall and curb flashing detail membrane shall be removed to the substrate.

e. Install new walkway pads, match existing

f. Re-attached interior cab roof insulation board.

g. Remove and replace mechanical storm louver found in tower junction level.

SUMMARY 01 1000 - 2

3. E/G building

a. Prepare, clean, and install approximately 422 SF of new 60 mill PVC roofing system.

b. Remove and replace copping system

c. Restored existing lighting system for E/G building

4. Work Shop

a. Demolished existing roof to substrate.

b. Prepare, clean, and install approximately 1700 SF of new 60 mill PVC roofing system.

c. Install new fascia system

1.2 DEFINITIONS

A. Work Package: A group of specifications, drawings, and schedules prepared by the design team to describe a portion of the Project Work for pricing, permitting, and construction.

1.3 PROJECT INFORMATION

A. Project Identification: Roof Rehabilitation Project, JCN1401830

1. Project Location: Bangor, ME

1.4 DRAWING SHEETS

A. DRAWING LIST

SHEET LIST TABLE

Sheet Title Sheet Number

GENERAL

COVER SHEET BGR-TOWB-1401830-G000

INDEX & NOTES BGR-TOWB-1401830-G001

FACILITY LAYOUT BGR-TOWB-1401830-G002

SITE SURVEY, REFERENCE ONLY BGR-TOWB-1401830-G003

DEMOLITION & REPAIR PLAN

REPAIR PLAN, PG 1 - 2 BGR-TOWB-1401830-D001

REPAIR PLAN, PG 2 - 2 BGR-TOWB-1401830-D002

ARCHITECTURE

NEW WORK, BASE BUILDING BGR-TOWB-1401830-A001

NEW WORK, TOWER CAB BGR-TOWB-1401830-A002

NEW WORK, EG BUILDING BGR-TOWB-1401830-A003

NEW WORK, WORK SHOP BGR-TOWB-1401830-A004

DETAILS, SHEET 1 OF 2 BGR-TOWB-1401830-A005

DETAILS, SHEET 2 OF 2 BGR-TOWB-1401830-A006

DETAILS, SHEET 3 OF 3 BGR-TOWB-1401830-A007

SUMMARY 01 1000 - 3

PHOTOS

SITE PHOTOS, PG 1 OF 3 BGR-TOWB-1401830-R001

SITE PHOTOS, PG 2 OF 3 BGR-TOWB-1401830-R002

SITE PHOTOS, PG 3 OF 3 BGR-TOWB-1401830-R003

1.5 SITE VISIT

A. All bidders are required to visit the site prior to bidding, to familiarize themselves with the existing site conditions. Failure to do will void the Contractor to bid on this project.

1.6 PRE-CONSTRUCTION MEETING

A. The Contractor shall attend a Pre-Construction Meeting prior to starting work at a location and time agreed upon between the Contractor and the Contracting Officer. The Contractor shall abide with all agreements reached at the meeting regarding safety practices, ingress and egress routes to the site, work schedule, security, etc.

1.7 WORK COVERED BY CONTRACT DOCUMENTS

A. Type of Contract:

1. Project will be constructed under a single prime contract.

1.8 COORDINATION WITH OCCUPANTS

A. Prior to the pre-construction meeting the Contractor will meet with FAA personnel to go through the Operation Risk Management and Environmental (ORM) and Safety forms, to be signed by all the parties.

B. The Base Building is a 24-hour, 7-day-per-week operating facility occupied by Air Traffic and FAA Facility personnel. It will be necessary for the Contractor to schedule and plan all work with the FAA Contracting Officer’s Representative (COR) so that normal facility operations may continue with no disruption or interference. All coordination between the Contractor and the FAA shall be through the COR.

Coordination meetings will need to be held with the COR and facility representative throughout the work process.

C. Full Owner Occupancy: Owner will occupy Project site and existing adjacent building(s) during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits unless otherwise indicated.

1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other

SUMMARY 01 1000 - 4

occupied or used facilities without written permission from Owner and approval of authorities having jurisdiction.

2. Notify Owner not less than 72 hours in advance of activities that will affect Owner's operations.

D. Related Requirements:

1. Section 01 5000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

1.9 CONTRACTOR FURNISHED MATERIALS

A. The Contractor shall furnish all materials, equipment, and labor to complete the project.

The Contractor shall make himself aware of all materials, which he will be required to furnish under the contract. The Contractor shall identify items, which have a long lead-time from a manufacturer or distributor, and shall order these items as early as possible after the contract award. The Contractor shall have 100% of all project materials on site at 50% project completion mark. The use of brand names or equal products in this specification does not constitute a requirement that they are the only materials, which meet the specifications in this contract. They are used as an illustration of known acceptable sources or products. Contractors shall furnish their own power.

B. All work shall be accomplished by experienced workers in accordance with the highest standards of the various work trades involved.

1.10 WARRANTY

A. Manufacturer’s Warranty: Provide certified 20 years warranty for new PVC roofing membrane, to include all project areas, (Base building, link, tower-cab, E/G building, and Work Shop). This system warranty shall identify the FAA as the owner of the facility. The location and effective starting date of warranty shall be indicated. All labor, materials, and travel expenses incurred to make the necessary repairs under warranty shall be at no cost to the FAA.

B. Contractor’s Warranty: The Contractor shall guarantee all materials and workmanship under this contract against defects or incorrect installation for a period of (2) two year after completion. Repair or replacement of any defective materials, correction of faulty workmanship, or correction of any items not in accordance with the manufacturer’s specifications or directions shall be made at the Contractor’s expense.

1.11 CODE REQUIREMENTS

A. The Contractor shall submit evidence that the proposed roof system meets the requirements of the local building code and has been tested and approved or listed by the following test organization. These requirements are minimum standards and no

SUMMARY 01 1000 - 5

roofing work shall commence without written documentation of the systems compliance, as required in the “Submittals” section of this Specification.

1.12 WORK PERFORMED BY OWNER

A. Cooperate fully with Owner, so work may be carried out smoothly, without interfering with or delaying Work under this Contract or work by Owner. Coordinate the Work of this Contract with work performed by Owner.

1.13 OWNER-FURNISHED/CONTRACTOR-INSTALLED (OFCI) PRODUCTS

A. Contractor's Responsibilities: The Work includes the following, as applicable:

1. Review Owner-reviewed Product Data, Shop Drawings, and Samples, noting discrepancies and other issues in providing for Owner-furnished products in the Work.

2. Receive, unload, handle, store, protect, and install Owner-furnished products.

3. Make building services connections for Owner-furnished products.

4. Protect Owner-furnished products from damage during storage, handling, and installation and prior to Substantial Completion.

5. Repair or replace Owner-furnished products damaged following receipt.

1.14 PERMIT AND FEES

A. Contractor is responsible for paying all charges associated with the construction of the project. This includes temporary and permanent utilities, permits, inspection fees, connection fees and equipment to be installed by utility companies if applicable. This allocation of financial responsibility applies to all utilities.

B. CRANES OR LIFTS - The Contractor shall be responsible to airspace the maximum height of his crane by submitting FAA Form 7460 – 1 Notice of proposed Construction or Alteration in accordance with 14 CFR, Part 77 pursuant to 49 U.S.C., Section 44718 as early as possible, but no longer than 10 calendar days following Contract Award.

Erection of the crane will not be permitted without approval of the form. No claim for delay will be allowed for failure to submit the form in a timely manner. Allow a minimum of sixty (60) days for processing. The notice can be entered at:

(https://oeaaa.faa.gov/oeaaa/external/portal.jsp) or using the form called Notice of Proposed Construction or Alteration in section 01 1012 “Construction Administration Forms”.

SUMMARY 01 1000 - 6

1.15 CONTRACTOR'S USE OF SITE AND PREMISES

A. Restricted Use of Site: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section.

B. Limits on Use of Site: Limit use of Project site to areas within the Contract limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Driveways, Walkways and Entrances: Keep driveways loading areas, and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or for storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances by construction operations.

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

C. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weather tight condition throughout construction period.

Repair damage caused by construction operations.

D. Condition of Existing Grounds: Maintain portions of existing grounds, landscaping, and hardscaping affected by construction operations throughout construction period. Repair damage caused by construction operations.

1.16 SAFETY

A. The Contractor shall be responsible for safety on the work site. It is the responsibility of the Contractor to eliminate hazards which may result in tripping, electrical shock, fire, falling objects, environmental hazards, vehicular accidents, etc. The Contractor shall comply with all safety regulations required by OSHA. Workers must exercise caution and follow OSHA “Falling Protection” when working on the roof.

1.17 WORK RESTRICTIONS

A. The Airport Traffic Control Tower (ATCT) facility is under 24 hour security surveillance. All personnel entering the facility will be required to sign in and show a Visitor’s Badge at all times. They will be escorted at all times by the COR. Instructions regarding security requirements will be furnished at the time the badges are issued.

B. Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets, work on public streets, rights of way, and other requirements of authorities having jurisdiction.

SUMMARY 01 1000 - 7

C. On-Site Work Day Restrictions: Do not perform work resulting in utility shutdowns or resulting in noisy activity on-site during work black-out days indicated in Document 003113 "Preliminary Schedules."

D. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging for temporary utility services according to requirements indicated:

1. Notify Owner not less than (15) days in advance of proposed utility interruptions.

2. Obtain Owner's written permission before proceeding with utility interruptions.

E. Noise, Vibration, Dust, and Odors: Coordinate operations that may result in high levels of noise and vibration, dust, odors, or other disruption to Owner occupancy with Owner.

1. Notify Owner not less than 15 days in advance of proposed disruptive operations.

2. Obtain Owner's written permission before proceeding with disruptive operations.

F. Smoking and Controlled Substance Restrictions: Use of tobacco products, alcoholic beverages, and other controlled substances within the existing building on Project site on Owner's property is not permitted.

G. Employee Screening: Comply with Owner's requirements for drug and background screening of Contractor personnel working on Project site.

1. Maintain list of approved screened personnel with Owner's representative.

1.18 WORK HOURS AND SCHEDULE

A. Hours of work – contractor shall work a standard 8-hour daily/40-hour work week, unless otherwise approved by the COR and accomplished between the hours of 6AM and 6PM daily, except weekends and federal holidays. No work is allowed on weekends and federal holidays unless approved by the CO/COR in writing. Work hours may be modified to meet Project requirements if approved by Owner and authorities having jurisdiction.

B. Major cab-roof demolition and installation shall not be performed between Memorial Day and September 1st. Low-impact roof work may be performed as approved by COR. Low-impact work is limited to railings and coping installation.

C. FAA Holiday Moratorium. No work shall be scheduled or take place during the week of and the weekend preceding and following: the Thanksgiving, Christmas, and New Year’s holidays. Only emergency work to restore critical services to the Facility will be

SUMMARY 01 1000 - 8

considered and a moratorium waiver must be submitted and approved. The moratorium period will not be counted against the contract construction duration of the project.

1.19 WORK SEQUENCE

A. Contractor shall include proposed phases of work in construction schedule for approval.

The RE/COR will coordinate phases of work with facility occupants for minimum impact to operations. Construction Schedule shall be submitted as specified in Section 01 3300 “Submittal Procedures”.

1.20 SPECIFICATION AND DRAWING CONVENTIONS

A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Text Color: Text used in the Specifications, including units of measure, manufacturer and product names, and other text may appear in multiple colors or underlined as part of a hyperlink; no emphasis is implied by text with these characteristics.

3. Hypertext: Text used in the Specifications may contain hyperlinks.

Hyperlinks may allow for access to linked information that is not residing in the Specifications. Unless otherwise indicated, linked information is not part of the Contract Documents.

4. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 00 Contracting Requirements: General provisions of the Contract, including General and Supplementary Conditions, apply to all Sections of the Specifications.

C. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

D. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.

2. Abbreviations: Materials and products are identified by abbreviations scheduled on Drawings and published as part of the U.S. National CAD Standard.

SUMMARY 01 1000 - 9

3. Keynoting: Materials and products are identified by reference keynotes referencing Specification Section numbers found in this Project Manual.

1.21 CLEAN-UP

A. The Contractor shall keep the work area clean. All rubbish and waste resulting from the execution of the work shall be removed at the end of each day.

B. Provide for legal disposal of all removed materials and waste off site.

C. Provide the COR copies of all transportation and disposal manifests, as required.

1.22 ASBESTOS FREE CERTIFICATION

A. The Contractor shall provide to the Contracting Officer-(CO) a signed statement stating that to the best of his/her knowledge, no asbestos-containing building materials were used during the renovation, and modernization of this facility.

B. If the FAA suspects the presence of asbestos, the FAA will sample the suspect material to verify that no asbestos-containing material was utilized. This testing shall be performed at the expense of the FAA. If asbestos-containing material is subsequently found during the sampling of the building materials, the Contractor shall remove and replace the product or material at his/her expense. In addition, the Contractor shall incur the costs of the original testing and/or any re-testing that may be necessary.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 1000

SUBSTITUTION PROCEDURES 01 2500 - 1

SECTION 01 2500 - SUBSTITUTION PROCEDURES

PART 1 - GENERAL

1.1 ACTION SUBMITTALS

A. Documentation:

1. Justification.

2. Coordination information.

3. Detailed comparison.

4. Product Data.

5. Samples.

6. Certificates and qualification data.

7. List of similar installations.

8. Material test reports.

9. Research reports.

10. Detailed comparison of Contractor's construction schedule.

11. Cost information.

12. Contractor's certification.

13. Contractor's waiver of rights to additional payment or time.

B. FAA’s Action: If necessary, the FAA will request additional information within seven days of receipt of a request for substitution. The FAA will notify Contractor of acceptance or rejection within seven days of receipt, or five days of receipt of additional information.

1.2 DEFINITIONS

A. Substitution: Any product or material that is submitted that is not the exact make and model number of the design basis shall be considered a substitution. This includes products that are from the same manufacturer, but are different models. If the design basis is discontinued or obsolete, any product replacement is also considered a substitution. All substitutions shall follow the substitution procedures listed herein.

B. Known Acceptable Source: A manufacturer of a particular product or material that has been utilized successfully on past FAA projects. This is not an indication that a particular manufacturer will meet the requirements of each FAA project, only that they have been found to meet the requirements on past projects.

1.3 SUBSTITUTIONS

A. Submission of request for substitution shall constitute a representation by the Contractor that he:

SUBSTITUTION PROCEDURES 01 2500 - 2

1. Has investigated the proposed product and determined that it is equal to or better than the specified product. Absence of an explicit comparison of any characteristic of the proposed product to the specified product shall constitute a representation that the proposed product is equal to or better than the specified product with regard to that characteristic.

2. Will provide the same warranty for the proposed product as for the specified product.

3. Will coordinate the installation and make other changes which may be required for the work to be complete in all respects, including:

a. Redesign.

b. Additional components and capacity required by other work affected by the change.

4. Waives all claims for additional costs and time extensions which subsequently may become apparent and which are caused by the change.

5. Will reimburse the Government for additional costs for evaluation of the substitution request, redesign if required, and re-approval by authorities having jurisdiction if required.

B. Substitutions will not be considered when acceptance would require substantial revision of the contract documents.

C. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals without separate written request.

D. Substitution requests will not be considered when submitted directly by subcontractor or supplier.

E. The Contracting Officer Representative will determine acceptability of the proposed substitution.

F. When the proposed substitution is not accepted, provide the product (or one of the products, as the case may be) specified.

G. Substitutions for Convenience: Not allowed.

1.4 DOCUMENTATION

A. Submit written request with complete data substantiating compliance of the proposed product with the requirements of the contract documents.

1. Transmittal page – clearly indicating items to be replaced, with specification section and drawing sheet number as applicable.

2. Submit (3) copies of each request and accompanying data to the COR

3. Only one request for substitution will be considered for each product.

SUBSTITUTION PROCEDURES 01 2500 - 3

B. Data Required with Substitution Request: Provide at least the following data:

1. Identify product by specification section and paragraph number.

2. Manufacturer's name and address, trade name and model number of product (if applicable), and name of fabricator or supplier (if applicable).

3. Complete product data.

4. A list of other projects on which the proposed product has been used, with project name, and the design professional's name.

5. An itemized comparison of the proposed product to the specified product.

6. Net amount of change to the contract sum.

7. List of maintenance services and replacement materials available.

8. Statement of the effect of the substitution on the construction schedule.

9. Description of changes that will be required in other work or products if the substitute product is approved.

PART 2 - PRODUCT (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION 01 2500

PROJECT MANAGEMENT AND

COORDINATION

01 3100 - 1

SECTION 01 3100 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 REQUESTS FOR INFORMATION (RFIs)

A. RFI Log: Maintain a tabular log of RFIs.

1.2 KEY PERSONNEL

A. Key Personnel Names: Prior to mobilization and to start of construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list telephone numbers, including office and cellular telephone numbers, and email addresses. Provide names, addresses, and telephone numbers of individuals assigned as standbys in the absence of individuals assigned to Project.

B. The project superintendent must have a minimum of 8 years’ experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question. The superintendent is permitted to also serve as the quality control (QC) manager as established in section 01 4000

"Quality Control”

C. Duties: The project superintendent is primarily responsible for managing and coordinating day-to-day production, subcontractors and schedule adherence on the project. The superintendent is required to attend all meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.3 PROJECT MEETINGS

A. A. General: Schedule and conduct meetings and conferences at Project site, unless otherwise indicated.

1. At a minimum, meetings include:

a. Pre-Construction

b. Weekly Progress/Coordination Meetings

COORDINATION

01 3100 - 2

c. As required by Operational Risk Management Procedure, ORM. The intent of the ORM meetings are coordinated construction activities and facility operation.

2. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify FAA

COR/Resident Engineer of scheduled meeting dates and times.

3. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.

4. Minutes: Entity responsible for conducting meeting will record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including FAA COR, within three days of the meeting.

5. Coordination Meetings: Contractor shall conduct Project Coordination meetings at weekly intervals. Project coordination meetings are in addition to specific meetings held for other purposes, such as progress meetings and pre-installation conferences

B. Preconstruction Conference: COR will schedule and conduct a preconstruction conference before starting construction, at a time convenient to FAA.

1. Conduct the conference to review responsibilities and personnel assignments.

2. Attendees: Authorized representatives of FAA’s Commissioning Authority, and their consultants; Contractor and its superintendent; major subcontractors;

suppliers; and other concerned parties shall attend the conference. Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

3. Agenda: COR/RE shall provide the agenda which may include, but is not limited to, all of the following:

a. Tentative construction schedule.

b. Phasing.

c. Critical work sequencing and long-lead items.

d. Designation of key personnel and their duties.

e. Lines of communications.

f. Procedures for processing field decisions and Change Orders.

g. Procedures for RFIs.

h. Procedures for testing and inspecting.

i. Submittal procedures.

j. Use of the premises.

k. Work restrictions.

l. Working hours.

m. Owner's occupancy requirements.

n. Responsibility for temporary facilities and controls.

o. Procedures for disruptions and shutdowns.

p. Construction waste management and recycling.

q. Parking availability.

r. Office, work, and storage areas.

COORDINATION

01 3100 - 3

s. Equipment deliveries and priorities.

t. First aid.

u. Security.

v. Progress cleaning.

w. Environmental requirements and procedures, including but not limited to:

1) Solid Waste Management Plan;

2) Environmental Management Plan;

PART 2 - PRODUCT (NOT USED )

PART 3 - EXECUTION (NOTE USED)

END OF SECTION 01 3100

SUBMITTAL PROCEDURES 01 3300 - 1

SECTION 01 3300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This section covers the procedure and requirements for all submittals. Additional detailed submittal requirements may be specified in other sections of these specifications.

B. Drawings and general provisions of the Contract including General Requirements and all Division 1-16 specification sections, apply to this section. If conflicts occur between

FAA specification and any other publications, the most stringent regulation shall be applied.

1.2 DEFINITION

A. Where the word "Submittal" is used, it refers to the submitting of shop drawings, samples, manufacturer's catalog cuts, technical data, specifications, installation instructions, material lists, test reports, certificates, guaranties, operation and maintenance manuals, and as-built drawings.

1.3 SUBMITTALS

A. Samples, certificates, test reports, and shop drawings shall be submitted in advance for a determination of specification compliance within 12 calendar days after award of contract. The time necessary for approval or disapproval of samples, certificates, test reports, and shop drawings is at least seven (7) calendar days after receipt of the items.

All materials installed in the work shall exactly match the approved submittal. After a submission by the Contractor has been approved, no substitution will be permitted without written approval by the CO or his authorized representative. Any disapproved submittal must be re-submitted within five (5) calendar days. Unless otherwise specified, number of copies of submittals shall be as follows:

1. Samples PVC metal and membrane, fasteners, and other items specified in individual sections.

2. Certificates, Test Reports, Warranties, etc.: 3 copies

3. Material Safety Data Sheets: 4 copies

4. Shop Drawings: one reproducible and 2 copies

5. Manufacturer's Brochures: 6 copies

6. Installation Instructions: 4 copies

7. Maintenance Manuals: 3 copies

8. The Contractor is required to supply the manufacturer calculations too meet

120mph wind warranty.

SUBMITTAL PROCEDURES 01 3300 - 2

9. Supply Manufacturer tech manager and the tech rep, name, phones and address.

10. As Built Drawings: As specified hereinafter.

11. Notice of award from manufacturer. ( This describe what the manufacturer require from the Contractor to meet the requirement in the contract)

B. Shop Drawings

1. The term "Shop Drawings" includes drawings, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data, and similar materials furnished by the Contractor to explain in detail specific portions of the work required by the contract which differs from the plan. Scale of shop drawings: minimum 1/4" = 1'-0" for plans and elevations; minimum 3/4" = 1'-0" for details.

2. The Contractor shall coordinate all such drawings and review them for accuracy, completeness, and compliance with subcontract requirements and shall indicate his approval thereon as evidence of such coordination and review. Shop drawings submitted to the CO and COTR without evidence of the Contractor's approval will be returned without approval or action for resubmission. The COTR will indicate his approval or disapproval of the shop drawings and if not approved as submitted, shall indicate his reason therefore. Any work done prior to such approval shall be at the Contractor's risk. Approval by the COR shall not relieve the Contractor from responsibility for any error or omissions in such drawings, nor from responsibility for complying with the requirements of this contract, except with respect to variations described and approved in accordance with paragraph B. below.

3. The Contractor shall submit to the CO and COTR for approval one reproducible and two copies (unless otherwise indicated herein) of all shop drawings as called for under various headings of these specifications and two sets of all samples. The reproducible copies of all shop drawings will be retained by the Contracting

Officer, and two sets will be returned to the Contractor.

C. Certificates and Certifications Submittals: Includes signature of entity responsible for preparing certification. Provide a digital signature on electronically submitted certificates and certifications where indicated.

D. Delegated-Design Services Certification: In addition to other required submittals, submit digitally signed PDF electronic file and three paper copies of certificate, signed and sealed by the responsible design professional.

PART 2 - PRODUCT (NOT USED)

END OF SECTION 01 3300

QUALITY REQUIREMENTS 01 4000 - 1

SECTION 01 4000 - QUALITY REQUIREMENTS

PART 1 - GENERAL

1.1 DEFINITIONS

A. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements.

B. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements.

C. Mockups: Full-size physical assemblies that are constructed on-site either as freestanding temporary built elements or as part of permanent construction.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 QUALITY ASSURANCE

A. Delegated Design Services: For products and systems assigned to Contractor to be designed and certified by Contractor's design professional to be in compliance with performance and design criteria.

B. Qualifications:

1. Contractor's quality-control personnel.

2. Manufacturer.

3. Fabricator.

4. Installer.

5. Professional engineer performing delegated design services.

6. Specialists.

7. Testing agency.

8. Manufacturer's technical representative.

9. Factory-authorized service representative.

C. The Contractor shall require that the manufacturer’s technical representative visit the site two days at the beginning, one day in the middle and at the end of the project.

QUALITY REQUIREMENTS 01 4000 - 2

1. The technical representative advises the Contractor and COR concerning the effectiveness and acceptability of the Contractor’s proposed and implemented method of welds.

2. The technical representative, Contractor and COR shall test all the welds. All welds shall be tested for continuity by running a rounding edge screwdriver along the membrane joints after cooling. Any discontinuities shall be re-welded.

Positive evidence of good welding is characterized by an uninterrupted extrusion of melted black material from the joint.

3. The COR, shall require the Contractor to sample the welded seams by cutting two-inch wide cross-section samples of the welded seams. Correct welds will display failure from shearing of the membrane prior to separation of the weld. The

Contractor at no additional charge to the FAA shall patch each test cut. Expect to test at least twice at each seam completed that day.

4. The technical representative shall confirm that the finished product will receive the specified manufacturer’s warranty; and send a copy of their site visit report to the COR.

5. The technical representative inspects the roof just before installation of the walkway to assure the roof is watertight. All welds shall be tested and sampled for continuity weld.

D. Mockups: For each form of construction and finish required, using materials indicated for the completed Work.

1. The Contractor shall conduct fastener pullout tests in accordance with the latest revision of the APRE/ANSI Fastener Pullout Standard to help verify condition of deck/substrate and to confirm expected pullout values.

2. A minimum of 3 seam test samples, each approximately 1 inch wide, must be taken on a daily basis by the Roofing Contractor. Samples should be taken at the start of each days welding, when welder stops for break, and when starting back up after lunch breaks.

a. Allow the membrane to cool off after hot-air welding. The sample is taken by cutting out a cross-section of the seam approximately one-inch wide by eight inches long with the seam in the center.

b. Using Vice-Grips or pliers, pull the seam apart. The seam is considered acceptable when the top membrane separates within itself.

c. Repair the sample area by hot-air welding a patch that is at least 3 inches larger than the opening in all directions.

3. Demolish and remove mockups when directed unless otherwise indicated.

4. Retesting/Reinspecting: Regardless of whether original tests or inspections were

Contractor's responsibility, provide quality-control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents.

E. A water test must be performed on all drains. The day before the test, the Contractor must plug the drains and flood them with water. Enough water to completely cover the

QUALITY REQUIREMENTS 01 4000 - 3

drain. COR attending the test will inspect the underside of the deck below the drains for leakage upon his arrival the next day. The test must take place for a minimum of 16 hours. The water over the drains can then be released. If there is a leakage, the source must be determined and corrected immediately.

F. Repair and Protection: Contractor's responsibility, regardless of the assignment of responsibility for quality-control services.

3.2 QUALITY CONTROL

A. All products delivered to the job site shall be in the original unopened containers or wrappings bearing all seals and approvals.

B. Handle all materials to prevent damage. Place all materials on pallets and fully protect form moisture.

C. Membrane rolls shall be stored lying down on pallets and fully protected from the weather with clean canvas tarpaulins. Unvented polyethylene tarpaulins are not accepted due to the accumulation of moisture beneath the tarpaulin in certain weather conditions, which may affect the ease of membrane weld ability.

D. All adhesives shall be stored at temperatures between 40 degrees F and 80 degrees F.

E. All flammable materials shall be stored in a cool, dry area away from sparks and open flames. Follow precautions outlined on containers or supplied by material manufacturer.

F. All materials which are determined to be damaged, by the COR or Roofing

Manufacturer, are to be removed from the job site and replaced at no cost to the FAA.

3.3 JOB CONDITIONS

A. Roofing Manufacturer materials may be installed under certain adverse weather conditions but only after consultation with Roofing Manufacturer, as installation time and system integrity may be affected.

B. Only as much of the new roofing as can be made watertight each day, including all flashing and detail work, shall be installed. All seams shall be cleaned and heat welded before leaving the job site each day.

C. All work shall be scheduled and executed without exposing the interior building areas to the effects of inclement weather. The existing building and its contents shall be protected against all risks.

D. All surfaces to receive new insulation, membrane, or flashings shall be dry. Should surface moisture occur, the Contractor shall provide the necessary equipment to dry the surface prior to application.

QUALITY REQUIREMENTS 01 4000 - 4

E. Uninterrupted waterstops shall be installed at the end of each day’s work and shall be completely removed before proceeding with the next day’s work. Waterstops shall not emit dangerous or unsafe fumes and shall not remain in contact with the finished roof as the installation progresses. Contaminated membrane shall be replaced at no cost to the

FAA.

F. Arrange work sequence to avoid use of newly constructed roofing as a walking surface or for equipment movement and storage. Where such access is absolutely required, the

Contractor shall provide all necessary protection and barriers to segregate the work area and to prevent damage to adjacent areas. A substantial protection layer consisting of plywood over Sarnafelt or plywood over insulation board shall be provided for all new and existing roof areas that receive rooftop traffic during construction.

G. Prior to and during application, all dirt, debris, and dust shall be removed from surfaces either by vacuuming, sweeping, blowing with compressed air and/or similar methods.

H. All roofing, insulation, flashings and metal work removed during construction shall be immediately taken off site to a dumping area authorized to receive such materials.

Hazardous materials, such as materials containing asbestos, are to be removed and disposed of in strict accordance with applicable City, State and Federal requirements.

I. All new roofing waste material (i.e., scrap roof membrane, empty cans of adhesive) shall be removed from the site by the Contractor and properly transported to a legal dumping area authorized to receive such material.

J. All rooftop contamination that is anticipated or that is occurring shall be reported to

Roofing Manufacturer to determine the corrective steps to be taken.

3.4 NOTIFICATION OF NONCOMPLIANCE

A. The COR/RE will notify the Contractor of any detected noncompliance with the foregoing requirements. The Contractor must take immediate corrective action after receipt of such notice. Such notice, when delivered to the Contractor at the work site, must be deemed sufficient for the purpose of notification. If the Contractor fails or refuses to comply promptly, the RE may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders must be made the subject of claim for extension of time or for excess costs or damages by the Contractor.

END OF SECTION 01 4000

TEMPORARY FACILITIES AND

CONTROLS

01 5000 - 1

SECTION 01 5000 - TEMPORARY FACILITIES AND CONTROLS

PART 1 - GENERAL

1.1 SUMMARY

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

1.2 DEFINITIONS

A. Permanent Enclosure: As determined by COR, permanent or temporary roofing is complete, insulated, and weather tight; exterior walls are insulated and weather tight;

and all openings are closed with permanent construction or substantial temporary closures.

B. Temporary lighting: Provide exterior illumination around field offices, storage, shop, work and other construction areas, and circulation areas for personnel. Security lighting during hours of low visibility. Lighting required for maintenance and protection of landside traffic.

C. Sanitary Facilities: Temporary Sanitary Facilities shall comply with the requirements of the State and County health standards. Enclosed portable self-contained units or temporary water closets and urinals, secluded from public view.

1.3 USE CHARGES

A. 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.

PART 2 - PRODUCTS

2.1 TEMPORARY FACILITIES & EQUIPMENT

A. The Contractor shall provide temporary toilet facilities as needed for the work crew, at the beginning of the project and for the entire duration of project. Temporary toilet facilities shall be of the type approved by the local governing body. The location of the toilet facilities shall be as directed by the COTR.

B. Storm Tie Downs: All temporary offices and storage sheds to be located on the site for a period exceeding thirty (30) days shall be provided with storm tie downs. The tie downs

CONTROLS

01 5000 - 2 shall conform to local standards and at a minimum shall meet the local requirements for anchoring of mobile homes. During such periods of time as are designated by the

National Weather Service as being a severe weather warning, all temporary sheds and offices shall be anchored or removed from the site.

C. Temporary Offices and Storage Sheds: Contractor and each major subcontractor shall provide their office and storage sheds on the premises, maintain same, and remove same upon completion.

1. All storage sheds shall comply with applicable codes and shall be located as approved by COR/RE.

2. Storage sheds, substantial and watertight, shall be used to store all materials subject to damage by weather. Storage sheds shall have floors raised at least six

(6) inches above the ground on heavy joists or sleepers. Contractor and subcontractors shall provide such temporary storage as, in the opinion of the

COR, may be necessary to fully protect all stored materials, equipment, apparatus, etc., during the progress of the work.

3. Store combustible materials apart from building.

D. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections, and traffic conditions.

1. Install and operate temporary lighting that fulfills security and protection requirements without operating entire system.

2. Install lighting for Project identification sign.

3. Modify, supplement and extend lighting as work progresses

E. Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel.

F. Temporary Use of Permanent Stairs: Cover finished, permanent stairs with protective covering of plywood or similar material so finishes will be undamaged at time of acceptance.

G. Fire extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures.

H. Air-Filtration Units: HEPA-filter-equipped portable units. Configure to run continuously.

I. HVAC Equipment: Adequate to the purpose.

1. Use of gasoline-burning space heaters, open-flame heaters, or salamander-type heating units is prohibited.

2. Heating Units: Listed and labeled for type of fuel being consumed, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use.

CONTROLS

01 5000 - 3

PART 3 - EXECUTION

3.1 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.

3.2 INSTALLATION,…