J-2 MKG TRACON SPECSET_Updated 05.09.24.pdf

February 22, 2024

TECHINICAL

SPECIFICATIONS

MKG ATCT TRACON RELIGNMENT

MUSKEGON COUNTY AIRPORT

MUSKEGON COUNTY, MICHIGAN

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

2300 E. Devon Ave.

Des Plaines, IL 60018

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 00 00 10

TABLE OF CONTENTS

SECTION TITLE

DIVISION 0

PROCUREMENT AND CONTRACTING

REQUIREMENTS

Section 00 00 10 Table of Contents

Section 00 01 15 List of Drawings

DIVISION 1 GENERAL REQUIREMENTS

Section 01 00 00 GENERAL PARAGRAPHS

Section 01 10 00 SUMMARY OF WORK

Section 01 10 12 CONSTRUCTION ADMINISTRATION FORMS

Section 01 14 00 CONDITIONS AFFECTING WORK

Section 01 31 19 PROJECT MEETINGS

Section 01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION

Section 01 33 00 SUBMITTAL PROCEDURES

Section 01 40 00 QUALITY REQUIREMENTS

Section 01 50 00 TEMPORARY FACILITIES AND CONTORLS

Section 01 52 16 SAFETY REQUIREMENTS

Section 01 71 33.10 PROTECTION OF WORK

Section 01 74 13 CONSTRUCTION CLEANING

Section 01 74 23 FINAL CLEANING

Section 01 77 00 CLOSEOUT PROCEDURES

Section 01 78 23 OPERATION AND MAINTENANCE DATA

Section 01 78 36 WARRANTIES AND GUARANTEES

Section 01 78 39 PROJECT RECORD DOCUMENTS

DIVISION 2 EXISTING CONDITIONS

Section 02 41 19 Selective Demolition

DIVISION 6 WOOD, PLASTICS AND COMPOSITES

Section 06 10 00 Rough Carpentry

DIVISION 7 THERMAL AND MOISTURE PROTECTION

Section 07 92 00 Joint Sealants

DIVISION 9 FINISHES

Section 09 29 00 Gypsum Board

Section 09 51 13 Acoustical Panel Ceilings

Section 09 65 13 Resilient Base and Accessories

Section 09 65 19 Resilient Tile Flooring

Section 09 68 13 Tile Carpeting

Section 09 91 00 Painting

DIVISION 12 FURNISHINGS

Section 12 32 16 Manufactured Plastic-Laminate-Clad Casework

Section 12 36 61.16 Solid Surfacing Countertops

GRR ATCT TRACON Realignment

Grand Rapids, MI

TABLE OF CONTENTS

00 00 10 - 2

DIVISION 22 PLUMBING

Section 22 05 18 Escutcheons for Plumbing Piping

Section 22 11 16 Domestic Water Piping

Section 22 13 16 Sanitary Waste and Vent Piping

Section 22 41 00 Residential Plumbing Fixtures

DIVISION 23 MECHANICAL

Section 23 05 93 Testing, Adjusting, and Balancing for HVAC

Section 23 07 13 Duct Insulation

Section 23 31 13 Metal Ducts

Section 23 33 46 Flexible Ducts

Section 23 37 13.13 Air Diffusers

DIVISION 26 Electrical

Section 26 05 00 Common Work Results for Electrical

Section 26 05 00.10 Basic Electrical Materials and Methods

Section 26 05 04 Cleaning, Inspection, and Testing of Electrical Equipment

Section 26 05 05 Selective Demolition for Electrical Equipment

Section 26 05 19 Low Voltage Cables

Section 26 05 26 Grounding and Bonding for Electrical Systems

Section 26 05 29 Hangers and Supports for Electrical Systems

Section 26 05 33 Raceways and Boxes for Electrical Systems

Section 26 05 53 Identification of Electrical Systems

Section 26 08 00.13 Testing and Inspecting Electrical Equipment

Section 26 27 26 Low Voltage Wiring Devices

Section 26 28 00 Enclosed Switches and Circuit Breakers

Section 26 28 13 Fuses

Section 26 51 00 Interior Lighting - LED

Section 28 31 00 Fire Detection and Alarm System

END OF SECTION

MKG ATCT TRACON REALIGNMENT

Muskegon, MI

LIST OF DRAWINGS

00 01 15 - 1

PART 1 - GENERAL

SECTION 00 01 15

1.1 SUMMARY

1.2

A.

A.

This section lists the drawings required for this project.

CONTRACT DRAWINGS

Contract drawings are as follows:

GENERAL

1. MKG – 1701254 – G001

2. MKG – 1701254 – G002

ARCHITECURAL

3. MKG – 1701254 – A101

4. MKG – 1701254 – A202

5. MKG – 1701254 – A303

6. MKG – 1701254 – A404

7. MKG – 1701254 – A505

MECHANICAL

8. MKG – 1701254 – M101

9. MKG – 1701254 – M102

PLUMBING

10. MKG – 1701254 – P101

11. MKG – 1701254 – P102

ELECTRICAL

12. MKG – 1701254 – E128

13. MKG – 1701254 – E129

14. MKG – 1701254 – E130

15. MKG – 1701254 – E131

16. MKG – 1701254 – E132

COVER SHEET AND DRAWING INDEX

SYMBOLS, & NOTES

GROUND FLOOR PLAN

GROUND FLOOR RCP PLAN

CABINET DETAILS

DOOR SCHEDULE & DOOR DETAILS

WALL TYPES

MECHANICAL LEGEND, NOTES, & SCHEDULES

MECHANICAL FIRST FLOOR PLAN –

DEMOLITION AND NEW CONSTRUCTION

PLUMBING COVERSHEET

PLUMBING FIRST FLOOR PLAN – DEMO AND NEW CONSTRUCTION

ELECTRICAL LEGEND AND ABBREVIATIONS

ELECTRICAL DEMOLITION FIRST FLOOR PLAN

LIGHTING AND POWER FIRST FLOOR PLAN

LUMINAIRE SCHEDULE AND LIGHTING FIXTURE DETAILS

ELECTRICAL ONE LINE DIAGRAM AND POWER PANEL SCHEDULE

17. MKG--1701254--F101 FIRE DETECTION AND ALARM SYSTEM

FIRE

PROTECTION

00 01 15 - 2

GENERAL PARAGRAPHS 01 00 00 -3

SECTION 01 00 00- GENERAL

PARAGRAPHS PART 1 - GENERAL

1.1 PRE BID SITE VISIT

A. The offerer is required to examine the areas of the proposed work to verify existing conditions, quantities and site characteristics inherent to the work involved. The submission of a proposal will be considered prima facie evidence that the offerer has made such examination and is satisfied as to the conditions to be encountered in performing the work. For access to the site, contact the Contracting Officer indicated in the solicitation.

1.2 TIME FOR COMPLETION

A. The work shall be completed within the time period defined in the General Contract.

1.3 PLANS, SPECIFICATIONS, AND OTHER CONTRACTDOCUMENTS

A. The requirements of AMS Clause 3.2.2.3-33, Order of precedence and AMS Clause

3.2.2.3- 60, Specifications, Drawings, and Material Submittals shall apply.

B. Plans showing general outlines and details necessary for a comprehensive understanding of the work form a part of the Contract Documents. All work under the Contract shall be performed in all respects in compliance with the requirements of the Contract Documents.

C. The Contract Documents provide for a complete work. and may have been prepared in divisions of various crafts, trades and other categories of work. The Contractor is responsible for the performance of all work under the Contract regardless of any such divisions, and shall ensure that all of the work is performed and completed.

D. The FAA will provide the Contractor with Portable Document Format (PDF) versions of the construction plans and specifications marked 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.

E. The Contractor shall maintain at the Site at all times at least one (1) hard copy of Plans, Technical Specifications together with at least one (1) complete hard copy set of approved

Shop Drawings and approved samples.

F. The Contract, Plans, Specifications, and all referenced standards cited are essential parts of t he Contract requirements. A requirement occurring in one is as binding as though occurring in all. They are intended to be complementary and to describe and provide for a complete work.

G. In the event of any conflicts ambiguities, or discrepancies among the Contract

Documents, the precedence in resolving such conflicts, ambiguities, or discrepancies shall be as follows:

1. The Schedule of Bid Items

GENERAL PARAGRAPHS 01 00 00 -4

2. Representations and other instructions

3. Contract Clauses (also referred to General Conditions)

4. Contract modifications

5. Addenda

6. General Conditions shall govern over Division 1, Technical Specifications and

Plans.

7. Division 1 shall govern over Technical Specifications and Plans.

8. Technical Specifications shall govern over Plans.

9. On the Plans, calculated or figured dimensions shall govern over scaled dimensions.

10. Subject to the foregoing provisions of this paragraph, the more stringent requirements shall apply in the event any conflicts cannot be resolved by applying the order of precedence.

H. The Contractor shall not take advantage of any apparent error, omission, discrepancy, or ambiguity on the Plans or Specifications. 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) for his or her interpretation and decision, and such decision shall be final.

I. The CO shall have the right to correct apparent errors or omissions in the Plans and

Technical Specifications and to make such interpretations as he or she may deem necessary for the proper fulfillment of the Contract Documents. During the course of the work, should any conflicts, ambiguities, or discrepancies be found that are not addressed or any discrepancies between the Plans and the Technical Specifications to which the

Contractor has failed to call attention before submitting the offer, then the CO will interpret the intent of the Plans and Technical Specifications and the Contractor hereby agrees to abide by the CO’s interpretation and agrees to carry out the work in accordance with the decision of the CO. In such event the Contractor will be held to have included in the offer the most expensive material and/or method of construction.

J. When a material, article, or equipment is designated by a brand name, and more than one brand name is listed, it will be understood that the design is based on one of the brand name listed products. The contractor will be responsible for all coordination necessary to accommodate the material, article, or equipment actually being provided without additional cost to the government.

K. The organization of the contract Documents into divisions, sections and articles, and the arrangement of Drawings does not restrict or limit the Contractor in dividing the Work among Subcontractors or in establishing the extent of work to be performed by any trade.

L. Product and Reference Standards:

1. When descriptive catalog designations including manufacturer’s name, product brand name, or model number are referred to in the Contract Documents, such designations shall be considered as being those found in industry publications of current issue on the date of the first advertisement for offers.

2. When standards of the Federal Government, State Department of Transportation, Standards Organization such as ASTM, AASHTO, AWS, or ANSI, trade societies, or trade associations are referred in the Contract Documents by specific date of issue, these

GENERAL PARAGRAPHS 01 00 00 -5

shall be considered a part of this Contract. When such references do not bear a date of issue, the current published edition on the date of the first advertisement for offers shall be considered as part of the Contract.

3. Where in the Contract Documents an item is identified by a particular manufacturer’s name, model or other code it shall be interpreted to include other manufacturers’ product of like and equal quality whether the words “or equal” are included or not.

4. Wherever a particular manufacturer’s product is required, to the exclusion of all others, appropriate language is included in the Contract Documents.

5. Wherever the terms, “as directed”, “ordered”, “permitted”, “designate”, “as approved”, “approved equal”, “or equal”, “acceptable” and other words of similar meaning which authorize an exercise of judgement are used in the Contract

Documents, such judgment shall be vested only in the Architect/Engineer and/or the

FAA.

1.4 CONFORMITY WITH PLANS ANDSPECIFICATIONS

A. No deviation from the Plans, Technical Specifications and other Contract Documents shall be permitted without the prior written approval of the CO.

1.5 SUPERVISION AND CONSTRUCTIONPROCEDURES

A. At all times during performance of this contract, and until the work is completed and accepted, the Contractor shall directly superintend the work or assign and have on the worksite a competent superintendent who is satisfactory to the CO and has the authority to act for the Contractor.

B. The Contractor shall supervise and direct the Work, using the Contractor's best skill and attention. The Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences, and procedures and for coordinating all portions of the Work under the Contract including coordination of the duties of all trades, unless the Contract Documents give other specific instructions concerning these matters.

C. The Contractor shall control its operations and those of its Subcontractors and Suppliers to assure the least inconvenience to the traveling public. Under all circumstances, safety shall be the most important consideration.

D. Contractor shall lay out all work well enough in advance to avoid conflicts or interferences with other work in progress so that in case of interference the layout may be altered to suit the conditions, prior to the installation of any work and without additional cost to the FAA.

The contractor shall be responsible to coordinate all work and take all action as required to avoid conflicts between trades.

E. Immediately prior to the start of each shift the contractor shall discuss all planned activities for that shift with the COR.

GENERAL PARAGRAPHS

01 00 00 -6

1.6 CORRESPONDENCE

A. Contract correspondence shall be directed to the CO with a copy to the COR. Submittals will be sent direct to the COR with a copy of the transmittal letter to the CO.

1.7

LIST OF SUBCONTRACTORS

A. The Contractor shall, within 10 calendar days after award, furnish to the CO with a copy to the COR, a list of subcontractors showing the type of work each will perform. If all subcontracts have not been awarded when the initial list is submitted, the Contractor shall update the list.

1.8

PRECONSTRUCTION CONFERENCE

A. The CO will arrange a conference at the project location, as soon as practicable after award of a contract. It will be mandatory that the Contractor or his designated representative attends in person.

1.9

WORK NOT INCLUDED

A. Items noted on the drawings, details, or schedules as "NIC” (Not in Contract) are not included in this contract.

1.10

CHANGED CONDITIONS

A. Wherever changed conditions as defined in Contract Clause entitled, "Changes and

Changed Conditions" are encountered, and wherever conditions exposed during the course of the work necessitate a change from quantities indicated or specified as either estimated quantities or as a basis for offers, whether or not provision for a change in price for such variation is specified, the CO must be notified in writing and written directions to do so must be obtained before quantities stated in the contract documents are exceeded.

1.11

EXISTING WORK

A

The disassembling, disconnecting, cutting, removal, or altering in any way of existing work shall be carried on in such a manner as to prevent injury or damage to all portions of existing work, whether they are to remain in place, be re-used in the new work, or be salvaged and stored.

B

All portions of existing work which have been cut, damaged, or altered in any way during construction operations shall be repaired or replaced in kind in an approved manner to match existing or adjoining work. All work of this nature shall be performed by the

Contractor at his expense and shall be as directed. Existing work shall, at the completion of all operations, be left in a condition as good as existed before the new work started.

1.12 MATERIALS AND EQUIPMENT TO BE SALVAGED

01 00 00 -7

A. Except where specifically specified otherwise herein, or designated on the drawings, all existing materials and equipment which are required to be removed or disconnected to perform the work but are not indicated or specified for use in the new work, shall become the property of the Contractor and shall be disposed of properly. The Government may elect to salvage any or all materials removed by the Contractor by giving prior notice and pricing up materials at job site.

1.13 PARTIAL OCCUPANCY OR USE

A. The FAA may occupy or use any completed or partially completed portion of the Work at any stage and, if the FAA chooses such partial occupancy, the Contractor and FAA shall designate by an agreement the conditions of such partial occupancy. Such partial occupancy or use may commence whether or not the portion is substantially complete, provided the FAA and Contractor have accepted in writing the responsibilities assigned to each of them by the COR for payments, retainage if any, security, maintenance, heat, utilities, damage to the Work and insurance, and have agreed in writing concerning the period for correction of the Work and commencement of warranties required by the

Contract Documents. Consent of the Contractor to partial occupancy or use by the FAA shall not be unreasonably withheld.

1.14 UNDERGROUND UTILITIES

A. Utilities Encountered - Efforts have been taken to locate all the underground utilities and cables on the contract drawings; however, unforeseen utilities and underground cables may be encountered. Actual cable locations must be verified in the field by the

Contractor by hand digging a minimum of five (5') on each side of the cable. FAA owned cable will be marked by the FAA prior to the start of work by the Contractor.

1.15 LOCATION OF SERVICES

A. The FAA does not guarantee the accuracy or the completeness of the location information relating to existing utility services, facilities, or structures that may be shown on the drawings. Any inaccuracy or omission in such information must not relieve Contractor of its responsibility to protect such existing features from damage or unscheduled interruption of service.

1.16 UNCOVERING AND CORRECTION OF WORK

A. Uncovering Work

1. If any portion of the Work is covered contrary to the COR 's request or to requirements specifically expressed in the Contract Documents, it must, if required in writing by the COR be uncovered for his observation and be recovered (if corrections are not required) or be corrected, if applicable, at the Contractor's expense without change in the Contract Time.

2. If a portion of the Work has been covered which the COR or any applicable governmental authority has not specifically requested to observe prior to its being covered, the COR may request to see such Work and it shall be uncovered by the

Contractor. If such work is in accordance with the Contract Documents, costs of uncovering and restoration shall, by appropriate Change Order, be charged to the

FAA. If such Work is not in accordance with the Contract Documents, the

Contractor shall pay such costs unless the condition was caused by the FAA or a

01 00 00 -8 separate contractor in which event the FAA shall be responsible for payment of such costs.

B. Correction Of Work

1. The Contractor shall promptly correct Work rejected by the COR or any governmental authority that fails to conform to the requirements of the Contract

Documents, whether observed before or after Substantial Completion and whether or not fabricated, installed or completed. The Contractor shall bear all costs of correcting such rejected Work, including additional testing and inspections and compensation for the COR 's services and expenses incurred by the FAA.

2. If, within two years after the date of Substantial Completion of the Work or designated portion thereof, or after the date for commencement of warranties established above, or by terms of an applicable special warranty required by the

Contract Documents, any of the work is found to be not in accordance with the requirements of the Contract Documents, the Contractor shall correct it promptly after receipt of written notice from the FAA to do so unless the FAA has previously given the Contractor a written acceptance of that specific condition. This period of two years shall be extended with respect to portions of Work first performed after

Substantial Completion by the period of time between Substantial Completion and the actual performance of the Work. This obligation shall survive acceptance of the

Work under the Contract and termination of the Contract. The FAA shall give such notice within a reasonable amount of time after discovery of the condition.

3. The Contractor shall remove from the site portions of the Work that are not in accordance with the requirements of the Contract Documents and are neither corrected by the Contractor nor accepted by the FAA.

4. If the Contractor fails to correct nonconforming Work within a reasonable time, the

FAA may correct it in accordance with General Provisions. If the Contractor does not proceed with correction of such nonconforming Work within a reasonable time fixed by written notice from the COR, the FAA may correct or remove such nonconforming work and all costs for such corrections or removals shall be assessed against the Contractor.

5. The Contractor shall bear the cost of correcting destroyed or damaged Work, whether completed or partially completed, of the FAA or separate contractors caused by the

Contractor's performing correction or removal of Work which is not in accordance with the requirements of the Contract Documents.

6. Nothing contained herein shall be construed to establish a period of limitation with respect to other obligations that the Contractor might have under the Contract

Documents. Establishment of the time period of two years as described above relates only to the specific obligation of the Contractor to correct the Work, and has no relationship to the time within which the obligation to comply with the Contract

Documents may be sought to be enforced, nor to the time within which proceedings may be commenced to establish the Contractor's liability and damages with respect to

SELECTIVE DEMOLITION

02 41 19 - 1 the Contractor's obligations other than specifically to correct the Work.

C. Acceptance Of Nonconforming Work

1. If the FAA prefers to accept Work that is not in accordance with the requirements of the Contract

Documents, the FAA may do so instead of requiring its removal or correction. If the FAA accepts the

Work under such circumstances, the Total Contract Price will be reduced in an equitable manner as determined by the Contracting Officer, whether or not final payment has been made.

D. Terms and Conditions” and “Contract Clauses”

1. Wherever a reference to a clause of the General Provisions or General Conditions occurs in the technical section of the specifications, it shall be taken to mean the “Terms and Conditions” and

“Contract Clauses” having the same title as the referenced General Provisions or General Conditions clause.

1.17 COOPERATE WITH AGENCIES

A. Cooperate with the FAA public or private utility service, or a utility service of another government agency that may be authorized by the FAA to construct, reconstruct, or maintain such utility services or facilities during the progress of the work. Control operations to prevent the unscheduled interruption of such utility services and facilities.

1.18 NOTICE TO FAA/OPERATORS

A. Prior to commencing the work in the general vicinity of an existing utility service or facility, Contractor shall notify each FAA/operator in writing of activities that might affect its interests. If, in Contractor’s opinion, the

FAA/operator’s assistance is needed to locate the utility service or facility or the presence of a representative of the FAA/operator is desirable to observe the work, such advice should be included in the notification.

Furnish a copy of such written notices to COR.

1.19 DAMAGE TO SERVICES

A. Should Contractor damage or interrupt the operation of a utility service or facility by accident or otherwise, it shall immediately notify in writing the FAA/operator, appropriate public safety authorities, and the COR and shall take all reasonable measures to prevent further damage or interruption of service. Cooperate with the utility service or facility FAA and the COR continuously until such damage has been repaired and service restored.

1.20 FAILURE TO PROTECT PROPERTY

A. Contractor shall not be entitled to any extension of time or compensation on account of Contractor’s failure to protect all facilities, equipment, materials and other property as described herein. All costs in connection with any Improvements or restoration necessary or required by reason of unauthorized obstruction, damage, or use shall be borne by Contractor.

1.21 UTILITY CONTRACTOR LICENSING REQUIREMENTS

A. Contractor shall comply with all state and local requirements for construction of utilities.

02 41 19 - 2

1.22 ASBESTOS FREE CERTIFICATION

A. FAA policy is to construct all new facilities without asbestos containing products. The Contractor shall provide a letter on his company’s standard letter head stating that to the best of his knowledge no product or material used on this project contains asbestos. The statement shall include the name of the project and the contract number and shall be signed by an officer of the company. The statement shall be furnished within

10 calendar days of the beneficial occupancy date. Submission of this statement is a calendar days of the beneficial occupancy date. Submission of this statement is a calendar days of the beneficial occupancy date.

Submission of this statement is a condition for final payment under the contract.

B. Verification: If the FAA suspects the presence of asbestos, tests shall be performed on the material or product at the FAA’s expense. If it is determined that the product or material does contain asbestos, then the contractor shall remove the product or material and replace at his own expense including the expense of the testing and any retesting that may be necessary.

C. Non – Compliance: If the Contractor fails to provide the above statement, then the FAA shall have a complete building survey performed by a qualified testing firm and the costs deducted from the contractor’s final payment.

1.23 INITIAL SUBMITTALS

A. The following submittals are required to have FAA approval prior to notice to Proceed

PART 2 – PRODUCTS (Not Used) PART 3 – EXECUTION (Not Used)

END OF SECTION 01 00 00

02 41 19 - 3

SECTION 02 41 19

A. Section Includes:

1. Demolition and removal of selected portions of building or structure.

2. Demolition and removal of selected site elements.

3. Salvage of existing items to be reused or recycled.

1.2 MATERIALS OWNERSHIP

A. Unless otherwise indicated, demolition waste becomes property of Subcontractor.

B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to Owner that may be uncovered during demolition remain the property of Owner.

1. Carefully salvage in a manner to prevent damage and promptly return to Owner.

1.3 PREINSTALLATION MEETINGS

A. Predemolition Conference: Conduct conference at Project site one week prior to the start of construction with

Contractor and Owner’s Representative.

1.4 INFORMATIONAL SUBMITTALS

A. Engineering Survey: Submit engineering survey of condition of building.

B. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures proposed for protecting individuals and property, for environmental protection, for dust control and for noise control.

Indicate proposed locations and construction of barriers.

C. Schedule of selective demolition activities with starting and ending dates for each activity.

D. Predemolition photographs or video.

1.5 CLOSEOUT SUBMITTALS

A. Inventory of items that have been removed and salvaged.

1.6 FIELD CONDITIONS

A. If the Owner will occupy portions of building immediately adjacent to selective demolition area, conduct selective demolition so Owner's operations will not be disrupted.

02 41 19 - 4

B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.

C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work.

1. Hazardous materials will be removed by Owner before start of the Work.

2. If suspected hazardous materials are encountered, do not disturb; immediately notify Architect and

Owner. Hazardous materials will be removed by Owner under a separate contract.

E. Storage or sale of removed items or materials on-site is not permitted.

F. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.

1. Maintain fire-protection facilities in service during selective demolition operations.

G. Arrange selective demolition schedule so as not to interfere with Owner's operations.

1.7 WARRANTY

A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials and using approved subcontractors so as not to void existing warranties.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ASSE A10.6 and NFPA 241.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped before starting selective demolition operations.

B. Perform an engineering survey of condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during selective building demolition operations.

C. Inventory and record the condition of items to be removed and salvaged.

Lee Farren Cross-Out

02 41 19 - 5

3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.

B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas to be selectively demolished.

1. Owner will arrange to shut off indicated services/systems when requested by Subcontractor.

2. Arrange to shut off utilities with utility companies.

3. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building.

4. Disconnect, demolish, and remove fire-suppression systems, plumbing, and HVAC systems, equipment, and components indicated on Drawings to be removed.

a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material.

b. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material and leave in place.

c. Equipment to Be Removed: Disconnect and cap services and remove equipment.

d. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment; when appropriate, reinstall, reconnect, and make equipment operational.

e. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to Owner.

f. Ducts to Be Removed: Remove portion of ducts indicated to be removed and plug remaining ducts with same or compatible ductwork material.

g. Ducts to Be Abandoned in Place: Cap or plug ducts with same or compatible ductwork material and leave in place.

3.3 PROTECTION

A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

B. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished.

C. Remove temporary barricades and protections where hazards no longer exist.

3.4 SELECTIVE DEMOLITION

A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:

1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain.

2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

02 41 19 - 6

3. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable fire-suppression devices during flame-cutting operations.

4. Maintain fire watch during and for at least 2 hours after flame-cutting operations.

5. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

6. Dispose of demolished items and materials promptly.

B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

C. Removed and Salvaged Items:

1. Clean salvaged items.

2. Pack or crate items after cleaning. Identify contents of containers.

3. Store items in a secure area until delivery to Owner.

4. Transport items to Owner's storage area designated by Owner.

5. Protect items from damage during transport and storage.

D. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse.

2. Pack or crate items after cleaning and repairing. Identify contents of containers.

3. Protect items from damage during transport and storage.

4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

E. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable, protected storage location during selective demolition, cleaned and reinstalled in their original locations after selective demolition operations are complete.

3.5 CLEANING

A. Remove demolition waste materials from Project site and dispose of them in an EPA-approved construction and demolition waste landfill acceptable to authorities having jurisdiction.

1. Do not allow demolished materials to accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

3. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent.

B. Burning: Do not burn demolished materials.

C. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations.

Return adjacent areas to condition existing before selective demolition operations began.

MKG ATCT TRACON REALIGNMENT,

ROUGH CARPENTRY

06 10 00 - 1

1. Wood blocking and nailers.

2. Wood sleepers.

1.2 ACTION SUBMITTALS

SECTION 06 10 00

A. Product Data: For each type of process and factory-fabricated product:

1. Include data for wood-preservative treatment from chemical treatment manufacturer and certification by treatment plant that treated materials are in compliance with requirements.

2. Include data for fire-retardant treatment from chemical treatment manufacturer and certification by treatment plant that treated materials are in compliance with requirements.

2.1 WOOD PRESERVATIVE TREATED LUMBER

A. Preservative Treatment by Pressure Process: AWPA U1; Use Category UC2 for interior construction not in contact with the ground, Use Category UC3b for exterior construction not in contact with the ground, and Use

Category UC4a for items in contact with the ground as applicable.

1. Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no arsenic or chromium.

B. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. Do not use material that is warped or that does not comply with requirements for untreated material.

2.2 FIRE-RETARDANT-TREATED MATERIALS

A. General: Where fire-retardant-treated materials are indicated, materials shall comply with requirements in this article, that are acceptable to authorities having jurisdiction, and with fire-test-response characteristics specified as determined by testing identical products per test method indicated by a qualified testing agency.

B. Fire-Retardant-Treated Lumber and Plywood by Pressure Process: Products with a flame-spread index of 25 or less when tested according to ASTM E 84, and with no evidence of significant progressive combustion when the test is extended an additional 20 minutes, and with the flame front not extending more than 10.5 feet

(3.2 m) beyond the centerline of the burners at any time during the test.

1. Interior Type A: Treated materials shall have a moisture content of 28 percent or less when tested according to ASTM D 3201 at 92 percent relative humidity. Use where exterior type is notindicated.

C. Kiln-dry lumber after treatment to maximum moisture content of 19 percent. Kiln-dry plywood after treatment to maximum moisture content of 15 percent.

D. Identify fire-retardant-treated wood with appropriate classification marking of qualified testing agency.

06 10 00 - 2

E. Application: Treat all rough carpentry unless otherwise indicated.

1. Concealed blocking.

2. Framing for non-load-bearing partitions.

3. Plywood backing panels.

2.3 MISCELLANEOUS LUMBER

A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following:

1. Blocking.

2. Nailers.

B. For concealed boards, provide lumber with 15 percent maximum moisture content and any of the following species and grades:

1. Mixed southern pine; No. 2 grade; SPIB.

2. Eastern softwoods; No. 2 Common grade; NeLMA.

2.4 PLYWOOD BACKING PANELS

A. Equipment Backing Panels: Plywood, DOC PS 1, fire-retardant treated, not less than 3/4-inch nominal thickness.

2.5 FASTENERS

A. General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture.

1. Where rough carpentry is exposed to weather, in ground contact, pressure-preservative treated, or in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with ASTM A 153/A

153M or of Type 304 stainless steel.

B. Power-Driven Fasteners: NES NER-272.

C. Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex nuts and, where indicated, flat washers.

3.1 INSTALLATION, GENERAL

A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry to other construction; scribe and cope as needed for accurate fit.

B. Where wood-preservative-treated lumber is installed adjacent to metal decking, install continuous flexible flashing separator between wood and metal decking.

06 10 00 - 3

C. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following:

1. NES NER-272 for power-driven fasteners.

2. Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code.

3.2 PROTECTION

A. Protect rough carpentry from weather. If, despite protection, rough carpentry becomes wet, apply EPA-registered borate treatment. Apply borate solution by spraying to complywith EPA-registered label.

06 10 00 - 4

JOINT SEALANTS

07 92 00 - 1

SECTION 07 92 00

JOINT SEALANTS

A. This Section includes low-VOC and Low-Odor joint sealants for the following locations:

1. Interior joints in vertical surfaces.

a. Perimeter joints between interior wall surfaces and frames of interior doors.

b. Other joints as indicated.

1.2 SYSTEM PERFORMANCE REQUIREMENTS

A. Provide elastomeric joint sealants produced and installed to establish and maintain watertight and airtight continuous seals without causing staining or deterioration of joint substrates.

B. Provide joint sealants for interior applications produced and installed to establish and maintain airtight continuous seals that are water resistant and cause no staining or deterioration of joint substrates.

C. Provide products that will not off-gas VOC’s after product is installed and properly cured.

1.3 SUBMITTALS

A. Product data from manufacturers for each joint sealant product required.

B. Certification by joint sealant manufacturer that sealants plus the primers and cleaners, required for sealant installation, comply with local regulations controlling use of volatile organic compounds.

C. Provide Material Safety Data Sheets (MSDS) for the following:

1. Elastomeric joint sealants.

2. Primer.

3. Cleaners for nonporous surfaces.

D. Samples for initial selection purposes in form of manufacturer's standard bead samples, consisting of strips of actual products showing full range of colors available, for each product exposed to view.

E. Certificates from manufacturers of joint sealants attesting that their products comply with specification requirements and are suitable for the use indicated.

F. Qualification data complying with requirements specified in "QUALITY ASSURANCE" article. Include list of completed projects with project names addresses, names of architects and owners, plus other information specified.

G. Compatibility and adhesion test reports from elastomeric sealant manufacturer indicating that materials forming joint substrates and joint sealant backings have been tested for compatibility and adhesion with joint sealants. Include sealant manufacturer's interpretation of test results relative to sealant performance and recommendations for primers and substrate preparation needed to obtain adhesion.

07 92 00 - 2

H. Product test reports for each type of joint sealants indicated, evidencing compliance with requirements specified.

I. Preconstruction field test reports, indicating which products and joint preparation methods demonstrate acceptable adhesion to joint substrates.

1.4 QUALITY ASSURANCE

A. Installer Qualifications: Engage an experienced Installer who has completed joint sealant applications similar in material, design, and extent to that indicated for Project that have resulted in construction with a record of successful in service performance.

B. Single Source Responsibility for Joint Sealant Materials: Obtain joint sealants and joint backer materials from a single manufacturer for each different product required.

C. Conduct Testing: Provide comprehensive test data for each type of joint sealant based on tests conducted by a qualified independent testing laboratory on current product formulations within a 24 month period preceding date of subcontractor's submittal of test results to PM.

1. Test elastomeric sealants for compliance with requirements specified by reference to ASTM C920.

Include test results for hardness, stain resistance, adhesion and cohesion under cyclic movement (per ASTM C719), low temperature flexibility, modulus of elasticity at 100 percent strain, effects of heat aging, and effects of accelerated weathering.

2. Include test results performed on joint sealants after they have cured for 1 year.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Deliver materials to Project site in original unopened containers or bundles with labels indicating manufacturer, product name and designation, color, expiration period for use, pot life, curing time, and mixing instructions for multi-component materials.

B. Store and handle materials in compliance with manufacturer's recommendations to prevent their deterioration or damage due to moisture, high or low temperatures, contaminants, or other causes.

1.6 PROJECT CONDITIONS

A. Environmental Conditions: Do not proceed with installation of joint sealants under the following conditions:

1. When ambient and substrate temperature conditions are outside the limits permitted by joint sealant manufacturer or below 40 deg F.

2. When joint substrates are wet.

B. Joint Width Conditions: Do not proceed with installation of joint sealants where joint widths are less than allowed by joint sealant manufacturer for application indicated.

C. Joint Substrate Conditions: Do not proceed with installation of joint sealants until contaminants capable of interfering with their adhesion are removed from joint substrates.

1.7 SEQUENCING AND SCHEDULING

A. Sequence installation of joint sealants to occur not less than 21 nor more than 30 calendar days after completion of waterproofing, unless otherwise indicated.

07 92 00 - 3

2.1 MATERIALS, GENERAL

A. Compatibility: Provide joint sealants, joint fillers, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience.

B. Colors: Provide selections to match aluminum door finish from manufacturer's full range of standard colors for typical applications.

C. Provide VOC-compliant sealants. Products must not produce off-gassing after proper curing is achieved.

2.2 ELASTOMERIC JOINT SEALANTS

A. Elastomeric Sealant Standard: Provide manufacturer's standard chemically curing elastomeric sealants that comply with ASTM C 920.

B. Neutral-curing silicone as follows:

1. VOC Content: 0 g/L or 0 lbs. Per gallon less water and exempt solvents.

2. Type: Type S (ASTM C 920).

3. Grade NS (ASTM C 920).

4. Class: 25 (ASTM C 920).

5. Use: NT, A and M.

6. Shore A Hardness: 30 (ASTM D 2240).

7. Joint Movement Capability (after 14 cure days): Extension: 25%. Compression: 25%.

8. Tear Resistance: 18pli (ASTM D 624).

9. Elongation at Break: 320 percent (ASTM D 412).

10. Tensile Strength: 275psi (ASTM D 412).

11. Uses Related to Joint Substrates. Expansion and control joints in concrete and masonry; metal curtain walls, perimeter caulking of windows; conventional glazing. Adheres to metal, aluminum, galvanized steel, concrete and masonry. For exterior applications.

12. Available Products: Including but not limited to the following:

a Sonolastic OmniSeal by Sonneborn, ChemRex Inc., 889 Valley Park Drive, Shakopee, MN 55379.

C. Multi-purpose mildew-resistant silicone sealant:

1. VOC Content: 0 g/L or 0 lbs. per gallon less water and exempt solvents.

2. Type: Type S (ASTM C 920).

07 92 00 - 4

3. Grade NS (ASTM C 920).

4. Class: 25 (ASTM C 920).

5. Use: NT, G and A.

6. Shore A Hardness: 25 (ASTM C 661).

7. Ultimate Elongation: 425 percent (ASTM D 412).

8. Tensile Strength, psi: 330 (ASTM D 412).

9. Movement Capability: 25 (ASTM C 719). Extrusion Rate: 350 g/min.

10. Use Related to Exposure: NT (non-traffic).

11. Uses Related to Joint Substrates: Glass, Aluminum, Tile, Fiberglass, Countertops, and Nonstructural glazing. For interior and exterior applications.

12. Available Products: Including but not limited to the following:

a. Sonolastic OmniPlus by Sonneborn, ChemRex Inc., 889 Valley Park Drive, Shakopee, MN 55379.

D. Low-Modulus, high-movement, fast-curing sealant:

1. VOC Content: 2.07 g/L or 0.02 lbs. per gallon. Complies with low-VOC regulations.

2. Type: S (ASTM C 920).

3. Grade: NS (ASTM C 290).

4. Class: 25 (ASTM C 290).

5. Use: NT, M, A, G and O.

6. Tensile Strength: 290 psi (ASTM D 412).

7. Ultimate Elongation at Break: 865 percent (ASTM D 412).

8. Hardness, Shore A: 20 (ASTM C 661).

9. Tear Strength: 70 lb/in (ASTM D 1004).

10. Use: Glass, aluminum, concrete, masonry, wood, stone, curtain wall construction, expansion wall joints. Interior and exterior use. Do not use on horizontal traffic-bearing surfaces.

11. Available Products:

a. Sonolastic 150 by Sonneborn, ChemRex, Inc. 889 Valley Park Drive, Shakopee, MN 55379.

2.3 JOINT SEALANT BACKING

07 92 00 - 5

A. General: Provide sealant backings of material and type that are non-staining; are compatible with joint substrates, sealants, primers and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. Provide backing and filler material by sealant manufacturer to greatest extent possible, or products recommended by sealant manufacturer.

B. Plastic Foam Joint Fillers: Preformed, compressible, resilient, non-staining, non-waxing, non-extruding strips of flexible plastic foam of material indicated below and of size, shape, and density to control sealant depth and otherwise contribute to producing optimum sealant performance:

1. Open cell polyurethane foam.

2. Closed cell polyethylene foam, nonabsorbent to liquid water and gas, non-outgassing in unruptured state.

C. Bond Breaker Tape: Polyethylene tape or other plastic tape as recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint filler materials or joint surfaces at back of joint where such adhesion would result in sealant failure. Provide self-adhesive tape where applicable.

2.4 MISCELLANEOUS MATERIALS

A. Primer: Material recommended by joint sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint sealant substrate tests and field tests.

B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials, free of oily residues or other substances capable of staining or harming in any way joint substrates and adjacent nonporous surfaces, and formulated to promote optimum adhesion of sealants with joint substrates.

C. Masking Tape: Non-staining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints.

A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting joint sealant performance. Do not proceed with installation of joint sealants until unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with recommendations of joint sealant manufacturer and the following requirements:

1. Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust, paints (except for permanent, protective coatings tested and…