26-020-ITB_Conc_A_Ramp_Level_Offices_-_Tech_Specs_04.16.26.pdf

Technical Specifications

Kenton County Airport Board

CVG Concourse A Ramp Refresh Renovation

First Level

Erlanger, Kentucky

GRW Project No. 5035-09

March 24, 2026

Issue To Bid Documents

5035-09 1

CVG Concourse A Ramp Refresh

TABLE OF CONTENTS

Division Section Title

DIVISION 01 – GENERAL REQUIREMENTS

011000 SUMMARY

012100 ALLOWANCES

012200 UNIT PRICES – ADDENDUM 2 – 4/8/2026

012300 ALTERNATES

013233 PHOTOGRAPHIC DOCUMENTATION

DIVISION 02 – EXISTING CONDITIONS

024119 SELECTIVE DEMOLITION

DIVISION 08 - OPENINGS

081113 HOLLOW METAL DOORS AND FRAMES

083113 ACCESS DOORS AND FRAMES

087100 DOOR HARDWARE

DIVISION 09 - FINISHES

092216 NON-STRUCTURAL METAL FRAMING

092900 GYPSUM BOARD

093013 CERAMIC TILING – ADDENDUM 2 – 4/8/2026

095113 ACOUSTICAL PANEL CEILINGS

096513 RESILIENT BASE AND ACCESSORIES – ADDENDUM 2 - 4/8/2026

096813 TILE CARPETING

099123 INTERIOR PAINTING

DIVISION 10 - SPECIALTIES

101423.16 ROOM-IDENTIFICATION PANEL SIGNAGE

102113.19 PLASTIC TOILET COMPARTMENTS

102800 TOILET, BATH, AND LAUNDRY ACCESSORIES

105300 ALUMINUM PROTECTIVE STRUCTURES

DIVISION 12 - SPECIALTIES

123661.16 SOLID SURFACING COUNTERTOPS

DIVISION 21 – FIRE SUPPRESSION

211000 WATER BASED FIRE SUPPRESSION SYSTEM

DIVISION 22 – PLUMBING

220100 GENERAL PROVISIONS FOR PLUMBING

220517 SLEEVING, CUTTING, PATCHING & REPAIRING FOR PLUMBING

220529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

220553 IDENTIFICATION OF PLUMBING PIPING AND EQUIPMENT

220719 PLUMBING PIPING INSULATION

221000 PLUMBING PIPING AND VALVES

221119 DOMESTIC WATER PLUMBING SPECIALTIES

5035-09 2

221319 SANITARY AND STORM PIPING SPECIALTIES

224200 PLUMBING FIXTURES AND EQUIPMENT

DIVISION 23 – HVAC

230100 GENERAL PROVISIONS FOR MECHANICAL

230529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

230553 IDENTIFICATION OF HVAC PIPING, DUCTWORK, AND EQUIPMENT

230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC

230719 HVAC PIPING INSULATION

232113 HYDRONIC PIPING AND VALVES

232116 HYDRONIC PIPING SPECIALTIES

233113 DUCTWORK AND DUCTWORK INSULATION

233300 DUCTWORK ACCESSORIES

233713 AIR DISTRIBUTION DEVICES

239500 MECHANICAL SYSTEM TESTING, START-UP AND COMMISSIONING

DIVISION 26 - ELECTRICAL

260000 BASIC ELECTRICAL MATERIAL AND METHODS

260100 ELECTRICAL DEMOLITION

260519 CONDUCTORS AND CABLES

260529 SUPPORTING DEVICES AND HANGERS

260533 RACEWAYS

260534 BOXES

260553 ELECTRICAL IDENTIFICATION

206572 OVERCURRENT PROTECTIVE DEVICE SHORT-CIRCUIT STUDY – ADDENDUM

3 – 4/15/2026

260923 LIGHTING CONTROL DEVICES

262416 PANELBOARDS – ADDENDUM 3 – 4/15/2026

262726 WIRING DEVICES

264313 SURGE PROTECTION FOR LOW-VOLTAGE ELECTRICAL POWER CIRCUITS –

ADDENUDM 3 – 4/15/2026

265100 LED LIGHTING

DIVISION 27 – COMMUNICATIONS

271300 COMMUNICATION SYSTEMS

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

283103 FIRE ALARM SYSTEM MODIFICATIONS – ADDENDUM 2 – 4/8/2026

APPENDICIES

Appendix A TAB REPORT EXISTING SYSTEM EVALUATION

END OF TABLE OF CONTENTS

DIVISION 01

GENERAL REQUIREMENTS

CVG Concourse A Ramp Refresh Renovation

5035-09 SUMMARY 011000 - 1

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including CVG General Provisions and Special Provisions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Construction completion priorities.

4. Contractor's use of site and premises.

5. Coordination with occupants.

6. Work restrictions.

7. Specification and Drawing conventions.

8. Miscellaneous provisions.

B. Related Requirements:

1. CVG General Provisions and Special Provisions

2. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

3. Section 017300 "Execution" for coordination of Owner-installed products.

1.3 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.

1.4 PROJECT INFORMATION

A. Project Identification: Concourse A Ramp Level Upgrades

1. Project Location: CVG Airport Concourse A

B. Owner: Kenton County Airport Board

C. Architect: GRW

D. Web-Based Project Software: Project software will be used for purposes of managing communication and documents during the construction stage.

5035-09 SUMMARY 011000 - 2

1.5 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and includes, but is not limited to, the following:

1. Work includes but is not limited to selective demolition, hollow metal doors / frames, door hardware, non-structural metal framing, gypsum board, acoustical panel ceilings, tile carpeting, interior painting, toilet partitions, toilet accessories, wall supported solid surface countertops, water-based fire suppression, plumbing, hvac, electrical, lighting and other Work indicated in the Contract Documents.

B. Type of Contract:

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

1.6 CONSTRUCTION COMPLETION PRIORITIES

A. The Contractor shall include in the construction schedule submittal specific detail for the priority areas listed. The Contractor shall prioritize construction as follows for spaces noted concurrently:

1. Vacant space completion required for relocation of occupied space staff before occupied areas can be turned over for renovation.

2. SAMS C117

a. Owner meeting in this area once a month

b. Prior to area being turned over to the Contractor shop drawings for all construction materials shall be submitted and approved. Construction materials shall be immediately available for delivery to the site.

c. Once materials and labor are available the SAMS area will be turned over to the Contractor the day after the monthly meeting.

d. The Contractor shall complete the SAMS room construction and turn over for use by the Owner prior to the monthly meeting two months later / 60 calendar days +/-.

3. EOC C116

a. Prior to area being turned over to the Contractor shop drawings for all construction materials shall be submitted and approved. Construction materials shall be immediately available for delivery to the site.

b. The Contractor shall propose a specific completion date for the EOC area. Once materials and labor are immediately available the EOC area will be turned over to the Contractor.

c. The Contractor shall complete the EOC room construction and turn over for use by the Owner 90 calendar days from commencement of work in the EOC area.

4. Restrooms Women C155, Women’s Locker Room C156, Men C151, Men’s Locker Room C150

5035-09 SUMMARY 011000 - 3

a. Prior to area being turned over to the Contractor shop drawings for all construction materials shall be submitted and approved. Construction materials shall be immediately available for delivery to the site.

b. The Contractor shall propose a specific completion date for the Restroom area.

Once materials and labor are immediately available the Restroom area will be turned over to the Contractor.

c. The Contractor shall complete the Restroom construction and turn over for use by the Owner 30 calendar days for base bid work 60 calendar days for alternate bid work from commencement of work in the Restroom area.

B. Before commencing Work of each priority, submit an updated copy of Contractor's construction schedule, showing the sequence, commencement and completion dates, and move-out and -in dates of Owner's personnel for all priorities of the Work.

1.7 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.

1.8 WORK UNDER OWNER'S SEPARATE CONTRACTS

A. Work with Separate Contractors: Cooperate fully with Owner's separate contractors, so work on those contracts may be carried out smoothly, without interfering with or delaying Work under this Contract or other contracts. Coordinate the Work of this Contract with work performed under Owner's separate contracts.

1.9 CONTRACTOR'S USE OF SITE AND PREMISES

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

1. Driveways, Walkways and Exits: Keep exterior paved ramp and building entrances serving premises clear at all times. Use only designated areas for parking, construction dumpsters, or for storage of materials.

2. See CVG General Provisions and Special Provisions

B. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations.

1.10 COORDINATION WITH OCCUPANTS

A. Partial Owner Occupancy: Owner will occupy the premises during entire construction period, with the exception of areas under construction. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to

5035-09 SUMMARY 011000 - 4

interfere with Owner's operations. Maintain existing exits unless otherwise indicated. See paragraph 1.5 Construction Completion Priorities.

1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and authorities having jurisdiction.

2. Provide not less than 72 seventy-two hours' / 3 work days notice to Owner of activities that will affect Owner's operations.

1.11 WORK RESTRICTIONS

A. See CVG General Provisions and Special Provisions.

B. 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. See CVG General Provisions and Special Provisions.

C. 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 and Architect not less than two workdays in advance of proposed disruptive operations.

2. Obtain permission before proceeding with disruptive operations.

3. See CVG General Provisions and Special Provisions.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011000

5035-09 ALLOWANCES 012100 - 1

SECTION 012100 - ALLOWANCES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements governing allowances.

B. Types of allowances include the following:

1. Lump-sum allowances.

C. Related Requirements:

1. Bid Forms

1.3 DEFINITIONS

A. Allowance: A quantity of work or dollar amount included in the Contract, established in lieu of additional requirements, used to defer selection of actual materials and equipment to a later date when direction will be provided to Contractor. If necessary, additional requirements will be issued by Change Order.

1.4 SELECTION AND PURCHASE

A. At the earliest practical date after award of the Contract, advise Architect of the date when final selection, or purchase and delivery, of each product, system, or service described by an allowance must be completed by the Owner to avoid delaying the Work.

B. At Architect's request, obtain proposals for each allowance for use in making final selections.

Include recommendations that are relevant to performing the Work.

C. Purchase products, systems, or services selected by Owner from the designated supplier or subcontractor..

1.5 ACTION SUBMITTALS

A. Submit proposals for purchase of products or systems included in allowances.

5035-09 ALLOWANCES 012100 - 2

1.6 INFORMATIONAL SUBMITTALS

A. Submit invoices or delivery slips to show actual quantities of materials delivered to the site for use in fulfillment of each allowance.

B. Submit time sheets and other documentation to show labor time and cost for installation of allowance items that include installation as part of the allowance.

C. Coordinate and process submittals for allowance items in same manner as for other portions of the Work.

1.7 LUMP-SUM ALLOWANCES

A. Allowance shall include cost to Contractor of specific products, materials, or services ordered by Owner under allowance and shall include taxes, freight, and delivery to Project site.

B. Unused Materials: Return unused materials or services purchased under an allowance to manufacturer or supplier for credit to Owner, after installation has been completed and accepted.

1.8 CONTINGENCY ALLOWANCES

A. Use the contingency allowance only as directed by Architect for Owner's purposes and only by Change Orders that indicate amounts to be charged to the allowance.

B. Contractor's overhead, profit, and related costs for products and equipment ordered by Owner under the contingency allowance are included in the allowance and are not part of the Contract Sum. These costs include delivery, installation, taxes, insurance, equipment rental, and similar costs.

C. At Project closeout, credit unused amounts remaining in the contingency allowance to Owner by Change Order.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 EXAMINATION

A. Document existing conditions such as required construction paths and create an itemized list of existing items including documentation of condition of each item,

3.2 PREPARATION

A. Coordinate relocation of items with the Contractor’s project schedule.

5035-09 ALLOWANCES 012100 - 3

3.3 SCHEDULE OF ALLOWANCES

A. Allowance: Lump Sum Labor Allowance to move materials and office furniture. $18,000.00

B. Allowance: Lump Sum Owner Allowance $22,000.00

END OF SECTION 012100

5035-09 UNIT PRICES 012200 - 1

Addendum 1 – 4/8/2026

SECTION 012200 - UNIT PRICES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for unit prices.

B. Related Requirements:

1. Section 012100 "Allowances" for procedures for using unit prices to adjust quantity allowances.

2. Section 012600 "Contract Modification Procedures" for procedures for submitting and handling Change Orders.

3. Section 0956113 “Acoustical Panel Ceilings” for specific ceiling system.

4. Section 096813 “Tile Carpeting” for specific manufacturer and product.

5. Section 099123 “Interior Painting” for specific paint systems.

1.3 DEFINITIONS

A. Unit price is an amount incorporated into the Agreement, applicable during the duration of the

Work as a price per unit of measurement for materials, equipment, or services, or a portion of the Work, added to or deducted from the Contract Sum by appropriate modification, if the scope of Work or estimated quantities of Work required by the Contract Documents are increased or decreased.

1.4 PROCEDURES

A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit.

B. Owner reserves the right to reject Contractor's measurement of work-in-place that involves use of established unit prices and to have this work measured, at Owner's expense, by an independent surveyor acceptable to Contractor.

C. List of Unit Prices: A schedule of unit prices is included in Part 3. Specification Sections referenced in the Part 3 "Schedule of Unit Prices" Article contain requirements for materials described under each unit price.

5035-09 UNIT PRICES 012200 - 2

Addendum 1 – 4/8/2026

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF UNIT PRICES

A. Unit Price: Painting.

1. Description: Surface preparation, 1 coat Primer or Block fill, 2 coats of finish.

2. Unit of Measurement: Square Foot SF.

B. Unit Price: Carpet Tile

1. Description: demolition of existing flooring, preparation, adhesive, carpet, and installation.

2. Unit of Measurement: Square Foot SF.

C. Unit Price: Acoustical Ceiling.

1. Description: Demo of existing grid / tiles, new grid / tiles and installation.

2. Unit of Measurement: Unit of Measurement: Square Foot SF.

D. Unit Price: Water Closets

1. Description: Demo of existing water closet and replacement of the carrier, fixture, and flush valve if fixture is selected to be replaced.

2. Unit of Measurement: Each EA (Addendum 1 – 3/8/2026)

END OF SECTION 012200

5035-09 ALTERNATES 012300 - 1

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including CVG General Provisions, Special Provisions, and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for alternates.

1.3 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements will be added to the base bid amount if the Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. Alternates described in this Section are part of the Work only if enumerated in the Agreement.

2. The cost for each alternate is the net addition to the Contract Sum to incorporate alternates into the Work. No other adjustments are made to the Contract Sum.

1.4 PROCEDURES

A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project.

1. Include, as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation, whether or not indicated as part of alternate.

B. Execute accepted alternates under the same conditions as other Work of the Contract.

C. Schedule: Part 3 "Schedule of Alternates" Article is included at the end of this Section.

Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate.

5035-09 ALTERNATES 012300 - 2

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF ALTERNATES

A. Alternate No. 1, Restrooms Women C155, Women’s Locker Room C156, Men C151, Men’s Locker Room C150 finishes and plumbing fixtures.

1. Base Bid: Drawing sheet A103.

2. Alternate: Drawing sheet A402.

B. Alternate No. 2, Conference Room C115, creates an additional separate room within the existing open area.

1. Base Bid: Drawing sheet A103.

2. Alternate: Drawing sheet A403, A404.

C. Alternate No. 3, Breakroom C144, add exterior door.

1. Base Bid: Drawing sheet A103.

2. Alternate: Drawing sheet A405.

D. Alternate No. 4, 2nd Level finishes.

1. Base Bid: Drawing sheet A104.

2. Alternate: Drawing sheet A406, A407, A408.

END OF SECTION 012300

5035-09 PHOTOGRAPHIC DOCUMENTATION 013233 - 1

SECTION 013233 - PHOTOGRAPHIC DOCUMENTATION

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for the following:

1. Preconstruction photographs.

2. Concealed Work photographs.

3. Periodic construction photographs.

4. Final Completion construction photographs.

B. Related Requirements:

1. Section 024119 "Selective Demolition" for photographic documentation before selective demolition operations commence.

1.2 INFORMATIONAL SUBMITTALS

A. Key Plan: Submit key plan of Project site and building with notation of vantage points marked for location and direction of each photograph. Indicate elevation or story of construction.

Include same information as corresponding photographic documentation.

B. Digital Photographs: Submit image files within three days of taking photographs.

1. Submit photos by uploading to web-based Project management software site. Include copy of key plan indicating each photograph's location and direction.

2. Identification: Provide the following information with each image description in file metadata tag and in web-based Project management software site:

a. Name of Project.

b. Date photograph was taken.

c. Description of location, vantage point, and direction.

d. Unique sequential identifier keyed to accompanying key plan.

1.3 FORMATS AND MEDIA

A. Digital Photographs: Provide color images in JPG format, produced by a digital camera with minimum sensor size of 12 megapixels, and at an image resolution of not less than 3200 by 2400 pixels, and with vibration-reduction technology. Use flash in low light levels or backlit conditions.

1.4 CONSTRUCTION PHOTOGRAPHS

A. General: Take photographs with maximum depth of field and in focus.

5035-09 PHOTOGRAPHIC DOCUMENTATION 013233 - 2

1. Maintain key plan with each set of construction photographs that identifies each photographic location.

B. Preconstruction Photographs: Before commencement of the Work, take photographs of Project site and surrounding properties, including existing items to remain during construction, from different vantage points.

C. Concealed Work Photographs: Before proceeding with installing work that will conceal other work, take photographs sufficient in number, with annotated descriptions, to record nature and location of concealed Work, including, but not limited to, the following:

1. Underground utilities, generally not applicable on this project.

2. Underslab services.

3. Above ceiling, in wall, in chase.

a. Piping.

b. Electrical conduit.

c. HVAC work.

D. Periodic Construction Photographs: Take work in progress photographs weekly. Select vantage points to show status of construction and progress since last photographs were taken.

E. Final Completion Construction Photographs: Take photographs to document work in each room including above the ceiling after date of Substantial Completion for submission as Project Record Documents.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 013233

DIVISION 02

EXISTING CONDITIONS

5035-09 SELECTIVE DEMOLITION 024119 - 1

SECTION 024119 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. The Work of this Section Includes:

1. Demolition and removal of selected portions of the interior of building or structure and site elements.

2. Removal and salvage of existing items for delivery to Owner and removal of existing items for reinstallation.

B. Related Requirements:

1. Section 011000 "Summary" for restrictions on use of the premises, Owner-occupancy requirements, and priority requirements.

2. Section 013516 "Alteration Project Procedures" for general protection and work procedures for alteration projects.

1.2 DEFINITIONS

A. Remove: Detach items from existing construction and legally dispose of off-site unless indicated to be removed and salvaged or removed and reinstalled.

B. Remove and Salvage: Detach items from existing construction, in a manner to prevent damage, and deliver to Owner as indicated.

C. Remove and Reinstall: Detach items from existing construction, in a manner to prevent damage;

prepare for reuse; and reinstall where indicated.

D. Existing to Remain: Existing items of construction that are not to be removed.

1.3 MATERIALS OWNERSHIP

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

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.

1.4 COORDINATION

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

5035-09 SELECTIVE DEMOLITION 024119 - 2

1.5 PREINSTALLATION MEETINGS

A. Predemolition Conference: Conduct conference at Project site.

1. May be part of preconstruction conference.

2. Inspect and discuss condition of construction to be selectively demolished.

3. Review and finalize selective demolition schedule and verify availability of demolition personnel, equipment, and facilities needed to make progress and avoid delays.

4. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations.

5. Review areas where existing construction is to remain and requires protection.

6. Review and finalize protection requirements.

7. Review procedures for noise control and dust control.

8. Review storage, protection, and accounting for items to be removed for salvage or reinstallation.

1.6 INFORMATIONAL SUBMITTALS

A. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures proposed for protecting individuals and property for dust control and for noise control. Indicate proposed locations and construction of barriers.

B. Schedule of Selective Demolition Activities: Indicate the following:

1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure Owner's on-site operations are uninterrupted.

2. Temporary interruption of utility services. Indicate how long utility services will be interrupted.

3. Coordination for shutoff, capping, and continuation of utility services.

4. Use of elevator and stairs.

5. Coordination of Owner's continuing occupancy of portions of existing building and of

Owner's partial occupancy of completed Work.

C. Statement of Refrigerant Recovery: based on the scope of the project no refrigerant is being removed. Notify the Owner in the event refrigerant is to be removed from existing equipment.

D. Warranties: Documentation indicating that existing warranties are still in effect after completion of selective demolition.

1.7 CLOSEOUT SUBMITTALS

A. Inventory: Submit a list of items that have been removed and salvaged.

1.8 FIELD CONDITIONS

A. Owner will occupy portions of building immediately adjacent to selective demolition area.

Conduct selective demolition so Owner's operations will not be disrupted.

5035-09 SELECTIVE DEMOLITION 024119 - 3

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

1. Before selective demolition, Owner will remove the following items:

a. Furniture and Equipment.

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

D. Hazardous Materials:

1. It is not expected that hazardous materials will be encountered in the Work.

a. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract.

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

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 ANSI/ASSP A10.6 and NFPA 241.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been verified in areas of demolition, temporarily shut down at panel / valve / etc. before starting selective demolition operations.

B. Review Project Record Documents of existing construction or other existing condition information provided by Owner. Owner does not guarantee that existing conditions are same as those indicated in Project Record Documents.

C. Survey of Existing Conditions: Record existing conditions by use of preconstruction photographs or video. Comply with Section 013233 "Photographic Documentation."

1. Inventory and record the condition of items to be removed for salvage or reinstallation.

Photograph or video conditions that might be misconstrued as damage caused by removal.

5035-09 SELECTIVE DEMOLITION 024119 - 4

2. Photograph or video existing conditions of adjoining construction including finish surfaces, that might be misconstrued as damage caused by selective demolition operations or removal of items for salvage or reinstallation.

3.2 PREPARATION

A. 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.

1. Strengthen or add new supports when required during progress of selective demolition.

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

1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building.

2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas.

3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations.

4. Cover and protect furniture, furnishings, and equipment that have not been removed.

C. 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, cleaned, and reinstalled in their original locations after selective demolition operations are complete.

3.3 UTILITY SERVICES AND BUILDING SYSTEMS

A. Existing Services/Systems to Remain: Maintain utilities and building systems and equipment to remain and protect against damage during selective demolition operations.

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

3.4 SALVAGE/REINSTALL

A. Removed and Salvaged Items:

1. Clean salvaged items.

2. Pack or crate items after cleaning. Identify contents of containers with label indicating elements, date of removal, quantity, and location where removed.

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

4. Transport items to Owner's storage area on-site.

5. Protect items from damage during transport and storage.

B. Removed and Reinstalled Items:

5035-09 SELECTIVE DEMOLITION 024119 - 5

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.

3.5 SELECTIVE DEMOLITION, GENERAL

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

1. Proceed with selective demolition systematically, from higher to lower level. Complete selective demolition operations above each floor or tier before disturbing supporting members on the next lower level.

2. 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.

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

4. Do not use cutting torches.

5. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site.

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

3.6 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS

A. Concrete:

1. Demolish in sections. Cut concrete full depth at junctures with construction to remain and at regular intervals using power-driven saw and then remove concrete between saw cuts.

B. Masonry: Demolish in small sections. Cut masonry at junctures with construction to remain, using power-driven saw, and then remove masonry between saw cuts.

C. Concrete Slabs-on-Grade: Saw-cut perimeter of area to be demolished, and then break up and remove.

D. Interior finish materials: Removal method shall not damage supporting construction to remain.

3.7 DISPOSAL OF DEMOLISHED MATERIALS

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.

5035-09 SELECTIVE DEMOLITION 024119 - 6

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.

B. Burning: Do not burn demolished materials.

3.8 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition

END OF SECTION 024119

DIVISION 08

OPENINGS

5035-09 HOLLOW METAL DOORS AND FRAMES 081113 - 1

SECTION 081113 - HOLLOW METAL DOORS AND FRAMES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Interior standard steel doors and frames.

1.2 DEFINITIONS

A. Minimum Thickness: Minimum thickness of base metal without coatings in accordance with NAAMM-HMMA 803 or ANSI/SDI A250.8.

1.3 COORDINATION

A. Coordinate anchorage installation for hollow-metal frames. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors. Deliver such items to Project site in time for installation.

B. Coordinate requirements for installation of door hardware, electrified door hardware, and access control and security systems.

1.4 ACTION SUBMITTALS

A. Product Data:

1. Interior standard steel doors and frames.

B. Product Data Submittals: For each product.

1. Include construction details, material descriptions, core descriptions, and finishes.

C. Shop Drawings: Include the following:

1. Elevations of each door type.

2. Details of doors, including vertical- and horizontal-edge details and metal thicknesses.

3. Frame details for each frame type, including dimensioned profiles and metal thicknesses.

4. Locations of reinforcement and preparations for hardware.

5. Details of each different wall opening condition.

6. Details of electrical raceway and preparation for electrified hardware, access control systems, and security systems.

7. Details of anchorages, joints, field splices, and connections.

8. Details of accessories.

9. Details of moldings, removable stops, and glazing.

5035-09 HOLLOW METAL DOORS AND FRAMES 081113 - 2

D. Product Schedule: For hollow-metal doors and frames, prepared by or under the supervision of supplier, using same reference numbers for details and openings as those on Drawings.

Coordinate with final door hardware schedule.

1.5 INFORMATIONAL SUBMITTALS

1.6 CLOSEOUT SUBMITTALS

A. OM.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Deliver hollow-metal doors and frames palletized, packaged, or crated to provide protection during transit and Project-site storage. Do not use nonvented plastic.

1. Provide additional protection to prevent damage to factory-finished units.

B. Deliver welded frames with two removable spreader bars across bottom of frames, tack welded to jambs and mullions.

C. Store hollow-metal doors and frames vertically under cover at Project site with head up. Place on minimum 4-inch- (102-mm-) high wood blocking. Provide minimum 1/4-inch (6-mm) space between each stacked door to permit air circulation.

PART 2 - PRODUCTS

2.1 HOLLOW METAL DOORS AND FRAMES

A. Provide doors and frames from manufacturer’s that meet the following requirements.

2.2 INTERIOR STANDARD STEEL DOORS AND FRAMES

A. Construct hollow-metal doors and frames to comply with standards indicated for materials, fabrication, hardware locations, hardware reinforcement, tolerances, and clearances, and as specified.

B. Heavy-Duty Doors and Frames: ANSI/SDI A250.8, Level 2.

1. Doors:

a. Type: As indicated in the Door and Frame Schedule on Drawings.

b. Size: 3’-0”x7’-0” or as indicated in the drawings.

c. Thickness: 1-3/4 inches (44.5 mm).

d. Face: Uncoated steel sheet, minimum thickness of 0.042 inch (18 gauge).

e. Edge Construction: Model 2, Seamless.

f. Edge Bevel: Provide manufacturer's standard beveled or square edges.

5035-09 HOLLOW METAL DOORS AND FRAMES 081113 - 3

g. Core: Manufacturer's standard.

2. Frames:

a. Materials: Uncoated sheet, minimum thickness of 0.053 inch (16 gauge).

b. Sidelite and Transom Frames: Fabricated from same thickness material as adjacent door frame.

c. Construction: Full profile welded.

3. Exposed Finish: Prime.

2.3 FRAME ANCHORS

A. Jamb Anchors:

1. Type: Anchors of minimum size and type required by applicable door and frame standard, and suitable for performance level indicated.

2. Quantity: Minimum of three anchors per jamb, with one additional anchor for frames with no floor anchor. Provide one additional anchor for each 24 inches (610 mm) of frame height above 7 feet (2.1 m).

3. Postinstalled Expansion Anchor: Minimum 3/8-inch- (9.5-mm-) diameter bolts with expansion shields or inserts, with manufacturer's standard pipe spacer.

2.4 MATERIALS

A. Cold-Rolled Steel Sheet: ASTM A1008/A1008M, Commercial Steel (CS), Type B; suitable for exposed applications.

B. Hot-Rolled Steel Sheet: ASTM A1011/A1011M, Commercial Steel (CS), Type B; free of scale, pitting, or surface defects; pickled and oiled.

C. Inserts, Bolts, and Fasteners: Hot-dip galvanized in accordance with ASTM A153/A153M.

D. Power-Actuated Fasteners in Concrete: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant materials, with clips or other accessory devices for attaching hollow-metal frames of type indicated.

E. Mineral-Fiber Insulation: ASTM C665, Type I (blankets without membrane facing); consisting of fibers manufactured from slag or rock wool; with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively; passing ASTM E136 for combustion characteristics.

2.5 FABRICATION

A. Hollow-Metal Frames: Fabricate in one piece except where handling and shipping limitations require multiple sections. Where frames are fabricated in sections, provide alignment plates or angles at each joint, fabricated of metal of same or greater thickness as frames.

5035-09 HOLLOW METAL DOORS AND FRAMES 081113 - 4

1. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners unless otherwise indicated.

2. Door Silencers: Except on weather-stripped frames, drill stops to receive door silencers as follows. Keep holes clear during construction.

a. Single-Door Frames: Drill stop in strike jamb to receive three door silencers.

B. Hardware Preparation: Factory prepare hollow-metal doors and frames to receive templated mortised hardware, and electrical wiring; include cutouts, reinforcement, mortising, drilling, and tapping in accordance with ANSI/SDI A250.6, the Door Hardware Schedule on Drawings, and templates.

1. Reinforce doors and frames to receive nontemplated, mortised, and surface-mounted door hardware.

2. Comply with BHMA A156.115 for preparing hollow-metal doors and frames for hardware.

2.6 STEEL FINISHES

A. Prime Finish: Clean, pretreat, and apply manufacturer's standard primer.

1. Shop Primer: Manufacturer's standard, fast-curing, lead- and chromate-free primer complying with ANSI/SDI A250.10; recommended by primer manufacturer for substrate;

compatible with substrate and field-applied coatings despite prolonged exposure.

PART 3 - EXECUTION

3.1 PREPARATION

A. Remove welded-in shipping spreaders installed at factory. Restore exposed finish by grinding, filling, and dressing, as required to make repaired area smooth, flush, and invisible on exposed faces. Touch up factory-applied finishes where spreaders are removed.

B. Drill and tap doors and frames to receive nontemplated, mortised, and surface-mounted door hardware.

3.2 INSTALLATION

A. Install hollow-metal doors and frames plumb, rigid, properly aligned, and securely fastened in place. Comply with approved Shop Drawings and with manufacturer's written instructions.

B. Hollow-Metal Frames: Comply with ANSI/SDI A250.11.

1. Set frames accurately in position; plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces without damage to completed Work.

5035-09 HOLLOW METAL DOORS AND FRAMES 081113 - 5

2. Installation Tolerances: Adjust hollow-metal frames to the following tolerances:

a. Squareness: Plus or minus 1/16 inch (1.6 mm), measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head.

b. Alignment: Plus or minus 1/16 inch (1.6 mm), measured at jambs on a horizontal line parallel to plane of wall.

c. Twist: Plus or minus 1/16 inch (1.6 mm), measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall.

d. Plumbness: Plus or minus 1/16 inch (1.6 mm), measured at jambs at floor.

C. Hollow-Metal Doors: Fit and adjust hollow-metal doors accurately in frames, within clearances specified below.

1. Non-Fire-Rated Steel Doors: Comply with ANSI/SDI A250.8.

3.3 FIELD QUALITY CONTROL

A. Repair or remove and replace installations where inspections indicate that they do not comply with specified requirements.

B. Reinspect repaired or replaced installations to determine if replaced or repaired door assembly installations comply with specified requirements.

3.4 REPAIR

A. Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime coat and apply touchup of compatible air-drying, rust-inhibitive primer.

B. Touchup Painting: Cleaning and touchup painting of abraded areas of paint are specified in painting Sections.

END OF SECTION 081113

5035-09 ACCESS DOORS AND FRAMES 083113 - 1

SECTION 083113 - ACCESS DOORS AND FRAMES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Access doors and frames.

B. Related Requirements:

1. Section 083113.53 "Security Access Doors and Frames" for access doors and frames for security applications.

1.2 ALLOWANCES

A. Access doors and frames are part of an access door and frame allowance.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Samples: For each type of access door and frame and for each finish specified, complete assembly minimum 6 by 6 inches (150 by 150 mm) in size.

C. Product Schedule: For access doors and frames. Use same designations indicated on Drawings.

1.4 INFORMATIONAL SUBMITTALS

A. Qualification Data: For testing and inspecting agency.

1. Submit copy of DHI Fire and Egress Door Assembly Inspector (FDAI) certificate.

1.5 CLOSEOUT SUBMITTALS

A. Record Documents: For fire-rated doors, list of applicable room name and number in which access door is located.

1.6 QUALITY ASSURANCE

A. Fire-Rated Door Inspector Qualifications: Inspector for field quality control inspections of fire-rated door assemblies meets the qualifications set forth in NFPA 80, Section 5.2.3.1 and the following:

5035-09 ACCESS DOORS AND FRAMES 083113 - 2

1. Door and Hardware Institute Fire and Egress Door Assembly Inspector (FDAI) certification.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

2.2 ACCESS DOORS AND FRAMES

A. Flush Access Door with One-piece Trim Flange and concealed Hinge:

1. Acudor UF-5000 Universal Flush

2. Description: Face of door flush with frame, One piece trim flange and concealed hinge.

3. Optional Features: Cylinder lock and key, allen head cam latch, spanner head cam latch, torx head with security pin.

4. Locations: Chase wall.

5. Door Size: 16 x 16 inch (406 x 406 mm).

6. Stainless Steel Sheet for Door: Nominal 0.060 inch (1.52 mm), 16 gage, Type 304 -

No. 4 finish.

7. Frame Material: Same material, thickness, and finish as door.

8. Latch and Lock: Slotted Screwdriver Operated Cam Latch, Cylinder lock and key, Allen head cam latch, Spanner head cam latch, Torx head with security pin, as indicated on Drawings.

2.3 MATERIALS

A. Steel Plates, Shapes, and Bars: ASTM A36/A36M.

B. Steel Sheet: Uncoated or electrolytic zinc coated, ASTM A879/A879M, with cold-rolled steel sheet substrate complying with ASTM A1008/A1008M, Commercial Steel (CS), exposed.

C. Stainless Steel Plate, Sheet, and Strip: ASTM A240/A240M or ASTM A666, Type 304.

Remove tool and die marks and stretch lines, or blend into finish.

D. Stainless Steel Flat Bars: ASTM A666, [Type 304]. Remove tool and die marks and stretch lines, or blend into finish.

E. Aluminum Extrusions: ASTM B221 (ASTM B221M), Alloy 6063.

F. Frame Anchors: Same material as door face.

G. Inserts, Bolts, and Anchor Fasteners: Hot-dip galvanized steel according to ASTM A153/A153M or ASTM F2329.

5035-09 ACCESS DOORS AND FRAMES 083113 - 3

2.4 FABRICATION

A. General: Provide access door and frame assemblies manufactured as integral units ready for installation.

B. Metal Surfaces: For metal surfaces exposed to view in the completed Work, provide materials with smooth, flat surfaces without blemishes. Do not use materials with exposed pitting, seam marks, roller marks, rolled trade names, or roughness.

C. Doors and Frames: Grind exposed welds smooth and flush with adjacent surfaces. Furnish mounting holes, attachment devices and fasteners of type required to secure access doors to types of supports indicated.

D. Latch and Lock Hardware:

1. Quantity: Furnish number of latches and locks required to hold doors tightly closed.

2. Keys: Furnish two keys per lock and key all locks alike.

2.5 FINISHES

A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes.

B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping.

C. Appearance of Finished Work: Noticeable variations in same piece are not acceptable.

Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.

D. Stainless Steel Finishes:

1. Surface Preparation: Remove tool and die marks and stretch lines, or blend into finish.

2. Polished Finish: ASTM A480/A480M No. 4 finish. Grind and polish surfaces to produce uniform finish, free of cross scratches.

a. Run grain of directional finishes with long dimension of each piece.

b. When polishing is completed, passivate and rinse surfaces. Remove embedded foreign matter and leave surfaces chemically clean.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

5035-09 ACCESS DOORS AND FRAMES 083113 - 4

3.2 INSTALLATION

A. Comply with manufacturer's written instructions for installing access doors and frames.

3.3 FIELD QUALITY CONTROL

Retaining second option in "Inspection Agency" Paragraph below is typical. If retaining second option in "Inspection Agency" Paragraph, retain "Field quality-control reports" Paragraph in "Informational Submittals."

A. Inspection Agency: Engage a qualified inspector to perform inspections and to furnish reports to Architect.

B. Inspections:

1. Fire-Rated Door Inspections: Inspect each fire-rated access door in accordance with NFPA 80, Section 5.2.

C. Repair or remove and replace installations where inspections indicate that they do not comply with specified requirements.

D. Reinspect repaired or replaced installations to determine if replaced or repaired door assembly installations comply with specified requirements.

E. Prepare and submit separate inspection report for each fire-rated access door indicating compliance with each item listed in NFPA 80 and NFPA 101.

3.4 ADJUSTING

A. Adjust doors and hardware, after installation, for proper operation.

END OF SECTION 083113

5035-09 DOOR HARDWARE 087100-1

SECTION 087100 - DOOR HARDWARE

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes:

1. Mechanical and electrified door hardware

2. Electronic access control system components

3. Field verification, preparation and modification of existing doors and frames to receive new door hardware.

B. Section excludes:

1. Windows

2. Cabinets (casework), including locks in cabinets

3. Signage

4. Toilet accessories

5. Overhead doors

C. Related Sections:

1. Division 01 "General Requirements" sections for Allowances, Alternates, Owner Furnished Contractor Installed, Project Management and Coordination.

2. Division 06 Section ''Rough Carpentry''

3. Division 06 Section ''Finish Carpentry''

4. Division 07 Section ''Joint Sealants'' for sealant requirements applicable to threshold installation specified in this section.

5. Division 08 Sections:

a. ''Metal Doors and Frames''

b. ''Flush Wood Doors''

6. Division 09 sections for touchup, finishing or refinishing of existing openings modified by this section.

7. Division 26 ''Electrical'' sections for connections to electrical power system and for low-voltage wiring.

8. Division 28 ''Electronic Safety and Security'' sections for coordination with other components of electronic access control system and fire alarm system.

1.2 REFERENCES

A. UL LLC

1. UL 10B - Fire Test of Door Assemblies

2. UL 10C - Positive Pressure Test of Fire Door Assemblies

3. UL 1784 - Air Leakage Tests of Door Assemblies

5035-09 DOOR HARDWARE 087100-2

4. UL 305 - Panic Hardware

B. DHI - Door and Hardware Institute

1. Sequence and Format for the Hardware Schedule

2. Recommended Locations for Builders Hardware

3. Keying Systems and Nomenclature

4. Installation Guide for Doors and Hardware

C. NFPA – National Fire Protection Association

1. NFPA 70 – National Electric Code

2. NFPA 80 – 2016 Edition – Standard for Fire Doors and Other Opening Protectives

3. NFPA 101 – Life Safety Code

4. NFPA 105 – Smoke and Draft Control Door Assemblies

5. NFPA 252 – Fire Tests of Door Assemblies

D. ANSI - American National Standards Institute

1. ANSI A117.1 – 2017 Edition – Accessible and Usable Buildings and Facilities

2. ANSI/BHMA…