260409RJS_SEAT_REPLACEMENT_BID_SET__Project_Manual.pdf

Raymond James Stadium

SEAT REPLACEMENT PROJECT

BID SET - TAMPA, FL - 03/06/2026

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©Populous 2025 RAYMOND JAMES STADIUM SEAT REPLACEMENT

POPULOUS 25.006259.000 CONSTRUCTION DOCUMENTS March 06, 2026

ARCHITECTURAL CERTIFICATION

POPULOUS 00 01 05.01 - 1

SECTION 00 01 05.01 - ARCHITECTURAL CERTIFICATION

1.1 CERTIFICATION

A. I hereby certify that these Specifications have been prepared by me, or under my supervision. I further certify that to the best of my knowledge these Specifications are as required by and in compliance with Building Codes of the State of FLORIDA.

I hereby specify that the documents intended to be authenticated by my seal are limited to:

00 01 10 01 10 00 01 23 00

02 41 19 12 63 23

12 66 00

1.2 PROFESSIONAL SEAL

Signature: __________________________ Date: ____March 06, 2026__

TABLE OF CONTENTS

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SECTION 00 01 10 - TABLE OF CONTENTS

SECTION NO. TITLE ISSUE DATE

DIVISION 00 — PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 05.01 ARCHITECTURAL CERTIFICATION 03/06/26

00 01 10 TABLE OF CONTENTS 03/06/26

DIVISION 01 — GENERAL REQUIREMENTS

01 10 00 SUMMARY 03/06/26

01 23 00 ALTERNATES 03/06/26

DIVISION 02 — EXISTING CONDITIONS

02 41 19 SELECTIVE DEMOLITION 03/06/26

DIVISION 12 — FURNISHINGS

12 63 23 STADIUM SEATS 03/06/26

12 66 00 TELESCOPING STANDS 03/06/26

END OF SECTION

SUMMARY

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SECTION 01 10 00 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Access to site.

4. Coordination with occupants.

5. Work restrictions.

6. Specification and drawing conventions.

B. Related Requirements:

1. Section 01 50 00 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

1.2 PROJECT INFORMATION

A. Project Identification: Raymond James Stadium Seat Replacement

1. Project Location: 4201 North Dale Mabry Highway

B. Owner:

1. Owner's Representative: David Moss, Vice President of Stadium Operations, Tampa

Sports Authority.

C. Architect: POPULOUS.

1. Architect's Representative: Brady.Spencer@populous.com

D. Project Web Site: A project Web site administered by Contractor will be used for purposes of managing communication and documents during the construction stage.

1. Architect will utilize Newforma Project Center Current Edition for purposes of managing communication and documents.

2. See Section 01 31 00 "Project Management and Coordination." for requirements for administering and using the Project Web site.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and consists of the following:

1. This project involves the removal of existing and re-installation of new fixed seating in the lower bowl, club level, and upper seating bowl of Raymond James Stadium. Also, included is the removal of the south endzone retractable seating system and installation of a new telescopic seating system.

B. Type of Contract:

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

1.4 ACCESS TO SITE

A. General: Contractor shall have full use of Project site for construction operations during construction period. Contractor's use of Project site is limited only by Owner's right to perform work or to retain other contractors on portions of Project.

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.

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1.5 COORDINATION WITH OCCUPANTS

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

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

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

1.6 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations.

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

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 providing temporary utility services according to requirements indicated:

1. Notify Owner not less than two days in advance of proposed utility interruptions.

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

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

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

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

D. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor-air intakes.

E. Controlled Substances: Use of tobacco products and other controlled substances on Project site is not permitted.

F. Employee Identification: Owner will provide identification tags for Contractor personnel working on Project site. Require personnel to use identification tags at all times.

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

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

1.7 SPECIFICATION AND DRAWING CONVENTIONS

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

These conventions are as follows:

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

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

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

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

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

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

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

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

ALTERNATES

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SECTION 01 23 00 - ALTERNATES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for alternates.

1.2 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from 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 or credit for each alternate is the net addition to or deduction from the Contract

Sum to incorporate alternates into the Work. No other adjustments are made to the Contract Sum.

1.3 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. Notification: Immediately following award of the Contract, notify each party involved, in writing, of the status of each alternate. Indicate if alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated revisions to alternates.

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

D. Schedule: A schedule of alternates is included at the end of this Section. Refer to Drawings and Specification Sections for details of each alternate.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 SCHEDULE OF ALTERNATES

A. Alternate No. 1: Provide deductive alternate for custom paint on logos cast into end stanchions and provide factory finish paint to match rest of stanchion.

B. Alternate No. 2: Provide deductive alternate for manufacturer’s standard logo plate on end stanchions in lieu of cast logos.

C. Alternate No. 3: Provide deductive alternate to provide folding chairs for both companion seats and wheelchair seats at all locations identified on drawings. The number of folding chairs provided should match the specified number of seats shown on the drawings.

D. Alternate No. 4: Provide an add alternate to provide an individual QR code on each seat located on the cup holder.

ALTERNATES

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E. Alternate No. 5: Provide an add alternate to provide aisle lighting in the end standards of seating in all areas of the seating bowl. Power supply and connections will be provided later by owner.

F. Alternate No. 6: Provide a deductive alternate to provide rigid removable platforms with seating installed on them in lieu of specified telescoping stands.

SELECTIVE DEMOLITION

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SECTION 02 41 19 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

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

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

B. Related Requirements:

1. Section 01 10 00 "Summary" for restrictions on use of the premises, Owner-occupancy requirements, and phasing requirements.

1.2 DEFINITIONS

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

B. Remove and Salvage: Detach items from existing construction, in a manner to prevent damage, and deliver to Owner ready for reuse and store. Include fasteners or brackets needed for reattachment elsewhere.

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: Leave existing items that are not to be removed and that are not otherwise indicated to be salvaged or reinstalled.

E. Dismantle: To remove by disassembling or detaching an item from a surface, using gentle methods and equipment to prevent damage to the item and surfaces; disposing of items unless indicated to be salvaged or reinstalled.

1.3 MATERIALS OWNERSHIP

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

1.4 PRE-DEMOLITION MEETINGS

A. Predemolition Conference: Conduct conference at Project site.

1. Inspect and discuss condition of construction to be selectively demolished or removed.

2. Review structural load limitations of existing structure.

3. Review and finalize selective demolition schedule and verify availability of materials, 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 items to be salvaged.

1.5 INFORMATIONAL SUBMITTALS

A. Qualification Data: For refrigerant recovery technician.

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

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

1. Adjacent Buildings: Detail special measures proposed to protect adjacent buildings to remain including means of egress from those buildings.

D. 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. 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.

E. Predemolition Photographs or Video: Show existing conditions of adjoining construction, including finish surfaces,might be misconstrued as damage caused by salvage and demolition operations.

F. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician responsible for recovering refrigerant, stating that all refrigerant that was present was recovered and that recovery was performed according to EPA regulations. Include name and address of technician and date refrigerant was recovered.

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

1.6 CLOSEOUT SUBMITTALS

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

1.7 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. Provide not less than 72 hours notice to Owner of activities that will affect Owner’s operations and not less than 21 days for activities may affect Owner’s scheduled events.

B. Owner assumes no responsibility for condition of areas to be selectively demolished.

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

2. Before selective demolition, Owner will remove items noted on AD sheets.

C. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities.

1. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from authorities having jurisdiction.

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

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

F. 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.

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

H. 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.

1.8 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 contractors so as not to void existing warranties. Notify warrantor before proceeding.

B. Notify warrantor on completion of selective demolition, and obtain documentation verifying that existing system has been inspected and warranty remains in effect. Submit documentation at Project closeout.

1.9 COORDINATION

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

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.

2.2 REPAIR MATERIALS

A. Use repair materials identical to existing materials.

1. If identical materials are unavailable or cannot be used for exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible.

2. Use materials whose installed performance equals or surpasses that of existing materials.

B. Comply with material and installation requirements specified in individual Specification Sections.

PART 3 - EXECUTION

3.1 EXAMINATION

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

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

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C. Survey of Existing Conditions: Record existing conditions by use of measured drawings, preconstruction photographs or video and templates.

1. Inventory and record the condition of items to be removed and salvaged. Provide photographs or video of conditions that might be misconstrued as damaged caused by salvage operations.

2. Before selective demolition or removal of existing building elements that will be reproduced or duplicated in final Work, make permanent record of measurements, materials, and construction details required to make exact reproduction.

3.2 PREPARATION

A. Verify items designated to remain is tagged or identified.

B. Drain, purge, or otherwise remove, collect, and dispose of chemicals, gases, explosives, acids, flammables, or other dangerous materials before proceeding with selective demolition operations.

3.3 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 electrical systems serving areas to be selectively demolished.

3.4 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.

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.

5. Comply with requirements for temporary enclosures, dust control, heating, and cooling specified in Section 01 50 00 "Temporary Facilities and Controls."

B. Protect bench marks, survey control points, and existing structures from damage or displacement.

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

3.5 SELECTIVE DEMOLITION, GENERAL

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. 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.

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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 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.

5. Maintain fire watch during and for at least eight hours after flame-cutting operations.

6. Maintain adequate ventilation when using cutting torches.

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

8. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation.

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

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

3.6 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS

A. Break down demolition waste according to waste management plan or as noted below:

B. Concrete: Demolish in small sections. Using power-driven saw, cut concrete to a depth of at least 3/4 inch at junctures with construction to remain. Dislodge concrete from reinforcement at perimeter of areas being demolished, cut reinforcement, and then remove remainder of concrete. Neatly trim openings to dimensions indicated.

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

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.

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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.

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 operations began.

POPULOUS 25.006259.000 CONSTRUCTION DOCUMENTS April 09, 2026

STADIUM SEATS

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SECTION 12 63 23 - STADIUM SEATS

PART 1 - GENERAL

1.1 SUMMARY

A. This section includes the following:

1. Stadium chairs of the following styles:

a. Chair Type 1 (19” Minimum Seat Width):

1) Camatic Quantum 850 beam mount plastic seat and back with armrest mounted cupholders at front row. Cupholders mounted on chair backs in all other locations.

2) Irwin Solara beam mount plastic seat and back with armrest mounted cupholders at front row. Cupholders mounted on chair backs in all other locations.

3) Location: All seating bowl sections other than sections identified with Chair Type 2 below.

b. Chair Type 2 (21” Minimum Seat Width)

1) Camatic Quantum 850 beam mount with padded and upholstered plastic seat and back with marine grade vinyl, armrest mounted cupholder at front row. Cupholders mounted on chair backs in all other locations.

2) Irwin Solara beam mount with padded and upholstered plastic seat and back with marine grade vinyl, armrest mounted cupholder at front row.

Cupholders mounted on chair backs in all other locations.

3) Location: Seating bowl sections 205-216 and 230-241.

1.2 PERFORMANCE REQUIREMENTS

A. General: The completed stadium chair installation shall provide the following minimum performance requirements:

1. Plastic components: Exterior grade plastics with UV inhibitors to prevent chalking, crazing, and color change.

2. Paint systems: Suitable for outdoor exposure.

3. Mechanical fastening devices: Non-corrosive materials.

4. Seat hinge assemblies: Non-corrosive materials.

5. Fasteners: Threaded except for mounting numberplates. Threaded fastener engagement shall be into threaded metal.

6. Seat hinge assembly shall raise, without assistance, the seat pan to within one inch plus or minus of the end of the armrest.

7. Easy Access Chair: Provide end standard with hinged armrest to allow access to the chair from the side.

a. Height of armrest: Match fixed stadium chairs.

b. Quantity: Equal to five percent of aisle seats.

8. Wheelchair Companion and Infill Chairs: Provide stadium chairs mounted to a painted steel assembly with casters. Stadium chair design shall match the adjacent fixed stadium chairs. The tubular steel beam assembly shall anchor to threaded inserts in the concrete treads or metal platforms.

a. Number of Chairs Per Assembly: Provide assemblies for mounting one chair and assemblies for mounting two chairs.

9. Seating envelope: Comply with clear aisle access way width requirements of NFPA 101, Life Safety Code, Chapter entitled, “New Assembly Occupancies.”

a. Provide a 10-1/2 inch folded position chair depth where indicated on the Drawings.

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10. At expansion joints that fall within a row of stadium chairs, accommodate for the movement of the expansion joint without any detrimental effects on the performance of the stadium chair.

11. Field verify existing seating and fill each and in each seating section with the same number of seats as currently installed.

1.3 SUBMITTALS

A. Required With The Bid

1. Base bids on chair quantities included in the Chair Summary included on the Drawings.

2. Provide Unit Prices for each chair type and size, complete with all accessories, including removable stretcher mounted chairs.

a. Unit Prices will be used to adjust the Contract Sum for adjustments to the quantities indicated in the Chair Summary.

b. Future Orders: Provide the order lead time and unit prices (with a yearly escalation factor) for a period of five (5) years, for any component purchased to replace the extra stock after Substantial Completion of the Project.

3. Pricing for Listed Alternates: Provide separate pricing for each of the listed alternates.

4. Provide copies of the manufacturer’s written warranty.

5. Provide full sized sample of each stadium chair required.

6. Product Literature for each type of chair proposed, including standard specifications for exterior treatments for cast iron, cast aluminum, steel, and plastic.

7. Anchor bolt information.

B. Required After Award Of Contract

1. Product Data: Submit technical data, performance test data certified by an independent testing laboratory and product information describing durability and maintenance requirements as applicable for the following items:

a. Anchor bolts

b. Chair assembly.

c. Plastic materials and additives.

d. Coating materials, and application procedures.

e. Armrests and cup holders

2. Shop Drawings: Provide the following drawings

a. Complete seating bowl with tread and riser mounting details and aisle locations

1) Show joints between precast treads and risers and attachments.

2) Show locations of wheelchair companion seating.

3) Show easy access chairs.

b. End standard design with logo.

c. Hinged armrest for Easy-Access chair end standards.

d. Low riser height mounting bracket, if required.

e. Seat and back design.

f. Seat assembly.

g. Seat and row identification graphics.

h. Seat attachment at unique conditions such as angled corners and where chairs span across a control or expansion joint.

i. Details of wheelchair companion chair assembly and mounting details.

1) Include layout of mounting threaded inserts in concrete or metal treads.

3. Seating Chart: Submit a seating chart that shows the total quantity of seats, seat widths, aisle widths, and mounting conditions. Each chair shall be represented by a rectangle.

Following approval of the seating chart, the Owner will furnish the numbering systems for section, seat, and row identification.

4. Seating Manifest: Owner will use seating manifest to determine allocation of chairs for marketing and distribution of tickets. Provide Seating Manifest to Owner as follows.

a. Prepare seating manifest based on verified field measurements of seating bowl, aisle locations, and aisle widths.

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1) Each seat shall be represented by a rectangle and shall include Owner supplied numbering systems.

2) Indicate each easy access chair and companion chairs.

3) Submit within 30 days of completion of seating bowl construction, except where sections of seating bowl are withheld as construction access. In the event of hold out seating bowl, submit manifest within 30 days after completion of all other seating bowl construction.

4) Indicate total quantity of seats, seat widths, aisle widths, and mounting conditions.

5) View and scale of chart shall be coordinated with the Architect.

5. Samples: Submit custom color samples to match the Architect’s color sample for the selection of colors for plastic components and ferrous or non-ferrous metal components.

6. Submit one assembled stadium chair in selected color, one chair on a tubular steel assembly, and one Easy Access Chair.

a. Approved chair samples may be used as part of the work.

7. Maintenance instructions and inspection guidelines furnished for each chair model specified.

1.4 QUALITY ASSURANCE

A. Life Safety: The seating layout and installation shall comply with the requirements of the NFPA 101 Life Safety Code.

B. Seat Widths: A minimum seat width of 19 inches at general seating sections and 21 inches at club seating sections shall be used for spacing, unless a wider minimum is indicated on the Contract Documents.

1. Seat widths shall be adjusted within a row so that the end standards are in general alignment with one row to another, whether aisles are of constant or configuring widths.

2. Quantity of Seats: The manufacturer shall match existing number of seats in the stadium.

a. Changes to the base bid quantity shall be made by Change Order based on the unit prices provided with the Bid.

C. "Easy Access Chair" seating, evenly distributed throughout the seating bowl, shall be understood to mean stadium chair with an armrest design that complies with applicable requirements of the American with Disabilities Act and the Performance Requirements of this Section. Provide each chair with universal symbol of access.

D. Testing: Determine resistance of seat to deformation when loaded in accordance with the requirements of ANSI-BIFMA Seat Impact Test, modified to analyze front and back of seat.

E. Materials (Flammability) shall satisfy applicable test, codes, standards, or requirements as follows:

1. Polyethylene shall meet the Federal Motor Vehicle Standard No. 302 which specifies a burning rate of less than 4 inches per minute.

2. Upholstery materials shall meet requirements set forth in the State of California Bureau of

Home Furnishings Technical Bulletin No. 117.

3. Fire-Performance Characteristics of Seat Padding: Provide chairs that comply with test method included in California Technical Bulletin 117.

4. Cushioning and padding shall be self extinguishing as defined in the requirements as set forth in the State of California Bureau of Home Furnishings Technical Bulletin No. 117.

5. Full Scale Fire Performance Characteristics of Finished Chair: If required by State

Statute, provide chair that complies with State of California Technical Bulletin No. 133.

F. Pre-Installation Conference: Prior to commencing the chair installation meet at the project site to review the installation.

G. Single Source Responsibility: Stadium chairs shall be provided by a single manufacturer.

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1.5 WARRANTY

A. General: The warranty shall be in addition to and not a limitation of other rights the Owner may have against the Contractor, Installer, or Manufacturer, under the Contract Documents.

B. Warranty: Provide warranty signed by an officer of the chair manufacturer that provides for repair, replacement, or both, of stadium chairs and components found to be defective in appearance or unusable due to defects in performance. Warranty shall provide for materials and labor.

1. General Warranty Period: 12 months after the Date of Substantial Completion.

2. Special Warranties: Provide the following special warranties:

a. Structural Chair Components: 10-year period against failure of the base material.

b. Operating Hinge mechanisms: Five (5) year period against failure of the hinge to provide for automatic rising.

c. Painted components: Ten (10) year period against color change, beyond normal use. Deterioration of metals due to corrosion resulting from physical damage to the paint finish, after acceptance by Owner, is not covered by the warranty.

d. Plastic Components: Five (5) year period against cracking, crazing, or other failure of backs and seats, and color change.

e. Upholstery: Two (2) year period against breakdown of fabric and padding, beyond normal use.

C. Color Change Criteria: Failure of factory-applied or integral finishes will be measured in accordance with the following:

1. Finish: Deterioration includes, but is not limited to, the following:

a. Color fading more than 5 units E (Hunter) when tested according to D 2244.

b. Loss of gloss at a minimum of 50 percent of the original as measured in accordance with ASTM D 523 using 60 degree readings;

c. Chalking in excess of a No. 8 rating for colors and No. 6 ratings for whites as illustrated in the ASTM D 4214, Test Method A.

d. Cracking, checking, peeling, or failure of paint to adhere to bare metal.

2. Refinish or replace materials that show evidence of deterioration of factory-applied or integral finishes within specified warranty period.

1.6 SCHEDULING

A. Provide detailed schedule in Critical Path Method (CPM) for fabrication and installation of chairs. Include decision dates for input to manufacturer on logo design, seat and row identification numbers, and completion of supporting construction.

1.7 DELIVERY STORAGE AND HANDLING

A. Deliver chair components in manufacturer’s unopened cartons clearly labeled with manufacturer's name and contents of cartons.

B. Packaging and shipping methods prevent painted chair standards from coming in contact with each other as well as other painted metal components by utilizing protective covering over each component. Maintain the protective covering on each metal component until after metal component is installed. Coating failures resulting from improper packaging, shipping, and handling during installation shall be repaired or replaced prior to installing plastic components.

C. Protect chair units from physical damage and abuse by other trades. Replace damaged units.

1.8 PROJECT CONDITIONS

A. Environmental Limitations: Do not install interior suite or club chairs until spaces are enclosed and weathertight; wet work in space is complete and dry; finishes, including painting, are

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complete; and work above ceilings is complete. Do not install chairs until ambient temperature and humidity conditions are continuously maintained at the levels anticipated for final occupancy.

B. Field Measurements: Verify chair layout by field measurements before chair fabrication and indicate measurements on Seating Manifest. Coordinate fabrication schedule with construction progress to avoid delaying the Work.

1.9 MAINTENANCE

A. Maintenance Manuals: Provide maintenance manuals that describe procedures for the cleaning and service of the stadium chairs. Include replacement part numbers and procedures for replacement.

B. Extra Stock: Provide the following chair components that are manufactured from the same lot as the installed components. Prorate quantities among chair sizes, types and colors furnished.

1. Seats: 2 percent

2. Backs: 2 percent

3. Center Standards: 2 percent

4. End Standards: 2 percent

5. Cup Holders: 2 percent

6. Hinge Components: 2 percent

7. Fasteners and mounting hardware: 10 percent

8. Easy access armrest: 2 percent

9. Row Identification Plates: 5 of each

10. Seat Identification Plates: 5 of each

11. Fabric: 30 percent

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Life Safety: The seating layout and installation shall comply with the requirements of the NFPA 101 Life Safety Code.

B. Fire-Test-Response Characteristics of Upholstered Chairs:

1. Fabric and Padding:

a. Fabric: Class 1 in accordance with DOC CS 191 or 16 CFR 1610, tested in accordance with California Technical Bulletin 117-2000.

b. Padding: Comply with California Technical Bulletin 117-2000.

2. Upholstery Assembly: Assembly to comply with component-testing requirements of

California Technical Bulletin 117-2013.

3. Full-Scale Fire Test: Comply with California Technical Bulletin 133.

4. Fire-Performance Characteristics of Seat Padding: Provide chairs that comply with test method included in California Technical Bulletin 117.

5. Cushioning and padding shall be self-extinguishing as defined in the requirements as set forth in the State of California Bureau of Home Furnishings Technical Bulletin No. 117.

6. Full Scale Fire Performance Characteristics of Finished Chair: If required by State

Statute, provide chair that complies with State of California Technical Bulletin No. 133.

C. Strength and Durability Performance: Chairs and components to pass testing in accordance with BIFMA X5.4.

D. General: The completed stadium chair installation shall provide the following minimum performance requirements:

1. Plastic components: Exterior grade plastics with UV inhibitors to prevent chalking, crazing, and color change.

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2. Paint systems: Suitable for outdoor exposure.

3. Mechanical fastening devices: Non-corrosive materials.

4. Seat hinge assemblies: Non-corrosive materials.

5. Fasteners: Threaded except for mounting number plates. Threaded fastener engagement shall be into threaded metal.

6. Seat hinge assembly shall raise, without assistance, the seat pan to within one inch plus or minus of the end of the armrest.

7. Designated Aisle Seat: Provide end standard with hinged armrest to allow access to the chair from the side.

a. Height of armrest: Match fixed stadium chairs.

8. Seating envelope: Comply with clear aisle access way width requirements of NFPA 101, Life Safety Code, Chapter entitled, “New Assembly Occupancies.”

9. At expansion joints that fall within a row of stadium chairs, accommodate for the movement of the expansion joint without any detrimental effects on the performance of the stadium chair.

10. Install as many chairs as possible to fill each row in each seating section, but no less than indicated on the Architectural Drawings.

E. Seat Widths: Minimum seat width for spacing:

1. Seat widths shall be adjusted within a row so that the end standards are in general alignment with one row to another, whether aisles are of constant or configuring widths.

Provide minimum seat chair width for each chair type as indicted in “Seating Summary” below.

2. Quantity of Seats: The manufacturer shall maximize the quantity of the seating based on row lengths, row configuration and minimum seat widths shown in the Contract Documents.

a. Changes to the base bid quantity shall be made by Change Order based on the unit prices provided with the Bid.

F. Designated Aisle Seats: provide five percent of the total number of aisle seats as closest to accessible routes. Designated aisle seats shall have an armrest design that complies with applicable requirements of the American with Disabilities Act, State Building Code, and the Performance Requirements of this Section. Provide each chair with universal symbol of access.

2.2 MANUFACTURERS

A. Basis-of-Design Product: Subject to compliance with requirements, provide chair types as identified under Part 1.1A or chair types of equal quality subject to review and approval by the Architect by one of the following manufacturers:

1. Bluecube.

2. Camatic Seating; a Hussey Seating Company.

3. DreamSeat.

4. Irwin Seating.

5. Series Seating.

2.3 MATERIALS

A. Anchor Bolts: The Chair Manufacturer shall provide stainless steel expansion or chemical anchor bolts for mounting riser and tread mounted chairs. The Chair Manufacturer shall provide all necessary materials for a complete seating installation.

B. Plastic Components: Plastic seat and back components shall be double-wall construction, high density polyethylene plastic formulated with ultra-violet inhibitors to minimize chalking and fading of the finish colors. Surface finish shall be manufacturer’s standard textured finish.

C. Steel Shapes, Plates, and Sheet Metal: ASTM A 36/A 36M and galvanized in accordance with ASTM A 123/A 123M; coated as specified for chair standards.

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D. Extruded and cast aluminum alloys shall meet specifications outlined by the Aluminum Association.

E. Beam-mount Assembly: Chair units and specified accessories shall be mounted to a 2-3/8” x 1- 3/4” extruded, anodized aluminum horizontal I-shaped beam. Horizontal beam is supported by 7 gauge steel stanchions spaced at 2 to 2-1/2 chair widths. Stanchions shall be floor or riser attached as detailed on seating layout drawings. Horizontal beams are attached to stanchions by means of cast iron clamps and zinc, nickel plated hardware. All weldments shall be robotic welded.

F. Stanchions: Provide manufacturer’s standard riser mounted stanchion unless floor mounting is required.

1. Provide manufacturer’s standard steel stanchion design.

a. At each end stanchion, provide a cast custom logo from artwork provided by the Owner. Paint the logos to match the logos on the existing stadium chairs.

2. If required, provide coated galvanized steel transfer plate to accommodate concrete substrate anchorage.

G. Chair Assembly: The back and seat shall be delivered assembled and ready for attachment to the horizontal beam.

1. Back components shall be one-piece, injection-molded polymer with an ergonomic compound curve. Plastic must be high impact-resistant linear polypropylene with a textured finish. The back assembly shall be certified through routine testing to withstand a 250 lb. static load test applied approximately 16” above the seat assembly and a 50,000 cycle 40 lb. swing impact test.

2. Seat components shall be one-piece, injection-molded, high impact-resistant linear polypropylene, with a textured surface. The tops of the seats shall be formed to provide even, comfortable support for the seated individual by properly contouring to the shape of the human form.

3. Chair Frame:

a. A black, glass-filled, nylon structure shall be used to connect the seat and back components into a single assembly. The frame shall be formed to create integral armrests. The frame shall extend below the seat component to form a two-piece clamp used to secure the assembly to the horizontal beam. The clamp assembly is held together using stainless steel hardware.

b. The chair frame acts as a housing for the seat-lift mechanism, which is completely shrouded within the frame and seat component. Seats shall lift automatically to a uniform 3/4 safety-fold position when unoccupied. Seat-lift shall be accomplished with one (1) lubricated torsion spring. The seat-lift mechanism shall be certified through routine testing to exceed 100,000 cycles during ASTM Designation F851- 87 Test Method for Self-Rising Seat Mechanism. In addition, the seat shall withstand a 600 lb. static load test applied approximately 3” from the front edge of the seat assembly and a 50,000 cycle, 125 lb. vertical drop impact test.

H. Seat and Row Identification: Aluminum plates with identification graphics in color, font, and design as selected by Architect.

1. Seat Identification: Securely affix to recess in center of seat pan.

2. Row Identification: Securely affix to the end standard of each row, including “Easy

Access Chair” end.

3. Identification mounting: Mounting above the cast logo.

I. Cup Holders: Manufacturers of cup holders include Caddy Products and Cy Young Industries.

1. Prepare seats for the future installation of cup holders to the backs of stadium chairs.

2. Mount cup holders to rails or walls in the front row and in front of wheelchair seating areas, or as indicated on Drawings.

a. Provide one rail mounted cup holder for each companion seat and one for each wheelchair space.

3. Color of cup holder shall match the color of the standards.

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4. Advertising for cup holders will be provided by the Owner. The cup holder manufacturer shall apply advertising on the cup holder in the factory prior to shipping the cup holders to the chair manufacturer.

2.4 FINISHES

A. Plastic Component Color: Colors as selected by Architect from Manufacturer’s Standard or Custom Colors.

1. High impact polypropylene with UV stabilizers.

2. At Architect discretion, some plastic components may be chosen from manufacturer’s standard offering.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates and conditions with Installer and Chair manufacturer present for compliance with requirements for construction tolerances and resultant impact on anchors, fasteners, and alignment. Do not proceed with installation until unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. General: Install stadium chairs in locations indicated and fasten securely to substrates according to manufacturer's recommendations and approved submittals.

1. Use installation methods and fasteners that produce fixed audience seating assemblies with individual chairs capable of supporting an evenly distributed 600-lb static load without failure or other conditions that might impair the chair's usefulness.

B. Install seating with chair ends aligned from first to last row and with backs and seats varied in width to optimize sightlines.

C. Install riser-mounted attachments to maintain uniform chair heights above floor and to ensure level alignment of chair backs.

1. Anchors: Riser mounted standards shall be attached to the substrates with the appropriate anchors. Ends of anchors shall not protrude from the face of nut any more than 3/8 inch. Trim anchors as necessary and provide a finished end with no burrs or sharp edges.

D. Install seating so moving components operate smoothly and quietly.

E. Fasteners: Seats and backs shall be connected to hinge mechanisms and chair standards using screws of sufficient length for attachment, but not protruding from face of nut any more than 1/8 inch. Provide a finished end with no burrs or sharp edges.

F. Adapter Plates: Design adapter plates to support chairs over expansion joints to allow for no deflection. Anchor adapter plates to risers to span expansion joints with no vertical deflection.

3.3 ADJUSTMENT AND CLEANING

A. Adjust self-rising seat mechanisms to align seats in each row when in upright position.

B. Verify that All components and devices are operating properly

C. Before final inspection, thoroughly clean stadium chairs using the manufacturer's recommended procedure.

D. Repair minor abrasions and imperfections in finishes with coating that matches factory-applied finish.

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3.4 FIELD QUALITY CONTROL

A. Manufacturer or its assigned agent shall provide supervision of the Work and perform field inspection prior to request for final punchlist.

1. Correct identified defects or irregularities.

3.5 SEAT COLOR CHART

A. See Drawings for location of seat types and colors of each seat type required.

B. Submit for approval manufacturer’s closest standard color match to the following team color chart.

C. If manufacturer’s standard color match is not approved, provide custom colors at no increase in cost per the following team color chart.

D. Team color chart for seats:

COLOR PANTONE PMS NUMBER

A – Red (Seat Type 1) PMS 187 C

B – Pewter (Seat Type 2) PMS BLACK 7C

TELESCOPING STANDS

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SECTION 12 66 00 - TELESCOPING STANDS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Electrically operated telescoping stands.

1.2 DEFINITIONS

A. Forward Folding: Wall- or floor-attached bleachers that open in the forward direction by moving the front row away from the stack to the fully extended position.

B. Reverse Folding: Floor-attached bleachers that open in the backward direction by…