2500 South State Street

Salt Lake City, Utah 84115

July 6, 2026

Technical Specifications for

West Lake Junior High School

Gymnasium Bleachers Replacement

West Lake Junior High School 3400 South 3450 West

West Valley City, Utah 84119

TABLE OF CONTENTS

SECTION SECTION

NUMBER TITLE

TABLE OF CONTENTS TOC-1

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

NOT USED

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 25 00 Substitution Procedures 01 31 00 Project Management and Coordination 01 33 00 Submittal Procedures 01 35 16 Alteration Project Procedures 01 40 00 Quality Requirements 01 50 00 Temporary Facilities and Controls 01 60 00 Product Requirements 01 73 29 Cutting and Patching 01 77 00 Closeout Procedures

DIVISION 02 - EXISTING CONDITIONS

02 41 20 Selective Building Demolition

DIVISION 03 – 11

NOT USED

DIVISION 12 - FURNISHINGS

12 66 00 Telescoping Stands – Forward Folding

DIVISION 13 - 33

NOT USED

END OF TABLE OF CONTENTS

Granite School District WEST LAKE JUNIOR HIGH SCHOOL Rev. November 1, 2022

GYMNASIUM BLEACHERS REPLACEMENT

SUMMARY OF WORK 01 11 00-1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 – GENERAL

1.1 SUMMARY

A. Section Includes:

1. Project description.

2. Work by Others.

3. Work sequence.

4. Owner occupancy.

5. Contractor’s use of site and premises.

1.2 PROJECT DESCRIPTION

A. Work of this Project is described as the replacement of the existing gymnasium bleachers system in the facility entitled West Lake Junior High School, located at 3400 South 3450 West, West Valley City, Utah.

B. Work includes removal and reinstallation of existing bleachers system, installation of new bleachers system, and electrical.

C. The Project will be constructed under a single prime contract.

1.3 WORK BY OTHERS

A. Separate Contracts:

1. The Owner may execute a contract for additional work at the site, that is excluded from the work of this Contract, and that includes:

a. Refinishing Gymnasium floor.

2. Work under separate contract may be executed prior to, concurrent with, or after Work of this Contract, depending on Project scheduling.

3. Cooperate with the Owner and separate contractors to accommodate this requirement.

B. Work by Owner: The Owner will perform all electrical work to provide power at new bleachers system location and update existing power for new system as required.

Contractor shall make final connections.

C. Owner’s Products: The Contractor shall remove and the Owner will take possession of the following items upon the start of work under this Contract:

1. Portion of existing bleachers system that will not be reinstalled under this

Contract.

1.4 WORK SEQUENCE

A. Construct Work in phases as follows to accommodate Owner's use of premises during construction period:

SUMMARY OF WORK 01 11 00-2

1. Removal of existing bleachers system.

2. Installation of new bleachers and reinstallation of portions of existing bleachers.

B. Coordinate construction schedule and operations with the Owner and Architect.

Owner may have a contractor refinishing the Gymnasium floor during the winter break, Monday, December 21, 2026, through Thursday, December 31, 2026. The work of removing the existing system during the week prior to winter break would permit the entire floor to be refinished without obstruction. Reinstallation of the existing bleachers and installation of the new system would then be accomplished after the floor has been sufficiently cured. Performing the work in this manner will be dependent on this Contractor’s lead times and installation schedule. Construction start and completion dates will be adjusted accordingly by change order.

C. Schedule the Work to accommodate this requirement.

1.5 OWNER OCCUPANCY

The Owner will occupy the site and premises during the entire period of construction for conduct of normal operations.

A. Cooperate with the Owner to minimize conflict, and to facilitate Owner’s operations.

B. Schedule the Work to accommodate this requirement.

1.6 CONTRACTOR’S USE OF SITE AND PREMISES

A. Limit use of site and premises to allow for:

1. Work by separate contractors.

2. Work by Owner.

3. Owner occupancy.

B. Move any stored products under Contractor’s control that interfere with the operations of the Owner or separate contractors.

C. Assume full responsibility for protection and safekeeping of products under this Contract stored on site.

D. Obtain and pay for use of any additional storage or work areas needed for operations.

E. Coordinate use of site and premises with the Owner:

1. Employee parking: In designated areas.

2. Access to site and premises: In designated areas.

3. Storage and staging areas: In designated areas.

F. Conform to Building Rules and Regulations.

1. Contractor shall provide appropriate, non-staining materials to protect Gymnasium floor throughout the Project.

2. The use of wheeled equipment with non-marking tires is required on the Gymnasium floor. Self-propelled equipment and equipment with oil or hydraulic systems shall be equipped with diapers. Damage to the Gymnasium floor

SUMMARY OF WORK 01 11 00-3

caused by Contractor through the use of equipment not meeting these requirements shall be repaired at Contractor's expense.

G. Confine operations to construction area unless otherwise approved by Owner.

H. If access to adjacent common or occupied spaces is required:

1. Schedule operations with Owner in advance.

2. Perform work after normal business hours or on weekends when directed by

Owner.

I. Do not interrupt building fire or life safety systems.

J. Do not close or obstruct exits.

K. Do not use or store hazardous or flammable materials on premises without Owner’s approval; follow requirements of governing authorities having jurisdiction over the work.

L. Prohibit smoking within interior spaces or anywhere on School property. Smoking is only permitted at public ways, such as sidewalks, off of School property. Keep areas where smoking occurs clean and free from trash or “butts”.

PART 2 – PRODUCTS

Not Used

PART 3 – EXECUTION

END OF SECTION 01 11 00

SUBSTITUTION PROCEDURES 01 25 00-1

SECTION 01 25 00

SUBSTITUTION PROCEDURES

1. Product Substitution Procedures.

1.2 GENERAL

A. Definition: Proposal by Contractor to use manufacturer, product, material, or system different from one required in Contract Documents.

B. Do not substitute Products unless a substitution request has been approved by

Architect.

C. Substitutions during Bidding: Submit substitution requests not later than 5 days prior to Bid Due Date.

1. Substitution requests will not be considered after award of Contract except due to non-availability of a specified Product after award, through no fault of the Contractor.

D. In case of non-availability of a specified Product notify Architect in writing as soon as non-availability becomes apparent.

1.3 SUBSTITUTION REQUESTS

A. Submit substitution requests on Contractor’s standard form.

B. Document specified product and proposed substitution with complete data, including:

1. Product identification, including name and address of manufacturer.

2. Product description, performance and test data, and reference standards.

3. Sample, if requested.

4. Description of any anticipated effect that acceptance of proposed substitution will have on Progress Schedule, construction methods, or other items of Work.

5. Description of any differences between specified product and proposed substitution.

6. Difference in cost between specified product and proposed substitution.

C. Burden of proof for substantiating compliance of proposed substitution with Contract

Document requirements remains with Contractor.

D. A request constitutes a representation that the Contractor:

1. Has investigated the proposed Product and determined that it meets or exceeds the quality level of the specified Product.

2. Will provide the same warranty for the substitution as for the specified Product.

SUBSTITUTION PROCEDURES 01 25 00-2

3. Will coordinate installation and make changes to other Work that may be required for the Work to be complete with no additional cost to Owner.

4. Waives claims for additional costs or time extension that may subsequently become apparent.

5. Will reimburse Owner for design services associated with re-approval by authorities or revisions to Contract Documents to accommodate the substitution.

E. Substitutions will not be considered if:

1. They are indicated or implied on Shop Drawings or other submittals without submittal of a substitution request.

2. Approval will require substantial revision of Contract Documents without additional compensation to Architect.

F. Submit electronically in Adobe PDF format.

G. Architect will notify Contractor of approval or rejection of each Substitution Request.

END OF SECTION 01 25 00

Granite School District WEST LAKE JUNIOR HIGH SCHOOL Rev. May 31, 2023

PROJECT MANAGEMENT AND COORDINATION 01 31 00-1

SECTION 01 31 00

PROJECT MANAGEMENT AND COORDINATION

1. Project meetings.

B. Related Sections:

1. Section 01 77 00 - Contract Closeout.

1.2 PROJECT MEETINGS

A. Schedule and administer preconstruction meeting, progress (OAC) meetings, and pre-installation conferences.

B. Make physical arrangements for meetings; notify involved parties at least four (4) days in advance.

C. Record significant proceedings and decisions at each meeting; reproduce and distribute copies to parties in attendance and others affected by proceedings and decisions made.

1.3 PRECONSTRUCTION MEETING

A. Preconstruction meeting will be scheduled by the Owner after date of Notice to Proceed at location determined by the Owner.

B. Attendance:

1. Contractor.

2. Owner.

3. Architect and principal consultants.

4. Major subcontractors and suppliers as Contractor deems appropriate.

C. Review and Discuss:

1. Relation and coordination of various parties, and responsible personnel for each party.

2. Use of premises, including office and storage areas, temporary controls, and security procedures.

3. Construction schedule and critical work sequencing.

4. Frequency of Owner/Architect/Contractor (O.A.C.) meetings.

a. Day of Week

b. Time

c. Frequency (weekly, every other week, etc.)

5. Processing of:

a. Contract modifications.

b. Shop Drawings, Product Data, and Samples.

PROJECT MANAGEMENT AND COORDINATION 01 31 00-2

c. Applications for Payment.

d. Substitutions.

e. Requests for Information.

f. Other required submittals.

6. Adequacy of distribution of Contract Documents.

7. Procedures for maintaining contract closeout submittals.

8. Installation and removal of temporary facilities.

9. Notification procedures and extent of testing and inspection services.

1.4 PROGRESS MEETINGS (OWNER/ARCHITECT/CONTACTOR (O.A.C.) MEETING)

A. Location: Contractor’s Project field office, or as determined during preconstruction meeting.

B. Attendance:

1. Contractor.

2. Owner.

3. Architect and consultants as appropriate to agenda.

4. Subcontractors and suppliers as appropriate to agenda.

5. Others as appropriate to agenda.

C. Review and Discuss:

1. Work progress since previous meeting, including:

a. Field observations, deficiencies, conflicts, and problems.

b. Progress and completion date.

c. Corrective measures needed to maintain quality standards, progress, and completion date.

2. Status of:

a. Requests for information.

b. Submittals.

c. Contract modifications.

3. Coordination between various elements of Work.

4. Maintenance of Project Record Documents.

1.5 PRE-INSTALLATION CONFERENCES

A. Where required in individual specification Section, convene a pre-installation conference at project site or other designated location.

B. Require attendance of parties directly affecting or affected by work of the specific

Section.

C. Review conditions of installation, preparation and installation procedures, and coordination with related work.

PROJECT MANAGEMENT AND COORDINATION 01 31 00-3

END OF SECTION 01 31 00

SUBMITTAL PROCEDURES 01 33 00-1

SECTION 01 33 00

SUBMITTAL PROCEDURES

1. Submittal procedures.

2. Shop Drawings.

3. Product Data.

4. Samples.

5. Quality control submittals.

1. Section 01 40 00 - Quality Requirements.

1.2 SUBMITTAL PROCEDURES

A. Number each submittal with Project Manual section number and a sequential number within each section. Number resubmittals with original number and an alphabetic suffix.

B. Identify Project, Contractor, Subcontractor or supplier, pertinent Drawing sheet and detail numbers, and specification Section number, as appropriate.

C. Submit all submittals listed under “Submittals for Review” simultaneously for each Product or Specification Section.

D. Where multiple Products function as an assembly, group submittals for all related

Products into single submittal.

E. Architect will not review incomplete submittals.

F. Apply Contractor’s stamp, signed or initialed certifying that:

1. Submittal was reviewed.

2. Products, field dimensions, and adjacent construction have been verified.

3. Information has been coordinated with requirements of Work and Contract

Documents.

G. Schedule submittals to expedite the Project, and deliver to Architect. Coordinate submittal of related items.

H. For each submittal, allow 14 days for Architect’s review, excluding delivery time to and from Contractor.

I. Identify variations from Contract Documents and Product or system limitations that may be detrimental to successful performance of completed Work.

SUBMITTAL PROCEDURES 01 33 00-2

J. Revise and resubmit submittals when required; identify all changes made since previous submittal.

K. Distribute copies of reviewed submittals to concerned parties and to Project Record

Documents file. Instruct parties to promptly report any inability to comply with provisions.

1.3 SHOP DRAWINGS

A. Present information in clear and thorough manner.

B. Identify details by reference to sheet and detail numbers or room number shown on Drawings.

C. Reproductions of details contained in Contract Documents are not acceptable.

D. Submit electronically in Adobe PDF format. Architect will return one copy to

Contractor for printing and distribution.

1.4 PRODUCT DATA

A. Mark each copy to identify applicable products, models, options, and other data.

B. Supplement manufacturers' standard data to provide information unique to this Project.

C. Submit electronically in Adobe PDF format. Architect will return one copy to

Contractor for printing and distribution.

1.5 SAMPLES

A. Submit samples to illustrate functional and aesthetic characteristics of Products, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.

B. Where so indicated, submit samples of finishes from the full range of manufacturers' standard colors, textures, and patterns for Architect's selection. Electronic samples will not be accepted for color selection.

C. Include identification on each sample, with full Project information.

D. Unless otherwise specified in individual specifications, submit two of each sample.

E. Architect will notify Contractor of approval or rejection of samples, or of selection of color, texture, or pattern if full range is submitted.

1.6 QUALITY CONTROL SUBMITTALS

A. Quality control submittals specified in Section 01 40 00 are for information and do not require Architect’s responsive action except to require resubmission of incomplete or incorrect information.

SUBMITTAL PROCEDURES 01 33 00-3

END OF SECTION 01 33 00

Granite School District WEST LAKE JUNIOR HIGH SCHOOL Rev. June 1, 2023

ALTERATION PROJECT PROCEDURES 01 35 16-1

SECTION 01 35 16

ALTERATION PROJECT PROCEDURES

1. Patching and extending existing work.

2. Transitions and adjustments.

3. Repair of damaged surfaces.

1.2 PROJECT CONDITIONS

A. Hazardous Materials:

1. A survey of hazardous materials was performed by the Owner; a copy of the report is available for review at the office of the Owner and will be provided to the Contractor. Review report prior to commencement of work under this Contract. Contractor must keep a copy of the hazardous materials report on site at all times during the construction of the project.

2. Owner will remove or encapsulate existing asbestos and other hazardous materials prior to commencement of work under this Contract.

B. Unknown Hazardous Materials: If asbestos, lead-bearing paint, or other suspected hazardous materials are encountered during work of this Contract:

1. Cease work in affected area immediately.

2. Notify Architect and await instructions.

3. Close off affected areas.

2.1 MATERIALS

A. New Materials:

1. Provide new materials to match existing adjacent materials for closing of openings, repairs, and reconstructions where suitable salvaged materials do not exist, are insufficient in quantity, or where reuse is not permitted.

2. Match existing materials in material, type, size, quality, color, finish, and other attributes.

B. Reused Materials:

1. Clean and prepare salvaged materials for reuse.

2. Do not use materials with objectionable chips, cracks, splits, dents, scratches, or other defects.

3. Repair operable items to function properly.

Granite School District WEST LAKE JUNIOR HIGH SCHOOL Rev. June 1, 2023

ALTERATION PROJECT PROCEDURES 01 35 16-2

3.1 PREPARATION

A. Test materials to be used in repairs for compatibility with existing materials; do not use incompatible materials.

B. Cut, move, or remove items as necessary for access to alterations and renovation work. Replace and restore upon completion.

C. Remove, cut, and patch work in manner to minimize damage and to provide means for restoring products and finishes to their original or specified new condition.

D. Remove unsuitable materials not marked for salvage.

E. Remove debris and abandoned items from areas of work and from concealed spaces.

3.2 ALTERATIONS

A. Coordinate alterations and renovations to expedite completion.

B. Install products and finish surfaces as specified in individual sections, or where no specification section exists to match existing.

C. Refinish visible surfaces to specified condition, with neat transition to adjacent surfaces.

D. Finish patches to provide uniform color and texture over entire surface, with repairs not discernible from normal viewing distance. If finish cannot be matched, refinish entire surface to nearest intersections.

E. Where removal of partitions or walls results in adjacent spaces becoming one, rework finished surfaces to smooth plane, without breaks, steps, or bulkheads.

F. Where new work abuts or aligns with existing, provide smooth and even transition.

Where a change in plane of 1/4-inch or more occurs, submit recommendation to Architect for transition.

G. Where alterations expose mechanical and electrical components that were previously concealed, renovate to be concealed in completed work.

H. In addition to specified replacement of equipment and fixtures, restore mechanical and electrical systems to full operational condition.

I. Patch holes in exposed surfaces left by removal of mechanical and electrical components.

END OF SECTION 01 35 16

QUALITY REQUIREMENTS 01 40 00-1

SECTION 01 40 00

QUALITY REQUIREMENTS

1. References.

2. Quality assurance and control of installation.

3. Manufacturer's field services and reports.

4. Test reports and certifications.

5. Manufacturer's installation instructions.

1.2 REFERENCES

A. For products or workmanship specified by reference to association, trade, or industry standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. Should specified reference standards conflict with Contract Documents, request clarification from Architect before proceeding.

C. Conform to edition of reference standard in effect as of date of Project Manual.

D. The contractual relationship of the parties to the Contract shall not be altered from the Contract Documents by mention or inference otherwise in any reference document.

1.3 QUALITY ASSURANCE AND CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality.

B. Comply fully with manufacturers' instructions, including each step in sequence.

C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding.

D. Comply with specified standards as a minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Perform work by persons qualified to produce workmanship of specified quality.

F. Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion or disfigurement.

QUALITY REQUIREMENTS 01 40 00-2

1.4 MANUFACTURERS' FIELD SERVICES AND REPORTS

A. When specified in individual specification Sections, require material or Product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, or startup of equipment, as applicable, and to initiate instructions when necessary.

B. Individuals to report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions.

C. Submit report to Architect within 10 days of observation.

1.5 TEST REPORTS AND CERTIFICATIONS

A. When specified in individual specification Sections, require material or Product suppliers or manufacturers to provide test reports and manufacturers’ certifications.

B. Indicate that material or Product conforms to or exceeds specified requirements.

Submit supporting reference data, affidavits, and certifications as appropriate.

C. Submittals may be recent or previous test results on material or Product, but must be acceptable to Architect.

D. Submit electronically in Adobe PDF format.

1.6 MANUFACTURER'S INSTALLATION INSTRUCTIONS

A. When Contract Documents require that Products be installed in accordance with manufacturer's instructions:

1. Submit manufacturer's most recent printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, as applicable.

a. Submit in quantities specified for Product Data.

b. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

c. Identify conflicts between manufacturers' instructions and requirements of Contract Documents.

2. Perform installation of Products to comply with requirements of manufacturer's instructions.

3. If installation cannot be performed in accordance with manufacturer's instructions, notify Architect and await instructions.

4. Submit electronically in Adobe PDF format.

QUALITY REQUIREMENTS 01 40 00-3

END OF SECTION 01 40 00

TEMPORARY FACILITIES AND CONTROLS 01 50 00-1

SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS

1. Temporary utilities.

2. Field offices and sheds.

3. Temporary controls.

4. Protection of installed Work.

5. Progress cleaning.

6. Access roads and parking areas.

7. Removal.

1.2 REFERENCES

A. Green Seal, Inc. (GS) 37 - Environmental Standard for Industrial and Institutional Cleaners.

2.1 MATERIALS

A. Cleaning Materials: Use only materials that:

1. Comply with GS 37.

2. Are not potentially hazardous to health or property.

3. Do not contain hazardous ingredients.

4. Are non-carcinogenic.

5. Are non or mildly irritating to skin, eyes, and mucous membranes.

6. Have an LD50 rating above 5 grams per kilogram.

7. Are non-reactive.

8. Contain minimum fragrance and dye.

9. Do not require respiratory protection.

3.1 TEMPORARY ELECTRICITY

A. Provide temporary electrical service of capacity and characteristics required for construction.

B. Connect to existing electrical system for electricity required during construction.

1. Cost of electricity used will be paid for by Owner. Exercise measures to conserve electricity.

2. Regulate system to prevent interference with Owner's normal usage.

TEMPORARY FACILITIES AND CONTROLS 01 50 00-2

3. Maintain continuous power operation of Owner's facilities during changeover of electrical services.

4. Notify Owner when unusually heavy loads will be connected, including welding and other equipment with special power requirements.

5. Provide and pay for required service of capacity or characteristics other than that currently available.

C. Provide power outlets for construction operations, with branch wiring and distribution boxes located as required. Provide flexible power cords as required.

D. Maintain distribution system and provide routine repairs.

3.2 TEMPORARY VENTILATION

A. Ventilate enclosed areas to facilitate curing of materials, disperse humidity, and prevent accumulations of dust, fumes, vapors, or gases.

B. Provide temporary fan units as required to maintain clean air for construction.

C. Utilize existing ventilation equipment. Extend and supplement with temporary fan units as required to maintain clean air for construction.

3.3 TEMPORARY TELEPHONE, FACSIMILE, AND COMPUTER SERVICES

A. Contractor shall be accessible during normal business hours via mobile telephone with voice mail or an answering service.

3.4 TEMPORARY WATER

A. Provide temporary water required for construction.

B. Connect to existing water source for water required for construction.

1. Regulate system to prevent interference with Owner's usage.

2. Costs of water used will be paid for by Owner. Exercise measures to conserve water.

C. Extend branch piping and provide temporary hoses so that water is available at locations needed for work.

D. Protect from freezing.

E. Maintain distribution system and provide routine repairs.

3.5 TEMPORARY SANITARY FACILITIES

A. Existing toilets designated by Owner may be used during construction.

B. Maintain facilities in clean and sanitary condition.

TEMPORARY FACILITIES AND CONTROLS 01 50 00-3

3.6 FIELD OFFICES AND SHEDS

A. Areas within existing building designated by Owner may be used for field office and storage of materials subject to damage by weather. Store large materials and those not subject to damage by weather outside building.

B. Do not unreasonably encumber site or premises with excess materials or equipment.

3.7 BARRIERS

A. Provide barriers to prevent unauthorized entry to construction areas, to allow Owner’s use of site and premises, and to protect existing facilities from construction operations.

3.8 PROTECTION OF INSTALLED WORK

A. Protect installed work from construction operations; provide special protection when required in individual specification sections.

3.9 PROGRESS CLEANING

A. Maintain areas free from waste materials, debris, and rubbish. Maintain site in clean and orderly condition.

B. Provide containers for collection of waste materials, debris, and rubbish; remove and dispose of off-site as required by construction activities. Do not use Owner’s waste containers for construction waste.

C. Periodically clean interior areas to provide suitable conditions for finish work.

3.10 ACCESS ROADS AND PARKING AREAS

A. Existing roads designated by Owner may be used for construction purposes. Do not allow heavy vehicles or construction equipment in parking areas.

B. Provide for access by emergency vehicles.

C. Keep fire hydrants and water control valves free from obstruction and accessible for use.

D. Provide parking facilities for construction personnel. When parking needs exceed on site capacity, provide additional off-site facilities.

E. Maintain existing construction, and restore to original or specified condition at completion of Work.

3.11 REMOVAL

A. Remove temporary utilities, equipment, facilities, and services when construction needs can be met by use of permanent construction or upon completion of Project.

TEMPORARY FACILITIES AND CONTROLS 01 50 00-4

B. Clean and repair damage caused by installation or use of temporary work.

C. Restore existing and permanent facilities used during construction to original or to specified condition.

END OF SECTION 01 50 00

PRODUCT REQUIREMENTS 01 60 00-1

SECTION 01 60 00

PRODUCT REQUIREMENTS

1. Products.

2. Transportation and handling.

3. Storage and protection.

4. Reuse of existing materials.

5. Product options.

1. Section 01 25 00 - Substitution Procedures.

1.2 PRODUCTS

A. Provide interchangeable components by the same manufacturer for identical items.

B. Do not use products containing asbestos or other known hazardous materials.

C. Do not reuse materials and equipment removed from existing construction in completed Work, except as specifically permitted by the Contract Documents.

1.3 TRANSPORTATION AND HANDLING

A. Coordinate delivery of Products to prevent conflict with Work and adverse conditions at site.

B. Transport and handle Products in accordance with manufacturer's instructions.

C. Promptly inspect shipments to ensure that Products comply with requirements of

Contract Documents, are undamaged, and quantities are correct.

D. Provide equipment and personnel to handle products by methods to prevent damage.

1.4 STORAGE AND PROTECTION

A. Store and protect Products in accordance with manufacturer's instructions with manufacturer's seals and labels intact and legible.

B. Store Products on site unless prior written approval to store off site has been obtained from Owner.

C. Store Products subject to damage by elements in weathertight enclosures. Maintain temperature and humidity within ranges required by manufacturer's instructions.

PRODUCT REQUIREMENTS 01 60 00-2

D. Exterior Storage:

1. Store fabricated Products above ground; prevent soiling and staining.

2. Cover products subject to deterioration with impervious sheet coverings;

provide ventilation to prevent condensation.

3. Store loose granular materials in well drained area on solid surfaces; prevent mixing with foreign matter.

E. Arrange storage areas to permit access for inspection. Periodically inspect stored products to verify that products are undamaged and in acceptable condition.

1.5 REUSE OF EXISTING MATERIALS

A. Reuse existing materials only where specifically permitted by the Contract Documents.

B. Carefully remove, handle, protect, and store Products.

C. Clean and refinish Products to original or specified condition.

D. Restore operable components to working condition.

E. Arrange and pay for transportation, storage, and handling of Products requiring off site storage, restoration, or renovation.

1.6 PRODUCT OPTIONS

A. Products specified by reference standard only:

1. Select any Product meeting the specified standard.

2. Submit Product Data to substantiate compliance of proposed Product with specified requirements.

B. Products specified by naming two or more acceptable Products: Select any named Product.

C. Products specified by stating that the Contract Documents are based on a Product by a single manufacturer followed by the statement "Equivalent products by the following manufacturers are acceptable":

1. Select the specified Product or a Product by a named manufacturer having equivalent or superior characteristics to the specified Product and meeting the requirements of the Contract Documents.

2. If the specified Product is not selected, submit Product Data to substantiate compliance of proposed Product with specified requirements.

3. The specified Product establishes the required standard of quality.

D. Products specified by naming one or more Products followed by "or approved substitute" or similar statement:

1. Submit a substitution request under provisions of Section 01 25 00 for Products not listed.

2. The specified Product establishes the required standard of quality.

PRODUCT REQUIREMENTS 01 60 00-3

E. Products specified by naming one or more Products or manufacturers followed by the statement "Substitutions: Under provisions of Division 01":

1. Submit a substitution request under provisions of Section 01 25 00 for Products not listed.

2. The specified Product establishes the required standard of quality.

F. Products specified by naming one Product followed by the statement "Substitutions:

Not permitted": Substitutions will not be allowed.

G. Products specified by required performance or attributes, without naming a manufacturer or Product:

1. Select any Product meeting specified requirements.

2. Submit Product Data to substantiate compliance of proposed Product with specified requirements.

END OF SECTION 01 60 00

CLOSEOUT PROCEDURES 01 77 00-1

SECTION 01 77 00

CLOSEOUT PROCEDURES

1. Closeout procedures.

2. Final cleaning.

3. Adjusting.

4. Project record documents.

5. Operation and maintenance data.

6. Warranties.

7. Spare parts and maintenance materials.

8. Starting of systems.

9. Demonstration and instructions.

1.2 CLOSEOUT PROCEDURES

A. Final Inspection:

1. Submit written certification that Contract Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with the Contract Documents and ready for Architect's inspection.

2. If Architect performs reinspection due to failure of Work to comply with claims of status of completion made by Contractor, Owner will compensate Architect for such additional services and will deduct the amount of such compensation from final payment to Contractor.

B. Submit final Application for Payment showing original Contract Sum, adjustments, previous payments, retainage withheld from previous payments, and sum remaining due.

C. Closeout Submittals:

1. Project Record Documents.

2. Operation and Maintenance Data.

3. Warranties.

4. Keys and keying schedule.

5. Spare parts and maintenance materials.

6. Evidence of payment of Subcontractors and suppliers.

7. Final lien waiver.

8. Certificate of insurance for products and completed operations.

1.3 FINAL CLEANING

A. Execute final cleaning prior to final inspection.

B. Clean surfaces exposed to view:

1. Clean glass.

CLOSEOUT PROCEDURES 01 77 00-2

2. Remove temporary labels, stains and foreign substances.

3. Polish transparent and glossy surfaces.

4. Vacuum carpeted surfaces; damp mop hard surface flooring.

C. Clean equipment and fixtures to a sanitary condition.

D. Clean or replace filters of operating equipment.

E. Clean site; sweep paved areas, rake clean landscaped surfaces.

F. Remove waste and surplus materials, rubbish, and construction facilities from the site.

1.4 ADJUSTING

A. Adjust operating Products and equipment to ensure smooth and unhindered operation.

1.5 PROJECT RECORD DOCUMENTS

A. Maintain following record documents on site; record actual revisions to the Work:

1. Drawings.

2. Specifications.

3. Addenda.

4. Change Orders and other Modifications to the Contract.

5. Reviewed Shop Drawings, Product Data, and Samples.

6. Material Safety Data Sheets.

B. Store Record Documents separate from documents used for construction.

C. Record information concurrent with construction progress.

D. Make entries neatly and accurately.

E. Label each set or volume with title "PROJECT RECORD DOCUMENTS", project title, and description of contents.

1. Organize contents according to Project Manual table of contents.

2. Provide table of contents for each volume.

F. Drawings: Mark each item to record actual construction including:

1. Measured depths of foundations in relation to finish floor datum.

2. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements.

3. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work.

4. Field changes of dimension and detail.

5. Details not on original Drawings.

G. Specifications: Mark each Product section description of actual Products installed, including the following:

1. Manufacturer's name and product model and number.

CLOSEOUT PROCEDURES 01 77 00-3

2. Product substitutions or alternates utilized.

3. Changes made by Addenda and Modifications.

H. Shop Drawings: Mark each item to record actual construction including:

1. Field changes of dimension and detail.

2. Details not on original Shop Drawings.

I. Submit electronically in Adobe PDF format.

1.6 OPERATION AND MAINTENANCE DATA

A. Identify as "OPERATION AND MAINTENANCE INSTRUCTIONS" and title of project.

B. Contents:

1. Directory: List names, addresses, and telephone numbers of Architect, Contractor, Subcontractors, and major equipment suppliers.

2. Operation and maintenance instructions: Arranged by system and subdivided by specification section. For each category, identify names, addresses, and telephone numbers of Subcontractors and suppliers. Identify the following:

a. Significant design criteria.

b. List of equipment.

c. Parts list for each component.

d. Operating instructions.

e. Maintenance instructions for equipment and systems.

f. Maintenance instructions for special finishes, including recommended cleaning methods and materials and special precautions identifying detrimental agents.

3. Project documents and certificates including:

a. Shop drawings and product data.

b. Certificates.

c. Copies of warranties and bonds.

C. Submittal:

1. Submit electronically in Adobe PDF format at least 15 days prior to final inspection.

2. Architect will notify Contractor of any required revisions after final inspection.

3. Revise content of documents as required prior to final submittal.

4. Submit three copies of revised documents in three-ring binders, each binder to be indexed by volume and include Table of Contents. In addition to hardcopy, submit revised documents electronically in Adobe PDF format. Revised documents shall be submitted within 10 days after final inspection.

1.7 WARRANTIES

A. Execute and assemble documents from Subcontractors, suppliers, and manufacturers.

B. Include Table of Contents.

CLOSEOUT PROCEDURES 01 77 00-4

C. Submit three copies in three-ring binders. In addition to hardcopy, submit electronically in Adobe PDF format. Warranties to be submitted along with final Application for Payment.

D. For items of Work delayed beyond date of Substantial Completion, provide updated submittal within 10 days after acceptance, listing date of acceptance as start of warranty period.

1.8 SPARE PARTS AND MAINTENANCE MATERIALS

A. Provide products, spare parts, maintenance and extra materials (“attic stock”) in quantities specified in individual specification Sections.

B. Deliver to Project site in location as directed; obtain receipt prior to final payment.

1.9 STARTING OF SYSTEMS

A. Notify Owner and Architect at least seven days prior to startup of each system or piece of equipment.

B. Prior to beginning startup verify that:

1. Lubrication has been performed.

2. Drive rotation, belt tension, control sequences, tests, meter readings, and electrical characteristics are within manufacturer's requirements.

3. Utility connections and support components are complete and tested.

C. Execute start-up under supervision of applicable manufacturer's representative or

Contractor’s personnel in accordance with manufacturers' instructions.

D. When specified in individual specification Sections, require manufacturer to provide authorized representative to be present at site to inspect, check, and approve equipment or system installation prior to startup, and to supervise placing equipment or system in operation.

E. Submit written report that equipment or system has been properly installed and is functioning correctly.

1.10 DEMONSTRATION AND INSTRUCTIONS

A. Demonstrate operation and maintenance of Products to Owner's personnel two weeks prior to date of Substantial Completion.

B. For equipment or systems requiring seasonal operation, perform demonstration for other season within six months.

C. Utilize Operation and Maintenance Manuals as basis for instruction. Review contents of manual with Owners' personnel in detail to explain all aspects of operation and maintenance.

CLOSEOUT PROCEDURES 01 77 00-5

D. Demonstrate startup, operation, control, adjustment, troubleshooting, servicing, maintenance, and shutdown of each item of equipment at agreed upon times, at equipment location.

E. Prepare and insert additional data in Operation and Maintenance Manuals when need for additional data becomes apparent during instruction.

END OF SECTION 01 77 00

SELECTIVE BUILDING DEMOLITION 02 41 20-1

SECTION 02 41 20

SELECTIVE BUILDING DEMOLITION

1. Removal of designated building construction, equipment, and fixtures.

1. Division 01 - Administrative, procedural, and temporary work requirements.

1.2 SUBMITTALS

A. Submittals for Review:

1. Shop Drawings: Indicate areas for demolition, removal sequence and location of salvageable items, and location and construction of temporary work.

1.3 REGULATORY REQUIREMENTS

A. Conform to applicable code for demolition work, safety of structure, and dust control.

B. Obtain required permits from authorities.

C. Notify affected utility companies before starting work and comply with their requirements.

D. Conform to applicable codes when hazardous or contaminated materials are discovered.

E. Do not close or obstruct exits.

F. Do not disable or disrupt building fire or life safety systems without three (3) days prior written notice to Owner.

1.4 PROJECT CONDITIONS

A. Minimize interference with streets, walks, public right-of-ways, and adjacent facilities.

B. If hazardous materials are discovered, notify Architect and await instructions.

C. If any of the following conditions are encountered, cease work immediately, notify Architect, and await instructions:

1. Structure is in danger of movement or collapse.

2. Materials or conditions encountered differ from those designated in the

Contract Documents.

SELECTIVE BUILDING DEMOLITION 02 41 20-2

3.1 PREPARATION

A. Erect temporary partitions, barricades, warning devices, and controls as required.

B. Provide protective coverings, shoring, bracing, and supports for construction designated to remain.

C. Temporarily or permanently disconnect utilities as required.

3.2 DEMOLITION

A. Remove existing construction to extent indicated and as necessary to join new work to existing. Do not remove more than is necessary to allow for new construction.

B. Do not damage work designated to remain.

C. Minimize noise and spread of dirt and dust.

D. Assign work to trades skilled in procedures involved.

E. Plug ends of disconnected utilities with threaded or welded caps.

F. Protect and support active utilities designated to remain. Post warning signs showing location and type of utility and type of hazard.

G. Store items designated to remain property of Owner where directed by Owner.

H. Remove and dispose of waste materials off site.

END OF SECTION 02 41 20

Granite School District WEST LAKE JUNIOR HIGH SCHOOL Rev. July 06, 2026

TELESCOPING STANDS – FORWARD FOLDING 12 66 00-1

SECTION 12 66 00

TELESCOPING STANDS – FORWARD FOLDING

1.1 RELATED DOCUMENTS

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

1.2 SUMMARY

1. Electrically operated telescoping stands.

1.3 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.

1.4 ACTION SUBMITTALS

A. Product Data: For each type of product.

1. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for telescoping stands.

2. Include load capacities, assembly characteristics, and furnished accessories.

3. Include electrical characteristics of electrical components, devices, and accessories.

B. Shop Drawings: For telescoping stands in both stacked and extended positions.

1. Include plans, elevations, sections, and attachment details.

2. Include load capacities.

3. Show seating layout, aisle widths, row-lettering and seat-numbering scheme, and wheelchair accessibility provisions.

4. Show locations and details for installing operator components, switches, and controls. Indicate motor size, electrical characteristics, drive arrangement, mounting, and grounding provisions.

5. Include diagrams for power, signal, and control wiring.

C. Samples for Initial Selection: For each type of exposed product and for each color and texture required.

1. Include Samples of accessories involving color and finish selection.

D. Samples for Verification: For the following products prepared on Samples of size indicated below:

1. Decking: 6-inch- square Samples of finished material.

2. Metal Components: 6-inch- square Sample of each color and finish indicated.

TELESCOPING STANDS – FORWARD FOLDING 12 66 00-2

3. Seating Material: 6-inch- square Sample of each seating material, color, and finish indicated.

4. Signage: Full-size units for each type of accessibility sign and custom graphics.

E. Delegated-Design Submittal: For telescoping stands indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation.

1.5 INFORMATIONAL SUBMITTALS

A. Qualification Data: For Installer.

B. Qualification Data: For qualified professional engineer.

C. Welding certificates.

D. Product Certificates: For each type of telescoping stand assembly.

1.6 CLOSEOUT SUBMITTALS

A. Operation and Maintenance Data: For telescoping stands to include in operation and maintenance manuals.

1. In addition to items specified in Section 01 77 00 "Closeout Procedures," include the following:

a. Procedures for conducting periodic inspections.

b. Precautions for cleaning materials and methods that could be detrimental to telescoping stand finishes and performance.

1.7 MAINTENANCE MATERIAL SUBMITTALS

A. Furnish extra materials, from the same production run, that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

1. Seat: Six (6) each for each color provided.

2. Riser Skirt: Six (6) each for each color as selected.

3. Nosing Treads and Associated Aisle Trim: Two (2) each.

4. Rails: Two (2) sections of each type of rail.

1.8 QUALITY ASSURANCE

A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer.

B. Welding Qualifications: Qualify procedures and personnel according to the following:

1. AWS D1.1/D1.1M, "Structural Welding Code - Steel."

2. AWS D1.3/D1.3M, "Structural Welding Code - Sheet Steel."

a. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

TELESCOPING STANDS – FORWARD FOLDING 12 66 00-3

1.9 FIELD CONDITIONS

A. Finished Spaces: Do not deliver or install telescoping stands until finishes in spaces to receive them are complete, including suspended ceilings, floors, and painting.

B. Field Measurements: Indicate measurements on Shop Drawings.

2.1 PERFORMANCE REQUIREMENTS

A. Structural Performance: Telescoping stands shall withstand the effects of gravity loads, operational loads, and other loads and stresses according to ICC 300.

B. Accessibility Standard: Comply with applicable provisions in the U.S. Architectural &

Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines and

ICC/ANSI A117.1.

2.2 TELESCOPING STANDS

A. System Description: Operable system of multiple-tiered seating on interconnected folding platforms that close for storage, without being dismantled, into a nested stack.

Telescoping-stand units permit opening and closing of adjacent, individual, and multiple rows, and close with vertical faces of platforms in the same vertical plane.

1. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

2. Telescoping-Stands Standard: ICC 300.

B. Wall-Attached Telescoping Stands: Forward-folding system, in which the bleachers open in the forward direction by moving the front row away from the stack to the fully extended position and the rear of bleacher understructure permanently attaches to wall construction.

1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

a. Hussey Seating Company.

b. Interkal LLC.

c. Irwin Seating Company.

2. Row Spacing: 22 inches.

3. Row Rise: As required to meet design requirements.

4. Seat Type: Benches.

5. Operation: Electrically operated, with non-friction-type, integral power unit.

6. Electrical Characteristics for Each Seating Section:

a. Horsepower: As recommended by manufacturer for the size of the bleacher section and size and number of rows controlled by motor.

b. Voltage: Refer to Electrical Drawings.

7. Electrical Controls:

a. Control Devices: Wireless control system.

TELESCOPING STANDS – FORWARD FOLDING 12 66 00-4

b. Limit Switches: Automatically stop power system when telescoping stands reach fully open or closed positions.

c. Motion Monitor: Flashing light with self-contained warning horn, rated at 85 dB at 10 feet, mounted under telescoping seating for audio and visual warning during operation.

d. Transformer: As required to coordinate current characteristics of motor and control station with building electrical system.

2.3 COMPONENTS

A. Benches: Seats and skirts.

1. Material: Molded plastic with contour surfaces and waterfall front edge.

a. Color: To match existing.

2. Bench Height: Not less than 16 inches or more than 18 inches.

3. Bench Depth: 10 inches.

B. Wheelchair-Accessible Seating: Locate seating cutouts to provide wheelchair-accessible seating at locations indicated on Drawings.

1. Equip tiers adjacent to wheelchair-accessible seating with front rails as required by ICC 300.

2. Equip cutouts with full-width front closure panels that match decking construction and finish and that extend from underside of tiers adjacent to cutouts to 1-1/2 inches from finished floor.

D. Deck: Plywood, 3/4 inch thick.

1. Finish: Polyethylene textured overlay bonded to substrate with exterior glue.

E. Risers: Steel sheet with manufacturer's standard, rust-inhibiting coating, or hot-dip galvanized finish.

F. Safety Rails: Steel, finished with manufacturer's standard powder coat system.

1. Removable or Self-storing mid-aisle handrails located at centerline of each aisle with seating on both sides.

2. End rails (guards) that are telescoping and self-storing.

3. Back rails (guards) along rear of units where required by ICC 300.

4. Removable front rails (guards) along front of units where required by ICC 300.

5. Removable rails around accessible seating cutouts and truncations.

6. Removable, programming-support front rails to allow seating in upper rows while…