6-JF27-005-IFB Technical Specifications 3.pdf

2500 South State Street

Salt Lake City, Utah 84115

June 12, 2026

Technical Specifications for

Perimeter Security Upgrade

Multiple Locations

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 33 00 Submittal Procedures 01 40 00 Quality Requirements 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 - CONCRETE

03 10 00 Concrete Forming 03 20 00 Concrete Reinforcing 03 30 00 Cast-in-Place Concrete 03 35 00 Concrete Finishing

DIVISION 04 - 31

NOT USED

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 31 13 Chain Link Fences and Gates 32 31 19 Decorative Metal Fences and Gates

DIVISION 33 - UTILITIES

NOT USED

END OF TABLE OF CONTENTS

Granite School District PERIMETER SECURITY UPGRADE Rev. November 1, 2022

MULTIPLE LOCATIONS

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. Owner occupancy.

4. Contractor’s use of site and premises.

1.2 PROJECT DESCRIPTION

A. Work of this Project is described as installation of new chain-link and decorative metal fencing and gates at forty-two existing elementary schools.

B. Work includes site construction. Project scope includes the installation of new fencing runs, swinging gates, sliding/rolling gates, and appurtenant hardware for complete installation. Fencing in and along landscaped and/or grass areas will be provided with a concrete mow strip. Scope may include, from time to time, additional construction such as removal of existing fences to be replaced by this work, concrete steps, concrete ramps, or other special work.

Contractor shall be responsible for the restoration of landscaped and/or grass/sod areas damaged by construction activities to pre-construction condition. Grass/sod areas will be restored with sod of the same species as existing; seeding will not be acceptable for restoration. Contractor may have to relocate irrigation heads/system components for proper installation of the fencing components. All waste materials from excavation, demolition, and installation shall be hauled off and disposed of by Contractor.

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

1.3 WORK BY OTHERS

A. Separate Contracts:

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

a. Electrical.

b. Security wiring and devices.

2. Work under separate contract(s) may be executed concurrently with or after Work of this Contract.

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

SUMMARY OF WORK 01 11 00-2

1.4 OWNER OCCUPANCY

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

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

C. Schedule the Work to accommodate this requirement.

1.5 CONTRACTOR’S USE OF SITE AND PREMISES

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

1. Work by Owner.

2. Owner occupancy.

3. Use of site and adjacent premises by the public.

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

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.

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”.

SUMMARY OF WORK 01 11 00-3

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

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.

B. Related Sections:

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

QUALITY REQUIREMENTS 01 40 00-1

SECTION 01 40 00

QUALITY REQUIREMENTS

1. References.

2. Quality assurance and control of installation.

3. Design data and calculations.

4. 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 DESIGN DATA AND CALCULATIONS

A. When specified in individual specification Sections, require material or Product suppliers or manufacturers to provide design data and calculations.

B. Accuracy of design data and calculations is the responsibility of the Contractor.

C. When so specified, prepare design data and calculations under the direction of a professional engineer licensed in the state in which the Project is located. Affix engineer’s seal to submittals.

D. Submit electronically in Adobe PDF format.

1.5 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.

END OF SECTION 01 40 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

Granite School District PERIMETER SECURITY UPGRADE Rev. May 31, 2023

CUTTING AND PATCHING 01 73 29-1

SECTION 01 73 29

CUTTING AND PATCHING

1. Requirements and limitations for cutting and patching of work.

B. Related sections:

1. Section 01 25 00 - Substitution Procedures.

1.2 SUBMITTALS

A. If conditions of work or schedule necessitate a change of material from that originally installed, submit substitution request in accordance with Section 01 25 00.

3.1 PREPARATION

A. Examine existing conditions of work, including elements subject to movement or damage during cutting and patching.

B. After uncovering work, examine conditions affecting installation of new products or performance of work.

C. Provide protection for other portions of project.

D. Provide protection from elements.

3.2 CUTTING AND PATCHING

A. Execute cutting to include excavating, fitting, and patching of Work required to:

1. Make several parts fit properly.

2. Uncover work to provide for installation of ill-timed work.

3. Remove and replace defective work.

4. Remove and replace work not conforming to requirements of Contract

Documents.

5. Provide routine penetrations of nonstructural surfaces for installation of piping and electrical conduit.

CUTTING AND PATCHING 01 73 29-2

B. Execute fitting and adjustment of products to provide finished installation to comply with specified tolerances, and finishes.

C. Execute cutting and demolition by methods that will prevent damage to other work, and will provide proper surfaces to receive installation of repairs and new work.

D. Execute excavating and backfilling by methods that will prevent damage to other Work, and will prevent settlement.

E. Employ original installer or fabricator to perform cutting and patching for:

1. Weather exposed or moisture resistant elements.

2. Sight exposed finished surfaces.

F. Restore work that has been cut or removed; install new products to provide completed Work in accordance with requirements of Contract Documents.

G. Refinish entire surfaces as necessary to provide an even finish:

1. Continuous surfaces: To nearest intersections.

2. Assembly: Refinish entirely.

END OF SECTION 01 73 29

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.

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.

D. Owner will occupy all of the building as specified in Section 01 11 00.

1.3 FINAL CLEANING

A. Execute final cleaning prior to final inspection.

CLOSEOUT PROCEDURES 01 77 00-2

B. Clean surfaces exposed to view:

1. Remove temporary labels, stains and foreign substances.

2. Polish transparent and glossy surfaces.

C. Clean equipment and fixtures to a sanitary condition.

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

E. 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.

2. Product substitutions or alternates utilized.

3. Changes made by Addenda and Modifications.

CLOSEOUT PROCEDURES 01 77 00-3

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. HVAC balance reports.

c. Certificates.

d. 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.

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.

CLOSEOUT PROCEDURES 01 77 00-4

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.

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.

2. Identification of utilities.

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 rights-of-way, 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

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

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 PERIMETER SECURITY UPGRADE Rev. February 20, 2025

CONCRETE FORMING 03 10 00-1

SECTION 03 10 00

CONCRETE FORMING

1. Forms for cast-in-place concrete, with shoring, bracing, and anchorage.

2. Form accessories.

3. Stripping of forms.

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

A. American Concrete Institute (ACI):

1. 301 - Specifications for Structural Concrete for Buildings.

2. 347 - Recommended Practice for Concrete Formwork.

B. American Society of Mechanical Engineers (ASME)

1. A17.1 - Safety Code for Elevators and Escalators.

C. Engineered Wood Association (APA)

1. PRP-108 - Performance Standards and Qualification Policy for Structural-Use

Panels.

1.3 SUBMITTALS

1. Shop Drawings: Diagram of proposed construction joints not indicated on

Drawings.

1.4 QUALITY ASSURANCE

A. Design formwork in accordance with ACI 301 and 347 [under supervision of Professional Structural Engineer licensed in State in which project is located].

2.1 MANUFACTURERS

A. Acceptable Manufacturers - Architectural Form Liners:

1. Dayton Superior. (www.daytonsuperior.com)

2. Fitzgerqald Formliners.

3. Greenstreak, Inc.

CONCRETE FORMING 03 10 00-2

B. Acceptable Manufacturers - Form Accessories:

1. Dayton Superior. (www.daytonsuperior.com)

2. Greenstreak, Inc.

3. Meadow Burke. (www.meadowburke.com)

4. Nox-Crete Products Group.

C. Substitutions: Under provisions of Division 01.

2.2 MATERIALS

A. Forms:

1. Wood, metal, glass fiber, or other approved material that will not adversely affect surface of concrete and will provide or facilitate obtaining specified surface finish.

2. Wood:

a. Concealed surfaces:

1) Lumber, No. 2 Common or better, dressed to smooth contact surfaces, or:

2) APA Rated Plyform Structural I.

b. Exposed surfaces: Non absorptive medium density overlay plywood.

3. Metal: Minimum 16 gage steel, tight fitting, stiffened to support concrete.

B. Tubular Forms:

1. Round, spirally wound laminated fiberboard, surface treated with release agent, non-reusable.

2.3 ACCESSORIES

A. Form Ties: Snap off type, adjustable length, 1 inch back break dimension, free of defects that could leave holes larger than 1 inch in concrete.

B. Form Release Agent: Nonstaining, colorless mineral oil that will not absorb moisture, stain concrete, or impair adhesion of coatings to be applied to concrete.

C. Construction Joints Forms: Formed galvanized steel, minimum 18 gage, with keyway.

D. Anchors and Fasteners: Size as required, sufficient strength to maintain forms in place while concrete is placed.

3.1 CONSTRUCTION

A. Construct formwork, shoring, and bracing to produce concrete of required shape, line, and dimension.

B. Arrange and assemble formwork with minimum joints, located to allow dismantling without damage to concrete.

CONCRETE FORMING 03 10 00-3

C. Make joints watertight.

D. Provide chamfer strips in corners of forms to produce beveled external corners.

E. Camber formwork to compensate for deflection during concrete placement.

F. Adjust supports to take up settlement caused by concrete placement.

G. Provide temporary openings in formwork to allow cleaning and observation; locate at bottom of forms. Close with tight fitting panels flush with face of forms.

H. Construct forms for beams and girders so that sides may be removed without disturbing bottom of form or its support.

I. Clean contact and screed surfaces prior to concrete placement.

J. Construction Joints:

1. Unless otherwise indicated on drawings, each unit of construction is a single unit; place concrete continuously to provide monolithic construction.

2. Obtain Architect's approval of construction joint locations not indicated on

Drawings.

3. Provide keys and dowels in joints.

4. Use construction joint form for joints in floor slabs. Set screed edge at required elevation. Secure to prevent movement.

K. Form Release Agent:

1. Apply form release agent to formwork prior to placing reinforcing, anchoring devices, and embedded items; follow manufacturer's instructions.

2. Do not allow agent to puddle in forms or to contact hardened concrete against which fresh concrete is to be placed.

L. Inserts and Embedded Parts:

1. Before concrete is placed, install inserts, anchor slots, anchor bolts, and embedded parts required for attachment of work.

2. Provide formed openings where required for pipes, conduits, sleeves, and other work passing through concrete members.

3. Maintain in position during concrete placement.

M. Form Removal:

1. Do not remove formwork until concrete has attained sufficient strength to resist dead loads plus applied live loads.

2. Remove formwork in manner that will not damage surfaces of concrete; patch work damaged during form removal operations.

3. Provide shoring, reshoring, and bracing as required.

N. Installation Tolerances:

1. Construct formwork to maintain tolerances required by ACI 301.

END OF SECTION 03 10 00

CONCRETE REINFORCING 03 20 00-1

SECTION 03 20 00

CONCRETE REINFORCING

1. Reinforcing bars, wire fabric, and accessories for cast-in-place concrete.

A. American Concrete Institute (ACI)

1. 301 - Specifications for Structural Concrete for Buildings.

B. ASTM International (ASTM):

1. A185/A185M - Standard Specification for Welded Steel Wire Reinforcement, Plain, for Concrete.

2. A615/A 615M - Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement.

3. A767 - Standard Specification for Zinc-Coated (Galvanized) Bars for Concrete Reinforcement.

4. D3963 - Standard Specification for Fabrication and Jobsite Handling of Epoxy- Coated Reinforcing Steel.

C. American Welding Society (AWS)

1. D1.4/D1.4M - Structural Welding Code - Reinforcing Steel.

D. Concrete Reinforcing Steel Institute (CRSI):

1. Manual of Practice.

2. Publication 63 - Recommended Practice for Placing Reinforcing Bars.

3. Publication 65 - Recommended Practice for Placing Bar Supports, Specifications and Nomenclature.

1. Shop Drawings:

a. Include bar sizes, spacings, laps, locations, and quantities of reinforcing bars, wire fabric, and accessories.

b. Provide bending and cutting schedules.

c. Show complete layout plan for each layer of reinforcing.

CONCRETE REINFORCING 03 20 00-2

1.4 DELIVERY, STORAGE AND HANDLING

A. Deliver reinforcing to project site in bundles marked with tags indicating bar size, length, and mark.

B. Store reinforcing above ground in dry, well drained area; protect from corrosion.

2.1 MATERIALS

A. Reinforcing Bars:

1. ASTM A615/A615M, deformed billet steel, Grade 60, unless otherwise noted.

2. Finish:

a. Plain, unless otherwise specified or indicated on Drawings.

b. Galvanized in accordance with ASTM A767, Class I or Class II, for concrete exposed to weather.

c. Epoxy coated in accordance with ASTM D3963, for concrete exposed to weather, where indicated on Drawings, or submerged in water.

B. Welded Wire Fabric:

1. ASTM A185/A185M. Furnish in flat sheets.

2. Finish:

a. Plain, unless otherwise specified or indicated on Drawings.

b. Galvanized in accordance with ASTM A767, Class I or Class II, for concrete exposed to weather.

c. Epoxy coated in accordance with ASTM D3963, for concrete exposed to weather, where indicated on Drawings, or submerged in water.

2.2 ACCESSORIES

A. Joint Dowel Bars: ASTM A615/A615M, Grade 60, plain-steel bars, cut true to length with ends square and free of burrs.

B. Spacers, Chairs, Bolsters, and Bar Supports:

1. Sized and shaped for strength and support of reinforcement during concrete placement.

2. Galvanized or plastic-coated steel for surfaces exposed to weather.

C. Tie Wire:

1. Plain or Galvanized Reinforcing: Annealed steel, minimum 16 gage.

2. Epoxy Coated Reinforcing: Epoxy coated steel, minimum 16 gage.

2.3 FABRICATION

A. Fabricate in accordance with ACI 301 and CRSI Manual.

B. Bend bars cold; do not heat or bend by makeshift methods. Discard damaged bars.

C. Welding: AWS D1.4/D1.4M.

CONCRETE REINFORCING 03 20 00-3

D. Fabrication Tolerances:

1. Sheared length: Plus or minus 1 inch.

2. Bends in stirrups and ties: Plus or minus 1/2 inch.

3. All other bends: Plus or minus 1 inch.

A. Before placing in work, thoroughly clean reinforcing of loose rust, mill scale, dirt, oil, and other materials that could reduce bonding.

B. Inspect reinforcing left protruding for future bonding or following delay in work, and clean if necessary.

3.2 INSTALLATION

A. Install reinforcing in accordance with ACI 301, and CRSI Manual and Publications 63 and 65.

B. Accurately position reinforcing; securely tie at intersections.

C. Welding: AWS D1.4/D1.4M.

D. Install wire fabric reinforcing in longest practical lengths. Offset end laps in adjacent widths to prevent continuous lap.

E. Do not displace or damage vapor retarder.

F. Locate splices not indicated on Drawings at points of minimum stress.

G. Clean and re-protect galvanized and epoxy coated surfaces cut or damaged during installation.

END OF SECTION 03 20 00

Granite School District PERIMETER SECURITY UPGRADE Rev. February 19, 2025

CAST-IN-PLACE CONCRETE 03 30 00-1

SECTION 03 30 00

CAST-IN-PLACE CONCRETE

1. Cast-in-place concrete for piers, foundations, paving, slabs on grade, structural frame, and supported slabs.

2. Equipment pads.

3. Bases for flagpoles and lighting fixtures.

2. Section 03 10 00 – Concrete Forming

3. Section 03 20 00 – Concrete Reinforcing

4. Section 03 35 00 – Concrete Finishing

1. 117 - Specification for Tolerances for Concrete Construction and Materials.

2. 301 - Structural Concrete for Buildings.

3. 305R - Hot Weather Concreting.

4. 306R - Cold Weather Concreting.

5. 308 - Standard Practice for Curing Concrete.

6. 318 - Building Code Requirements for Structural Concrete.

1. C31 - Standard Test Method for Method of Making and Curing Concrete Test Specimens in the Field.

2. C33 - Standard Specification for Concrete Aggregates.

3. C39 - Standard Test Method for Test Method for Compressive Strength of

Cylindrical Concrete Specimens.

4. C94 - Standard Specification for Ready-Mixed Concrete.

5. C143 - Standard Test Method for Slump of Portland Cement Concrete.

6. C150 - Standard Specification for Portland Cement.

7. C171 - Standard Specification for Sheet Materials for Curing Concrete.

8. C172 - Standard Test Method for Method of Sampling Freshly Mixed Concrete.

9. C231 - Standard Test Method for Air Content of Freshly Mixed Concrete by the

Pressure Method.

10. C260 - Standard Specification for Air-Entraining Admixtures for Concrete.

11. C309 - Standard Specification for Liquid Membrane-Forming Compounds for

Curing Concrete.

12. C330 - Standard Specification for Lightweight Aggregates for Structural

Concrete.

13. C494 - Standard Specification for Chemical Admixtures for Concrete.

CAST-IN-PLACE CONCRETE 03 30 00-2

14. C618 - Standard Specification for Fly Ash and Raw or Calcined Natural Pozzolans for Use as a Mineral Admixture in Portland Cement Concrete.

15. C1116/1116M - Standard Specification for Fiber-Reinforced Concrete and Shotcrete.

16. D1752 - Standard Specification for Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction.

1. Concrete Mix Designs. Include:

a. Proportions of cement, fine and coarse aggregates, [fibrous reinforcing,] and water.

b. Combined aggregate gradation.

c. Aggregate specific gravities and gradations.

d. Water/cement ratio, design strength, slump, and air content.

e. Type of cement and aggregates.

f. Air dry density and split cylinder ratio for lightweight concrete.

g. Type and proportion of admixtures.

h. Special requirements for pumping.

i. Range of ambient temperature and humidity for which design is valid.

j. Special characteristics of mix requiring precautions in mixing, placing, or finishing techniques to achieve finished product.

1.4 QUALITY ASSURANCE

A. Concrete Mix Design: In accordance with ACI 301, Method 1 or 2.

1.5 DELIVERY, STORAGE AND HANDLING

A. Mix and deliver concrete to project ready mixed in accordance with ASTM C94.

B. Schedule delivery so that pours will not be interrupted for over 15 minutes.

C. Place concrete on site within 90 minutes after proportioning materials at batch plant.

1.6 PROJECT CONDITIONS

A. Cold Weather Placement: Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. Comply with ACI 306R and following requirements:

1. Air temperature at or expected to fall below 40 degrees F, uniformly heat water and aggregates before mixing to obtain a concrete mixture temperature of not less than 50 degrees F and not more than 80 degrees F at point of placement.

2. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials.

3. Do not use calcium chloride, salt, and other materials containing antifreeze agents or chemical accelerators unless otherwise accepted in mix designs.

CAST-IN-PLACE CONCRETE 03 30 00-3

B. Hot Weather Placement: Place concrete in accordance with ACI 305R and following requirements:

1. Cool ingredients before mixing to maintain concrete temperature at time of placement below 90 degrees F. Use chilled mixing water or chopped ice if water equivalent of ice is calculated in total amount of mixing water.

2. If required, cover reinforcing steel with water-soaked burlap so that steel temperature will not exceed ambient air temperature.

3. Fog spray forms, reinforcing steel, and subgrade just before concrete is placed.

4. Use water-reducing retarding admixture when required by high temperatures, low humidity, or other adverse placing conditions.

A. Acceptable Manufacturers - Concrete Chemicals:

1. BASF Corporation. (www.buildingsystems.basf.com)

2. Dayton Superior. (www.daytonsuperior.com)

3. W. R. Meadows, Inc. (www.wrmeadows.com)

4. Meadow Burke. (www.meadowburke.com)

5. Nox-Crete Products Group. (www.nox-crete.com)

B. Substitutions: Under provisions of Division 01.

A. Portland Cement: ASTM C150, Type I or II, gray color.

B. Aggregates:

1. Fine: ASTM C33, clean, hard, durable, uncoated natural sand, free from silt, loam, clay and other materials with deleterious reactivity to alkali in cement.

2. Coarse: ASTM C33, clean, hard, durable, uncoated crushed stone, Class 3S or better, graded, maximum size 1-inch nominal unless otherwise indicated in General Structural Notes.

3. Lightweight: ASTM C330, expanded shale or clay produced by rotary kiln method, 3/4-inch nominal maximum aggregate size.

C. Fly Ash: ASTM C618, Class C or F.

2.3 ACCESSORIES

A. Water: Clean and potable, ASTM C94.

B. Admixtures:

1. Water reducing or water reducing/set retarding: ASTM C494, Type A or D.

2. Retarding: ASTM C494, Type B.

3. High-range, water reducing: ASTM C494, Type F.

4. High-range, water reducing/set retarding: ASTM C494, Type G.

5. Air entraining: ASTM C260.

CAST-IN-PLACE CONCRETE 03 30 00-4

C. Expansion Joint Filler: ASTM D1752, non-asphaltic type.

D. Non-Shrink Grout: Premixed, consisting of non-metallic aggregate, cement, water reducing and plasticizing agents; minimum 7,000 psi compressive strength at 28 days.

E. Bonding Agent: Two component modified epoxy resin.

F. Curing Compound: ASTM C309, water-based type. Membrane-forming, non-dissipating curing compound, Type 1, Class B, certified by manufacturer to not interfere with bonding of floor coverings.

G. Curing Paper: ASTM C171, waterproof paper or polyethylene film.

1. Color:

a. Ambient temperature below 50 degrees F: Black.

b. Ambient temperature between 50 degrees F and 85 degrees F: Any color.

c. Ambient temperature above 85 degrees F: White.

2.4 MIXES

A. Prepare design mixes for each type and strength of concrete, portion on the basis of laboratory trial mixture or field test data, or both in accordance with ACI 301. Use a qualified testing agency for preparing and reporting proposed mixture designs, based on laboratory trial mixtures.

B. Design concrete to yield characteristics scheduled at end of Section or as indicated on Drawings.

C. Air Entrained Concrete: Provide air entraining admixture to comply with ASTM C260.

Air content tolerance as delivered shall be +/- 1.5%.

D. Use accelerating admixture in cold weather only when approved by Architect. Use of admixtures will not reduce cold weather placement requirements.

E. Fly Ash Content: Maximum 25 percent by weight of cementitious material in mix.

A. Notify Architect and Testing Laboratory minimum 24 hours prior to placing concrete.

B. Accurately position anchor bolts, sleeves, conduit, inserts, and accessories. Do not cut reinforcing steel to facilitate installation of inserts or accessories.

C. Remove water and debris from forms and excavations.

D. Close openings left in forms for cleaning and inspection.

CAST-IN-PLACE CONCRETE 03 30 00-5

E. Prepare previously placed and existing concrete surfaces by cleaning with steel wire brush and applying bonding agent in accordance with manufacturer's instructions.

F. Where new concrete is doweled to existing, drill holes in existing concrete, insert steel dowels, and pack holes solid with non-shrink grout.

3.2 PLACEMENT OF CONCRETE

A. Place concrete in accordance with ACI 301 and ACI 318.

B. Ensure reinforcement, inserts, and embedded parts are not disturbed during concrete placement.

C. Deposit concrete as nearly as possible in its final position to minimize handling and flowing.

D. Place concrete continuously between predetermined expansion, control, and construction joints.

E. Do not place partially hardened, contaminated, or retempered concrete.

F. Do not allow concrete to free fall over eight (8) feet; provide tremies, chutes, or other means of conveyance.

G. Consolidate concrete with mechanical vibrating equipment. Hand compact in corners and angles of forms.

3.3 PLACEMENT OF SEPARATE FLOOR TOPPINGS

A. Prior to placing toppings, remove deleterious material from concrete substrates;

broom surfaces clean.

B. Apply bonding agent to concrete substrate; follow manufacturer's instructions.

C. Place divider strips and reinforcing.

D. Place toppings to required lines and elevations; screed level, to tolerance to conform to ACI 117.

3.4 PLACEMENT OF GROUT

A. Remove loose and foreign matter from concrete; lightly roughen bonding surface.

B. Just prior to grouting, thoroughly wet concrete surfaces; remove excess water.

C. Mix grout in accordance with manufacturer's instructions. Do not retemper.

D. Place grout continuously, by most practical means; avoid entrapped air. Do not vibrate grout.

CAST-IN-PLACE CONCRETE 03 30 00-6

3.5 PROTECTION

A. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury.

B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete.

C. Provide artificial heat to maintain temperature of concrete above minimum specified temperature for duration of curing period.

D. Keep forms sufficiently wet to prevent cracking of concrete or loosening of form joints.

3.6 CURING

A. Cure concrete in accordance with ACI 308:

1. Horizontal surfaces:

a. Surfaces to receive additional toppings or setting beds: Use curing paper method.

b. Other surfaces: Use either curing paper or curing compound method.

2. Vertical surfaces: Use either wet curing or curing compound method.

B. Curing Compound Method:

1. Spray compound on surfaces in two coats, applying second at right angle to first, at minimum rate recommended by manufacturer.

2. Restrict traffic on surfaces during curing.

C. Curing Paper Method:

1. Spread curing paper over surfaces, lapping ends and sides minimum 4 inches;

maintain in place by use of weights.

2. Remove paper after curing.

D. Wet Curing Method: Spray water over surfaces and maintain wet for 7 days.

3.7 CLEANING

A. Remove efflorescence, stains, oil, grease, and foreign materials from exposed surfaces.

3.8 FIELD QUALITY CONTROL

A. Testing and Inspection Services:

1. Certify each delivery ticket.

2. Record time at which concrete was discharged from truck.

3. Monitor and record amount of water and water reducing admixture added to concrete at project site.

4. Determine ambient temperature and temperature of concrete sample for each set of test cylinders.

5. Test cylinders:

CAST-IN-PLACE CONCRETE 03 30 00-7

a. Make test cylinders in accordance with ASTM C172; one set of 3 cylinders for each different class of concrete exceeding 5 cubic yards, but less than 25 cubic yards, plus one set for each additional 50 cubic yards or fraction thereof placed in any one day.

b. Mold and cure cylinders in accordance with ASTM C31; test cylinders in accordance with ASTM C39; one at 7 days and two at 28 days.

6. Slump tests: Make slump tests at beginning of each day's placement and for each set of test cylinders in accordance with ASTM C143.

7. Air content: Determine total air content of air entrained concrete for each strength test in accordance with ASTM C231.

3.9 CONCRETE SCHEDULE

Minimum 28 Day Compressive Strength

Slump Limit

Maximum W/C Ratio Air Content Uses

3,000 psi 4”, max. 0.50 - Piers, footings

4,500 psi 4”, max. 0.50 - Mat footings

3,000 psi 4”, max. 0.45 - Interior slabs on grade, concrete over steel deck

4,000 psi 4”, max. 0.45 - Walls, columns, joists, beams, elevated slabs, and equipment bases

4,500 psi 4”, max. 0.45 6% Exterior walls and columns, all other site cast concrete

Slump limit is prior to addition of plasticizers and water reducing admixtures. Concrete supplier shall indicate the final slump of each concrete mix in the submitted mix design.

END OF SECTION 03 30 00

Granite School District PERIMETER SECURITY UPGRADE Rev. February 21, 2025

CONCRETE FINISHING 03 35 00-1

SECTION 03 35 00

CONCRETE FINISHING

1. Finishing concrete slabs and formed surfaces.

2. Section 03 30…