Palladium - CD - Specifications.pdf

Earl Swensson Associates, Inc.

James Todd Robinson, architect

1033 Demonbreun Street Suite 800 Nashville, Tennessee 37203 Firm License No. AAC001464

615/329-9445

615/329-0046 FAX

www.esarch.com

CONSTRUCTION DOCUMENTS

SPECIFICATION FOR

PALLADIUM THEATRE AT

ST. PETERSBURG COLLEGE

HOUGH HALL RENOVATION

ST. PETERSBURG, FLORIDA

JOB NO. 22053.00

JUNE 14, 2024

Hough Hall Renovation Construction Documents Palladium Theatre at St. Petersburg College ESa Project No. 22053.00 000050 - 1 June 14, 2024

Note: This is a consolidated index included for convenience which contains the various Specification Sections that may or may not be contracted through the Architect.

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

000000 Cover Sheet ESa 000050 Table of Contents ESa 007200 General Conditions ESa

DIVISION 01 - GENERAL REQUIREMENTS

011000 Summary ESa 012000 Price And Payment Procedures ESa 012100 Allowances ESa 012500 Substitution Procedures ESa 012520 Weather Delays ESa 013000 Administrative Requirements ESa 013216 Construction Progress Schedule ESa 013553 Security Procedures ESa 014000 Quality Requirements ESa 014529 Structural Testing and Inspections WPM 014533 Code-Required Special Inspections And Procedures ESa 015000 Temporary Facilities And Controls ESa 015719 Temporary Environmental Controls ESa 016000 Product Requirements ESa 017000 Execution And Closeout Requirements ESa 017123 Field Engineering ESa 017419 Construction Waste Management And Disposal ESa 017800 Closeout Submittals ESa 017900 Demonstration And Training ESa 018002 Florida Building Code Product Approvals ESa 019113 General Commissioning Requirements ESa

DIVISION 02 - EXISTING CONDITIONS

024100 Demolition ESa

DIVISION 05 - METALS

051200 Structural Steel Framing WPM 055305 Metal Gratings and Floor Plates ESa 057000 Decorative Metal ESa

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

060573 Wood Treatment ESa 061000 Rough Carpentry ESa 062000 Finish Carpentry ESa

ESa Project No. 22053.00 000050 - 2 June 14, 2024

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

072100 Thermal Insulation ESa 079200 Joint Sealants ESa

DIVISION 08 - OPENINGS

081113 Hollow Metal Doors And Frames ESa 081300 Sound Control Door Assemblies ESa 081433 Stile And Rail Wood Doors Esa 087100 Door Hardware MJW

DIVISION 09 - FINISHES

092116 Gypsum Board Assemblies ESa 092216 Non-Structural Metal Framing ESa 092236 Lath ESa 092300 Gypsum Plastering ESa 092700 Plaster Fabrications ESa 096813 Tile Carpeting ESa 098430 Sound-Absorbing Wall And Ceiling Units ESa 099123 Interior Painting ESa

DIVISION 10 - SPECIALTIES

Not Used

DIVISION 11 - EQUIPMENT

116133 Rigging Systems and Draperies Stages

DIVISION 12 - FURNISHINGS

126113 Fixed Audience Seating Stages

DIVISION 21 - FIRE SUPPRESSION

210500 Common Work Results for Fire Suppression VAI 210517 Sleeves and Sleeve Seals for Fire-Suppression Piping VAI 211313 Wet-Pipe Sprinkler Systems VAI

DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONING

230100 Common Work Results for Fire Suppression VAI 230500 Basic Mechanical Materials And Methods VAI 230515 Instructions And Maintenance Manuals VAI 230518 Condensate Piping VAI 230523 Valves, Cocks And Specialties VAI 230529 Hangers And Supports VAI 230593 Performance Verification, Preliminary VAI 230594 Performance Verification, Final VAI 230700 Insulation VAI 232313 Refrigerant Pipe, Valves And Specialties VAI

ESa Project No. 22053.00 000050 - 3 June 14, 2024

233100 Ductwork VAI 233300 Duct System Accessories VAI 233319 Sound Attenuators VAI 233713 Air Distribution Devices VAI 238143 Ductless Split System VAI

DIVISION 26 - ELECTRICAL

260505 Selective Demolition for Electrical VAI 260519 Low-Voltage Electrical Power Conductors and Cables VAI

260519.13 Undercarpet Electrical Power Cables VAI

260526 Grounding and Bonding for Electrical Systems VAI 260529 Hangers and Support for Electrical Systems VAI

260533.13 Conduit for Electrical Systems VAI

260533.16 Boxes for Electrical Systems VAI

260533.23 Surface Raceway for Electrical Systems VAI

260539 Underfloor Raceways for Electrical Systems VAI 260553 Identification for Electrical Systems VAI 260573 Power Systems Studies VAI 260583 Wiring Connections VAI 260916 Electric Controls And Relays VAI 260923 Lighting Control Devices VAI 260961 Performance Lighting Systems Stages 260963 Performance Lighting Systems Installation Stages 262200 Low-Voltage Transformers VAI 262416 Panelboards VAI 262726 Wiring Devices VAI 263323 Central Battery Equipment VAI 265100 Interior Lighting VAI 266010 Rigging Systems Electrical Work Stages

DIVISION 27 - COMMUNICATIONS

274100 Audio Video Systems AKS

END OF SECTION 000050

Palladium Theater at St. Petersburg College ESa Project No. 22053.00 007200 - 1 June 14, 2024

SECTION 007200

GENERAL CONDITIONS

FORM OF GENERAL CONDITIONS

1.01 THE GENERAL CONDITIONS APPLICABLE TO THIS CONTRACT WILL BE AIA - A201 - 2007

GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION.

A. Copies are aviable thru the AIA web site. (www.aia.org/contractdocs/)

1.02 RELATED REQUIREMENTS

A. Section 009000 - Special Conditions.

1.03 SUPPLEMENTARY CONDITIONS

A. Refer to Section 009000 Special Conditions for amendments to these General Conditions.

END OF SECTION

ESa Project No. 22053.00 011000 - 1 June 14, 2024

SECTION 011000

SUMMARY

PART 1 GENERAL

1.01 PROJECT

A. The Project consists of the renovation of the auditorium ceiling & attic, balcony overbuild, acoustic door replacement, replacement of auditorium seating, and technical back of house spaces. .

1.02 DESCRIPTION OF ALTERATIONS WORK

A. Owner will remove the following items before start of work:

1. Pipe Organ Equipment from Organ Loft .

B. Contractor is required to remove and store the following prior to start of work, for later reinstallation by Contractor:

1. Push plates of the doors being replaced in the auditorium. .

2. Pulls of the doors being replaced in the auditorium .

1.03 OWNER OCCUPANCY

A. Owner intends to continue to occupy adjacent portions of the existing building,during the entire construction period .

B. Owner intends to occupy the Project upon Substantial Completion.

C. Cooperate with Owner to minimize conflict and to facilitate Owner's operations.

D. Schedule the Work to accommodate Owner occupancy.

1.04 CONTRACTOR USE OF SITE AND PREMISES

A. Construction Operations: Limited to areas noted on Drawings.

1. Locate and conduct construction activities in ways that will limit disturbance to site.

2. Coordinate after hours construction with Owner to limit disturbances during performances.

B. Arrange use of site and premises to allow:

1. Owner occupancy.

2. Use of the Stavros Great Room and Lobby for performances.

a. Coordinate shared use of the Lobby to allow for access when there are performances in the Stavros Great Room. This includes access to the main bathrooms during performances. Lobby to be clear of clear of construction debris and materials during performances in Stavros Great Room.

3. Use of site and premises by the public.

a. Back of House spaces on the Stavros, Lobby, Orchestra, and Balcony levels.

b. Stavros Great Room, Lobby, and adjacent spaces.

C. Provide access to and from site as required by law and by Owner:

1. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered.

2. Do not obstruct roadways, sidewalks, or other public ways without permit.

D. Storage allowed only in work areas designate on the plans.

E. Time Restrictions:

1. See Seciton 009000 Special Conditions for scheduling requirements; coordinate with

Owner.

2. Limit conduct of especially noisy work to hours governed by local ordinances. Coordinate with Owner any work procedures that are noisy, creates odoriferous fumes, or produces a condition that would be disruptive to class sessions or staff occupancy that may need to occur after hours, as necessary. See Section 009000 Special Conditions for additional requirements.

3. Use of the lobby during after hours must be coordinated with Owner.

ESa Project No. 22053.00 011000 - 2 June 14, 2024

F. Utility Outages and Shutdown:

1. Do not disrupt or shut down life safety systems, including but not limited to fire sprinklers and fire alarm system, without 7 days notice to Owner and authorities having jurisdiction.

See Section 009000 Special Conditions for additional requirements.

2. Prevent accidental disruption of utility services to other facilities.

1.05 SPECIFICATION SECTIONS APPLICABLE TO EVERY CONTRACT

A. Section 012000 - Price and Payment Procedures.

B. Section 013000 - Administrative Requirements.

C. Section 014000 - Quality Requirements.

D. Section 015000 - Temporary Facilities and Controls.

E. Section 016000 - Product Requirements.

F. Section 017000 - Execution and Closeout Requirements.

G. Section 017800 - Closeout Submittals.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

ESa Project No. 22053.00 012000 - 1 June 14, 2024

SECTION 012000

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Procedures for preparation and submittal of applications for progress payments.

B. Documentation of changes in Contract Sum and Contract Time.

C. Change procedures.

D. Correlation of Contractor submittals based on changes.

E. Procedures for preparation and submittal of application for final payment.

1.02 RELATED REQUIREMENTS

A. Section 012100 - Allowances: Payment procedures relating to allowances.

B. Section 012200 - Unit Prices: Monetary values of unit prices; Payment and modification procedures relating to unit prices.

1.03 SCHEDULE OF VALUES

A. Use Schedule of Values Form: AIA G703, edition stipulated in the Agreement.

B. Forms filled out by hand will not be accepted.

C. Submit Schedule of Values in duplicate within 15 days after date of Owner-Contractor Agreement . Coordinate with Owner and Lending Institution for any additional breakdown requirements.

D. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number and title of the specification section. Identify site mobilization.

E. Include in each line item, the amount of Allowances specified in this section. For unit cost Allowances, identify quantities taken from Contract Documents multiplied by the unit cost to achieve the total for the item.

F. Include separately from each line item, a direct proportional amount of Contractor's overhead and profit.

G. Contractor shall submit any deviations or exclusions from Contract Documents to the Owner and Architect prior to submitting Schedule of Values.

H. Revise schedule to list approved Change Orders, with each Application For Payment.

1.04 APPLICATIONS FOR PROGRESS PAYMENTS

A. Payment Period: Submit at intervals stipulated in the Agreement.

B. Use Form AIA G702 and Form AIA G703, edition stipulated in the Agreement.

C. Forms filled out by hand will not be accepted.

D. For each item, provide a column for listing each of the following:

1. Item Number.

2. Description of work.

3. Scheduled Values.

4. Previous Applications.

5. Work in Place and Stored Materials under this Application.

6. Authorized Change Orders.

7. Total Completed and Stored to Date of Application.

8. Percentage of Completion.

9. Balance to Finish.

10. Retainage.

E. Execute certification by signature of authorized officer.

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F. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed and for stored products.

G. List each authorized Change Order as a separate line item, listing Change Order number and dollar amount as for an original item of work.

H. Submit one electronic hard-copy of each Application for Payment via method outlined below:

1. Contractor shall submit Payment Applications to Construction Contract Administrator

(CCA) via email.

I. Include the following with the application:

1. Transmittal letter as specified for submittals in Section 013000.

2. Construction progress schedule, revised and current as specified in Section 013000.

3. Current construction photographs specified in Section 013000.

4. Partial release of liens from major subcontractors and vendors.

5. Project record documents as specified in Section 017800, for review by Owner at the

Project Job Site.

6. Affidavits attesting to off-site stored products.

J. When Owner or Architect requires substantiating information, submit data justifying dollar amounts in question. Provide one copy of data with cover letter for each copy of submittal.

Show application number and date, and line item by number and description.

1.05 MODIFICATION PROCEDURES

A. Submit name of the individual authorized to receive change documents and who will be responsible for informing others in Contractor's employ or subcontractors of changes to Contract Documents.

B. For minor changes not involving an adjustment to the Contract Sum or Contract Time, Architect will issue "ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS" directly to Contractor.

C. For other required changes, Architect will issue a document signed by Owner instructing Contractor to proceed with the change, for subsequent inclusion in a Change Order.

1. The document will describe the required changes and will designate method of determining any change in Contract Sum or Contract Time.

2. Promptly execute the change.

D. Contractor may propose a change by submitting a "PROPOSAL REQUEST" to Architect , describing the proposed change and its full effect on the Work, with a statement describing the reason for the change, and any effect on the Contract Sum and Contract Time with full documentation and a statement describing the effect on Work by separate or other contractors .

Document any requested substitutions in accordance with Section 01 6000.

1. Contractor shall submit "PROPOSAL REQUEST" via web-based platform described below:

a. www.smartsheet.com

b. The Construction Contract Administrator (CCA) shall provide the web address, specific to the Project, to the Contractor at the Project's Kick-off Meeting. The CCA shall also provide the Contractor with how-to instructions; training may be provided on an as-needed basis.

c. Contractor shall input the following information on the web-based platform:

1) Name of person submitting the Proposal Request.

2) Email address.

3) Proposal Request number.

4) Proposal Request title.

5) Reason for the Proposal Request.

6) PDF attachment. NOTE: The single PDF attachment shall include all of the

Prosposal Request content specfied herein.

2. Contractor shall formally submit and include approved Proposal Requests as a Change

Order.

ESa Project No. 22053.00 012000 - 3 June 14, 2024

E. Computation of Change in Contract Amount: As specified in the Agreement and Conditions of the Contract.

1. For change requested by Architect for work falling under a fixed price contract, the amount will be based on Contractor's price quotation.

2. For change requested by Contractor , the amount will be based on the Contractor 's request for a Change Order as approved by Architect and/or Owner.

3. For pre-determined unit prices and quantities, the amount will based on the fixed unit prices.

F. Substantiation of Costs: Provide full information required for evaluation.

1. On request, provide the following data:

a. Quantities of products, labor, and equipment.

b. Taxes, insurance, and bonds.

c. Overhead and profit.

d. Justification for any change in Contract Time. Only delays that are determined to extend the critical path of the Project schedule may result in a time extension, if approved.

e. Credit for deletions from Contract, similarly documented.

2. Support each claim for additional costs with additional information:

a. Origin and date of claim.

b. Dates and times work was performed, and by whom.

c. Time records and wage rates paid.

d. Invoices and receipts for products, equipment, and subcontracts, similarly documented.

3. For Time and Material work, submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract.

G. Preparation and execution of CHANGE ORDERS: Contractor shall prepare, sign, and send Change Orders to Architect for approval via the method outlined below. Architect shall review Change Orders and, upon approval, send to Owner for final execution.

1. Contractor shall submit "CHANGE ORDER" via web-based platform www.smartsheet.com.

a. The Construction Contract Administrator (CCA) shall provide the web address, specific to the Project, to the Contractor at the Project's Kick-off Meeting. The CCA shall also provide the Contractor with how-to instructions; training may be provided on an as-needed basis.

H. After execution of Change Order, promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum.

I. Promptly revise progress/construction schedules to reflect any change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit.

J. Promptly enter changes in Project Record Documents.

1.06 APPLICATION FOR FINAL PAYMENT

A. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Sum, previous payments, and sum remaining due.

B. Application for Final Payment will not be considered until the following have been accomplished:

1. All closeout procedures specified in Section 017000.

PART 2 PRODUCTS - NOT USED

ESa Project No. 22053.00 012100 - 1 June 14, 2024

SECTION 012100

ALLOWANCES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Contingency allowance.

B. Inspecting and testing allowances.

1.02 RELATED REQUIREMENTS

A. Section 012000 - Price and Payment Procedures: Additional payment and modification procedures.

1.03 CONTINGENCY ALLOWANCE

A. Funds will be drawn from the Contingency Allowance only by Change Order.

B. At closeout of Contract, funds remaining in Contingency Allowance will be credited to Owner by Change Order.

1.04 INSPECTING AND TESTING ALLOWANCES

A. Costs Included in Inspecting and Testing Allowances: Cost of engaging an inspecting or testing agency; execution of inspecting and tests; and reporting results.

1.05 ALLOWANCES SCHEDULE

A. Contingency Allowance: Include the stipulated sum/price to be determined by Owner.

PART 2 PRODUCTS - NOT USED

ESa Project No. 22053.00 012500 - 1 June 14, 2024

SECTION 012500

SUBSTITUTION PROCEDURES

PART 1 - GENERAL

1.01 RELATED DOCUMENTS

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

1.02 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.

B. Related Requirements:

1. Section 012100 - Allowances : requirements for products selected under an allowance.

2. Section 012300 - Alternates ; requirements for products selected under an alternate.

3. Section 016000 - Product Requirements for fundemental requirements for submitting comparable product submittals for products by listed manufacturers.

1.03 DEFINITIONS

A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor.

1. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.

2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner.

1.04 ACTION SUBMITTALS

A. Substitution Requests: Identify product or fabrication or installation method to be replaced.

Include Specification Section number and title and Drawing numbers and titles.

1. Substitution Request Form: Contractor shall use the Substitution Request Form included in Part 3 of this Section.

2. Documentation: Show compliance with requirements for substitutions and the following, as applicable:

a. Statement indicating why specified product or fabrication or installation cannot be provided, if applicable.

b. Detailed comparison of significant qualities of proposed substitution with those of the

Work specified. Include annotated copy of applicable Specification Section.

Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.

c. Product Data, including drawings and descriptions of products and fabrication and installation procedures.

d. Samples, where applicable or requested.

e. Certificates and qualification data, where applicable or requested.

f. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners.

g. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated.

h. Research reports evidencing compliance with building code in effect for Project, from

ICC-ES or other applicable code organizations including, but not limited to:

1) Florida Notice of Acceptance

2) Underwriters Laboratory (UL)

3) Owner's insurer

ESa Project No. 22053.00 012500 - 2 June 14, 2024

i. Detailed comparison of Contractor's construction schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery. Contractor to verify if additional design time, coordination time and evaluation time will be required for substitution.

j. Failure of the construction team to research foreseeable lead times in advance and later find that a specified item cannot be obtained in a timely manner is not an acceptable reason to request a substitution. See Section 013216 for additional construction progress schedule requirements.

k. System/Product Cost information, including additional design/re-design compensation, including a proposal of change, if any, in the Contract Sum.

l. Contractor's certification that proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated.

m. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

3. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within seven days of receipt of a request for substitution.

Architect will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or 15 days of receipt of additional information or documentation, whichever is later.

a. Forms of Acceptance: Change Order, Construction Change Directive, or Architect's

Supplemental Instructions for minor changes in the Work.

b. Use product specified if Architect does not issue a decision on use of a proposed substitution within time allocated.

1.05 QUALITY ASSURANCE

A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.

1.06 PROCEDURES

A. Coordination: Revise or adjust affected work as necessary to integrate work of the approved substitutions.

PART 2 - PRODUCTS

2.01 SUBSTITUTIONS

A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 days prior to time required for preparation and review of related submittals.

1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements:

a. Requested substitution is consistent with the Contract Documents and will produce indicated results.

b. Substitution request is fully documented and properly submitted.

c. Requested substitution will not adversely affect Contractor's construction schedule.

d. Requested substitution has received necessary approvals of authorities having jurisdiction.

e. Requested substitution is compatible with other portions of the Work.

f. Requested substitution has been coordinated with other portions of the Work.

g. Requested substitution provides specified warranty.

ESa Project No. 22053.00 012500 - 3 June 14, 2024

h. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

B. Substitutions for Convenience: Not allowed unless otherwise indicated.

C. Substitutions for Cause and/or Convenience: Architect will consider requests for substitution if received within 60 days after the Notice of Award . Requests received after that time may be considered or rejected at discretion of Architect.

1. Conditions: Architect will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Architect will return requests without action, except to record noncompliance with these requirements:

a. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Architect for redesign and/or other Design Team member’s evaluation services, increased cost of other construction by Owner, and similar considerations.

b. Requested substitution does not require extensive revisions to the Contract Documents.

c. Requested substitution is consistent with the Contract Documents and will produce indicated results including Assembly System and Warranty requirements.

d. Substitution request is fully documented and properly submitted.

e. Requested substitution will not adversely affect Contractor's construction schedule.

f. Requested substitution has received necessary approvals of authorities having jurisdiction.

g. Requested substitution is compatible with other portions of the Work.

h. Requested substitution has been coordinated with other portions of the Work.

i. Requested substitution provides specified warranty.

j. If requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, and is acceptable to all contractors involved.

ESa Project No. 22053.00 012500 - 4 June 14, 2024

PART 3 - EXECUTION

3.01 PRODUCT SUBSTITUTION/COMPARABLE PRODUCT REQUEST FORM

A. ALL CONDITIONS LISTED IN “PRODUCT SUBSTITUTIONS” OR “COMPARABLE

PRODUCTS” ARTICLES IN DIVISION 01 SECTION 016000 – PRODUCT REQUIREMENTS -

MUST BE SATISFIED IN FULL PRIOR TO ARCHITECT’S CONSIDERATION OF THE

PRODUCT SUBSTITUTION/COMPARABLE PRODUCT REQUEST. IF ALL SUCH

CONDITIONS ARE NOT MET, THE PRODUCT SUBSTITUTION/COMPARABLE PRODUCT

REQUEST IS NOT ACCOMPANIED BY THIS FORM, AND/OR THIS FORM IS NOT

COMPLETED IN DETAIL OR ACCOMPANIED WITH SUFFICIENT SUPPORTING DATA,

THE REQUEST WILL BE RETURNED WITHOUT ACTION.

B. PROJECT INFORMATION

1. Date: __________________

2. Project: ___________________________________

3. ESa Project No.: __________________

4. Owner: ___________________________________

5. Project Location: _____________________

6. Architect:

Earl Swensson Associates, Inc.

1033 Demonbreun Street Suite 800 Nashville, TN 37203

7. Contractor: ________________________________

8. Telephone No.: _________________

9. To: ______________________________________

10. From: _____________________________

C. CONTRACTOR'S REQUEST, WITH SUPPORTING DATA

1. Spec. Section Number / Title / Article / Paragraph / Subparagraph No. to which this request applies:

a. (Example: 079200/Joint Sealants / 2.3 / A / 4 / b):

1) Product data describing specified product AND proposed substitution/comparable product is attached for comparison including product description, specification data, illustrations, reference standards, and performance and test data for each.

2) Sample is attached:

Sample will be provided if requested by Architect:___________________

2. Itemized comparison of proposed substitution/comparable product with specified item (Refer to “Submittals” Article):

a. Data Relative to Specified Item:

1) Name, Brand:

2) Catalog No.:

3) Manufacturer:

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4) Data Relative to Proposed Substitution/Comparable Product:

(a) Name, Brand:

(b) Catalog No.:

(c) Manufacturer:

5) Significant variations, including elements such as size, weight, material, durability, performance, visual effect, cost, etc.:

(a) ____________________________________________________________

(b) ____________________________________________________________

(c) ____________________________________________________________

(d) ____________________________________________________________

3. Reason for substitution/comparable product request:

a. ___________________________________________________________________

b. ___________________________________________________________________

c. ___________________________________________________________________

d. ___________________________________________________________________

4. Proposed change in Contract Sum:

a. Credit to Owner $_________ ________________

b. Additional Cost to Owner $ ________________

5. Proposed change in Contract Time ___________________________________________

6. Effect of proposed substitution/comparable product to the Work:

a. Changes or modifications required to other parts of the Work:

1) _______________________________________________________________

2) _______________________________________________________________

3) _______________________________________________________________

b. Changes or modifications required to other Contracts:

1) _______________________________________________________________

2) _______________________________________________________________

3) _______________________________________________________________

4) _______________________________________________________________

7. CONTRACTOR'S STATEMENT OF CONFORMANCE

a. The undersigned has investigated the proposed substitution/comparable product and:

b. believe and certify that it is equal or superior in all respects to the originally specified product, except as stated in line item no. 2 above;

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c. certify that it will perform adequately in the application indicated;

d. will provide, at a minimum, the same warranty or guarantee as required in the

Contract Documents;

e. have included all cost data and cost implications of the proposed substitution/comparable product, including, if required, costs to other contractors, redesign, building enclosure funcitonal performance testing, and special inspection costs caused by the use of this product;

f. will coordinate the incorporation of the proposed substitution/comparable product in the Work;

g. will modify other parts of the Work as may be needed to make all parts of the Work complete and functioning;

h. waive future claims for added cost to Owner caused by the proposed substitution/comparable product.

8. CONTRACTOR: __________________________________ DATE: ___________

D. ARCHITECT'S REVIEW AND ACTION

1. The proposed substitution/comparable product is approved.

2. The proposed substitution/comparable product is approved, with the following conditions:

a. ________________________________________________________________

b. ________________________________________________________________

c. ________________________________________________________________

3. Provide more information in the following categories and resubmit:

a. ________________________________________________________________

b. ________________________________________________________________

c. ________________________________________________________________

4. Sign Contractor's Statement of Conformance and resubmit.

5. The proposed substitution/comparable product is rejected for the following reasons:

a. ________________________________________________________________

b. ________________________________________________________________

c. ________________________________________________________________

E. The following changes will be made by Change Order:

1. Addition to the Contract Sum in the amount of: $______________

2. Deduction from the Contract Sum in the amount of: ($_____________)

3. Addition to the Contract Time in the amount of: ______________ calendar days.

4. Deduction from the Contract Time in the amount of: $( ) calendar days.

F. Architect: ______________________________________________

Earl Swensson Associates, Inc.

G. Date: _____________

ESa Project No. 22053.00 012500 - 7 June 14, 2024

END OF SECTION 012500

ESa Project No. 22053.00 012520 - 1 June 14, 2024

SECTION 012520

WEATHER DELAYS

PART 1 GENERAL

1.01 RELATED DOCUMENTS

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

1.02 SUMMARY

A. This Section includes requirements for Contractor requested weather delay days due to adverse weather conditions.

1.03 RELATED SECTIONS

A. Following are related Sections that contain additional Contractor requirements. Not all of these listed Sections may apply to this Project nor are they being represented as being all inclusive of every related Section possibly associated with this Section.

1. Section013000 - Administrative Requirements, for Contractor's coordination responsibilities, Contractor’s Construction Schedule and reports, and for preparing and submitting periodic construction photographs.

2. Section 017000 - Execution and Closeout Requirements, for field engineering, progress cleaning, and general requirements for product installation.

1.04 REFERENCE STANDARDS

A. Following are reference standards normally associated with this Section. These Standards may not apply to this Project nor are they being represented as being all inclusive of every reference standard associated with this Section. Refer to Division 00 Section “Supplementary Conditions” Article 1, concerning version of Standards referenced.

1. Project specific federal, state and local codes, guidelines, regulations and standards adopted in the immediate geographic area of the Project, including Authorities having Jurisdiction.

1.05 DEFINITIONS

A. “Rain days” and “snow days” are not specifically defined herein.

B. Weather Delays: Conditions beyond normal weather conditions expected at the site location.

Contractor shall allow for normal inclement weather days in his Construction Schedule and not make claims for weather days except those that are in excess of the normal inclement days from the cumulative days over the course of the entire project.

C. Normal Inclement Weather and Actual Weather Conditions: Data collected by the National Climatic Data Center (NCDC) for the National Oceanic and Atmospheric Administration’s (NOAA) National Weather Service (NWS) Forecast Office. ( www.ncdc.noaa.gov )

1.06 EXTENSIONS OF CONTRACT TIME

A. If the basis exists for an extension of time in accordance with paragraph 8.3-8.3.3 of the General Conditions of the Contract for Construction – AIA Document A201 - 2007 Edition and the applicable General Requirements, or as otherwise stated in the Owner supplied General Conditions, an extension of time on the basis of inclement weather may be granted only for the number of Weather Delay Days in excess of the number of days listed in the Monthly Climatological Summery from NOAA based on a three year average.

B. Contractor shall provide a construction schedule which clearly indicates anticipated Weather Delay Days and Holidays. Contractor shall update their construction schedule for any potential schedule extensions or potential schedule abridgement related to Weather Delays every month if applicable.

C. Weather day extensions will not be granted until all weather delays that were included over the course of the entire construction schedule have been accounted for and depleted.

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1.07 STANDARD BASELINE FOR AVERAGE CLIMATIC RANGE

A. Standard baseline shall be as noted below:

1. Substantiating weather data shall be as provided by the, nearest recording station to the project location, from the National Climatic Data Center (NCDC) for the National Oceanic and Atmospheric Administration’s (NOAA) National Weather Service (NWS) Forecast Office ( www.ncdc.noaa.gov <http://www.ncdc.noaa.gov> .

B. Contractor shall provide a construction schedule which clearly indicates anticipated weather delays days and holidays. Contractor shall update their construction schedule for any potential schedule extensions or potential schedule abridgement related to weather delays every month if applicable.

C. Weather delay extensions will not be granted until all weather delays that were included over the course of the entire constructoin schedule have been accounted for and depleted.

1.08 ADVERSE WEATHER AND WEATHER DELAY DAYS

A. Adverse Weather is defined as the occurrence of one or more of the following conditions which prevents construction activity exposed to weather conditions or access to the site within a twenty-four (24) hour period:

1. Precipitation (rain, snow, or ice) in excess of one-tenth inch (0.10-inch) liquid measure.

2. Temperatures which do not rise above that specified for the day’s construction activity, if such temperature requirement is specified or accepted as standard industry practice.

3. Temperatures which do not rise above 32 degrees F by 10:00 a.m.

4. Sustained wind in excess of twenty-five (25) m.p.h.

B. Adverse Weather may include, if appropriate, “dry-out” or “mud” days:

1. Resulting from precipitation days that occur beyond the standard baseline;

2. Only if there is a hindrance to site access or sitework, such as excavation, backfill, and footings, and Contractor has taken all reasonable accommodations to avoid such hindrance.

3. At a rate no greater than one (1) make-up day for each day or consecutive days of precipitation beyond the standard baseline that total 1.0-inch or more, liquid measure, unless specifically recommended otherwise by the Architect.

C. A Weather Delay Day may be counted if adverse weather prevents work on the project for fifty percent (50%) or more of the contractor’s scheduled workday and critical path construction activities were included in the day’s schedule, including a weekend day or holiday if Contractor has scheduled construction activity that day.

D. Contractor shall take into account that certain construction activities are more affected by adverse weather and seasonal conditions than other activities, and that “dry-out” or “mud” days are not eligible to be counted as a Weather Delay Day until the standard baseline is exceeded.

Hence, Contractor should allow for an appropriate number of additional days associated with the Standard Baseline days in which such applicable construction activities are expected to be prevented and suspended.

1.09 DOCUMENTATION AND SUBMITTALS

CERTIFICATION OF COMPLIANCE: SUBMIT ALL INFORMATION NECESSARY TO INDICATE

FULL COMPLIANCE TO ALL REQUIREMENTS SPECIFIED HEREIN, OTHERWISE,

SUBMITTAL WILL BE RETURNED MARKED ‘REJECTED.’

A. Submit in accordance with the requirements specified in Division 01 Section “Submittal Procedures.”

B. Daily Construction Reports: Organized by month, record daily construction reports showing which and to what extent critical path construction activities have been affected by weather.

Keep record documents on site at all times, and include in Closeout Documents.

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C. Field Condition Reports: Organized by month, report daily jobsite conditions, showing which and to what extent critical path construction activities have been affected by existing field-conditions due to weather. Keep record documents on site at all times, and include in Closeout Documents.

D. Use standard baseline data as noted from NOAA in this Section when documenting actual delays due to weather in excess of the average climatic range.

E. Organize claim and documentation to facilitate evaluation on a basis of calendar month periods, and submit in accordance with the procedures for Claims established in Article 4 of the General Conditions of the Contract for Construction – AIA Document A201 - 2007 Edition and the applicable General Requirements, or as otherwise stated in the Owner supplied General Conditions.

F. If an extension of the Contract Time is appropriate, the extension shall be in accordance with the provisions of Article 7 of the General Conditions of the Contract for Construction – AIA Document A201 - 2007 Edition and the applicable General Requirements, or as otherwise stated in the Owner supplied General Conditions.

G. If adverse weather conditions are the basis for a Claim for additional time, the Claim shall be documented and discussed monthly in OAC. Weather delay claims shall be substantiated by data and consturction activities. The claim shall be based on the following (1) were the conditions abnormal when compared to the previous three year period average, during the same time frame and at the location of the Work, (2) could not have been reasonably anticipated, and (3) had an adverse effect on the data of substantial completion of the Work.

H. The terms, milestones and methods of calculating Weather Delays and Holidays shall be agreed on by the Owner and Contractor prior the start of construction. The schedule for the project shall be reflected in the Contractor's critical path method schedule and construction schedule which shall be reviewed monthly in order to entertain the possibility of receiving weather delays.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

END OF SECTION 012520

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SECTION 013000

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. General administrative requirements.

B. Electronic document submittal service.

C. Preconstruction meeting.

D. Progress meetings.

E. Construction progress schedule.

F. Contractor's daily reports.

G. Progress photographs.

H. Coordination drawings.

I. Submittals for review, information, and project closeout.

J. Requests for Information (RFI) procedures.

K. Submittal procedures.

1.02 RELATED REQUIREMENTS

A. Section 009000 - Special Conditions: additional Owner requirements.

B. Section 015719 - Temporary Environmental Controls: Requirements for construction and material procedures.

C. Section 016000 - Product Requirements: General product requirements.

D. Section 017000 - Execution and Closeout Requirements: Additional coordination requirements.

E. Section 017800 - Closeout Submittals: Project record documents; operation and maintenance data; warranties and bonds.

F. Section 019113 - General Commissioning Requirements: Requirements for construction operations, start-up, and functional testing.

1.03 GENERAL ADMINISTRATIVE REQUIREMENTS

A. Comply with requirements of Sections 009000 - Special Conditions and 017000 - Execution and Closeout Requirements for coordination of execution of administrative tasks with timing of construction activities.

B. Make the following types of submittals to Architect:

1. Requests for Information (RFI).

2. Requests for substitution.

3. Shop drawings, product data, and samples.

4. Test and inspection reports.

5. Design data.

6. Manufacturer's instructions and field reports.

7. Applications for payment and change order requests.

8. Progress schedules.

9. Coordination drawings.

10. Correction Punch List and Final Correction Punch List for Substantial Completion.

11. Closeout submittals.

1.04 PROJECT COORDINATOR

A. Project Coordinator: Construction Manager.

B. Cooperate with the Project Coordinator in allocation of mobilization areas of site; for field offices and sheds, for campus access, traffic, and parking facilities.

C. During construction, coordinate use of site and facilities through the Project Coordinator.

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D. Comply with Project Coordinator's procedures for intra-project communications; submittals, reports and records, schedules, coordination drawings, and recommendations; and resolution of ambiguities and conflicts.

E. Comply with instructions of the Project Coordinator for use of temporary utilities and construction facilities. Responsibility for providing temporary utilities and construction facilities is identified in Section 011000 - Summary .

F. Coordinate field engineering and layout work under instructions of the Project Coordinator.

G. See Section 009000 - Special Conditions for additional Owner requirements.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 ELECTRONIC DOCUMENT DELIVERY SERVICES

A. All documents transmitted for purposes of administration of the Contract Documents shall be in electronic (PDF) format.

1. It is Contractor 's responsibility to submit documents in allowable format. File Transfer

Protocol (FTP) sites, Dropbox, Filezilla, Procore, and/or other project management sites requiring a separate login are not acceptable methods of transmission.

2. Hard copy paper documents shall not be accepted or reviewed, with exception to physical samples and color selection charts.

a. Provide only one (1) physical copy of each sample or color selection chart, or quantity as specified in individual specification sections.

B. Documents shall be transmitted via the Project's websites, as follows:

1. Citrix Files shall be utilized for transmission of all:

a. Contract Drawings

b. Contract Specifications

c. Contract Revisions

2. www.smartsheet.com shall be utilized for transmission/submission of all:

a. Submittals for review/approval

b. Reviewed/Returned Submittals

c. Requests for Information

d. Potential Change Orders (PCO's)

e. Change Orders (CO's)

C. Owner, Contractor, Architect, and Architect 's consultants shall be granted access to the project websites. Contractor shall notify the Architect of any other project team members that may require access.

1. Users of the service are required to have an email address, internet access, and PDF review software (such as Adobe Acrobat, www.adobe.com, or Bluebeam PDF Revu, www.bluebeam.com).

D. Training: One, one-hour, web-based training session may be arranged for all participants, with representatives of the Owner's, Architect's, and Contractor 's teams participating, if requested by the Project Team.

E. Project Closeout: Architect will determine when to terminate the Project's website services.

Contractor shall be responsible for assembling and providing archive documents for Owner as specified in Section 017800 - Closeout Submittals .

3.02 PRECONSTRUCTION MEETING

A. Architect will schedule a meeting after Notice of Award .

B. Attendance Required:

1. Owner.

2. Architect.

3. Contractor.

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C. Record minutes and distribute copies within three days after meeting to participants, with copies to Architect, Owner, participants, and those affected by decisions made.

3.03 PROGRESS MEETINGS

A. Schedule and administer meetings throughout progress of the work at maximum monthly intervals.

B. Make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.

C. Attendance Required:

1. Contractor.

2. Owner.

3. Architect.

4. Contractor's superintendent.

D. Agenda:

1. Review minutes of previous meetings.

2. Review of work progress, construction schedule, and month look ahead activities.

3. Field observations, problems, and decisions that will be required this month and next month.

4. Identification of items that impede, or will impede, planned progress.

5. Review of submittals schedule and status of submittals.

6. Review of RFIs log and status of responses.

7. Review of off-site fabrication and delivery schedules.

8. Maintenance of progress schedule.

9. Corrective measures to regain projected schedules and any potential weather delays.

10. Planned progress during succeeding work period.

11. Coordination of projected progress.

12. Maintenance of quality and work standards.

13. Effect of proposed changes on progress schedule and coordination.

14. Other business relating to work.

E. Record minutes and distribute copies within three days after meeting to participants, with copies to Architect, Owner, participants, and those affected by decisions made. Any corrections to meeting minutes shall be submitted within 7 days after their issuance.

3.04 CONSTRUCTION PROGRESS SCHEDULE - SEE SECTION 013216

A. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review.

1. Include written certification that major contractors have reviewed and accepted proposed schedule.

B. Within 10 days after joint review, submit complete schedule.

C. Submit updated schedule with each Application for Payment.

3.05 DAILY CONSTRUCTION REPORTS

A. Prepare a daily construction report recording the following information concerning events at Project site and project progress:

1. Date.

2. High and low temperatures, and general weather conditions.

3. List of subcontractors at Project site.

4. List of separate contractors at Project site.

5. Major equipment at Project site.

6. Material deliveries.

7. Safety, environmental, or industrial relations incidents.

8. Meetings and significant decisions.

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9. Stoppages, delays, shortages, and losses. Include comparison between scheduled work activities (in Contractor's most recently updated and published schedule) and actual activities. Explain differences, if any. Note days or periods when no work was in progress and explain the reasons why.

10. Testing and/or inspections performed.

11. Signature of…