Addendum No. 1.pdf

ADDENDUM NO. 1

HISTORIC GOVERNORS’ MANSION STATE HISTORIC SITE – MANSION ENVELOPE

REHABILITATION PROJECT

JULY 17, 2026

RFB NO. 27-0670

A) Scope: Addendum No. 1 addresses clarifications to the to the Contract Documents, Specifications, and Drawings for the above-listed project.

B) Specifications:

1) Page 12 - Section 4. Specifications and Plans – REMOVE the entirety of the paragraph and REPLACE with the following:

“Scope of services will be tailored to the specific services required for each project as shown in the attached Specifications and Plans. Specifications, dated July 17, 2026, and Plans, dated July 17, 2026, for this project will be included with the project information.”

2) Pages 70 through 325 - Specifications – REMOVE the specifications and duplicate specifications in their entirety and REPLACE with the attached Revised Specifications (dated 7/17/2026 – 126 pages).

C) Project Drawings:

1) Insert attached Project Drawings (dated 7/17/2026 – 14 pages) into Project Documents.

D) Attachments

1) Revised Project Specifications

2) Project Drawings

END OF ADDENDUM NO. 1 – PLEASE INDICATE RECEIPT ON BID FORM

23.2.452c - HISTORIC GOVERNORS' MANSION EXTERIOR RENO Copyright TDSi 2026.07.17 Page 1 of 2

SECTION 00 0101

PROJECT TITLE PAGE

DATE:

JULY 17, 2026

PROJECT:

HISTORIC GOVERNORS' MANSION EXTERIOR RENO

300 East 21st Street Cheyenne, Wyoming

PROFESSIONAL SEALS FOR TECHNICAL SPECIFICATIONS

ARCHITECTURE

Specifications Divisions 1 through 14, and Divisions 31 and 32

END OF PROJECT TITLE PAGE

Section 00 0101 - Project Title Page

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This page intentionally left blank

SECTION 00 0102

PROJECT DESIGN TEAM DIRECTORY

ARCHITECT:

TDSi - The Design Studio, inc.

Architecture + Interior Design

1610 Pioneer Avenue Cheyenne, Wyoming 82001

t) 307.775.9970

w) www.tdsi.us

Project Architect:

Principal, Architect:

Randy Byers, AIA, LEED AP+ BD+C

e) randy@tdsi.us

Historic Preservation Specialist:

Stephanie Lowe

e) stephanie@tdsi.us

END OF SECTION 00 0102

Section 00 0102 - Project Design Team Directory

Copyright TDSi 2026.07.17 Page 1 of 4

SECTION 00 0110

TABLE OF CONTENTS

STATE OF WYOMING DOCUMENTS

NOTICE FOR REQUEST FOR BIDS (ADVERTISEMENT) (WSP)

SPECIAL PROVISIONS (WSP)

KEY DATES (WSP)

SPECIFICATIONS AND PLANS (WSP)

SUBMISSION OF BIDS (WSP)

EVALUATION AND AWARD (WSP)

BID FORM INSTRUCTIONS (WSP)

BID FORM-SECTION 1 (WSP)

BID FORM-SECTION 2 (WSP)

SIGNATURE PAGE (WSP)

PROOF OF ANY REQUIRED INSURANCE (WSP)

LIST OF ATTACHED DOCUMENTS (WSP)

CONTRACTOR'S AFFIDAVIT

CONTRACT

INTRODUCTORY INFORMATION

DIVISION 00 -- INTRODUCTORY INFORMATION

00 0101 - Project Title Page 00 0102 - Project Design Team Directory 00 0110 - Table of Contents 00 0115 - Index To Drawings 00 3100 - Available Project Information

SPECIFICATIONS

DIVISION 01 -- GENERAL REQUIREMENTS

01 1000 - Summary 01 2000 - Price and Payment Procedures 01 3000 - WSP Administrative Requirements 01 3250 - WSP Construction Progress Schedule 01 3591 - Period Treatment Procedures 01 4000 - Quality Requirements 01 4100 - Regulatory Requirements 01 4216 - Definitions 01 5000 - Temporary Facilities and Controls 01 5719 - Temporary Environmental Controls 01 6000 - Product Requirements 01 6116 - Volatile Organic Compound (VOC) Content Restrictions

01 6116.01 - Accessory Material VOC Content Certification Form 01 7000 - Execution and Closeout Requirements 01 7419 - Construction Waste Management and Disposal

Section 00 0110 - Table of Contents

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01 7800 - Closeout Submittals 01 7808 - No Asbestos Affidavit 01 7809.01 - Lead-Based Paint Renovation, Repair and Painting Affidavit 01 7900 - Demonstration and Training

DIVISION 02 -- EXISTING CONDITIONS

02 4100 - Demolition

DIVISION 03 -- CONCRETE (NOT USED)

DIVISION 04 -- MASONRY

04 0120.12 - Preparation of Mortars 04 0300 - Conservation Treatment for Period Masonry

DIVISION 05 -- METALS (NOT USED)

DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES

06 0300 - Conservation Treatment for Period Wood

DIVISION 07 -- THERMAL AND MOISTURE PROTECTION

07 3110 - Synthetic Shingles 07 5400 - Thermoplastic Membrane Roofing 07 6100 - Sheet Metal Roofing 07 6200 - Sheet Metal Flashing and Trim 07 7123 - Manufactured Gutters and Downspouts 07 9005 - Joint Sealers

DIVISION 08 -- OPENINGS

08 5200 - Wood Windows

DIVISION 09 -- FINISHES

09 9113- Exterior Painting 09 9123- Interior Painting 09 9300- Staining and Transparent Finishing

Copyright TDSi 2026.07.17 Page 3 of 4

DIVISION 10 -- SPECIALTIES (NOT USED)

DIVISION 11 -- EQUIPMENT (NOT USED)

DIVISION 12 -- FURNISHINGS (NOT USED)

DIVISION 13 -- SPECIAL CONSTRUCTION (NOT USED)

DIVISION 14 -- CONVEYING EQUIPMENT (NOT USED)

DIVISION 15 -- RESERVED (NOT USED) (FOR MECHANICAL, SEE DIVISIONS 21, 22, AND 23) DIVISION 16 -- RESERVED (NOT USED) (FOR ELECTRICAL, SEE DIVISIONS 25, 26, 27, 28, AND 29)

DIVISION 17 -- RESERVED (NOT USED)

DIVISION 18 -- RESERVED (NOT USED)

DIVISION 19 -- RESERVED (NOT USED)

DIVISION 20 -- RESERVED (NOT USED)

DIVISION 21 -- FIRE SUPPRESSION (NOT USED)

DIVISION 22 -- PLUMBING (NOT USED)

DIVISION 23 -- HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC) (NOT USED)

DIVISION 24 -- RESERVED (NOT USED)

DIVISION 25 -- INTEGRATED AUTOMATION

DIVISION 26 -- ELECTRICAL (NOT USED)

DIVISION 27 -- COMMUNICATIONS (NOT USED)

DIVISION 28 -- ELECTRONIC SAFETY AND SECURITY (NOT USED)

DIVISION 29 -- RESERVED (NOT USED)

DIVISION 30 -- RESERVED (NOT USED)

DIVISION 31 -- EARTHWORK

DIVISION 32 -- EXTERIOR IMPROVEMENTS (NOT USED)

DIVISION 33 -- UTILITIES (NOT USED)

DIVISION 34 -- TRANSPORTATION (NOT USED)

DIVISION 35 -- WATERWAY AND MARINE CONSTRUCTION (NOT USED)

DIVISION 36 -- RESERVED (NOT USED)

DIVISION 37 -- RESERVED (NOT USED)

DIVISION 38 -- RESERVED (NOT USED)

DIVISION 39 -- RESERVED (NOT USED)

DIVISION 40 -- PROCESS INTEGRATION (NOT USED)

DIVISION 41 -- MATERIAL PROCESSING AND HANDLING EQUIPMENT (NOT USED)

DIVISION 42 -- PROCESS HEATING, COOLING, AND DRYING EQUIPMENT (NOT USED)

DIVISION 43 -- PROCESS GAS AND LIQUID HANDLING, PURIFICATION AND STORAGE

EQUIPMENT

DIVISION 44 -- POLLUTION CONTROL EQUIPMENT (NOT USED)

DIVISION 45 -- INDUSTRY-SPECIFIC MANUFACTURING EQUIPMENT (NOT USED)

DIVISION 46 -- WATER AND WASTEWATER EQUIPMENT (NOT USED)

DIVISION 47 -- RESERVED (NOT USED)

DIVISION 48 -- ELECTRICAL POWER GENERATION (NOT USED)

DIVISION 49 -- RESERVED (NOT USED)

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(WSP) - DEMOTES MATERIALS AUTHORED BY WYOMING STATE PARKS

END OF SECTION 00 0110

SECTION 00 0115

INDEX TO DRAWINGS

GENERAL

G-001 - GENERAL INFORMATION SHEET

ARCHITECTURAL

A-171 - ROOF PLAN

A-211 - EXTERIOR ELEVATIONS

A-212 - EXTERIOR ELEVATIONS

A-213 - EXTERIOR ELEVATIONS

A-214 - EXTERIOR ELEVATIONS

A-215 - EXTERIOR ELEVATIONS - CARRIAGE HOUSE

A-216 - EXTERIOR ELEVATIONS - MASONRY

A-217 - EXTERIOR ELEVATIONS - MASONRY

A-218 - EXTERIOR ELEVATIONS - MASONRY

A-219 - EXTERIOR ELEVATIONS - MASONRY

A-220 - EXTERIOR ELEVATIONS - CARRIAGE HOUSE MASONRY

A-662 - WINDOW DETAILS & TYPES

END OF SECTION 00 0115

Section 00 0115 - INDEX TO DRAWINGS

SECTION 00 3100

AVAILABLE PROJECT INFORMATION

PART 1 GENERAL (NOT USED)

1.01 EXISTING CONDITIONS

A. Certain information relating to existing surface and subsurface conditions and structures is available to bidders but will not be part of the Contract Documents, as follows:

1. ASBESTOS MATERIAL LABORATORY TESTS

a. The Owner contracted for inspection and sampling of various existing materials for purposes of identifying potential Asbestos Containing Materials (ACM) in the existing building.

b. A copy of the laboratory results from those samples is available via email:

c. Inspection Date: 01/22/03

d. Inspected by:

F. Gerald BlackwellAsbestos Inspection Service 504 Saddle DriveCheyenne, Wyoming 82009 T) 307.631.0625

e. Testing Laboratory:

FRS Geotech, Inc..

1441 W. 46th Ave., Suite 14 Denver, Co 80211-2338

f. Testing Report Dated:01/31/03

g. Testing Report Reference #: 106208

h. Interested parties may request a copy of the document via email by forwarding a written request to the Architect's Project Manager.

i. The above noted inspection and laboratory tests identified ACM in the existing building.

j. The ACM identified are:

k. Pipe Insulation [white]

1) Apartment closet ceiling [grayish white]

2) Apartment bathroom ceiling [course and fine plaster with insulation]

3) [grayish white insulation]

l. The inspection and laboratory results, by their nature, cannot reveal all conditions that exist on the site. Should conditions be found to vary substantially from this report the contractor shall immediately notify the Owner in writing.

m. Digital copies of the document will be provide at no cost to interested parties providing a written request to the Architect.

2. LEAD BASED PAINT

a. The Owner contracted for inspection and sampling of various existing materials for purposes of identifying potential Lead-Based Paint (LBP) in the existing building.

b. A copy of the laboratory results from those samples is available via email:

c. Inspection Date: June 22, 1999

d. Inspected by:

James E. Dennison, CIH and Mr. Tom Petty

e. This survey identifies lead based paint materials in the exterior paint on the structures.

f. Most of the paint on the exterior of the building was found to be lead-based paint (LBP).

g. Complete exterior lead paint abatement was performed by:

Risk Removal, LLC 6250 Iron Forge Road Timnath, CO 80547 Proposal No. 001-B August 2, 2016

B. Mortar Sampling:

1. Testing Conservator:

David Arbogast Architectural Conservator

Section 00 3100 - Available Project Information

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1803 Pineacre Ave Davenport, IA 52803

2. The report provides information regarding the composition of the original mortar (e.g. mix propostions of lime, sand, etc.)

3. The purpose of the report is to attempt to create historically accurate, physically compatible mortars that match aesthetic properties (color and texture) and preserve structural integrity.

4. Original copy is available for inspection at Owner's offices during normal business hours.

5. The inspection and laboratory results, by their nature, cannot reveal all conditions or attributes associated with the mortar tested. Should conditions be found to vary substantially from this report the contractor shall immediately notify the Architect in writing.

6. Digital copies of the report document will be provide at no cost to interested parties providing a written request to the Architect.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

PART 4 SCHEDULE

END OF INFORMATION AVAILABLE TO BIDDERS

SECTION 01 1000

SUMMARY

PART 1 GENERAL

1.01 PROJECT

Project Name:

HISTORIC GOVERNORS' MANSION EXTERIOR RENO

Project Location:

300 East 21st Street Cheyenne, Wyoming

Owner:

WYOMING STATE PARKS, HISTORIC SITES & TRAILS

Barrett Building - 4th Floor 2301 Central Avenue Cheyenne, Wyoming 82002

Architect:

TDSi - The Design Studio, inc.

Architecture + Interior Design 1610 Pioneer Avenue Cheyenne, Wyoming 82001

t) 307.775.9970

w) www.tdsi.us

1.02 PROJECT DESCRIPTION

A. DESCRIPTION OF WORK

1. Site:

a. Access to the site shall be at the existing streets and alley.

b. On-site staging and storage areas shall be limited to an area designated by the Site

Superintendent and disclosed during the pre-bid meeting.

2. General Description:

a. Obtain all City of Cheyenne, Laramie County, State of Wyoming, and other permits required for the project.

B. The Project includes, but is not limited to the following:

1. The renovation of the exterior of the Historic Governors' Mansion and Carriage House.

2. Work will include, but not limited to:

a. Exterior brick repair and tuckpointing;

b. Replacement of copper roofing and flashing;

c. Wood window repair/replacement;

d. Painting of wood windows and wood trim;

e. Replacement of synthetic shingle roofing;

f. Replacment of membrane roofing;

g. Replacement of copper edge metal, gutters and downspouts.

3. Selective demolition associated with the above work.

1.03 CONTRACT DESCRIPTION

A. Contract Type: A single prime contract based on a Stipulated Price as described in Bid Form.

1.04 DESCRIPTION OF EXISTING CONDITIONS

A. The existing mansion was built in 1905 and received a major renovation in 2001.

1.05 DESCRIPTION OF ALTERATIONS WORK

A. Scope of demolition and removal work is shown on drawings and specified in Section 02 4100.

B. Scope of renovation work is shown on drawings.

Section 01 1000 - Summary

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1.06 OWNER OCCUPANCY

A. Owner intends to continue to occupy portions of the site during the entire construction period. Any work within the Mansion is to occur after that date.

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

C. Schedule the Work to accommodate Owner needs.

1.07 CONTRACTOR USE OF SITE

A. Arrange use of site to allow:

1. Owner occupancy.

2. Use of site by the public.

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

C. 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.

D. Existing building spaces may not be used for storage.

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

F. Time Restrictions:

1. Except as otherwise required by local ordinance and authorities having jurisdiction, restrict work as follows:

a. Limit conduct of exterior work to between 6:00 am and 7:00 pm.

b. Limit conduct of especially noisy exterior work to the hours of between 8:00 am and 6:00 pm.

2. Event Schedule and Construction Coordination:

a. Other events take place on a periodic basis. The contractor shall make reasonable accommodation of pedestrian and vehicular access/egress from such events. Refer to Section 01 5000 - Temporary Facilities and Controls for additional requirements.

G. Excessive noise is strictly prohibited:

1. The use of portable radios, tape players, CD players, or similar devices without head phones is strictly prohibited.

2. The use of automobile radios, tape players, CD players, or similar devices, when the automobile is not occupied, is strictly prohibited.

H. The use of profane, abusive, or offensive language on the Owner's property is strictly prohibited.

I. The consumption of alcohol or use of illegal drugs on the Owner's property is strictly prohibited.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION 01 1000

SECTION 01 2000

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 SCHEDULE OF VALUES

A. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Architect for approval.

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

C. Submit a printed schedule on AIA Form G703 - Application and Certificate for Payment Continuation

Sheet. Contractor's standard form or electronic media printout will be considered.

D. Submit Schedule of Values in duplicate within 15 days after date of Owner-Contractor Agreement.

E. 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 and bonds and insurance.

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

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

1.03 APPLICATIONS FOR PROGRESS PAYMENTS

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

B. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Architect for approval.

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

D. Present required information in typewritten form.

E. Form: AIA G702 Application and Certificate for Payment and AIA G703 - Continuation Sheet including continuation sheets when required.

F. Execute certification by signature of authorized officer.

G. 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.

H. The Application for Payment shall accurately move amounts shown in the Stored Materials column in the previous application to Previous Applications column in the current application.

1. Forms not accurately making the adjustments from one period to the next will not be approved until corrected by the Contractor.

I. Applications for Payment shall not include arbitrary amounts inserted by the software program or the contractor.

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

K. Submit one preliminary copy of each Application for Payment for review by the Architect.

L. The Architect will review each Application for Payment and advise the Contractor of any questions or corrections.

M. The Contractor shall make adjustments and corrections to the Application for Payment required by the Architect.

1. Handwritten adjustments and corrections to the Application for payment will not be accepted.

Section 01 2000 - Price and Payment Procedures

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N. Submit three (3) copies of the final version of each Application for Payment.

O. Include the following with the application:

1. Transmittal letter as specified for Submittals in Section 01 3000.

2. Construction progress schedule, revised and current as specified in Section 01 3000.

3. Partial release of liens from the Contractor for the amount of the current Application for

Payment.

4. Partial release of liens from major Subcontractors and vendors for the amounts paid in the immediately preceding Application for Payment.

5. Project record documents as specified in Section 01 7800, for review by Owner which will be returned to the Contractor.

6. Affidavits attesting to off-site stored products.

P. When 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.

1.04 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 the Contract Documents.

B. For minor changes not involving an adjustment to the Contract Sum or Contract Time, Architect will issue instructions directly to Contractor.

C. Architect will advise of minor changes in the Work not involving an adjustment to Contract Sum or

Contract Time as authorized by the Conditions of the Contract by issuing supplemental instructions on AIA Form G710.

D. 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.

E. For changes for which advance pricing is desired, Architect will issue a document that includes a detailed description of a proposed change with supplementary or revised drawings and specifications, a change in Contract Time for executing the change with a stipulation of any overtime work required and the period of time during which the requested price will be considered valid.

Contractor shall prepare and submit a fixed price quotation within 10 days.

F. Contractor may propose a change by submitting a request for change to Architect, describing the proposed change and its full effect on the Work, with a statement describing the reason for the change, and the 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 - Product Requirements.

G. 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.

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

4. For change ordered by Architect without a quotation from Contractor, the amount will be determined by Architect based on the Contractor's substantiation of costs as specified for Time and Material work.

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

1. On request, provide 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.

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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.

I. Execution of Change Orders: Architect will issue Change Orders for signatures of parties as provided in the Conditions of the Contract.

J. 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.

K. Promptly revise progress 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.

L. Promptly enter changes in Project Record Documents.

1.05 EXTRA WORK, AND WORK CHANGES:

A. Definitions:

1. Construction Change Directive: A form issued by the Architect (“Architect”) to authorize the

Contractor to proceed with for minor changes or alterations in the work that do not result in additional costs, changes to the Contract Sum or Contract Time, and are not inconsistent with the overall intent of the Contract Documents.

B. Extra Work: When necessary or desirable to complete the project, WSP may direct the Contractor to perform unforeseen work.

C. If the unforeseen work will result in an increase in the Contract Sum, an increase to the Contract Time or require any other modification of the Contract Agreement, WSP shall seek the approval of a Contract Modification.

D. If the unforeseen work will not result in an increase in the Contract Sum, an increase to the Contract Time or require any other modification of the Contract Agreement and is consistent with the overall intent of the Contract Documents, WSP may direct the Contractor to perform the work.

E. When the Contractor is required to do extra work, that work will be described by the Architect in a Proposal Request, and the cost for said work will be negotiated based on a Proposal presented by the Contractor.

F. Extra work shall be paid by one of the following methods:

1. Contract unit bid prices that are representative of the work being performed;

2. Negotiated unit bid prices for items where the Contractor’s cost of production or the character of the work is materially changed. The negotiated unit bid prices shall include the pro rata share of overhead and profit. Overhead and profit mark-up on Sub-Contractor unit bid prices shall be in accordance with the provisions of Section 01 2002 - Proposal Response Form;

3. Negotiated lump sum, as stipulated in the order authorizing the work. Documentation for lump sum pricing shall be provided to a degree sufficient for WSP to review for acceptability.

Overhead and profit shall be in accordance with the provisions of Section 01 2002 - Proposal Response Form;

4. Negotiated time and material basis utilizing approved materials, equipment, and labor costs in accordance with the provisions of Section 01 2002 - Proposal Response Form. Any extra work, additions, deletions or revisions in the work shall be authorized by written Change Order or Contract Modification.

1.06 APPLICATION FOR PAYMENT INDICATING THE PROJECT IS MORE THAN FIFTY PERCENT

COMPLETE

A. The Contractor's Application for Payment showing that the project is more than fifty percent (50%) complete will not be reviewed or processed for payment until all required Submittals for Review shall be submitted.

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1.07 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 01 7800.

PART 2 PRODUCTS - NOT USED

END OF SECTION 01 2000

SECTION 01 3000

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Preconstruction meeting.

B. Progress meetings.

C. Construction progress schedule.

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

E. Submittal procedures.

1.02 RELATED REQUIREMENTS

A. Section 01 7800 - Closeout Submittals: Project record documents.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 PROJECT COMMUNICATION

A. The Architect will utilize digital communications (e-mail) as a primary means to communicate with the Contractor, and to distribute Architect's Field Reports, Consultant's Field Reports, Architect's Supplemental Instructions, replies to Contractor's Request for Information, etc.

B. The Contractor shall check e-mail a minimum of twice each working day.

3.02 PRECONSTRUCTION MEETING

A. Attendance Required:

1. Owner.

2. Architect.

3. Contractor.

B. Agenda:

1. Execution of Owner-Contractor Agreement.

2. Submission of executed bonds and insurance certificates.

3. Distribution of Contract Documents.

4. Submission of list of Subcontractors, list of Products, schedule of values, and progress schedule.

5. Designation of personnel representing the parties to Contract, Owner, and Architect.

6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.

7. Scheduling.

C. Record minutes and distribute copies within two days after meeting to participants, with two 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. Attendance Required: Job superintendent, major Subcontractors and suppliers, Owner, Architect, as appropriate to agenda topics for each meeting.

C. Agenda:

1. Review minutes of previous meetings.

2. Review of Work progress.

3. Field observations, problems, and decisions.

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

5. Review of submittals schedule and status of submittals.

6. Maintenance of progress schedule.

7. Corrective measures to regain projected schedules.

8. Planned progress during succeeding work period.

Section 01 3000 - Administrative Requirements

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9. Maintenance of quality and work standards.

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

11. Other business relating to Work.

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

3.04 CONSTRUCTION PROGRESS SCHEDULE

A. If preliminary schedule requires revision after review, submit revised schedule within 10 days.

B. 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.

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

D. Submit updated schedule with each Application for Payment.

E. Submit updated schedule with each Application for Payment.

3.05 SUBMITTALS FOR REVIEW

A. When the following are specified in individual sections, submit them for review:

1. Product data.

2. Shop drawings.

B. Submit to Architect for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents.

C. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 01 7800 - CLOSEOUT

SUBMITTALS.

3.06 SUBMITTALS FOR PROJECT CLOSEOUT

A. When the following are specified in individual sections, submit them at project closeout:

1. Project record documents.

2. Operation and maintenance data.

3. Warranties.

4. Certificate of Voltage & Polarity at each site.

5. Other types as indicated.

B. Submit for Owner's benefit during and after project completion.

3.07 NUMBER OF COPIES OF SUBMITTALS

A. Documents for Review:

1. Small Size Sheets, Not Larger than 17 x 11 inches: Submit three copies; the Contractor shall make his own copies from the one copy that will be returned by the Architect.

B. Documents for Project Closeout: Make one reproduction of submittal originally reviewed. Submit one extra of submittals for information.

3.08 SUBMITTAL PROCEDURES

A. Transmit each submittal with AIA Form G810.

B. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix.

C. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate on each copy.

D. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents.

E. Deliver submittals to Architect at business address.

F. Schedule submittals to expedite the Project, and coordinate submission of related items.

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G. For each submittal for review, allow 15 days excluding delivery time to and from the Contractor.

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

I. Provide space for Contractor and Architect review stamps.

J. When revised for resubmission, identify all changes made since previous submission.

K. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements.

L. Submittals not requested will not be recognized or processed.

M. The Architect will retain submittals and samples which involve aesthetic, color, or finish selection until other such submittals and samples have been received, so that a comprehensive and coordinated color selection process can take place.

1. Schedule submittals to allow submittals and samples which involve aesthetic, color, or finish selection, to allow and to facilitate the above noted comprehensive and coordinated color selection process.

2. The Architect may elect to review the submittal for technical information, etc., and to stamp the submittal noting that color and/or finish selection will be provided at a later date.

END OF SECTION 01 3000

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SECTION 01 3250

CONSTRUCTION PROGRESS SCHEDULE

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Preliminary schedule.

B. Construction progress schedule, bar chart type.

1.02 RELATED SECTIONS

1.03 SUBMITTALS

A. Within 10 days after date of Agreement, submit preliminary schedule defining planned operations for the first 60 days of Work, with a general outline for remainder of Work.

B. If preliminary schedule requires revision after review, submit revised schedule within 10 days.

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

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

E. Submit updated schedule with each Application for Payment.

F. Submit under transmittal letter form specified in Section 01 3000.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 PRELIMINARY SCHEDULE

A. Prepare preliminary schedule in the form of a horizontal bar chart.

3.02 BAR CHARTS

A. Include a separate bar for each major portion of Work or operation.

B. Identify the first work day of each week.

3.03 DISTRIBUTION OF SCHEDULE

A. Distribute copies of updated schedules to Contractor's project site file, to Subcontractors, suppliers, Architect, Owner, and other concerned parties.

B. Instruct recipients to promptly report, in writing, problems anticipated by projections shown in schedules.

END OF SECTION 01 3250

Section 01 3250 - Construction Progress Schedule

SECTION 01 3591

PERIOD TREATMENT PROCEDURES

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Construction procedures appropriate for working with historic sites and structures.

B. Special procedures required for items and features of historical significance and value requiring special treatment.

1.02 RELATED REQUIREMENTS

A. Section 01 1000 - Summary: Contract descriptions, description of alterations work, work by others, future work, occupancy conditions, use of site and premises, and work sequence.

B. Section 02 4100 - Demolition: Selective demolition of nonhistoric elements.

1.03 DEFINITIONS

A. Consolidate: Strengthen loose or deteriorated materials in situ.

B. Dismantle: Disassemble and detach items by hand from existing construction to the limits indicated, using small hand tools and small one-hand power tools, to protect nearby historic surfaces, and legally dispose of dismantled items off-site, unless indicated to be salvaged or reinstalled.

C. Existing to Remain: Existing items that are not to be removed or dismantled. Protect materials as indicated.

D. Historic: Spaces, areas, rooms, surfaces, materials, finishes, and overall appearance subject to preservation, rehabilitation, restoration, and reconstruction procedures defined in NPS (THP).

Designation “HF” and words such as “historic,” “historic fabric,” “historic materials,” “historic building materials,” 'historic character,' or words of similar meaning indicate that the material or feature is considered to have aspects that require period treatment procedures.

E. Historic Preservation Conservator: Person or firm retained by Owner to provide guidance on compliance with NPS (THP) requirements.

F. In-Kind: Matching existing in physical and visual aspects including, but not limited to, material, form, color, texture, and workmanship.

G. Matching: Blending with adjacent construction and showing no apparent difference in material type, form, detail, color, texture, finish, or other visible and readily discernible characteristics, as determined and approved by Architect.

H. Preserve: Apply measures to sustain existing form, integrity, and materials of a historic property;

may include preliminary measures to protect and stabilize the property.

I. Protect: Take precautions to keep historic materials of the building from damage or injury.

J. Reconstruct: Remove existing item, refurbish existing or replicate damaged or missing components as indicated or directed, and reinstall in original position.

K. Refinish: Remove existing finishes from base material and apply new finish to match original or as otherwise indicated.

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

M. Remove and Reinstall: Detach or dismantle items from existing construction in a manner to prevent damage. Clean and prepare for reuse and reinstall in original location or in other location where indicated.

N. Remove and Salvage: Detach or dismantle items from existing construction in a manner to prevent damage. Clean, package, label, and deliver salvaged items to Owner in ready-for-reuse condition.

O. Repair: Correct damage and defects, retaining existing materials, features, and finishes and employing as few new materials as possible. Includes patching, piecing-in, splicing, consolidating, or reinforcing or upgrading materials with appropriate and approved materials and methods.

P. Replace: Remove, duplicate, and reinstall entire item with new material. Use original item as the pattern unless noted otherwise.

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Page 2 of 4 Copyright TDSi 2026.07.17

Q. Replicate or Reproduce: Fabricate a new item in exact detail, materials, and finish as the original, unless otherwise indicated; referred to as replicas or reproductions.

R. Restore: Return to original condition; return to the condition extant during the period of interpretation.

S. Retain: Existing to remain; keep existing items that are not to be removed or dismantled.

T. Reversible: New construction work, treatment, or processes that can be removed or undone in the future without damaging historic materials.

U. Stabilize: Provide reinforcement of unsafe or deteriorated items and maintain the present, essential form; reestablish weather-resistant enclosure.

V. Strip: Remove existing finish down to base material, unless otherwise indicated.

1.04 REFERENCE STANDARDS

A. NPS (THP) - The Secretary of The Interior’s Standards For the Treatment of Historic Properties with

Guidelines For Preserving, Rehabilitating, Restoring & Reconstructing Historic Buildings; 2017.

1.05 ADMINISTRATIVE REQUIREMENTS

A. Preinstallation Meeting: Conduct a preinstallation meeting one week prior to the start of the work of this section; require attendance by affected installers.

B. Sequencing: Ensure that facility services and utility connections are achieved in an orderly and expeditious manner.

1.06 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements for submittal procedures.

B. Quality Control Submittals:

1. Practices and Treatments: Use NPS (THP) recommendations as a general guide for proposed practices and treatments, modified as necessary to suit project requirements and conditions.

C. Existing Conditions Documentation: Prior to commencement of period treatment activities, document with digital photography, digital videography, digital photogrammetry, or similar means the existing exterior walls, interior walls, windows, doors, roofs and roofing, interior finishes, trim, decorative elements, and building services equipment and distribution systems indicated as subject to period treatment.

D. Project Record Documents:

1. Record of conditions encountered before, during, and after completion of work.

1.07 FIELD CONDITIONS

A. Smoking and use of tobacco products by personnel performing work on or about designated period treatment areas is not allowed.

B. Environmental Requirements:

1. Wet or Humid Weather:

a. Do not remove exterior elements of structures when raining or rain is forecasted.

b. Do not apply primer, paint, putty, or epoxy when the relative humidity is above 80 percent and in accordance with manufacturer's recommendations.

c. Do not repair exterior features in rain or fog.

2. Cold Weather: Do not perform exterior wet work when the air temperature is below 40 degrees F.

C. Exterior Cleaning Procedures: Perform cleaning and rinsing of the exterior elements only during daylight hours.

D. Protection of Existing Elements: In accordance with manufacturer's recommendations for use of proposed products and procedures and compatibility with adjacent historic building materials, components, and vegetation.

PART 2 - PRODUCTS

2.01 PROTECTION PRODUCTS

A. Adhesive Walk-Off, Tacky Mats: Mats with multiple layers of disposable, adhesive-coated sheets.

Copyright TDSi 2026.07.17 Page 3 of 4

2.02 CLEANING MATERIALS

A. General: Do not use incompatible materials that may contribute to damage of the element being cleaned.

B. Use products specifically intended by the manufacturer for cleaning historic materials or elements.

2.03 REPAIR MATERIALS

A. General: Do not use incompatible materials contributing to damage of repaired elements.

B. Matching: Unless otherwise required, use new materials that match historic materials in type, design, dimension, texture, detailing, and external appearance.

2.04 REFINISHING MATERIALS

A. General: Do not use incompatible materials that may contribute to damage of the element being refinished.

B. Matching: Unless otherwise required, use new materials that match historic materials in type, design, texture, detailing, and external appearance.

PART 3 - EXECUTION

3.01 PERIOD TREATMENT SPECIAL PROCEDURES

A. Period Treatment Work: Intended to halt deterioration and stabilize the condition of building elements. Repair is necessary where preservation is not sufficient to ensure mid- to long-term survival. Select repair means and methods based on minimal disturbance of existing materials, systems, and assemblies.

B. Salvage as much existing material of each element as practicable; repair, consolidate, and restore rather than renew.

C. Repair rather than replace architectural features wherever possible. Repair or replace missing features with accurate duplications.

D. Use reversible processes wherever possible.

E. Use methods that do not significantly change the aesthetic effect of existing elements.

F. Document condition of items being worked on before, during, and after work is completed.

G. Protect existing materials and substrates from damage.

H. Protect existing elements and features removed, cleaned, and reused from material damage.

1. Label salvaged items and features and store at project site, in designated location; protect from damage.

I. Exterior Work Procedures: Protect parts of the facility not included in this work from damage.

1. Protect adjacent property from damage from this work.

2. Do not attach scaffolding, ladders, and working platforms to building unless approved in writing by the Architect.

3. Seal exterior openings to prevent entry of dust, debris, and water into the building.

J. Interior Work Procedures: Protect parts of the facility not being cleaned or repaired from effects of this work.

1. Mask or cover adjacent surfaces and permanent equipment. Secure coverings; do not use adhesive type tape or nails. Do not use impervious sheeting.

Page 4 of 4 Copyright TDSi 2026.07.17

END OF SECTION 01 3591

SECTION 01 4000

QUALITY REQUIREMENTS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. References and standards.

B. Control of installation.

C. Tolerances.

D. Testing and inspection services.

1.02 RELATED REQUIREMENTS

A. Section 00 3100 - Available Project Information B. Section 01 3000 - Administrative Requirements: Submittal procedures.

C. Section 01 6000 - Product Requirements: Requirements for material and product quality.

1.03 TESTING AND INSPECTION AGENCIES

A. Owner will employ and pay for services of an independent testing agency to perform specified testing.

B. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 CONTROL OF INSTALLATION

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

B. Comply 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 minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Have Work performed by persons qualified to produce required and specified quality.

F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer.

G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement.

3.02 TOLERANCES

A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate.

B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from Architect before proceeding.

C. Adjust products to appropriate dimensions; position before securing products in place.

3.03 TESTING AND INSPECTION

A. Testing Agency Duties:

1. Provide qualified personnel at site. Cooperate with Architect and Owner in performance of services.

2. Perform specified sampling and testing of products in accordance with specified standards.

3. Ascertain compliance of materials and mixes with requirements of Contract Documents.

Section 01 4000 - Quality Requirements

Page 2 of 2 Copyright TDSi 2026.07.17

4. Promptly notify Architect and Contractor of observed irregularities or non-conformance of Work or products.

5. Perform additional tests and inspections required by Architect.

6. Submit reports of all tests/inspections specified.

B. Limits on Testing/Inspection Agency Authority:

1. Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents.

2. Agency may not approve or accept any portion of the Work.

3. Agency may not assume any duties of Contractor.

4. Agency has no authority to stop the Work.

C. Contractor Responsibilities:

1. Deliver to agency at designated location, adequate samples of materials proposed to be used that require testing, along with proposed mix designs.

2. Cooperate with laboratory personnel, and provide access to the Work and to manufacturers' facilities.

3. Provide incidental labor and facilities:

a. To provide access to Work to be tested/inspected.

b. To obtain and handle samples at the site or at source of Products to be tested/inspected.

c. To facilitate tests/inspections.

d. To provide storage and curing of test samples.

4. Notify Architect and laboratory 24 hours prior to expected time for operations requiring testing/inspection services.

5. Employ services of an independent qualified testing laboratory and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.

6. Arrange with Owner's agency and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.

D. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by Architect.

E. Re-testing required because of non-conformance to specified requirements shall be paid for by Contractor.

F. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by Architect. Payment for re testing will be charged to the Contractor by deducting testing charges from the Contract Price.

3.04 DEFECT ASSESSMENT

A. Replace Work or portions of the Work not conforming to specified requirements.

B. If, in the opinion of Architect, it is not practical to remove and replace the Work, Architect will direct an appropriate remedy or adjust payment.

END OF SECTION 01 4000

SECTION 01 4100

REGULATORY REQUIREMENTS

PART 1 GENERAL

1.01 SUMMARY OF REFERENCE STANDARDS

A. Regulatory requirements applicable to this project are the following:

B. 29 CFR 1910 - Occupational Safety and Health Standards; Current Edition.

C. City of Cheyenne amendments to some or all of the following.

1. Cheyenne City Code.

2. Zoning Code: Cheyenne Unified Development Code.

3. ICC (IBC) - International Building Code; Most Recent Edition Adopted by Authority Having

Jurisdiction, Including All Applicable Amendments and Supplements.

4. ICC (IFC) - International Fire Code; Most Recent Edition Adopted by Authority Having

Jurisdiction, Including All Applicable Amendments and Supplements.

5. NFPA 101 - Life Safety Code; Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements.

6. ICC (IBC) - ICC International Existing Building Code, 2012.

7. ICC (IECC) - International Energy Conservation Code; Most Recent Edition Adopted by

Authority Having Jurisdiction, Including All Applicable Amendments and Supplements.

8. ICC (IFGC) - International Fuel Gas Code; Most Recent Edition Adopted by Authority Having

Jurisdiction, Including All Applicable Amendments and Supplements.

9. ICC (IMC) - International Mechanical Code; Most Recent Edition Adopted by Authority Having

Jurisdiction, Including All Applicable Amendments and Supplements.

10. ICC (IPC) - International Plumbing Code; Most Recent Edition Adopted by Authority Having

Jurisdiction, Including All Applicable Amendments and Supplements.

11. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having

Jurisdiction, Including All Applicable Amendments and Supplements.

12. ICC A117.1 2017.

13. The City of Cheyenne & Board of Public Utilities Specifications and Standard Drawings 2014.

1.02 RELATED REQUIREMENTS

A. Section 01 4000 - Quality Requirements.

1.03 QUALITY ASSURANCE

A. Contractor's Designer Qualifications: Refer to Section - 01 4000 - Quality Requirements.

PART 2 PRODUCTS - NOT USED

END OF SECTION 01 4100

Section 01 4100 - Regulatory Requirements

SECTION 01 4216

DEFINITIONS

PART 1 GENERAL

1.01 SUMMARY

A. Other definitions are included in individual specification sections.

1.02 DEFINITIONS

A. Furnish: To supply, deliver, unload, and inspect for damage.

B. Install: To unpack, assemble, erect, apply, place, finish, cure, protect, clean, start up, and make ready for use.

C. Product: Material, machinery, components, equipment, fixtures, and systems forming the work result. Not materials or equipment used for preparation, fabrication, conveying, or erection and not incorporated into the work result. Products may be new, never before used, or re-used materials or equipment.

D. Project Manual: The book-sized volume that includes the procurement requirements (if any), the contracting requirements, and the specifications.

E. Provide: To furnish and install.

F. Supply: Same as Furnish.

PART 2 PRODUCTS - NOT USED

END OF SECTION 01 4216

Section 01 4216 - Definitions

SECTION 01 5000

TEMPORARY FACILITIES AND CONTROLS

PART 1 GENERAL

1.01 SECTION INCLUDES

A.…