ESBD_File_346083_Exhibit A- SOW.pdf

PROJECT

MANUAL

Texas State University Jowers Building Reroof

San Marcos, Texas

Prepared by Gensler

229 E Houston St Suite 200

San Antonio, Texas 78205 210.222.8059

Issue for Construction - October 12, 2023 Project Number 122.0091.000

Gensler October 12, 2023 Texas State University

122.0091.000 Issue for Construction Jowers Building Reroof

SEALS PAGE 00 01 07 - 1

Copyright 2023 Gensler

ARCHITECT

229 E Houston St, Suite 200

San Antonio, Texas 78205

210.222.8059

10.12.2023

TABLE OF CONTENTS 00 01 10 - 1

Sealing Architect's Name: Michael A. Rey

Texas License No.: 19869

Issue Date: October 12, 2023

TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTS GROUP

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

INTRODUCTORY INFORMATION

Date Document No. Title

00 01 07 Seals Page

00 01 10 Table of Contents

PROCUREMENT REQUIREMENTS & CONTRACTING REQUIREMENTS

Date Document No. Title

00 60 00 Project Forms

Submittal Transmittal

Requests for Interpretation

Substitution Request

Bulletin

Change Order

Punch List

Certificate of Substantial Completion

Waste Management Plan Summary

Waste Management Report

Environmental Product Declaration (EPD) Reporting

00 72 00 General Conditions

SPECIFICATIONS GROUP

GENERAL REQUIREMENTS SUBGROUP

DIVISION 01 - GENERAL REQUIREMENTS

Date Section No. Title

01 10 00 Summary

01 11 00 Summary of Work (by CDC)

01 14 00 Work Restrictions

01 25 00 Substitution Procedures

01 26 00 Contract Modification Procedures

01 26 13 Requests for Interpretation (RFI)

01 29 00 Payment Procedures

01 31 00 Project Management and Coordination

01 32 00 Construction Progress Documentation

01 32 33 Photographic Documentation

01 33 00 Submittal Procedures

01 40 00 Quality Requirements

01 42 00 References

TABLE OF CONTENTS 00 01 10 - 2

01 50 00 Temporary Facilities and Controls

01 60 00 Product Requirements

01 73 00 Execution

01 74 19 Construction Waste Management and Disposal

01 77 00 Closeout Procedures

01 78 23 Operation and Maintenance Data

01 78 39 Project Record Documents

01 81 33 Sustainable Design Requirements - Embodied Carbon

FACILITY CONSTRUCTION SUBGROUP

DIVISION 02 - EXISTING CONDITIONS

Date Section No. Title

02 41 19 Selective Demolition

DIVISION 03 - CONCRETE - Not Used

DIVISION 04 - MASONRY - Not Used

DIVISION 05 - METALS - Not Used

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

Date Section No. Title

06 10 53 Miscellaneous Rough Carpentry

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

Date Section No. Title

07 01 50.19 Preparation for Re-Roofing

07 52 16 SBS Modified Bituminous Membrane Roofing (by CDC)

07 62 00 Sheet Metal Flashing and Trim

DIVISION 08 - OPENINGS - Not Used

DIVISION 09 - FINISHES - Not Used

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

FACILITY SERVICES SUBGROUP - Not Used

SITE AND INFRASTRUCTURE SUBGROUP - Not Used

END OF TABLE OF CONTENTS

122.0091.000

October 12, 2023

Issue for Construction

Texas State University

PROJECT FORMS

00 60 00 - 1

DOCUMENT 00 60 00 - PROJECT FORMS

PART 1 - GENERAL

1.1 FORM OF AGREEMENT AND GENERAL CONDITIONS

A. The following form of Owner/Contractor Agreement and form of the General Conditions shall be used for Project:

1. Standard Form of Agreement between Owner and Contractor, as agreed between the

Owner and Contractor.

a. The General Conditions for Project are specified in Document 00 72 00.

1.2 ADMINISTRATIVE FORMS

A. Copies of AIA standard forms may be obtained from the American Institute of Architects;

http://www.aia.org/contractdocs/purchase/index.htm; docspurchases@aia.org; (800) 942-7732.

B. Pre-Construction Forms:

1. Form of Performance Bond and Labor and Material Bond: AIA Document A312, "Performance Bond and Payment Bond."

2. Form of Certificate of Insurance: AIA Document G715, "Supplemental Attachment for

ACORD Certificate of Insurance 25-S."

C. Information and Modification Forms: Attached at the end of this Section. Construction

Management software generated forms may be substituted for those below provided the forms contain substantially the same information.

1. Submittal Transmittal. (Referenced in Section 01 33 00)

2. Subcontractors and Major Material Suppliers List. (Referenced in Section 01 33 00)

3. Requests for Interpretation (RFI). (Referenced in Section 01 26 13)

4. Substitution Request. (Referenced in Section 01 25 00)

5. Bulletin. (Referenced in Section 01 26 00)

6. Change Order Form. (Referenced in Section 01 26 00)

7. Punch List. (Referenced in Section 01 77 00)

8. Certificate of Substantial Completion. (Referenced in Section 01 77 00)

9. Standard Products Submittal Form (Referenced in Section 01 33 00)

D. Payment Forms:

1. Schedule of Values Form: AIA Document G703, "Continuation Sheet."

2. Payment Application: AIA Document G702/703, "Application and Certificate for

Payment and Continuation Sheet."

October 12, 2023

Issue for Construction

Texas State University

PROJECT FORMS

00 60 00 - 2

3. Form of Contractor's Affidavit: AIA Document G706, "Contractor's Affidavit of

Payment of Debts and Claims."

4. Form of Affidavit of Release of Liens: AIA Document G706A, "Contractor's Affidavit of Payment of Release of Liens."

E. Waste Management Forms:

1. Waste Management Plan Summary. (Referenced in Section 01 74 19)

2. Waste Management Report. (Referenced in Section 01 74 19)

F. Embodied Carbon and Sustainable Design Forms:

1. Environmental Product Declaration (EPD) Reporting Form. (Reference in Section

01 81 33)

END OF DOCUMENT 00 60 00

229 E Houston St

Suite 200

San Antonio TX 78205

Tel: +1 210.222.8059

RI_061919 Fax:

c:\users\2438\documents\00 print files\ri_190715sh.docx=

Project RFI Number

To Date

Attention Project Number

From File 6RFI

Issued By Drawing Sheet /

Location

Subject Detail

Distribution Specifications Page

Number

This is page 1 of

Problem, Cause and Proposed Solution (attach sketches as necessary)

Effect on Schedule

Effect on Cost

Reply

Reply Needed by

Signature Date

San Antonio TX 78205 Tel: +1 210.222.8059

SR_061919 Fax:

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Project Date

Project Location Project Number

General Contractor File 6S

Prepared by This is page 1 of

We certify that the following product is equal or superior to the specified product in appearance, durability, performance, and in every other respect, and we hereby submit it for your consideration as a substitute for the specified item for the above-mentioned project:

1. Specified Item Section

2. Proposed Substitution

3. Reason for Substitution

4. Costs (Provide a complete breakdown of costs, including the cost amount to be DEDUCTED from the Contract Sum if the proposed substitution is accepted. Include documentation for both materials and labor.)

5. Schedule (Describe substitution's affect on construction schedule)

6. Supporting Data

• Cutsheets: Attach complete technical data, including laboratory tests, if applicable.

• Installation: Include complete information on changes to Drawings and/or Specifications describing the steps that the proposed substitution will require for its proper installation.

• Samples: Submit with request all necessary samples and substantiating data clearly marked to prove equal quality and performance to that which is specified.

7. List ways in which the substitution affects dimensions shown on Drawings

8. List affects of proposed substitution on other trades

9. List ways in which proposed substitution will be affected by applicable code requirements and agency approval

10. List differences between proposed substitution and specified item

11. Manufacturer's warranties of the proposed and specified items are: Same Different

Explain:

San Antonio TX 78205 Tel: +1 210.222.8059

SR_061919 Fax:

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12. List information on availability of maintenance service and source of replacement materials

13. Certification of, and Assumption of Liability for, Equivalent Performance

The undersigned certifies that the function, appearance and quality of the proposed substitution is equivalent or superior to the specified item and is in full compliance with the Contract Documents and applicable regulatory requirements.

Supplier Signature

Telephone No. Date

Signature must be by person authorized to legally bind his/her firm to the above terms. Failure to provide legally binding signature will result in retraction of approval.

General Contractor Signature

Telephone No. Date

San Antonio TX 78205 Tel: +1 210.222.8059

BL_061919 Fax:

c:\users\2438\documents\00 print files\bulletin form.docx=

Project Location Architect’s Project Number

Owner/Client File 6BL This is page 1 of

To Attention

Address

City State Zip

Code

Delivered via: Messenger Hand carried Facsimile

Express Pick-up E-mail Address

Mail UPS Website Address

This Bulletin Conveys to Contractor=(Check one of the following five choices.):

Architect's Authorization for Minor Changes

Architect recommends modifications to the Work as described below.

Architect's Clarification / Supplemental Instructions (Use this Bulletin form in place of Architect’s Supplemental Instructions form.)

Contractor shall carry out the Work in accordance with the following supplemental instructions.

Architect's Confirmation of a Field Order (Use this Bulletin form in place of a Field Order form.)= This confirms Architect's verbal instructions to (individual's name) on (date) , as described below.

Note: The above three choices are each subject to the following terms: The change(s), clarification(s) and/or confirmation(s) described below …

… is/are issued in accordance with the Contract Documents, without change in Contract Sum and/or Time.

Architect's Request for Contractor's Proposal (Use this Bulletin form in place of an Estimate Request form.)

Please submit an itemized proposal for changes in the Contract Sum and/or Time for proposed modifications to the Contract Documents described herein. Submit proposal within days or notify the Architect in writing of the date on which you anticipate submitting your proposal. This is not a Change Order or a Construction Change Directive or a direction to proceed with the Work described in the proposed modifications.

Other: As described below.

Attachments

Requested by

Architect Owner Contractor Other (specify):

Issued by Gensler by Date Signed Issued by Owner by Date Signed

Required; Please return signed copy to Gensler Not Required

Accepted by Contractor by Date Signed Required; Please return signed copy to Gensler Not Required

Distribution

Prepared by Gensler by Date Signed

Instructions / Description / References / Dates

Begin text here…

San Antonio TX 78205 Tel: +1 210.222.8059

CO_061919 Fax:

c:\users\2438\documents\00 print files\change order form.docx=

Owner / Client File 6CO This is page 1 of

Contractor Contractor's Request / Quotation

Number / Date

Change to Contract Sum: Choose One: Change to Contract Time:

Original Contract Amount: Choose One: Revised Contract Amount: Choose One:

See Change Order Summary for Revised Total Contract Amount and Time

Reason for Change Requested by

Recommended for Approval by Gensler: by By

Por Date Signed

Approved for Owner / Client By Date Signed

Approved for Contractor By Date Signed

Approved for Tenant

(if applicable) By Date Signed

The above Change Order to the contract shall be effective upon signature by all applicable parties, in accordance with the Conditions of the Contract. The

Contract Amount refers to the Contract Sum or guaranteed Maximum Cost in the Contract.

Distribution

Description / References / Costs / Dates

Begin text here . . .

San Antonio TX 78205

Tel: +1 210.222.8059

PL_061919 Fax:

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Project Date of Observation

List Number File 6PL

This is page

1 of

Present

Field review by Gensler disclosed the item(s) listed below, which is/are not in accordance with the Contract Documents. Contractor shall, upon receipt of this list, and before Gensler issues the Certificate of Substantial Completion, proceed promptly to complete and correct the item(s) and shall then submit a request for another field review by Gensler to determine Substantial Completion. This list supplements Contractor’s Punch List and, unless otherwise noted, supersedes Gensler’s previous list(s). Gensler will rely on this list as the approved record of matters discussed and conclusions reached, unless

Contractor’s written notice to the contrary is received by Gensler within seven calendar days of the date this list was issued.

Distribution

Prepared by Date Issued

Space / Item Number / Descriptions / Observations

San Antonio TX 78205 Tel: +1 210.222.8059

SC_061919 Fax:

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Project Project Number

Project Location Date Issued

Owner / Client File 6SC

Contract Date This is Page 1of

Date of Substantial

Completion

Date of Substantial Completion is applicable to Entire Project Designated Portion of Project, as described below

Punch List Attached Transmitted Separately None

The Work performed under the Contract for Construction has been reviewed and found, to Architect's best knowledge, information and belief, to be substantially complete as of the Date of Substantial Completion entered above. The Date of Substantial Completion is the date when the Work, or designated portion thereof, is sufficiently complete in accordance with the Contract Documents (including any approved change Orders) and all required final inspections and permits have been obtained so Owner can occupy or utilize the Work for its intended use, subject only to completion of minor items

(Punch List).

The Work, or designated portion thereof shall include:

A list of items to be completed or corrected and the date(s) when such items are to be completed (Punch List) may be attached hereto or transmitted separately. This Certificate of Substantial Completion or omission of any item from the Punch List shall not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. The Architect shall not be responsible for any omission from, or other discrepancy on, the

Punch List. Contractor agrees to complete or correct the items listed on the Punch List within days of the above date of Substantial Completion.

Warranties required under the Contract Documents shall commence on the Date of Substantial Completion, except for Punch List items and other incomplete work, warranties for which shall commence on the date such work is satisfactorily completed, unless otherwise agreed in writing by Owner and Contractor.

The Owner and Contractor shall fulfill and transfer responsibilities with regard to insurance, utilities, maintenance, damage, security, surety, and the like, in accordance with the Contract Documents or other written agreement between them.

The Architect has conducted no tests for, and made no determination of the presence or lack of asbestos or other hazardous or toxic substances or pollutants.

The Basic Services of the Architect shall end 30 days after the Date of Substantial Completion, unless otherwise stated in the Owner/Architect Agreement or agreed in writing.

Begin text here . . .

Architect Gensler By Date Signed

Owner / Client By Date Signed

Project Project Number

Project Location 2 of

229 E Houston St

Suite 200

San Antonio TX 78205 Tel: +1 210.222.8059

SC_061919 Fax:

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Contractor By Date Signed

Date Submitted:

Project Period:

02 - Salvaging building materials or salvage items at an off site salvage or re-use center (i.e. lighting, fixtures)

04 - Recycling source separated materials at an off site recycling center (i.e. scrap metal or green matls)

05 - Recycling commingled loads of C&D matls at an off site mixed debris recycling center or transfer station

06 - Recycling material as Alternative Daily Cover at landfills

07 - Delivery of soils or mixed inerts to an inert landfill for disposal (inert fill).

08 - Disposal at a landfill or transfer station.

09 - Other (please describe) _______________________________________________________________

A = Asphalt C = Concrete M = Metals I = Mixed Inert G = Green Matls

W = Wood

Tons Cubic Yd. Other Wt.

a. Total Diversion

Total Quantities: If scales are available at sites, report in tons. If not, quantify by cubic yards. For salvage/reuse items, quantify by estimated weight (or units).

SECTION 1 - RE-USED/RECYCLED MATERIALS

Total Quantities

M/C = Miscellaneous Construction Debris

Facilities Used: Provide Name of Facility and Location (City)

Include all recycling activities for source separated or mixed material recycling centers where recycling will occur.

Type of

Material

Type of

Activity Facility to Be Used / Location

Total Truck

Loads

(Submit after Award of Contract and prior to Start of Work)

Project Title:

Fax: ( )

E-Mail Address:

Prepared by: (Print Name)

Contract or Work Order No.:

Contractor's Name:

Street Address:

City:

D = Drywall

Types of Material to Be Generated

R = Reuse/Salvage

Total Truck Loads: Provide Number of Trucks Hauled from Site During Reporting Period

GenslerWaste Management Plan Summary

O = Other (describe)P/C=Paper/Cardboard

Reuse, Recycling or Disposal Processes to Be Used

Zip: State:

Phone: ( )

Use these codes to indicate the types of material that will be generated on the project

01 - Reuse of building materials or salvage items on site (i.e. crushed base or red clay brick)

Describe the types of recycling processes or disposal activities that will be used for material generated in the project to achieve the required 80% diversion rate . Indicate the type of process or activity by number, types of materials, and estimated quantities that will be recycled or disposed in the sections below:

03 - Recycling source separated materials on site (i.e. crushing asphalt/concrete for reuse or grinding for mulch)

W/C = Wire/Cable

From: To:

S= Soils (Non Hazardous)

WASTE MANAGEMENT PLAN SUMMARY Page 1 of 2

Tons Cubic Yd. Other Wt.

a. Total Reused/Recycled

Tons Cubic Yards Other Wt.

Notes:

1. Suggested Conversion Factors: From Cubic Yards to Tons (Use when scales are not available)

Concrete: 0.93 (ex. 1000 CY Concrete = 930 tons. Applies to broken chunks of concrete)

Ferrous Metals: 0.22 (ex. 1000 CY Ferrous Metal = 220 tons)

Non-Ferrous Metals: 0.10 (ex. 1000 CY Non-Ferrous Metals = 100 tons)

Wood Scrap: 0.16

Total Quantities

SECTION 2 - DISPOSED MATERIALS

Include all disposal activities for landfills, transfer stations, or inert landfills where no recycling will occur.

* Use tons only to calculate recycling percentages: Tons Reused/Recycled/Tons Generated = % Recycled activities):

Total Truck

Loads Facility to Be Used / Location

Type of

Activity

Type of

Material

b. Materials Disposed

c. Total Materials Generated (a. + b. = c.)

d. Landfill Diversion Rate (Tons Only)* (a / c)

SECTION 4 - CONTRACTOR'S LANDFILL DIVERSION RATE CALCULATION

b. Total Disposed

c. Total Generated

b. Total Disposal

SECTION 3 - TOTAL MATERIALS GENERATED

Gypsum Board Scrap: 0.20

Asphalt: 0.61 (ex. 1000 CY Asphalt = 610 tons. Applies to broken chunks of asphalt)

Contractor's Comments (Provide any additional information pertinent to planned reuse, recycling, or disposal

Add totals from Section 1 + Section 2

Min. 80% Diversion Required

a. Materials Re-Used and Recycled

This section calculates the total materials to be generated during the project period (Reuse/Recycle + Disposal = Generation)

WASTE MANAGEMENT PLAN SUMMARY Page 2 of 2

Date Submitted:

Project Period:

02 - Salvaging building materials or salvage items at an off site salvage or re-use center (i.e. lighting, fixtures)

04 - Recycling source separated materials at an off site recycling center (i.e. scrap metal or green matls)

05 - Recycling commingled loads of C&D matls at an off site mixed debris recycling center or transfer station

06 - Recycling material as Alternative Daily Cover at landfills

07 - Delivery of soils or mixed inerts to an inert landfill for disposal (inert fill).

08 - Disposal at a landfill or transfer station.

09 - Other (please describe) _______________________________________________________________

A = Asphalt C = Concrete M = Metals I = Mixed Inert G = Green Matls

W = Wood

Tons Cubic Yd. Other Wt.

GenslerWaste Management Report

O = Other (describe)P/C=Paper/Cardboard

Reuse, Recycling or Disposal Processes to Be Used

Zip: State:

Phone: ( )

(Submit with Each Progress Payment)

Project Title:

Fax: ( )

E-Mail Address:

Prepared by: (Print Name)

Contract or Work Order No.:

Contractor's Name:

Street Address:

City:

01 - Reuse of building materials or salvage items on site (i.e. crushed base or red clay brick)

Describe the types of recycling processes or disposal activities that will be used for material generated in the project to achieve the required 80% diversion rate . Indicate the type of process or activity by number, types of materials, and estimated quantities that will be recycled or disposed in the sections below:

Total Quantities

M/C = Miscellaneous Construction Debris

Facilities Used: Provide Name of Facility and Location (City)

Include all recycling activities for source separated or mixed material recycling centers where recycling will occur.

Type of

Material

Type of

Activity Facility to Be Used / Location

Total Truck

Loads

03 - Recycling source separated materials on site (i.e. crushing asphalt/concrete for reuse or grinding for mulch)

W/C = Wire/Cable

From: To:

S= Soils (Non Hazardous)

D = Drywall

Types of Material to Be Generated

Use these codes to indicate the types of material that will be generated on the project

a. Total Diversion

R = Reuse/Salvage

Total Truck Loads: Provide Number of Trucks Hauled from Site During Reporting Period

Total Quantities: If scales are available at sites, report in tons. If not, quantify by cubic yards. For salvage/reuse items, quantify by estimated weight (or units).

SECTION 1 - RE-USED/RECYCLED MATERIALS

WASTE MANAGEMENT REPORT Page 1 of 2

a. Total Reused/Recycled

Tons Cubic Yards Other Wt.

Notes:

1. Suggested Conversion Factors: From Cubic Yards to Tons (Use when scales are not available)

Concrete: 0.93 (ex. 1000 CY Concrete = 930 tons. Applies to broken chunks of concrete)

Ferrous Metals: 0.22 (ex. 1000 CY Ferrous Metal = 220 tons)

Non-Ferrous Metals: 0.10 (ex. 1000 CY Non-Ferrous Metals = 100 tons)

Wood Scrap: 0.16

Contractor's Comments (Provide any additional information pertinent to planned reuse, recycling, or disposal

* Use tons only to calculate recycling percentages: Tons Reused/Recycled/Tons Generated = % Recycled activities):

Gypsum Board Scrap: 0.20

Asphalt: 0.61 (ex. 1000 CY Asphalt = 610 tons. Applies to broken chunks of asphalt)

Total Truck

Loads Facility to Be Used / Location

Type of

Activity

Type of

Material

SECTION 2 - DISPOSED MATERIALS

Include all disposal activities for landfills, transfer stations, or inert landfills where no recycling will occur.

Total Quantities

c. Total Generated

b. Total Disposal

SECTION 3 - TOTAL MATERIALS GENERATED

b. Materials Disposed

c. Total Materials Generated (a. + b. = c.)

d. Landfill Diversion Rate (Tons Only)* (a / c)

SECTION 4 - CONTRACTOR'S LANDFILL DIVERSION RATE CALCULATION

b. Total Disposed

This section calculates the total materials to be generated during the project period (Reuse/Recycle + Disposal = Generation)

Add totals from Section 1 + Section 2

Min. 80% Diversion Required

a. Materials Re-Used and Recycled

WASTE MANAGEMENT REPORT Page 2 of 2

Environmental Product Declaration Reporting Form

Project Name Project Location

General Contractor Date

Subcontractor File 6ER This is page 1 of

The information below identifies the status of a Type III Environmental Product Declaration in accordance with ISO 14025 for the product(s) listed below.

Manufacturer Product

☐ The product listed above has available one of the following Type III Environmental Product Declarations:

☐ Product-Specific Type III Environmental Product Declaration. See attached.

☐ Industry-Wide (Generic) Type III Environmental Product Declaration. See attached.

☐ A Type III Environmental Product Declaration is IN DEVELOPMENT for the product listed above and will be published by the provided date:

Date:

☐ A Type III Environmental Product Declaration is NOT AVAILABLE for the product at this time.

We certify that the following information is accurate to the best of our knowledge at the time of submission.

Contractor Signature Date

October 12, 2023

Issue for Construction

Texas State University

GENERAL CONDITIONS

00 72 00 - 1

DOCUMENT 00 72 00 - GENERAL CONDITIONS

PART 1 - GENERAL

A. General Conditions of the Contract for Construction, 2010 Uniform General Conditions for

Construction Contracts, hereinafter referred to as General Conditions, are hereby made a part of the Contract Documents.

B. The Contractor is hereby specifically directed, as a condition of the Contract, to become acquainted with the Articles contained therein, and to notify and apprise all Subcontractors and other parties to the Contract of, and bind them to, its conditions.

C. No contractual adjustments shall be due as a result of failure on the part of the Contractor, Subcontractors or other parties to the Contract to be fully acquainted with the General

Conditions.

D. The General Conditions of the Contract may be amended by Supplementary Conditions.

E. The provisions of the General and Supplementary Conditions, when included, and Division 01

"General Requirements," apply to the Work specified in each Section of the Specifications.

F. Where conflicts occur concerning the Architect's duties and responsibilities between the

General Conditions and the Agreement between the Owner and Architect, the Agreement shall take precedence.

G. If not otherwise included in the Owner-Contractor Agreement or specifically included in the bidding documents, the Contractor shall obtain the Owner's insurance requirements prior to submitting a bid.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF DOCUMENT 00 72 00

October 12, 2023

Issue for Construction

Texas State University

SUMMARY

01 10 00 - 1

SECTION 01 10 00 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Specification and drawing conventions.

4. Miscellaneous provisions.

1.2 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and other Division 01 Specification Sections, apply to the Work of all Sections in the Specifications. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all.

B. Conflicts or discrepancies among the Contract Documents shall be resolved in the following order of priority:

1. Contract modifications (such as Change Orders and Bulletins) of later date take precedence over those of earlier date;

2. the Agreement;

3. Addenda of later date take precedence over those of earlier date;

4. the Supplementary Conditions;

5. The General Conditions;

6. Drawings and Specifications; Drawings govern Specifications for quantity and location.

Specifications govern Drawings for quality and performance. In the event of ambiguity or conflicts, the greater quantity and the better quality shall govern.

1.3 PROJECT INFORMATION

A. Project Identification: Texas State University, Jowers Building Reroof.

1. Project Location: Jowers Building, San Marcos, Texas.

B. Owner: Texas State University.

C. Architect: Gensler, 200 E. Grayson, Suite 207, San Antonio, Texas 78215. Telephone:

210.222.8059.

D. Envelope Consultant: Curtain Wall Design and Consulting, Inc. (CDC), 8070 Park Lane, Suite

150, Dallas, Texas 75231. Telephone: 972.437.4200.

October 12, 2023

Issue for Construction

Texas State University

01 10 00 - 2

1.4 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and consists of removal of existing roofing and providing new roofing on Jowers Building, as indicated on Drawings and as described in Section 01 11 00 "Summary of Work."

B. Type of Contract:

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

1.5 SPECIFICATION AND DRAWING CONVENTIONS

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

These conventions are as follows:

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

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

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

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

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

3. Keynoting: Materials and products are identified by reference keynotes referencing

Specification Section numbers found in this Project Manual.

1.6 MISCELLANEOUS PROVISIONS

A. Special Insurance: Contractor's Commercial General Liability insurance shall contain no exclusion that would deny coverage for any claim arising out of or contributed to by any fungus, mildew, mold, or resulting allergens. If such exclusion exists and cannot be removed by endorsement, Contractor shall submit proof of coverage for fungus, mildew, mold, or resulting allergens under a Pollution Legal Liability or Contractor's Pollution Liability policy.

B. Tax Exemption: The Owner states that it qualifies for exemption from certain State and Local

Sales and Use Taxes pursuant to the provisions of the state of Texas Tax Code, Applicable

Chapter . The Contractor may claim exemption from payment of applicable State taxes by complying with such procedures as prescribed by the State Comptroller of Public Accounts.

The Owner is not required to reimburse the Contractor for taxes paid on items that qualify for tax exemption.

October 12, 2023

Issue for Construction

Texas State University

01 10 00 - 3

PART 2 - PRODUCTS (Not Used)

END OF SECTION 01 10 00

Curtainwall Design Consulting October 12, 2023 Texas State University

SUMMARY OF WORK 01 11 00 - 1

Copyright 2023 Curtainwall Design Consulting

SECTION 01 11 00 – SUMMARY OF WORK

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section is for the convenience of the Contractor only and shall not be construed as a complete accounting of all work to be performed.

B. The extent of the Scope of Work is indicated on the drawings and by the requirements of each section of the specifications.

C. Refer to additional notes on the roof plan drawing.

1.2 LOCATION OF WORK

A. As specified by the contract.

1.3 GENERAL REQUIREMENTS

A. Work Included

1. The work shall include the furnishings of all labor, tools, materials, equipment, transportation, and the performance of all operations required to provide construction as specified herein and shall include the cleanup and removal from site of all debris resulting from the operations performed. It shall also be the Contractor’s responsibility to take all necessary safety precautions and to furnish barricades and / or safety measures as required.

2. The Contractor shall make all necessary notices for warranty purposes to the primary roofing manufacturer, to secure timely inspections, and issuance of the warranty.

3. No changes involving additional cost may be started without prior approval of the Project

Manager.

4. Any landscaping, asphalt, concrete, etc. damaged by the Contractor will be repaired at the

Contractor’s expense. Contractor must notify the Project Manager of any damaged areas prior to the start of each project.

5. Staging areas to be kept secure at all times. All staging areas to be selected by the Project

Manager.

B. Schedule

1. The Contractor will note that time is of the essence. The Contractor shall work closely with the Owner in coordinating and performing the work. Work hours shall be coordinated with the Owner. Unless approved by the Project Manager, work hours shall be as follows:

a. <?> a.m. to <?> p.m., Monday through Friday.

b. Saturdays, Sundays, and Holidays – With prior approval of the Project Manager.

SUMMARY OF WORK 01 11 00 - 2

1.4 CODE COMPLIANCE

A. The completed roof system shall meet the following requirements:

1. 2018 International Building Code (IBC).

2. 2018 International Residential Code (IRC). As applicable

3. 2018 International Energy Conservation Code (IECC).

4. 2018 International Existing Building Code (IBEC)

5. 2018 Uniform Mechanical Code (UMC).

6. 2020 National Electrical Code (NEC)

7. 2018 Uniform Plumbing Code (UPC).

8. 2015 International Fire Code (IFC)

9. NFPA Standards as referenced in the 2015 IFC and IBC.

10. Local Amendments to the Code.

1.5 QUALITY ASSURANCE BY ROOF SYSTEM MANUFACTURER

A. Membrane manufacturer’s technical representative, who shall be a full-time employee of the membrane manufacturer, shall provide quality assurance in conjunction with the membrane installation. During each visit, the manufacturer’s technical representative shall check all work installed since the last visit, mark all defects for repair, and provide a written site visitation report listing any deficient work requiring correction by the Contractor. All reports and other correspondence associated with the site visit shall be provided to the Contractor and Consultant within three (3) business days of the visit.

B. The manufacturer’s technical representative shall coordinate all site visits with the Contractor and

Owner’s Representative a minimum of three (3) business days in-advance.

PART 2 - PRODUCTS

2.1 NO PRODUCTS ARE REQUIRED IN THIS SECTION

PART 3 - EXECUTION

3.1 DEMOLITION AND ROOF PREPARATION

A. Coordinate all aspects of demolition work with Project Manager.

B. Provide protective measures in and around the building to protect the building and adjacent surfaces from being soiled or damaged and as directed by the Project Manager.

C. Prior to tear-off, verify that all soil pipes, flues, steel members, and other similar penetrations are secured to the building structure. Coordinate removal or securement of all unsecured penetrations prior to the start of roof demolition.

D. Tear off existing roof membrane.

SUMMARY OF WORK 01 11 00 - 3

E. Remove all existing coverboard/perlite.

F. Remove all existing insulation.

G. Remove all existing Base Sheet Fastened to Gypcrete Deck

H. Tear off all base flashings.

I. Remove wood nailers / plywood located during post tear-off inspection.

J. Remove existing deteriorated decking as determined during post tear-off deck inspection.

K. Remove and dispose of existing roof related sheet metal, unless particular component is identified on the drawings for reuse of the existing.

L. Remove all loose debris from decking and broom clean prior to beginning roof system application.

M. Remove debris from roof area and properly dispose of all materials off site.

N. Watertest all roof drains (to determine if they are functioning properly or are clogged) before roof replacement work beings. Provide written results of said testing to Owner. After new roof system installation is complete and before roof watertesting, watertest all drains again to determine if they are properly working. Provide written results of said testing to Owner.

O. Clean existing drains down to the cast iron surface as well as the plumbing pipes from asphaltic debris and prepare drains for membrane roofing. Remove broken drain bolts from drain castings, where required. Replace damaged roof drains that are beyond repair.

P. At the end of each day, ensure all drains are in proper working order, and drain lines are totally unrestricted. Implement and complete any required corrective measures before leaving the job site that day.

3.2 DECK REPAIR / REPLACEMENT

A. Replace deteriorated decking as required per the specification.

3.3 ROUGH CARPENTRY

A. Install nailers where required to match height of roof insulation.

B. Install nailer at parapet wall.

C. Install plywood and gypsum board as detailed.

D. Fasten nailers / plywood to building structure as required to meet specified standards.

E. Base Bid shall include the installation of new nailers as detailed or specified.

SUMMARY OF WORK 01 11 00 - 4

3.4 BASE SHEET

A. Install Parabase Base Sheet, fasten down with Gypsum Fasteners (Fasteners Bases of

Manufacturer, see spec 075216)

3.5 RIGID INSULATION

A. Install roof insulation and means of attachment per drawings and specifications.

B. Install tapered saddles, crickets, and edge strips as shown or specified – this will be field verified.

3.6 LOW SLOPE ROOFING MEMBRANE / FLASHINGS

A. Install SBS 2-Ply Roofing Membrane – Basis of Design Red color cap sheet per Texas State

University Standards.

B. Install SBS membrane flashing at all perimeters, penetrations, and drains.

C. Install walkway as shown on drawings or as directed by Owner’s Representative.

3.7 ROOF RELATED SHEET METAL

A. Install roof related sheet metal components as per drawings and specifications.

B. Proved all necessary sealant primers, sealant, sealant tapes, solder / weld joints, and fasteners to ensure a watertight installation.

3.8 PLUMBING WORK

A. Free any clogged drains or drain lines.

B. Replace all missing, damaged, plastic, or improperly fit drain strainers, and / or clamping rings.

All replacement drain strainers shall be cast iron strainers and shall fit with clamping rings. All replacement clamping rings shall be cast iron and shall properly fit with existing drain bolts.

C. Install replacement drain bolts. Clean existing bolt sockets by retapping, where required.

D. Clean, prime, and paint drain rings and drain strainers, as follows:

1. Surface preparation: Remove all old sealants, debris, loose rust, and loose paint using power-assisted hand tools and / or solvents.

2. Primer: Apply one coat of Rust-O-Leum’s 1060/1069 Heavy Duty Primer.

3. Finish: Apply one coat of Rust-O-Leum’s 3400 Industrial Enamel.

E. Functional clamping ring shall be installed at each drain during the same workday as membrane installation.

SUMMARY OF WORK 01 11 00 - 5

F. Raise, move, and / or relocate any plumbing pipe penetrations that do not allow for the proper and recommended installation of the new roofing system.

3.9 MECHANICAL / ELECTRICAL WORK

A. Disconnect and reconnect units as required for lifting.

B. Extend ducts as required for raising curbs to finished elevations.

C. Raise, move, and / or relocate any electrical penetrations that do not allow for the proper and recommended installation of the new roofing system.

3.10 ROOFTOP UTILITIES

A. The project may require the removal, relocation, raising, modification, or cleaning of existing rooftop utilities such as conduits, pipes, and cables.

B. All work involving modifications to a utility service shall be accomplished by subcontractor approved by the Owner.

C. Unless approved in advance by the Owner, all utilities shall remain in service during the course of the project. No service shall be disrupted without prior approval of the Owner.

D. Prior to the start of any roof work, the Contractor shall ascertain the operational status of the rooftop utilities. After approval by the Owner all abandoned utilities shall be properly disconnected, terminated, or capped and removed. Proper disposal of all abandoned utility materials shall be the responsibility of the Contractor.

E. All modification to rooftop utilities shall be verified and certified to be in proper working condition upon completion of the work.

F. All rooftop utilities shall be verified and certified to be in proper working condition upon completion of the work.

G. Cleaning or removal of the existing roofing shall be accomplished in such a manner so as to not damage the utility.

1. Removal of existing roofing shall be accomplished to the extent required to perform the flashing work indicated and / or as required to have clear space beneath the utility to install the specified roof system.

2. All damaged or removed pipe insulation shall be replaced.

H. Relocation or rising of rooftop utilities shall be accomplished in such a manner as to meet the following requirements unless otherwise approved by the Owner and roofing system manufacturer and in concert with the proper installation of new roofing.

1. Mechanical system items shall be raised to provide clearance from top of finished roof surface as required by the roofing system Manufacturer in order to supply the specified roofing system warranty.

2. Remove and reinstall conduits and temporary electrical service entrance (masts) for proper installation of roofing system.

SUMMARY OF WORK 01 11 00 - 6

3.11 ROOFTOP MECHANICAL EQUIPMENT

A. During the course of this project, some of the rooftop equipment may require lifting or modifications.

B. The disconnection and connection of all ductwork and piping shall be accomplished by a properly licensed subcontractor.

C. Prior to the start of any work, the operational status of the equipment shall be verified by the subcontractor. Any discrepancies shall be reported in writing to the Owner’s representative.

D. All modifications shall meet applicable codes and Owner standards.

E. All rooftop mechanical equipment shall be verified and certified to be in proper working condition upon completion of the work.

3.12 ROOFTOP SATELLITE EQUIPMENT

A. Temporarily remove equipment as required to properly install the new roofing system.

B. Coordinate all movement of such equipment with the Owner and re-install equipment in its proper location required to provide service to the owner.

3.13 EXPANSION JOINTS

A. Remove existing expansion joints and install new systems per specifications and drawings where required to properly install the new roofing system. Reinstall integral sealants, gaskets, and other components when installing new expansion joint assemblies.

B. Remove existing expansion joint assemblies as noted on drawings and replace with membrane expansion joints as noted and detailed on the drawings.

3.14 SEALANTS

A. Examine existing condition of all exterior sealant at roof level, adjacent to roofing, and at exterior walls.

B. Remove all failed sealants and properly prepare substrates to receive new sealants.

C. Install new silicone sealant where exposed to UV.

D. Install other sealants in concert with drawings and per systems specifications.

3.15 MISCELLANEOUS

A. Coordinate the work throughout the duration of the project as to minimize disruption of facility operations.

SUMMARY OF WORK 01 11 00 - 7

END OF SECTION 01 11 00

October 12, 2023

Issue for Construction

Texas State University

WORK RESTRICTIONS

01 14 00 - 1

SECTION 01 14 00 - WORK RESTRICTIONS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General Conditions and other

Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Existing utility interruptions.

2. Use of premises.

3. Occupancy requirements during construction.

4. Miscellaneous restrictions.

1.3 EXISTING UTILITY INTERRUPTIONS

A. Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:

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

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

1.4 USE OF PREMISES

A. Access: At all times, provide the Architect and the Owner's representatives, easy and safe access to the Work wherever it is in preparation and progress. Provide such access so Architect may perform its functions. Provide access to any testing agencies to perform required testing.

1. Coordination with Owner's Separate Contractors: Provide access for Owner's separate contractors listed in Section 01 10 00 "Summary" and coordinate schedule for the installation of their work.

B. Contractor shall have limited use of Project site for construction operations as indicated on

Drawings by the Contract limits and as indicated by requirements of this Section.

C. Use of Site: Confine operations at the site to areas permitted by law, ordinances, permits, and the Contract Documents. Do not unreasonably encumber the Site with any materials or equipment. Coordinate loading on floor or roof with Architect and/or Structural Engineer to assure that no surfaces exceed carrying capacity.

October 12, 2023

Issue for Construction

Texas State University

01 14 00 - 2

1. Coordinate with Owner for secured storage within the building, if applicable.

2. Protect and maintain common areas of the building that are in the path of travel for construction personnel and used for transporting materials and equipment to and from the construction site.

3. Limits: Confine constructions operations to areas indicated on Drawings.

4. Driveways and Entrances: Keep driveways loading areas, and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times.

Do not use these areas for parking or storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances.

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

5. Do not block entrances, fire exits or lanes, or delivery routes.

6. Limit use of driveways and entrances to the following times:

a. Monday through Friday: 9 AM to 4 PM.

b. After Hours (When Approved by Owner : 7 PM to 10 PM, and anytime on

Saturday.

D. On-Site Work Hours: Limit work in the existing building to normal business working hours, Monday through Friday, unless otherwise indicated.

1. Hours for Noise-Generating, Odor-Generating, and Dust-Generating Activities and

Demolition: After business hours, or at such times as approved by the Owner.

a. Noise- and Odor-Generating activities include, but are not limited to, concrete saw cutting, core drilling, spray painting, hammering, nailing, and similar work, which may cause noise, dust, or odors, thereby disturbing occupants.

E. Condition in Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations. Protect building and its occupants during construction period.

1.5 OCCUPANCY REQUIREMENTS DURING CONSTRUCTION

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

B. Partial Owner Occupancy: Owner will occupy the premises during entire construction period, with the exception of areas under construction. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's operations. Maintain existing exits unless otherwise indicated.

1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used

October 12, 2023

Issue for Construction

Texas State University

01 14 00 - 3 facilities without written permission from Owner and approval of authorities having jurisdiction.

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

3. Schedule use of premises for Work and coordinate construction operations with the

Owner to allow for Owner occupancy.

4. Schedule use of premises for Work and coordinate construction operations with the

Owner to allow for use of site and premises by the public.

5. Keep premises orderly, clean and with a minimum of obstruction and inconvenience to the tenants and the public.

6. Relocate any stored products that interfere with public access, operations of the Owner or separate contractor. If necessary, obtain and pay for additional storage or work areas needed for operations.

1.6 MISCELLANEOUS RESTRICTIONS

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

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

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

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

C. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet (8 m) of entrances, operable windows, or outdoor-air intakes.

D. Employee Identification: Provide identification tags for Contractor personnel working on

Project site. Require personnel to use identification tags at all times.

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

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

PART 2 - PRODUCTS (Not Used)

END OF SECTION 01 14 00

October 12, 2023

Issue for Construction

Texas State University

SUBSTITUTION PROCEDURES

01 25 00 - 1

SECTION 01 25 00 - SUBSTITUTION PROCEDURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General Conditions and other

Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.

B. Related Sections:

1. Section 01 60 00 "Product Requirements" for requirements for submitting comparable product submittals for products by listed manufacturers.

2. Divisions 02 through 49 Sections for specific requirements and limitations for substitutions.

1.3 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…