ESBD_383132_1732022445353_Combined Specs.pdf

Texas Department of Criminal Justice

Sanchez Unit

MWR #10823010

Install HVAC Units - Z Bldg.

10/17/2024

Table of Contents Page 1 of 1

Texas Department of Criminal Justice

Sanchez Unit Install HVAC Units - Z Bldg.

MWR #10823010

This document is released for Construction.

TABLE OF CONTENTS

DIVISION 01

01 00 00 Scope of Work v.20221019 01 00 00.10 Project Specific Requirements - Vendor v.20210212 01 00 00.20 Project Specific Requirements - TDCJ Personnel v.20220406 01 10 00 General Requirements v.20241010 01 42 00 References v.20230221

DIVISION 23

23 05 01 Common Work Results for Mechanical v.20240906 23 05 29 Hangers and Supports for HVAC Piping Systems v.20211122 23 07 13 HVAC Duct Insulation v.20190301 23 11 23 Facility Natural-Gas Piping v.20190601 23 31 13 Metal Ducts v.20211118 23 33 00 Duct Accessories v.20210201 23 51 00 Gas Vents v.20241009 23 74 16.11 Packaged, Rooftop Air Conditioning Units v.20241010 23 81 26.11 Split-System Air-Conditioner Condensing Units v.20240813

DIVISION 26

26 05 19 Low Voltage Electrical Conductors and Cables v.20210727 26 05 26 Grounding and Bonding for Electrical Systems v.20210602 26 05 29 Hangers and Supports for Electrical Systems v.20170601 26 05 33 Raceways and Boxes for Electrical Systems v.20230207 26 05 53 Identification for Electrical Systems v.20210602 26 24 16 Panelboards v.20210602 26 25 50 Generator Docking Station v.20240830 26 27 26 Wiring Devices v.20200301 26 28 16 Enclosed Switches and Circuit Breakers v.20190401 26 32 13.13 Diesel Powered Engine Generator Set v.20240903 26 36 23 Automatic Transfer Switches v.20170601

TDCJ Facilities Engineering Scope of Work v.20221019 Sanchez Unit Section 01 00 00 - Page 1 of 4 Install HVAC Units - Z Bldg. - Construction MWR #10823010

SECTION 01 00 00 – SCOPE OF WORK v.20221019

[Standard TDCJ Specification]

PART 1 - GENERAL

1.1 Title of this solicitation cannot be interpreted to accurately represent work required for this solicitation to be provided and/or performed by vendor.

1.2 Work: The term “Work” means the provision of materials, equipment, field services, and/or construction and/or installation required by these documents.

A. The entirety of the “Work” as described by these documents is fundamentally divided into two portions.

1. One, to be provided by the Vendor – the seller or offeror of materials, equipment, and/or provision of field services to fulfill the Vendor’s obligations.

a. The portion of the Work to be provided by the Vendor may be limited to provision of materials, equipment, and/or field services only (Part-1 and Part- 2 of included Specification Specifications).

2. And two, the portion of the Work described as the actual installation and/or construction.

a. The portion of the Work identified as construction and/or installation may or may not be identified to be performed by Vendor. Review Scope of Work to be performed by Vendor and included specification sections carefully.

1) Where Part-3 of included Specification Sections is not included, construction and/or installation is not required to be performed by Vendor. Where Part-3 of included Specification Sections is included, requirements of Part-3 are included in Scope of Work to be performed by Vendor.

1.3 Unless otherwise indicated, the individual functioning as the Project Administrator for this project is the Maintenance Regional Manager, per TDCJ Maintenance Construction policy.

A. The Maintenance Regional Manager may delegate this function at their discretion (See 01 10 00 – General Requirements, 1.2.L).

B. Contact TDCJ Region Maintenance Manager for designation.

PART 2 - SCOPE OF WORK TO BE PERFORMED BY VENDOR

2.1 Requirements of PART-1 of all included Specification Sections are by reference included in the Scope of Work to be performed by Vendor.

2.2 Requirements of PART-2 of all included Specification Sections are by reference included in the Scope of Work to be performed by Vendor.

2.3 Carefully review Sections 2.3 and 2.4 of all included Specification Sections for requirements for Field Services (Inspections, Startup, Training, etc.) and Warranties.

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2.4 Unless otherwise noted, provide all Submittals identified in paragraph 2.5 of all included Specification Sections with Bid. All Submittals for elements to be incorporated into the Work require documentation in compliance with the following:

A. Check for coordination with other requirements.

B. Stamp each submittal with a uniform approval stamp with a statement certifying that submittal has been reviewed, checked and confirmed for compliance with the Solicitation Documents. Mark with Contractor’s approval stamp and provide Contractor’s signature before submission.

C. Where a specification or other technical requirement contained within the portion of this solicitation that is signed and sealed by an Architect/Engineer conflicts with a specification or other technical requirement elsewhere in this solicitation, the requirement contained in the portion signed and sealed by the Architect/Engineer shall prevail.

2.5 Refer to 01 10 00 – General Requirements, Section 2.5 for additional requirements for submittals required to be submitted with Bid.

2.6 Where elements delivered to project site are to be installed by Vendor, Vendor shall be present to accept delivery of these elements. Specifically refer to 01 10 00 – General Requirements: PART-2 Handling – Transit and Delivery article.

2.7 Unless otherwise stated, elements removed and not reinstalled as part of the required Scope of Work for Vendor, removed elements become property of Vendor, shall be removed from project site, and legally disposed.

2.8 See Section 01 00 00.10 – Project Specific Requirements – Vendor.

PART 3 - SCOPE OF WORK TO BE PERFORMED BY TDCJ PERSONNEL

3.1 ATTENTION REQUISITION WRITERS: In our endeavor to assist in the acquisition of required elements that fully meet the intent and function of what has been specified for your project, please contact the TDCJ Project A/E of Record for assistance when writing a requisition for long lead-time items or items that require advance fabrication. Facilities Engineering wishes to contribute in every way possible to ensure your requisition(s) get you what you need.

Regardless of Facilities Engineering’s level of participation in writing the requisition:

A. Where items are shipped to project location but are to be installed by Vendor/Contractor – DO NOT ACCEPT DELIVERY. Specifically refer to 01 10 00 – General Requirements:

PART-2 Handling – Transit and Delivery article.

B. Where items are shipped to project location for installation by TDCJ personnel:

1. Visually inspect elements for external damage that may have occurred during Transit. Where external damage is visible, notify PA and TDCJ Project A/E prior to off-loading delivered elements.

2. Coordinate Field Inspections that may be required in 2.3 of included specifications to be performed by Vendor upon Delivery or otherwise included in Scope of Work to be Performed by Vendor.

3. Make provisions for off-loading delivered elements.

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3.2 Where specifications and/or drawings refer to “Contractor” or “Vendor” for portions of the Work pertinent to the Scope of Work for TDCJ Personnel, “Contractor” or “Vendor” shall be interpreted to intend the TDCJ resource performing the Work and the requirement and/or specification is required to be met as though the TDCJ resource were the Contractor.

3.3 Please advise the TDCJ Project A/E of Record of the identification of the individual functioning as the PA.

3.4 As applicable, ensure the accomplishment of, and compliance with, requirements of Part 3 – Execution of each included Specifications section.

A. There are requirements of Part 3 – Execution of Section 01 10 00 – General Requirements that require submittals to the individual functioning as the Project Administrator for this project.

1. Utilize requirements of 01 10 00 General Requirements – 3.2 (Preparation) and 3.6 (Execution Submittals) to begin dialog with TDCJ Project A/E for planning and coordination of project goals and objectives, i.e. review of Request For Information/ Architect’s Supplemental Instruction/ Engineer’s Supplemental Instruction status;

observances at anticipated intervals or benchmarks; demonstration of Quality Control requirements; and other items that will vary based on size and complexity of subject project.

B. Each Part 3 – Execution of additional included specification sections have requirements for:

1. Installer Qualifications (3.1),

2. Preparation (3.2),

3. Execution Requirements (3.3),

4. Quality Control (3.4),

5. Commissioning (3.5),

6. Execution Submittals (3.6), and/or

7. Close Out (3.7)

C. These requirements include approval submittals that are required to be submitted to the individual functioning as the PA. These requirements also include approval submittals required to be submitted to the PA that are subsequently required to be submitted to the TDCJ Project A/E of Record.

D. Be advised some Execution Submittals may require approval prior to beginning construction.

E. Coordinate access for deliveries and construction activities as required.

F. All work performed shall be in compliance with all federal, state, and local laws, codes, and standards. These include, but are not limited to, the latest adopted versions of:

1. National Electrical Code (NFPA – 70)

2. Standard for Electrical Safety in the Workplace (NFPA – 70E)

3. Life Safety Code (NFPA – 101)

4. Texas Architectural Barriers Act (TABA)

5. TDCJ Risk Management Lock-Out Tag-Out Policy (RM-48)

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6. TDCJ Job Safety Analysis (RM-11)

7. TDCJ Personal Protective Equipment Policy (RM-42)

8. TDCJ Design Criteria Manual (TDCJ Intranet\Facilities Division\Policies and Procedures\Engineering)

G. See Section 01 00 00.20 – Project Specific Requirements – TDCJ Personnel.

END OF SECTION

TDCJ Facilities Engineering Project Specific Requirements - Vendor v.20210212 Sanchez Unit Section 01 00 00.10 - Page 1 of 1 Install HVAC Units - Z Bldg. - Construction MWR #10823010

SECTION 01 00 00.10 – PROJECT SPECIFIC REQUIREMENTS – VENDOR v.20210212

1.1 Vendor is to supply equipment only.

TDCJ Facilities Engineering Project Specific Requirements - TDCJ Personnel v.20220406 Sanchez Unit Section 01 00 00.20 - Page 1 of 1

SECTION 01 00 00.20 – PROJECT SPECIFIC REQUIREMENTS – TDCJ PERSONNEL v.20220406

PART 1 - NOT USED

PART 2 - NOT USED

PART 3 - GENERAL

3.1 See Scope of Work – 01 00 00, PART- 3.

3.2 Install new air handlers with cooling coils in locations of current heat only air handlers serving the dorms and ad seg areas.

3.3 Preserve existing ductwork for reconnection to new air handlers.

3.4 Connect gas piping serving existing air handlers to new units.

3.5 Provide primary drain pans for condensate collection and drain to nearest drain location. Provide emergency shutoff switch in each primary drain pan which will shut off air handler if drain pan fills with water and fails to drain condensate.

3.6 Use existing gas vent piping to vent the new air handlers.

3.7 Install new five-ton condensing units to serve the cooling needed for the new air handlers. These condensing units may sit on precast concrete pads. Locate generally where shown on the plans as close as possible to air handler locations.

3.8 Run refrigerant/control wire line sets from condensing unit locations to air handler being served by each condensing unit.

3.9 Re-use existing wiring serving air handlers for the new air handlers.

3.10 Install new electrical conduit and wiring and associated switches and devices as shown on the plans to supply power for the new condensing units.

3.11 When wiring and equipment installation is completed, test the new refrigerant lines with nitrogen and pull vacuum on the new lines. When the lines are proven tight, charge with appropriate refrigerant and startup the units per manufacturer instructions. Verify proper operation.

TDCJ Facilities Engineering General Requirements v.20241010 Sanchez Unit Section 01 10 00 - Page 1 of 7

SECTION 01 10 00 – GENERAL REQUIREMENTS v.20241010 [Standard TDCJ Specification]

PART 1 – GENERAL

1.1 SUMMARY

A. See PART-1 of all included specification sections for requirements for all elements to be provided. Requirements include specifications as identified on included equipment schedule(s) and/or project drawings.

B. Bid price shall include all shipping, permits, freight charges, and other charges as may be applicable to complete requirements of solicitation.

1.2 DEFINITIONS

A. Architect/Engineer (A/E) – a person registered as an architect under Chapter 1051 Occupations Code, a landscape architect under Chapter 1052 Occupations Code, an engineer under Chapter 1001 Occupations Code. As applicable by context, A/E shall be interpreted as defined by DP.

B. A/E’s Representative – is defined as A/E’s designated resource for certain approvals (other than approvals of technical requirements identified on documents bearing A/E’s seal and signature). For subject project, the A/E’s Representative is designated as the entity designated as the Project Administrator.

C. A/ESI – Architect’s/Engineer’s Supplemental Instruction.

D. AHJ – Authority Having Jurisdiction.

E. Beneficial Occupancy (BO) – for subject project shall be interpreted to intend the date an identifiable portion of the Work is sufficiently complete. The PA and Contractor may agree for that portion of the Work to be released to TDCJ’s operation and/or control for the use for which it is intended.

F. Certifying Authority - the Design Professional who has, or will, provide professional seal and signature for required plans and/or specifications.

G. Closeout – is defined as final activities as may be identified to demonstrate compliance with Construction Documents requirements and/or to transfer of operation, maintenance, and/or control to TDCJ.

H. Construction Documents – Drawings and/or Specifications.

I. Contractor – ‘Contractor’ and ‘Vendor’ are used interchangeably and are intended to mean the entity awarded the Purchase Order.

J. Design Professional (DP) – a person registered as an architect under Chapter 1051 Occupations Code, a landscape architect under Chapter 1052 Occupations Code, an engineer under Chapter 1001 Occupations Code, or any person licensed or certified as acceptable to applicable Authority Having Jurisdiction such as a Fire Alarm Planning Superintendent, etc.

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K. Exposed – is defined as any area less than 16’ above finished floor (A.F.F.), or grade, or less than 10’ from any platform that can be climbed in areas accessible by offenders as determined by PA.

1. Unless otherwise stated in writing in documents or an RFI is submitted and approved after Notice of Award:

a. Contractor shall interpret areas such as basements, offices, equipment rooms, pipe chases where occupants can traverse while standing as designated as ‘Exposed’.

b. Areas with lay-in type ceilings in these areas shall be interpreted to be ‘Exposed’.

L. Owner’s Representative – see Project Administrator.

M. Project Administrator (PA) – is defined as TDCJ resource assigned project coordination responsibilities for this solicitation.

1. The PA for this solicitation may be an individual employed by TDCJ as a Project Administrator by title or be an individual designated as the PA such as the TDCJ Region Maintenance Manager or the TDCJ Region Maintenance Manager’s Representative. All references to PA shall be interpreted to intend the entity designated.

2. All required project coordination including specifically identified submittals required After Award, submissions identified and/or required during the course of implementation, and obtaining approvals associated with “or A/E approved equal” requirement(s), shall be through the PA.

3. All references of ‘Owner’s Representative’, ‘TDCJ Representative’, ‘Building Manager’, or similar language shall be interpreted to intend the PA.

4. All submittals required After Award shall be to PA regardless of how stated; including submittals to an AHJ.

5. If requirements indicate that an approval, etc. is to be obtained from the PA, Owner’s Representative, etc., it shall be interpreted to mean the PA will obtain subject approval, etc. from the appropriate entity, which may or may not be the PA, and provide to the Contractor.

6. Unless otherwise indicated, provide PA with 72 hours’ notice of all coordination, inspection, testing, outages, etc.

N. Quality Assurance/Quality Control (QA/QC) – is defined as tasks and/or documents required to demonstrate compliance with specific requirement(s) of the Construction Documents.

O. RFI – Request For Information.

P. RGS – Rigid Galvanized Steel.

Q. TAC – Texas Administrative Code.

R. TCEQ – Texas Commission on Environmental Quality.

S. VAC – Volts Alternating Current.

T. Vendor – ‘Vendor’ and ‘Contractor’ are used interchangeably and are intended to mean the entity awarded the Purchase Order.

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PART 2 – PRODUCT, EQUIPMENT, MATERIAL AND/OR FIELD SERVICES

2.1 GENERAL

A. Brand or manufacturer’s references are descriptive only and indicate type and quality to be provided. All references to brand or manufacturer names shall be interpreted to include the language “or A/E approved equal”. Any brand or manufacturer meeting specifications will be considered, irrespective of the language “or A/E approved equal” appearing in conjunction with the brand or manufacturer name.

B. See 2.1 of all included Specification Sections.

C. Handling – Transit and Delivery

1. Perform all coordination with other than TDCJ as may be required by local, state and/or federal AHJs.

2. Transit:

a. Store, transport, and handle all products, material and equipment per manufacturer’s instructions and recommendations and all accepted industry standard practices.

b. Ship provided elements to project site according to manufacturer’s recommendations and instructions and according to applicable trade standards. During shipment, further protect elements from damaging affects including, but not limited to, impact, abrasion, corrosion, chemicals, entrance of debris, and sunlight.

1) Provide and utilize hoists, cranes, slings and/or other equipment designed and constructed for purpose with sufficient load capabilities.

2) Do not subject provided elements to damage as a result of their own weight, movement of their own moving parts, etc.

a) Provide all material and other elements required to provide required protection during transit, storage and other handling.

b) Do not utilize attachments to provided elements for connections to lifting, loading and/or moving equipment unless attachment is intended, designed and rated for such.

3. Delivery:

a. Where elements delivered to project site are to be installed by Vendor, Vendor shall:

1) Be present to accept delivery of these elements. TDCJ personnel shall not accept delivery.

2) Be required to continue requirements under Transit.

3) Make provisions for off-loading elements.

b. Where elements delivered to project site are to be installed by TDCJ, Vendor may be required by included Specification Sections to perform Field Inspections upon Delivery. Review 2.3 of all included Specification Sections carefully.

D. The intent of these specifications is to require all items necessary for the proper installation and operation of specified elements.

E. All provided products shall be free of Lead Based Paint and Asbestos Containing Material.

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F. All products and/or materials provided shall be compatible materials that do not cause deterioration to other products and/or materials due to contact with other products and/or materials or general ambient conditions.

G. Source and/or Manufacturer Qualifications:

1. Provided elements shall be the standard products of a manufacturer regularly engaged in the production of such and is the manufacturer’s current and standard design.

2. Provided elements shall be from a manufacturer legally authorized to sell such in the United States.

3. To the extent possible, package elements shall be from a manufacturer with a service center located within 200 miles of the project site that is capable of providing training, parts, and emergency repairs.

4. To the extent possible, provided elements that interfaces with and/or connects to other provided elements shall be provided from the same manufacturer. (Example:

fitting for PVC conduit shall be provided by same manufacturer as PVC conduit: etc.)

a. Provided elements that interfaces with and/or connects to existing elements

ARE NOT required to be provided from the same manufacturer as existing elements.

b. Provided fittings, mountings, and/or connectors shall be designed, produced, listed and approved for such purpose for application and conditions; and shall be from a manufacturer approved by the producer of the elements to be fitted, mounted, connected, etc.

5. Manufacturers of equipment assemblies, which include components made by others, shall assume complete responsibility for specified performance of final assembled unit and shall be UL listed for intended use as an assembled unit.

2.2 PRODUCT, EQUIPMENT AND/OR MATERIAL REQUIREMENTS

A. See 2.2 of all included specification sections.

B. New products, equipment, and/or material suitable for project conditions, temperature and location, produced, manufactured and distributed for purpose.

C. References to codes and standards are provided as a basis for compliance requirements;

if there is a conflict between specifications and the code or standard, the code prevails.

D. All provided products, material, equipment, shall be in accordance with applicable AHJ, per applicable trade standards, and per manufacturer instructions and/or recommendations and shall be customarily used for intended purpose.

2.3 FIELD SERVICES REQUIREMENTS

A. Field Inspections:

1. See section 2.3 of all included Specification Sections for Field Inspection requirements.

B. Start-Up:

1. See section 2.3 of all included Specification Sections for Start-Up requirements.

C. Training:

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1. See section 2.3 of all included Specification Sections for training requirements.

Where Section 2.3 is identified as “No additional requirements,” no training is required under subject section.

2. Where training is required by Specifications, unless other is stated, provide a minimum of two (2) each, two (2) hour, training sessions for up to eight (8) personnel at project location in a time frame per approved project schedule.

a. Where multiple Specification Sections identify training, the content of training required under each section may be conducted simultaneously upon written approval of the training outline.

2.4 PRODUCT, EQUIPMENT, MATERIAL AND/OR FIELD SERVICES WARRANTY

REQUIREMENTS

A. See Section 2.4 of all included Specification Sections.

B. All warranties, to include extended warranties, shall include all travel, shipping, labor and other expenses related to removal, transport, and reinstallation of warrantied items.

2.5 PRODUCT, EQUIPMENT, MATERIAL AND SERVICES SUBMITTAL REQUIREMENTS

A. Provide product, equipment and/or material delivery schedule with Bid.

B. See 2.5 of all included Specification Sections.

C. At minimum, provide catalog data, cut sheets, etc. with identification of ratings, sizes, and other supporting documentation indicating compliance with specifications for proposed equipment, material, products etc. with Bid.

1. Specifically identify:

a. Number and title of applicable Specification Section.

b. Drawing number and detail references, as applicable.

c. Clear indication of specific part number, etc. where product specification sheets contain multiple part numbers.

d. Applicable available options clearly marked.

e. Complete with respect to quantities, dimensions, specific performance, materials, and similar data.

f. That there are no deviations from specifications.

1) Where there are deviations from specifications, identify such in a section labeled “Deviations” in a cover page for the submittal(s).

Failure to identify deviations will result in required compliance with specifications irrespective of TDCJ’s implied or explicit acceptance of submittal(s).

2. Detailed product submittals for equipment, material, products etc. to be considered as an “Equal” as determined by the A/E, shall be submitted with Bid.

D. Where applicable, provide schedule for field inspections, start-up, and training in terms of number of days from notification.

1. Where training under multiple specification sections is proposed to be conducted simultaneously, submit training outline with Bid.

2. Where services of an Independent Testing Entity are identified to perform services, inspections and/or testing, require Independent Testing Entity and representatives of such to:

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a. Comply with applicable portion(s) of this Section and other applicable portions of the Construction Documents.

b. Cooperate with all personnel engaged and/or tasked with portions of the Work.

c. Perform specified inspections, sampling and testing of materials, methods of construction, equipment, systems, etc. as required by applicable portions of the Construction Documents.

d. Provide prompt notification of observed irregularities, deficiencies and/or non-conformance of products, work and/or work products.

1) Verbal notification immediately upon observation.

2) Written notification as part of a signed Independent Test Report and/or Independent Inspection Report.

e. Not release, revoke, alter or enlarge on requirements of Construction

Documents.

f. Not approve or accept any portion of the Work.

g. Not perform any duties other than required and/or specified inspections, sampling, and/or testing.

h. Submit Independent Test Report of each test and Independent Inspection

Report for each Inspection within three (3) calendar days of completion of test(s) or inspection date.

1) Laboratory Test Reports: Describe variances from specified requirements, and state whether tested product and/or material meets specification requirements.

2) Field Test Reports: Furnish a report stating results for each test and/or for each required area.

3) Reports may be combined on a daily basis, if so desired, provided that location of each test, inspection and applicable identification data are clearly identified.

4) Each Report shall include:

a) Date issued.

b) Project title and number.

c) Testing entity name, address and telephone number.

d) Name and signature of inspector/technician and responsible reviewer.

e) Date and time of sampling, inspection and/or test.

f) Record of temperature, humidity and/or any factor that may impact or influence testing results.

g) Identification of product and Specification Section.

h) Location of sample or test in the Work.

i) Type of inspection or test.

j) Test equipment used and references to calibration records.

k) Results of tests and compliance with Construction

Documents.

l) Interpretation of test results that indicate unsatisfactory conditions.

m) Indication of as-found condition and as-left results.

i. Submit certificates of testing, inspection or approval that are required by laws, ordinances, rules, regulations, orders or approval of public authorities.

E. Acceptance of submittals does not relieve the contractor of responsibility for any deviations from the requirements of the contract.

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F. Where PART 3 – EXECUTION is included in solicitation, include documentation supporting INSTALLER QUALIFICATIONS with bid. Where PART 3 – EXECUTION is not included in solicitation, disregard this requirement.

PART 3 – EXECUTION Not Used

END OF SECTION 01 10 00

TDCJ Facilities Engineering References v.20230221 Sanchez Unit Section 01 42 00 - Page 1 of 4 Install HVAC Units - Z Bldg. - Construction MWR #10823010

SECTION 01 42 00 – REFERENCES V.20230221

[Standard TDCJ Specification]

PART 1 - GENERAL

1.1 STANDARDS

A. Applicability: For Products specified by reference to an association or trade standard, comply with requirements and recommendations stated in that standard, except when requirements are modified by the Construction Documents, or applicable codes establish stricter standards.

B. Publication Dates:

1. Except as otherwise indicated, where compliance with a reference standard is required, comply with standard in effect as of date of issue of Construction Documents, except when a specific date is specified.

2. Copies of Standards: Where copies of standards are needed for proper performance of Work, obtain such copies directly from publication source.

1.2 SCHEDULE OF ABBREVIATIONS

A. Abbreviations and Names: Following is a partial list of Architecture, Engineering, and Construction (AEC) industry standards organizations, codes, publications, practices, procedures, materials, and other accepted practice acronyms. References to these acronyms are listed in applicable specification sections using abbreviations contained below.

AA Aluminum Association AABC Associated Air Balance Council

AAMA American Architectural Manufacturer's Association AASHTO American Association of State Highway and Transportation Officials ABMA American Boilers Manufacturer's Association

ACI American Concrete Institute ACIL American Council of Independent Laboratories

ADC Air Diffusion Council AGA American Gas Association

AHRI Air Conditioning, Heating and Refrigeration Institute AIA American Institute of Architects

AISC American Institute of Steel Construction AISI American Iron and Steel Institute ALSC American Lumber Standards Committee AMI Auburn Manufacturing, Inc.

AMCA Air Movement and Control Association ANSI American National Standards Institute APA American Plywood Association ASCE American Society of Civil Engineers

ASHRAE American Society of Heating, Refrigerating and Air-Conditioning Engineers ASJ All Service Jacket ASME American Society of Mechanical Engineers ASNT American Society of Nondestructive Testing ASPE American Society of Plumbing Engineers ASTM American Society of Testing and Materials

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ASTM-MT ASTM – Mechanical Tubing ATSI Alliance for Telecommunications Industry Solutions

AWI Architectural Woodwork Institute AWPA American Wood-Preservers' Association AWPB American Wood-Preservers Bureau AWWA American Water Works Association AWS American Welding Society BAC Building Automation Control BACnet BAC network

BHMA Builders' Hardware Manufacturers Association BS British Standard cETL ETL (see below) – certified for use in Canada CAD Computer Aided Design CDA Copper Development Association Inc.

CENELEC European Committee for Electrotechnical Standardization CFR Code of Federal Regulations

CISPI Cast Iron Soil Pipe Institute CGA Compressed Gas Association

CPSC Consumer Product Safety Commission CRRC Cool Roof Rating Council CRSI Concrete Reinforcing Steel Institute CS Commercial Standard of NBS (U.S. Dept. of Commerce) DSCC Defense Supply Center Columbus ELL-Jacs Trade Mark of a manufactured elbow cover EMC Electromagnetic Capability

EN A product family standard for industrial, scientific, and medical (ISM) equipment and electro-discharge machining (EDM) and arc welding equipment

ENV Electromagnetic Capability Standard developed by CENELEC EMT Electrical Metallic Tubing (conduit) EPA Environmental Protection Agency EPDM Ethylene Propylene Diene Monomer

ETL Edison Testing Laboratories - certified for use in the U.S.

FACP Fire Alarm Control Panel FCC Federal Communications Commission

FCI Fluid Controls Institute FGMA Flat Glass Marketing Association FM Factory Mutual (Insurance Company Rating) FMG FM Global (Name of Factory Mutual Insurance Company Global) FS Federal Specification (General Services Admin) FSC Forestry Stewardship Council GANA Glass Association of North America

GSM Global System for Mobile (Communications) HI Hydraulic Institute HMAC Hot Mix Asphaltic Concrete

IAPMO International Association of Plumbing and Mechanical Officials IBC International Building Code (International Code Council) IC Integrated Circuit ICBO International Conference of Building Officials

ICC International Code Council ICC-ES ICC-Evaluation Service ICRI International Concrete Repair Institute IEBC International Existing Building Code IEC International Electrotechnical Commission

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IECC International Energy Conservation Code IEEE Institute of Electrical and Electronic Engineers Inc

IDF Intermediate Distribution Frame(s) IP Internet Protocol IP/GSM Internet Protocol / Global System for Mobile (Communications) ISO International Standardization Organization

IT Information Technology LCD Liquid Crystal Display MDP Main Distribution Panel MBMA Metal Building Manufacturers Association MFMA Maple Flooring Manufacturers Association Inc

MIL Military Standardization Documents (U.S. Dept. of Defense) MPI Master Painter’s Institute MSS Manufacturers Standardization Society MSS-SP MSS-Standard Practice NAAMM National Association of Architectural Metal Manufacturers NACE National Association of Corrosion Engineers NCMA National Concrete Masonry Association

NEC National Electrical Code (by NFPA) NECA National Electrical Contractors Association

NEMA National Electrical Manufacturers Association NETA National Electrical Testing Association

NESC National Electrical Safety Code NER National Evaluation Report

NFPA National Fire Protection Association NFRC National Fenestration Rating Council

NICET National Institute for Certification in Engineering Technologies NRCA National Roofing Contractors Association NRTL Nationally Recognized Testing Laboratory NSF National Sanitation Federation PLC Programmable Logic Controller PCI Pre-stressed Concrete Institute

PDI Plumbing and Drainage Institute PVC Polyvinyl chloride PROM Programmable Read Only Memory QPD Qualified Products Database RFCI Resilient Floor Covering Institute RFCI-WP Resilient Floor Covering Institute Work Practice RGS Rigid Galvanized Steel (conduit) RJ Registered Jacks RMS Root Mean Square RPM RPM International – No definition, that’s the name RSA Remote Serial Annunciator RTU Remote Terminal Unit SAE Society of Automotive Engineers SBDS Schottky barrier diodes SBS Styrene-Butadiene-Styrene SDI Steel Deck Institute (in context) SDI Steel Door Institute (in context) SIGMA Sealed Insulating Glass Manufacturers Association

SMACNA Sheet Metal and Air Conditioning Contractors' National Association SNMP Simple Network Management Protocol SPRI Single Ply Roofing Industry SPRI-ES SPRI-Edge System Test

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SSPC Steel Structures Painting Council SSPC-PA SSPC – Performance Application SWIFT Smart Wireless Integrated Fire Technology TABB Testing, Adjusting and Balancing Bureau TAC Texas Administrative Code

TCA Tile Council of America TCP Transmission Control Protocol TCP/IP Transmission Control Protocol/Internet Protocol TCEQ Texas Commission on Environmental Quality TMS The Masonry Society TPDES Texas Pollution Discharge Elimination System TXDOT Texas Department of Transportation UDACT Universal Digital Alarm Communicator Transmitter

UL Underwriters Laboratories VAC Volts Alternating Current VAR(S) Volt Ampere(s) Reactive VOC Volatile Organic Compound WCLIB West Coast Lumber Inspection Bureau (Grading Rules) WFACP Wireless Fire Alarm Control Panel WPSTM Waterford Plant Standard Test Method

WWPA Western Wood Products Association (Grading Rules)

TDCJ Facilities Engineering Common Work Results for Mechanical v.20240906 Sanchez Unit Section 23 05 01 - Page 1 of 4 Install HVAC Units - Z Bldg. - Construction MWR #10823010

SECTION 23 05 01 – COMMON WORK RESULTS FOR MECHANICAL v.20240906

[Standard TDCJ Specification]

PART 1 - GENERAL

1.1 SUMMARY

A. Common mechanical requirements for work completed under Division 23.

B. Definitions:

1. EPDM - Ethylene propylene diene monomer

2. NPS – Nominal Pipe Size

PART 2 - PRODUCT, EQUIPMENT, MATERIAL AND/OR FIELD SERVICES

2.1 GENERAL

A. Brand or manufacturer’s references are descriptive only and indicate type and quality to be provided. All references to brand or manufacturer names shall be interpreted to include the language “or A/E approved equal”. Any brand or manufacturer meeting specifications will be considered, irrespective of the language “or A/E approved equal” appearing in conjunction with the brand or manufacturer name.

B. Existing, modified, or replaced HVAC equipment shall withstand specified uplift pressures, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, modification, or other defects in construction.

Ductwork shall remain watertight and airtight.

C. For roof mounted equipment, unless otherwise approved in writing, provide elements with factory installed electrical connection that run interior to curbing.

2.2 PRODUCT, EQUIPMENT AND/OR MATERIAL REQUIREMENTS

A. System components and connections shall have pressure rating equal to or greater than system operating pressure.

B. Welding applications shall be in compliance with American Welding Society Standards.

C. Structural Steel for Supports: ASTM A36.

1. Fan plenums or areas of high humidity or condensation, tunnels and outside:

galvanized members.

2. Furnish other members with shop coat of primer.

3. All fasteners shall be stainless steel.

D. Pipe, Tube and Fittings

1. Refer to individual piping Sections for pipe, tube, and fitting materials and joining methods.

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2. Pipe Threads: ASME B1.20.1 for factory-threaded pipe and pipe fittings.

3. Dielectric Fittings

a. Description: Combination fitting of copper alloy and ferrous materials with threaded, solder-joint, plain, or weld-neck end connections that match piping system materials.

b. Insulating Material: Suitable for system fluid, pressure, and temperature.

c. Dielectric Unions: Factory-fabricated, union assembly, for 150-psig minimum working pressure at 180 deg F (82 deg C).

d. Dielectric Flanges: Factory-fabricated, companion-flange assembly, for

150-psig minimum working pressure as required to suit system pressures.

e. Dielectric Couplings: Galvanized-steel coupling with inert and noncorrosive, thermoplastic lining; threaded ends; and 150-psig minimum working pressure at 225 deg F (107 deg C).

f. Dielectric Nipples: Electroplated steel nipple with inert and noncorrosive, thermoplastic lining; plain, threaded, or grooved ends; and 150-psig minimum working pressure at 225 deg F (107 deg C).

E. Joining Materials – where not otherwise specified:

1. Plastic, Pipe-Flange Gasket, Bolts, and Nuts: Type and material recommended by piping system manufacturer, unless otherwise indicated.

2. Solder Filler Metals: ASTM B 32, lead-free alloys. Water-flushable flux according to ASTM B 813.

3. Brazing Filler Metals: AWS A5.8, BCuP Series or BAg1, unless otherwise indicated.

4. Welding Filler Metals: Comply with AWS D10.12.

5. Solvent Cements for Joining Plastic Piping:

a. ABS Piping: ASTM D 2235.

b. PVC Piping: ASTM D 2564. Include primer according to ASTM F 656.

c. PVC to ABS Piping Transition: ASTM D 3138.

F. Flashings and Counterflashings

1. Sheetmetal: 24 gauge minimum ASTM A525, Class G90.

2. Sheet lead: 3 pounds per square foot.

3. Stainless steel: Minimum 20 gauge.

4. Sheet copper: 24 OZ/SF.

G. Pipe Enclosures

a. For exposed vertical piping: 18 gauge stainless steel (Type 302) with No. 4 finish.

b. Size covers to contain number of pipes served.

H. Sleeves

1. Materials:

a. Interior penetration applications:

1) Concrete floors, concrete and masonry walls: 18 gauge galvanized steel sheet metal or Schedule 10 galvanized steel pipe.

2) Drywall partitions: 18 gauge galvanized steel sheet metal or Schedule 10 galvanized steel pipe.

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b. Exterior penetration applications:

1) Above grade:

a) Sleeve size less than 6” dia.: PVC

b) Sleeve size 6” and large dia.: cast-iron

2) Below grade: PVC

2. Sizing:

a. Interior penetration applications: Sleeves shall be sized such that the annular space between outside surface of pipe or pipe insulation and the inside surface of the sleeve is not less than 1/2".

b. Exterior penetration applications: Sleeves shall be sized such that the annular space between outside surface of pipe or pipe insulation and the inside surface of the sleeve is not less than 1".

c. Provide larger annular space if required by firestopping product installation instructions.

3. Sleeves supporting riser piping 4" and larger shall have three 6" long reinforcing rods welded radially at 120 degree spacing to the sleeve and shall be installed with the rods embedded in the concrete slab.

I. Sleeve seals

1. Modular sealing element unit, designed for field assembly, to fill annular space between pipe and sleeve.

2. EPDM interlocking links and shaped to fit surface of pipe.

3. Pressure Plates: Stainless steel. Two for each sealing element.

4. Connecting Bolts and Nuts: Galvanized or Stainless steel of length required to secure pressure plates to sealing elements. One for each sealing element.

J. Escutcheon Plates

1. B & C No. 10, chrome plated

K. Grout

1. ASTM C 1107, Grade B, nonshrink and nonmetallic, dry hydraulic-cement grout.

a. Post-hardening, volume-adjusting, nonstaining, noncorrosive, nongaseous, and recommended for interior and exterior applications.

b. 5000-psi (34.5-MPa), 28-day compressive strength.

c. Premixed and factory packaged.

L. Concrete bases

1. As required per manufacturer’s instructions and according to seismic requirements at project site.

2. Not less than 4 inches larger at each dimension from base of supported unit.

3. 3000-psi 28-day compressive strength; poured in place or precast.

M. Chemical Treatment Compound

1. Unless otherwise stated: Liquid solution of borate-nitrite with color concentration indicator to include a scale modifier with borate as the pH buffer.

N. Test Cabinet

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1. Commercially produced cabinet sized and fabricated as required to accommodate equipment and chemicals required to effect site specific water treatment and testing program.

O. Special Features

1. All mechanical equipment provided must be Wi-Fi enabled for start-up, commissioning, control set point changes, and diagnostic troubleshooting.

a. This requirement extends to all thermostats and other miscellaneous elements installed per scope of work.

b. Wi-Fi systems must support remote monitoring and control via a dedicated mobile application or web interface.

1) Where applicable, these elements must be capable of integration/interface with existing building management system(s).

2. Where a laptop is required to perform diagnostics and/or programming, provide laptop with required capabilities and required software.

2.3 FIELD SERVICES REQUIREMENTS

A. As identified in project Scope or subsequent Division 23 sections.

2.4 PRODUCT, EQUIPMENT, MATERIAL AND/OR FIELD SERVICES WARRANTY REQUIREMENTS

A. As identified in project Scope or subsequent Division 23 sections.

2.5 PRODUCT, EQUIPMENT, MATERIAL AND/OR FIELD SERVICES SUBMITTAL REQUIREMENTS

A. Manufacturer’s catalog data, cut sheets, testing data, schematic drawings, control diagrams, etc. for elements to be provided under Division 23.

B. Where elements specified under other than Division 23 sections require mechanical connection, provide shop drawings, product data, and manufacturer’s instructions for proposed elements demonstrating mechanical connection requirements together with product data for proposed connection device(s) indicating application conditions and limitations of use stipulated by Product testing agency.

C. Where applicable, provide detailed submittals on Wi-Fi capabilities.

PART 3 - EXECUTION NOT USED

TDCJ Facilities Engineering Hangers and Supports for HVAC Piping Systems v.20211122 Sanchez Unit Section 23 05 29 - Page 1 of 3

SECTION 23 05 29 – HANGERS AND SUPPORTS FOR HVAC PIPING SYSTEMS v.20211122

[Standard TDCJ Specification]

PART 1 - GENERAL

1.1 SUMMARY

A. Requirements for hangers and supports for HVAC piping systems.

PART 2 - PRODUCT, EQUIPMENT, MATERIAL AND/OR FIELD SERVICES

2.1 GENERAL

A. Brand or manufacturer’s references are descriptive only and indicate type and quality to be provided. All references to brand or manufacturer names shall be interpreted to include the language “or A/E approved equal”. Any brand or manufacturer meeting specifications will be considered, irrespective of the language “or A/E approved equal” appearing in conjunction with the brand or manufacturer name.

2.2 PRODUCT, EQUIPMENT AND/OR MATERIAL REQUIREMENTS

A. Except for copper, all hangers and supports shall be hot-dipped galvanized.

B. No perforated metal, strap iron, or band iron.

C. For all insulated piping applications:

1. Hangers shall be sized so that pipe insulation passes through hanger without interruption.

2. Piping shall be supported exterior to insulation.

D. Hangers

1. Non-insulated steel and galvanized piping 2" through 24" diameter: Anvil Figure #260 MSS Type 1, clevis

2. Steam and condensate piping:

a. 3” diameter and less:

1) Anvil Figure #260 clevis hangers with Figure 167, MSS Type 40 galvanized insulation protection shields (sized for supporting insulation having a compressive strength of 4 psi).

b. 4” diameter and larger:

1) Anvil Figure #171, MSS Type 41 with pipe roller, Anvil Figure #16x protection saddle and Anvil Figure 167, MSS Type 40 galvanized insulation protection shields (sized for supporting insulation having a compressive strength of 4 psi, at 8 foot intervals).

3. Heating water piping above 160 degrees F:

a. 4” diameter and less:

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1) Anvil Figure #260 clevis hangers with Figure 167, MSS Type 40 galvanized insulation protection shields (sized for supporting insulation having a compressive strength of 4 psi).

b. 6” diameter and larger:

1) Anvil Figure #171, MSS Type 41 with pipe roller, Anvil Figure #16x protection saddle and Anvil Figure 167, MSS Type 40 galvanized insulation protection shields (sized for supporting insulation having a compressive strength of 4 psi, at 8 foot intervals).

4. All other insulated piping:

a. Anvil Figure #260 clevis hangers with Figure 167, MSS Type 40 galvanized insulation protection shields (sized for supporting insulation having a compressive strength of 4 psi).

5. Slab penetrations:

a. Copper pipe risers: Anvil Figure #CT-121, MSS Type 8, riser clamps

b. Steel pipe risers: Anvil Figure #261, MSS Type 8, galvanized riser clamps

6. Where three or more lines of pipe run parallel: Anvil Powerstrut Trapeze.

E. Inserts

1. Continuous Concrete Insert: Anvil Powerstrut Figure #PS-349 pre-galvanized

2. Lightweight Concrete Insert: Anvil Figure #285

3. Concrete Insert, Wedge Type: Anvil Figure #281, 1/4" to 7/8"

4. All other Concrete Inserts: Anvil Figure #281, MSS Type 18, universal concrete inserts, adequately sized and correctly positioned to support full load operating systems.

F. Saddles:

1. Material: Metal

2. Length: 12” minimum

3. Thickness: Same thickness as adjoining insulation

4. Width: Shall cover 180 degrees of pipe

G. Reinforcement Shapes and Plates:

1. Comply with ASTM A 36/A 36M.

2. Compatible materials for aluminum and stainless-steel ducts.

H. Expansion Anchors

1. Hilti Kwik-bolt, zinc-plated, metal expansion anchor.

2. Anchor to meet U.L., ICBO-4627 and FM listings.

I. Hanger Rods

1. Mild steel all-thread rods with maximum loads as follows:

a. 3/8" – up to 300 lbs

b. 1/2" – up to 600 lbs

c. 5/8" – up to 1,200 lbs

d. 3/4" – up to 2,000 lbs

e. 1" – up to 5,000 lbs

J. Clamps

1. Steel beam attachment: C-Clamps: Anvil Figure #92, MSS Type 23.

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a. Do not weld to structural steel members.

2. Bar joist attachment: Malleable Beam Clamps - Anvil Figure #218, MSS Type 30.

a. Attach to top chord of bar joists only.

b. Do not exceed maximum loading of bar joist.

K. Do not use powder-actuated concrete fasteners for attachment to lightweight-aggregate concretes or for slabs less than 4 inches thick.

L. Manufacturers: Anvil, B-Line, Carpenter and Patterson, Fee and Mason, Michigan, Reliable, and Viking.

2.3 THRU 2.5

A. No additional requirements.

TDCJ Facilities Engineering HVAC Duct Insulation v.20190301 Sanchez Unit Section 23 07 13 - Page 1 of 2

SECTION 23 07 13 – HVAC DUCT INSULATION v.20190301

PART 1 - GENERAL

1.1 SUMMARY

A. Requirements for HVAC duct insulation.

PART 2 - PRODUCT, EQUIPMENT, MATERIAL AND/OR FIELD SERVICES

2.1 GENERAL

A. Brand or manufacturer’s references are descriptive only and indicate type and quality to be provided. All references to brand or manufacturer names shall be interpreted to include the language “or A/E approved equal”. Any brand or manufacturer meeting specifications will be considered, irrespective of the language “or A/E approved equal” appearing in conjunction with the brand or manufacturer name.

2.2 PRODUCT, EQUIPMENT AND/OR MATERIAL REQUIREMENTS

A. Fire-Test-Response Characteristics: Factory label insulation and jacket materials and sealer and cement material containers with appropriate markings of applicable testing and inspecting agency: Flame-spread rating of 25 or less and smoke-developed rating of 50 or less.

B. Insulation Materials:

1. Mineral-Fiber Board Thermal Insulation:…