6-7. 696-FD-26-P027 Exhibit 5 Specs.pdf

GRACE HEBERT CURTIS ARCHITECTS LLC COVER SHEET v.20250321

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PHASE: ISSUED FOR PROPOSAL

MONTFORD UNIT: CONVERT TRUSTY CAMP TO

SHELTERED BEDS FACILITY

8602 Peach Avenue, Lubbock, TX 79404

Issued for Proposal Specifications

Date: March 21, 2025

Exhibit J.5

696-FD-26-P027

GRACE HEBERT CURTIS ARCHITECTS LLC TABLE OF CONTENTS

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SECTION 00 00 01 – TABLE OF CONTENTS

00 00 01 Table of Contents

DIVISION 01 – GENERAL REQUIREMENTS

01 00 00 Scope of Work v.20230221 01 10 00 Summary v.20230214 01 25 00 Substitution Procedures v.20160201 01 33 00 Submittals v.20230328 01 42 00 References v.20230221 01 45 16.13 Contractor Quality Control v.20230221 01 45 23 Testing and Inspection Services v.20200701 01 50 00 Temporary Facilities and Controls v.20190701 01 57 23 Temporary Storm Water Pollution Control v.20240129 01 64 00 Owner-Furnished Products v.20170501 01 70 00 Execution Requirements v.20230224 01 73 29 Cutting and Patching v.20180201 01 73 30 Paving Repair and Resurfacing v.20200701 01 77 00 Closeout Procedures v.20200301 01 78 23 Operation and Maintenance Data v.20230328 01 78 36 Warranties v.20230707 01 78 39 Project Record Documents v.20210113 01 90 00 Facility Demolition v.20220105

DIVISION 02 – EXISTING CONDITIONS (NONE)

DIVISION 03 – CONCRETE

03 20 00 Concrete Reinforcement 03 30 00 Cast-In-Place Concrete v.20211018 03 35 00 Concrete Finishing v.20250321

DIVISION 04 – MASONRY

04 22 00 Concrete Unit Masonry v.20201101

DIVISION 05 – METALS

05 00 00 Common Work Results for Metals v. 20230308 05 12 00 Structural Steel Framing v.20191001 05 31 00 Steel Decking v.20191001 05 50 00 Metal Fabrications v.20191001

DIVISION 06 – WOOD, PLASTICS AND COMPOSITES

06 10 00 Rough Carpentry v.20201101 06 41 00 Architectural Wood Casework v.20250321

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 21 00 Thermal Insulation v.20191001 07 41 13.13 Formed Metal Roof Panels v.20211101

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07 42 13 Metal Wall Panels v.20200701 07 92 00 Joint Sealants v.20201101

DIVISION 08 – OPENINGS

08 11 13 Hollow Metal Doors and Frames v.20241219 08 31 00 Access Doors and Panels v.20190201 08 33 13 Coiling Counter Doors v.20250321 08 58 50 Detention and Security Window Screens v.20250321 08 71 00 Door Hardware v.20250321 08 80 00 Glazing v.20241219

DIVISION 09 – FINISHES

09 22 16 Non-Structural Metal Framing for Interior Finished Surfaces v.20191001 09 29 00 Gypsum Board v.20191001

09 30 00 Tiling v.20250321

09 65 19 Resilient Tile Flooring v.20191001

09 67 23 Resinous Flooring v.20191001

09 90 00 Painting for Common Metal Surfaces v.20180301

09 91 13 Exterior Painting v.20200701

09 96 00 High Performance Coatings v.20191001

DIVISION 10 – SPECIALTIES

10 28 00 Toilet, Bath, and Laundry Accessories v.20250321 10 44 16 Fire Extinguishers v.20191001

DIVISION 11 – EQUIPMENT

DIVISION 12 – FURNISHINGS

12 36 00 Simulated Stone Countertops v.20250321

DIVISION 13 – SPECIAL CONSTRUCTION (NONE)

DIVISION 14 – CONVEYING SYSTEMS (NONE)

DIVISIONS 15 – 19 - NOT USED

DIVISION 20 – COMMON FIRE SUPPRESSION, PLUMBING, AND HVAC REQUIREMENTS (NONE)

DIVISION 21 – FIRE SUPPRESSION (NONE)

DIVISION 22 – PLUMBING

22 05 00 Common Work Results for Plumbing v.20240906 22 05 19 Meters and Gages for Plumbing Piping v.20240906 22 05 23 Valves for Plumbing Piping v.20240906 22 05 29 Hangers and Accessories for Plumbing Piping and Equipment v.20240906 22 05 53 Identification for Plumbing Piping and Equipment v. 20240906 22 07 00 Plumbing Insulation v.20240906 22 11 16 Domestic Water Piping v.20240906 22 11 19 Domestic Water Piping Specialties v.20240906

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22 11 20 Facility Natural Gas Piping v.20240906 22 13 16 Sanitary Waste and Vent Piping v.20240906 22 13 17 Acceptance Testing for Sanitary Sewers v.20240906 22 13 19 Sanitary Waste Piping Specialties v.20240906 22 34 36 Commercial Gas Domestic Water Heaters v.20240906 22 41 00 Plumbing Fixtures v.20240906

DIVISION 23 – HEATING VENTILATING AND AIR CONDITIONING

23 05 01 Common Work Results for Mechanical v.20240906 23 05 13 Common Motor Requirements for HVAC Equipment v.20240906 23 05 29 Hangers and Supports for HVAC Piping and Equipment v.20240906 23 05 48 Mechanical Sound and Vibration Control v.20240906 23 05 53 Identification for HVAC Piping and Equipment v.20240906 23 05 93 Testing, Adjusting and Balancing for HVAC v.20190601 23 07 13 HVAC Duct Insulation v.20240906 23 23 00 Refrigerant Piping v.20240906 23 31 13 Metal Ducts v.20240906 23 33 00 Duct Accessories v.20240906 23 34 23 HVAC Power Ventilators v.20230221 23 36 00 Air Inlets and Outlets v.20240906 23 37 23 HVAC Gravity Ventilators v.20241009 23 54 16.13 Gas-Fired Furnaces v.20241009 23 81 26.13 Small Capacity Split System Air-Conditioners v.20201001 23 82 39.16 Propeller Unit Heaters v.20241010

DIVISONS 24 & 25 – NOT USED

DIVISION 26 – ELECTRICAL

26 00 00 Basic Electrical Methods v.20230214 26 05 19 Low Voltage Electrical Power Conductors and Cables v.20230214 26 05 26 Grounding and Bonding for Electrical Systems v.20230214 26 05 29 Hangers and Supports for Electrical Systems v.20230214 26 05 33 Raceway and Boxes for Electrical Systems v.20230214 26 05 53 Identifications for Electrical Systems v.20230214 26 08 13 Electrical Acceptance Testing v.20230214 26 09 23 Lighting Control System v.20230214 26 09 43.16 Addressable-Luminaire Lighting Controls v.20230214 26 18 23 Low Voltage Surge Arresters v.20230214 26 24 13 Switchboards v.20230214 26 24 16 Panelboards v.20230214 26 27 26 Wiring Devices v.20230214 26 28 16 Enclosed Switches and Circuit Breakers v.20230214 26 32 13.14 Diesel Engine Generators v.20230214 26 36 00 Transfer Switches v.20230214 26 51 00 Interior Lighting v.20230214 26 56 00 Exterior Lighting v.20230214

DIVISION 27 – COMMUNICATIONS (NONE)

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 31 10 Fire Alarm Systems v.20190701

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DIVISION 30 – NOT USED

DIVISION 31 – EARTHWORK

31 11 00 Clearing and Grubbing v.20220623 31 22 00 General Earthwork v.20180301 31 23 10 Trenching, Backfilling and Compaction v.20170601 31 32 19 Geotextile for Subgrade Separation v.20170601 31 50 00 Excavation Support and Protection v.2021018

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 13 13 Concrete Paving v.20180801 32 17 23 Pavement Markings v. 20170601

DIVISION 33 – UTILITIES

33 40 00 Storm Drainage Utilities v.0000000

END OF TABLE OF CONTENTS

GRACE HEBERT CURTIS ARCHITECTS LLC SCOPE OF WORK v.20230221 MONTFORD UNIT Section 01 00 00 – Page 1 of 2

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SECTION 01 00 00 – SCOPE OF WORK v.20230221 [Standard TDCJ Specification]

PART 1 – GENERAL

1.1 PROJECT DESCRIPTION (SCOPE OF WORK)

A. The Scope of Work is primarily the renovation of existing Trusty Camp buildings and site.

Major work components include new HVAC and miscellaneous modifications and repairs to various building’s exterior envelopes, , new pedestrian sally port, coordination with Owner-provided equipment, and selective floor plan revisions. A covered walkway will be installed to connect the following: Building #100 West Side, Building #200 West Side, Building #700 West, South and East Sides, Building #300 West, South and East Sides, Building #900 North, East and South sides, West Side, Building $400, North and East Sides. Sidewalks will be stabilized and repaired throughout the site.

B. (SCOPE OF WORK) FOR CONTRACTOR

1. Scope of Work to be completed by the contractor includes all work and equipment that is not explicitly stated to be “OF/OI” or “Owner Furnished/Owner Installed”.

C. (SCOPE OF WORK) FOR TDCJ

1. Scope of Work for TDCJ includes the provision of all equipment listed in the documents as “OFOI” (Owner furnished – Owner installed). Equipment to be provided includes but is not limited to new inmate cubicles, locks, plumbing fixtures, toilet accessories, serving tables, seating, and ice machines.

1.2 PROVISIONS FOR PROJECT SUPPORT

A. Provide and install temporary extensions and connections to utilities as required for construction operations. See Section 01 50 00 for requirements and utilities available from Texas Department of Criminal Justice (TDCJ).

1. For a construction duration greater than 30 days, temporary Sanitation Facilities are required to be provided and installed as part of Project Scope of Work. For a construction duration 30 days or less, use of TDCJ’s Sanitation Facilities will be permitted.

a. Provided Sanitation Facilities shall comply with Section 01 50 00.

B. For a construction duration greater than 120 days, a Field Office is required to be provided as part of Project Scope of Work. For a construction duration of 120 days or less, a Field Office is not required to be provided as part of Project Scope of Work, but may be provided for contractor’s convenience.

1. Provided Field Office shall comply with Section 01 50 00.

2. Provide and install temporary extensions and connections to utilities as required for

Field Office, if applicable.

C. Irrespective of the provision of a Field Office:

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1. Provide one (1) cell phone with voicemail and “smart phone” service that includes web-based e-mail application OR one (1) cell phone with voicemail and one (1) desktop computer, laptop computer, electronic notebook, electronic tablet or similar device with web-based e-mail application. See Section 01 50 00 for additional requirements.

2. Provide Other Office Equipment as described in Section 01 50 00, 2.2.A.5.

END OF SECTION 01 00 00

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GRACE HEBERT CURTIS ARCHITECTS LLC SUMMARY v.20230214 MONTFORD UNIT Section 01 10 00 – Page 1 of 3

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SECTION 01 10 00 – SUMMARY v.20230214 [Standard TDCJ Specification]

PART 1 – GENERAL

1.1 SECTION INCLUDES

A. Definitions

B. Interrelation of Specifications

C. Work sequence

D. TDCJ occupancy (Texas Department of Criminal Justice occupancy)

1.2 DEFINITIONS

The listed terms may, or may not, appear in this Specification Section or other Specification Sections included in this solicitation. If a term listed below appears in this Specification Section or other Specification Sections included in this solicitation, the term shall be interpreted according to the meaning identified.

A. Architect – shall be interpreted to intend either Architect or Engineer (A/E).

B. Authority Having Jurisdiction (AHJ) – An organization, office, or individual responsible for enforcing the requirements of a code or standard, or for approving equipment, materials, an installation, or a procedure.

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

D. Closeout/Close-Out – 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.

E. Construction Documents – shall be interpreted to intend the IFC Drawings and/or Specifications including all Approved alterations.

F. Design Professional (DP) – shall be interpreted to intend A/E or other certifying entity acceptable to applicable AHJ.

G. Engineer – shall be interpreted to intend either Architect or Engineer (A/E).

H. Engineer of Record (EOR) – shall be interpreted to intend Certifying Authority.

I. Exposed – 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 any area that can be traversed while standing.

1. Unless otherwise identified in writing, interpret areas such as basements, offices, equipment rooms, pipe chases, and other such areas as ‘Exposed’, to include areas with lay-in type ceilings.

J. IFC – Issued-For-Construction (IFC)

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K. Owner’s Representative – see Project Administrator.

L. Project Administrator (PA) – TDCJ resource responsible for project management activities on behalf of Owner.

1. Where references of ‘Owner’, ‘Owner’s Representative’, ‘TDCJ’, ‘TDCJ’s’ representative’, etc. appear in relation to coordination activities, construction related required submittals, and/or obtaining approvals, these references shall be interpreted to intend the PA.

a. Where instructions identify a submission to the A/E, the submission shall be to the PA who will forward to A/E.

2. If requirements indicate that an approval, etc. is to be obtained, or provided, by the PA, it shall be interpreted to intend the PA will obtain and/or provide subject approval, etc. from the appropriate entity, which may or may not be the PA.

M. Tamper-resistant – elements resistant to loosening and/or disconnection with common tools. E.g. torx head screws.

N. Quality Assurance Inspector (QA) – TDCJ resource responsible for quality assurance activities such as inspections, etc. as may be required by Construction Documents or otherwise determined by Owner.

1.3 INTERRELATION OF SPECIFICATIONS

A. This specification document is comprised of standard TDCJ specifications applicable to the subject project. Appearance of an item or an element in these specifications shall not be interpreted to indicate that item or element is specifically required for the subject project. If an item or element is specifically identified as required or required in order to provide the proper execution and completion for the subject project, these specifications are required to be met.

1.4 WORK SEQUENCE

A. Construct Work in stages or phases with each to be substantially complete before beginning next to accommodate TDCJ occupancy requirements during the construction.

1. For interior work, to the extent possible, all work including demolition, installation, repair, restoration, functional testing, etc. shall be completed in one area before beginning work in another area.

2. At no time will construction and/or installation personnel be permitted to work in areas where direct contact with offenders is possible, such as through a window opening.

1.5 TDCJ OCCUPANCY

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

1. TDCJ will occupy site and/or existing building(s) during entire construction period.

a. Day-to-day operations will continue during the construction period.

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2. Coordinate offender relocation and schedule shut-downs of equipment and utilities, as needed/applicable, for construction progress.

a. All interruptions to TDCJ operations shall be minimized to the fullest extent possible.

1) All services shall remain operational at all times in areas outside the work area.

2) Provide temporary services for planned outages of permanent services in work areas for periods in excess of 4 hours (consecutive or cumulative) in any 24 hour period unless otherwise approved in writing.

3) Correct inadvertent interruption of TDCJ operations due to construction activities immediately.

PART 2 – PRODUCTS

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

PART 3 – EXECUTION

3.1 GENERAL

A. The intent of Construction Documents is to require all items necessary for the proper execution and completion of the work. The Construction Documents by their intent are a complete and usable work product expected to be provided. To meet this requirement, provide construction in place to include that which is indicated in the Construction Documents and that which may be reasonably expected to be required to make the work complete in all respects and consistent with established and accepted construction practices.

1. Compliance with requirements of these Construction Documents includes all tools, connections, applications, inspections by AHJ, consumable products, meters, gages, dispensing means and mechanisms, and miscellaneous items required for storage, installation, operation, maintenance, and/or removal for all temporary and/or permanent elements and services provided until such is removed or accepted by TDCJ at Beneficial Occupancy as required by project objectives.

a. Compliance includes provision in a manner and condition acceptable to TDCJ.

2. A complete set of Construction Documents shall be provided. Perform complete scope of work regardless of where in the Construction Documents a requirement, or related requirement, appears.

END OF SECTION

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SECTION 01 25 00 – SUBSTITUTION PROCEDURES v.20160201 [Standard TDCJ Specification]

PART 1 - GENERAL

1.1 SUMMARY

A. Requirements for Substitution Requests.

PART 2 - PRODUCTS

2.1 GENERAL REQUIREMENTS

A. Unless a Substitution has been approved and published in a written Addendum, the material, product, equipment, or service to be used and/or provided are those specified. However, during the course of work, a Substitution may be approved if a specified or previously approved material, equipment, product and/or service is determined to be unavailable due to strikes, lockouts, bankruptcy, discontinuance of production, documented shortages or similar occurrences.

2.2 PRODUCT REQUIREMENTS

A. All Substitution requests under this Section require prior approval by TDCJ.

B. All Substitution requests under this Section require review and approval by A/E.

2.3 THRU 2.5

A. Not applicable.

PART 3 - PRODUCTS

3.1 PERFORMANCE QUALIFICATIONS

A. Not applicable.

3.2 PREPARATION

A. Review and coordinate all aspects of each item for conformance in all respects with specifications and requirements.

B. Prepare documentation that the requested substitution is equal or superior to the specified material, product, or equipment and shall consist of applicable information which would aid the A/E in making an informed decision. Include side by side product comparisons, technical data, laboratory test results, product drawings, etc.

1. If use of the proposed material, product, or equipment would result in changes to the design of other elements, the Substitution Request shall describe fully the changes required to the drawings or specifications.

3.3 EXECUTION REQUIREMENTS

A. Do not substitute material, product, equipment or service unless Substitution has been specifically approved in writing.

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B. No material, equipment, product or service is “equal” to such specified until a Substitution Request has been approved.

C. Any cost differences resulting from modifications to the drawings and/or specifications and the cost of making the changes, including charges for required design time by A/E, is the responsibility of Contractor/Vendor.

3.4 QUALITY CONTROL

A. Maintain copies of Approved Substitution Request(s) as Record Submittals.

3.5 COMMISSIONING

A. Not applicable.

3.6 EXECUTION SUBMITTALS

A. Substitution Request with attached required documentation.

3.7 Thru 3.8:

A. No additional requirements.

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GRACE HEBERT CURTIS ARCHITECTS LLC SUBMITTALS v.20230328 MONTFORD UNIT Section 01 33 00 – Page 1 of 9

SECTION 01 33 00 – SUBMITTALS v.20230328

[Standard TDCJ Specification]

PART 1 - GENERAL

1.1 SUMMARY

A. Requirements for Submittal of Product Data, Shop Drawings, Samples, Mock-Ups, Requests for Information and other work-related submittals, other than Substitution Requests.

B. Definitions:

1. Action Submittals – written and graphic information and physical samples that require responsive action.

2. Closeout Submittals – project completion related information that may or may not require review and approval.

3. Informational Submittals – written and graphic information and physical samples that may or may not require responsive action.

4. Product Data – illustrations, standard schedules, performance charts, instructions, manufacturer’s certificates, brochures, diagrams, test data and other information furnished to illustrate material, product, equipment or system for some portion of the Work.

5. Shop Drawings – drawings, diagrams, schedules and other data specially prepared for the Work to illustrate some portion of the Work.

6. Samples – physical examples which illustrate materials, equipment or workmanship to establish standards for the Work and/or to demonstrate compliance with the established standard of the Work.

7. Quality Control submittals – information and/or items required to demonstrate conformance with standards or other requirements of the Construction Documents which may or may not require review and approval.

8. Request For Information (RFI) – requests for additional information, interpretation, clarification of, or to identify conflicts with, the Construction Documents.

PART 2 - PRODUCTS, EQUIPMENT, MATERIALS AND/OR REQUIRED FIELD SERVICES

2.1 GENERAL REQUIREMENTS:

A. Submittal Schedule:

1. Required information in tabular format. Required information includes:

a. Specification number and title.

b. Submittal category (action or informational).

c. Name of supplier.

d. Description of the Work covered.

2. Demonstrate number of days for review and processing of Submittals and Resubmittals, and in such sequence and duration as to cause no delay in the Work.

a. Additional time for coordination with subsequent Submittals/

Resubmittals as required.

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b. Product Data before or concurrent with Samples/Mock-Ups and/or Shop Drawings.

c. Single submittal for each element of construction and type of product or equipment with all required information.

3. Coordination:

a. Fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

b. Different types of submittals for related parts of the Work when processing will not be delayed because of need to review submittals concurrently for coordination.

c. Logical groupings to facilitate interrelation of Products and Systems:

1) Simultaneous submittal of associated items of operating systems which require correlation for efficient function and installation.

2) Coordinated with other related submittals.

3) Samples/Mock-Ups that contain multiple, related components such as accessories together as one submittal package.

B. Contractor’s Approval Stamp: A uniform stamp with a statement certifying that submittal has been reviewed, checked and approved for compliance with the Construction Documents and provide a place for Contractor’s signature.

C. Transmittal Form: Contractor’s letterhead and title block on a pre-printed form or a permanently affixed label with applicable letterhead.

1. Label or title block:

a. Project name

b. Date

c. Submittal number with applicable resubmittal/revision identifier.

d. Name and address of A/E (Texas Department of Criminal Justice, for Construction Documents prepared by TDCJ personnel)

e. Name and address of Contractor if information is not contained in pre-printed letterhead, title block or label.

f. Name and address of Sub-contractor, if applicable.

g. Name and address of supplier, if applicable.

h. Name of manufacturer, if applicable.

i. Name of preparer of Submittal.

j. A 6” x 8” space for Contractor’s review and approval markings and action taken by A/E.

D. Prepared written statement:

1. Number and title of applicable Specification Section.

2. Drawing number and detail references, as applicable.

3. Type of element.

4. Locations(s) where product is to be installed, as applicable.

a. Reference sheet number, detail, and/or specification number.

b. Number and name of room or space.

c. Location within room or space.

5. Other necessary identification:

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

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b. Applicable available options clearly marked.

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

6. All information relating to means and methods of construction, fabrication, assembly, installation, or erection redacted or otherwise deleted unless such is specifically identified in applicable Specification Section as required.

E. Binders: Where individual Specification Sections require submittals in a Binder:

1. Commercial quality, sized for 8-1/2 in. x 11 in. documents, with cleanable covers equipped with clear view covers for insertion of a custom printed Cover Sheet and Spine insert.

2. Unless other is approved in writing, separate binders for each identified category.

3. Appropriately deep for amount of documents, not to exceed 3”.

a. Additional binders as required for documents not accommodated by 3” binder(s).

1) Labeling on coversheet shall include identification of “No. 1 of x”, etc., where x is the total number of binders for that category.

4. Cover Sheet elements:

a. Project Name.

b. Date.

c. Name and location of project.

d. Name of A/E firm (Texas Department of Criminal Justice if design was not provided by a separately engaged A/E firm).

e. Submittal label as identified in specification.

f. Where dividers are specified: Tabbed fly-leaf with typed labels.

5. Spine insert elements:

a. Submittal label as identified in specification.

b. Project Name.

6. Table of Contents: Neatly typed, using Table of Contents of Project Manual as format.

7. Fold larger sheets to fit into binders.

2.2 WORK PRODUCT REQUIREMENTS

A. Action Submittals:

1. Product Data:

a. Prepared written statement.

b. Include the following information, as applicable:

1) Manufacturer’s written recommendations.

2) Manufacturer’s product specifications.

3) Manufacturer’s installation instructions.

4) Standard color charts.

5) Manufacturer’s catalog cuts.

6) Wiring diagrams showing factory-installed wiring.

7) Printed performance curves.

8) Operational range diagrams

9) Mill reports

10) Standard product operation and maintenance manuals.

11) Compliance with specified referenced standards.

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12) Testing by recognized testing agency.

13) Application of testing agency labels and seals.

14) Notation of coordination requirements.

15) Indication mark on each Submittal showing which products and options are applicable.

2. Shop Drawings:

a. Prepared written statement.

b. Project-specific information, drawn accurately to scale, not based on reproductions of the Construction Documents or standard printed data.

1) Electronic copies of CAD Drawings of the Construction

Drawings will not be provided for use in preparing Shop Drawings.

c. Fully illustrated requirements of the Construction Documents.

Include the following information, as applicable:

1) Field dimensions.

2) Identification of products.

3) Fabrication and installation drawings.

4) Roughing-in and setting diagrams.

5) Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.

6) Shopwork manufacturing instructions.

7) Templates and patterns.

8) Schedules.

9) Design calculations.

10) Compliance with specified standards.

11) Notation of coordination requirements.

12) Notation of dimensions established by field measurement.

13) Relationship to adjoining construction clearly indicated.

14) Seal and signature of professional engineer if specified.

15) Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.

d. Sheet Size: Except for templates, patterns, and similar full-size drawings, at least 8-1/2 by 11 inches but no larger than 24 by 36 inches.

3. Samples and Mock-Ups:

a. Prepared written statement.

b. Manufacturer’s charts consisting of units or sections of units showing the full range of colors, textures, patterns, and other similar characteristics available.

c. Complete, full-size Mock-Ups, at Project site, unless other is indicated in applicable Specification Section or approved in writing, prepared from same material to be used for the Work, cured and/or finished in manner specified, and physically identical with material or product proposed for use.

B. Close-out Submittals:

1. Per requirements of individual Specification Sections.

C. Information Submittals:

1. Compatibility Test Report(s): Prepared report(s) written by a qualified testing agency, on testing agency’s standard form, indicating and

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interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion.

2. Coordination Drawing(s): Per requirements in individual Specification Sections. To scale, showing connections, clearances, tolerances, interface requirements, etc.

3. Design Data: Prepared written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include diagrams if applicable. Provide name and version of software, if any, used for calculations.

4. Field Inspection Report(s): Written report(s) required by Construction Documents for recording inspection(s) and/or observation(s). Include the following:

a. Date of Field Inspection.

b. Type and Scope of Inspection.

c. Name of person who performed inspection, qualifications and contact information.

d. Attendees, if applicable.

e. Weather conditions and/or conditions of project area to be inspected.

f. Description of the Work to be inspected.

g. Reference to Specification and/or Drawing where requirement for

Inspection is identified.

h. Description of elements found to be in compliance with Construction

Documents.

i. Deficiencies noted to include condition of substrates; unacceptable installation tolerances; and/or any other item(s) that conflicts with requirements of Construction Documents.

j. Identification of specification or other requirement that conflicts with the detrimental condition, unacceptable tolerance(s), etc.

k. Corrective actions taken.

l. Corrective actions recommended.

5. Field Test Report(s): Written report(s) provided by a qualified testing agency, on testing agency’s standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Construction Documents. Information included in Field Test Report(s) shall be the same as for Field Inspection Report(s).

6. Installer Certificate(s): Prepared written statement(s) on manufacturer’s letterhead certifying that Installer complies with requirements in the Construction Documents and, where required, is authorized by manufacturer for this specific Project.

7. Material Certificate(s): Prepared report(s) written by a qualified testing agency, on testing agency’s standard form, indicating and interpreting test results of material for compliance with requirements in the Construction Documents.

8. Preconstruction Test Report(s): Prepared report(s) written by a qualified testing agency, on testing agency’s standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Construction Documents.

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9. Product Test Report(s): Prepared written report(s) indicating current product produced by manufacturer complies with requirements in the Construction Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.

10. Product Certificate(s): Prepared written statement(s) on manufacturer’s letterhead certifying that product complies with requirements in the Construction Documents.

11. Report(s):

a. Cover page with the following information:

1) Project name.

2) Date of report.

3) Type of report.

4) Name, contact information, qualifications of preparer.

5) Specification Section specifying report.

b. Footer includes page numbers.

12. Research/Evaluation Report(s): Prepared written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include:

a. Name of evaluation organization.

b. Date of evaluation.

c. Time period when report is in effect.

d. Product and manufacturers’ names.

e. Description of product.

f. Test procedures and results.

g. Limitations of use.

13. Manufacturer Certificate(s): Prepared written statement(s) on manufacturer’s letterhead certifying that manufacturer meets or exceeds requirements in the Construction Documents. Include evidence of manufacturing experience where required.

14. Manufacturer’s Instruction(s): Prepared written or published information that documents manufacturer’s recommendations, guidelines, and procedures for installing, operating, and maintaining product or equipment.

a. Include the following, as applicable:

1) Name of product.

2) Name, address, and telephone number of manufacturer.

3) Preparation of adjoining elements.

4) Required tolerances.

5) Sequence of installation or erection.

6) Required adjustments.

7) Recommendations for cleaning and protection.

b. Specifically identify requirements for special post commissioning maintenance activities required to maintain warranties that are outside of typical Periodic Maintenance requirements.

15. Manufacturer’s Field Report(s): Prepared written information documenting factory-authorized (manufacturer) service representative’s tests and inspections. Include the following, as applicable:

a. Name of product.

b. Name, address, and telephone number of factory-authorized service representative making report.

c. Statement of observed field conditions, conditions of surfaces and installation and quality of workmanship.

d. Statement on condition of adjoining elements and acceptability for installation of product.

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e. Statement that products at project site comply with manufacturer’s requirements.

f. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken.

g. Results of operational and other tests and a statement of whether observed performance complies with requirements.

h. Statement whether conditions, products, and installation will affect warranty.

i. Other required items indicated in individual Specification Sections.

16. Material Safety Data Sheet(s) (MSDS): document(s) that contain information on the potential health effects of exposure to chemicals, or other potentially dangerous substances, and on safe working procedures when handling chemical products.

17. Qualification Data: Prepared written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of architects, engineers and owners, and other information specified.

18. Welding Certificate(s): Prepared written certification dated less than one calendar year previous that welding procedures and personnel comply with requirements in the Construction Documents. Include record of Welding Procedure Specification (WPS) and Procedure Qualification Record (PQR) on American Welding Society forms. Include name of firms and personnel certified.

D. Request For Information:

1. Name of project.

2. RFI number.

3. RFI description.

4. Date.

5. Detailed identification and description of problem encountered, information required, item for which interpretation or clarification is required, conflicting requirements, such as Manufacturer’s Instructions conflict with instructions in Construction Documents, etc. Include applicable specification and/or drawing numbers.

6. Recommended resolution to include sizes, ratings, sketches, etc. in compliance with applicable specifications and requirements.

7. Hard-Copy RFIs: Each page of attachments with the RFI number and sequential page number.

8. Software-Generated RFIs: Substantially the same content as Hard-Copy RFIs and Attachments, provided as electronic files in Adobe Acrobat PDF format numbered as for Hard-Copy submission.

9. Supplementary Drawings: Include dimensions, thicknesses, structural grid references, details of affected or adjoining material, assemblies, attachments, products, components, equipment, etc needed to evaluate subject RFI and render an informed response.

2.3 REQUIRED FIELD SERVICES

A. Not applicable.

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

REQUIREMENTS

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A. As required per individual Specification Sections.

2.5 PRODUCT, EQUIPMENT, MATERIAL AND/OR FIELD SERVICES SUBMITTALS

A. Elements as required per individual Specification Sections.

PART 3 - EXECUTION

3.1 INSTALLER AND/OR PERFORMANCE QUALIFICATIONS

A. Per requirements of individual Specification Sections.

3.2 PREPARATION

A. All submittals, other than RFIs, attached to a completed Transmittal Form.

B. Information specially prepared for submittal because standard printed data are not suitable for use, prepare as for Shop Drawings.

C. No more than 3 sets of Samples/Mock-Ups shall be required.

D. Partial or incomplete Submittals shall be returned, without review, for resubmission.

E. Prepare and maintain a tabular Log for each type of Submittal(s) (including RFIs) organized by submittal type and submittal number. Include in Log:

1. Project name.

2. Submittal number with applicable resubmittals/revision identifier including submittals that were dropped or otherwise cancelled.

a. Submittal number: Specification Section number followed by decimal point and a sequential number (e.g. 15 08 10.01).

1) Remain consistent throughout submittal type.

b. Resubmittal/revision identifier: Alphabetic suffix after another decimal point added to Submittal number (e.g. 15 08 10.01.A)

3. Description.

4. Date of submittal.

5. Date response was received.

6. Identification of related Minor Change in the Work, Field Order, Proposal

Request, etc. as applicable.

F. Immediately upon discovery of the need for information, interpretation, clarification, or direction, submit a Request for Information.

1. Coordinate and submit RFIs in a prompt manner so as to avoid delays in work.

2. Allow 72 hours for response.

3. The following RFIs will be returned without action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

c. Requests for interpretation of A/E’s action on submittals or substitutions.

d. Requests for coordination information already indicated in the

Construction Documents.

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e. Incomplete RFIs.

f. RFIs with numerous or significant errors.

3.3 EXECUTION REQUIREMENTS

A. General:

1. Time for review shall commence upon receipt of Submittal.

2. Retain responses for reference for Quality Control and Quality Assurance activities and coordination with other elements.

B. Submittals for Quality Control will be reviewed for compliance with the construction documents only. The review may not constitute a detailed review of adequacy of submitted design calculations. The appropriateness and accuracy of calculations is the responsibility of the Contractor (and Contractor’s professional engineer when such calculations are required to be professionally sealed).

3.4 QUALITY CONTROL

A. As required by individual Specification Sections.

3.5 COMMISSIONING

A. As required by individual Specification Sections.

3.6 EXECUTION SUBMITTALS

A. Every seven (7) calendar days, provide submittal logs.

3.7 INSTALLATION AND/OR WORKMANSHIP WARRANTY REQUIREMENTS

A. As required by individual Specification Sections.

3.8 CLOSE-OUT

A. As required by individual Specification Sections.

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SECTION 01 42 00 – REFERENCES V.20230221

[Standard TDCJ Specification]

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

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ASTM American Society of Testing and Materials 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

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IEBC International Existing Building Code IEC International Electrotechnical Commission

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

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SNMP Simple Network Management Protocol SPRI Single Ply Roofing Industry SPRI-ES SPRI-Edge System Test 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)

GRACE HEBERT CURTIS ARCHITECTS LLC CONTRACTOR QUALITY CONTROL v.20230221 MONTFORD UNIT Section 01 45 16.13 Page 1 of 11

SECTION 01 45 16.13 - CONTRACTOR QUALITY CONTROL v.20230221 [Standard TDCJ Specification]

PART 1 - GENERAL

1.1 SUMMARY

A. Requirements for Contractor Quality Control (QC) System:

1. Plans, procedures, and organization necessary to produce an end product which complies with the Contract requirements.

2. Applicable to all construction operations, both on-site and off-site, and keyed to…