1-7. Memorial Electrical - Specifications.pdf

THE TEXAS DEPARTMENT OF CRIMINAL JUSTICE

Replace Electrical

Memorial Unit

M.W.R. # 00715006

Smith Seckman Reid, Inc.

900 Threadneedle Street, Suite 600

713-784-8211

Texas Firm Registration Number: F2874

ISSUED FOR PROPOSAL

September 30, 2025

DIV 01, 03,07,26,31,33

09/30/2025

DIV 23

9/30/2025

EXHIBIT 5

696-FD-26-P036

Smith Seckman Reid, Inc. Table of Contents Memorial Unit Section 00 01 10 – Page 2 of 2 Replace Electrical - Issued for Proposal MWR#00715006

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 00 00 SCOPE OF WORK

01 10 00 SUMMARY

01 25 00 SUBSTITUTION PROCEDURES

01 33 00 SUBMITTALS

01 42 00 REFERENCES

01 45 16.13 CONTRACTOR QUALITY CONTROL

01 45 23 TESTING AND INSPECTION SERVICES

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 64 00 OWNER-FURNISHED PRODUCTS

01 70 00 EXECUTION REQUIREMENTS

01 73 29 CUTTING AND PATCHING

01 77 00 CLOSEOUT PROCEDURES

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 36 WARRANTIES

01 78 39 PROJECT RECORD DOCUMENTS

01 90 00 FACILITY DEMOLITION

DIVISION 03 – CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 42 13 METAL WALL PANELS

07 84 00 FIRESTOPPING

DIVISION 23 - MECHANICAL

23 05 00 23 05 23 23 05 29 23 07 00 23 21 13 23 22 16

COMMON WORK RESULTS FOR HVAC

GENERAL-DUTY VALVES FOR HVAC

HANGERS FOR HVAC PIPING

HVAC INSULATION

HVAC PIPING

STEAM AND CONDENSATE SPECIALTIES

DIVISION 26 – ELECTRICAL

26 00 00 BASIC ELECTRICAL METHODS

26 05 13 MEDIUM VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 05 19 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

Smith Seckman Reid, Inc. Table of Contents Memorial Unit Section 00 01 10 – Page 2 of 2 Replace Electrical - Issued for Proposal MWR#00715006

26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

26 05 34 CONDUIT

26 05 36 CABLE TRAYS FOR ELECTRICAL SYSTEMS

26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 05 73 POWER SYSTEM ANALYSIS

26 08 13 ELECTRICAL ACCEPTANCE TESTING SERVICES

26 08 15 ELECTRICAL ACCEPTANCE TESTING SERVICES (MEDIUM VOLTAGE)

26 12 16 26 12 19

DRY-TYPE, MEDIUM VOLTAGE TRANSFORMERS

LIQUID FILLED, PAD MOUNTED, MEDIUM VOLTAGE TRANSFORMERS

26 13 16 MEDIUM VOLTAGE LOAD INTERRUPTER SWITCHGEAR

26 13 30 PAD-MOUNTED SWITCHGEAR

26 13 30.01 SF6 GAS INSULATED PAD-MOUNTED SWITCHGEAR

26 18 13 MEDIUM-VOLTAGE DISTRIBUTION ARRESTERS

26 18 23 LOW-VOLTAGE SURGE ARRESTERS

26 22 00 LOW VOLTAGE TRANSFORMERS

26 24 13 SWITCHBOARDS

26 27 26 WIRING DEVICES

26 28 16 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

DIVISION 31 - EARTHWORK

31 23 10 TRENCHING, BACKFILLING AND COMPACTING

31 50 00 EXCAVATION SUPPORT AND PROTECTION

DIVISION 33 - UTILITIES

33 71 16.33 WOOD ELECTRICAL UTILITY POLES

33 71 19 ELECTRICAL UNDERGROUND DUCTS AND MANHOLES

33 71 49.13 OVERHEAD MEDIUM-VOLTAGE TRANSMISSION WIRING

Smith Seckman Reid, Inc. Scope of Work Memorial Unit Section 01 00 00 – Page 1 of 5 Replace Electrical - Issued for Proposal MWR# 00715006

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

PART 1 – GENERAL

1.1 SUMMARY

A. Existing Conditions

Construction activities consist of replacing the existing radial system serving the main facility and document the 120V/208V distribution equipment for future replacement. The radial distribution system is currently served from one 1,500 KVA stepdown transformer fed on the primary side from a single 12.5 KV utility overhead line. The secondary side of the 1,500 KVA transformer supplies power to a 5 KV, 600A main switchgear. The switchgear powers seven unit substations and a chiller. Five unit substations are located in the building core utility hallway identified as “The Spline;” unit substation K is located in a roof top electrical room identified as “Baby Spline” and substation C is located in the boiler room. The unit substations provide power to over two hundred 208V-loads throughout the building. The main building switchgear also powers a chiller located outside; the chiller voltage is 480V.

The current available standby power capacity is 850KW provided by the two three phase generators, one 500kW and one 350kW. Both generators are installed outside the boiler room in weather/sound enclosures. The 500kW generator is 480V; this voltage is stepped down to 208V through a 500kVA transformer installed indoors in the first level of the boiler room. The 350kW generator is 208V and powers the stand-by distribution system directly. Each generator serves limited loads. At this time, only selected loads in the main building are served by the generator. Transfer switches are manually operated switches with contactors.

The miscellaneous loads connected directly to the 12.5KV overhead line include the maintenance shop, east dormitory, west dormitory, tire shop and old building.

Dedicated transformers step voltage down to 208/120V for each building. The stand-by system does not provide power to any of the miscellaneous loads under the current configuration.

B. Proposed System

The proposed power distribution system will consist of two redundant 2500KVA, 12.5/4.16kV outdoor transformers that power one indoor loop and one outdoor loop. One transformer has enough capacity to serve 100% of the load. Each 2500KVA transformer will power one outdoor pad mounted switchgear. Two groups of sectionalizing switches will create the loops between pads mounted switchgears; one group will form the outdoor loop and the other will form the indoor loop. These loops will provide redundancy for the system downstream. The outdoor loop will provide power to the chiller yard and the tire shop; in the future, it will also provide power for the maintenance shop, east dorm, and west dorm.

The indoor loop will run underground from the pad mounted switchgear to a point close to the perimeter of the building. A combination of conduits and cable trays will carry the medium voltage cables into the building and route them to the unit substations. The medium voltage cables will be clearly identified as medium voltage with voltage rating.

Memorial Unit Section 01 00 00 – Page 2 of 5 Replace Electrical - Issued for Proposal MWR# 00715006

The indoor loop will provide power to the existing indoor unit substations located in the boiler room, spline and baby spline. One 5KV selector switch will be available for each existing unit substation; unit substations D, K and E will share selector switches with unit substations B, C and A respectively. Selector switches powering two unit substations will require double lugs to accommodate cable terminations.

The purpose of the selector switches is to provide the option to disconnect any unit substation from the loop while maintaining other loads connected to the loop energized. The loop will remain open in one point of the circuit between the two main service transformers; this operation will be enforced by providing kirk-key interlock in every selector switch with n-1 keys. Keeping the loop open in one point will prevent the two main service transformers from operating in parallel. The point where the loop is opened can vary at any time. Thus, the load can be distributed between the two transformers in different percentages.

The low voltage (208V) scope consists of documenting the 208/120V system from the unit substation to the final distribution panel. The documentation will include records of the panel location, power source, panel rating and characteristics, conduit size and type, cable size and type, manufacturing or installation year, and conduit distance between the substations and the panels. The intent of this piece of scope is to provide TDCJ with accurate information to accurately estimate the replacement of all 208V and 120V power and lighting panels, and respective main feeders located throughout the facility.

C. Support Activities

The structural portion of this project involves providing electrical equipment foundations on the outside of the complex and equipment pads inside the building. It also requires the installation of three new door openings in the spline and reinforcing around those door openings (refer to section 01 64 00 for additional information). The mezzanine support connections in the boiler room do not meet the specifications of the original design; to address this issue, it is required to shore and install new mezzanine support connections in the boiler room. Finally, a single exit door will be constructed in the east end of the Spline to comply with the NEC egress requirements for electrical spaces (refer to section 01 64 00 for additional information). The mechanical scope of work pertains to the relocation of existing elements that are in conflict with new electrical equipment being provided. These mechanical items being relocated are largely existing steam piping and expansion loops. All of the steam expansion loops will be replaced with new piping and insulation per specifications.

1.2 SCOPE OF WORK

A. The following Scope of Work is for reference only and does not intend to depict all the tasks necessary to deliver a fully functional system for TDCJ. Drawings and specifications shall be considered the primary source of information for project scope definition.

B. The Scope of Work has been presented to the Texas Historical Commission. The THC was informed of the three double doors and one single door to be constructed in the spline. The THC also learned about the new main service yard, which complete the elements that may affect the appearance of the building. The THC also learned about the electrical scope. THC evaluated the scope of work and

Memorial Unit Section 01 00 00 – Page 3 of 5 Replace Electrical – Issue for Proposal MWR# 00715006 determine that a formal review was not necessary. The THC official response is presented as Exhibit 01 00 00 – A.

C. The following activities and sequence of construction served as basis of design.

The contractor is responsible for determining the final construction strategy to meet the design intent, budget and schedule. TDCJ is not expected to furnish material, labor or services for construction activities.

D. Outdoor Scope 1 Install the exterior underground raceway for the exterior and interior loop.

2 When during construction an open trench crosses the road, provide steel plates and temporary cover the trenches to maintain traffic on the affected portion of the road until back filling of the trench is completed.

3 Install the new underground distribution system for normal power.

4 Install the exterior underground distribution for the new service into the existing chillers.

5 Frame and pour all exterior equipment pads (Pad mounted switchgear, transformers, etc.).

6 Pull all new wiring.

7 Install all new exterior equipment (Transformers, Switches, Disconnects, etc.) and terminate wiring.

E. Boiler Room Scope 1 Install the mezzanine supports for the new equipment.

2 Install the equipment pads and supports for the new boiler room equipment.

3 Install all of the new equipment for the boiler room.

4 Install all new raceways and wiring for the boiler room. Install new raceways from the boiler room to the spline and on the roof as required by the drawings.

5 Install unit substation Selector Switch C.

6 Install new light fixtures.

7 Remove existing 5KV switchgear and unit substation.

F. Electrical Room Scope (corridor between boiler room and spline) 1 Install all equipment pads.

2 Install new lighting in the new electrical room in the utility corridor 3 Complete the installation of the raceways from the Boiler Room into the new Electrical Room and new cable tray into the Spline.

4 Install new lighting.

5 Install 5 KV equipment.

G. Spline Scope 1 Install new exterior doors in the spline (refer to section 01 64 00 for additional information). .

2 Install raceways and cable trays in the spline.

3 Install all equipment pads.

4 Indoor unit Substations existing to remain 5 Install and terminate all 5KV cables.

6 Energize existing indoor unit substations 7 Remove all decommissioned infrastructure 8 Reconfigure steam piping and expansion loops

Memorial Unit Section 01 00 00 – Page 4 of 5 Replace Electrical - Issued for Proposal MWR# 00715006

1.3 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 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:

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.

EXHIBIT 01 10 00 - A

Memorial Unit Section 01 00 00 – Page 5 of 5

END OF SECTION 01 10 00

[Revision August 2016]

Smith Seckman Reid, Inc. Summary Memorial Unit Section 01 10 00 – Page 1 of 3 Replace Electrical- Issued for Proposal MWR#00715006

SECTION 01 10 00 – SUMMARY [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. 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.

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

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

F. Exposed – any area less than 16’ above finished floor, 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.

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

H. Owner’s Representative – see Project Administrator.

I. 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, Memorial Unit Section 01 10 00 – Page 2 of 3 Replace Electrical- Issued for Proposal MWR#00715006 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.

3. Unless otherwise stated or approved in writing, all activities that require coordination of multiple entities shall be preceded by 72 hours’ notification in writing to PA.

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

K. 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.

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.

Memorial Unit Section 01 10 00 – Page 3 of 3 Replace Electrical- Issued for Proposal MWR#00715006

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.

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 01 10 00

[Revision November 2017]

Smith Seckman Reid, Inc. Substitution Procedures Memorial Unit Section 01 25 00 – Page 1 of 2 Replace Electrical- Issued for Proposal MWR# 00715006

SECTION 01 25 00 – SUBSTITUTION PROCEDURES [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.

Smith Seckman Reid, Inc. Substitution Procedures Memorial Unit Section 01 25 00 – Page 2 of 2

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.

END OF SECTION 01 25 00

[Revision February 2016]

Smith Seckman Reid, Inc. Submittals Memorial Unit Section 01 33 00 – Page 1 of 9

SECTION 01 33 00 – SUBMITTALS [Standard TDCJ Specification]

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.

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

Shop Drawings.

Memorial Unit Section 01 33 00 – Page 2 of 9

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.

b. Applicable available options clearly marked.

Memorial Unit Section 01 33 00 – Page 3 of 9

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.

12) Testing by recognized testing agency.

Memorial Unit Section 01 33 00 – Page 4 of 9

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 interpreting results of compatibility tests performed before installation of

Memorial Unit Section 01 33 00 – Page 5 of 9 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.

9. Product Test Report(s): Prepared written report(s) indicating current product produced by manufacturer complies with requirements in the

Memorial Unit Section 01 33 00 – Page 6 of 9

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.

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

Memorial Unit Section 01 33 00 – Page 7 of 9

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 AWS 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

A. As required per individual Specification Sections.

Memorial Unit Section 01 33 00 – Page 8 of 9

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.

e. Incomplete RFIs.

f. RFIs with numerous or significant errors.

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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.

END OF SECTION 01 33 00

[Revision March 2016]

Smith Seckman Reid, Inc. References Memorial Unit Section 01 42 00 – Page 1 of 2

SECTION 01 42 00 – REFERENCES [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 construction industry standards organizations. Reference standards of these organizations are listed in respective 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 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

ASME American Society of Mechanical Engineers ASPE American Society of Plumbing Engineers ASTM American Society of Testing and Materials

AWI The Architectural Woodwork Institute AWPA American Wood-Preservers' Association

Smith Seckman Reid, Inc. References Memorial Unit Section 01 42 00 – Page 2 of 2

AWPB American Wood-Preservers Bureau AWWA American Water Works Association AWS American Welding Society

BHMA Builders' Hardware Manufacturers Association CISPI Cast Iron Soil Pipe Institute CPSC Consumer Product Safety Commission CRSI Concrete Reinforcing Steel Institute CS Commercial Standard of NBS (U.S. Dept. of Commerce) FCC Federal Communications Commission FCI Fluid Controls Institute FGMA Flat Glass Marketing Association FM Factory Mutual System FS Federal Specification (General Services Admin) IBC International Building Code (International Code Council) IEEE Institute of Electrical and Electronic Engineers Inc MBMA Metal Building Manufacturers Association

MIL Military Standardization Documents (U.S. Dept. of Defense) NAAMM National Association of Architectural Metal Manufacturers

NEC National Electrical Code (by NFPA) NEMA National Electrical Manufacturers Association

NESC National Electrical Safety Code NFPA National Fire Protection Association

PCI Pre-stressed Concrete Institute PDI Plumbing and Drainage Institute SDI Steel Deck Institute SDI Steel Door Institute SIGMA Sealed Insulating Glass Manufacturers Association

SMACNA Sheet Metal and Air Conditioning Contractors' National Association SSPC Steel Structures Painting Council

TCA Tile Council of America TXDOT Texas Department of Transportation

UL Underwriters Laboratories WCLIB West Coast Lumber Inspection Bureau (Grading Rules)

WWPA Western Wood Products Association (Grading Rules)

END OF SECTION 01 42 00

[Revision February 2016]

Smith Seckman Reid, Inc. Contractor Quality Control Memorial Unit Section 01 45 16.13 – Page 1 of 9

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

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

3. Keyed to construction sequence.

B. Definitions:

1. Control Phases: Defined phases utilized to organize QC inspections and other activities for each Definable Unit of Work within the Quality Control Plan: Preparatory, Initial, Follow-up.

2. Corrective Action(s): Action(s) required to correct completed work identified to be in Non-conformance, to include:

a. Complete removal and replacement of non-conforming Work, or

Action(s) required to correct/prevent recurring Deficiencies.

b. Review by A/E to:

1) Determine the cause of Non-Conformance

2) Evaluate for potential of recurrence.

3) Evaluate potential for significant conditions that may be adverse to quality.

4) Identify Follow-up Action(s) and/or Follow-up Inspection(s) required.

3. Contractor’s Daily Quality Control Report: A Field Inspection Report documenting QC activities and status of such each day.

a. Attach Field Test Reports for subject day.

1) Where Field Test Reports are unavailable for subject day due to off-site sample testing, results analysis, etc., note that such test was completed that day on Contractor’s Daily Quality Control Report and include an estimated date for delivery.

4. Deficiency: An element of the Work in-progress where damage, unsatisfactory results and/or other discrepancies can be rectified as the work proceeds.

5. Deficiency Notice: Notification of a Deficiency issued upon identification of workmanship or materials etc. found to be out of compliance with Construction Documents by inspection and/or testing.

6. Definable Unit of Work: a portion of the Work, as may be identified as a Feature, Segment, etc. which is separate and distinct from other portions of the Work and has separate control requirements.

a. Each section of the Specifications may generally be considered as a Definable Unit of the Work; however, the organization of the Specifications shall not determine the extent or scope of a Definable Unit of the Work.

7. Follow-up Action(s): Action(s) as determined to be required to confirm satisfactory completion of Corrective Action(s) and/or Remedial Action(s).

Memorial Unit…