PROJECT MANUAL

FOR

AE Design Services for Kitchen Cooler Remediation

TWC Project No.: 320 260 0135

100% Bid Package Criss Cole Rehabilitation Center (CCRC)

101 East 15th Street, Austin, TX 78778-0001 April 1, 2026

Stanley Consultants, Inc.

6836 Austin Center Blvd., Suite 350, Austin, Texas 78731 512-427-3600

Texas Firm Registration No. F-174

PROJECT TEAM Page 2

Owner Texas Workforce Commission

101 East 15th St.

Austin, Texas 78778-0001

Professional Seal

Mechanical Engineer

Randy Schrecengost, P.E.

Texas Registration No. 71591

Stanley Consultants, Inc.

Texas Firm Registration No. F-174 6836 Austin Center Blvd, Suite 350

Austin, Texas 78731 512-427-3600

04/01/2026

32337.01.00 TABLE OF CONTENTS

SECTION 00 01 10 - Page 1

00 01 10

TABLE OF CONTENTS

AE DESIGN SERVICES FOR KITCHEN VENTILATION UPGRADE

TEXAS WORKFORCE COMMISSION (TWC)

AUSTIN, TEXAS

TWC BUILDING CRISS COLE REHABILITATION CENTER (CCRC)

TWC PROJECT NUMBER: 320 260 0135

PROCUREMENT AND CONTRACTING REQUIREMENTS GROUP

DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS

Resp.

Charge Document Title SCI 00 01 01 Title Page and Project Team (Cover and Seals) 00 01 10 Table of Contents TWC Procurement Documents provided by TWC under separate cover

SPECIFICATIONS GROUP

GENERAL REQUIREMENTS SUBGROUP

Resp.

Charge Document Title

DIVISION 01 GENERAL REQUIREMENTS

SCI 01 11 00 Summary of Work 01 25 13 Product Substitutions Procedures Product Substitution Request Form 01 30 00 Administrative Requirements 01 33 00 Submittal Procedures Submittal Transmittal Form 01 40 00 Quality Requirements 01 43 30 Welding Qualifications 01 43 33 Manufacturer’s Field Services 01 50 00 Temporary Facilities and Controls 01 60 00 Product Requirements 01 70 00 Execution and Closeout Requirements

FACILITY CONSTRUCTION SUBGROUP

DIVISION 02 EXISTING CONDITIONS

SCI 02 41 00 Demolition

FACILITY SERVICES SUBGROUP

DIVISION 20 FACILITY SERVICES

SCI 20 05 00 Common Work Results for Facility Services 20 05 13 Common Work Results for Facility Services Piping Pipe Class Specifications ACS2 - A53 GR B TYPE E OR S Carbon Steel ACU4 – Copper Drainage Tube 20 05 29 Supports and Anchors for Facility Services Piping and Equipment

32337.01.00 TABLE OF CONTENTS

SECTION 00 01 10 - Page 2

20 07 00 Mechanical Insulation M-1008 – Piping and Equipment Insulation Thickness 23 62 00-10 Packaged Refrigeration (Compressor-Condenser) Units

DIVISION 22 PLUMBING

N/A

DIVISION 23 HEATING, VENTILATING, AND AIR CONDITIONING

23 62 00-10 Packaged Refrigeration (Compressor & Condenser) Units

DIVISION 26 ELECTRICAL

26 05 00 Common Work Results for Electrical 26 05 33 Above-Grade Raceway

32337.01.00 SUMMARY OF WORK

SECTION 01 11 00 - Page 1

01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 WORK COVERED BY CONTRACT DOCUMENTS

A. Work of this Agreement comprises general construction for:

1. The removal of one packaged, matched pair, refrigeration split system (evaporator / condenser) installed for a kitchen walk-in cooler.

2. The addition of two (2) smaller packaged, matched pair, refrigeration split systems (evaporator / condenser) installed for the same kitchen walk-in cooler, with associated lead/lag controls.

3. The evaporators will be installed inside the enclosure while the condensers shall be on the roof and entirely outside the walk-in enclosure. The evaporators and condensers shall be connected with structural members extending through the walk-in wall and/or roof sections, with interconnecting piping and controls for fully functional systems.

B. Work is for the Texas Work Force Commission and located within the Criss Cole Rehabilitation Center at 101 East 15th Street, Austin, TX 78778.

1.02 AGREEMENT

A. Construct Work under single lump sum Agreement.

B. Employing any / all Subcontractors required for completion of the work, and

1. Assigned by Owner for specialty work related to warranties and other requirements such as

Roofing Work required for project.

1.03 WORK SEQUENCE

A. Construct Work in stages to accommodate Owner's use of premises during the approved construction period and coordinate construction schedule and operations with Owner's Representative.

1. Schedule Work to minimize interruptions to utility service or use of building complete outside of work area.

B. Construct Work in stages to provide for tenant and public convenience.

1. Stages of construction shall be determined and scheduled with Owner’s Representative based upon items indicated in Contract Documents.

1.04 CONTRACTOR USE OF PREMISES

A. Contractor shall have complete and exclusive use of premises for execution of Work with all identified constraints as coordinated with Owner.

B. Limited Contractor's use of premises for Work and for storage, shall allow for:

1. Work by other contractors.

2. Owner occupancy.

3. Public use.

C. Coordinate use of premises under direction of Owner. Contractor shall confine construction equipment, storage of materials and equipment and operations of workers to areas permitted by Owner, law, ordinances, permits, or requirements of Contract Documents, and shall not unreasonably encumber premises with construction equipment or other material or equipment.

D. Assume full responsibility for protection and safekeeping of items under this Agreement, whether stored on or off site.

E. Move any stored items, under Contractor's control, which interfere with operations of Owner or separate contractor.

32337.01.00 SUMMARY OF WORK

SECTION 01 11 00 - Page 2

F. Obtain and pay for use of additional storage or Work areas needed for operations.

1.05 OWNER OCCUPANCY

A. Owner will occupy premises during entire period of construction for conduct of its normal operations.

Cooperate with Owner's Representative in all construction operations to minimize conflict, and to facilitate Owner usage.

1. Maintain existing building complex in substantially continuous operation during construction, making and removing temporary connections as necessary.

1.06 SAFETY

A. When cutting, grinding and welding stainless steel the Contractor shall adhere to OSHA hexavalent chromium standard 1926.1126.

B. Contractor shall provide entry supervisor, attendant and air monitoring equipment to perform confined space work per OSHA 146.

C. No personnel shall be permitted on scaffolding unless it has been inspected by the scaffold erecter during that current shift.

PART 2 PRODUCTS

NOT USED

PART 3 EXECUTION

END OF SECTION

1) R. Schrecengost 2)

32337.01.00 PRODUCT SUBSTITUTIONS PROCEDURES

SECTION 01 25 13 - Page 1

01 25 13

PRODUCT SUBSTITUTIONS PROCEDURES

PART 1 GENERAL

1.01 SUBSTITUTIONS

A. Instructions to Bidders specify time restrictions for submitting requests for Substitutions during the bidding period to requirements specified in this section.

B. For period of 30 days after effective date of Agreement, Engineer will consider formal requests from Contractor for substitution of products in place of those specified. After end of that period, requests will be considered only in case of product unavailability or other conditions beyond control of Contractor.

C. Submit 2 copies of request for substitution for consideration using attached Product Substitution Request Form. Limit each request to one proposed Substitution. Support each request with:

1. Complete data substantiating compliance of proposed substitutions with requirements stated in

Contract Documents. Burden of proof is on proposer.

a. Product identification, including manufacturer's name and address.

b. Manufacturer's literature; identify:

1) Product description.

2) Reference standards.

3) Performance and test data.

c. Samples, as applicable.

d. Name and address of similar projects on which product has been used, and date of each installation.

2. Itemized comparison of proposed substitution with product specified listing significant variations.

3. Data relating to changes in construction schedule.

4. Any effect of substitution on separate contracts.

5. List of changes required in other work or products.

6. Accurate cost data comparing proposed substitution with product specified. Amount of any net change to Contract Price.

7. Designation of required license fees or royalties.

8. Designation of availability of maintenance services, sources, or replacement materials.

D. Substitutions will not be considered for acceptance when:

1. They are indicated or implied on Shop Drawings.

2. They are requested directly by Subcontractor or supplier.

3. Acceptance will require substantial revision of Contract Documents.

E. Substitute products shall not be ordered or installed without written notification from Engineer of Owner's acceptance.

F. Engineer will determine acceptability of proposed substitutions.

1.02 CONTRACTOR'S REPRESENTATION

A. In making formal request for substitution Contractor represents that:

1. It has investigated proposed product and has determined that it is equal to or superior in all respects to that specified.

2. It will provide same warranties or Bonds for substitution as for product specified or as required by

Owner.

3. It will coordinate installation of accepted substitution into Work and will make such changes as may be required for Work to be complete in all respects.

4. It waives claims for additional costs caused by substitution which may subsequently become apparent.

5. Cost data is complete and includes related costs under its Agreement, but not:

a. Costs under separate contracts.

b. Engineer's costs for redesign or revision of Contract Documents.

32337.01.00 PRODUCT SUBSTITUTIONS PROCEDURES

SECTION 01 25 13 - Page 2

6. It will reimburse Owner for charges of Engineer or Engineer's consultants for evaluating any proposed substitute, whether proposed substitute is accepted or rejected.

1.03 ENGINEER DUTIES

A. Review Contractor's requests for substitution with reasonable promptness and advise Owner.

B. Notify Contractor in writing of Owner's decision to accept or reject requested substitution.

PRODUCT SUBSTITUTION REQUEST FORM

To:

Project:

Specified Item:

Section Page Paragraph Description

The undersigned request consideration of the following:

PROPOSED SUBSTITUTION

Attached data includes product description, specifications, drawings, photographs, performance, and test data adequate for evaluation of the request; applicable portions of the data are clearly identified.

Attached data also includes a description of changes to the Contract Documents that the proposed substitution will require for its proper installation.

The undersigned certifies that the following paragraphs, unless modified by attachments are correct:

1. The proposed substitution does not affect dimensions shown on Drawings.

2. The undersigned will pay for changes to the building design, including engineering design, detailing, and construction costs caused by the requested substitution.

3. The proposed substitution will have no adverse affect on other trades, the construction schedule, or specified warranty requirements.

4. Maintenance and service parts will be locally available for the proposed substitution.

The undersigned further states that the function, appearance, and quality of the proposed substitution are equivalent or superior to the specified item.

Submitted by:

Signature For use by Engineer/Architect

Firm � Approved � Approved as noted

Address � Not Approved � Received too late

By

Date Date

Telephone Remarks

Attachments

32337.01.00 ADMINISTRATIVE REQUIREMENTS

SECTION 01 30 00 - Page 1

01 30 00

ADMINISTRATIVE REQUIREMENTS

PART 1 GENERAL

1.01 COORDINATION AND PROJECT CONDITIONS

A. Coordinate scheduling, submittals, and Work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements.

B. Verify utility requirements and characteristics of operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment.

C. Coordinate space requirements, supports, and installation of mechanical and electrical Work which are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.

D. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements.

E. Coordinate completion and clean-up of Work of separate sections in preparation for Substantial Completion.

F. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities.

1.02 COPIES OF DRAWINGS AND PROJECT MANUALS

A. After Notice of Award, Contractor may obtain, at no charge, up to 5 printed or hard copies of the Drawings and Project Manual and one set in electronic format. Additional copies will be furnished upon request at the cost of reproduction plus handling charge.

1.03 PROJECT SITE ADMINISTRATION

A. Contractor shall provide competent, suitably qualified personnel to survey and lay out Work and perform construction as required by Contract Documents. Contractor shall at all times maintain good discipline and order at site.

B. Except in connection with safety or protection of persons or Work or property at site or adjacent thereto, and except as otherwise indicated in Contract Documents, all Work at site shall be performed during regular working hours, and Contractor shall not permit overtime work or performance of Work on Saturday, Sunday, or any legal holiday without Owner's written consent given after prior written notice to Engineer.

C. Incompetent or incorrigible employees shall be dismissed from Work by Contractor or its representative when requested by Engineer, and such persons shall not again be permitted to return to Work without written consent of Engineer.

D. Workmanship shall be of best quality.

1.04 PROJECT MEETINGS

A. Representatives of Contractor, Subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of entity each represents.

B. Preconstruction meeting:

1. Owner will schedule a meeting after 15 days after Notice to proceed.

2. Location: A central site, convenient for all parties, designated by Owner.

SECTION 01 30 00 - Page 2

3. Attendance:

Owner's representative.

Engineer and its professional consultants.

Resident Project Representative.

Contractor's superintendent.

Major Subcontractors.

Major suppliers.

Others as appropriate.

4. Agenda:

Submission of executed bonds and insurance certificates.

Distribution of Contract Documents.

Submission of list of Subcontractors, list of products, schedule of values, and progress schedule.

Designation of personnel representing the parties in Contract, and the Engineer.

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

Scheduling.

5. Record minutes and distribute copies within 2 days after meeting to participants, with one copy to Engineer, Owner, other participants, and those affected by decisions made.

C. Site mobilization meeting:

1. Owner will schedule a meeting at the Project site prior to Contractor occupancy.

2. Attendance required: Owner, Contractor, Contractor's Superintendent, and major Subcontractors.

3. Agenda:

Use of premises by Owner and Contractor.

Owner's requirements.

Construction facilities and controls provided by Owner.

Temporary utilities provided by Owner.

Security and housekeeping procedures.

Schedules.

Application for payment procedures.

Procedures for testing.

Procedures for maintaining record documents.

Requirements for start-up of equipment.

Inspection and acceptance of equipment put into service during construction period.

4. Record minutes and distribute copies within 2 days after meeting to participants, with 1 copy to participants, and those affected by decisions made.

D. Progress meetings:

1. Schedule and administer meetings throughout progress of the Work at periodic maximum monthly intervals.

2. Contractor will hold called meetings as required by progress of Work.

3. Location of meetings: Project field office.

4. Make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.

5. Attendance:

Engineer, and its professional consultants as needed.

Contractor and Subcontractors as appropriate to agenda.

Suppliers as appropriate to agenda.

Others.

6. Suggested agenda:

Review, approval of minutes of previous meeting.

Review of Work progress since previous meeting.

Field observations, problems, conflicts.

Problems which impede construction schedule.

Review of off-site fabrication, delivery schedules.

Corrective measures and procedures to regain projected schedule.

Revisions to construction schedule.

Progress, schedule, during succeeding Work period.

Coordination of schedules.

Review submittal schedules; expedite as required.

Maintenance of quality standards.

SECTION 01 30 00 - Page 3

Pending changes and substitutions.

Review proposed changes for:

1) Effect on construction schedule and on completion date.

2) Effect on other contracts of Project.

3) Other business.

7. Record minutes and distribute copies within 2 days after meeting to participants, with 1 copy to Engineer, Owner, participants, and those affected by decisions made.

PART 2 PRODUCTS

2.01 EQUIPMENT ELECTRICAL CHARACTERISTICS AND COMPONENTS

A. Motors: Specific motor type is specified in individual specification sections.

B. Wiring Terminations: Provide terminal lugs to match branch circuit conductor quantities, sizes, and materials indicated. Include lugs for terminal box.

C. Cord and Plug: Provide minimum 6' (2 m) cord and plug including grounding connector for connection to electric wiring system. Cord of longer length is specified in individual specification sections.

PART 3 EXECUTION

3.01 SPECIAL PROCEDURES

A. Materials: As specified in product sections; match existing with new products and salvaged products for patching and extending work.

B. Employ skilled and experienced installer to perform alteration work.

C. Cut, move, or remove items as necessary for access to alterations and renovation Work. Replace and restore at completion.

D. Remove unsuitable material not marked for salvage, such as rotted wood, corroded metals, and deteriorated masonry and concrete. Replace materials as specified for finished Work.

E. Remove debris and abandoned items from area and from concealed spaces.

F. Prepare surface and remove surface finishes to provide for proper installation of new work and finishes.

G. Close openings in exterior surfaces to protect existing work from weather and extremes of temperature and humidity.

H. Remove, cut, and patch Work in a manner to minimize damage and to provide means of restoring products and finishes to original condition.

I. Refinish existing visible surfaces to remain in renovated rooms and spaces, to specified condition for each material, with a neat transition to adjacent finishes.

J. Where new Work abuts or aligns with existing, provide a smooth and even transition. Patch Work to match existing adjacent Work in texture and appearance.

K. When finished surfaces are cut so that a smooth transition with new Work is not possible, terminate existing surface along a straight line at a natural line of division and submit recommendation to Engineer for review.

L. Where a change of plane of 1/4" or more occurs, submit recommendation for providing a smooth transition to Engineer for review.

M. Trim existing doors as necessary to clear new floor finish. Refinish trim as required.

SECTION 01 30 00 - Page 4

N. Patch or replace portions of existing surfaces which are damaged, lifted, discolored, or showing other imperfections.

O. Finish surfaces as specified in individual product sections.

32337.01.00 SUBMITTAL PROCEDURES

SECTION 01 33 00 - Page 1

01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.01 SUBMITTAL PROCEDURES

A. Submit electronically when required by Specification Sections. Contact Engineer as listed below for submittal instructions. An FTP/FTA site or direct posting site will be provided after award to post submittals and to receive return submittals:

Mr. Randy Schrecengost Email: schrecengostrandy@stanleygroup.com Office Phone: 512-427-3600 Stanley Consultants, Inc.

6836 Austin Center Boulevard Suite 350 Austin, TX 78731

B. Engineer will make internal distribution to the Owner and other interested parties.

C. Submittals shall be in English language.

D. Weights, measures, and units shall be English units with SI metric values following in parenthesis.

E. Symbols and drawings shall conform to ANSI Y32.2/IEEE 315/CSA Z99.

1.02 CONTRACTOR RESPONSIBILITIES

A. Review submittals prior to submission.

B. Determine and verify:

1. Field measurements.

2. Field construction criteria.

3. Catalog numbers and similar data.

4. Conformance to Specifications.

C. Coordinate each submittal with other submittals and with requirements of Work and of Contract Documents.

D. Notify Engineer in writing, at time of submission, of any deviations in submittals from requirements of Contract Documents. Any such deviations permitted by Engineer will require modifications of Contract Documents.

E. Provide space on Shop Drawings for Contractor and Engineer stamps.

F. When Shop Drawings are revised for resubmission, identify all changes made since previous submission.

G. Submittals containing language imposing duties on others (such as verification of dimensions or supply of related information) inconsistent with contract language shall be null and void.

H. Submittals shall not be used as media for inquiries for information or for verification of information that must be supplied by others to Contractor. Inquiries or verification of information shall be made by separate Contractor submittal using Request for Information (RFI) process.

I. Begin no fabrication or Work which requires submittal review until return of submittals by Engineer with stamp, as either "Reviewed", “Reviewed as Noted", or “Reviewed as Noted-Resubmit.”

mailto:schrecengostrandy@stanleygroup.com

SECTION 01 33 00 - Page 2

J. Distribute copies of reviewed submittals that carry Engineer stamp as either "Reviewed" or "Reviewed as Noted" as appropriate. Instruct parties to promptly report any inability to comply with requirements.

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

1.03 ENGINEER DUTIES

A. Review required submittals with reasonable promptness and in accord with schedule, only for general conformance to design concept of Project and compliance with information given in Contract Documents. Review shall not extend to means, methods, sequences, techniques, or procedures of construction or to safety precautions or program incident thereto. Review of a separate item as such will not indicate approval of assembly in which item functions.

B. Affix stamp and initials or signature, and indicate requirements for resubmittal, or review of submittal.

Engineer's action on submittals is classified as follows:

1. Reviewed: Submittal has been reviewed and appears to be in conformance to design concept of

Project and Contract Documents. Contractor may proceed with fabrication of work in submittal.

2. Reviewed As Noted: Submittal has been reviewed and appears to be in conformance to design concept of Project and Contract Documents, except as noted by reviewer. Contractor may proceed with fabrication of work in submittal with modifications and corrections as indicated by reviewer.

3. Reviewed As Noted-Resubmit: Submittal has been reviewed and appears to be in conformance to design concept of Project and Contract Documents, except as noted by reviewer. Contractor may proceed with fabrication of work in submittal with modifications and corrections as indicated by reviewer. Contractor shall make any corrections indicated by reviewer and resubmit for review.

4. Resubmit: Submittal has been reviewed and appears not to be in conformance to design concept of Project or with Contract Documents. Contractor shall not proceed with fabrication of work in submittal, but instead shall make any corrections required by reviewer and resubmit for review.

5. Returned without Review: Submittal is being returned without having been reviewed because: 1) not required by Contract Documents; 2) grossly incomplete; 3) indicates no attempt at conformance to Contract Documents; 4) cannot be reproduced; 5) lacks Contractor's completed approval stamp; or 6) lacks design professional's seal when required by law or Contract Documents. If submittal is required by Contract Documents, Contractor shall not proceed with Work as detailed in submittal, but instead shall correct defects and resubmit for review.

6. For Information Only: Submittal has not been reviewed but is being retained for informational purposes only.

7. Void: Submittal is voided because it is no longer required or has been superseded by another submittal.

C. Return one electronic copy of submittals to Contractor. Contractor shall make additional distribution as required.

D. *Submittals which do not contain markup, or which have minor markup that can be adequately described without referencing submittal, will not be returned. Reviewer will return signed submittal stamp with written description of Review’s comments.*

E. Review of submittals shall not relieve Contractor from responsibility for any variation from Contract Documents unless Contractor has, in writing, called Engineer's attention to such variation at time of submission, and Engineer has given written concurrence pursuant to Contract Documents to specific variation, nor shall any concurrence by Engineer or other reviewer relieve Contractor from responsibility for errors or omissions in submittals.

1.04 SHOP DRAWINGS SUBMITTALS

A. Submit for review for limited purpose of checking for conformance to information given and design concept expressed in Contract Documents. Produce copies and distribute in accordance with article “Submittal Procedures” and for record documents purposes as described in Section 01 70 00.

SECTION 01 33 00 - Page 3

B. Designate in construction schedule, or in separate coordinated submittal schedule, dates for submission and dates that reviewed submittals will be needed.

C. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in Work or in work of other contractors.

D. Present in clear and thorough manner, complete with respect to dimensions, design criteria, materials of construction, and like information to enable review of information as required.

E. Details shall be identified by reference to sheet and detail, schedule or room numbers shown on Drawings.

F. Indicate special utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

G. Equipment which is identified on Contract Documents with tag number or name shall be identified on Shop Drawing with same tag.

H. Schedule submittals to expedite Project. Coordinate submission of related items.

I. For each submittal for review, allow 15 days to complete review process.

J. Identify variations from Contract Documents and product or system limitations which may be detrimental to successful performance of completed Work.

K. Shop Drawings shall be submitted in electronic format.

1. Submit electronic copy to Engineer by email, or post in FTP site specific instructions will be provided after award.

2. Submittal Transmittal form (see pdf attached) shall be provided in Word format for each submittal.

MSWord template will be provided after award.

3. Text documents shall be submitted in .pdf format except for the shop drawing Transmittal Form.

4. Drawings shall be submitted in .pdf or .tif format.

5. Electronic submittal shall be suitable for reproduction in black and white.

6. Samples may be submitted to Engineer at address given above.

L. Submittals shall contain:

1. Date of submission and dates of any previous submissions.

2. Project title and number.

3. Contract identification.

4. Names of:

a. Contractor.

b. Supplier.

c. Manufacturer.

5. Identification of product, with Specification section number and article number.

6. Field dimensions clearly identified as such.

7. Relation to adjacent or critical features of Work or materials.

8. Applicable standards, such as ASTM or Federal Specification numbers.

9. Identification of deviations from Contract Documents.

10. Identification of revisions on resubmittals.

11. An 8" x 3" blank space for Contractor and reviewer stamps.

12. Indication of Contractor's approval, initialed or signed, with wording substantially as follows:

"Contractor represents to Owner and Engineer that Contractor has either determined and verified all quantities, dimensions, field construction criteria, materials, catalog numbers, and similar data, or assumes full responsibility for doing so and has reviewed or coordinated each submittal with requirements of Work and Contract Documents."

13. If Contract Documents include performance specifications stating required results which can be verified as meeting stipulated criteria, so that further design by Contractor prior to fabrication is

SECTION 01 33 00 - Page 4 necessary, Submittal depicting such design must be prepared under seal of professional engineer registered *licensed* in appropriate state *jurisdiction* and Submittal shall be signed and sealed in accordance with applicable regulations and with following certification statement:

"I hereby certify that this engineering document was prepared by me or under my direct personal supervision, that I am a duly registered *licensed* professional engineer under laws of state of Texas and I accept responsibility for adequacy of this document to meet criteria stipulated in Contract Documents."

M. Product Data:

1. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project.

2. Indicate product utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

N. Design data:

1. Submit for Engineer's knowledge as contract administrator or for Owner.

2. Submit for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents.

O. Data sheets:

1. Data sheets may require information not known until Contractor’s engineering is complete.

Furnish estimated values based on good engineering judgment. Estimated values shall be identified by placement of “(est.)” next to value.

2. Data Sheets shall be updated and resubmitted by Contractor once final values are known.

3. Do not leave items blank or labeled “To Be Determined” or “Later.”

4. Do not submit manufacturer Product Data instead of completed data sheets.

P. Test reports:

1. Submit for Engineer's knowledge as contract administrator or for Owner.

2. Submit test reports for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents.

Q. Certificates:

1. When specified in individual specification sections, submit certification by manufacturer, installation/application subcontractor.

2. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.

3. Certificates may be recent or previous test results on material or product, but must be acceptable to reviewer.

R. Manufacturer's instructions:

1. When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, to Engineer for delivery to Owner in quantities specified for Product Data.

2. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

S. Manufacturer's field reports:

1. Submit report within 30 days of observation for information.

2. Submit for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents.

T. Erection drawings:

1. Submit for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents.

2. Data indicating inappropriate or unacceptable Work may be subject to action by Engineer or

Owner.

SECTION 01 33 00 - Page 5

U. Proposed products list:

1. Within 15 days after date of Notice to Proceed, submit list of major products proposed to

Engineer for use, with name of manufacturer, trade name, and model number of each product.

2. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards.

V. Operations and maintenance manuals:

1. Designate in construction schedule, or in separate coordinated schedule, dates for submission and dates that reviewed operations and maintenance manuals will be needed.

2. Operations and maintenance manuals shall be presented in clear and thorough manner, complete with respect to dimensions, design criteria, materials of construction, and like information to enable reviewer to review information as required. Details shall be identified by reference to sheet and detail, schedule or room numbers shown on Drawings.

1.05 RESUBMISSION REQUIREMENTS

A. Make any corrections or changes in submittals required by Engineer and resubmit until stamped as either "Reviewed," "Reviewed as Noted," or “For Information Only.”

B. Text and depictions changed on Submittal shall be back-circled (clouded).

C. Engineer will assume that portions of Submittal not back-circled have not been changed by Contractor from previous submission.

D. Indicate revision number and date in document revision block.

1.06 DISTRIBUTION

A. Distribute reproductions of Shop Drawings which carry Engineer stamp as either "Reviewed" or "Reviewed as Noted" to:

1. Job site file.

2. Record Documents file.

3. Other affected contractors.

4. Subcontractors.

5. Supplier or fabricator.

B. Distribute Samples which carry Engineer stamp as either "Reviewed" or "Reviewed as Noted" as directed by Engineer.

1.07 CONSTRUCTION PROGRESS DOCUMENTATION

A. Construction progress schedules:

1. Submit initial schedules within 15 days after date established in Notice to Proceed. After review, resubmit required revised data within ten days.

B. Form of schedules:

1. Prepare schedules in form of horizontal bar chart.

a. Provide separate horizontal bar for each trade or operation.

b. Horizontal time scale: Identify first work day of each week.

c. Scale and spacing: To allow space for notations and future revisions.

d. Minimum sheet size: 11 x 17.

2. Format of listings: Table of Contents of this Project Manual.

3. Format of listings: Chronological order of start of each item of Work.

4. Identification of listings: By major Specification Section numbers.

C. Construction progress schedule shall show:

1. Complete sequence of construction by activity, with Contract Price breakdown at each stage.

2. Dates for beginning, and completion of, each major element of construction specifically listing:

a. Site clearing.

b. Site utilities.

SECTION 01 33 00 - Page 6

c. Foundation Work.

d. Structural framing.

e. Subcontractor Work.

f. Equipment installations.

g. Finishes.

3. Projected percentage of completion for each item, as of first day of each month.

D. Submittal schedule shall show:

1. Dates for Contractor's submittals.

2. Dates submittals will be required for Owner-furnished products.

E. Products delivery schedule show delivery dates.

F. Prepare and submit sub-schedules for each separate stage of Work specified in Section 01 11 00.

G. Provide sub-schedules to define critical portions of prime schedules.

H. Progress revisions:

1. Indicate progress of each activity to date of submission.

2. Show changes occurring since previous submission of schedule:

a. Major changes in scope.

b. Activities modified since previous submission.

c. Revised projections of progress and completion.

d. Other identifiable changes.

3. Provide narrative report as needed to define:

a. Problem areas, anticipated delays, and impact on schedule.

b. Corrective action recommended, and its effect.

c. Effect of changes on schedules of other prime contractors.

I. Distribution copies of reviewed schedules to:

1. Job site file.

2. Subcontractors.

3. Other concerned parties.

J. Instruct recipients to report promptly to Contractor, in writing, any problems anticipated by projects shown in schedules.

1.08 SAFETY PROCEDURES MANUAL

A. Prepare and submit to Owner safety procedures manual defining Contractor's safety program for work on site. Manual shall include:

1. Safety responsibilities of Contractor's personnel.

2. Description of Contractor's safety program.

3. Requirements of use of personal protective equipment.

4. General safety-related rules of conduct.

5. Fire prevention measures.

6. Accident reporting procedures.

7. Procedures for hot work (welding, cutting, etc.), overhead work, and work in enclosed, confined spaces (tank, boiler, etc.). Reference 29 CFR Part 1910.

1.09 SUBMITTAL TRANSMITTAL FORM PROCEDURES

A. Submittals shall be accompanied by completed copies of Submittal Transmittal form, bound herein.

An electronic version of transmittal form is available and may be obtained from Engineer. Reproduce additional copies required.

B. Submit transmittal form for initial submittals and resubmittals. Sequentially number transmittal form.

Revise submittals with original number and sequential alphabetic suffix.

SECTION 01 33 00 - Page 7

C. Prior to submittal, complete information under heading “Contractor's Transmittal.”

D. Engineer will complete information under “Reviewer's Action.”

E. Do not include submittals for more than one section of Specifications on Submittal Transmittal form.

F. Identify project title, location, and number and contract title and number.

G. Identify preparer name and, submittal number, including preparer’s submittal revision number.

H. A brief description under "Title" should clearly identify specific application of equipment or material covered by Submittal, utilizing where possible same title used in Drawings and Specifications.

I. Identify Specification Section number.

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

SC3001 R4 0907 SHOP DRAWING TRANSMITTAL

SUBMITTAL TRANSMITTAL

Transmittal No. Project Location

Project No. Date Received Contract Title Contract No. Date Distributed Project Title

CONTRACTOR'S TRANSMITTAL ENGINEER'S/ARCHITECT'S ACTION

STATUS ABBREVIATIONS RS - Resubmit R - Reviewed RET - Returned Without Review RN - Reviewed as Noted FIO - For Information Only RNR - Reviewed as Noted Resubmit V - Void

Preparer Preparer Submittal No. Rev No. Title Section Dwg No. Status

CONTRACTOR's Remarks ENGINEER'S/ARCHITECT'S Remarks

Address

By

By Date

Action of any kind on drawings by ENGINEER/ARCHITECT does not relieve CONTRACTOR from responsibility for errors, correctness of details, or conformance to the Contract.

Date

32337.01.00 QUALITY REQUIREMENTS

SECTION 01 40 00 - Page 1

01 40 00

QUALITY REQUIREMENTS

PART 1 GENERAL

1.01 QUALITY CONTROL AND CONTROL OF INSTALLATION

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

B. Comply with manufacturers' instructions, including each step in sequence.

C. If manufacturers' instructions conflict with Contract Documents, request clarification from Engineer before proceeding.

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

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

F. Verify that field measurements are as indicated on Shop Drawings or as instructed by manufacturer.

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

1.02 TOLERANCES

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

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

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

1.03 BUILDING CODES AND PERMITS

A. Obtain and pay for all construction permits and licenses. Owner shall assist Contractor, when necessary, in obtaining such permits and licenses.

B. Pay all governmental charges and inspection fees necessary for prosecution of Work, which are applicable at time of opening of Bids. Pay all charges of utility service companies for connections to Work. Owner will pay all charges of such companies for capital costs related thereto.

C. Give all notices and comply with all laws, ordinances, building and construction codes, rules, and regulations applicable to Work. If Contractor observes that Specifications or Drawings are at variance therewith, give Engineer prompt written notice thereof, and any necessary changes shall be adjusted by appropriate Modification.

D. If Contractor performs any Work knowing or having reason to know that it is contrary to such laws, ordinances, rules, and regulations, and without such notice to Engineer, Contractor shall bear all costs arising therefrom; however, it shall not be Contractor's primary responsibility to make certain that Specifications and Drawings are in accordance with such laws, ordinances, rules, and regulations.

1.04 TAXES

A. Contractor shall pay all sales, consumer, use and other similar taxes required to be paid by it in accordance with law of place of Project.

SECTION 01 40 00 - Page 2

B. After delivery to Site of items on which Contractor is required to pay such taxes, Contractor shall submit to Owner statement of such taxes paid as follows: ___________.

C. After delivery to Site of items on which Contractor is required to pay such taxes, Contractor shall submit to Owner statement of such taxes paid in following manner: ___________.

D. Owner will reimburse Contractor for ___ taxes included in such statements as follows: ___________.

1.05 REFERENCES

A. For products or workmanship specified by association, trade, or other consensus standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. Conform to reference standard by date of issue current on date for receiving bids, except where a specific date is established by code.

C. Obtain copies of standards where required by product specification sections.

D. If specified reference standards conflict with Contract Documents, request clarification from the Engineer before proceeding.

E. Neither contractual relationships, duties, nor responsibilities of the parties in Contract nor those of the Engineer shall be altered from the Contract Documents by mention or inference otherwise in any reference document.

F. Abbreviations used in Drawings and Specifications are as specified in ASME Y14.38 and IEEE 260.

G. Schedule of references:

1. AA - Aluminum Association

2. AAMA – Architectural Aluminum Manufacturer’s Association

3. AABC - Associated Air Balance Council

4. AAMA - American Architectural Manufacturers Association

5. AAN – American Association of Nurserymen

6. AAR –Association of American Railroads

7. AASHTO - American Association of State Highway and Transportation Officials

8. ABMA - American Bearing Manufacturers Association

9. ACI - American Concrete Institute

10. ACGIH - American Conference of Governmental Industrial Hygienists

11. ACIL - American Council of Independent Laboratories

12. ADC - Air Diffusion Council

13. ADSC - The International Association of Foundation Drilling

14. AEIC - Association of Edison Illuminating Companies

15. AF&PA – American Forest & Paper Association

16. AFS – American Foundrymen’s Society

17. AGA - American Gas Association

18. AGMA - American Gear Manufacturers Association

19. AHA - American Hardboard Association

20. AHRI – Air-Conditioning, Heating and Refrigeration Institute

21. AI - Asphalt Institute

22. AIAO-BAR – American International Accredtation Organization Bureau of Accredited Registrars

23. AIChE – American Institute of Chemical Engineers

24. AISC - American Institute of Steel Construction

25. AISI - American Iron and Steel Institute

26. AITC - American Institute of Timber Construction

27. ALSC - American Lumber Standards Committee

28. AMCA - Air Movement and Control Association

29. ANAB - ANSI-ASQ National Accreditation Board

30. ANSI - American National Standards Institute

SECTION 01 40 00 - Page 3

31. APA – American Pulpwood Association

32. APA/EWA- APA -The Engineered Wood Association

33. API - American Petroleum Institute

34. APMO - International Association of Plumbing

35. ARI – American Refrigeration Institute

36. AREMA - American Railway Engineering and Maintenance-of-Way Association

37. ARRA - Asphalt Recycling and Reclaiming Association

38. ASA – Acoustical Society of America

39. ASCE – American Society of Civil Engineers

40. ASHRAE - American Society of Heating, Refrigerating and Air Conditioning Engineers

41. ASME - American Society of Mechanical Engineers

42. ASPA - American Sod Producers Association

43. ASSE - American Society of Sanitary Engineering

44. ASTM – International Standards Worldwide

45. AWI - Architectural Woodwork Institute

46. AWPA - American Wood-Preservers' Association

47. AWS - American Welding Society

48. AWWA – American Water Works Association

49. BHMA - Builders’ Hardware Manufacturer's Association.

50. BIA – Brick Industry Association

51. BOCA - Building Officials & Code Administrators International, Inc.

52. CDA - Copper Development Association Inc.

53. CBM - Certified Ballast Manufacturers Association

54. CEMA – Conveyor Equipment Manufacturer’s Association

55. CFR - Code of Federal Regulations

56. CGA - Compressed Gas Association

57. CISCA - Ceilings and Interior Systems Construction Association

58. CISPI – Cast Iron Soil Pipe Institute

59. CISPR - Comite International Special des Perturbations Radioelectriques

60. CLFMI - Chain Link Fence Manufacturers Institute

61. CMAA - Crane Manufacturers Association of America

62. CPSC - Consumer Products Safety Council

63. CRI - Carpet and Rug Institute

64. CRSI - -Concrete Reinforcing Steel Institute

65. CSA - Canadian Standards Association.

66. CSI – Cast Stone Institute

67. CSI – Construction Specificaitons Institute

68. CSSB - Cedar Shake and Shingle Bureau

69. CTI - Cooling Technology Institute

70. DASMA - Door and Access Systems Manufacturers Association International

71. DEMA - Diesel Engine Manufacturers Association.

72. DFI - Deep Foundation Institute.

73. DHI - Door and Hardware Institute

74. DIN - Deutsche Normen

75. ECTC - Erosion Control Technology Council.

76. EGSA - Electrical Generating Systems Association.

77. EIA - Electronic Industries Alliance

78. EIMA - EIFS Industry Members Association

79. EJMA - Expansion Joint Manufacturers Association

80. EPA - Environmental Protection Agency

81. ETL - Electrical Testing Laboratory

82. FAA - Federal Aviation Administration

83. FCC – Federal Communications Commission

84. FCI - Fluid Controls Institute

85. FGMA – Flat Glass Manufacturer’s Association

86. FM – FM Global

87. FS - Federal Specification Unit

88. FSC – Forest Stewardship Council

89. Foundation for Cross Connection Control and Hydraulic Research at University of Southern

California

90. GA - Gypsum Association

SECTION 01 40 00 - Page 4

91. GANA - Glass Association of North America

92. GS – Green Seal.

93. HI – Hydraulics Institute

94. HI - Hydronics Institute

95. HMI - Hoist Manufacturer's Institute

96. HMMA - Hollow Metal Manufacturers Association

97. HPVA – Hardwood Plywood and Veneer Association

98. IAS - International Approval Services

99. IAPMO - International Association of Plumbing and Mechanical Officials

100. IBC - International Building Code

101. ICAC - Institute of Clean Air Companies

102. ICBO - International Conference of Building Officials

103. ICC - International Code Council, Inc.

104. ICEA - Insulated Cable Engineers Association

105. IEC - International Electrotechnical Council

106. IEEE - Institute of Electrical and Electronics Engineers

107. IES - Illuminating Engineering Society

108. IETF - Internet Engineering Task Force

109. IGCC - Insulating Glass Certification Council

110. ILI - Indiana Limestone Institute of America

111. IMI - International Masonry Institute

112. IMIAWC - International Masonry Institute All Wather Council

113. ISA – The Instrumentation, Systems, and Automation Society

114. ISO - International Standards Organization

115. ITU - International Telecommunications Union

116. KCMA - Kitchen Cabinet Manufacturers Association

117. LEED – U. S. Green Building Council

118. LPI - Lightning Protection Institute

119. MBMA - Metal Building Manufacturers Association

120. MFMA - Maple Flooring Manufacturers Association

121. MIA - Marble Institute of America

122. MMA - Monorail Manufacturer’s Association

123. MS - Military Standardization Documents

124. MSHA - Mine Safety and Health Administration

125. MSS - Manufacturer's Standardization Society of the Valve and Fittings Industry

126. NAA - National Arborist Association

127. NAAMM - National Association of Architectural Metal Manufacturers

128. NAAMM - North American Association of Mirror Manufacturers

129. NACE – NACE International

130. NAIMA - North American Insulation Manufacturers Association

131. NARA – U.S. National Archives and Records Administration

132. NASSCO - National Association of Sewer Service Companies

133. NBHA - National Builders Hardware Association

134. NBGQA - National Building Granite Quarries Association, Inc.

135. NBS - National Bureau of Standards

136. NCMA - National Concrete Masonry Association

137. NCTA - National Cable Television Association

138. NCRP - National…