ESBD_548206_1786399774365_SOL_EXH_F.8 SOW.pdf

IOD Facilities

Rev. 06-25

TEXAS DEPARTMENT OF PUBLIC SAFETY SCOPE OF WORK

The Texas Department of Public Safety (DPS) is requesting Bid Solicitations for a minor construction project. See the attached scope of work, drawings and specifications for more information.

Project Sierra Blanca DPS 908 W. El Paso Sierra Blanca, TX

Department of Public Safety Contract Monitor:

Michael Studebaker Project Manager DPS HQ, Austin Texas

PH: 512-424-2127 MO: 512-925-0777

michael.studebaker@dps.texas.gov

Department of Public Safety Site Contact:

Michael Studebaker Project Manager DPS HQ, Austin Texas

PH: 512-424-2127 MO: 512-925-0777

michael.studebaker@dps.texas.gov

NOTE: Building contacts will be identified to the bidders for the respective locations for site visits and future access.

Access times for each phase of construction must be scheduled ahead of actual work.

Table of Contents - Specification Sections

Section 01 11 00 Summary of Work / Scope of Work Section 01 74 00 Cleaning and Waste Management Section 02 41 19 Selective Demolition Section 08 14 16 Flush Wood Doors Section 08 71 00 Door Hardware Section 09 22 16 Non-Structural Metal Framing Section 09 29 00 Gypsum Board Section 09 51 13 Acoustical Panel Ceilings Section 09 65 13 Resilient Base and Accessories Section 09 65 19 Resilient Tile Floor Section 09 65 66 Resilient Athletic Surfacing Section 09 91 23 Interior Painting Section 09 91 24 Exterior Painting

Appendixes

Finishes Guide

DPS IOD Facilities

Spec Rev. 07-01-2025

1 01 11 00 Page

SECTION 01 11 00 – SUMMARY OF WORK - DEMOLITION AND CONSTRUCTION

SECTION 1.0 GENERAL

1.01 SCOPE OF WORK

This section outlines the scope of work included in the project. Refer to the appropriate drawings and specification sections for further information about installation, preparation methods and components to be provided. The contractor is responsible for including all means and methods necessary to complete this portion of the project. The contract Documents, otherwise referred to as drawings, shall serve as a part of this scope of work showing more detail on the intent of this project. The Contractor is responsible for including all means and methods necessary to complete this project. In general, the work includes, but is not limited to, the following items:

1. This list is generic in nature for major items and intended only to give an overview of general project scope.

2. Building B 1,120 sq feet

3. Existing Conditions

• Demo all existing VCT flooring approx. 1,000 sf.

• Demo existing shower bathroom.

• Demo existing toilet on bathroom.

• Demo existing sink on bathroom.

• Demo 2 existing exterior doors.

• Demo existing ceiling damages grid as needed.

• Demo exists rolling metal door.

• Demo 2 exists threshold.

• Cut and grind existing exposed anchor bolts at exterior concrete surface flush with slab.

4. Milll work and Cabinetry

• Install new kitchen base and upper cabinets (14 Approx.).

• Furnish and install all cabinet hardware- including handles 5.. Openings and Doors

• Install 2 new hollow metal doors will 8 X12 glass window Sargent brand and hollow metal frames., with hardware and dead bolt lock

• Install new insulated manual rolling door (no motor).

• Install new insulated manual rolling door (with motor). Include start stop button

6. Finishes

• Install new ceiling tile 2'x4' in all building approx. 122 pieces (976 SF Approx).

• Install new ceiling grid in damages areas as needed.

• Ceiling reconfiguration / demo existing ceiling for gym area (11'08" x 10'03").

• Install new LVT flooring for the kitchen and bathroom only (207 SF approx.)

• Paint the existing walls of the kitchen and bathroom (670 SF approx.).

• Paint and prime all the existing building CMU exterior sides (1,030 sf approx.) 1 coat of primer two of paint.

• New shower drywall partition in the bathroom to install Prefabricated fiberglass/acrylic alcove shower unit (3-piece shower surround).

• Preparation of existing concrete flooring located on gym area (800 SF approx.) after demo to be paint with gray anti-slip paint (two coats).

7. Plumbing

• Relocate existing water heater to bathroom.

• Provide new hot and cold domestic water lines (PEX-A piping system).

• 3/4" connection at water heater with reduction to 1/2" fixture branches.

• Provide and install new restroom lavatory.

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• Provide and install Cultured Marble Lavatory Sink / Vanity Top – 4" Center set – White

• Provide shower plumbing connections (valve, supply and drain connections).

• Provide and Install new Stainless Steel Kitchen Sink – Drop-In – 33" x 22" – Double Bowl

• Install shutoff valves at fixtures

• Reconnect to existing sanitary sewer system

• Provide necessary fittings, supports, and insulation for above-ceiling piping.

• Provide and Install 32" x 32" 3-wall shower surround kit with matching base (center drain), white finish.

• Reconnect water heater to domestic water system.

• Provide and install (1) 10–12-gallon 120V point-of-use electric water heater above ceiling to serve restroom lavatory and shower, provide drain pan and drain line, Provide T&P relief discharge piping, Provide new hot and cold connections.

• Provide and install (1) 2.5–4-gallon 120V under-sink point-of-use water heater to serve sink, provide cold water feed tee connection, Provide hot water connection to faucet.

8. HVAC

• Inspect existing HVAC unit operation.

• Four blank-off plates for 2 existing air diffusers located in the gym area.

• Install or reconnect restroom exhaust duct and termination

• Alternate 1:

• Provide and install new restroom exhaust fan.

9. Electrical

• Electrical inspection and troubleshooting of existing system

▪ Restore power to affected building areas.

▪ Install new LED lighting with flush metal fixtures

▪ Replace restroom exhaust fan if existing unit is non-operational

▪ Provide dedicated circuits and GFCI receptacles for two point-of-use water heaters Provide dedicated electrical circuits to power motorized rolling metal door operator.

10. All installations shall be installed by applicable codes.

11. Provide turnkey project as required for complete project.

1.02 QUALITY CONTROL

1. Contractor is responsible for properly disposing of all trash, or construction debris associated with this project. Removal shall not utilize DPS dumpster or equipment unless authorized by DPS.

2. DPS will identify an exterior staging area/ entry for use by the contractor. This temporary storage must be maintained in a neat orderly manner and restored to original condition upon completion.

3. Any container used as part of this contract is subject to inspection upon being located on DPS property.

4. Contractor shall efficiently schedule all work to ensure work will be done in as few calendar days as possible for optimum installation to meet the manufacturer’s warranty requirements. All work shall be continuous to ensure the facility impact is minimal with limited disruptions. Every effort shall be made to eliminate down time and get the DPS operations back in service as quickly and safely as possible. The exact dates will be coordinated once the bid award is made.

5. All work will be performed by qualified craft persons with a minimum of (3) three years of experience in the field. It shall be the contractor’s responsibility to provide only skilled qualified workers for this project.

6. The new work shall comply with the state and local codes and ordinances.

7. Attached contract drawings may include other trade work for reference and coordination.

1.03 PERFORMANCE REQUIREMENTS

1. The Work requirements of the Contract are summarized by reference to the Bidding Requirements, the

Contract forms, the Conditions of the Contract, the Specification, the Drawings, and Addenda and Contract Modifications, including, but not limited to, the printed matter referenced in these requirements. It is recognized that the Work is affected or influenced by governing regulations, natural phenomenon

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(including weather conditions), unforeseen conditions uncovered by the Work, and other forces outside of the Contract Documents.

2. All work shall be considered new unless otherwise indicated.

3. All workmanship and materials shall be of the best construction practice. Should a conflict arise between the specification requirements and those of the referenced publications, the better quality or more stringent requirement will prevail. Specification requirements that exceed the minimum requirements of the manufacturer shall be compiled with by the Contractor.

4. The Contractor shall check and verify all dimensions, notes, conditions in the installation area on site before any construction work is started. All discrepancies shall be reported to DPS in writing. No extra charge of compensation will be allowed on account of any difference between actual measurements and measurements or dimensions supplied by DPS, either verbally or in written form.

5. The Contractor shall assume full responsibility for the accuracy, fit and stability of all parts of the work.

6. All labor, materials and installations must comply with the codes, rules and regulations of local, state and federal authorities having jurisdiction. Any discrepancy which exists between the requirements by the plans, specifications, said codes, rules and regulations, shall be immediately brought to the attention of DPS Facilities Department, in writing for resolution.

7. Applicable publications: Publications listed herein form a part of this Specification to the extent referenced and are indicated in the text by basic designation only. Applicable publications referenced shall be those that were issued and in use at the time of the Bid Submission.

8. The Contractor shall provide all necessary protection of existing work and newly added work.

9. The Contractor shall be responsible for adequately bracing and protecting all work during construction against damage, breakage, collapse, distortion and misalignment according to applicable codes and standards.

10. Working hours will be between 7:00 am and 5:00 pm during the week and as approved during the weekend if necessary. DPS needs to be clean and ready for work as soon as work is complete. If additional time is necessary for the specified products, schedule must be coordinated with DPS before any work begins.

11. The Contractor shall repair and restore to its original condition all work and items damaged as a result of building operations and shall leave the work completed to the true intent of the drawings and specifications and to the satisfaction of DPS.

12. Any disturbance or damage to the existing building, site or utilities resulting from either directly or indirectly from the building operations shall be promptly repaired, restored or replaced to the satisfaction of DPS at no additional cost to DPS.

13. All materials and construction to be incorporated in the work shall be in strict accordance with the latest editions of IBC and shall conform to the standards and recommendations of the various trade institutes where applicable.

14. The Contractor shall coordinate the work of any and all Sub-Contractors and also coordinate with DPS on portions of the work done by DPS employees or sub-contractors.

15. Manufacturer's Instructions:

a. Require compliance with instructions in full detail, including each step in sequence. Do not omit preparatory steps or installation procedures unless specifically modified or exempted by the SOW.

b. Should instruction conflict with Contract Documents, request clarification from DPS Contact before proceeding.

16. Manufacturer's Certificates:

a. When required in individual specifications section, submit manufacturer's certificate, in duplicate, certifying that products meet or exceed specified requirements, executed by responsible officer.

1.04 PROJECT CONDITIONS

1. The building will be occupied and in use during construction, take necessary precautions to create as little disturbance or disruption to the building and its occupants as possible during work hours.

2. Supply, install, and maintain barriers, protection, warning lines, lighting, and personnel required to segregate the work area(s) from pedestrian or vehicular traffic, as well as to prevent damage to the

4 01 11 00 Page building, its occupants, and the surrounding landscaped and paved areas. The Contractor shall observe all applicable OSHA requirements.

3. Schedule and execute work without exposing the building interior to the effects of inclement weather.

Protect the building and its occupants against such risks and repair/replace work related damage to DPS’s satisfaction.

1.05 PRECONSTRUCTION CONFERENCE

1. A preconstruction conference may be held with DPS Staff as required, Contractor, and involved trades to discuss all aspects of the project. The Contractor's foreman or field representative will attend this conference.

2. DPS shall reserve the right to require an alternate superintendent and/or foreman.

3. Delivery of materials and commencement of construction shall not proceed until the preconstruction conference is held unless authorized by the DPS Contract Monitor.

4. Provide a line-item breakdown of construction labor and materials costs for each Specification Section included in these Contract Documents.

1.06 EMERGENCY RESPONSE

1. The Contractor shall provide DPS with after-hours (24 hour) emergency telephone numbers of the

Contractor’s superintendent and foreman.

2. The Contractor must respond to emergency situations or calls within two (2) hours.

1.07 SUBMITTALS UPON AWARDED CONTRACT

1. Provide:

a. Manufacturer’s technical data.

b. Application or installation instructions.

c. Substitution Request Form, if necessary.

2. Provide schedule of installation as part of this requirement.

3. Provide samples and manufacturer’s literature for all products used on this project.

4. Provide certificates signed by the manufacturer certifying that installers comply with specified requirements.

5. All bidders shall submit information of not less than three (3) projects of similar size and complexity to include:

a. Project name and location.

b. Products installed.

c. Date of completion.

d. Owner’s contact name and telephone number.

6. Provide maintenance data for O&M (Operations and Maintenance) Manuals.

7. Provide warranty information to be turned over to the Owner at Substantial Completion.

8. All submittals, samples and documentation required should be sent to DPS Contract Monitor.

1.08 SCHEDULING

1. All field work installations at the listed location shall be scheduled to facilitate continued facility usage as required by DPS.

2. Prior approval must be received from local DPS staff if scheduled project tasks may impact regular DPS facility operational schedule.

3. Proper coordination of all aspects of the work by the Contractor and any sub-trades is critical to ensure proper installation and performance of the work. The Contractor’s Construction Schedule shall clearly outline the coordination between job tasks of all involved disciplines. Subject to review and acceptance by the DPS, this Schedule will be strictly adhered to by the Contractor and sub-trades.

4. DPS shall review the Contractor’s Construction Schedule prior to the start of any work. After defining the location(s) of the work progress, DPS shall arrange to control occupancy in the building to the greatest extent possible. It shall be the responsibility of the Contractor to supply DPS with written notice, 72 hours in advance, if his work location(s) for a workday is different from the schedule. The Contractor shall update

5 01 11 00 Page his Construction Schedule weekly and submit a copy to DPS for review.

1.09 SPECIAL CONSIDERATIONS

1. Even if it is not anticipated, the contractor may be required to shut down operations during the project for an unforeseen State of Texas emergency. In this event, the contractor will be required to finish any open work, secure the site staging area, and evacuate his/her personnel as safely but as quickly as possible from the property. Notification to return to work will be issued as soon as possible from authorized DPS personnel.

2. Any Propane tanks, gas cylinders or other flammable/hazardous materials must be secured and stored in a safe industry acceptable manner when in use or when they are being stored for future use at this or any DPS facility. Storage locations and quantities are to be identified to the affected Building Manager for the duration of the contract.

3. Contractor vehicles used for transport of personnel or materials shall be locked with the emergency brake set and the ignition key removed when left unattended. Parking or storage must be located only in approved areas determined by the local building manager. DPS shall not be responsible for damage by others to Contractor personal vehicles left on the project site. Any vehicle or equipment without an ignition key starter shall be rendered inoperable if left overnight. Also, any Vehicle or large equipment with a common industrial type of ignition source shall be rendered inoperable if left overnight. Security and safety of tools or equipment shall be the responsibility of the contractor during work and after regular business hours. Items such as ladders must be removed and secured prohibiting unauthorized access to the facility.

4. The facility shall not be left open by removal of any building component without prior knowledge of the DPS Building Manager. All removed openings are to be left secure with new products at the end of each workday or reasonably secured with 3/4” plywood or industry standard plugs. Temporary fillers must be cut to size and screwed securely into the opening in the event new component material need to be altered if the first attempt fails to fit an opening.

5. Contractor will be required to provide operation demonstration to the identified staff for future maintenance needs along with other information on warranty, maintenance manuals or other related details. Warranty information is subject to approval by DPS Office of General Counsel. Counsel may advise as to the warranty details that are not in compliance to state law or must be changed not to violate agency policy.

1.10 DEFINITIONS

1. DPS: Texas Department of Public Safety = Owner.

2. Contractor: Primary party responsible for coordination of their own employees or their respective sub-contractor groups to complete the contract project to meet these specifications.

3. Installer/Applicator/Erector: Entity engaged by Construction Manager as an employee, Subcontractor, or

Sub- subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations.

4. DPS Contact/Contract Monitor: Owner’s primary representative for this project having authority to communicate project details and accept or deny final installation completion.

5. TDLR-TAS: Texas Department of Licensing and Regulation – Texas Accessibility Standards.

1.11 PREFERRED PRODUCTS

1. Pursuant to Texas Government Code 2155.444 and 2155.4441, when quality, availability, and price of materials are comparable, provide those produced within the following distances from the Project site (listed in order of preference): 1. Within the State of Texas and within 500 miles; 2. Within the State of Texas and greater than 500 miles; 3. Within the United States and within 500 miles; 4. Within the United States and greater than 500 miles; 5. Outside the United States and within 500 miles; 6. Outside the United States and greater than 500 miles.

1.12 CONTRACT METHOD

1. Project may be constructed under a single prime contract at the discretion of DPS.

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2. Contractor is mandated to make a scheduled site visit prior to sending in their bid proposal.

3. DPS reserves the right to reduce Scope of Work. In such cases, DPS will send out a revised Scope of

Work to bidders for a revised bid.

1.13 WARRANTY

1. Contractor shall furnish a single, written warranty covering 100% of the new material and labor costs protecting the owner, for a period of one (1) year from date of Substantial Completion.

2. In the event of component damage from the use of incompatible materials, or during installation any accident, mishandling, improper transportation methods or negligence on part of the Contractor or Sub- Contractor forces, the Primary Contractor shall be responsible for replacement at no cost the DPS.

3. Refer to specific sections of the specification for systems and product warranty requirements. Verify with Manufacturer of proposed systems and products that specified warranty requirements are acceptable, without exception, prior to selecting materials for use on this project.

4. Submit a full Contractor's Guarantee of the Work to be free from defect in materials and workmanship upon Substantial Completion, and prior to final payment. This Guarantee shall be for a period of one (1) year from the date of Substantial Completion and shall be signed by the Principal of the Contractor’s firm and sealed if a corporation.

5. If requested by DPS, submit a letter from the manufacturer acknowledging that completed Work is acceptable and that warranty remains in effect.

1.14 FINAL INSPECTION AND PAYMENT

1. Inspections: DPS will conduct inspections of the project to verify work is in general compliance with the project intent, Contract Documents, and specifications prior to issuing payments to the Contractor. Inspections will be done by DPS Contract Monitor or designated representative and may be conducted at any time, prior to payments and at a minimum prior to any payments to the Contractor.

2. Final Inspection: The Contractor and the DPS Contract Monitor or designated representative shall provide a comprehensive final inspection after completion of the project. All application errors shall be addressed and final punch list items completed prior to rendering any final payments.

3. Prior to DPS final acceptance of the project and completion of receiving reports for applications for payment, the contractor shall return all security badges, issued to the contractor and sub-contractors for access to DPS facilities, to the Contract Monitor.

1.15 PERMITS

1. The Contractor will obtain and pay for any and all permits required to perform the work.

1.16 PRE-JOB DAMAGE SURVEY OF FACILITY

1. Perform a thorough pre-job survey of property and all affected and adjacent areas of the building with DPS prior to starting the work in order to document existing damage. Damaged items identified during the survey will not be the responsibility of Contractor unless further damaged by the Contractor during execution of the project.

2. Documentation recorded during this meeting (pictures and videos) will be sent to DPS in order to review at the end of the project. It is the responsibility of the contractor to provide this documentation.

PART 2- PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.0 EXAMINATION

1. Contractor shall check and verify all dimensions, notes, conditions and location of existing poles, cables or equipment in the installation area on site before any construction work starts. All discrepancies shall be reported to DPS Contact. No extra charge of compensation will be allowed on account of any difference between actual measurements and measurements or dimensions supplied by DPS, either verbally or in

7 01 11 00 Page written form.

2. Examine substrates and conditions under which Work is to be performed. Do not commence work over unsatisfactory conditions detrimental to proper and timely execution of Work.

3. Do not proceed with Work until unsatisfactory conditions have been corrected.

4. Commencement of installation constitutes acceptance of conditions and cost of any corrective measures are the responsibility of the Contractor.

5. The Contractor is responsible for notifying the DPS Contact should there be a discovery of asbestos during the demolition process. In such cases, Work will cease until there is a resolution and permission from DPS Contract Monitor to commence work.

6. Ensure preparatory works are correctly done prior to main work.

END OF SUMMARY OF WORK

ECTION 01 74 00 – CLEANING AND WASTE MANAGEMENT

PART 1 – -- Special Provisions

1.1 Qualification of the HVAC System Cleaning Contractor

A. Membership The HVAC system cleaning contractor shall be a member in good standing of the National Air Duct Cleaners Association (NADCA), or shall maintain membership in a nationally recognized non-profit industry organization dedicated to the cleaning of HVAC systems.

B. Certification The HVAC system cleaning contractor shall have a minimum of one (1) Air System Cleaning Specialist (ASCS) certified by NADCA on a full time basis, or shall have staff certified by a nationally recognized certification program and organization dedicated to the cleaning of HVAC systems.

C. Supervisor Qualifications A person certified as an ASCS by NADCA, or maintaining an equivalent certification by a nationally recognized program and organization, shall be responsible for the total work herein specified.

D. Experience The HVAC system cleaning contractor shall submit records of experience in the field of HVAC system cleaning as requested by the owner. Bids shall only be considered from firms which are regularly engaged in HVAC system maintenance with an emphasis on HVAC system cleaning and restoration.

JUNE 01, 2016 TXDPS Facilities Bureau

Spec Rev. 06-2016

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E. Licensing The HVAC system cleaning contractor shall provide proof of maintaining the proper license(s), if any, as required to perform work in this state. The HVAC system cleaning contractor shall comply with all federal, state, provincial, local, and/or Authorities Having Jurisdiction rules, regulations, and licensing requirements.

1.2 Standards

A. NADCA Standard ACR The HVAC system cleaning contractor shall perform the services specified here in accordance with the current published NADCA Standard ACR.

1. All terms in this specification shall have their meaning defined as stated in NADCA Standard ACR.

2. NADCA Standard ACR must be followed with no modifications or deviations being allowed.

PART 2 – PRODUCTS

2.1 CLEANING MATERIALS

A. Use materials which will not create hazards to health or property, and which will not damage surfaces.

B. Use only materials and methods recommended by manufacturer of material being cleaned.

PART 3 – EXECUTION

3.1 CLEANING

A. In addition to removal of debris and cleaning specified in other sections, clean exposed-to-view surfaces.

B. Remove waste, foreign matter, and debris from access ways.

C. Maintain cleaning until Final Completion.

D. Final Cleaning: In addition to cleaning during construction, prior to Substantial Completion provide the following:

1. Remove temporary protection and labels not required to remain.

2. Remove waste, debris, and surplus materials from site daily. Clean grounds; remove stains, spills, and foreign substances from paved areas and sweep clean. Rake clean other exterior surfaces.

END OF SECTION

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SECTION 02 41 19 - SELECTIVE DEMOLITION

PART 1 – GENERAL

1.1 SUMMARY

A. Section Includes:

1. Demolishing designated building equipment and fixtures.

2. Demolishing designated construction.

3. Cutting and alterations for completion of the Work.

4. Removing designated items for reuse and Owner’s retention.

5. Protecting items designated to remain.

6. Removing demolished materials.

1.2 SUBMITTALS

A. Requirements for submittals. As specified.

B. Demolition Schedule: Indicate overall schedule and interruptions required for utility and building services.

1.3 CLOSEOUT SUBMITTALS

A. Requirements for submittals. As specified.

B. Project Record Documents: Accurately record actual locations of capped utilities, concealed utilities discovered during demolition, and subsurface obstructions.

C. Operation and Maintenance Data: Submit description of system, inspection data, and parts lists.

1.4 QUALITY ASSURANCE

A. Conform to applicable code for demolition work, dust control, products requiring electrical disconnection and re-connection.

B. Conform to applicable code for procedures when hazardous or contaminated materials are discovered.

C. Obtain required permits from authorities having jurisdiction.

1.5 PRE-INSTALLATION MEETINGS

A. Project Meetings: Pre-installation meeting. As specified.

B. Convene minimum one week prior to commencing work of this section.

1.6 SEQUENCING

A. Summary of Work: Requirements for sequencing. As specified.

B. Sequence activities in the following order and stages.

1. Coordinate with the Owner and Architect order of work.

1.7 SCHEDULING

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A. Schedule Work to coincide with hazardous materials and other trades on site.

B. Cooperate with Owner in scheduling noisy operations and waste removal that may impact Owners operation and in adjoining spaces.

C. Coordinate utility and building service interruptions with Owner.

1. Do not disable or disrupt building fire or life safety systems without seven days prior written notice to Owner.

2. Schedule tie-ins to existing systems to minimize disruption.

1.8 PROJECT CONDITIONS

A. Conduct demolition to minimize interference with adjacent and occupied building areas.

B. Cease operations immediately if structure appears to be in danger and notify Architect/Engineer. Do not resume operations until directed.

C. Notify Architect upon discovery of unknown hazardous materials.

D. Refer to Asbestos and Lead Abatement Specifications for known hazardous materials.

E. TXDPS assumes no responsibility for actual condition of items to be removed.

Note: Conditions existing at time of commencement of contract will be maintained by TXDPS in so far as practicable. However, variations may occur due to TXDPS’s operations prior to start of selective demolition work.

F. Provide temporary barricades and other forms of protection as required to:

1. Protect TXDPS’s personnel and general public from injury due to selective demolition work.

2. Provide protective measures as required to provide free and safe passage of the TXDPS’s personnel and general public to and from occupied portions on site.

3. Erect temporary covered passageways as required by authorities having jurisdiction.

4. Protect from damage existing work that is to remain in place and becomes exposed during demolition operations.

5. Protect surfaces with suitable coverings when necessary.

6. Remove protection at completion of work.

G. Promptly repair damages caused to adjacent facilities by demolition work at no cost to TXDPS.

H. Conduct selective demolition operations and debris removal in a manner to ensure minimum interference with roads, streets, walks, and other adjacent occupied or used facilities.

I. Maintain existing utilities unless indicated to be removed, keep in service, and protect against damage during demolition operations.

Note: Do not interrupt existing utilities, except when authorized in writing by authorities having jurisdiction. Provide temporary services during interruption to existing utilities, as acceptable to governing authorities.

PART 2 – PRODUCTS - Not applicable.

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3.1 PREPARATION

A. Notify affected utility companies before starting work and comply with their requirements.

B. Mark location and termination of utilities.

C. Erect, and maintain temporary barriers and security devices, including warning signs and lights, and similar measures, for protection of the public, Owner, and existing improvements indicated to remain.

D. Erect and maintain weatherproof closures for exterior openings.

E. Erect and maintain temporary partitions to prevent spread of dust, odors, and noise to permit continued

Owner occupancy.

F. Prevent movement of structure; provide temporary bracing and shoring required to ensure safety of existing structure.

G. Provide appropriate temporary signage including signage for exit or building egress.

H. Do not close or obstruct building egress path.

3.2 SALVAGE REQUIREMENTS

A. Coordinate with Owner to identify building components and equipment required to be removed and delivered to Owner.

B. Tag components and equipment Owner designates for salvage.

C. Protect designated salvage items from demolition operations until items can be removed.

D. Carefully remove building components and equipment indicated to be salvaged.

E. Disassemble as required to permit removal from building.

F. Package small and loose parts to avoid loss.

G. Mark equipment and packaged parts to permit identification and consolidation of components of each salvaged item.

H. Prepare assembly instructions consistent with disassembled parts. Package assembly instructions in protective envelope and securely attach to each disassembled salvaged item.

I. Deliver salvaged items to Owner. Obtain signed receipt from Owner.

3.3 DEMOLITION

A. Conduct demolition to minimize interference with adjacent and occupied building areas.

B. Maintain protected egress from and access to adjacent existing buildings at all times.

C. Do not close or obstruct roadways or sidewalks without permits.

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D. Cease operations immediately when structure appears to be in danger and notify TXDPS.

E. Disconnect and remove selected utilities within demolition areas.

F. Cap and identify abandoned utilities at termination points when utility is not completely removed.

G. Annotate Record Drawings indicating location and type of service for capped utilities remaining after demolition.

H. Demolish in orderly and careful manner. Protect existing improvements, supporting structural members.

I. Carefully remove building components indicated to be reused.

1. Disassemble components as required to permit removal.

2. Package small and loose parts to avoid loss.

3. Mark components and packaged parts to permit reinstallation.

4. Store components, protected from construction operations, until reinstalled.

J. Remove demolished materials from site except where specifically noted otherwise. Do not burn or bury materials on site.

K. Remove materials as Work progresses. Upon completion of Work, leave areas in clean condition.

L. Remove temporary Work.

JUNE 13, 2016 TXDPS Facilities Bureau

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SECTION 08 11 13 – HOLLOW METAL DOORS

1.1 RELATED DOCUMENTS

A. Provisions established in the General Requirements of the Scope of Work.

1.2 SECTION INCLUDES

A. Fire rated and non-rated rolled steel flush doors, frames and associated glazing.

1.3 QUALITY ASSURANCE

A. Conform to requirements of SDI-100.

B. Manufacturer: Company specializing in manufacturing the Products specified in this section with minimum ten years of experience.

C. Installed frame and door assembly to conform to UL 10C for fire rated class indicated or scheduled.

1.4 SUBMITTALS

A. Submit shop drawings, and manufacturer's installation instructions.

B. Indicate frame configuration, anchor types and spacing, location of cutouts for hardware, reinforcement, and finish.

C. Indicate door elevations, internal reinforcement, closure method, and cut outs for glazing.

D. Manufacturer's Installation Instructions: Indicate special installation instructions.

E. Submit manufacturer’s product literature.

1.5 DELIVERY, STORAGE AND PROTECTION

A. Protect products under provisions of specification section 01 65 00 – PRODUCT DELIVERY

REQUIREMENTS.

B. Accept doors on site in manufacturer's packaging. Inspect for damage.

C. Break seal on-site to permit ventilation.

1.6 FIELD MEASUREMENTS

A. Verify that field measurements are as indicated on shop drawings.

1.7 COORDINATION

A. Coordinate the work with door opening construction, door frame and door hardware installation.

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2.1 ACCEPTABLE MANUFACTURERS - DOORS AND WELDED UNIT FRAMES

A. Amweld Building Products, LLC.

B. Benchmark; a division of Therma-Tru Corporation.

C. Ceco Door Products; an Assa Abloy Group company.

D. Curries Company; an Assa Abloy Group company.

E. Steelcraft; an Ingersoll-Rand company.

F. Submit equal for approval.

2.2 DOORS AND FRAMES

A. Exterior Doors: SDI-100 Grade III – Heavy Duty, Model 2 - Seamless, flush panel insulated, 16 gage, galvanized with rain cap

B. Interior Doors: SDI-100 Grade II – Heavy Duty Model 2 - Seamless, 18 gage, flush panel doors.

C. Door Frames - Exterior: 14 gage, welded, galvanized

D. Door Frames - Interior (fire rated): 16 gage welded.

2.3 DOOR CORE

A. Core Types

1. Fire Rated Doors: Mineral fiberboard.

2. Non-Rated Doors: Manufacturer's standard kraft-paper honeycomb, polystyrene, polyurethane, mineral-board, or vertical steel-stiffener core that produces doors complying with ANSI A250.8.

B. Provide fire-rated cores as scheduled and as required meeting all applicable codes, whether or not called for on Drawings.

2.4 ACCESSORIES

A. Rubber Silencers: Resilient rubber.

B. Glazing Stops: Rolled steel channel shape, mitered corners; prepared for countersink style tamperproof screws.

C. Anchors: Three per jamb, typically, of type to suit supportive construction.

2.5 FABRICATION

A. Fabricate frames as welded unit. Grind welds smooth prior to delivery.

B. Fabricate frames and doors with hardware reinforcement plates (for locks, closers, and other items attached to doors and frames) welded in place. Provide mortar guard boxes.

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C. Reinforce frames wider than 48 inches with roll formed steel channels fitted tightly into frame head, flush with top.

D. Prepare frame for silencers. Provide three single rubber silencers for single doors on strike side, and two single silencers on frame head at double doors without mullions.

E. Attach fire rated label to each fire-rated frame and door unit.

F. Close top edge of exterior door flush with inverted steel channel closure. Seal joints watertight.

2.6 FINISH

A. Manufacturer's standard baked-on primer.

B. Color “Dark Bronze”. Contractor to submit color samples for approval prior to order of unit.

3.1 EXAMINATION

A. Verify that opening sizes and tolerances are acceptable.

B. Verify surfaces and conditions are ready to receive work of this section. Notify Architect of any existing conditions which will adversely affect execution. Beginning of execution will constitute acceptance of existing conditions.

3.2 INSTALLATION

A. Install frames in accordance with SDI-105 and reference U.L. publication.

B. Install doors in accordance with DHI and reference U.L. publication.

C. Coordinate with adjacent construction for anchor placement.

D. Coordinate and provide for installation of glass and glazing as indicated on Drawings and required by code.

E. Install roll formed steel reinforcement channels between two abutting frames. Anchor to structure and floor.

F. Set frames plumb, level, and true alignment, securely fastened to the floor and adjoining walls.

G. Install doors accurately in frames, maintaining specified clearances.

3.3 TOLERANCES

A. Maximum Diagonal Distortion: 1/8 inch measured with straight edge, corner to corner.

3.4 ADJUSTING AND CLEANING

A. Adjust hardware and door movement for smooth, quiet and balanced door movement.

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1 08 14 16 Page

SECTION 08 15 16 – FLUSH WOOD DOORS

1.1 SUMMARY

1. Solid-core doors with wood-veneer faces.

2. Factory finished flush wood doors.

3. Factory fitting flush wood doors to frames and factory machining for hardware.

1.3 QUALITY ASSURANCE

A. Source Limitations: Obtain flush wood doors through one source from a single manufacturer.

B. Quality Standard: Comply with AWI's "Architectural Woodwork Quality Standards Illustrated," Premium

Grade.

C. Fire-Rated Wood Doors: Doors complying with NFPA 80 that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire ratings indicated, based on testing according to NFPA 252.

1. Test Pressure: After 5 minutes into the test, the neutral pressure level in furnace shall be established at 40 inches(1000 mm) or less above the sill.

2. Oversize, Fire-Rated Wood Doors: For door assemblies exceeding sizes of tested assemblies, provide oversize fire door label or certificate of inspection, from a testing and inspecting agency acceptable to authorities having jurisdiction, stating that doors comply with requirements of design, materials, and construction.

3. Temperature-Rise Rating: At exit enclosures, provide doors that have a temperature rise rating of 450 deg F(250 deg C) maximum in 30 minutes of fire exposure.

4. Positive Pressure Testing: Comply with UL#10C.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Comply with requirements of referenced standard and manufacturer's written instructions.

B. Package doors individually in cardboard cartons and wrap bundles of doors in plastic sheeting.

C. Mark each door on top and bottom rail with opening number used on Shop Drawings.

1.5 PROJECT CONDITIONS

A. Environmental Limitations: Do not deliver or install doors until building is enclosed, wet work is complete, and HVAC system is operating and will maintain temperature and relative humidity at occupancy levels during the remainder of the construction period.

1.6 WARRANTY

A. Special Warranty: Manufacturer's standard form, signed by manufacturer, Installer, and Contractor, in which manufacturer agrees to repair or replace doors that are defective in materials, veneer quality or workmanship, have warped (bow, cup, or twist) more than ¼ inch(6.4 mm) in a 42-by-84-inch(1067-by- 2134-mm) section, or show telegraphing of core construction in face veneers exceeding 0.01 inch in a 3-inch(0.25 mm in a 75-mm) span.

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1. Warranty shall also include installation and finishing that may be required due to repair or replacement of defective doors.

2. Warranty shall be in effect during the following period of time from date of Substantial Completion:

a. Solid-Core Interior Doors: Life of installation.

2.1 MANUFACTURERS

A. Acceptable Manufacturers:

1. Algoma Hardwoods Inc.

2. Eggers Industries; Architectural Door Division.

3. GRAHAM Manufacturing Corp.

4. VT Industries Inc.

5. Submit equal for approval.

2.2 DOOR CONSTRUCTION, GENERAL

A. Doors for Transparent Finish:

1. Grade: Premium Grade, AWI certified, with Grade A faces.

2. Species and Cut: Select to match existing doors.

3. Assembly of Veneer Leaves on Door Faces: Balance match.

4. Pair and Set Match: Provide for doors hung in same opening or separated only by mullions.

5. Room Match: Match door faces within each separate room or area of building. Corridor door faces do not need to match where they are separated by 20 feet (6 m) or more.

6. Stiles: Applied wood-veneer edges of same species as faces and covering edges of faces.

B. Color: Wilson Art “Huntington Maple” 7929-38.

C. Temper glass side lite, location and size per drawing.

2.3 SOLID-CORE DOORS

A. Particleboard Cores: Comply with the following requirements:

1. Particleboard: ANSI A208.1, Grade LD-2.

2. Provide doors with glued-block cores instead of particleboard cores at locations where exit devices are indicated.

B. Interior Veneer-Faced Doors:

1. Core: Particleboard.

2. Construction: Seven plies with stiles and rails bonded to core, and then entire unit abrasive planed before veneering.

C. Fire-Rated Doors:

1. Construction: Construction and core specified above for type of face indicated or manufacturer's standard mineral-core construction as needed to provide fire rating indicated.

2. Blocking: For mineral-core doors, provide composite blocking with improved screw holding capability approved for use in doors of fire ratings indicated as follows:

a. 5-inch (125-mm) top-rail blocking.

b. 5-inch(125-mm) bottom-rail blocking, in doors indicated to have protection plates.

c. 5-inch (125-mm) mid-rail blocking, in doors indicated to have armor plates.

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d. 5-inch(125-mm) mid-rail blocking, in doors indicated to have exit devices.

3. Edge Construction: Provide edge construction with intumescent seals concealed by outer stile matching face veneer, and laminated backing at hinge stiles for improved screw-holding capability and split resistance.

4. Pairs: Provide fire-rated pairs with fire-retardant stiles matching face veneer that are labeled and listed for kinds of applications indicated without formed-steel edges and astragals. Provide stiles with concealed intumescent seals.

D. Fire Astragals: Provide as required at all pairs of fire-rated doors whether or not called for on Drawings.

Confirm profiles with Architect prior to fabrication.

2.4 FABRICATION

A. Factory fit doors to suit frame-opening sizes indicated, with the following uniform clearances and bevels, unless otherwise indicated:

1. Comply with clearance requirements of referenced quality standard for fitting. Comply with requirements in NFPA 80 for fire-rated doors.

2. Coordinate measurements of hardware mortises in metal frames to verify dimensions and alignment before factory machining.

2.5 FACTORY FINISHING

A. General: Comply with AWI's "Architectural Woodwork Quality Standards Illustrated" for factory finishing.

B. Finish doors at factory.

C. Transparent Finish:

1. Grade: AWI Certified Premium Grade.

2. Finish: AWI System TR-3 Water-based acrylic lacquer.

3. Staining and Sheen: Stain as selected by Architect.

A. Examine doors and installed door frames before hanging doors.

1. Verify that frames comply with indicated requirements for type, size, location, and swing characteristics and have been installed with level heads and plumb jambs.

2. Reject doors with defects.

3. Verify AWI Premium Grade quality has been received.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

A. Hardware: For installation, see specification section 08 71 00 – DOOR HARDWARE.

B. Manufacturer's Written Instructions: Install doors to comply with manufacturer's written instructions, referenced quality standard, and as indicated.

1. Install fire-rated doors in corresponding fire-rated frames according to NFPA 80.

C. Factory-Fitted Doors: Align in frames for uniform clearance at each edge.

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D. Factory-Finished Doors: Restore finish before installation if fitting or machining is required at Project site.

3.3 ADJUSTING

A. Operation: Re-hang or replace doors that do not swing or operate freely.

B. Finished Doors: Replace doors that are damaged or do not comply with AWI Premium Grade requirements. Doors may be repaired or refinished if work complies with requirements and shows no evidence of repair or refinishing.

DPS Facilities Bureau

1 08 71 00 Page

SECTION 08 71 00 – DOOR HARDWARE

1.1 SECTION INCLUDES

A. Finish hardware for doors as specified and as listed in "Hardware Groups" and required by actual conditions.

1. Include screws, special screws, bolts, special bolts, expansion shields, and other devices for proper application of hardware.

1.2 STANDARDS

A. References specified in this section subject to compliance as directed:

1. NFPA-80-1999 - Standard for Fire Doors and Windows

2. NFPA-101-2003 - Life Safety Code

3. IBC 2006 – International Building Code

4. ADA - The Americans with Disabilities Act - Title III-Public Accommodations

5. ANSI-A117.1-American National Standards Institute - Accessible and Usable Bldgs and Facilities

6. ANSI-A156.5-American National Standards Institute - Auxiliary Locks and Associated Products

7. UFAS - Uniform Federal Accessibility Standards

8. UL - Underwriter's Laboratories, including UL-10B and UL-10C for Positive Pressure

9. WHI - Warnock Hersey International Division of Inchcape Testing Services

10. State and local codes including authority having jurisdiction

11. Applicable FEMA codes.

1. 3 GENERAL REQUIREMENTS

A. Provide items, articles, materials, operations and methods listed, mentioned or scheduled herein or on drawings, in quantities as required to complete project. Provide hardware that functions properly. Prior to furnishing hardware, advise Architect of items that will not operate properly, are improper for conditions, or will not remain permanently anchored.

1.4 QUALITY ASSURANCE

A. Manufacturer: Obtain each type of hardware (ie. latch and locksets, hinges, closers) from single manufacturer, although several may be indicated as offering products complying with requirements.

B. Regulatory Label Requirements: Provide nationally recognized testing agency label or stamp on hardware for labeled openings. Where UL requirements conflict with drawings or specifications, hardware conforming to UL requirements shall be provided. Conflicts and proposed substitutions shall be clearly indicated in hardware schedule.

1.5 DELIVERY, STORAGE AND HANDLING

A. Deliver hardware to jobsite in manufacturer's original packaging, marked to correspond with approved hardware schedule. Do not deliver hardware until suitable locked storage space is available. Check hardware against reviewed hardware schedule. Store hardware to protect against loss, theft or damage.

1.6 WARRANTY

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A. Guarantee workmanship and material provided against defective manufacture. Repair or replace defective workmanship and material appearing within period of one year after

B. Substantial Completion.

1. Provide ten year factory warranty on door closer body against defects in material and workmanship from date of occupancy of Project.

C. Replace shortages and incorrect items with correct material at no additional cost to Owner.

D. At completion of project, qualified factory representative shall inspect closer installations. After this inspection, letter shall be sent to Architect reporting on conditions, verifying that closers have been properly installed and adjusted.

2.1 BUTTS AND HINGES

A. Acceptable Manufacturers and Types:

Type McKinney Hager Stanley

Type 1 T4A3795 BB1262 FBB268 Type 2 TA2714 BB1279 FBB179

Type 3 TA2314 BB1191 FBB191 Type 4 T4A3786 BB1168 FBB168

B. Application:

1. Exterior in swinging doors and vestibule doors Type 4

2. Interior doors with closers Type 2 or 4

3. Interior doors over 36 inches wide Type 4

4. Interior doors 36 inches or less without closer Type 2

5. Provide NRP (non-removable pins) at out-swinging lockable doors.

C. Size:

1. 2-1/4 inch Doors 5 inch by 5 inch

2. 1-3/4 inch Doors 4-1/2 inch by 4-1/2 inch

3. 1-3/8 inch Doors 3-1/3 inch by 3-1/2 inch

D. Quantity:

1. 2 - hinges per leaf for openings through 60 inches high.

2. 1 - additional hinge per leaf for each additional 30 inches in height or fraction thereof.

3. 4 - Dutch doors up to 90 inches in height.

4. Drill 5/32 inch hole and use No. 12, 1-1/4 inch steel threaded to the head wood screws for hinges on wood doors.

5. Hinges not clarified in Hardware Sets shall adhere to above requirements.

2.2 CONTINUOUS GEARED HINGES

A. Acceptable manufacturers:

McKinney…