ESBD_379061_1728930636205_SOL_EXH_F.8_Statement of Work_24R0023025.pdf

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 Orange DPS 771 S Hwy 87 Orange, 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 91 23 Interior Painting

Appendixes

DLD Finishes Guide DLD Finishes Orange-1 Orange New Floor Plan Orange Original Floor Plan Split system systems

Statement of Work Exhibit 24R0023025 mailto:michael.studebaker@dps.texas.gov mailto:michael.studebaker@dps.texas.gov

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, will 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. Remove all existing counters.

3. Removal and disposal of existing flooring and base in all areas

4. Supply and install minor floor patch.

5. Supply and install new ceramic tile- American Olen Waterwood – Classic Oak WD17 in areas indicated on floor plan.

6. Supply and install new luxury vinyl tile-LVT- Atwell Mill 148, or equivalent in areas indicated on floor plan.

7. Supply and install new resilient wall base- Roppe 4” Coved #110 or equivalent in all halls.

8. Supply and install new resilient transitions/ reducers.

9. Any door stop that is removed or damaged during installation must be replaced with equivalent.

10. Any door that does not have sufficient clearance must be removed, cut, and reinstalled to allow for proper operation of the door.

11. Remove existing counter.

12. Remove existing electrical wiring from counters.

13. Use existing electrical circuits to connect new cubicle furniture.

14. Install electrical outlets on each wall within 6-foot length of each wall space.

15. Switch all lights on common switch in each room.

16. Inspect all light fixtures, replace lamps that are not consistent with other fixtures. Repair non-functioning fixtures with

LED replacement

17. Install exit lights at exterior doors and or repair existing.

18. Replace all existing receptacles and switches with new components, all must be white in color.

19. Remove existing walls and doors/ hardware Reuse if in good condition.

20. Modify ceiling as needed.

21. Replace damaged and stained ceiling tiles. Allow for 3 boxes of tile. Match existing tile.

22. Remove existing vinyl wall covering, repair holes in walls as required and prep all walls for paint finish.

23. All walls must have a level 5 finish minimum with orange peel texture.

24. Prep and paint walls included in the scope of work. Color to be SW 7567 Natural Tan semi-gloss. Accent wall opposite door to be SW 7548 Portico semi-gloss.

25. All exterior steel doors and frames to be painted, inside and outside. Match wall base color

26. Furnish and install plastic laminate wainscot with associated cap (chair rail) . Wainscot to be 36” above finished floor with ¼ ‘’ Masonite backing and gave a wood profile finished cap strip- stain color TBD.

27. Install new miniblinds where needed.

28. All interior doors need to be of same color and style. Replace as needed.

29. Data cabling to be installed by DPS vendor.

30. Ensure AC grilles are clean and paint or replace if needed.

31. All rooms must have AC grilles and return air vents ducted to existing HVAC system. Install as needed.

32. Take traverse measurements on both the supply and return ductwork of verifying the units are moving the required amount of air. The contractor will measure all supply and return outlets and set the airflow rate

33. Install 4X4 fire resistant plywood in IT closet

34. Furnish and install Split system in IT closet,

35. Provide needed electrical requirements for IT rack

36. Install shelving in custodial closet and office closet.

37. Install cypher lock on employee restroom.

38. Install lock on restroom to indicate occupied.

39. Replace existing water fountain with bottle fill capabilities.

40. Repair front storefront door seals

41. Install new wood lower and upper cabinets in break room.

42. Lower cabinets to have drawers and doors with hardware. Length TBD

43. Upper cabinets to have doors with hardware and shelves. Length TBD

44. Install sink and faucet in breakroom counter.

45. Install solid surface countertop.

46. Provide thorough sanitary clean of both bathrooms. All surfaces

47. Provide turnkey project as indicated on the drawings and as required for complete project.

Add Alternate – Propose all listed items as one estimate

1. Provide and install new plumbing fixtures, finishes, accessories etc.

2. Faucet - Moen 8210F05

3. Sink – American Standard 0355012.020

4. Stops – Brass craft G2R17X-C

5. Wall Mount Toilet – American Standard 3351101.020

6. Flushometer – Sloan 3080053

7. Toilet seats – Bemis

8. Floor Mount Toilet – American Standard 3461001.020

9. Flushometer – Sloan 3080053

10. Toilet seats – Bemis

11. Urinal Toilet – American Standard 6590503.020

12. Flushometer – Sloan 186 Regal

13. Repair plumbing and mechanical in restrooms as needed to ensure proper functioning of plumbing fixtures.

All plumbing connections to be replaced to incoming water and sewer piping in walls.

14. Removal and disposal of existing flooring and base in all bathrooms ……

15. Supply and install minor floor patch.

16. Supply and install grout- TBD all bathrooms ¼” spacing.

17. Supply and install wall tile in bathrooms to replace existing wall tile- TBD- with bull nose, no raw tile corners, use

Schluter corners Rondec for outside corners. Install with 1/3 offset pattern. Floor to ceiling install.

18. Demolish and remove all wall material down to studs for access to and interior wall plumbing connections and pipe.

19. Replace damaged walls and sheetrock. Replace with moisture resistant sheetrock.

20. Tape and float all new sheetrock.

21. Remove and dispose of existing partitions.

22. Replace mirrors if damaged.

23. Install ADA railings.

24. Install new bathroom accessories.

25. Install hand dryers.

1.02 QUALITY CONTROL

1. Contractor is responsible for properly disposing of all trash, or construction debris associated with this project. Removal must 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 must 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 must be continuous to ensure the facility impact is minimal with limited disruptions. Every effort must 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 must be the contractor’s responsibility to provide only skilled qualified workers for this project.

6. The new work must 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 (including weather conditions), unforeseen conditions uncovered by the Work, and other forces outside of the Contract Documents.

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

3. All workmanship and materials must 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 must be compiled with by the Contractor.

4. The Contractor must check and verify all dimensions, notes, conditions in the installation area on site before any construction work is started. All discrepancies must 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 must 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, must 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 must be those that were issued and in use at the time of the Bid Submission.

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

9. The Contractor must 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 must repair and restore to its original condition all work and items damaged as a result of building operations and must 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 must 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 must be in strict accordance with the latest editions of IBC and must conform to the standards and recommendations of the various trade institutes where applicable.

14. The Contractor must 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 building, its occupants, and the surrounding landscaped and paved areas. The Contractor must 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 will reserve the right to require an alternate superintendent and/or foreman.

3. Delivery of materials and commencement of construction must 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 must 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 must 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 must 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 must 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 will review the Contractor’s Construction Schedule prior to the start of any work. After defining the location(s) of the work progress, DPS will arrange to control occupancy in the building to the greatest extent possible. It must 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 must update 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 must 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 will 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 must be rendered inoperable if left overnight.

Also, any Vehicle or large equipment with a common industrial type of ignition source must be rendered inoperable if left overnight.

Security and safety of tools or equipment must 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 must 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 work day 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.

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 must furnish a single, written warranty covering 100% of the new material and labor costs protecting the owner, for a period of one (1) years 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 must 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 must be for a period of one (1) years from the date of Substantial Completion, and must be signed by a 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 must provide a comprehensive final inspection after completion of the project. All application errors must 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 must 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 must 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 must 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 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 must be a member in good standing of the National Air Duct Cleaners Association (NADCA), or must maintain membership in a nationally recognized non-profit industry organization dedicated to the cleaning of HVAC systems.

B. Certification The HVAC system cleaning contractor must have a minimum of one (1) Air System Cleaning Specialist (ASCS) certified by NADCA on a full time basis, or must 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, must be responsible for the total work herein specified.

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

E. Licensing The HVAC system cleaning contractor must provide proof of maintaining the proper license(s), if any, as required to perform work in this state. The HVAC system cleaning contractor must 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 must perform the services specified here in accordance with the current published NADCA Standard ACR.

1. All terms in this specification must 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

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

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.

PART 3 – EXECUTION

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.

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.

SECTION 08 15 16 – FLUSH WOOD DOORS

1.1 SUMMARY

A. Section Includes:

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 must 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.

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

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

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

PART 2 – PRODUCTS

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.

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.

PART 3 – EXECUTION

3.1 EXAMINATION

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.

3.2 INSTALLATION

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.

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.

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 must be provided. Conflicts and proposed substitutions must 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.

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 must inspect closer installations. After this inspection, letter must be sent to Architect reporting on conditions, verifying that closers have been properly installed and adjusted.

PART 2 – PRODUCTS

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 must adhere to above requirements.

2.2 CONTINUOUS GEARED HINGES

A. Acceptable manufacturers:

McKinney Markar Pemko

MCK-12HD N/A FM83SLFHD

MCK-25HD FM4011 FM83HD

B. Provide one of the above two models of continuous hinges as appropriate for the type, inset, and thickness of door where specified. Coordinate hinge types with the door supplier.

2.3 FLOOR CLOSERS & PIVOTS

A. Acceptable Manufacturers and Types of Concealed Floor Closers:

1. Rixson 27 / 51 Series or equal

2.4 LOCKSETS – MORTISE

A. Acceptable Manufacturer and Series:

1. Sargent 8200 Series x LNMI or equal.

B. Cylinders: Factory-registered extension of Sargent Keso system or equal.

C. Backsets: 2-3/4 inches.

2.5 EXIT DEVICES

A. Acceptable Manufacturers:

1. Sargent 80 Series.

B. Cylinders: Factory-registered extension of Sargent Keso system – no substitution.

C. Provide exit device series and functions as specified in Hardware Groups. Sargent product numbers are referenced in the Hardware Groups.

D. All exit devices must be UL listed for panic. Exit devices for labeled doors must be UL listed as "Fire Exit Hardware".

E. Where lever trim is specified, provide lever design to match lockset levers.

F. Provide cylinders for exit devices with locking trim and cylinder dogging.

G. Provide cylinder dogging feature for non-rated exit devices.

H. Provide keyed removable mullions, as specified in the Hardware Groups.

2.6 KEYING

A. All cylinders to be interchangeable core, keyed to factory-registered extension of Sargent Keso Grand Master Key System or equal.

B. Provide 6 master keys for each master key set. Provide 3 change keys for each lock. Stamp keys "DO

NOT DUPLICATE."

C. Cylinders must be construction keyed.

2.7 DOOR TRIM

A. Acceptable Manufacturers and Types:

1. McKinney

2. Trimco

3. Hiawatha

B. Push Plates:

1. Where width of door stile prevents use of 6 inch wide plate, provide push plate one inch less than width of stile but not less than 4 inches wide.

C. Pulls:

1. Where required, mount back to back with push bars.

D. Kick Plates and Armor Plates: Minimum of 0.050 inch thick, beveled 4 edges.

1. At single doors provide width 1-1/2 inch less than door width on stop side and one inch less than door width on face side.

2. At pairs of doors provide width one inch less than door width on both sides.

3. Height of 8 inches, unless otherwise indicated.

E. Edge Guards: Minimum .050" thick, stainless steel,

1. McKinney EG02 (mortised) or EG06 (surface applied) x 42 inches high as noted in Hardware

Groups.

2.8 DOOR CLOSERS

A. Acceptable Manufacturers and Types of Exposed Closers:

1. Sargent 1431 Series.

2. Norton 7500 / 8501 Series.

3. Corbin Russwin DC8000 / DC3000 Series.

B. Provide non-sized closers, adjustable to meet maximum opening force requirements of ADA.

C. Provide drop plates, brackets, or adapters for arms as required to suit details.

D. Mount closers on room side of corridor doors and inside of exterior doors.

E. Provide back-check for closers.

F. Provide hold-open arms where necessary.

G. Provide closers for doors as noted in Hardware Groups and, in addition, provide closers for labeled doors whether or not specifically noted in group.

H. Provide closers meeting the requirements of UBC 7-2, 1997 and UL 10C positive pressure tests.

I. Provide TB with all door closers.

2.9 OVERHEAD STOPS

A. Acceptable Manufacturers

1. Rixson.

2. Norton.

3. Sargent.

B. Provide 10- Series overhead stops for doors equipped with regular arm surface type closer that swing more than 140 degrees before striking wall, and for doors that open against equipment, casework, sidelights, other objects that would make wall stops inappropriate.

2.10 WALL STOPS AND HOLDERS

A. Acceptable Manufacturers and Types:

McKinney Trimco Quality

WS01 1270WXCP W307RP

B. Provide…