ESBD_File_345217_SOLADD_1_405-24R0003658.pdf

Revised-March 10, 2015

ADDENDUM OF SOLICITATION Page 1 of 1

1. SOLICITATION NO.

405-24R0003658

2. ADDENDUM NO.

3. EFFECTIVE DATE

1/12/2024

4. ISSUED BY

Texas Department of Public Safety Procurement and Contract Services 5805 North Lamar Blvd. Bldg. A 1st floor Austin, Texas 78752

5. NAME AND ADDRESS OF OFFEROR

6. The above numbered solicitation is amended as set forth in Item 7. The hour and date specified for receipt of Offers is extended, is not extended.

Offers must acknowledge receipt of this addendum prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing Items 5 and 8, and returning 3 copies of the addendum; (b) By acknowledging receipt of this addendum on each copy of the offer submitted; or (c) By separate letter or e-mail which includes a reference to the solicitation and addendum numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER.

If by virtue of this amendment you desire to change an offer already submitted, such change may be made by e-mail or letter, provided each e-mail or letter makes reference to the solicitation and this addendum, and is received prior to the opening hour and date specified.

7. DESCRIPTION OF ADDENDUM

1) Mandatory pricing schedule revised to add alternates 1 and 2

2) The Summary in the Statement of Work Summary of Work section has been updated.

3) The Statement of Work has added Concrete specifications, Painted Pavement Markings specifications, and an additional drawing.

Except as provided herein, all terms and conditions of the solicitation, as heretofore changed, remain unchanged and in full force and effect.

8a. NAME AND TITLE OF SIGNER (Type or Print)

8b. OFFEROR

(Signature of Person Authorized to Sign) Date Signed

Revised-March 10, 2015

1) Mandatory pricing schedule allows for alternates 1 and 2

Item No. Description QTY UOM Unit Price

1 Labor 1 JOB $ 2 Materials 1 JOB $ 3 Overhead and Profit 1 JOB $ 4 Add Alternate 1 (Material and Labor) 1 JOB $ 5 Add Alternate 2 (Material and Labor) 1 JOB $

TOTAL: $

2) The Summary in the Statement of Work has been updated to:

The Demo Construction specifications has been edited.

3) The Summary in the Statement of Work has been updated to:

Sections added for concrete specifications, painted pavement markings specifications, and an additional drawing of the parking lot accessibility.

DPS Facilities Bureau

Rev. 06-2016

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 Gonzales DPS 1711 Sarah Dewitt Gonzales, 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 -Edits in RED Section 02 14 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 65 13 Resilient Base Section 09 65 19 Resilient Tile Floor Section 09 68 10 Carpet Florring Section 09 91 23 Interior Painting

Appendixes

Gonzales New Floor Plan DPS Vinyl Sign DLD DPS Exterior Sign

Added in Addendum 1:

Concrete Specs 32 17 23.13 Painted Pavement Markings DPS Parking Lot Accessibility Drawings

Spec Rev. 07-05-2016

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:

See Contract Drawings for complete understanding of demolition and construction scope. This list is generic in nature for major items and intended only to give an overview of general project scope.

1. Remove walls below ceiling level in DLD lobby area.

2. Install Raco cap to on section of existing wall

3. Raise acoustical ceiling to highest level in office to allow for existing lights fixtures and air register to remain in ceiling

4. Remove counter and wall in lobby

5. Install wall in office below ceiling grid’

6. Insulate wall for sound barrier

7. Install doors with frames in hallways with access control hardware. Match existing doors.

8. Install new LVT flooring in DLD area – Mohawk Atwell Mill 148

9. Install cove base Roppe Brown 110.

10. Prep and paint walls included in the scope of work in Driver License area. Color to be SW 7567 Natural

Tan semi-gloss. Accent wall opposite door to be SW 7548 Portico semi-gloss

11. Paint walls in 2 main hallways in THP area SW 7005 Pure White Semi-gloss

12. Paint door frames to match existing color.

13. Paint exterior doors on both sides to match cove base

14. Repair all loose or buckled carpet tiles.

15. Replace damaged ceiling tiles- Provide for 2 boxes.

16. Remove all counters in offices.

17. Install all electrical per NEC.

18. Relocate switch in for all lobby lights to hallway entrance

19. Connect power to cubicles from base. Power pole 20 Install outlets on walls for testing stations, queuing stations, IT power, wall mounted monitors. Number

TBD. Add office outlets to allow for an outlet on each wall. Total of 4 receptacles 21 Install 3-way light switches in entry to hallways.

22 Replace any damaged or stained switches or electrical outlets or plates.

23 Repair any nonfunctioning lights.

24 Install metal awning on both entrance doors. Canopy should extend past width of porch and a have depth of 3 feet or more. Match existing coping for color.

25 Remove wallpaper and prep and paint kitchen walls.

26 Inspect and repair cabinets hardware.

27 Inspect and secure and mount shelves in storage rooms 28 Install vinyl signage on entrance door.

29 Install lettered signage on exterior brick wall – both sides

29. Install sign on outside wall- “DPS Parking Only”- Reflective .08 Aluminum 12”X18”

30. Install sign on 2” pole in parking island. Pole is six above ground “DPS Parking Only Reflective 08 Aluminum 12” x 18”

31. Stripe -white- parking area at rear of building for 3 parking spots.

32. Interior door shall have a pass-through window, allowing for 3” of space at bottom of window. 18X18 window.

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

ADD Alternates- Price each numbered alternate as separate costs

1. Remove wall and relocate plumbing in exiting bathroom to expand bathroom

Relocate sink and vanity in bathroom.

Close in door on existing closet with frame and sheetrock.

Prep walls and paint bathroom.

Install ceramic tile to match existing.

Modify ceiling Replace door to 36” wide door.

Replace door hardware Replace and center wall light with and LED wall fixture

2. Replace existing ramp at entrance to an ADA compliant ramp.

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 (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 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 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 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 shall 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 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) years from the date of Substantial Completion, and shall 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 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 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

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.

END OF SECTION

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 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.

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.

1.6 WARRANTY

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.

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

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

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

McKinney Trimco Quality

WS01 1270WXCP W307RP

B. Provide WS01 Series wall stop as applicable, for each door leaf except where other wall stops are specified in Hardware Groups, or where conditions require the use of an overhead stop.

C. Floor or base stops must be used only where definitely specified or absolutely unavoidable.

2.11 THRESHOLDS

Pemko McKinney Reese

171A MCK171A S205A

B. Where thresholds are specified in hardware groups, provide MCK171A thresholds unless detailed otherwise.

C. Provide accessories, shims and fasteners. Where thresholds occur at openings with one or more mullions, they must be cut for the mullions and extended continuously for the entire opening.

2.12 WEATHERSTRIPPING

A. Acceptable Manufacturers and Product:

Sweeps 315CN MCK315CN 323A Jambs 316AV MCK316AV DS75A Door top drips 346C MCK346C R201A

B. Where weather-stripping is specified in hardware groups, provide 316AV unless detailed otherwise.

C. Provide self-tapping fasteners for weather-stripping being applied to hollow metal frames.

D. Where sweeps are specified in hardware groups, provide 315CN unless detailed otherwise.

E. Where rain drips are specified in hardware groups, provide 346C x full frame width, unless detailed

2.13 GASKETING

McKinney Pemko Reese

MCKS88 S88 F-897B

B. Refer to drawings for special details. Provide accessories, shims and fasteners.

C. Where smoke gasket is specified in hardware groups, provide S88, unless detailed otherwise.

D. Provide gaskets for 20-minute doors and doors designated for smoke and draft control.

E. Where frame applied intumescent seals are required by the manufacturer, provide gaskets that comply with UBC 7-2, 1997 and UL 10C positive pressure tests.

2.14 SOUND GASKETING

Automatic Door Bottoms 4301CRL MCK4301CRL 330C Jambs 379CR MCK379CR 33C

B. Where gasket-ing is specified in hardware groups, provide 4301CRL and 379CR unless detailed

C. Provide self-tapping fasteners being applied to hollow metal doors and frames.

D. Cutting or notching of sound gasket for stop mounted hardware must not be permitted.

2.15 FASTENERS

A. Including, but not limited to, wood or machine screws, bolts, bolts, nuts, anchors, etc. of proper type, material, and finish required for installation of hardware.

B. Use Phillips head for exposed screws. Do not use aluminum screws to attach hardware.

C. Provide self-tapping (TEC) screws for attachment of sweeps and stop-applied weather-stripping only.

2.16 TYPICAL FINISHES AND MATERIALS

A. Finishes, unless otherwise specified:

1. Butts: Interior Doors and in swinging Exterior Doors US26D (BHMA 652) on Steel

2. Continuous Hinges:

US28 (BHMA 628) on Aluminum

3.…