ESBD_500951_1774473350349_EXH_F.8_SOW.pdf
PDF 2 MB Posted
- Attached to
- DPS-HQ Building C Conference Room Renovation
- Solicitation number
- 26R0010778and26R0010941
- Issued by
- Travis County, Austin City, Texas
About this file
This is a Scope of Work document issued by the Texas Department of Public Safety (DPS) for a minor construction project at the DPS Headquarters Annex located at 5805 N. Lamar Boulevard, Austin, Texas 78752. The project involves renovation of interview rooms in Building C Annex and includes demolition of existing walls, doors, windows, and ceiling grids; framing and installation of insulation and sheetrock walls; installation of ceiling grids and tiles; installation of door frames, doors, and hardware; installation of FRP panels and shelving in a janitor closet; taping and floating walls to level 5 finish; and painting various wall surfaces in Natural Tan, Windsor Greige, Passive Grey, and Serious Grey. The project manager and site contact is Josh Parker (512-312-6764, Joshua.parker@dps.texas.gov). A mandatory pre-bid site visit is required before contractors submit proposals. The contract documents include comprehensive specifications for door hardware (Section 08 71 00), non-structural metal framing (Section 09 22 16), gypsum board (Section 09 29 00), acoustical panel ceilings (Section 09 51 13), and painting (Section 09 91 00).
The Scope of Work requires contractors to verify all component sizes, layouts, and spacing with DPS prior to fabrication and to provide a turnkey project as required for complete completion. All work must be performed by qualified craft workers with a minimum of three years' field experience. The contractor is responsible for obtaining and paying for all required permits and for properly disposing of all construction debris without use of DPS dumpsters unless authorized. Working hours are scheduled between 7:00 a.m. and 5:00 p.m. on weekdays, with weekend work available as approved. The contractor must provide a one-year warranty on all materials and labor covering 100 percent of new costs and must submit a line-item breakdown of construction labor and materials costs for each specification section. A preconstruction conference is required before construction commences, and the contractor must maintain 24-hour emergency contact information. The specification sections include detailed requirements for manufacturers, product standards, installation procedures, quality control, and field inspection protocols to ensure compliance with industry standards and DPS requirements.
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Text version
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.
Services to Include:
1. Demo walls, doors, windows and ceiling grid
2. Frame, install insulation and sheetrock walls
3. Install ceiling grid and tiles
4. Install door frames, doors and hardware
5. Install FRP panels and build shelving in janitor closet
6. Tape and float all walls to level 5
7. Paint various walls Natural Tan, Windsor Greige, Passive Grey and Serious Grey as indicated on drawings
Project C Annex Interview Rooms HQ Bld. C Annex 5805 N. Lamar Blvd.
Austin, TX 78752
Department of Public Safety Contract Monitor:
Josh Parker Project Manager DPS HQ, Austin Texas
PH: 512-312-6764
Joshua.parker@dps.texas.gov
Department of Public Safety Site Contact:
Josh Parker Project Manager DPS HQ, Austin Texas
PH: 512-312-6764
Joshua.parker@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 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 91 00 Painting
Section 01 11 00 Summary of Work
SECTION 01 11 00 – SUMMARY OF WORK
PART 1 - GENERAL
1.01 SCOPE OF WORK
A. This section outlines the scope of work included in the project. Refer to the appropriate drawings and specification sections for further information about installation, preparation methods and components to be provided. The contractor is responsible for including all means and methods necessary to complete this portion of the project. The Contract Documents, otherwise referred to as drawings, shall serve as a part of this scope of work showing more detail on the intent of this project. The Contractor is responsible for including all means and methods necessary to complete this project. In general, the work includes, but is not limited to, the following items:
1. Verify components, sizes, layout, spacing and details with DPS prior to fabrication.
2. Demo walls, doors windows and ceiling grid
3. Frame, install insulation and sheetrock walls
4. Install door frames, doors and hardware
5. Install ceiling grid and tiles
6. Install FRP panels and build shelving in janitor closet
7. Tape and float all walls to level 5
8. Paint walls Natural Tan, Windsor Greige, Passive Grey and Serious Grey as indicated on drawings
9. Provide turnkey project as required for complete project
1.02 QUALITY CONTROL
A. Contractor is responsible for properly disposing of all trash, or construction debris associated with this project.
B. Removal shall not utilize TXDPS dumpster or equipment unless authorized by DPS.
C. TXDPS 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.
D. Any container used as part of this contract is subject to inspection upon being located on DPS property.
E. 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.
F. 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.
G. The new work shall comply with the state and local codes and ordinances.
1.03 PERFORMANCE REQUIREMENTS
A. 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.
B. All work shall be considered new unless otherwise indicated.
C. 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.
D. 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 or dimensions supplied by TXDPS, either verbally or in written form.
E. The Contractor shall assume full responsibility for the accuracy, fit and stability of all parts of the work.
F. 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.
G. 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.
H. The Contractor shall provide all necessary protection of existing work and newly added work.
I. 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.
J. 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.
K. 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.
L. 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.
M. 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.
N. The Contractor shall coordinate the work of all Sub-Contractors and also coordinate with
DPS on portions of the work done by DPS employees or sub-contractors.
O. Manufacturer's Instructions:
1. 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.
2. Should instruction conflict with Contract Documents, request clarification from DPS Contact before proceeding.
P. Manufacturer's Certificates:
1. 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
A. 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.
B. 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.
C. 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
A. 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.
B. DPS shall reserve the right to require an alternate superintendent and/or foreman.
C. Delivery of materials and commencement of construction shall not proceed until the preconstruction conference is held unless authorized by the DPS Contract Monitor.
D. Provide a line-item breakdown of construction labor and materials costs for each Specification Section included in these Contract Documents.
1.06 EMERGENCY RESPONSE
A. The Contractor shall provide DPS with after-hours (24 hour) emergency telephone numbers of the Contractor’s superintendent and foreman.
B. The Contractor must respond to emergency situations or calls within two (2) hours.
1.07 SUBMITTALS
A. Provide:
1. Manufacturer’s technical data.
2. Application or installation instructions.
3. Substitution Request Form, if necessary.
B. Provide schedule of installation as part of this requirement.
C. Provide samples and manufacturer’s literature for all products used on this project.
D. Provide certificates signed by the manufacturer certifying that installers comply with specified requirements.
E. All bidders shall submit information of not less than three (3) projects of similar size and complexity to include:
1. Project name and location.
2. Products installed.
3. Date of completion.
4. Owner’s contact name and telephone number.
F. Provide maintenance data for O&M (Operations and Maintenance) Manuals.
G. Provide warranty information to be turned over to the Owner at Substantial Completion.
H. All submittals, samples and documentation required should be sent to DPS Contract Monitor.
1.08 SCHEDULING
A. All field work installations at the listed location shall be scheduled to facilitate continued facility usage as required by DPS.
B. Prior approval must be received from local DPS staff if scheduled project tasks may impact regular DPS facility operational schedule.
C. 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.
D. 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
A. 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.
B. 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.
C. 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.
The Department of Public Safety shall not be responsible for damage by others to contract or 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.
D. The facility shall not be left open by removal of any building component without prior knowledge of the DPS Building Manager. All removed openings are to be left secure with new products at the end of each workday or reasonably secured with 3/4” plywood or industry standard plugs. Temporary fillers must be cut to size and screwed securely into the opening in the event new component material need to be altered if the first attempt fails to fit an opening.
E. 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 Department of Public Safety’s Legal Section. 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
A. DPS: Texas Department of Public Safety = Owner.
B. 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.
C. 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.
D. DPS Contact/Contract Monitor: Owner’s primary representative for this project having authority to communicate project details and accept or deny final installation completion.
E. TDLR-TAS: Texas Department of Licensing and Regulation – Texas Accessibility Standards.
1.11 PREFERRED PRODUCTS
A. 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
A. Project may be constructed under a single prime contract at the discretion of DPS.
B. Contractor is mandated to make a scheduled site visit prior to sending in their bid proposal.
C. 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
A. Installer shall furnish a single, written warranty covering 100% of the new material and labor costs protecting the owner, for a period of one (1) year from date of Substantial Completion.
B. 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.
C. 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.
D. Submit a full Contractor's Guarantee of the Work to be free from defect in materials and workmanship upon Substantial Completion, and prior to final payment. This Guarantee shall be for a period of one (1) year from the date of Substantial Completion and shall be signed by a Principal of the Contractor’s firm, and sealed if a corporation.
E. 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
A. 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.
B. 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.
C. 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
A. The Contractor will obtain and pay for any and all permits required to perform the work.
1.16 PRE-JOB DAMAGE SURVEY OF FACILITY
A. Perform a thorough pre-job survey of property and all affected and adjacent areas of the building with DPS prior to starting the work 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.
B. Documentation recorded during this meeting (pictures and videos) will be sent to DPS to review at the end of the project. It is the responsibility of the contractor to provide this documentation.
PART 2 – NOT USED
PART 3 - EXECUTION
3.01 EXAMINATION
A. 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.
B. 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.
C. Do not proceed with Work until unsatisfactory conditions have been corrected.
D. Commencement of installation constitutes acceptance of conditions and cost of any corrective measures are the responsibility of the Contractor.
E. 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.
F. Ensure preparatory works are correctly done prior to main work.
END OF SUMMARY OF WORK
DPS Project No.
Department of Public Safety DOOR HARDWARE
The State of Texas 08 71 00
IOD
SECTION 08 71 00 – DOOR HARDWARE
PART 1 – GENERAL
1.01 SUMMARY
A. Section includes furnishing and installation of mechanical and electro-mechanical door hardware for doors specified in “Hardware Sets” and required by actual conditions: including screws, bolts, expansion shields, electrified door hardware, and other devices including access and security requirements for proper application of hardware.
B. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
C. Related Divisions:
1. Division 03 Concrete
2. Division 06 Rough & Finish Carpentry
3. Division 07 Joint Sealants
4. Division 08 Openings
5. Division 09 Finishes
6. Division 26 Electrical
7. Division 28 Electronic Safety And Security
1.02 REFERENCES
A. American National Standards Institute/Builders Hardware Manufacturers Association (ANSI):
1. ANSI/BHMA A156.1 Butts & Hinges (2016)
2. ANSI/BHMA A156.3 Exit Devices (2014)
3. ANSI/BHMA A156.4 Door Controls – Closers (2013)
4. ANSI/BHMA A156.6 Architectural Door Trim (2015)
5. ANSI/BHMA A156.7 Template Hinge Dimensions (2016)
6. ANSI/BHMA A156.8 Door Controls – Overhead Stops and Holders (2015)
7. ANSI/BHMA A156.16 Auxiliary Hardware (2013)
8. ANSI/BHMA A156.18 Materials & Finishes (2016)
9. ANSI/BHMA A156.21 Thresholds (2014)
10. ANSI/BHMA A156.22 Door Gasketing Systems (2012)
11. ANSI/BHMA A156.26 Continuous Hinges (2012)
12. ANSI/BHMA A156.28 Keying Systems (2013)
13. ANSI/BHMA A156.115 Hardware Preparation in Steel Doors and Steel Frames (2014)
B. International Code Council/American National Standards Institute (ICC/ANSI)/ADA:
1. ICC/ANSI A117.1 Standards for Accessible and Usable Buildings and Facilities 2009.
C. Underwriters Laboratories, Inc. (UL):
2026HQ32000
DPS Project No. 2026HQ32000
The State of Texas 08 71 00
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1. UL 10C Positive Pressure Fire Test of Door Assemblies.
2. UL 1784 Air Leakage Test of Door Assemblies.
3. UL 294 Access Control System Units
D. Door and Hardware Institute (DHI):
1. DHI Publications – Keying Systems and Nomenclature (1989).
2. DHI Publication – Abbreviations and Symbols.
3. DHI Publication – Installation Guide for Doors and Hardware.
4. DHI Publication – Sequence and Format of Hardware Schedule (1996).
E. National Fire Protection Agency (NFPA):
1. NFPA 101 Life Safety Code 2009.
1.03 SUBMITTALS
A. Submit in accordance with Conditions of the Contract and Division 1 Administrative Requirements and Submittal Procedures Section.
B. Shop Drawings:
1. Organize hardware schedule in vertical format as illustrated in DHI Publications Sequence and
Formatting for the Hardware Schedule. Include abbreviations and symbols page according to DHI Publications Abbreviations and Symbols. Complete nomenclature of items required for each door opening as indicated.
2. Coordinate final Door Hardware Schedule with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of hardware.
3. Architectural Hardware Consultant (AHC), as certified by DHI, who will affix seal attesting to completeness and correctness, including the review of the hardware schedule prior to submittal.
B. Submit manufacturer’s catalog sheet on design, grade, and function of items listed in hardware schedule.
Identify specific hardware item per sheet, provide an index, and cover sheet.
D. Templates:
1. Upon final approval of the architectural hardware schedules, submit one set of complete templates for each hardware item to the door manufacturers, frame manufacturers, and the installers. Date and index these 8-1/2 inch x 11 inch papers in a three ring binder, including detailed lists of the hardware location requirements for mortised and surface applied hardware within fourteen days of receiving approved door hardware submittals.
E. Electrified Hardware: Provide electrical information to include voltage and amperage requirements for electrified door hardware and description of operation.
1. Description of operation for each electrified opening to include description of component functions including location, sequence of operation and interface with other building control systems.
2. Wiring Diagrams: Detail wiring for power, signal, and control system and differentiate between manufacturers installed and field-installed wiring. Include the following:
The State of Texas 08 71 00
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a. System schematic.
b. Point to point wiring diagram.
c. Riser diagram.
d. Elevation of each door.
3. Detail interface between electrified door hardware and fire alarm, access control, security, and building control systems.
3. Provide junction boxes, relays and terminal blocks as needed for proper door operations and connections.
F. Upon door hardware submittal approval, furnish for each electrified opening, three copies of point to point diagrams.
G. Closeout Submittals: Submit to Owner in a three-ring binder or CD if requested.
1. Warranties.
2. Maintenance and operating manual.
3. Maintenance service agreement.
4. Record documents.
5. Copy of approved hardware schedule.
6. Copy of approved keying schedule with bitting list.
7. Door hardware supplier name, phone number, and fax number.
1.04 QUALITY ASSURANCE
A. Listed and Labeled electrified door hardware as defined in NFPA 70, Article 100, by a testing agency acceptable to authority having jurisdiction.
B. Hardware supplier will employ an Architectural Hardware Consultant (AHC) as certified by DHI and a member of the seal program who will be available at reasonable times during course of work for Project hardware consultation.
1. Electrified Door Hardware Supplier Qualifications: Experienced door hardware supplier who has completed projects with electrified door hardware similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance.
C. Door hardware conforming to ICC/ANSI A117.1: Handles pulls, latches locks and operating devices: Shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist.
D. Door hardware certified to ANSI/BHMA standards as noted, participate and be listed in BHMA Certified Products Directory.
E. Substitution request: create a comparison chart that includes the testing information as well as the warranty for both the specified product and the proposed substitution. Include the reason for requesting the substitution, clear catalog copy highlighting the proposed product and options, compliance statement, technical data, product warranty and lead time, to show how the proposed can meet or exceed established
The State of Texas 08 71 00
IOD
level of design, function, and quality. Approval of request is at the discretion of the owner, architect, and their designated consultants and will be addressed via addendum prior to bid date.
F. Meetings: Comply with requirements in Division 1 Section “Project Meetings.”
1. Keying Meeting
a. Within fourteen days of receipt of approved door hardware submittals, contact Owner with representative from hardware supplier to establish a keying conference. Verify keyway, visual key identification, number of master keys and keys per lock. Provide keying system per Owner’s instructions.
2. Low-voltage Coordination Meeting
a. Convene meeting within fourteen days of receipt of approved door hardware submittals.
Participants required to attend: Contractor, installer, material supplier, manufacturer representatives, electrical contractor, security consultant and fire alarm consultant.
b. Review sequence of operation for each type of electrified door hardware, inspect, and discuss electrical roughing-in and other preparatory work performed by other trades.
c. Review all system, elevation, and point-to-point drawings to ensure that all necessary components are provided and detailed.
i. Verify wire quantities, wire types, wire sizes, conduit sizes, and locations.
ii. Coordinate the door hardware, power supplies, access control components, fire alarm interfaces, elevator controls, and related building systems have all proper and necessary components to interface and operate correctly.
3. Pre-installation Meeting
a. Convene meeting within fourteen days of receipt of approved door hardware submittals.
Participants required to attend: Contractor, installer, material supplier, manufacturer representatives, electrical contractor, security consultant, and fire alarm consultant.
b. Include in-conference decisions regarding proper installation methods and procedures for receiving and handling hardware.
c. Review and finalize construction schedule and verify availability of materials, installer’s personnel, equipment and facilities needed to make progress and avoid delays.
F. Installer Qualifications: Specialized in performing installation of this Section and have five years minimum documented experience.
1. Electrified Door Hardware Supplier Qualifications: Experienced door hardware installer who has installed projects with electrified door hardware similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance.
G. Hardware listed in 3.07 – Hardware Schedule is intended to establish minimum level of design, type, function and grade of hardware to be used.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Provide clean, dry and secure room for hardware delivered to Project but not yet installed. Shelve hardware off of the floor and with larger items of hardware being stored on wooden pallets. Arrange locksets and
The State of Texas 08 71 00
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keyed cylinders by opening number. Organize the balance of hardware by brand, model of hardware, and hardware set number. Leave the door markings of the hardware visible for installers.
B. Furnish hardware that is not bulk packed with each unit marked and numbered in accordance with approved finish hardware schedule. Include architect’s opening number, hardware set number, and item number for each type of hardware. Include keyset symbols and corresponding hardware component for keyed products.
C. Pack each item complete with necessary parts and fasteners in manufacturer’s original packaging.
C. Deliver architectural hardware to the job site according to the phasing agreed upon in the pre-installation meeting. Inventory the delivery with the supplier’s assistance. Immediately note shortages and damages on the shipping receipts and bill of ladings. Coordinate replacement or repair with the supplier.
E. Waste Management and Disposal: Separate waste materials for use or recycling in accordance with Division1.
1.06 WARRANTY
A. General Warranty: Owner may have under provisions of the Contract Documents and be an addition and run concurrently with other warranties made by Contractor under requirements of the Contract documents.
B. Special Warranty: Warranties specified in this article will not deprive Owner of other rights.
1. Ten years for manual door closers.
2. Five years for exit devices.
3. One year for electromechanical door hardware.
C. Replace or repair defective products during warranty period in accordance with manufacturer’s warranty at no cost to Owner. There is no warranty against defects due to improper installation, abuse, and failure to exercise normal maintenance.
D. Maintenance Tool and Instructions: Furnish a complete set of specialized tools and maintenance instructions for Owner’s continued adjustment, maintenance, removal and replacement of door hardware.
PART 2 – PRODUCTS
2.01 HINGES
A. Hinges, electric hinges, and self-closing hinges of one manufacturer as listed for continuity of design and consideration of warranty.
B. Standards: Products to be certified and listed by the following:
1. Butts and Hinges: ANSI/BHMA A156.1.
2. Template Hinge Dimensions: ANSI/BHMA A156.7.
The State of Texas 08 71 00
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C. Butt Hinges:
1. Hinge weight and size unless otherwise indicated in hardware sets:
a. Doors up to 36” wide and up to 1-3/4” thick provide hinges with a minimum thickness of .134” and a minimum of 4-1/2” in height.
b. Doors from 36” wide up to 42” wide and up to 1-3/4” thick provide hinges with a minimum thickness of .145” and a minimum of 4-1/2” in height.
c. For doors from 42” wide up to 48” wide and up to 1-3/4” thick provide hinges with a minimum thickness of .180” and a minimum of 5” in height.
d. Doors greater than 1-3/4” thick provide hinges with a minimum thickness of .180” and a minimum of 5” in height.
e. Width of hinge is to be minimum required to clear surrounding trim.
2. Base material unless otherwise indicated in hardware sets:
a. Exterior Doors: 304 Stainless Steel, Brass or Bronze material.
b. Interior Doors: Steel material.
c. Fire Rated Doors: Steel or 304 Stainless Steel materials.
d. Stainless Steel ball bearing hinges to have stainless steel ball bearings. Steel ball bearings are unacceptable.
3. Quantity of hinges per door unless otherwise stated in hardware sets:
a. Doors up to 60” in height provide 2 hinges.
b. Doors 60” up to 90” in height provide 3 hinges.
c. Doors 90” up to 120” in height provide 4 hinges.
d. Doors over 120” in height add 1 additional hinge per each additional 30” in height.
e. Dutch doors provide 4 hinges.
4. Hinge design and options unless otherwise indicated in hardware sets:
a. Hinges are to be of a square corner five-knuckle design, flat button tips and have ball bearings unless otherwise indicated in hardware sets.
b. Out-swinging exterior and out-swinging access controlled doors are required to have Non-
Removable Pins (NRP) to prevent removal of pin while door is in closed position.
c. When full width of opening is required, use hinges that are designed to swing door completely from opening when door is opened to 95 degrees.
d. Electric Through-Wire (ETW) to have appropriate number of wires to transfer power through door frame to door for proper connection of finish hardware and certified to handle an amperage rating of 3.5AMPS/continuous duty with 16.0AMPS/intermittent duty.
e. Provide mortar boxes for frames that require any electrically modified hinges if not an integral part of frame.
f. When shims are necessary to correct frame or door irregularities, provide metal shims only.
4. Acceptable Manufacturers:
Standard Weight Heavy Weight Hager BB1279 BB1168 Bommer McKinney
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2.02 CONTINUOUS HINGES
A. Continuous hinges of one manufacturer as listed for continuity of design and consideration of warranty.
B. Standards: Products to be certified and listed by ANSI/BHMA A156.26 Grade 1.
C. Continuous Geared Hinges:
1. Determine model number by door and frame application, door thickness, frequency of use, and fire rating requirements according to manufacturer’s recommendations.
a. Size length of hinge to equal the actual door height unless otherwise stated in hardware sets.
D. Material and Design:
1. Base material: Anodized aluminum manufactured from 6063-T6 material, unexposed working metal surfaces be coated with TFE dry lubricant.
2. Bearings:
a. Vertical loads be carried on Lubriloy RL bearings for non-fire rated doors.
b. Continuous hinges are to have a minimum spacing between bearings of 2-9/16”. Typical door from 80” to 84” in height to have a minimum of 32 bearings.
3. Options:
a. Provide Removable Electric Through-Wire (RETW) with appropriate number of wires to transfer power through door frame to door for proper connection of finish hardware.
Provide RETW in a form that can be removed for connection, servicing without removing entire hinge from door and frame, and certified to handle an amperage rating of 3.5AMPS/continuous duty with 16.0AMPS/intermittent duty.
b. Hinges to have Rounded Back Cover Channel (RBCC).
c. When full width of opening is required, use hinges that are designed to swing door completely from opening when door is opened to 95 degrees.
d. At fire rated openings provide hinges that carry a UL certification, up to and including 90-minute applications for wood doors and up to 3-hour applications for metal doors.
E. Acceptable Manufacturers:
Heavy Duty Hager 780-111HD/780-112HD Bommer Zero
2.03 EXIT DEVICES
A. Exit Devices of one manufacturer as listed for continuity of design and consideration of warranty. Touchpad type, finish to match balance of door hardware.
B. Standards: Manufacturer to be certified and/or listed by the following:
1. BHMA Certified ANSI A156.3 Grade 1.
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2. UL/cUL Listed for up to 3 hours for “A” labeled doors.
3. UL10C/UBC 7-2 Positive Pressure Rated.
4. UL10B Neutral Pressure Rated.
5. UL 305 Listed for Panic Hardware.
6. 2007 Florida Building Code Certification Number: FL9481.1.
7. ANSI/BHMA A250.13 Severe Windstorm Resistant Component.
C. Material and Design:
1. Provide exit devices with actuators that extend a minimum of one-half of door width.
2. Where trim is indicated in hardware sets provide the lever design to match design of lock levers.
3. Exit device to mount flush with door.
4. Latchbolts:
a. Rim device – 3/4” throw, Pullman type with automatic dead-latching, stainless steel
b. Surface vertical rod device – Top 1/2” throw, Pullman type with automatic dead-latching, stainless steel. Bottom 1/2” throw, Pullman type, held retracted during door swing, stainless steel.
5. Fasteners: Wood screws, machine screws, and thru-bolts.
E. Lock and Latch Functions: Function numbers and descriptions of manufacturer’s series and lever styles indicated in door hardware sets.
E. Acceptable Manufactures:
Hager 4500 Series Von Duprin Sargent
F. Electric Modifications:
1. Motorized Latch Retraction (MLR): An electric motor retracts the latch bolt for momentary or maintained periods of time.
2. Provide Request to Exit (REX) switches as scheduled.
2.04 CYLINDERS AND KEYING
A. Cylinders of one manufacturer as listed for continuity of design and consideration of warranty.
B. Products to be certified and listed by the following:
1. Auxiliary Locks: ANSI/BHMA A156.5
2. DHI Handbook “Keying systems and nomenclature” (1989)
C. Cylinders:
1. Provide cylinders to match Owner’s existing system.
2. Furnish with cams/tailpieces as required for locking device that is being furnished for project.
D. Keying:
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1. Copy of Owners approved keying schedule submitted to Owner and Architect with documentation of which keying conference was held and Owner’s sign-off.
2. Key into Owner’s existing keying system.
3. Keys to be shipped to Owner’s Representative, individually tag per keying conference.
4. Provide visual key control identification on keys.
E. Acceptable Manufacturers:
Hager or as required to match existing system
2.05 PUSH/PULL PLATES AND BARS
A. Push/Pull plates and bars of one manufacturer as listed for continuity of design and consideration of warranty.
B. Standards: Manufacturer to be certified by the following:
1. Architectural Door Trim: ANSI/BHMA A156.6.
2. Americans with Disabilities Act Accessibility Guidelines (ADAAG).
C. Pull Bar Sets: 1” round bar stock with 2 –1/2” clearances from face of door. Offset 3”, 90-degree standard.
D. Acceptable Manufacturers:
Hager H12L Rockwood Trimco
2.06 CLOSERS
A. Closers of one manufacturer as listed for continuity of design and consideration of warranty, unless otherwise indicated on hardware schedule, comply with manufacturer’s recommendations for size of closer, depending on width of door, frequency of use, atmospheric pressure, ADAAG requirement, and fire rating.
B. Standards: Manufacturer to be certified and or listed by the following:
1. BHMA Certified ANSI A156.4 Grade 1.
2. ADA Complaint ANSI A117.1.
3. UL/cUL Listed up to 3 hours.
4. UL10C Positive Pressure Rated.
5. UL10B Neutral Pressure Rated.
C. Material and Design:
1. Provide cast iron non-handed bodies with full plastic covers.
2. Closers will have separated staked adjustable valve screws for latch speed, sweep speed, and backcheck.
3. Provide Tri-Pack arms and brackets for regular arm, top jamb, and parallel arm mounting.
4. One-piece seamless steel spring tube sealed in hydraulic fluid.
5. Double heat-treated steel tempered springs.
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6. Precision-machined heat-treated steel piston.
7. Triple heat-treated steel spindle.
8. Full rack and pinion operation.
D. Mounting:
1. Out-swing doors use surface parallel arm mount closers except where noted on hardware schedule.
2. In-swing doors use surface regular arm mount closers except where noted on hardware schedule.
3. Provide brackets and shoe supports for aluminum doors and frames to mount fifth screw.
4. Furnish drop plates where top rail conditions on door do not allow for mounting of closer and where backside of closer is exposed through glass.
F. Size closers in compliance with requirements for accessibility (ADAAG). Comply with following maximum opening force requirements.
1. Interior hinged openings: 5.0 lbs.
2. Fire-rated and exterior openings use minimum opening force allowable by authority having jurisdiction.
F. Fasteners: Provide self-reaming, self-tapping wood and machine screws, and sex nuts and bolts for each closer.
G. Acceptable manufacturers:
Hager 5100 Series
LCN
Sargent
2.07 PROTECTIVE TRIM
A. Protective trim of one manufacturer as listed for continuity of design and consideration of warranty.
B. Size of protection plate: single doors, size two inches less door width (LDW) on push side of door, and one inch less door width on pull side of door. For pairs of doors, size one inch less door width (LDW) on push side of door, and 1/2 inch on pull side of door. Adjust sizes to accommodate accompanying hardware, such as, edge guards, astragals and others.
1. Kick Plates 10” high or sized to door bottom rail height.
C. Products to be certified and listed by the following:
1. Architectural Door Trim: ANSI/BHMA A156.6.
2. UL.
D. Material and Design:
1. 0.050” gage stainless steel.
2. Corners square, polishing lines or dominant direction of surface pattern so they run across door width of plate.
3. Bevel top, bottom, and sides uniformly leaving no sharp edges.
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4. Countersink holes for screws. Space screw holes so they are no more than eight inches CTC, along a centerline not over 1/2” in from edge around plate. End screws maximum of 0.53” from corners.
E. UL label stamp required on protection plates when top of plate is more than 16 inches above bottom of door on fire rated openings. Verify door manufacturer’s UL listing for maximum height and width of protection plate to be used.
F. Acceptable Manufacturers:
Hager 190S Trimco Burns
2.08 STOPS AND HOLDERS
A. Overhead Stops and Holders: Provide overhead stops and holders for doors that open against equipment, casework sidelights and other objects that would make wall stops/holders and floor stops/holders inappropriate. Provide sex bolt attachments for mineral core wood door applications.
B. Products to be certified and listed by the following:
1. Overhead Stops and Holders: ANSI/BHMA A156.8 Grade 1.
C. Acceptable Manufacturers:
Heavy Duty Surface Hager 7000 SRF Series Glynn Johnson Sargent
2.09 MODULAR ACCESS CONTROL POWER SUPPLIES
A. Power supplies of one manufacturer as listed for continuity of design and consideration of warranty.
B. Products to be certified and listed by the following:
1. UL Listed.
C. Design:
1. Use with modular access control systems.
2. Field selectable filtered and regulated 12 VDC or 24 VDC constant voltage.
3. 1, 2, 4, and 6 AMP load capacities . Match the power supply amperage to the total load of the opening /system plus an additional thirty percent to cover line drop, as well as possible expansion.
4. Circuit breaker protected AC input voltage, secondary output PTC protected.
5. Fire alarm input provides simultaneous release of fail-safe locks and holders.
6. Interface relay.
7. LED status indicators provide information regarding AC input, DC output, and battery backup status.
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8. Separate inputs for activation switch on entry and egress and ingress side of opening.
9. 5 amp hour battery backup.
10. Input 115 VAC (230 VAC optional).
11. Optional dual 12 VDC or 24 VDC output.
12. Optional power supply monitor module to monitor power supply status, A/C power, and D/C output and battery Status
C. Include optional modules as required to properly interface, control, and sequence the hardware with the access control system.
E. Acceptable Manufacturer:
Hager 2908 1 Amp
2909 2 Amp 2910 4 Amp 2911 6 Amp
2.10 THRESHOLDS
A. Thresholds of one manufacturer as listed for continuity of design and consideration of warranty.
B. Set thresholds for exterior and acoustical openings in full bed of sealant with lead expansion shields and stainless steel machine screws complying with requirements specified in Division 7 Section “Joint Sealants:
Notched in field to fit frame by hardware installer. Refer to Drawings for special details.
C. Standards: Manufacturer to be certified by the following:
1. Thresholds: ANSI/BHMA A156.21.
2. American with Disabilities Act Accessibility Guidelines (ADAAG).
D. Acceptable Manufacturers:
Hager 403S K.N. Crowder Reese
2.11 DOOR GASKETING AND WEATHERSTRIP
A. Door gasketing and weatherstrip of one manufacturer as listed for continuity of design and consideration of warranty.
B. Provide continuous weatherstrip gasketing on exterior doors and provide smoke, light, or sound gasketing where indicated on hardware schedule. Provide noncorrosive fasteners for exterior applications.
1. Perimeter gasketing: Apply to head and jamb, forming seal between door and frame.
2. Meeting stile gasketing: Fasten to meeting stiles, forming seal when doors are in closed position.
3. Door buttons: Apply to bottom of door, forming seal with threshold or floor when door is in closed position.
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4. Sound Gasketing: Cutting or notching for stop mounted hardware not permitted.
5. Drip Guard: Apply to exterior face of frame header. Lip length to extend 4” beyond width of door.
C. Products to be certified and listed by the following:
1. Door Gasketing and Edge Seal Systems: ANSI/BHMA A156.22.
2. BHMA certified for door sweeps, automatic door bottoms, and adhesive applied gasketing.
C. Smoke-Labeled Gasketing: Comply with NFPA 105 listed, labeled, and acceptable to Authorities Having Jurisdiction, for smoke control indicated.
1. Provide smoke-labeled gasketing on 20 minute rated doors and on smoke rated doors.
D. Fire-Rated Gasketing: Comply with NFPA 80 listed, labeled, and acceptable to Authorities Having Jurisdiction, for fire ratings indicated.
E. Refer to Section 08 1416 Wood Doors for Category A or Category B. Comply with UBC 7-2 and UL10C positive pressure where frame applied intumescent seals are required.
G. Acceptable Manufacturers:
1. Perimeter Gasketing:
Adhesive Applied Hager 726 K.N. Crowder Reese
2. Door Bottom Sweeps:
Hager 750S K.N. Crowder Reese
3. Overhead Drip Guard Hager 810S K.N. Crowder Reese
2.12 DOOR POSITION SWITCHES
A. Provide door position switches for openings that require door monitoring.
B. Acceptable Manufacturers:
Non-Rated Hager 2-679-0626 Fire Rated GRI 184-12
2.13 FINISHES
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A. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if within range of approved samples. Noticeable variations in the same piece are not acceptable. Variations in appearance of other components are acceptable if they are within range of approved samples.
B. Comply with base material and finish requirements indicated by ANSI/BHMA A156.18 designations in hardware schedule.
PART 3 – EXECUTION
3.01 EXAMINATION
A. Examine doors and frames, with Installers present, for compliance with requirements for installation tolerances, labeled fire-rated door assembly construction, wall and floor construction, and other conditions affecting performance.
B. Examine roughing-in for electrical power systems to verify actual locations of wiring connections before electrified door hardware installation. Examine pathway elements intended for cables. Check raceways and other elements for compliance with space allocations, installation tolerances, hazards to cable installation, and other conditions affecting installation.
C. Notify Architect via a prepared written report and endorsed by Installer of any discrepancies between the door schedule, door types, drawings and scheduled hardware. Report will have a list of conditions detrimental to application, to the proper and timely completion of the work and performance of the hardware. Proceed only after such discrepancies or conflicts have been resolved in writing.
3.02 INSTALLATION
A. Install hardware using manufactures recommended fasteners and installation instructions, at height locations and clearance tolerances that comply with:
1. NFPA 80
2. NFPA 105
3. ICC/ANSI A117.1
4. ANSI/BHMA A156.115 Hardware Preparation in Steel Doors and Steel Frames
5. DHI Publication – Installation Guide for Doors and Hardware
6. Approved shop drawings
7. Approved finish hardware schedule
B. Install soffit mounted gaskets prior other soffit mounted hardware to provide a continuous seal around the perimeter of the opening without cutting or notching.
C. Install door closers so they are on the interior of the room side of the door. Stairwell doors will have closers mounted on the stair side and exterior doors will be mounted on the interior side of the building.
C. In drywall applications provide blocking material of sufficient type and size for hardware items that mount
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directly to the wall.
E. Locate wall mounted bumper to contact the trim of the operating trim.
F. Mount mop and kick plates flush with the bottom of the door and…
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