ESBD_466482_1762193555068_SOL_EXH_F.3_Statement of Work.pdf

DPS IOD Facilities

TEXAS DEPARTMENT OF PUBLIC SAFETY - STATEMENT OF WORK

The Texas Department of Public Safety (DPS) is soliciting bids for a minor construction project. See the attached statement of work, drawings and specifications for more information.

Project Kerrville DPS Entry 311 Sidney Baker South Kerrville, TX. 78028

Contract Monitor/Site Contact:

Michael Studebaker Project Manager DPS HQ, Austin Texas

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

michael.studebaker@dps.texas.gov The Contract Monitor is not authorized to make any representations or commitments of any kind on behalf of DPS or the State of Texas outside of contractual authority.

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

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

Table of Contents - Specification Sections Section 01 11 00 Summary of Work / Scope of Work Section 02 41 19 Selective Demolition Section 08 11 13 Hollow Metal Doors Section 08 14 16 Flush Wood Doors Section 08 41 13 Aluminum Entrances & Storefronts Section 08 71 00 Door Hardware Section 09 22 16 Non-Structural Metal Framing Section 09 29 00 Gypsum Board Section 09 91 23 Interior Painting

Appendixes

Kerrville Floor Plan Entry Picture Exterior door sign

Spec Rev. 10-01-2025

01 11 00 Page

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

SECTION 1.0 GENERAL

1.01 SCOPE OF WORK

This section outlines the scope of work included in the project. Refer to the appropriate drawings and specification sections for further information about installation, preparation methods, and components to be provided. The 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. See Contract Drawings for a complete understanding of demolition and construction scope. This list is generic in nature for major items and is intended only to give an overview of the general project scope.

2. Remove the existing storefront and replace storefront with an ADA-compliant access.

3. Glass on doors must be tinted to minimize light infiltration. All glass on adjacent windows must match the tint.

4. Replace damaged glass in the entry.

5. Install cordless window shades on exterior glass.

6. Locks to be installed must match existing locking mechanisms.

7. Install pull handles on the exterior of doors.

8. The door will have access controls installed by DPS. Ensure doors have hardware with the ability to work with access controls for operation. Manual electric panic bar / w/auto opener, including power transformer

– on active door.

9. Full mortise continuous hinges and through bolts on both doors.

10. The interior wooden door and frame must be replaced for the THP entrance.

11. Color should match the existing door and frame

12. Lock hardware must be the same as the current hardware.

13. The door must be ADA accessible.

14. Install a 9” X12” view window in the door.

15. Stub out as needed/ pull string to allow install of security cabling.

16. Repair and paint all painted surfaces in the entry. Match existing color.

17. Repair the HVAC air flow into the entry.

18. Replace the HVAC grille and return.

19. Replace all switches and receptacles in the entry.

20. Replace the light fixture and exit light in the entry with an LED fixture.

21. Replace vinyl lettering on entry doors.

22. Install signage on THP and DLD entry.

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

ADD ALTERNATE 1

1. Replace the entry door and frame to the DLD entrance.

2. The door must be ADA-compliant.

3. If the structure allows, remove and expand the entry wall to accommodate double doors.

4. All load-bearing walls shall be replaced with approved load-bearing support to the structure.

5. Locks to be installed to match existing locking mechanisms.

6. Install pull handles on the exterior of doors.

7. The door will have access controls installed by DPS. Ensure doors have hardware with the ability to work with access controls for operation. Manual electric panic bar / w/auto opener, including power transformer

– on active door

8. Full mortise continuous hinges and through bolts on both doors.

9. Repair the flooring, walls, and ceiling area of wall removal. Match existing product.

01 11 00 Page

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 the 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 its 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 downtime 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 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 phenomena (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, and 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 that exists between the requirements of the plans, specifications, codes, rules, and regulations shall be immediately brought to the attention of the DPS Contract Monitor or designated representative, in writing, for resolution.

7. Applicable publications: Publications listed herein form a part of these specifications 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, the 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 Sub-Contractors and also coordinate with DPS on portions of the work done by DPS employees or subcontractors.

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 the DPS Contract

Monitor or designated representative before proceeding.

16. Manufacturer's Certificates:

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

1. Provide:

a. Manufacturer’s technical data.

b. Application or installation instructions.

c. Substitution Request Form, if necessary.

2. Provide a 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 the DPS-designated representative.

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 the 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 before 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 their work location(s) for a workday are different from the schedule. The Contractor shall update their 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 by authorized DPS personnel.

2. Any Propane tanks, gas cylinders, or other flammable/hazardous materials must be secured and stored in a safe industry-accepted 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 the 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's 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 the 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 that new component material needs to be altered if the first attempt fails to fit the opening.

5. Contractor will be required to provide an operational 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 the DPS Office of General Counsel. Counsel may advise as to the warranty details that are not in compliance with state law or must be changed to not violate agency policy.

1.10 DEFINITIONS

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

2. Contractor: Primary party responsible for the 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 the 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. The project may be constructed under a single prime contract at the discretion of DPS.

2. Contractor may be mandated to make a scheduled site visit before sending in their bid proposal.

3. DPS reserves the right to revise the scope of work. In such cases, DPS will send out an addendum with a revised scope of work.

1.13 WARRANTY

1. Contractor shall furnish a single, written warranty covering 100% of the new material and labor costs protecting the owner, for a period of one (1) year from the 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 the part of the Contractor or Sub-Contractor forces, the Primary Contractor shall be responsible for replacement at no cost to the DPS.

3. Refer to specific sections of the specification for systems and product warranty requirements. Verify with the Manufacturer of proposed systems and products that specified warranty requirements are acceptable, without exception, before 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 before 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.

5. If requested by DPS, submit a letter from the manufacturer acknowledging that completed Work is acceptable and that the 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 before issuing payments to the Contractor. Inspections will be done by the DPS Contract Monitor or designated representative and may be conducted at any time, before 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 before rendering any final payments.

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

1.15 PERMITS

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

1.16 PRE-JOB DAMAGE SURVEY OF FACILITY

1. Perform a thorough pre-job survey of the property and all affected and adjacent areas of the building with DPS before starting the work to document existing damage. Damaged items identified during the survey will not be the responsibility of the 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 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 the DPS Contract Monitor or designated representative. 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 the 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 the cost of any corrective measures is the responsibility of the Contractor.

5. The Contractor is responsible for notifying the DPS Contract Monitor or designated representative 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 the DPS Contract Monitor to commence work is given.

6. Ensure preparatory works are correctly done before the main work.

END OF SUMMARY OF WORK

JUNE 01, 2016 DPS IOD Facilities

Spec Rev. 06-2016

1 02 41 19 Page

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 a minimum of one week before 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

2 02 41 19 Page

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

B. Cooperate with the Owner in scheduling noisy operations and waste removal that may impact the

Owner's operation and in adjoining spaces.

C. Coordinate utility and building service interruptions with the 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 the structure appears to be in danger and notify the Contract Monitor or designated representative. Do not resume operations until directed.

C. Notify Contract Monitor upon discovery of unknown hazardous materials.

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

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

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

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

1. Protect TXDPS’s personnel and the 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 the general public to and from occupied portions on site.

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

4. Protect from damage the 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 02 41 19 Page

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 the 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 the spread of dust, odors, and noise to permit continued Owner occupancy.

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

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

H. Do not close or obstruct the 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 the 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 a protective envelope and securely attach to each disassembled, salvaged item.

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

4 02 41 19 Page

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

D. Cease operations immediately when the 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 the utility is not completely removed.

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

H. Demolish in an 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 the 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 a clean condition.

L. Remove temporary Work.

END OF SECTION

JUNE 13, 2016 DPS IOD Facilities

1 08 11 13 Page

SECTION 08 11 13 – HOLLOW METAL DOORS

1.1 RELATED DOCUMENTS

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

1.2 SECTION INCLUDES

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

1.3 QUALITY ASSURANCE

A. Conform to the requirements of SDI-100.

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

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

1.4 SUBMITTALS

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

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

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

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

E. Submit manufacturer’s product literature.

1.5 DELIVERY, STORAGE, AND PROTECTION

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

REQUIREMENTS.

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

C. Break seal on-site to permit ventilation.

1.6 FIELD MEASUREMENTS

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

1.7 COORDINATION

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

2 08 11 13 Page

PART 2 – PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS - DOORS AND WELDED UNIT FRAMES

A. Amweld Building Products, LLC.

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

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

D. Curries Company; an Assa Abloy Group company.

E. Steelcraft, an Ingersoll-Rand company.

F. Submit equal for approval.

2.2 DOORS AND FRAMES

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

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

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

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

2.3 DOOR CORE

A. Core Types

1. Fire-Rated Doors: Mineral fiberboard.

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

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

2.4 ACCESSORIES

A. Rubber Silencers: Resilient rubber.

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

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

2.5 FABRICATION

A. Fabricate frames as a welded unit. Grind welds smooth before delivery.

B. Fabricate frames and doors with hardware reinforcement plates (for locks, closers, and other items

3 08 11 13 Page attached to doors and frames) welded in place. Provide mortar guard boxes.

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

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

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

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

2.6 FINISH

A. Manufacturer's standard baked-on primer.

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

3.1 EXAMINATION

A. Verify that opening sizes and tolerances are acceptable.

B. Verify surfaces and conditions are ready to receive the work of this section. Notify DPS Contract Monitor or designated representative of any existing conditions that will adversely affect execution. The beginning of execution will constitute acceptance of existing conditions.

3.2 INSTALLATION

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

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

C. Coordinate with adjacent construction for anchor placement.

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

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

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

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

3.3 TOLERANCES

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

4 08 11 13 Page

3.4 ADJUSTING AND CLEANING

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

SECTION 08 15 16 – FLUSH WOOD DOORS

1.1 SUMMARY

A. Section Includes:

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

2. Factory-finished flush wood doors.

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

1.2 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 the furnace shall be established at 40 inches(1000 mm) or less above the sill.

2. Oversize, Fire-Rated Wood Doors: For door assemblies exceeding the sizes of tested assemblies, provide an oversized 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 with a temperature rise rating of 450 degrees F(250 degrees C) maximum in 30 minutes of fire exposure.

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

1.3 DELIVERY, STORAGE, AND HANDLING

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

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

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

1.4 PROJECT CONDITIONS

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

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

2. Warranty shall be in effect during the following period of time from the 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 DPS Approved 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 doors hung in the same opening or separated only by mullions.

5. Room Match: Match door faces within each separate room or building area. 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 the 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 the core, and then the entire unit abrasive planed before veneering.

C. Fire-Rated Doors:

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

2. Blocking: For mineral-core doors, provide composite blocking with an 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 labeled and listed for kinds of applications 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 the Architect before 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 standards for fitting. Comply with requirements in NFPA 80 for fire-rated doors.

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

2.5 FACTORY FINISHING

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

B. Finish doors at factory.

C. Transparent Finish:

1. Grade: AWI Certified Premium Grade.

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

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

PART 3 – EXECUTION

3.1 EXAMINATION

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

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

2. Reject doors with defects.

3. Verify AWI Premium Grade quality has been received.

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

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

B. Manufacturer's Written Instructions: Install doors to comply with the 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 the 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 the work complies with requirements and shows no evidence of repair or refinishing.

08 41 13

SECTION 08 41 13 - ALUMINUM ENTRANCES AND STOREFRONTS

PART 1 – GENERAL

1.1 RELATED DOCUMENTS

A. Drawings, General Conditions of the Contract for Construction, Supplementary Conditions, and General Requirements apply to the Work of this Section.

1.2 SECTION INCLUDES

A. Aluminum doors and frames.

B. Door hardware.

C. Integral air and vapor barrier.

1.3 RELATED SECTIONS

A. Section 05500 - Metal Fabrication: Metal-fabricated attachment devices.

B. Section 07900 – Joint Sealers: System perimeter sealant and back-up materials.

C. Section 08700 - Hardware: Standard requirements for hardware.

D. Section 08800 – Glazing: Glazing, gaskets, and glazing accessories.

1.4 REFERENCES

A. AADAF - 45 - Designation System for Aluminum Finishes.

B. AAMA - Metal Curtain Wall, Window, Store Front, and Entrance - Guide Specifications Manual.

C. AAMA CW-10 - Care and Handling of Architectural Aluminum From Shop to Site.

D. AAMA 607.1 - Specifications and Inspection Methods for Clear Anodic Finishes for Architectural Aluminum.

E. AAMA 1503.1 - Test Method for Thermal Transmittance and Condensation Resistance of Windows, Doors, and Glazed Wall Sections.

F. AAMA SFM-1 - Aluminum Storefront and Entrance Manual.

G. ANSI/ASTM A36 - Structural Steel.

H. ASTM A123 - Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products.

I. ANSI/ASTM B209 - Aluminum and Aluminum-Alloy Sheet and Plate.

J. ANSI/ASTM B221 - Aluminum-Alloy Extruded Bar, Rod, Wire, Shape, and Tube.

K. ANSI/ASTM E283 - Rate of Air Leakage through Exterior Windows, Curtain Walls and Doors.

L. ANSI/ASTM E330 - Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform

Static Air Pressure Difference.

M. ANSI/ASTM E331 - Test Method for Water Penetration of Exterior Windows, Curtain Walls, and Doors by

Uniform Static Air Pressure Difference.

N. ASCE 7-95 - Minimum Design Loads for Buildings and Other Structures.

O. 36 CFR 1191 - Accessibility Guidelines for Buildings and Facilities.

1.5 SYSTEM DESCRIPTION

A. Aluminum entrances and storefront system includes tubular aluminum sections, shop-fabricated, factory pre-finished, vision glass, related flashings, anchorage, and attachment devices.

1.6 PERFORMANCE REQUIREMENTS

A. Design and size components to withstand dead loads and live loads caused by positive and negative wind pressure acting normal to the plane of the wall as calculated in accordance with ASCE 7-05 and as measured in accordance with ASTM E330.

B. Limit mullion deflection to the flexure limit of glass with full recovery of glazing materials.

C. System to accommodate, without damage to components or deterioration of seals, movement within the system, movement between the system and peripheral construction, dynamic loading and release of loads, and deflection of structural support framing.

D. Limit air leakage through assembly to 0.06 cfm/min/sq. ft. of wall area, measured at a reference differential pressure across assembly of 6.24 psf as measured in accordance with ANSI/ASTM E283.

E. Vapor Seal: Limit vapor seal with interior atmospheric pressure of 1 inch sp, 72 degrees F., 40 percent

RH: no failure.

F. Water Leakage: None, when measured in accordance with ASTM E331 with a test pressure difference of

20 percent of design pressure, with a minimum differential of 2.86 lbf/sq ft and a maximum of 12.0 lbf/sq ft.

G. Thermal Transmittance of assembly (Excluding Entrances): Maximum U value of 0.69 Btu/sq. ft. per hour per deg F when measured in accordance with AAMA 1503.1.

H. System to provide for expansion and contraction within system components caused by a cycling temperature range of 170 degrees F. over a 12-hour period without causing detrimental effects to system components.

I. Drain water-entering joints, condensation occurring in glazing channels, or migrating moisture occurring within the system to the exterior by a weep drainage network.

1.7 SUBMITTALS

A. Shop Drawings: Indicate system dimensions; framed opening requirements and tolerances; affected related work, expansion, contraction joint location, and details.

B. Product Data: Provide component dimensions; describe components within assembly, anchorage, and fasteners, glass and infill, door hardware, and internal drainage details.

C. Samples: Submit four samples, 6 inches long, illustrating pre-finished aluminum.

D. Certificates: Manufacturers' Certificates certifying that the Products meet or exceed specified requirements.

1.8 QUALITY ASSURANCE

A. General

1. Perform Work in accordance with AAMA SFM-1 and AAMA-Metal Curtain Wall, Window, Store

Front, and Entrance - Guide Specifications Manual.

B. Qualifications

1. Manufacturer: Company specializing in manufacturing aluminum glazing systems with a minimum of three years’ experience.

1.9 DELIVERY, STORAGE, AND HANDLING

A. Deliver, store, protect, and handle products to the site under the provisions of Section 01 65 00.

B. Handle work of this Section in accordance with AAMA CW-10.

C. Protect pre-finished aluminum surfaces with wrapping. Do not use adhesive papers or sprayed coatings, which bond when exposed to sunlight or weather.

1.10 FIELD MEASUREMENTS

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

1.11 WARRANTY

A. Provide a five-year warranty.

B. Warranty: Include coverage for the complete system for failure to meet specified requirements.

2.1 ACCEPTABLE MANUFACTURERS

A. Aluminum Products

1. Kawneer Co., Inc., Niles, MI.

2. Architectural Products; Terrell, TX.

3. Indal LTD, Tubelite Division; Reed City, MI.

4. Vistawall Architectural Products;

B. Substitutions may be submitted for review and approval.

2.2 MATERIALS

A. Extruded Aluminum: ANSI/ASTM B221; 6063 alloy, T5 temper.

B. Sheet Aluminum: ANSI/ASTM B209; 3003 alloy, H14 temper.

C. Fasteners

1. Concealed: Stainless or galvanized steel.

2. Exposed: Stainless steel or aluminum.

D. Shop and Touch-Up Primer for Steel Components: SSPC 15, Type 1, red oxide.

2.3 COMPONENTS

A. Frame: 2 x 4 1/2 inch nominal dimension; flush glazing stops; drainage holes; internal weep drainage system.

B. Doors: 1-3/4 inches thick, 5-inch nominal wide top rail, 5-inch nominal wide vertical stiles, 12-inch nominal wide bottom rail; beveled glazing stops.

C. Flashings: .040-inch-thick aluminum; finish to match mullion sections where exposed.

D. Sealant and Backing Materials: As specified in Section 079000 - Joint Sealers.

E. Glass and Glazing Materials: As specified in Section 088000 - Glazing.

F. Bituminous Paint: As specified in Section 099000 – Painting.

G. Weather-stripping: Manufacturer’s standard wool pile, continuous and replaceable.

H. Sill Sweep Strips: Resilient seal type of neoprene compound.

I. Hardware

1. Based on products manufactured by Adams Rite, Hager, Pemko, McKinney, Stanley, Sargent, Yale, Corbin/Russwin, Securitron, Rockwood, and components of other manufacturers will be acceptable provided they comply with standards specified in Section 08710 – Hardware Schedule.

2. Provide all components required to make every opening functional based on hardware scheduled for similar openings and the referenced codes.

2.4 FABRICATION

A. Fabricate components with minimum clearances and shim spacing around the perimeter of the assembly, yet enabling installation and dynamic movement of the perimeter seal.

B. Accurately fit and secure joints and corners. Make joints flush, hairline, and weatherproof.

C. Prepare components to receive anchor devices. Fabricate anchors.

D. Arrange fasteners and attachments to conceal from view.

E. Prepare components with internal reinforcement for door hardware.

2.5 FINISHES

A. Exposed Aluminum Surfaces: Clear anodized conforming AA Class I, M10C22A31, and AAMA 607.1.

B. Concealed Steel Items: Primed with iron oxide paint.

C. Apply one coat of bituminous paint to concealed aluminum and steel surfaces in contact with cementitious or dissimilar materials.

A. Verify site-opening conditions.

B. Verify dimensions, tolerances, and method of attachment with other work.

C. Verify wall openings and adjoining air and vapor seal materials are ready to receive work of this Section.

A. Install…