ITB AttG Technical Specifications.pdf

TABLE OF CONTENTS TS-i Summer Lake Wildlife Area 6 Bay Garage Doors Engineering Project # 24-026

TECHNICAL SPECIFICATIONS

SUMMER LAKE WILDLIFE AREA GARAGE DOORS

TABLE OF CONTENTS

Division .... Section Title .................................................................................................... ...…Page Number

DIVISION 01 – GENERAL REQUIREMENTS

01 09 00 Reference Standards ....................................................................................................... TS-3 01 10 00 Summary of Work .......................................................................................................... TS-7 01 22 00 Measurement and Payment ............................................................................................ TS-9 01 33 00 Submittal Procedures ...................................................................................................... TS-11 01 35 13 Project Procedures .......................................................................................................... TS-15 01 60 00 Product Requirements .................................................................................................... TS-17

DIVISION 08 – OPENINGS

08 36 00 OVERHEAD PANEL DOORS ...................................................................................... TS-21

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ITB S-63500-00012781 - Summer Lake Wildlife Area 6 Car Garage Doors

REFERENCE STANDARDS TS-1

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DIVISION 01 – GENERAL REQUIREMENTS

REFERENCE STANDARDS TS-2

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REFERENCE STANDARDS TS-3

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SECTION 01 09 10 – REFERENCE STANDARDS

PART 1 – GENERAL

1.1 QUALITY ASSURANCE

A. Titles of Sections and Paragraphs: Captions accompanying Technical Specification sections and paragraphs are for convenience of reference only and are not to be used to define the limits of subcontracts.

B. Applicable publications: Whenever in these Technical Specifications references are made to published specifications, codes, standards, or other requirements, it shall be understood that wherever no date is specified, only the latest specifications, standards, or requirements of the respective issuing agencies which have been published as of the date that the Work is advertised for bids, shall apply; except to the extent that said standards or requirements may be in conflict with applicable laws, ordinances, or governing codes. No requirements set forth herein or shown on the Drawings shall be waived because of any provision of, or omission from, said standards or requirements.

C. Without limiting the generality of other requirements of the Technical Specifications, all Work specified herein shall conform to or exceed the requirements of applicable codes and the applicable requirements of the following documents to the extent that the provisions of such documents are not in conflict with the requirements of these Technical Specifications nor the applicable codes.

D. In case of conflict between codes, reference standards, Drawings and the other Contract Documents, the most stringent requirements shall govern. Conflicts shall be brought to the attention of the Owner’s Authorized Representative for written clarification and directions prior to ordering or providing any materials or labor.

E. Applicable Standard Technical Specifications: The Contractor shall construct the Work specified herein in accordance with the requirements of the Contract Documents and the referenced portions of those referenced codes, standards, and specifications listed herein (except, that wherever references to “Standard Specifications” are made, the provisions therein for measurement and payment shall not apply).

F. References herein to “OSHA Regulations for Construction” shall mean Title 29, Part 1926, Construction Safety and Health Regulations, Code of Federal Regulations (OSHA), including all changes and amendments thereto.

G. References herein to “OSHA Standards” shall mean Title 29, Part 1910, Occupational Safety and Health Standards, Code of Federal Regulations (OSHA), including all changes and amendments thereto.

1.2 REFERENCE SPECIFICATIONS, CODES AND STANDARDS

A. THE FOLLOWING DOCUMENTS OR AGENCIES MAY BE REFERENCED IN THE

CONTRACT DOCUMENTS

AA Aluminum Association AABC Associated Air Balance Council AAMA Architectural Aluminum Manufacturers Association AAR Association of American Railroads AASHTO American Association of State Highway and Transportation Officials AATCC American Association of Textile Chemists and Colorists ACI American Concrete Institute ADC Air Duct Council

REFERENCE STANDARDS TS-4

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AEIC Associated Edison Illuminating Companies ABMA American Bearing Manufacturers Association, Inc.

AGA American Gas Association AGC Associated General Contractors of America AGMA American Gear Manufacturers Association AHAM Association of Home Appliance Manufacturers AI The Asphalt Institute AIA American Institute of Architects AISC American Institute of Steel Construction AISI American Iron and Steel Institute AITC American Institute of Timber Construction AMCA Air Movement and Control Association International, Inc.

ANS American Nuclear Society ANSI American National Standards Institute, Inc.

APA APA-The Engineered Wood Association API American Petroleum Institute APWA American Public Works Association AREA American Railway Engineering Association AHRI Air-Conditioning, Heating, and Refrigeration Institute ASA Acoustical Society of America ASABE American Society of Agricultural and Biological Engineers ASCE American Society of Civil Engineers ASHRAE American Society of Heating, Refrigerating, and Air Conditioning

Engineers ASLE American Society of Lubricating Engineers ASME American Society of Mechanical Engineers ASPA American Sod Producers Association ASQC American Society of Quality Control ASSE American Society of Sanitary Engineers ASTM American Society for Testing and Materials AWPA American Wood Preservers Association AWPI American Wood Preservers Institute AWS American Welding Society AWWA American Water Works Association BBC Basic Building Code, Building Officials and Code Administrators

International BHMA Builders Hardware Manufacturer’s Association CBM Certified Ballast Manufacturers CDA Copper Development Association CEMA Conveyors Equipment Manufacturers Association CGA Compressed Gas Association CLPCA California Lathing and Plastering Contractors Association CLFMI Chain Link Fence Manufacturers Institute CMA Concrete Masonry Association COE Corp of Engineers CRSI Concrete Reinforcing Steel Institute CSI Construction Specifications Institute DCDMA Diamond Core Drill Manufacturers Association

REFERENCE STANDARDS TS-5

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DOE Department of Ecology DOT Department of Transportation EEI Edison Electric Institute EIA Electronic Industries Association EJCDC Engineer’s Joint Contract Documents Committee EJMA Expansion Joint Manufacturer’s Association EPA Environmental Protection Agency ETL Electrical Test Laboratories FGMA Flat Glass Marketing Association FM Factory Mutual FS Federal Specification GA Gypsum Association IBC International Building Code ICBO International Conference of Building Officials ICC Interstate Commerce Commission IEEE Institute of Electrical and Electronics Engineers IES Illuminating Engineering Society IME Institute of Makers of Explosives IMIA International Masonry Industry All-Weather Council IP Institute of Petroleum (London) IPC Institute of Printed Circuits IPCEA Insulated Power Cable Engineers Association ISA Instrument Society of America ISO International Organization for Standardization ITE Institute of Traffic Engineers MBMA Metal Building Manufacturer’s Association MFMA Maple Flooring Manufacturer’s Association MIL Military Specification ML/SFA Metal Lath/Steel Framing Association MPTA Mechanical Power Transmission Association MTI Marine Testing Institute NAAMM National Association of Architectural Metal Manufacturers NACE National Association of Corrosion Engineers NBS National Bureau of Standards NCCLS National Committee for Clinical Laboratory Standards NEBB National Environmental Balancing Bureau NEC National Electrical Code NEMA National Electrical Manufacturer’s Association NESC National Electric Safety Code NFPA National Fire Protection Association NLGI National Lubricating Grease Institute NMA National Microfilm Association NWMA National Woodwork Manufacturers Association OAC Oregon Administrative Code ODOT Oregon Department of Transportation OSSC Oregon Structural Specialty Code OSEPA Oregon State Environmental Protection Agency OSHA Occupational Safety and Health Administration

REFERENCE STANDARDS TS-6

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PCA Portland Cement Association PCI Prestressed Concrete Institute PS Product Standard RCO Revised Code of Oregon RIS Redwood Inspection Service RVIA Recreational Vehicle Industry Association RWMA Resistance Welder Manufacturers Association SAE Society of Automotive Engineers SAMA Scientific Apparatus Makers Association SDI Steel Deck Institute SDI Steel Door Institute SIS Swedish Standards Association SJI Steel Joist Institute SMA Screen Manufacturers Association SMACCNA Sheet Metal and Air Conditioning Contractors National Association SPR Simplified Practice Recommendation SSBC Southern Standard Building Code, Southern Building Code Congress SSPC Steel Structures Painting Council SSPWC Standard Specifications for Public Works Construction TAPPI Technical Association of the Pulp and Paper Industry TFI The Fertilizer Institute UL Underwriters Laboratories, Inc.

WCLIB West Coast Lumber Inspection Bureau WCRSI Western Concrete Reinforcing Steel Institute WIC Woodwork Institute of California WRI Wire Reinforcement Institute, Inc.

WSDOT Washington State Department of Transportation WWPA Western Wood Products Association

1.3 STANDARD SPECIFICATIONS

A. Where indicated in these Contract Documents, Work shall be in accordance with the referenced sections of the most current edition of the Oregon Standard Specifications for Construction, hereinafter referred to as “Standard Specifications.”

B. The Technical Specifications of these Contract Documents shall supersede any provisions of the Standard Specifications in conflict herewith.

C. Reference to measurements and payment in the Standard Specifications do not apply to this Contract.

D. References to department, secretary, state, or other similar terms in the Standard Specifications shall mean Owner’s Authorized Representative.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

END OF SECTION 01 09 10

TS-7 Summary of Work Summer Lake Wildlife Area 6 Bay Garage Doors Engineering Project # 24-026

SECTION 01 10 00 – SUMMARY OF WORK

PART 1 – GENERAL

1.1 SECTION INCLUDES

A. This Section includes a general description of the Work required for this Contract.

1.2 CONTRACT DOCUMENTS

A. This Project shall be constructed in accordance with:

1. Summer Lake Wildlife Area: 6-Bay Garage Door Installation – Project Manual.

2. Oregon Standard Specifications for Construction, Current Edition.

B. Standard Plans or Specifications, when referenced in this Project Manual, shall mean Oregon Standard Specifications for Construction, most current edition; Volume 2; Technical Specifications. A copy of this document shall be onsite during construction.

1.3 PROJECT DESCRIPTION

A. Contractor shall provide all necessary expertise, labor, equipment, materials and incidentals required to perform the garage door installations, including but not limited to:

1. Removal and dispose of existing garage doors.

2. Installation of six(6) new overhead garage doors.

3. Installation of two(2) electric door openers.

B. The Work to be performed under this Contract shall consist of furnishing tools, equipment, materials, supplies, manufactured articles, and for furnishing transportation and services, including fuel, power, water, and essential communications, and for the performance of all labor, work, or other operations required for the fulfillment of the Contract in strict accordance with the Contract Documents. Refer to Work by Owner in paragraph 1.4 below.

1.4 WORK BY OWNER

A. The Owner will furnish the following items as noted on the Drawings:

1. Electric power as needed.

1.5 LABOR AND SAFETY STANDARDS

A. All Work shall be done in accordance with these Technical Specifications and requirements of the State of Oregon and OSHA standards. Tests have confirmed presence of lead-based paint in the existing painted surfaces. Removal must follow lead-based paint removal and disposal procedures.

1.6 PROJECT CONDITIONS

A. The Contractor shall coordinate the Work with the Owner’s Authorized Representative to minimize disturbance of ongoing wildlife area operations.

1.7 WORK AND STORAGE AREA

A. The primary Work, storage, and staging areas will be designated by the Owner’s Authorized Representative and shall be available to the Contractor for Work including all functions incidental to the Work and storage areas during the construction period. All operations and storage of materials by the Contractor shall be confined to the immediate Work area and other approved areas as directed by the Wildlife Area Manager

1.8 ACCESS TO THE WORK AREA

A. The Contractor shall repair any damage to access facilities and roadways for which the

Contractor is responsible and shall restore them to conditions at least equaling preconstruction conditions.

TS-8 Summary of Work Summer

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B. The Contractor shall take reasonable measures to limit entry of unauthorized persons and vehicles to the Work areas and to allow for access for employees, agents, etc., required for the performance of this Contract, and to authorized personnel of Federal, State, and local agencies, and to others having a right thereto.

1.9 SUBSTANTIAL COMPLETION

A. Substantial Completion dates are listed in the ITB.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

END OF SECTION 01 10 00

TS-9 Measurement and Payment

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SECTION 01 22 00 – MEASUREMENT AND PAYMENT

PART 1 – GENERAL

1.1 MEASUREMENT AND PAYMENT AND DESCRIPTION OF BID ITEMS

A. Partial payment of bid items shall be in conformance with the General Conditions. Partial payment for Work completed, and materials installed which will become an integral part of the finished Work, shall be determined by the Owner’s Authorized Representative, and shall be made on the basis of duly certified and approved estimates of the Work, which, in the opinion of the Owner’s Authorized Representative, has been satisfactorily completed. It is understood that the determination by the Owner’s Authorized Representative as to whether or not a certificate or estimate for payment should be issued, or the amount of said payment, shall be based entirely upon the opinion of the Owner’s Authorized Representative. Said determination shall include without limitation the following factors:

1. All phases of the Work being accomplished in a proper manner and being pursued in a proper sequence of operation, particularly with regard to testing, cleanup, and surface restoration.

2. The observance by the Contractor of the requirement that all Work and operations be preceded by necessary submittals and approvals.

3. On the monthly estimates, partial payments for Work performed but not completed, may be made in accordance State of Oregon General Conditions for Public Improvement Contracts (General Conditions).

4. Retainage may be deducted from the above amounts as specified in the Contract.

a. The Contract price shall constitute full compensation for furnishing all plant, labor, equipment and materials, mobilization, demobilization, travel, and performing all operations required to complete the Work, as specified or incidental to, and as shown on the Drawings and Technical Specifications.

1.2 BASE BID

A. GENERAL

1. Bid Item – Mobilization, Demobilization and Bonding – Lump Sum The lump sum bid price for mobilization, demobilization and bonding includes preparatory work and operations necessary for the movement of personnel, equipment, supplies, and incidentals to and from the Project Site. Costs for bonds, and insurance for the Work; site cleanup during the Project and at the completion of the Project; and for other operations performed or costs incurred before the beginning of the Work.

2. Bid Item – Overhead Garage Doors – Lump Sum The lump sum bid price for Overhead Garage Doors shall include all labor, materials, and equipment necessary for the installation of a new wood garage doors. Item incudes, but not limited to, custom, recessed panel design wood doors, complete with track and other components required for the installation. Doors must match original in panel design/construction.

3. Bid Item – Electric Door Opener – Lump Sum The lump sum bid price for Electric Door Opener shall include all labor, materials, and equipment necessary to add electric door openers to selected overhead garage doors. Items includes, but not limited to, electric opener, mechanical disconnect, safety photocell, TS-10 Measurement and Payment

6 Bay Garage Doors Engineering Project # 24-026 keyless entry mounted on exterior and push button door opener on interior, and 2 vehicle push buttons.

PART 3 – EXECUTION (NOT USED)

END OF SECTION 01 22 00

TS-11 Submittal Procedures

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SECTION 01 33 00 – SUBMITTAL PROCEDURES

PART – GENERAL

1.1 RELATED REQUIREMENTS SPECIFIED ELSEWHERE

A. Other provisions pertaining to submittals are included in the General Conditions, the

Supplementary General Conditions, and in the various Sections of the Technical Specifications.

1.2 SUBMITTAL REQUIREMENTS

A. General:

1. All submittals shall be identified by Project title and number and shall include Contractor’s name, date, and revision date. In addition, shop drawings, product data, and samples shall include names of subcontractor and supplier, applicable Technical Specification Section number and Contractor’s stamp, initialed or signed, certifying to review of submittal, verification of field measurements, and compliance with Contract Documents.

2. All submittals shall be accompanied by a submittal transmittal form. Equipment numbers shall be listed for items being submitted. A separate form shall be used for each specific item, class of material, equipment, and items specified in separate, discrete sections, for which the submittal is required. Submittals for various items shall be made with a single form when the items taken together constitute a manufacturer’s package or are so functionally related that expediency indicates checking or review of the group or package as a whole.

3. A unique number, sequentially assigned, shall be noted on the transmittal form accompanying each item submitted. Original submittal numbers shall have the following format: “XXX”; where “XXX” is the sequential number assigned by the Contractor.

Resubmittal shall have the following format: “XXX-Y”; where “XXX” is the originally assigned submittal number and “Y” is a sequential letter assigned for resubmittals; i.e., A, B, or C being the 1st, 2nd, and 3rd resubmittals, respectively. Submittal 25B, for example, is the second resubmittal of Submittal 25.

4. Submittal Completeness: Submittals which do not have all the information required to be submitted are not acceptable and will be returned without review.

B. Shop Drawings: Submit two (2) copies of each shop drawing required by the Technical Specifications. Show the information, dimensions, connections, and other details necessary to ensure that the shop drawings accurately interpret the Contract Documents. Show adjoining Work in such detail as required indicating proper connections. Where adjoining connected Work requires shop drawings or product data, submit such information for review at the same time so that connections can be accurately checked.

C. Product Data: Submit two (2) copies of each item of product data required by the Technical Specifications. Modify product data by deleting information which is not applicable to the Project or by marking each copy to identify pertinent products. Supplement standard in-formation, if necessary, to provide additional information applicable to Project. It is recognized that in some cases manufacturer’s product data will be adequate and further shop drawings as stated in the Technical Specifications may not be required, unless requested by the Owner’s Authorized Representative.

D. Samples:

TS-12 Submittal Procedures

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1. Submit two (2) of each sample required by the Technical Specifications (unless specific number is specified). Samples shall show the quality, type, range of color, finish, and texture of the material intended to be furnished for the Work.

2. Samples shall become the property of the Owner unless specifically stated otherwise and will not be incorporated in the Work.

E. Review Procedure: Unless otherwise specified, within ten (10) to fourteen (14) days after receipt of the submittal, the Owner’s Authorized Representative will review the submittal.

The returned submittal will indicate one of the following actions:

1. If the review indicates that the material, equipment, or work method is in general conformance with the design concept and complies with the Drawings and Technical Specifications, submittal copies will be marked “NO EXCEPTION TAKEN” and given review action 1. In this event, the Contractor may begin to implement the work method or incorporate the material or equipment covered by the submittal.

2. If the review indicates that limited corrections are required, copies will be marked “NOTE MARKINGS” and given review action 2. The Contractor may begin implementing the work method or incorporating the material and equipment covered by the submittal in accordance with the noted corrections. Where submittal information will be incorporated in O&M data, a corrected copy shall be provided; otherwise, no further action is required.

3. If the review reveals that the submittal is insufficient or contains incorrect data, copies will be marked “COMMENTS ATTACHED.” If the comments are of a nature that can be confirmed without a resubmittal, copies will be further marked “CONFIRM” and given review action 3. If the comments require a revision and resubmittal, copies will be further marked “RESUBMIT” and given review action 4. Except at their own risk, the Contractor shall not undertake Work covered by this submittal until the attached comments have been either confirmed by a separate written communication or the submittal has been revised, resubmitted, and returned marked with “NO EXCEPTIONS TAKEN” or “NOTE MARKINGS.”

4. If the review indicates that the material, equipment, or work method is not in general conformance with the design concept or in compliance with the Drawings and Technical Specifications, copies of the submittal will be marked “REJECTED” and given review action 5. Except at their own risk, the Contractor shall not undertake Work covered by such submittals until a new submittal is made and returned marked either “NO EXCEPTIONS TAKEN” or “NOTE MARKINGS.”

F. Effects of Review of Contractor’s Submittals: Review of Drawings, method of work, or information regarding materials or equipment the Contractor proposes to provide, shall not relieve the Contractor of its responsibility for errors therein and shall not be regarded as an assumption of risks or liability by the Owner, and the Contractor shall have no claim under the Contract on account of the failure, or partial failure, of the method of work, material, or equipment so reviewed. A mark of “NO EXCEPTIONS TAKEN” or “NOTE MARKINGS” shall mean that the Owner’s Authorized Representative has no objection to the Contractor, upon the Contractor’s own responsibility, using the plan or method of work proposed, or providing the materials or equipment proposed.

1.3 SCHEDULE

A. The Contractor shall provide the following schedules and submit them not later than seven

(7) days after notice to proceed.

1. Contractor’s construction schedule:

TS-13

a. The Contractor shall prepare and submit to the Owner’s Authorized Representative for review an overall construction schedule covering all Work to be performed.

b. The schedule shall indicate the sequence of the Work, the time of starting and completion of each part, and the installation dates for major items.

c. The schedule shall be submitted to the Owner’s Authorized Representative for review. This schedule shall be revised and resubmitted as necessary until it is acceptable to the Owner’s Authorized Representative. Action on payment requests will be contingent upon receipt of an acceptable construction schedule.

2. The construction schedule shall include, but not be limited to the following items:

a. Shop drawing receipt from Contractor, submitted to Owner’s Authorized

Representative, review, and return to Contractor.

b. Material and equipment order, delivery, installation, and check out.

c. Installation of equipment.

d. Substantial Completion of improvements.

e. Final cleanup.

f. Testing activities.

g. Allowance for inclement weather.

3. The construction schedule shall be a series of line diagram showing a step by step sequence of each construction activity. Construction activities proceeding simultaneously should be shown as parallel lines. Each activity shall be labeled and the estimated number of days to complete the activity shall be shown on the schedule.

4. Should the Contractor fail to meet any critical dates within the schedule, the Contractor shall immediately undertake appropriate action which shall assure an acceptable return to the approved construction schedule.

5. The Contractor accepts the risk of any delays caused by the rate of progress of the Work to be performed under the Contract, and that in the event the Contractor is delayed in the prosecution and completion of its Work because of such conditions; Contractor shall have no claim for damages or Contract adjustment.

B. Contractor’s List of Subcontractors: Establish the items of Work proposed to be accomplished by subcontractors, the name and address of each proposed subcontractor, and the date proposed to award each subcontract.

C. Schedule of Submittals: Establish for each item for which shop drawings, product data, or samples are required, the date of submission will be made, and the date approval is required for the installation to be completed in accordance with the Construction Schedule.

D. The Contractor’s list of subcontractors and schedule of submittals shall be based upon the Contractor’s progress schedule so that the Work can progress in accordance with the approved progress schedule.

E. The Contractor shall immediately advise the Owner’s Authorized Representative of any proposed changes in his submitted schedules. If, in the opinion of the Owner’s Authorized Representative, any submitted schedule is inadequate to ensure completion of Work within the time limit or is otherwise not in accordance with the Technical Specification, or if the Work is not being adequately or properly prosecuted in any respect, the Owner’s Authorized Representative shall have the right to require the Contractor to submit new schedules providing for proper and timely completion of the Work.

F. During the term of this Contract, the Owner’s Authorized Representative may require any schedule to be modified so that the changes in the Work of this Contract or related contracts (if any) are properly reflected in the schedule.

1.4 DETAILED BREAKDOWN OF LUMP SUM PRICES

Submittal Procedures Summer Lake Wildlife Area 6 Bay Garage Doors Engineering Project # 24-026

TS-14 Submittal Procedures

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A. Provide Schedule of Values in accordance with Technical Specification Section 01 37 00.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

END OF SECTION 01 33 00

TS-15 Project Procedures Summer

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SECTION 01 35 13 – PROJECT PROCEDURES

PART 1 – GENERAL

1.1 SUMMARY

A. Provide coordination of Work.

1. Project Supervisor: Employee that has authority to give instruction to others, be held responsible for the Work and actions of others, and to make decisions on behalf of the General Contractor. Project Supervisor is to be onsite during all times when Work is being performed on the Project either by Contractor’s crew or subcontractors.

2. Preconstruction conference.

3. Detailed Construction Progress Schedule.

4. Other meetings.

B. Prior to start of construction, submit a construction progress schedule for the entire construction process from start to final occupancy. Schedule can be in any standard format such as Gantt chart, bar chart, CPM flow charts, or other acceptable format. Contractor shall review and update this schedule weekly.

C. Prepare submittal schedule.

D. Submit Schedule of Values consisting of a line item valuation for each section of Work.

E. Submit and post a list of emergency telephone numbers and address for individuals to be contacted in case of emergency.

F. Submit record of changes from construction Drawings and Technical Specifications; to be maintained and annotated by Contractor as Work progresses.

G. Perform quality control during installation.

H. Clean and protect the Work.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

END OF SECTION 01 35 13

TS-16 Project Procedures Summer

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TS-17 Product Requirements

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SECTION 01 60 00 – PRODUCT REQUIREMENTS

PART 1 – GENERAL

1.1 SUMMARY

A. Provide products only from manufacturers and vendors specified unless alternate products are approved. Products submitted for approved alternate consideration shall be submitted to the Owner’s Authorized Representative with acceptable documentation.

B. Substitutions are not permitted without acceptable justification supplied by the Contractor to the Owner’s Authorized Representative. Conditions for substitutions are listed below.

C. Conditions necessary for approval of a substitution include at least one (1) of the following:

1. Specified material cannot be coordinated with other Work.

2. Specified material is unavailable or has unacceptable lead times.

3. Specified material is not acceptable to authorities having jurisdiction.

4. Substantial advantage is offered Owner in terms of cost, time, or other valuable consideration.

5. Product is equivalent or superior to specified item as determined by the Owner’s

Authorized Representative.

D. Submission of substituted manufacturer’s shop drawings, product data, or samples is not to be construed as a substitution approval. Approval will only be in the form of written communication from the Owner’s Authorized Representative.

E. Substitution made without written consent of the Owner’s Authorized Representative shall be considered nonconforming Work and subject to removal and replacement at Contractor’s expense.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

END OF SECTION 01 60 00

TS-18 Product Requirements

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TS-19Product Requirements

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DIVISION 08 – OPENINGS

TS-20 Product Requirements

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TS-21 OVERHEAD PANEL DOORS

Summer Lake Wildlife Area 6 Bay Garage Doors Engineering Project # 24-026

SECTION 08 36 00 – OVERHEAD PANEL DOORS

PART 1 – GENERAL

1.1 SUMMARY

A. Overhead Sectional Garage door complete with Opener and Controls.

1.2 SUBMITTALS

A. Submit for approval product data and installation method, warranty, tests reports, shop drawings, maintenance data, and operational manual.

1.3 QUALITY ASSURANCE

A. Comply with governing codes and regulations. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer’s instructions.

B. Overhead Door Performance: Comply with ANSI/DASMA 102 – American National

Standard Specifications for Sectional Overhead Type Doors.

1. Installer Qualifications: Authorized representative of the manufacturer with minimum five (5) years of documented installation experience.

2. Products Requiring Electrical Connection: Listed and classified by Underwriters

Laboratories, Inc., acceptable as suitable for purpose specified.

3. Doors and hardware systems must be designed to meet or exceed the industry standard for wind load (Door and Access Systems Manufacturer Association).

C. Warranty:

1. Provide ten (10) year warranty on:

a. Material finishes free from peeling and subsequent rusting.

b. Panel components to be free from de-lamination.

2. Provide three (3) year warranty on:

a. Spring and hardware.

b. All control equipment and circuits.

PART 2 – PRODUCTS

2.1 MATERIALS

A. Manufacturers:

1. Wayne Dalton.

2. Craft Doors.

3. Overhead Door.

4. Cloplay

5. Approved Alternate.

B. Alternate manufactures are acceptable with review and approval by Owner’s Authorized Representative.

2.2 COMPONENTS

A. Door Construction:

1. Sections: Doors shall be constructed in a 4 panel x 6 panel design. Material used in the construction of the door panels shall be Hemlock, Cedar or Redwood. Minimum total thickness 1 3/8 inch, stile and rail construction.

TS-22

2. Exterior recessed panel design on sections as per Drawings. Exterior surfaces to have wood grain texture in panel design.

3. Sections formed to create weather tight tongue-groove meeting joint. Provide and install continuous weather seal at bottom of lower panel and adjustable weather stripping at exterior of door jambs and lintel.

4. Reinforcing: Galvanized and primed steel reinforcement located under each hinge location, pre-punched for hinge placement. Hinge fasteners, panel reinforcement fastener for the mechanical lifting device and handles; 14 gauge.

5. Finishes: Doors shall have a factory applied primer and paint. White in color.

B. Fasteners:

1. All screws and other miscellaneous fastening devices incorporated shall be of aluminum, stainless steel or other non-corrosive metal.

C. Tracks and Hardware:

1. Provide and install 14 gauge galvanized steel 2 inch tracks. Horizontal portions to have a continuous 2 inch by 2 inch steel angle for track mounting to ceiling.

2. Provide and install 14 gauge galvanized steel hinges and 2 inch steel rollers each complete with 10 ball-bearings.

3. Provide and install torsion spring, cable drum and related accessories.

4. Provide and install 22 gauge galvanized steel horizontal struts.

5. Provide and install double 14 gauge steel hinges at each end.

D. Electric Door Opener:

1. Provide and install 3/4 hp., 120V 60Hz motor. Door opener and all related accessories compatible with the width, height, and weight of the garage door.

2. Opener shall be equipped with mechanical disconnect.

3. Opener shall be equipped with instantly reversible motor with 24V control circuit.

4. Provide and install push-button type control panel surface mounted on interior wall and keyless entry mounted on exterior.

5. Two (2) vehicle push button remotes.

6. System shall have photocell safety mechanism capable of stopping and reversing door movement in case of obstruction.

7. Electrical outlet, 120V supplied by owner.

PART 3 – EXECUTION

3.1 INSTALLATION

A. Install materials and systems in accordance with manufacturer’s instructions and approved submittals. Install materials and systems in proper sequence with adjacent construction as shown on the Drawings, and with uniform appearance. Coordinate with work of other trades.

B. Existing, exterior garage door handles shall be removed and re-installed on the new doors to maintain the characteristics of the existing doors.

C. Restore damaged finishes and test for proper operation. Clean and protect Work from damage.

END OF SECTION 08 36 00

OVERHEAD PANEL DOORS

Summer Lake Wildlife Area 6 Bay Garage Doors Engineering Project # 24-026

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