22-049 Elkhorn WLA Pole Barn Specifications.pdf

TABLE OF CONTENTS TS-i Elkhorn Wildlife Area Pole Barn Engineering Project # 22-049

TECHNICAL SPECIFICATIONS

ELKHORN WILDLIFE AREA POLE BARN

TABLE OF CONTENTS

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

DIVISION 01 – GENERAL REQUIREMENTS

01 09 10 Reference Standards ....................................................................................................... TS-3 01 10 00 Summary of Work .......................................................................................................... TS-7 01 22 00 Measurement and Payment ............................................................................................ TS-9 01 31 00 Project Management and Coordination .......................................................................... TS-11 01 33 00 Submittal Procedures ...................................................................................................... TS-17 01 35 13 Project Procedures .......................................................................................................... TS-21 01 37 00 Schedule of Values ......................................................................................................... TS-23 01 40 00 Quality Control ............................................................................................................... TS-25 01 50 00 Temporary Facilities and Controls ................................................................................. TS-29 01 60 00 Product Requirements .................................................................................................... TS-35 01 70 00 Project Closeout ............................................................................................................. TS-37 01 78 00 Project Record Drawings ................................................................................................ TS-39

DIVISION 03 – CONCRETE

03 30 00 Cast-In-Place Concrete ................................................................................................... TS-45

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 10 00 Rough Carpentry ............................................................................................................ TS-55 06 17 53 Shop-Fabricated Wood Trusses ...................................................................................... TS-59

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 41 13 Metal Roof Panels .......................................................................................................... TS-65 07 42 13 Metal Wall Panels .......................................................................................................... TS-69

DIVISION 31 – EARTHWORK

31 00 00 Earthwork ....................................................................................................................... TS-75

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DIVISION 01 – GENERAL REQUIREMENTS

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REFERENCE STANDARDS 01 09 10

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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 lim-its 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 adver-tised 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 Doc-uments, the most stringent requirements shall govern. Conflicts shall be brought to the atten-tion 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 speci-fied herein in accordance with the requirements of the Contract Documents and the refer-enced 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 Manufacturer’s 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

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ADC Air Diffusion Council AEIC Associated Edison Illumination Companies AFBMA Anti-Friction Bearing Manufacturer’s Association, Inc.

AGA American Gas Association AGC Associated General Contractors of America AGMA American Gear Manufacturer’s Association AHAM Association of Home Appliance Manufacturer’s 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 Moving and Conditioning Association ANS American Nuclear Society ANSI American National Standards Institute, Inc.

APA American Plywood 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 ASAE American Society of Agricultural 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 Manufacturer’s Association CGA Compressed Gas Association CLPCA California Lathing and Plastering Contractors Association CLFMI Chain Link Fence Manufacturer’s Institute CMA Concrete Masonry Association COE Corp of Engineers CRSI Concrete Reinforcing Steel Institute CSI Construction Specifications Institute DCDMA Diamond Core Drill Manufacturer’s Association

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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 Manufacturer’s 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 NGLI 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 PCA Portland Cement Association

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PCI Prestressed Concrete Institute PS Product Standard RCO Revised Code of Oregon RIS Redwood Inspection Service RVIA Recreational Vehicle Industry Association RWMA Resistance Welder Manufacturer’s 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 refer-enced sections of the most current edition of the Oregon Standard Specifications for Con-struction, 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 Specifica-tions shall mean Owner’s Authorized Representative.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION (NOT USED)

END OF SECTION 01 09 10

SUMMARY OF WORK 01 10 00

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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. Elkhorn Wildlife Area Pole Barn – Project Manual.

2. Elkhorn Wildlife Area Pole Barn – Construction Drawings.

3. 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 Specifi-cations. A copy of this document shall be on site during construction.

1.3 PROJECT DESCRIPTION

A. Contractor shall provide all necessary expertise, labor, equipment, materials, incidentals, and permits required to perform the post frame, hay barn construction including but not limited to:

1. Drilling of all holes.

2. Installation of post frame, trusses, purlins and girders.

3. Installation of metal roof and metal siding.

B. The Work to be performed under this Contract shall consist of furnishing tools, equipment, materials, supplies, and 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 accord-ance 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. None.

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.

1.6 TEMPORARY FACILITIES

A. The Contractor shall furnish all temporary facilities such as portable toilets, job office, securi-ty fencing, and temporary power as needed to perform the Work.

1.7 PROJECT CONDITIONS

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

B. The Contractor shall follow the requirements as listed in the attached Inadvertent Discovery

Plan for Cultural Resources as shown in the appropriate Exhibit. Full adherence to all Feder-al, State, and local laws shall apply to ground disturbance.

SUMMARY OF WORK 01 10 00

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1.8 WORK AND STORAGE AREA

A. The primary Work, storage, and staging areas are designated on the Drawings and shall be available to the Contractor for Work including all functions incidental to the Work and stor-age areas during the construction period. All operations and storage of materials by the Con-tractor shall be confined to the immediate Work area and other approved areas as directed by the Owner’s Authorized Representative

1.9 ACCESS TO THE WORK AREA

A. The Contractor shall repair any damage to access facilities and roadways for which the Con-tractor is responsible and shall restore them to conditions at least equaling preconstruction conditions.

B. The Contractor shall take reasonable measures to limit entry of unauthorized persons and ve-hicles 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 agen-cies, and to others having a right thereto.

1.10 RESTORATION OF EXISTING FACILITIES

A. The Contractor shall perform all Work to lines, grades, and cross sections shown on the

Drawings. Final grades shall match existing grades unless otherwise noted on the Drawings.

Where final grades are indicated on the Drawings, grades shall slope uniformly between ele-vations shown. All final grades shall be free of hollows which would pond water and sloped to allow for surface drainage. All earthwork shall have finish surfaces which have neat, rea-sonably uniform appearance.

1.11 EASEMENTS AND RIGHTS-OF-WAYS

A. Confine construction operations to the immediate vicinity of the locations indicated on Draw-ings and use due care in placing construction tools, equipment, excavated materials, and pipe-line materials and supplies so as to cause the least possible damage to property and interfer-ence with traffic.

1.12 PERMITS

A. ODFW has submitted the plans and specifications to Baker County for review. The Contrac-tor shall be responsible for obtaining and paying for all permits necessary to complete the Work.

1.13 SUBSTANTIAL COMPLETION

A. Substantial completion dates are listed in the ITB.

PART 2 – PRODUCTS (NOT USED)

END OF SECTION 01 10 00

MEASUREMENT AND PAYMENT 01 22 00

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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 de-termination 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 res-toration.

2. The observance by the Contractor of the requirement that all Work and operations be pre-ceded 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 Con-tracts (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 op-erations 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, Permits and Bonding – Lump Sum

The lump sum bid price for mobilization and demobilization includes preparatory work and operations necessary for the movement of personnel, equipment, supplies, and inci-dentals to and from the Project Site; for the establishment of offices, buildings, and other facilities necessary for the Work; costs for permit fees, 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 – Post Frame Pole Barn – Lump Sum The lump sum bid price for Post Frame Hay Barn shall include all labor, materials and equipment necessary for construction of a new hay barn. The price shall include, but not limited to, excavation of post holes, drilling, post frame building construction, metal roof and metal siding, as needed to complete the improvement.

PART 2 – PRODUCTS (NOT USED)

END OF SECTION 01 22 00

MEASUREMENT AND PAYMENT 01 22 00

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PROJECT MANAGEMENT AND COORDINATION 01 31 00

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SECTION 01 31 00 – PROJECT MANAGEMENT AND COORDINATION

PART 1 – GENERAL

1.1 SECTION INCLUDES

A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. Project Coordination.

2. Preconstruction meeting.

3. Progress meetings.

4. Preinstallation conferences.

5. Requests for Information (RFI).

6. Coordination drawings.

1.2 RELATED SECTIONS

A. Section 01 40 00 – Quality Control.

B. Section 01 70 00 – Project Closeout.

1.3 DEFINITIONS

A. RFI: Request from Contractor seeking information required by or clarifications of the

Contract Documents.

1.4 PROJECT COORDINATION

A. Coordinate scheduling, submittals, and the Work of the various Sections of the Technical

Specifications to assure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later.

B. Coordinate completion and cleanup of Work of separate Sections in preparation for Substantial Completion and for portions of Work designated for Owner occupancy.

C. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner activities.

D. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. Coordinate use of temporary utilities to minimize waste.

PART 2 – PRODUCTS (NOT USED)

PART 3 – EXECUTION

3.1 PRECONSTRUCTION MEETING

A. Owner’s Authorized Representative will schedule a meeting after Notice to Proceed.

B. Attendance Required:

1. Owner’s Authorized Representative.

2. Contractor.

3. Contractor’s Superintendent.

4. Major Subcontractors.

5. Major Suppliers when requested; others as appropriate.

C. Agenda:

1. Introductions.

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2. Distribution of Contract Documents.

3. Submission of list of Subcontractors, list of Products, schedule of values, and progress schedule.

4. Designation of personnel representing the parties to Contract and Owner.

5. Procedures and processing of field decisions, submittals, substitutions, applications for payments, BOLI requirements, proposal request, Change Orders, and Contract closeout procedures.

6. Project overview.

7. Schedule review.

8. Critical work sequencing.

9. Related work by Owner and coordination with Contractor.

10. Owner’s requirements.

11. Construction facilities and controls.

12. Security and housekeeping procedures.

13. Procedures for maintaining record documents.

14. Requirements for start-up of equipment.

15. Inspection and acceptance of equipment put into service during the construction period.

16. Status of permits.

17. Temporary utilities.

18. Use of premises and on-going facility operations.

D. Owner’s Authorized Representative will prepare a memorandum and distribute copies within two (2) days after meeting to participants, with copies to participants, and those affected by decisions made.

E. Persons designated by the Contractor to attend and participate shall have all required authority to commit the Contractor to solutions as agreed upon in the meeting.

3.2 PROGRESS MEETINGS

A. Owner’s Authorized Representative will schedule and administer meetings throughout progress of the Work at maximum weekly intervals.

B. Owner’s Authorized Representative will make arrangements for meetings, prepare agenda with copies for participants, and preside at meetings.

C. Attendance Required: Job superintendent, Owner’s Authorized Representative, and major

Subcontractors and suppliers, as appropriate to agenda topics for each meeting.

D. Agenda:

1. Corrections to previous minutes.

2. Outstanding old business items.

3. New business items:

a. Civil.

b. Architectural.

c. Structural.

4. Submittals.

5. Requests for Information.

6. Change Order Proposals.

7. Schedule review.

8. Record Document review.

E. Record minutes and distribute copies within two (2) days after meeting to participants, with one copy to Contractor, participants, and those affected by decisions made.

1. Minutes shall number topics in a manner that reflects when each topic was first raised.

2. Each topic shall reflect who is responsible for acting on the topic and date by which

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3. No topic shall be dropped from the minutes until the method of resolution is recorded.

F. Persons designated by the Contractor to attend and participate shall have all required authority to commit the Contractor to solutions as agreed upon in the meeting.

3.3 PREINSTALLATION CONFERENCES

A. When required in individual Technical Specification Sections, Contractor shall convene a preinstallation conference at Work site prior to commencing Work of the Section.

B. Attendance Required: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting.

C. Notify Owner’s Authorized Representative minimum four (4) days in advance of meeting date.

D. Review Contract Documents and submittals relating to the affected Work.

E. Review conditions of installation, preparation and installation procedures, and coordination with related Work.

F. Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions.

G. Reporting: Distribute minutes of the meeting to each party present and to other parties requiring information.

H. Do not proceed with installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date.

3.4 PROJECT CLOSEOUT CONFERENCE

A. Owner’s Authorized Representative will schedule and conduct a Project closeout conference, at a time convenient to Owner, but no later than sixty (60) days prior to the scheduled date of Substantial Completion.

1. Conduct the conference to review requirements and responsibilities related to Project closeout.

2. Attendees: Owner’s Authorized Representative, and Contractor and its superintendent;

major subcontractors; suppliers; and other concerned parties shall attend the meeting.

Participants at the meeting shall be familiar with the Project and authorized to conclude matters relating to the Work.

3. Agenda: Discuss items of significance that could affect or delay Project closeout, including the following:

a. Preparation of record documents.

b. Procedures required prior to inspection for Substantial Completion and for final inspection for acceptance.

c. Submittal of written warranties.

d. Requirements for preparing operations and maintenance data.

e. Requirements for delivery of material samples, attic stock, and spare parts.

f. Requirements for demonstration and training.

g. Preparation of Contractor’s punch list.

h. Procedures for processing Applications for Payment at Substantial Completion and for final payment.

i. Submittal procedures.

j. Owner’s partial occupancy requirements.

k. Installation of Owner’s furniture, fixtures, and equipment.

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l. Responsibility for removing temporary facilities and controls.

4. Minutes: Entity conducting meeting will record and distribute meeting minutes.

3.5 REQUESTS FOR INFORMATION (RFIs)

A. General: Immediately on discovery of the need for additional information or interpretation of the Contract Documents, prepare and submit an RFI in the form specified.

1. RFIs shall originate with Contractor. Owner’s Authorized Representative will return RFIs submitted to Owner’s Authorized Representative by other entities controlled by Contractor with no response.

2. Limit topics on each RFI to a single topic to expedite response. If more than a single topic is covered in an RFI, the Contractor accepts full responsibility for any and all cost or schedule delays if RFI is not answered in a timely manner.

3. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor’s work or work of subcontractors.

4. Coordinate Work in field and ensure Work involving RFIs being reviewed by the Owner’s Authorized Representative does not proceed without direction from the Owner’s Authorized Representative. Costs for corrective Work shall be the responsibility of the Contractor.

5. If Contractor disagrees with Owner’s Authorized Representative response to Contractor’s RFI, Contractor shall notify Owner’s Authorized Representative within seven (7) days of receipt of response. Lack of such notification shall be understood to mean that Contractor agrees with response.

B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:

1. Date.

2. RFI number, numbered sequentially.

3. RFI subject.

4. Technical Specification Section number and title and related paragraphs, as appropriate.

5. Drawing number and detail references, as appropriate.

6. Field dimensions and conditions, as appropriate.

7. Contractor’s suggested resolution. If proposed solution impacts the Contract Time or the

Contract Sum, state impact in the RFI.

8. The following statement:

a. “This reply is not an authorization to proceed with work involving additional cost, time or both. If any reply requires a change to the Contract Documents, a Change Order must be executed in accordance with the Contract Documents prior to implementation of the reply. Proceeding with the Work in accordance with this RFI response indicates Contractor’s acknowledgement that there will be no change in the Contract Sum or Contract Time.”

9. Contractor’s signature.

10. Attachments: Include sketches, descriptions, measurements, photos, product data, shop drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

C. Contractor shall utilize the Owner’s Authorized Representative email to submit and receive RFIs and their responses.

D. Owner’s Authorized Representative will review each RFI, determine action required, and respond. Allow seven (7) working days for Owner’s Authorized Representative response for each RFI. RFIs received by Owner’s Authorized Representative after 1:00 p.m. will be considered as received the following working day.

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1. The following RFIs will be returned without action:

a. Requests for approval of substitutions.

b. Requests for adjustments in the Contract Time or the Contract Sum.

c. Requests for interpretation of Owner’s Authorized Representative actions on submittals.

d. Incomplete RFIs or inaccurately prepared RFIs.

2. Owner’s Authorized Representative action may include a request for additional information, in which case Owner’s Authorized Representative time for response will date from time of receipt of additional information.

3. Owner’s Authorized Representative action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit a Change Order Request according to the General Conditions.

a. If Contractor believes the RFI response warrants change in the Contract Time or the

Contract Sum, notify Owner’s Authorized Representative in writing within ten (10) days of receipt of the RFI response.

b. A response to an RFI is not direction or approval of a change to either Contract Time or Contract Sum.

c. Proceeding with the Work in accordance with an RFI response, without such written notification and an approved Change Order, indicates Contractor’s acknowledgement that there is no change to the Contract Time or the Contract Sum.

E. On receipt of Owner’s Authorized Representative action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Owner’s Authorized Representative within three (3) days if Contractor disagrees with response.

3.6 COORDINATION DRAWINGS

A. General: Prepare coordination drawings in accordance with requirements in individual

Sections, where installation is not completely shown on shop drawings, where limited space availability necessitates coordination, or if coordination is required to facilitate integration of products and materials fabricated or installed by more than one entity.

1. Content: Project specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard printed data. Include the following information, as applicable:

a. Prepare sections, elevations, and details as needed to describe relationship of various systems and components.

b. Indicate required installation sequences.

c. Indicate dimensions shown on the Drawings. Specifically, note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Owner’s Authorized Representative indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract.

2. Review: Owner’s Authorized Representative will review coordination drawings to confirm that the Work is being coordinated, but not for the details of the coordination, which are the Contractor’s responsibility. If the Owner’s Authorized Representative determines that the coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, the Owner’s Authorized Representative will so inform the Contractor, who shall make changes as directed and resubmit.

B. Coordination Drawing Organization: Organize coordination drawings as follows:

1. Floor Plans: Show architectural and structural elements.

2. Review: Owner’s Authorized Representative will review coordination drawings to

Pole Barn Engineering Project # 22-049 TS-16 confirm that the Work is being coordinated, but not for the details of the coordination, which are Contractor’s responsibility. If Owner’s Authorized Representative determines that coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, Owner’s Authorized Representative will so inform Contractor, who shall make changes as directed and resubmit.

3. Coordination Drawing Prints: Prepare coordination drawing prints according to requirements in Section 01 33 00 “Submittal Procedures.”

END OF SECTION 01 31 00

SUBMITTAL PROCEDURES 01 33 00

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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 Supple-mentary General Conditions, and in the various Sections of the Technical Specifications.

1.2 SUBMITTAL REQUIREMENTS

A. General:

1. If Build America, Buy America requirements are in place for this Project, the Contractor shall submit certification that all materials and manufactured goods provided under this Technical Specification meet the Build America, Buy America requirements. Please refer to Exhibit 9 for specific details on the material and manufactured goods requirements.

2. All submittals shall be identified by Project title and number and shall include Contrac-tor’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 sub-mittal, verification of field measurements and compliance with Contract Documents.

3. 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 sepa-rate, 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.

4. 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 re-submittal of Submittal 25.

5. Submittal Completeness: Submittals which do not have all the information re-quired 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 Spec-ifications. Show the information, dimensions, connections, and other details necessary to en-sure 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 recog-nized that in some cases manufacturer’s product data will be adequate and further shop draw-

Pole Barn Engineering Project # 22-049 TS-18 ings as stated in the Technical Specifications may not be required, unless requested by the Owner’s Authorized Representative.

D. Samples

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 tex-ture 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 re-ceipt 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 con-formance with the design concept and complies with the Drawings and Technical Speci-fications, 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 incor-porate 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 implement-ing the work method or incorporating the material and equipment covered by the submit-tal in accordance with the noted corrections. Where submittal information will be incor-porated 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 giv-en review action 3. If the comments require a revision and resubmittal, copies will be further marked “RESUBMIT” and given review action 4. Except at its own risk, the Contractor shall not undertake Work covered by this submittal until the attached com-ments 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 con-formance 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 in-formation regarding materials or equipment the Contractor proposes to provide, shall not re-lieve the Contractor of its responsibility for errors therein and shall not be regarded as an as-sumption 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

Pole Barn Engineering Project # 22-049 TS-19

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:

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 com-pletion of each part and the installation dates for major items.

c. The schedule shall be submitted to the Owner’s Authorized Representative for re-view. This schedule shall be revised and resubmitted as necessary until it is accepta-ble 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 Representa-tive, review and return to Contractor.

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

c. Demolition.

d. Excavation and foundation preparation.

e. Constructing concrete structures.

f. Piping installation.

g. Backfilling, grading, seeding, and paving.

h. Installation of gates, miscellaneous metals, and equipment.

i. Substantial Completion of improvements.

j. Subcontractor work.

k. Final cleanup.

l. Testing activities.

m. Allowance for inclement weather.

3. The construction schedule shall be a series of line diagram showing a step by step se-quence of each construction activity. Construction activities proceeding simultaneously should be shown as parallel lines. Each activity shall be labeled and the estimated num-ber 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 pro-posed 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 ap-proved progress schedule.

E. The Contractor shall immediately advise the Owner’s Authorized Representative of any pro-posed changes in his submitted schedules. If, in the opinion of the Owner’s Authorized Rep-resentative, any submitted schedule is inadequate to ensure completion of Work within the

Pole Barn Engineering Project # 22-049 TS-20 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 Repre-sentative 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

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

PART 2 – PRODUCTS (NOT USED)

END OF SECTION 01 33 00

PROJECT PROCEDURES 01 35 13

Pole Barn Engineering Project # 22-049 TS-21

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. Pre-construction conference.

3. Detailed Construction Progress Schedule.

4. Monthly meetings; distribute minutes.

5. 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)

END OF SECTION 01 35 13

PROJECT PROCEDURES 01 35 13

Pole Barn Engineering Project # 22-049 TS-22

SCHEDULE OF VALUES 01 37 00

Pole Barn Engineering Project # 22-049 TS-23

SECTION 01 37 00 – SCHEDULE OF VALUES

PART 1 – GENERAL

1.1 SUMMARY

A. Contractor shall submit to the Owner’s Authorized Representative a Schedule of Values allo-cated to the various portions of the Work, within fifteen (15) days after Award of Contract.

B. Upon request of the Owner’s Authorized Representative, support the values with data which will substantiate their correctness.

C. The Schedule of Values, unless objected to by the Owner’s Authorized Representative, shall be used only as the basis for the Contractor’s Applications for Payment.

D. Payment for Work shall not be made until a Schedule of Values has been accepted by the

Owner’s Authorized Representative.

1.2 FORM AND CONTENT OF SCHEDULE OF VALUES

A. Type schedule on 8 1/2 inch by 11 inch white paper; Contractor’s standard forms and auto-mated printout will be considered for approval by Owner’s Authorized Representative upon Contractor’s request. Identify schedule with:

1. Title of Project and location.

2. Owner’s Authorized Representative and Project number.

3. Name and address of Contractor.

4. Date of submission.

B. Schedule shall list the installed value of the component parts of the Work in sufficient detail to serve as a basis for computing value for progress payments during construction.

C. Follow the table of contents of this Project Manual as the format for listing component items.

D. For each major line item list subvalues of major products or operations under the item.

E. For the various portions of the Work:

1. Each item shall include a directly proportional amount of the Contractor’s overhead and profit.

2. For items on which progress payments will be requested for stored materials, break down the values into:

a. The cost of the materials delivered and unloaded, with taxes paid.

b. The total installed value.

F. The sum of all values listed in the schedule shall equal the total contract sum.

1.3 REVIEW AND RESUBMITTAL

A. After review by Owner’s Authorized Representative, revise and resubmit schedule as re-quired.

B. Resubmit revised schedules in same manner.

PART 2 – PRODUCTS (NOT USED)

END OF SECTION 01 37 00

SCHEDULE OF VALUES 01 37 00

Pole Barn Engineering Project # 22-049 TS-24

QUALITY CONTROL 01 40 00

Pole Barn Engineering Project # 22-049 TS-25

SECTION 01 40 00 – QUALITY CONTROL

PART 1 – GENERAL

1.1 SUMMARY

A. Work under this Section includes all testing required by the Contract as specified herein and further specified in the Technical Specification Sections.

1.2 BUILDING CODE

A. Conform to the requirements of the most recent addition of the Oregon Structural Specialty

Code (OSSC).

1.3 TESTING METHODS

A. All tests shall be made in accordance with commonly recognized standards of national organ-izations unless alternate specific testing methods are set forth in the Technical Specifications.

1.4 COSTS

A. The Contractor shall employ and pay for an independent testing laboratory to perform all test-ing services as specified in the Technical Specification Sections.

1.5 QUALITY ASSURANCE

A. Samples: The Contractor shall supply samples if and when required by the Technical Specifi-cations or the Owner’s…