Attachment B Technical Specifications.pdf

Salem Motor Pool Solar Panel Array Project

1100 SE Airport Rd

Salem OR 97301

Bid Set

July 21, 2025

PAE Consulting Engineers Department of Administrative Services Enterprise Asset Management Planning & Construction Management

Project Salem Motor Pool Solar Panel Array Project 1100 SE Airport Rd Salem, OR 97301

Owner Department of Administrative Services Enterprise Asset Management Planning and Construction Management 1225 Ferry St SE Salem, OR 97301

Architect PAE Consulting Engineers 151 SW 1st Ave Portland, OR 97204 Contact: Jeremy Galvin Phone: 503.956.4338

SALEM MOTOR POOL SOLAR PANEL ARRAY PROJECT PAGE 1 OF 1

SECTION 00 01 07

SEALS PAGE

Electrical Engineer of Record PAE Consulting Engineers Jeremy Galvin 151 SW 1st Ave, Suite 300 Electrical Engineer of Record Date Portland, Oregon 97204

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SALEM MOTOR POOL SOLAR PANEL ARRAY PROJECT PAGE 1 OF 1

SECTION 00 01 07

SEALS PAGE

Civil Engineer of Record KPFF Portland Civil + Survey Daan Dommels 07/09/2025 111 SW 5th Ave, Suite 2400 Civil Engineer of Record Date Portland, Oregon 97204

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00 0110

TABLE OF CONTENTS

Section 00 0110 Table of Contents

PROCUREMENT AND CONTRACTING REQUIREMENTS

2.01 DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

A. 000101 - Project Title Page B. 000107 - Seals Page C. 000110 - Table of Contents

SPECIFICATIONS

3.01 DIVISION 01 -- GENERAL REQUIREMENTS

A. 01 10 00 - Summary of Work B. 01 25 00 - Substitution Procedures C. 01 26 00 - Contract Modification Procedures D. 01 29 00 - Payment Procedures E. 01 31 13 - Project Coordination F. 01 31 19 - Project Meetings G. 01 33 00 - Submittal Procedures H. 01 33 16 - Delegated Design Requirements I. 01 35 00 - Special Procedures J. 01 41 00 - Regulatory Requirements K. 01 42 19 - Reference Standards L. 01 50 00 - Temporary Facilities and Controls M. 01 60 00 - Product Requirements N. 01 73 29 - Cutting and Patching O. 01 77 00 - Closeout Procedures P. 01 78 23 - Operation and Maintenance Data Q. 01 78 36 - Warranties R. 01 78 39 - Project Record Documents

3.02 DIVISION 02 -- EXISTING CONDITIONS (NOT USED)

3.03 DIVISION 03 -- CONCRETE (NOT USED)

3.04 DIVISION 04 -- MASONRY (NOT USED)

3.05 DIVISION 05 -- METALS (NOT USED)

3.06 DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES (NOT USED)

3.07 DIVISION 07 -- THERMAL AND MOISTURE PROTECTION (NOT USED)

3.08 DIVISION 08 -- OPENINGS (NOT USED)

3.09 DIVISION 09 -- FINISHES (NOT USED)

3.10 DIVISION 10 -- SPECIALTIES (NOT USED)

3.11 DIVISION 11 -- EQUIPMENT (NOT USED)

3.12 DIVISION 12 -- FURNISHINGS (NOT USED)

3.13 DIVISION 13 -- SPECIAL CONSTRUCTION (NOT USED)

3.14 DIVISION 14 -- CONVEYING EQUIPMENT (NOT USED)

3.15 DIVISION 21 -- FIRE SUPPRESSION (NOT USED)

00 0110

TABLE OF CONTENTS

3.16 DIVISION 22 -- PLUMBING (NOT USED)

3.17 DIVISION 23 -- HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC) (NOT USED)

3.18 DIVISION 25 -- INTEGRATED AUTOMATION (NOT USED)

3.19 DIVISION 26 -- ELECTRICAL

A. 26 05 00 - Common Work Results for Electrical B. 26 05 19 - Low-Voltage Electrical Power Conductors and Cables C. 26 05 26 - Grounding and Bonding for Electrical Systems D. 26 05 29 - Hangers and Supports for Electrical Systems E. 26 05 33.13 - Conduit for Electrical Systems F. 26 05 43 - Underground Ducts and Raceways for Electrical Systems G. 26 05 45 - Seismic Restraints for Electrical Raceways and Equipment H. 26 05 48 - Vibration and Seismic Controls for Electrical Systems I. 26 05 53 - Identification for Electrical Systems J. 26 24 16 - Panelboards K. 26 31 00 - Photovoltaic Collectors

3.20 DIVISION 27 -- COMMUNICATIONS (NOT USED)

3.21 DIVISION 28 -- ELECTRONIC SAFETY AND SECURITY (NOT USED)

3.22 DIVISION 31 -- EARTHWORK

A. 31 10 00 - Site Clearing B. 31 25 00 - Temporary Erosion and Sediment Control

3.23 DIVISION 32 -- EXTERIOR IMPROVEMENTS

A. 32 31 13 – Chain Link Fences and Gates

3.24 DIVISION 33 -- UTILITIES (NOT USED)

3.25 DIVISION 34 -- TRANSPORTATION (NOT USED)

3.26 DIVISION 40 -- PROCESS INTEGRATION (NOT USED)

3.27 DIVISION 46 -- WATER AND WASTEWATER EQUIPMENT (NOT USED)

SUMMARY OF WORK 01 10 00 1

OREGON DAS FLEET SERVICES SOLAR Bid Set

21-2115 02/20/2024

DIVISION 01 – GENERAL REQUIREMENTS

01 10 00 Summary of Work 01 25 00 Substitution Procedures

01 26 00 Contract Modification Procedures

01 29 00 Payment Procedures

01 31 13 Project Coordination

01 31 19 Project Meetings 01 33 00 Submittal Procedures 01 33 16 Delegated Design Requirements 01 35 00 Special Procedures

01 41 00 Regulatory Requirements

01 42 19 Reference Standards

01 50 00 Temporary Facilities and Controls 01 60 00 Product Requirements 01 73 29 Cutting and Patching

01 77 00 Closeout Procedures

01 78 23 Operation and Maintenance Data

01 78 36 Warranties

01 78 39 Project Record Documents

SECTION 01 10 00 - SUMMARY OF WORK

PART 1 GENERAL

1.1 REQUIREMENTS INCLUDED

A. Work covered by Contract Documents.

B. Contract method.

C. Contractor use of premises.

D. Owner occupancy.

E. Sequence of Work.

1.2 RELATED SECTIONS

A. Section 01 35 00 Special Procedures

SUMMARY OF WORK 01 10 00 - 2

21-2115 02/20/2024

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. Scope of work for the project includes procurement and installation of an approximately 257 kW photovoltaic array in an existing field adjacent to the DAS motor pool facility at 1100 Airport Rd SE in Salem, OR. Scope includes design/build detailing for PV array, and installation of associated components, wiring, and tie in to existing service as detailed on one-line drawings. Project also includes associated civil site work and fencing.

B. Furnish and install all necessary equipment and materials to provide fully operational systems as specified, described, shown, and intended herein. Work includes provisions recommended by manufacturers of equipment installed hereunder including miscellaneous support equipment, installation, start-up, testing, and operation. This specification represents minimum requirements and is not intended to restrict the contractor from providing additional functions, options or enhancements if contractor so desires.

1.4 CONTRACT METHOD

A. Work will be constructed under a not to exceed amount contract.

1.5 CONTRACTOR USE OF PREMISES

A. Limit use of premises for work, for storage, and for access to allow:

1. Owner’s uninterrupted use of facilities.

2. Public usage in adjacent spaces.

3. Work by other contractors.

B. Coordinate use of premises under the direction of the Owner.

C. Assume full responsibility for protection and safekeeping of products under this Contract.

D. Obtain and pay for use of additional storage or work areas needed for operations under this Contract.

E. Coordinate all utility shutdowns with Owner.

1.6 OWNER OCCUPANCY

A. Areas near and adjacent to work under this Contract are currently occupied. Owner will occupy premises during the entire construction period for performance of normal operations. Cooperate with Owner in scheduling operations to minimize conflict and to facilitate Owner usage. Normal Owner working hours are 7am to 6pm Monday through Friday.

SUMMARY OF WORK 01 10 00 3

B. Building occupants will have access to areas adjacent to the work area covered by this

Contract. It is the responsibility of the Contractor to put up barricades and warning signs to adequately protect the occupants or any Owner's representative from being exposed to an unsafe condition while the Contractor is performing the work.

1.8 SEQUENCE OF WORK

A. The facility will be occupied during the entire construction period for conduct of normal operations. Construction shall be sequenced to minimize disruption and reduce the downtime of the primary access path.

PART 2 PRODUCTS NOT USED

PART 3 EXECUTION NOT USED

END OF SECTION

SUBSTITUTION PROCEDURES

01 25 00 4

SECTION 01 25 00 - SUBSTITUTION PROCEDURES

PART 1 – GENERAL

1.1 SECTION INCLUDED

A. Requirements and procedures associated with product substitutions after bid close.

1.2 ALLOWANCE OF SUBSTITUTIONS

A. After effective date of Agreement, the Engineer in consultation with the Owner may, at its option, consider formal requests from the Contractor for substitution of products in place of those specified when submitted in accordance with the requirements of this section. One or more of the following conditions must also be documented:

1. The substitution shall be subject to the requirements of the bid documents.

2. The substitution must be required for compliance with final interpretation of code requirements or insurance regulations.

3. The substitution must be due to the unavailability of the specified product(s), through no fault of the Contractor.

4. The substitution may be requested when specified products cannot be obtained in time to avoid delay of completion of all work due to no fault of the Contractor, and then only if a request is submitted within 30 days of the start of Contract Time.

5. The substitution may be requested when subsequent information discloses the inability of the specified product(s) to perform properly or to fit in the designated space.

6. The substitution may be due to the manufacturer's or fabricator's refusal to certify or guarantee performance of the specified product as required.

7. The substitution may be requested when it is clearly seen, in the judgment of the

Owner that a substitution would be substantially to the Owner's best interest in terms of cost, time or other considerations.

1.3 SUBSTITUTION REQUESTS

A. Prepare one request for each substitution item proposed for consideration. Requests will not be accepted from anyone other than Contractor.

B. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. Minimum information to be all manufacturers’ product data as defined in Section 01 33 00, paragraph 1.4C, or same information provided as submittal requirements of like products if it exceeds minimum. All variations of the proposed substitute and other related work from that specified will be identified in the request and available maintenance, repair, and replacement service will be indicated. Engineer may require Contractor to furnish, at Contractor's expense, additional data about the proposed substitute.

SUBSTITUTION PROCEDURES

01 25 00 5

C. Request constitutes a representation that Contractor:

1. Has investigated proposed product and determined that it meets or exceeds, in all respects, the specified product quality and will perform the functions and achieve the results called for by the design.

2. Provide the same warranty for substitutions as for specified product.

3. Coordinate installation and make all other changes which may be required for work to be complete in all respects, including changes required by suppliers, subcontractors, and others providing related work.

4. Complete the work within the Contract time.

D. Each request will contain an itemized estimate of all costs or credits that will result directly or indirectly from acceptance of such substitute, including costs of redesign and claims of other contractors affected by the resulting change, which will be considered by Engineer in evaluating the proposed substitute.

E. Substitutions will not be considered when they are indicated or implied on shop drawings or product data submittals without separate written request.

1.4 APPROVAL OF SUBSTITUTION REQUEST

A. Within seven days of receiving a complete substitution request, the Engineer in consultation with the Owner will evaluate the request and notify the Contractor of its acceptance or not.

B. The Engineer after consultation with the Owner will be the sole judge of acceptability and decision of the Engineer will be final.

C. An acceptable substitution will only be executed in accordance as defined in the

State of Oregon General Conditions.

PART 2 – PRODUCTS NOT USED

PART 3 – EXECUTION NOT USED.

PAYMENT PROCEDURES

01 29 00 1

January 8, 2015

SECTION 01 26 00 - CONTRACT MODIFICATION PROCEDURES

1.1 SECTION INCLUDES

A. This section specifies administrative and procedural requirements for handling and processing the following Contract modifications.

1. Requests for Information

2. Field Order

3. Change Order Requests

4. Construction Change Directives

5. Change Orders

1.2 DEFINITIONS

A. Request for Information (RFI): Written request submitted by Contractor to

Engineer on standard form requesting interpretation of Contract Documents. An

RFI shall only be used as a vehicle for confirming or verifying an issue through and interpretation of the Contract Documents; responses that result in change to

Contract Documents and adjustment to Contract Sum and/or Contract Time must be documented in a Change Order Request.

B. Field Order (FO): Written order, instruction, or project manual interpretation issued by Engineer to Contractor which authorizes minor changes to Work which do not alter Contract Sum or Contract Time.

C. Change Order Request (COR):

1. Initiated by Engineer: Written request by Engineer to Contractor to quote change to

Contract Sum and/or Contract Time for proposed change to Contract Documents.

2. Initiated by Contractor: Written request by Contractor to Engineer proposing change to Contract Documents accompanied with quotation for change to Contract

Sum and/or Contract Time.

D. Construction Change Directive (CCD): Written order prepared by Engineer, signed by

Owner and Engineer, directing Contractor to proceed with change to Contract

Documents which affect Contract Sum and/or Contract Time, for subsequent inclusion in a Change Order after change to Contract Sum and/or Contract Time has been determined.

E. Change Order (CO): As defined in the General Conditions and signed by Owner and

Contractor.

1.3 FORMAT

A. Change Order and Construction Change Directive on forms provided by the Owner or

Engineer.

01 29 00 2

1.4 FIELD ORDER

A. If evaluation of a proposal indicates that a Construction Change is appropriate but does not affect Contract Sum or Contract Time, Engineer will issue a Field Order. Distribute a copy of the Field Order to the appropriate sub-contractors and coordinate associated work.

1.5 CHANGE ORDER REQUEST

A. Change Order Requests may be initiated by the Owner or Engineer or by the

Contractor. The Change Order Requests will result in a Field Order, approved Change

Order Request, or Construction change Directive if a Change in Work is found to be necessary. Change Order Requests are for information only and are not an instruction or authorization to execute the change or an order to stop work in progress.

B. Owner or Engineer Initiated Proposals: Provide sufficient substantiating data to allow the Engineer to evaluate the proposal including the following:

1. Cost data for new work including:

a. Labor required.

b. Materials required.

c. Taxes, insurance, and bonds.

d. Overhead and profit.

2. Cost data for work to be deleted including:

a. Labor required.

b. Materials required.

c. Taxes, insurance, and bonds.

d. Overhead and profit.

3. Changes to contract time:

a. New project staging requirements.

b. New product delivery times.

4. All other justifying documentation considered necessary by Engineer to allow adequate evaluation of proposal.

C. Contractor Initiated Proposals: In addition to proposal requirements listed in

01 26 00-1.4B, provide the following information:

1. Description of proposal change.

2. Reason for making change.

3. Effect on work of other Contractors.

4. Effect on work by Owner.

5. Effect on construction phasing.

1.6 CHANGE ORDERS

A. If evaluation of a proposal indicates that a Construction Change is appropriate and that the change affects the Contract Sum or Contract Time, a Change Order will be issued.

01 29 00 3

B. A copy of the Change Order will be prepared by the Owner and forwarded to the

C. An authorized representative of the Contractor will sign each copy and return all copies to the Owner.

D. An authorized representative of the Owner will sign each copy and return a copy to the

1.7 CONSTRUCTION CHANGE DIRECTIVE

A. If a Construction Change is identified which must be processed quickly to avoid delay of the project, a Construction Change Directive may be issued.

B. The Construction Change Directive will include:

1. The method of determining the Change in Contract Sum.

2. An estimated increase (decrease) in Contract Sum.

3. The method of determining the Change in Contract Time.

C. An estimated increase (decrease) in Contract Time. The Construction Change

Directive will be signed by the Owner and will serve as authorization to proceed with the described change in work.

D. If the change in work involves an increase in Contract Sum and the estimated increase is approached before the additional or changed work is complete, the Contractor must stop work associated with the change until an additional Construction Change Directive or Change Order is issued.

E. Simultaneously to completing work under a Construction Change Directive, the

Contractor shall prepare a proposal as previously described detailing the exact change in Contract Sum and Contract Time associated with the work in question. The proposal will be reviewed by the Engineer and Owner, and a Change Order will be issued if the changes in Contract Sum and Contract Time are agreeable.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.1 CHANGES TO WORK

A. Do not begin any work not expressly shown or described in the Contract Documents without a written Field Order, approved Change Order Request, or Construction

Change Directive.

01 29 00 4

SECTION 01 29 00 - PAYMENT PROCEDURES

1.1 RELATED REQUIREMENTS

A. General Conditions.

B. Supplementary Conditions.

1.2 FORMAT

A. AIA G702 Application and Certificate for Payment.

B. AIA G703 Continuation Sheet.

C. Payment request is to include the Contractor's Federal Tax Identification number.

1.3 PREPARATION OF APPLICATIONS

A. Type required information or use mediadriven printout.

B. Execute certification by signature of authorized officer and notarize.

C. Use data on accepted Schedule of Values. Provide dollar value in each column for each line item for materials installed. Application for payment for stored materials will be accepted at Owner’s sole discretion subject to conditions stated in General Conditions.

D. List each approved Change Order as an extension on continuation sheet, listing

Change Order number and dollar amount as for an original item of Work.

E. Prepare Application for Final Payment as specified in Section 01 77 00, Closeout

Procedures.

1.4 SUBMITTAL PROCEDURES

A. Submit to Owner under transmittal letter.

B. Submit original Application for Payment at time stipulated in preconstruction conference.

C. Submit a copy of updated progress schedule; no payment will be certified without submission of updated schedules.

01 29 00 5

1.5 SUBSTANTIATING DATA

A. When Owner requires substantiating information, submit data justifying line item amounts in question.

B. Provide one copy of data with cover letter for each copy of submittal. Show

Application number and date, and line item by number and description.

PART 2 PRODUCTS NOT USED

PART 3 EXECUTION NOT USED

PROJECT COORDINATION 01 31 13 1

SECTION 01 31 13 - PROJECT COORDINATION

A. Coordination of the work and division of responsibility of each subcontractor under this

Contract.

1.2 DESCRIPTION

A. Coordinate scheduling, submittals, and work of the various sections of specifications to assure efficient and orderly sequence of installation of construction elements with provisions for accommodating items to be installed later.

B. Coordinate and assign responsibility for completing various parts of the work to the appropriate subcontractor.

1.3 COORDINATION OF SUBMITTALS

A. Schedule and coordinate submittals specified in Section 01 33 00, Submittal

Procedures. Contractor is fully responsible for providing all submittals within time periods allotted.

B. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service such equipment.

C. Coordinate request for substitutions to assure compatibility of space of operating elements and effect on work of other sections.

1.4 COORDINATION AND ASSIGNMENT OF RESPONSIBILITY TO

SUBCONTRACTORS

A. Work under this Contract, including furnishing all equipment and materials and their proper installation, is specified under various sections in Division 01 through

Division 26. Divisions are, in general, divided by trade. It is not the intent of these

Specifications to imply that work specified under a particular Division must be performed by the trade normally associated with that Division.

B. Assign responsibility for furnishing and for installing various material and equipment as specified herein to the appropriate subcontractors and trades, and determine the division of responsibility when there is interdependent work.

C. Assume full responsibility for settling any disputes or conflicts concerning interdependent work or work that is looked upon as belonging to more than one trade.

PROJECT COORDINATION 01 31 13 2

D. Prepare master schedule to record responsibilities under each section of Division 01 through Division 26 of this specification for actions which directly relate to mechanical and electrical work, including submittals and temporary utilities. Coordinate electrical power characteristics and control wiring requirements for each item of equipment and review such characteristics and requirements with both the mechanical and electrical subcontractors prior to ordering any equipment.

E. Distribute copies of schedule to Owner and Engineer and to each concerned entity, subcontractor, or trade.

1.5 COORDINATION OF EQUIPMENT SHUTDOWN WITH OWNER

A. Coordinate existing system or equipment shutdown with Owner's schedule, use, input.

See Specification Section 01 35 00, Special Procedures.

PART 3 – EXECUTION NOT USED

PROJECT MEETINGS 01 31 19 1

SECTION 01 31 19 - PROJECT MEETINGS

1.1 DESCRIPTION

A. Project Progress Meetings

B. Related:

1. Documents affecting work of this Section include, but are not necessarily limited to General Conditions, Supplementary General Conditions, and Sections in

Division 01 of these specifications.

2. Some of the items mentioned in this Section are described further in other pertinent Sections of these specifications.

1.2 PRECONSTRUCTION CONFERENCE

A. Schedule PreConstruction Conference within seven days after "Notice To

Proceed." Representatives of the Owner, Engineer, and Contractor in attendance.

B. Minimum Agenda:

1. List of subcontractors.

2. Distribution of Contract Documents.

3. Tentative construction schedule.

4. Coordination of Contractor and subcontractors

5. Designation of responsible personnel

6. Critical work sequencing.

7. Processing of observation reports, change orders, and applications for payment.

8. Submittals.

9. Use of construction site.

10. Coordination with work of others.

11. Delivery and storage.

12. Safety and emergency procedures.

13. Security procedures; keys.

14. Parking requirements.

15. Hazardous materials.

C. Location of meeting to be at the site or at a location determined by the Owner’s

Authorized Representative.

1.3 PROJECT PROGRESS MEETINGS

A. Project progress meetings will be held at site or virtually as directed by the

Owner’s Authorized Representative during period of construction.

PROJECT MEETINGS 01 31 19 2

B. Representatives of Owner, Contractor, and major subcontractors to attend. Engineer representative will attend at critical project milestones.

C. Prepare meeting agenda, related to the Installation Contract, preside at meeting, prepare minutes of meeting, and distribute copies of minutes within 3 days to Owner, Engineer, meeting participants, and other affected parties.

D. Minimum Agenda:

1. Review and approve previous meeting minutes.

2. Review work progress since previous meeting.

3. Field observations, problems, conflicts.

4. Problems which impede construction schedule.

5. Review offsite fabrication and delivery schedules.

6. Corrective measures and procedures to regain projected schedule.

7. Revisions to Construction Schedule.

8. Progress, schedule, during succeeding work period.

9. Coordination of schedules.

10. Review submittal schedules.

11. Pending changes and substitutions.

12. Review proposed changes for effect on Construction Schedule and on completion date.

SUBMITTAL PROCEDURES 01 33 00 - 1

SECTION 01 33 00 - SUBMITTAL PROCEDURES

A. Project schedule.

B. Schedule of values.

C. Product evaluation data.

1.2 DEFINITIONS

A. Manufacturer's Product Data: Manufacturer's product data consist of one or more levels of manufacturer’s information as described below and as requested in the submittal schedule. The three levels of information include manufacturer's list, manufacturer's catalog data, and manufacturer's technical and engineering data.

1. Manufacturer's List: Manufacturer's list includes a typewritten list of manufacturer's name, sizes, and model or catalog numbers, referenced to the specification section.

2. Manufacturer's Catalog Data: Manufacturer's catalog data includes standard catalog information clearly identified to indicate specific products or equipment proposed and point of operation, if appropriate. Include installation instructions.

3. Manufacturer's Technical and Engineering Data: Manufacturer's technical and engineering data may include materials, dimensions, details, installation instructions, weights, capacities, illustrations, wiring diagrams, control diagrams, piping diagrams, connection diagrams, performance data (including performance curves), mix design, and any other information required for a complete and thorough evaluation of the equipment or items specified, and to verify compliance with specifications. Control diagrams or control schematics, where specified and required by the submittal schedule, include a detailed schematic of the proposed control modifications and their interface with existing control equipment, where appropriate, and a manufacturer and model number listing of all proposed control components shown on the control schematic.

B. Shop Drawings: Shop drawings are construction drawings of items manufactured specifically for this project. Shop drawings include dimensions, construction details, weights, and additional information to identify the physical features of the system or piece of equipment.

C. Samples: Samples illustrate functional characteristics of the product with integral parts and attachment devices. Samples allow evaluation of full range of manufacturer's standard colors, textures, and patterns.

SUBMITTAL PROCEDURES 01 33 00 - 2

D. Certificates, Test Data or Other Information: Requirements for certificates, test data, or other information will be listed under referenced specification sections.

1.3 PROCEDURES

A. Deliver submittals electronically to Engineer as outlined in agreed upon submittal schedule. Transmit each item by cover letter or with approved transmittal form referencing the project, the Owner, and the Contractor.

B. Engineer will require five business days for review of submittal documents.

C. Revise and resubmit. Complete substitutions of original submittals unless specifically noted otherwise.

D. Distribute copies of reviewed submittals to concerned persons. Instruct recipients to promptly report any inability to comply with provisions.

E. Submittal information required in Section 01 33 00, Submittal Procedures - 1.4 below must be provided regardless of whether the proposed item or work is in exact accordance with the specification requirements.

F. No item requiring approved submittal information delivered to the site or installed, or any associated work performed until required submittals have been approved for compliance with the Contract Documents by the Engineer. Any item delivered to the site or installed, or any work performed without an approved submittal, which is deficient in any way, removed from the site without expense to the Owner.

1.4 SUBMITTALS REQUIRED

A. Project Schedule:

1. A progress schedule for the proposed work, as outlined in the General Conditions and specified hereunder, prepared and submitted for review.

2. Coordination: Meet with Owner's representatives prior to preparing schedule to ascertain specific Owner scheduling requirements.

3. Submit three copies of completed schedule for review. Upon Engineer's signed approval work may commence.

4. Format: Horizontal bar chart or CPM format at Contractor's option.

a. Provide a continuous vertical line to identify the beginning work day of each week.

b. Within each time bar, indicate estimated completion percent increments.

c. Coordinate construction schedule with the schedule of values, list of subcontractors, submittal schedule, payment requests, and other schedules.

d. Indicate substantial completion date.

5. Schedule continually updated. Submit revised schedule with each application for payment.

SUBMITTAL PROCEDURES 01 33 00 - 3

B. Schedule of Values:

1. A schedule of values for the proposed work, as outlined in the General Conditions and specified hereunder, prepare and submit for review.

2. Submit a copy of schedule of values for review.

3. Prepare schedule of values using AIA form G703, columns A, B, and C.

4. Applications for payment will not be accepted until the schedule of values has been approved by signature of Owner.

C. Product Evaluation Data:

1. Submit product evaluation data within five business days of contract execution.

Multiple submission or submission other than in one complete assembled document is not acceptable except where prior written approval is obtained.

Where approval is obtained allowing the Contractor to submit after 30 days, a list of data remaining to be submitted and a date of submittal for each item provided to the Engineer.

2. Submit manufacturer's product data as follows:

a. Submit the number of sets of assembled submittal documents which the

Contractor requires, plus one additional set which will be retained by the

Engineer.

b. Submittals for manufacturer's product data in sufficient detail to establish conformance with specified requirements. Specific features marked with contrasting ink on printed literature. If translucent highlighting method is used, highlighted print reproducible by photocopy.

3. Submit shop drawings as follows:

a. Submit the number of sets of shop drawings which the Contractor requires, plus three additional sets which will be retained by the Engineer.

b. Submit shop drawings in electronic format as outlined in the following divisions. After review by Engineer, make appropriate changes on original, reproduce, and distribute to the necessary parties.

c. Minimum scale for shop drawings 1/4-inch = 1-foot or larger if required for clarity.

d. Reinforcement bending and placing submittals prepared in conformance with

"Manual of Standard Practice for Detailing Reinforced Concrete Structures,"

ACI Publication 3.5.

SUBMITTAL PROCEDURES 01 33 00 - 4

4. Submit samples as follows:

a. Submit two samples unless otherwise specified in individual specification sections.

b. Include identification on each sample.

5. Certificates, test data, or other information submitted as detailed in individual specification sections.

PART 2 – PRODUCTS - NOT USED

PART 3 – EXECUTION - NOT USED

DELEGATED DESIGN

REQUIREMENTS

SECTION 01 33 16 - 1

21-2115 OREGON DAS FLEET SERVICES SOLAR 07/09/2025

DEPARTMENT OF ADMINISTRATIVE SERVICES

BID SET

SECTION 01 33 16 – DELEGATED DESIGN REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. For certain components of the Work of the Contract the Contractor is required to provide professional engineering design and obtain necessary approval of regulatory agencies. The Contractor shall be responsible for the design, calculations, submittals, and permits, for these Delegated Design components. The Contractor is responsible to submit all Delegated Design documents required for approval by regulatory agencies for each Delegated Design item.

B. Engineer’s Review of Submittals: For compliance with design intent and shall neither lessen nor shift the responsibility from the Contractor, or their lower tier contractor, to the Owner or the Engineer. The Owner shall not be responsible for costs or damages or payment thereof due to failure by the Contractor to coordinate delegated design work with the work of the Project.

C. Follow the requirements of the Authority Having Jurisdiction (hereafter AHJ) over the Work current at the time of submission. The Contractor is responsible to coordinate and submit all material required by the AHJ, so review and processing of submittals and permits will not adversely affect the construction schedule. Each Delegated Design item requiring review by the AHJ must be provided by the Contractor and all fees and costs associated therewith shall be the Contractor’s responsibility at no additional cost to the Owner.

D. Components of the Work to which delegated design requirements apply: As required in individual technical Sections of the specifications.

1.2 DEFINITIONS

A. Delegated Design Work: Design services and certifications provided by a Professional Engineer registered as such in the State where the Project is located related to systems, materials or equipment required for the Work to satisfy design and performance criteria established by the Contract Documents. Delegated Design does not include professional services the Contractor needs to fulfill their responsibilities under the Contract including but not limited to construction means, methods and sequence.

B. Seal: Certification that builder design plans, computations and specifications were designed and prepared under the direct supervision of the Architect or Engineer whose name appears thereon.

C. Approval Stamp: Certification obtained by the Contractor that the Building Official has reviewed a submittal and finds it acceptable with respect to applicable regulatory requirements.

1.3 DESIGN REQUIREMENTS

A. The Contract Documents indicate the general configuration and the appearance required for the completed work. Details of all conditions are not shown; final resolution of details shall be the responsibility of the Contractor such that the completed installation is durable and

OREGON DAS FLEET SERVICES SOLAR BID SET

21-2115 07/09/2025

DELEGATED DESIGN REQUIREMENTS 01 33 16 – 1

SECTION 01 33 16 - 2

complies with the design and performance requirements. Deviations from assembly details indicated shall not alter the appearance of the completed work as determined by the Architect.

Complete design of a given assembly including but not limited to modifications to standard components shall be considered within the scope required by the Contract and shall not be used as a basis for Claims or modification to the Contract.

B. Components and assemblies included in the Delegated Design work that are subject to imposed loads due to gravity, seismic event, wind, or thermal differential shall be engineered by the Contractor to accommodate and resolve each load condition with damage occurring neither to the assembly nor any abutting or adjacent assemblies. Delegated Design work shall conform to the requirements of the International Building Code with State amendments and directives of Authorities having jurisdiction over the Work current as of the date of the Contract Documents.

1. Differential Movement, Expansion, and Contraction: Accommodated to provide optimal performance; prevent stress and deformation of components due thermal differentials.

C. Welds: Conform to AWS Code for Gas and Arc welding in building construction and AWS D1.1 with welding procedure specifications complying with the parameters of the filler-metal manufacturer.

1.4 SUBMITTALS

A. Document compliance with design and performance requirements. Provide calculations, details, fabrication and assembly information, and demonstrate coordination with supporting work and other components to be integrated into Delegated Design Assemblies. Submittals required to be prepared under the control of the Delegated Design Engineer shall bear the professional stamped and signature of the responsible design professional.

B. Submittals not stamped and signed by the Delegated Design Engineer, incomplete submittals, and submittals that have not been reviewed by the Contractor will not be reviewed by the Architect.

C. Delegated Design Documents: Prepared under the direct supervision and control of the Delegated Design Engineer for the subject work, who shall stamp and sign drawings, calculations and other documentation as required. Provide all documentation necessary for complete and concise documentation for the Delegated Design work. Show all members, dimensions, connections, materials used.

1. Shop drawings and erection drawings are not acceptable as Delegated Design drawings.

1.5 QUALITY ASSURANCE

A. Delegated Design Submittals: Approved by Regulatory Authorities and the Architect prior to starting fabrication of the work regardless of whether a building permit has been previously issued.

B. Where the Contractor is required to provide services of a licensed design professional the Contract Documents will establish design and performance criteria the work must satisfy. The Owner and the Engineer shall be entitled to rely upon the adequacy, accuracy and completeness of the services provided as demonstrated by the stamp and signature of the design professional providing the service.

OREGON DAS FLEET SERVICES SOLAR BID SET

DELEGATED DESIGN REQUIREMENTS 01 33 16 – 2

SECTION 01 33 16 - 3

PART 2 - PRODUCTS

2.1 SYSTEM DESCRIPTION - PERFORMANCE REQUIREMENTS

A. Wind: Meet requirements of 2022 OSSC, on 85 mph basic wind speed and exposure B, importance Factor, Iw = 1.15

B. Thermal Cycle: Accommodate movement and stress imparted by a temperature differential of 120 degrees F, from 20 to 140 degrees F.

PART 3 - EXECUTION

3.1 SCHEDULE

A. The following Sections contain requirements for Delegated Design components.

1. Section 32 31 13 Chain Link Fencing.

OREGON DAS FLEET SERVICES SOLAR BID SET

DELEGATED DESIGN REQUIREMENTS 01 33 16 – 3

SPECIAL PROCEDURES 01 35 00 - 8

SECTION 01 35 00 - SPECIAL PROCEDURES

A. Protection of work.

B. Maintaining systems operational.

C. Owner access and use.

D. Noise, dust, and odor control.

E. Security.

F. Furnishings to remain in work area.

1.2 PROTECTION OF WORK

A. Protect from damage any existing finishes, equipment, and adjacent work which is scheduled to remain.

1.3 MAINTAINING SYSTEMS OPERATIONAL

A. All systems currently operating including lighting, security access system, storm water drainage system, critical building systems, and other systems which serve Owner utilized areas must be maintained operational during construction. If any system currently in use must be turned off to perform work, permission must be obtained and owner notified prior to performing any work. Permission must be requested seven days prior to any shut down of equipment or panels.

1.4 OWNER ACCESS AND USE

A. The Owner will occupy the facility during the entire course of the project. Normal occupancy hours are from 7:00 a.m. to 6:00 p.m. from Monday through Friday.

Coordinate with Owner for approval to perform work outside these normal working hours, per specifications and contract documents.

1.5 SECURITY AND ACCESS

A. Take all reasonable precautions to maintain building and site security during construction. Responsible for all loss or damage from theft or vandalism resulting from inadequate security.

SPECIAL PROCEDURES 01 35 00 - 9

B. Owner reserves the right to require Contractor to provide verification of background checks of each Contractor employee before that employee will be allowed access to

Owner premises or be authorized to perform any Services under the Contract.

Contractor’s employees may be required to provide information to the Owner to enable a security background check, such information may include personal information, such as address and birth date, and may include a fingerprinting process in Salem, Oregon.

1.6 FURNISHINGS TO REMAIN IN WORK AREA

A. Items of equipment, furnishings, and material required for use by the Owner will remain at their present locations. Take all precautions to protect Owner equipment, furnishings, and other materials from damage. Contractor is responsible for all damage to Owner equipment, furnishings, and materials resulting from work.

REGULATORY REQUIREMENTS 01 41 00 1

SECTION 01 41 00 - REGULATORY REQUIREMENTS

1.1 CODES AND STANDARDS

A. Comply with national, state, and all local codes, safety orders, applicable building code ordinances, and requirements of the serving utility.

B. Design features outlined in the Contract Documents take precedence when over and above the requirements of relevant codes. Relevant codes serve only as minimum standards.

C. Where execution of the work as outlined in the Contract Documents would be in conflict with codes and standards, immediately notify the Engineer and do not perform any work until clarification and direction are obtained. Responsible for and pay for all associated costs for correcting any work the Contractor performs which does not comply with codes and standards, whether or not it has been completed in accordance with the design as outlined in the Contract Documents.

D. All materials and equipment used, where rated, bear the seal of approval of the NFPA, UL, and conform to applicable ANSI, ASME, NEMA, and OSHA standards.

1.2 PERMITS AND INSPECTIONS

A. Plan check will be obtained by Owner.

B. Obtain the approved plans and specifications from City of Salem Building Department and pay permit fees.

C. Contractor is responsible for submissions required to City of Salem for acquisition of

Electrical Permit.

D. Arrange for all required inspections and deliver certificates of final inspection upon completion of work.

REFERENCE STANDARDS 01 42 19 - 1

SECTION 01 42 19 - REFERENCE STANDARDS

A. Applicability of Reference Standards.

B. Provision of Reference Standards at site.

C. Acronyms used in Contract Documents for Reference Standards. Source of Reference

Standards.

1.2 QUALITY ASSURANCE

A. For products or workmanship specified by association, trade, or Federal Standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. The date of the standard is that in effect as of the Bid date, except when a specific date is specified.

C. When required by individual Specifications section, obtain copy of standard. Maintain copy at jobsite during submittals, planning, and progress of the specific work, until

Substantial Completion.

1.3 SCHEDULE OF REFERENCES

AA Aluminum Association

1525 Wilson Boulevard, Suite 600

Arlington VA 22209

ACI American Concrete Institute

PO Box 2958

Vancouver , Washington 98668

AGC Associated General Contractors of America

9450 SW Commerce Circle, Suite 200

Wilsonville, Oregon 97070

REFERENCE STANDARDS 01 42 19 - 2

AISC American Institute of Steel Construction

1221 Avenue of the Americas

New York, NY 10020

ASHRAE American Society of Heating, Refrigerating and Air Conditioning

Engineers

345 East 47th Street

New York, NY 10017

ASTM American Society for Testing and Materials

1916 Race Street

Philadelphia, PA 19103

FS Federal Specifications

General Services Administration

Specifications and Consumer

InformationAlu IEEE Institute of Electrical and Electronics Engineers

345 East 47th Street

New York, NY 10017

MIL Military Specification

Naval Publications and Forms Center

5801 Tabor Avenue

Philadelphia, PA 19120

MSS Manufacturer's Standardization Society

420 Lexington Avenue

New York, NY

NEMA National Electrical Manufacturer's Association

2101 L Street, N.W.

Washington, D.C. 20037

NETA National Electric Testing Association

450 Murdock Avenue

Meriden, CT 06450

NFPA National Fire Protection Association

Battery March Park

Quincy, MA 02269

PS Product Standard

U.S. Department of Commerce

Washington, D.C. 20203

SMACNA Sheet Metal and Air Conditioning Contractors' National Association

8224 Old Court House Road

Vienna, VA 22180

UL Underwriters' Laboratories, Inc.

333 Pfingsten Road

Northbrook, IL 60062

REFERENCE STANDARDS 01 42 19 - 3

TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 4

SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS

A. Staging Areas and Materials Storage.

B. Electricity, Lighting.

C. Telephone Service.

D. Water.

E. Sanitary Facilities.

F. Cleaning during Construction.

G. Parking.

H. Removal.

1.2 RELATED SECTIONS

A. 01 10 00 Summary of Work

B. 01 35 00 Special Procedures

1.3 STAGING AREAS AND MATERIALS STORAGE.

A. Clean and repair any damage caused during staging, handling, and storage of materials.

Return areas and existing facilities to specified or original condition.

1.4 ELECTRICITY, LIGHTING

A. Connect to existing service; provide branch wiring and distribution boxes located to allow service and lighting by means of construction-type power cords. Owner will pay costs of energy used.

B. Existing and permanent lighting may be used during construction. Maintain lighting and make routine repairs.

1.5 TELEPHONE SERVICE

A. Provide telephone and directory listing name and business phone number.

TEMPORARY FACILITIES AND CONTROLS 01 50 00 - 5

1.6 WATER

A. Connect to existing facilities; extend branch piping with outlets located so that water is available by use of hoses. Owner will pay for water used.

1.7 SANITARY FACILITIES

A. Provide temporary toilet facilities in a location approved by Owner for use by construction crew. Maintain in sanitary condition.

1.8 CLEANING DURING CONSTRUCTION

A. Do not allow accumulation of waste materials and rubbish; regularly dispose of demolition and construction debris off-site. Provide trash receptacles and pay for servicing.

1.9 PARKING

A. Contractor is responsible for acquiring vehicle parking.

1.10 REMOVAL

A. Remove temporary materials, equipment, services, and construction prior to Substantial

Completion inspection.

B. Clean and repair damage caused by installation or use of temporary facilities. Restore existing facilities used during construction to specified or to original condition.

PRODUCT REQUIREMENTS 01 60 00 1

SECTION 01 60 00 - PRODUCT REQUIREMENTS

A. Workmanship.

B. Manufacturer's Instructions.

C. Manufacturer's Instructions.

D. Transportation and Handling.

E. Storage and Protection.

1.2 PRODUCTS

A. Comply with specifications and referenced standards as minimum requirements.

B. Components required to be supplied in quantity within a specification section the same, and interchangeable.

C. Do not use materials and equipment removed from existing structure, except as specifically required, or allowed, by Contract Documents.

1.3 WORKMANSHIP

A. Perform work in accordance with contract documents manufacturer's instructions, codes, and recognized industry standards. Work determined to be of inferior quality by

Owner's representative replaced at no expense to Owner.

1.4 TRANSPORTATION AND HANDLING

A. Transport products by methods to avoid product damage; deliver in undamaged condition in manufacturer's unopened containers or packaging, dry.

B. Provide equipment and personnel to handle products by methods to prevent soiling or damage.

C. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged.

1.5 MANUFACTURER'S INSTRUCTIONS

A. Perform work in accordance with Manufacturer's instructions.

PRODUCT REQUIREMENTS 01 60 00 2

B. Do not omit preparatory or installation procedures required by Manufacturer, unless specifically modified or exempted by Contract Documents.

C. When Contract Documents require work to comply with Manufacturer's instructions or recommendations, obtain and distribute such instructions or recommendations to parties performing work and provide one copy to Engineer. Maintain one set at job site during installation and until acceptance.

D. Handle, install, connect, clean, condition, and adjust products in strict accordance with such instructions and in conformance with specified requirements.

E. Should job conditions or specified requirements conflict with Manufacturer's instructions or recommendations, notify Engineer immediately. Do not proceed with work without clear instructions from the Owner or Engineer.

1.6 STORAGE AND PROTECTION

A. Store products in accordance with manufacturer's instructions, with seals and labels intact and legible. Store sensitive products in weathertight enclosures; maintain within temperature and humidity ranges required by manufacturer's instructions.

B. For exterior storage of fabricated products, place on sloped supports above ground.

Cover products subject to deterioration with impervious sheet covering; provide ventilation to avoid condensation.

C. Arrange storage to provide access for inspection. Periodically inspect to assure products are undamaged, and are maintained under required conditions.

D. After installation, provide coverings to protect products from damage from traffic and construction operations, remove when no longer needed.

CUTTING AND PATCHING 01 73 29 3

SECTION 01 73 29 - CUTTING AND PATCHING

1.2 COORDINATION OF WORK

A. See Section 01 10 00, Summary of Work.

B. It is the responsibility of the Contractor to provide cutting and patching to allow the installation of materials and equipment as specified under Division 01 through

Division 26 or to assign the responsibility for cutting and patching to the appropriate trade or subcontractor.

C. Patch work to match existing level of finish where modification or partial demolition is performed in areas to remain operational once construction is complete. It is the

Contractor's responsibility to coordinate with all trades to ensure that all repair and refinishing work necessary for the completion of the project is accomplished.

1.3 DESCRIPTION

A. Execute cutting, fitting, and patching to complete work and to:

1. Fit the several parts together, to integrate with other work.

2. Uncover work to install illtimed work.

3. Remove and replace defective and nonconforming work.

4. Remove samples of installed work for testing where requested.

5. Provide openings in nonstructural elements for penetrations of mechanical and electrical work.

6. Provide openings in exterior walls for equipment installation.

7. Provide airtight covers around areas where extensive cutting of steel or masonry elements are taking place.

1.4 SUBMITTALS

A. Submit written request in advance of cutting or alteration which affects:

1. Structural…