Volume 1 – Project Specifications

WES KELLOGG ADMIN BUILDING REMODEL

Division 01

October 30, 2025

Table of Contents

Division 01

01 01 40 – WORK SEQUENCE AND SCHEDULE CONSTRAINTS 01

06 00 – SAFETY AND HEALTH

SECTION 01 11 00 – SUMMARY OF WORK

SECTION 01 19 00 – SEISMIC REQUIREMENTS

SECTION 01 31 00 – CONSTRUCTION SCHEDULE

SECTION 01 32 33 – PHOTOGRAPHIC DOCUMENTATION

SECTION 01 33 00 – SUBMITTALS

SECTION 01 41 00 – BIDDER DESIGN REQUREMENTS

SECTION 01 42 00 – REFERENCES

SECTION 01 45 00 – QUALITY CONTROL

SECTION 01 45 30 – TESTING LABORATORY SERVICES

SECTION 01 50 00 – CONTRACTOR’S FACILITIES

SECTION 01 56 00 – ENVIRONMENTAL CONTROLS

SECTION 01 56 50 – PROJECT SECURITY

SECTION 01 60 50 – SHIPMENT, PROTECTION AND STORAGE

SECTION 01 70 00 – RESTORATION OF IMPROVEMENTS SECTION

01 71 00 – CUTTING AND PATCHING

SECTION 01 73 00 – OPERATION AND MAINTENANCE DATA

SECTION 01 91 13 – GENERAL COMMISSIONING

REQUIREMENTS

JStallard Sticky Note Procurment to add to this section with documents attached to Request and compile into Volume 1.

KCWRRF Administration Building Remodel

01 01 40 - 1

WORK SEQUENCE AND SCHEDULE

CONSTRAINTS

SECTION 01 01 40

WORK SEQUENCE AND SCHEDULE CONSTRAINTS

1 PART 1 -

1.01 GENERAL

A. The Kellogg Creek Water Resource Recovery Facility (KCWRRF) Administration Building (Site) Remodel Project.

1.02 ACCESS

A. Normal working hours at the Site are 7:00 a.m. to 6:00 p.m. Monday through Friday.

Contractor shall have access to the Site as needed during these hours except as listed herein or unless otherwise arranged with and approved by Owner. Contractor shall not shutdown any power without receiving prior approval from Owner.

Contractor shall observe and comply with all loading limits for structures and roadways posted at the Site.

B. Parking is to be contained to within the staging areas noted on the Drawings.

2 PART 2 - WORK SEQUENCE

2.01 Work shall be performed to ensure that the Project is fully operational by the Substantial Completion date, which includes installing, testing and start-up of all HVAC, telecom and control equipment.

2.02 Contractor shall submit a proposed work sequence to Owner within one week of the date of Owner’s Notice to Proceed.

A. The proposed work sequence shall be prepared using the critical path method and shall depict a detailed sequence of tasks and required shutdowns. The dependencies between activities shall be indicated so that it may be established what effect the progress of any one activity has on the schedule. The critical path shall be shown. Completion time shall be shown on the schedule. Electronic (PDF) and one hard copy of the schedule shall be provided to Owner.

2.03 Work Sequence:

A. To meet the overall objectives of the Project, certain tasks should be generally performed, completed, or substantially completed in the herein-specified sequence.

B. The specified sequence and tasks are not all-inclusive. They are intended to convey overall constraints and suggested construction sequences. The Contractor shall plan the Work, relocate facilities, reroute utilities, and provide for temporary connections and terminations as necessary in an appropriate sequence of operation to perform the Work, while minimizing interferences with and providing for continuous operation of the Owner’s facilities.

01 04 00 - 2

C. Tasks and sequences have been identified for the Owner’s purposes. Although all Work is not listed herein, the tasks listed shall be understood to include all accompanying tasks such as, but not limited to, site work, interconnecting utilities associated infrastructure, and applicable temporary provisions necessary to sequence the Work, although such provisions are not shown.

D. All existing Owner facilities shall remain in continuous operation except as specified herein.

E. Suggested Task Sequencing:

1. Contractor shall notify owner thirty (30) calendar days prior to completion of Tasks 2 to 4.

2. Intercept existing fiber service conduit at location shown for new hand hole HH-1. Install HH-1. Refer to site plan 002, civil and technology drawings for site handhole locations.

3. Install new permanent fiber service conduit from HH-1 to location shown for new HH-2. Install HH-2.

4. Install temporary fiber service conduit from HH-2 to existing fiber conduit in the carport as shown on Drawings. Give Owner notice this work is complete.

5. Owner will pull fiber from HH-1 through HH-2 and West Manhole Vault to Portable Fiber Enclosure. Owner will relocate required equipment including, but not limited to, modems, routers, servers, and telephone equipment from the Existing Control Cabinets and Mechanical Room (008) to the Portable Fiber Service Enclosure and make all connections. Upon completion, Owner will notify contractor that relocation of required equipment has been completed. Contractor may assume 10 calendar days for Owner to complete step 5.

6. Contractor shall install fiber service conduit from HH-2 to Telecom Room

(126) 60 calendar days prior to Substantial Completion.

7. Contractor shall give Owner 30 calendar day notice of completion of Task

6. Upon notice, Owner will pull fiber and move equipment from Portable Fiber Service Enclosure to Telecom Room (126). Contractor shall assist Owner with commissioning and testing of relocated equipment by assuring connectivity, as needed.

F. Include the following work sequencing constraints in the Progress Schedule:

1. Tasks 2-4 must be completed within forty (40) days of Notice to Proceed.

Completion of Tasks 2-4 is Milestone 1

2. Fiber service must be continuously maintained during installation of HH-1, HH-2 and new fiber service conduit.

01 01 40 - 3

3. Operation of the equipment in the Mechanical Room is essential to the operation of the facility. Owner may restrict work by Contractor until Task 5 is complete if Owner deems such work presents a risk to the equipment and facility operation.

3 PART 3 – PROJECT COORDINATION

3.01 CONTRACTOR shall submit a layout of staging area for review before beginning any work on Site per Section 01 50 00 1.01.A.

3.02 Contractor shall coordinate with Owner for any Work that may cause disruption to communications services, including telephone and internet. Contractor shall provide notice a minimum of 5 days before such work. Contractor shall reinstated all communication services by end of each work day. Any disruptions to communications services shall be limited to 8 hours.

3.03 Contractor shall coordinate with Johnson Controls Inc for installation of access control, Intrusion, and fire alarm system hardware. Owner will provide contact information prior to start of Work. Refer to technology drawings for low voltage responsibility matrix.

3.04 Contractor shall coordinate with Compass Land Surveyors to obtain survey shots of formwork prior to placement of concrete for any foundations or floor slabs. Survey information shall be used by Compass Land Surveyors to prepare the required elevation certificate. No concrete shall be placed until the required survey has been completed and verified.

4 PART 4 - SCHEDULE CONSTRAINTS

4.01 The schedule constraints are summarized below.

Milestone Target Date and/or Duration in Calendar Days Milestone 1 – Conduit Installation 40 days from Date of Notice to Proceed (NTP) Substantial Completion 274 days from Date of Notice to Proceed (NTP) Final Completion 304 days from Date of Notice to Proceed (NTP)

A. A failure to comply with the duration requirements of any of the above milestones, or the substantial completion or final completion dates shall result in the assessment of liquidated damages in accordance with the Agreement.

END OF SECTION

KCWRRF Administration 00 06 00 -1 Safety and Health

SECTION 01 06 00

SAFETY AND HEALTH

1 PART 1 - GENERAL

1.01 Contractor assumes full responsibility for safety for all work related to the Contract Documents. Portions of the existing plant are exposed to wastewaters of varying degrees of treatment. By submitting a bid, Contractor shall be experienced and qualified to anticipate and meet the safety and health requirements of this project.

1.02 The CONTRACTOR shall keep the Project site safe in compliance with applicable law.

Safety includes, but is not limited to:

A. Providing an approved type of secured and adequate barricades or fences that are easily visible from a reasonable distance around open excavations.

B. Closing up or covering with steel plates all open excavations at the end of each Day in all street areas and in all other areas when it is reasonably required for public safety.

C. Marking all open work and obstructions by lights at night.

D. Installing and maintaining all necessary signs, lights, flares, barricades, railings, runways, stairs, bridges, and facilities.

E. Observing any and all safety instructions received from the Owner.

F. The building forms part of the secure fenced perimeter and the contractor shall maintain that secure fenced perimeter at all times.

2 PART 2 - SAFETY AND HEALTH REGULATIONS

2.01 Contractor shall comply with Safety and Health Regulations for Construction, promulgated by the Secretary of Labor under Section 107 of the Contract Work Hours and Safety Standards Act, as set forth in Title 29, C.F.R. Copies of these regulations may be obtained from Labor Building, 14th and Constitution Avenue N.W., Washington, DC 20013.

2.02 Contractor shall also comply with the provisions of the Federal Occupational Safety and Health Act, as amended.

3 PART 3 - CONSTRUCTION SAFETY PLAN

3.01 Contractor shall submit Site Specific Safety Plan Certification per Section 01 33 00.

3.02 Contractor shall prepare a construction safety plan, which details the methods and procedures to comply with State, Federal, and local health and safety laws, rules and requirements for the duration of the Contract Time. The plan shall include the following at a minimum:

A. Procedures for providing workers with an awareness of safety and health hazards expected to be encountered in the course of construction.

B. Safety equipment appropriate to the safety and health hazards expected to be encountered during construction. Include warning devices, barricades, safety

KCWRRF Administration 00 06 00 -2 Safety and Health equipment in public right-of-way and protected areas, and safety equipment used in multi-level structures.

C. Methods for minimizing employees’ exposure to safety and health hazards expected during construction.

D. Procedures for reporting safety or health hazards.

E. Procedures to correct and follow-up on a recognized safety and health hazard.

F. Procedures for investigation of accidents, injuries, illnesses and unusual events that have occurred at the construction site.

G. Periodic and scheduled inspections of general work areas and specific workstations.

H. Training for employees and workers at the job site, including at a minimum:

1. General Safety Rules, including reporting of Unsafe Conditions

2. Hazard Communication & chemical safety

3. Lockout-Tagout

4. Electrical Safety

5. Evacuation Routes, Alarms & Procedures

6. Hot Work Program

7. Confined Space Program

8. Process Safety Management

9. Personal Protective Equipment

I. Methods of communication of safe working conditions, work practices and required personal protection equipment.

3.03 The OWNER has no responsibility for Work site safety. Contractor shall assume responsibility for every aspect of health and safety on the job Site, including the health and safety of Subcontractors, suppliers, and other persons on the job site.

3.04 Contractor shall transmit to Owner copies of reports and other documents related to accidents or injuries encountered during construction.

3.05 To ensure the safety of Contractor and employees, facilities and equipment, the Contractor shall conduct comprehensive pre-work safety review conference with employees for all Contractor work that involves:

A. Construction B. Renovation C. Equipment installation and repair D. Utility modifications E. Electrical work F. Work at elevated locations G. Confined space entry H. Use of toxic substances I. Hot work or welding

3.06 At a minimum, the safety review participants will consist of a Contractor safety

KCWRRF Administration 00 06 00 -3 Safety and Health representative. All task specific safety concerns shall be addressed and resolved prior to commencement of WORK by the Contractor.

3.07 Contractor shall be responsible for providing all necessary safety equipment.

01 11 00 - 1

SUMMARY OF WORK

SECTION 01 11 00

PART 1 - GENERAL

This project proposes to remodel the existing administration building at the Kellogg Wastewater Recovery Facility, and construct additions of approximately 1,550 sf. Existing locker and break rooms currently located elsewhere on campus will be moved to this building. The addition will include dedicated conference and break rooms which may be combined into a larger community meeting room by opening a folding partition.

The existing building interior will be remodeled with new floors, walls, doors, roofing, and limited new siding and fenestration. Mechanical, electrical, and plumbing (MEP) systems will be largely remodeled and refreshed, and new finishes will be installed throughout.

Additional plumbing fixtures and restroom facilities will be added.

1.01 PROJECT MEETINGS

A. Preconstruction Conference:

1. Prior to the commencement of Work at the Site, a preconstruction conference will be held at Owner’s Office at a mutually agreed time, but no later than seven days after the Notice to Proceed. The conference shall be attended by Contractor's Project Manager, Superintendent, Safety Representative, and Subcontractors. Subcontractor attendance shall be requested and approved by Engineer. Other attendees will be:

a. Engineer.

b. Representatives of Owner.

c. Governmental representatives, as appropriate.

d. Utilities representatives, as appropriate.

e. Others as requested by Contractor and Owner

2. Contractor shall bring the preconstruction conference submittals in accordance with Section 01 33 00, SUBMITTAL PROCEDURES.

3. The purpose of the conference is to designate responsible personnel and establish a working relationship. Matters requiring coordination will be discussed and procedures for handling such matters established. The complete agenda will be furnished to Contractor prior to the meeting date.

However, Contractor should be prepared to discuss all of the items listed below:

a. Contractor's initial schedules.

01 11 00- 2

b. Procedures for and transmittal, review, and distribution of Contractor's submittals (normal and deferred).

c. Processing applications for payment.

d. Maintaining record documents.

e. Special inspection procedures.

f. Critical work sequencing.

g. Field decisions and Change Orders.

h. Use of Site, office and storage areas, security, housekeeping, and Owner’s needs.

i. Major equipment deliveries and priorities.

j. Contractor's assignments for safety and first aid.

k. Daily Report Form which the OWNER will furnish.

l. Submittal Transmittal Form which the OWNER will furnish.

m. Temporary utilities.

4. The preconstruction conference will include or arrange for scheduling a walk-through of the building. The walk-through will include identification of critical wiring that will be required to be maintained in service throughout construction.

5. Owner will preside at the preconstruction conference and will arrange for keeping and distributing the minutes to all persons in attendance. Contractor shall advise Owner within five days of receipt of minutes if Contractor does not agree with the content of the minutes.

6. Contractor and its Subcontractors should plan on the conference taking four hours. The conference will cover the items listed in paragraphs 2 and 3, and will include reviewing the Drawings and Specifications, in extensive detail, with Engineer and Owner.

B. Progress Meetings:

1. Contractor will schedule and hold regular on-site progress meetings at least weekly and at other times as requested by Contractor or as required by progress of the Work. Contractor and Engineer shall attend each meeting and representatives of Owner may also attend. Contractor may at its discretion request attendance by representatives of its suppliers, manufacturers, utilities, and subcontractors. Attendance by such representatives shall be subject to approval of Owner.

2. Contractor will preside at the progress meetings and will arrange for keeping and distributing the minutes. Owner shall advise Contractor within five days of receipt of minutes if Owner does not agree with content of minutes. The

01 11 00 - 3 purpose of the meetings is to review the progress of the Work including review of Contractor’s three week look-ahead schedule, review submittal and Request for Information status, review change order status, review coordination with operations, maintain coordination of efforts, address field problems, and resolve other problems which may develop. The three-week look-ahead schedule shall include but not be limited to key upcoming activities such as major equipment deliveries to the Site, key construction activities and key testing activities. The three-week look-ahead schedule shall be in the form of marked-up Drawings and schedules/flow charts to depict the activities. During each meeting, Contractor shall present any issues that may impact its progress and propose solutions with a view to resolve these issues expeditiously.

3. Contractor will prepare and distribute agenda, will review progress of the Work, Progress Schedule, narrative report, Application for Payment, record documents, and additional items of current interest that are pertinent to execution of the Work.

4. Contractor will verify with Owner:

a. Actual start and finish dates of completed activities since last progress meeting.

b. Durations and progress of activities not completed.

c. Reason, time, and cost data for Change Order Work that will be incorporated into Progress Schedule and application for payment.

d. Percentage completion of items on Application for Payment.

e. Reasons for required revisions to Progress Schedule and their effect on Contract Time and Contract Price.

5. Engineer/Owner and Contractor will discuss potential problems that may impede scheduled progress and corrective measures.

C. Pre-application meetings and conferences:

1. Prior to installation of certain products, systems or items, Contractor shall schedule a dedicated meetings on site for the purpose of discussing installation conditions, methods, procedures and desired results with Owner, Architect and relevant sub-contractors.

2. Contractor shall schedule and arrange for such meetings, providing seven days advance notice to all parties.

3. If a mock-up is required by specifications, Contractor shall ensure that mock-up is completed and adequately prepared for review prior to conducting pre-application meeting.

4. Contractor shall invite all attendees referenced in applicable specification sections for the systems or items and provide an agenda including all topics

01 11 00- 4 called for in applicable specifications, as well as additional topics deemed relevant by Contractor, Owner or Architect.

5. Contractor shall preside at pre-application meetings and arrange for keeping and distributing the minutes to all parties in attendance.

1.03 PROJECT DOCUMENTATION

A. The Owner has implemented Procore Construction Management Software (Procore) for this project. The Owner will establish all necessary project tools, user permissions, and will serve as the system administrator.

B. The Contractor shall submit all project documentation—including but not limited to submittals, requests for information (RFIs), work change directives, change orders, photographs, drawings, specifications, Site Specific Safety Plan Certification, and permits through Procore.

C. Procore’s scheduling tool will not be used. The Contractor shall submit all project schedules in PDF format as directed by the Owner.

D. Procore’s invoicing tools will not be used. The Contractor shall submit all project payment applications in PDF format as directed by the Owner.

E. Contractor’s payment applications shall include updated project schedule and Owner provided Monthly Payment Estimate Summary form.

1.04 PROJECT STATUS REPORTING

A. Contractor shall prepare monthly written narrative reports of the status of the Project for submission to the Owner. The monthly reports shall be submitted to the Owner seven days prior to the first weekly progress meeting each month. Written status reports shall include:

1. The status of major Project components (percent complete, amount of time ahead or behind schedule) and an explanation of how the Project will be brought back on schedule if delays have occurred.

2. The progress made on critical activities indicated on the CPM Schedule.

3. Explanations for any lack of Work on critical path activities planned to be performed during the last month.

4. Explanations for any schedule changes, including changes to the logic or to activity durations.

5. A list of the critical activities scheduled to be performed in the next two month period.

6. The status of major material and equipment procurement.

7. The value of materials and equipment properly stored at the Site but not yet incorporated into the Work.

01 11 00 - 5

8. Any delays encountered during the reporting period.

9. An assessment of inclement weather delays and impacts to the progress of the Work.

F. Contractor may include any other information pertinent to the status of the Project.

Contractor shall include additional status information requested by Owner.

2 PART 2 - SITE CONSIDERATIONS

2.01 CONTRACTOR USE OF SITE

A. Contractor's use of the Site shall be limited to its construction operations, including on-site storage of materials, on-site fabrication facilities, and field offices.

B. Contractor access points, staging and parking areas have been designated on the Contract Drawings. Contractor shall restrict its operations to those areas and where the Contract Work shall be performed.

C. Contractor is advised that all indoor (buildings and galleries) and outdoor areas at the Site are nonsmoking areas. Contractor shall instruct all personnel working at Contractor’s behest to observe Owner’s smoking restrictions.

KCWRRF Administration Building Remodel 01 19 00 - 1

SEISMIC REQUIREMENTS

SECTION 01 19 00

PART 1 - GENERAL

1.01 SUMMARY

A. This Section is applicable to the following secondary structural system elements, non-structural components, and/or equipment supported by structures:

1. Mechanical, electrical, and plumbing equipment and appurtenances.

2. Conduit, piping, cable trays, raceways, ducts and similar systems.

3. Tanks and vessels (include contents), including support systems.

4. All equipment specifically listed in this specification.

5. Storage racks, suspended ceilings, light fixtures, partitions, store-front windows, louvers, architectural features and other non-structural components.

B. This Section is applicable to the following elements of the primary structural system:

1. None.

1.02 REFERENCES

A. American Society of Civil Engineers Standard ASCE 7-10, Minimum Design Loads for Buildings and Other Structures.

B. 2022 Oregon Structural Specialty Code (OSSC) with amendments, based on the 2021 International Building Code.

1.03 DEFINITIONS

A. Engineer: The Engineer responsible for the preparation of Contract Documents.

B. Specialty Engineer: Structural or Civil Engineer licensed in the State where the project is being built responsible for specific elements of the primary structural system, the secondary structural system, non-structural elements and/or equipment supported by structures. The Specialty Engineer shall be provided by the Contractor.

01 19 00 - 2

1.04 GENERAL DESIGN REQUIREMENTS

A. The Contractor is responsible for producing designs that resist applicable loads and forces in accordance with the design criteria. The Contractor is responsible for coordinating between the Engineer and the Specialty Engineer.

B. The design of non-structural components and equipment shall be in accordance with the OSSC Chapter 16, ASCE 7-10, and the coefficients and factors for determining the total design forces shown on the Drawings.

C. Coordinate the layout so that adequate space is provided between items for relative motion. Provide additional supports and restraints between items of different systems when necessary to prevent seismic and wind impacts or interaction.

D. Design non-building structures in accordance with chapter 15 of ASCE 7-10; all designs utilizing chapter 15 shall include the design and anchorage of the entire non-building structure.

E. Design anchorages of all elements of structures, nonstructural components, and equipment supported by structures, to resist static and dynamic operational loads, plus other applicable loads (i.e. live, wind, seismic, snow, rain, fluid, earth, etc.)

specified in the OSSC Chapter 16, ASCE 7-10, and as follows:

1. For suspended equipment, multiply dead load by 1.2 and add 0.2SDS to account for vertical seismic effects in the downward direction.

2. For anchorage uplift, multiply dead load by 0.9 and subtract 0.2SDS if used to reduce vertical seismic effects.

3. Post-installed anchors installed in concrete shall be prequalified for seismic application in accordance with ACI 355.2.

F. Design Basis and Coordination: Contractor shall note that the layout of the structure and equipment pads is based on the first named manufacturer and model for the equipment to be anchored.

1. Contractor shall coordinate all attachments and related work and shall provide connections as noted in the favorably reviewed shop drawings.

2. For all suppliers, if the dimensions required by the contractor’s submitted anchorage calculations deviate from those provided on the drawings, contractor shall note the deviation in the submittal for review and provide the favorably reviewed pad at no additional cost to the owner.

3. If a model or manufacturer other than the first name supplier is submitted for use by the contractor, contractor shall coordinate all related work and deviations from the drawings.

01 19 00 - 3

1.05 DESIGN REQUIREMENTS FOR PIPING, CONDUIT, AND DUCTS

A. The Contractor is responsible for producing designs for support of piping, conduit, duct or other systems to resist total lateral and vertical forces based on the design criteria coefficients specified above, unless shown on the Contract Documents.

Except where the technical specifications give specific exemption from resistance of seismic forces, all supports shall be designed to meet seismic criteria.

B. Where possible, pipes, conduit, and their connections shall be constructed of ductile materials (e.g., copper, ductile iron, steel or aluminum and brazed, welded or screwed connections). Pipes, conduits and their connections, constructed of nonductile materials (e.g., cast iron, no-hub pipe and plastic), shall have the brace spacing reduced to one-half of the spacing allowed for ductile material.

C. Seismic restraints may be omitted for the following conditions, where flexible connections are provided between components and the associated ductwork, piping and conduit:

1. Fuel piping less than 1-inch inside diameter.

2. All other piping less than 2.5 inches inside diameter or all piping suspended by individual hangers 12 inches or less in length from the top of the pipe to the bottom of the structural support for the hanger or electrical conduit less than 2.5 inches trade size.

3. All rectangular air-handling ducts less than 6 square feet in cross-sectional area or all round air-handling ducts less than 28 inches diameter or all ducts suspended by individual hangers 12 inches or less in length from the top of the duct to the bottom of the structural support for the hanger, where the hangers are detailed to avoid bending of the hangers and their connections.

D. All trapeze assemblies supporting pipes, ducts and conduit shall be braced to resist the total seismic forces considering the weight of the elements on the trapeze. Pipes, ducts and conduit supported by a trapeze where none of those elements would individually be braced need not be braced if connections to the pipe/conduit/ductwork or directional changes do not restrict the movement of the trapeze. If this flexibility is not provided, bracing will be required when the aggregate weight of the pipes and conduit exceed 10 pounds/foot. The weight shall be determined assuming all pipes and conduit are filled with water.

E. As an alternative to designing the supports and anchorage, where an approved national standard provides a basis for the earthquake-resistant design, submit standard, data, and details for piping, conduit, duct or other systems:

1. For ductwork, mechanical piping, process piping and electrical conduits, follow Guidelines for Seismic Restraints of Mechanical Systems by SMACNA modified as follows:

a. Seismically brace piping regardless of size or location. Provide transverse braces at all changes in direction and at the end of all pipe

01 19 00 - 4 runs. Space transverse braces not more than 20 feet apart. Provide longitudinal braces at 40-foot centers.

b. Seismically brace all ductwork regardless of size or location. Provide transverse braces at all changes in direction and at each end of run.

Space braces not over 20 feet apart. Provide longitudinal braces at 40-foot centers.

1.06 SUBMITTALS

A. Submit in accordance with Section 01 30 00.

B. Shop Drawings for non-building structures and contractor designed components:

Submit signed and sealed structural calculations and detailed drawings for the following listed elements and where required in Divisions 2 through 33 of the primary structural system and their attachments, the secondary structural system and their attachments, permanent non-structural components and their attachments, and the attachments and anchorage for permanent equipment supported by the structure:

1. Rooftop HVAC unit curbs (RTU’s, SSO’s and exhaust fans.)

2. Aluminum Storefront Window Systems.

3. Any components or equipment the contractor’s Specialty Engineer has designed using chapter 15 of ASCE 7-10.

C. Seismic Certification of Equipment: Submit certification for equipment not listed in paragraph B, but included in Divisions 2 through 33 that the equipment itself is designed to resist all internal seismic forces based on the seismic design criteria for the project. Submit Level 1 or Level 2 certification as noted in the equipment specifications. If no level is indicated, provide Level 1 certification.

1. Level 1 Certification shall consist of a written certification from the manufacturer that the equipment is capable of resisting the internal seismic loads due to the loading conditions noted herein and meeting the requirements of ASCE 7 Chapter 13.2.1.

2. Level 2 Certification shall consist of a written certification from the manufacturer, and accompanying test results or experiential evidence, indicating compliance with ASCE 7 Chapter 13.2.2.

3. For elements designed using chapter 15, contractor shall submit complete calculations for the element or non-building structure in lieu of seismic certification.

D. Shop Drawings for Anchorage Calculations: Where required in the equipment specifications in Divisions 2 through 33 and listed below, submit signed and sealed structural calculations and detailed drawings from the contractor’s Specialty Engineer.

01 19 00 - 5

1. Required anchorage items include:

E. Rooftop HVAC units (RTU’s, SSO’s and exhaust fans.) Structural calculations and detailed drawings shall be prepared by the Specialty Engineer.

F. Structural calculations and detailed drawings shall clearly show the total design forces which will be transferred from the elements of the structural system, non-structural components, and/or equipment and their attachments to the primary structure. Calculations must be reviewed by Engineer for general conformance with the design criteria and building code and therefore calculations shall include:

1. Seismic and wind load criteria used to determine design lateral and uplift forces. For external equipment, a statement should be made as to whether wind controls for all equipment.

2. Derivation of forces used, including at least one complete sample calculation, showing the process used so that Engineer of Record may determine general compliance. Printouts of spreadsheets without explanation of calculations used to determine values are not acceptable.

3. Adequacy of anchorage to concrete and masonry or attachment to the primary structure to transfer the design forces from the element.

4. Detail drawings shall note:

a. Required concrete strength,

b. Anchor type, dimensions, and materials. Coordinate material selection with Section.

c. Edge distance, spacing, embedment depth, substrate thickness and any supplementary reinforcing required for anchors installed in concrete.

d. Required dimensions of equipment pads based on equipment size and edge distance. The Contractor shall coordinate dimensions of equipment pads, including any revisions required to meet the requirements of the favorably reviewed submittal by the Specialty Engineer at no additional cost to the Owner.

G. The Engineer's review of items within a Specification Section cannot be completed until all related items have been coordinated and submitted for review.

H. Quality Assurance Submittals

1. Test Reports: Submit test reports for tension testing of anchors.

1.07 QUALITY ASSURANCE

A. Qualifications: The Contractor is responsible for submitting signed and sealed structural calculations and detailed drawings from a Specialty Engineer licensed in the State where the project is being built.

01 19 00 - 6

B. Regulatory Requirements: Comply with the State of Oregon adopted and amended versions of the International Building Code (IBC) Section 1613, the referenced sections of ASCE 7 plus clarifications and additions specified in this Section.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.01 FIELD QUALITY CONTROL

A. Site Tests: Tension testing of expansion or adhesive anchors utilized for anchorage shall be done in the presence of the inspector and a report of the test results shall be submitted. See structural drawings.

B. Inspection: Special Inspection shall be provided for high strength bolting or bolts installed in concrete. See structural drawings.

01 31 00 - 1

CONSTRUCTION SCHEDULE

SECTION 01 31 00

PART 1 GENERAL

1.01 DESCRIPTION

A. This Section specifies requirements and procedures for the Contractor in preparing a construction schedule. The purpose of the schedule shall be to ensure adequate planning of the work by the Contractor, to establish the standard against which satisfactory completion of the project shall be judged, to assist the Engineer in monitoring progress, and to assess a change proposal’s impact on the construction schedule.

1.02 SUBMTTALS

A. Submit the required submittals in accordance with Section 01 33 00.

B. Before starting work, the Contractor shall submit to the Engineer an overall contract construction schedule showing the proposed order of work and indicate the time required for completion of the major items and sub-items of work. The schedule shall also show the critical path to accomplish all of the work. The format for the schedule shall be as a format showing start and completion dates for the various work activities.

PART 2 PRODUCTS

2.01 CONSTRUCTION SCHEDULES

A. Computer Scheduling Software: Prepare schedules using current version of a program that has been developed specifically to manage construction schedules.

Schedule shall be at minimum a Gantt Chart, or equivalent as approved by the Engineer.

B. Time Frame: Extend schedule from date established for the Notice to Proceed to date of final completion.

C. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order.

D. Recovery Schedule: When periodic update indicates the Work is 15 or more days behind the current accepted schedule, submit a separate recovery schedule indicating means by which CONTRACTOR intends to regain compliance with the schedule. Indicate changes to working hours, working days, crew sizes, and equipment required to achieve compliance, and date by which recovery will be accomplished.

PART 3 EXECUTION

3.01 SUBMISSION AND APPROVAL

A. The schedule shall be realistic and definitive as to the amount of work which is to be accomplished within the time indicated and shall be updated monthly to reflect

01 31 00 - 2 actual work progress. The schedule shall breakdown the project into activities corresponding to the plan sheets and will include major tasks to complete all phases of work. It will be used as an indication of the sequence of the major construction operations and as a check on the progress of the Work.

B. Failure to include any work item required for performance of this Contract shall not excuse CONTRACTOR from completing all work within applicable completion dates, regardless of ENGINEER’s acceptance of the schedule.

C. The Engineer's review of the original schedule shall not constitute a warranty or representation by the Owner that the Contractor can perform the work according to such schedule.

01 32 33 - 1

PHOTOGRAPHIC DOCUMENTATION

SECTION 01 32 33

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for the following:

1. Preconstruction photographs.

2. Provide periodic construction photographs.

3. Final Completion construction photographs.

1.2 SUBMITTALS

A. Photographs shall be uploaded to Procore in the Photos project tool.

B. Photographs shall be added to an album with the name of the room, as identified in the project drawings, where they were taken.

C. Submit digital images of each photographic view within seven days of taking photographs.

PART 2 - PRODUCTS

2.1 CAMERA REQUIREMENTS

A. The Contractor shall use a digital still‐camera capable of producing full-color images with a resolution of at least 24 megapixels (MP) (effective) in JPEG format.

B. The camera shall provide zoom capability sufficient to document details from varying vantage points.

C. The camera shall be capable of capturing clear images in typical interior construction lighting (including lower light, e.g., basements or concealed ceiling plenum spaces); the Contractor may use supplemental lighting if needed to meet clarity requirements.

PART 3 - EXECUTION

3.1 CONSTRUCTION PHOTOGRAPHS

A. General:

1. Take photographs using the maximum range of depth of field, and that are in focus, to clearly show the Work. Photographs with blurry or out-of-focus areas will not be accepted.

01 32 33 - 2

2. Digital Images: Submit digital images exactly as originally recorded in the digital camera, without alteration, manipulation, editing, or modifications using image-editing software.

B. Preconstruction Photographs: Before commencement of excavation, take digital photographs of Project site and surrounding properties, including existing items to remain during construction, from different vantage points, or as directed by Engineer or Owner.

1. Flag excavation areas before taking construction photographs.

2. Take a minimum of 16 photographs to show existing conditions adjacent to property before starting the Work.

3. Take additional photographs as required to record settlement or cracking of adjacent structures, pavements, and improvements.

C. Periodic Construction Photographs:

1. Take a minimum of 10 digital photographs weekly. Select vantage points to show status of construction and progress since last photographs were taken.

2. Take photographs showing:

a. After removal of materials displaying unexpected conditions in walls and ceilings

b. Any unexpected conditions

c. Building Weather-proofing, including Barriers, Windows, Doors, Siding, & Roofing.

d. Any area for discussion with Architect and Owner.

e. Conditions immediately before any wall, ceiling, floor, or other construction element that will become concealed from view is closed in.

D. Other Construction Photographs as Directed: From time to time, Engineer or Owner may instruct contractor about number and frequency of digital photographs and general directions on vantage points. Select actual vantage points and take photographs to show the status of construction and progress since last photographs were taken.

01 33 00 - 1

SUBMITTALS

SECTION 01 33 00

PART 1 - GENERAL

1.01 DEFINITIONS

A. Action Submittal: Written and graphic information submitted by Contractor that requires Engineer’s approval.

B. Deferred Submittal: Information in accordance with 2021 IBC Section 107.3.4.1 submitted by Contractor for portions of design that are to be submitted to permitting agency for approval prior to installation of that portion of the Work, along with Engineer’s review documentation that submittal has been found to be in general conformance with Project’s design.

C. Informational Submittal: Information submitted by Contractor that requires Engineer’s review and determination that submitted information is in accordance with the Conditions of the Contract.

1.02 PROCEDURES

A. Direct submittals to Owner at the following, unless specified otherwise.

1. Submit via Owner provided electronic document management system software (Procore Construction Management Software).

B. Electronic Submittals: Submittals shall, unless specifically accepted, be made in electronic format.

1. Each submittal shall be an electronic file in Adobe Acrobat Portable Document Format (PDF). Use the latest version available at time of execution of the Agreement.

2. Electronic files that contain more than 10 pages in PDF format shall contain internal bookmarking from an index page to major sections of the document.

3. PDF files shall be set to open “Bookmarks and Page” view.

4. Add general information to each PDF file, including title, subject, author, and keywords.

5. PDF files shall be set up to print legibly at 8.5-inch by 11-inch, 11-inch by 17-inch, or 22-inch by 34-inch. No other paper sizes will be accepted.

6. Submit new electronic files for each resubmittal.

7. Include a copy of the Transmittal of Contractor’s Submittal form.

C. Transmittal of Submittal:

1. Contractor shall:

a. Review each submittal and check for compliance with Contract Documents.

01300 - 2

b. Stamp each submittal with uniform approval stamp before submitting .

i. Stamp to include Project name, submittal number, Specification number, Contractor’s reviewer name, date of Contractor’s approval, and statement certifying submittal has been reviewed, checked, and approved for compliance with Contract Documents.

ii. Engineer will not review submittals that do not bear Contractor’s approval stamp and will return them without action.

2. Identify each submittal with the following:

a. Numbering and Tracking System:

i. Sequentially number each submittal.

ii. Resubmission of submittal shall have original number with sequential alphabetic suffix.

b. Specification section and paragraph to which submittal applies.

c. Project title and Owner’s project number.

d. Date of transmittal.

e. Names of Contractor, Subcontractor or Supplier, and manufacturer as appropriate.

3. Identify and describe each deviation or variation from Contract Documents.

D. Processing Time:

1. Time for review shall commence on Owner’s receipt of submittal.

2. Owner will act upon Contractor’s submittal and transmit response to Contractor not later than 30 days after receipt, unless otherwise specified.

3. Resubmittals will be subject to same review time.

4. No adjustment of Contract Times or Price will be allowed as a result of delays in progress of Work caused by rejection and subsequent resubmittals.

E. Resubmittals: Clearly identify each correction or change made.

F. Incomplete Submittals:

1. Owner will return entire submittal for Contractor’s revision if preliminary review deems it incomplete.

2. When any of the following are missing, submittal will be deemed incomplete:

a. Contractor’s review stamp; completed and signed.

01 33 00 - 3

b. Transmittal of Contractor’s Submittal; completed and signed.

c. Insufficient number of copies.

1.03 ACTION SUBMITTALS

A. Prepare and submit Action Submittals required by individual specification sections.

B. Shop Drawings:

1. Identify and Indicate:

a. Applicable Contract Drawing and Detail number, products, units and assemblies, and system or equipment identification or tag numbers.

b. Equipment and Component Title: Identical to title shown on Drawings.

c. Critical field dimensions and relationships to other critical features of Work. Note dimensions established by field measurement.

d. Project-specific information drawn accurately to scale.

2. Manufacturer’s standard schematic drawings and diagrams as follows:

a. Modify to delete information that is not applicable to the Work.

b. Supplement standard information to provide information specifically applicable to the Work.

3. Product Data: Provide as specified in individual specifications.

4. Deferred Submittal: See Drawings for list of deferred submittals.

a. Contractor-design drawings and product data related to permanent construction.

i. Written and graphic information.

ii. Drawings.

iii. Cut sheets.

iv. Data sheets.

v. Action item submittals requested in individual specification section.

b. Prior to installation of indicated structural or nonstructural element, equipment, distribution system, or component or its anchorage, submit required supporting data and drawings for review and acceptance by Owner. Documentation of review and approval provided on Owner’s comment form, along with completed submittal, shall be filed with permitting agency by Contractor and approved by permitting agency prior to installation.

01300 - 4

C. Samples:

1. Copies: Two, unless otherwise specified in individual specifications.

2. Preparation: Mount, display, or package Samples in manner specified to facilitate review of quality. Attach label on unexposed side that includes the following:

a. Manufacturer name.

b. Model number.

c. Material.

d. Sample source.

3. Manufacturer’s Color Chart: Units or sections of units showing full range of colors, textures, and patterns available.

4. Full-size Samples:

a. Size as indicated in individual specification section.

b. Prepared from same materials to be used for the Work.

c. Cured and finished in manner specified.

d. Physically identical with product proposed for use.

D. Action Submittal Dispositions:

1. Engineer will review, comment, stamp, and distribute electronically as noted:

a. Approved:

i. Contractor may incorporate product(s) or implement Work covered by submittal.

b. Approved as Noted:

i. Contractor may incorporate product(s) or implement Work covered by submittal, in accordance with Engineer’s notations.

c. Partial Approval, Resubmit as Noted:

i. Make corrections or obtain missing portions, and resubmit.

ii. Except for portions indicated, Contractor may begin to incorporate product(s) or implement Work covered by submittal, in accordance with Engineer’s notations.

d. Revise and Resubmit:

i. Contractor may not incorporate product(s) or implement Work covered by submittal.

01 33 00 - 5

1.04 INFORMATIONAL SUBMITTALS

A. General:

1. Refer to individual specification sections for specific submittal requirements.

B. Certificates:

1. General:

a. Provide notarized statement that includes signature of entity responsible for preparing certification.

b. Signed by officer or other individual authorized to sign documents on behalf of that entity.

2. Welding: In accordance with individual specification sections.

3. Installer: Prepare written statements on manufacturer’s letterhead certifying installer complies with requirements as specified in individual specification section.

4. Material Test: Prepared by qualified testing agency, on testing agency’s standard form, indicating and interpreting test results of material for compliance with requirements.

5. Certificates of Successful Testing or Inspection: Submit when testing or inspection is required by Laws and Regulations or governing agency or specified in individual specification sections.

C. Construction Photographs: As required in Contract Documents.

D. Record Drawings: In accordance with Section 01 72 00, Record Drawings.

E. Deferred Submittals: See Drawings for list of deferred submittals.

1. Contractor-design data:

a. List of assumptions.

b. List of performance and design criteria.

c. Summary of loads or load diagram, if applicable.

d. Calculations.

e. List of applicable codes and regulations.

f. Name and version of design software.

g. Factory test results.

h. Informational submittals requested in individual specification section.

2. Prior to installation of indicated structural or nonstructural element, , submit calculations and test results of Contractor-designed components for review

01300 - 6 by Engineer. Documentation of review and indication of compliance with general design intent and Project criteria provided on comment form as meets conditions of the Contract, along with completed submittal, shall be filed with permitting agency by Contractor and approved by permitting agency prior to installation.

F. Manufacturer’s Instructions: Written or published information that documents manufacturer’s recommendations, guidelines, and procedures in accordance with individual specification section.

G. Application for Payment

1. During the progress of the Work, each application for payment shall be accompanied by Contractor’s Progress Schedule, with documentation of value of materials on had included in the application, and other data as requested by Owner.

H. Schedules:

1. Progress Schedule: During the progress of the Work, Contractor shall submit updated Progress Schedule monthly. Progress Schedule shall conform to Section 01 31 00: Construction Schedule.

2. Schedule of Submittals: Prepare separately or in combination with Project Schedule

a. Show for each, at a minimum, the following:

i. Specification section number.

ii. Identification by numbering and tracking system as specified under Paragraph Transmittal of Submittal.

iii. Estimated date of submission, including reviewing and processing time.

b. On a monthly basis, submit updated Schedule of Submittals if changes have occurred or resubmittals are required.

I. Special Guarantee: Supplier’s written guarantee as required in individual specification…