00015787 Attachment B Specifications.pdf

Prineville Maintenance Station

Maintenance Shop Roof Replacement 3571 NE 3rd St

Prineville, Oregon 97754

Oregon Department of Transportation 885 Airport Rd SE Bldg x Salem, Or 97301-4790

F4070301

31 December 2025

SPECIFICATIONS GROUP

DIVISION 01 GENERAL REQUIREMENTS

011000 SUMMARY

013100 PROJECT MANAGEMENT AND COORDINATON

013300 SUBMITTAL PROCEDURES

015000 TEMPORARY FACILITIES AND CONTROLS

017300 EXECUTION

017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

017700 CLOSEOUT PROCEDURES

017839 PROJECT RECORD DOCUMENTS

DIVISION 02 EXISTING CONDITIONS

024119 SELECTIVE DEMOLITION

DIVISION 07 THERMAL AND MOISTURE PROTECTION

074000 ROOFING PANELS

077253 SNOW GUARDS

Maintenance Shop Roof Replacement

SECTION 011000 -

SUMMARY

011000 - 1

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Project information.

2. Work covered by Contract Documents.

3. Time of commencement and completion.

4. Contractor's use of site and premises.

5. Excessive noise.

6. Coordination with occupants.

7. Work restrictions.

8. Specification and Drawing conventions.

B. Related Requirements:

1. Section 015000 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.

1.2 PROJECT INFORMATION

A. Project Identification: Prineville Maintenance Station Roof Replacement.

1. Project Location: 3571 NE 3rd St. Prineville, Oregon97754.

B. Owner: Oregon Department of Transportation, 885 Airport Rd SE Bldg X, Salem, Oregon.

C. Construction Project Manager (CPM): Oregon Department of Transportation, 885 Airport Rd SE, Bldg. X, Salem, Oregon, 97301.

1. CPM: Jesse Powning, Jesse.POWNING@odot.oregon.gov, 541.554.4775.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and consists of the following:

B. The project consists of installation of metal roofing on metal sub-purlins over the existing metal roofing.

C. Contractor shall provide related accessories such as fasteners ridge cap and eave trim as required.

Roof Replacement

SECTION 011000 -

SUMMARY

011000 - 2

1.4 TIME OF COMMENCEMENT AND COMPLETION

A. Notice to proceed: A written notice to proceed will be provided to the Contractor as indicated in the invitation to bid. The Contractor shall begin the work upon receipt of the notice to proceed. Notwithstanding any other provision of the contract the Owner shall not be obligated to accept or to pay for any work furnished by the Contractor prior to delivery of notice to proceed, whether or not the Owner has knowledge of the furnishing of work.

B. Prior to beginning any roofing work the contractor shall provide a complete visual inspection of the roof and report any deficiencies not covered in the contract documents to the CPM.

1.5 CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS

A. Contractor shall be supplied electronically, with one set of full-size drawings, half size reduced drawings and specifications. At least one complete set of contract documents, including one full-size set of drawings shall be kept at the site of construction in good condition, and at all times available to the CPM.

1.6 PERMITS AND FEES

A. ODOT has obtained the building permit. Contractor will be responsible for contacting the building department for required inspections.

1.7 CONTRACTOR'S USE OF SITE AND PREMISES

A. Construction Operating Hours: Operating hours shall be limited to 0700 to 1700 Monday through Friday. Deviations from noted hours shall be with approval by CPM.

B. Limits on Use of Site: Contractors lay down/staging area will be coordinated through CPM. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Driveways, Walkways, Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or for storage of materials.

1.8 EXCESSIVE NOISE

A. All equipment shall have muffling devices in good working order at all times. Equipment not so equipped will be removed from site.

B. Cooperate with Owner in locating high noise producing equipment in areas least offensive and/or provide sound enclosure or shielding to dampen sound.

C. Playing of loud music or similar noise will not be allowed at the work site.

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SECTION 011000 -

SUMMARY

011000 - 3

1.9 WORK RESTRICTIONS

A. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:

1. Notify CPM not less than two days in advance of proposed utility interruptions.

2. Obtain CPM permission in writing before proceeding with utility interruptions.

B. Noise, Vibration, Dust, and Odors: Coordinate operations that may result in high levels of noise and vibration, dust, odors, or other disruption to Owner occupancy with Owner.

1. Notify CPM not less than two days in advance of proposed disruptive operations.

2. Obtain CPM written permission before proceeding with disruptive operations.

C. Smoking and Controlled Substance Restrictions: Use of tobacco products , alcoholic beverages, and other controlled substances on Project site is not permitted.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 011000

Roof Replacement

SECTION 013100 - PROJECT

MANAGEMENT AND

COORDINATION

013100 - 1

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

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

1. Description

2. General coordination procedures.

3. Coordination drawings.

4. Requests for Information (RFI's).

5. Project meetings.

6. Terms

1.2 DESCRIPTION

A. The Contractor shall coordinate with the CPM during the duration of the project.

1. The Contractor will be responsible for keeping the CPM informed of all activity throughout the project identified in this Contract.

1.3 GENERAL COORDINATION PROCEDURES

A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations included in different Sections that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

B. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's construction schedule.

2. Preparation of the schedule of values.

3. Installation and removal of temporary facilities and controls.

4. Delivery and processing of submittals.

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SECTION 013100 - PROJECT

MANAGEMENT AND

COORDINATION

013100 - 2

5. Progress meetings.

6. Preinstallation conferences.

7. Project closeout activities.

1.4 QUALITY ASSURANCE

A. Throughout the progress of the work, the Contractor shall provide all necessary personnel thoroughly familiar with the Specifications and Drawings, completely trained and experienced in the necessary skills, who shall be present at the site and direct all work performed.

B. Conditions of Surfaces: Surfaces previously prepared or installed by another trade shall be inspected carefully before applying subsequent materials or finishes. If an unsatisfactory condition to that finish exists, notify the General Contractor and CPM in writing immediately.

Otherwise assume full responsibility for resulting appearance, condition and acceptance of finished surfaces.

C. Covering Up: No Contractor or Subcontractor shall cover up work or conceal work of other Contractor/Subcontractor until same has been inspected and/or approved.

1.5 REQUEST FOR INFORMATION (RFI)

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

1. CPM will return without response those RFIs submitted by other entities controlled by Contractor.

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

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

1. Owner name.

2. Project Name

3. Name of CPM.

4. Date.

5. Name of Contractor.

6. RFI number, numbered sequentially.

7. RFI subject.

8. Specification Section number and title and related paragraphs, as appropriate.

9. Drawing number and detail references, as appropriate.

10. Field dimensions and conditions, as appropriate.

11. Contractor's suggested resolution. If Contractor's suggested resolution impacts the Contract

Time or the Contract Sum, Contractor shall state schedule and cost impact in the RFI.

12. Contractor's signature.

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SECTION 013100 - PROJECT

MANAGEMENT AND

COORDINATION

013100 - 3

13. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

C. RFI Forms: Electronic format containing information as noted above. Software-generated form with substantially the same content as indicated above, acceptable to the CPM.

D. RFI's will be reviewed to determine action required, and response. Allow five days for CPM response to each RFI. RFIs received after 1:00 p.m. will be considered as received the following working day.

1. The following Contractor-generated RFIs will be returned without action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

c. Requests for approval of Contractor's means and methods.

d. Requests for coordination information already indicated in the Contract Documents.

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

f. Requests for interpretation of review actions on submittals.

g. Incomplete RFIs or inaccurately prepared RFIs.

2. CPM's action may include a request for additional information, in which case CPM's time for response will date from time of receipt.

3. CPM's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal in accordance with General Provisions.

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

Contract Sum, notify CPM in writing within three days of receipt of the RFI response.

1.6 PROJECT MEETINGS

A. General: Schedule and conduct meetings and conferences at Project site unless otherwise indicated.

B. Preconstruction Meeting: A preconstruction meeting, before starting construction, at a time convenient to Owner and CPM, but no later than five business days following NTP.

1. Attendees: Authorized representatives of Owner and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Discuss items of significance that could affect progress, including the following:

a. Responsibilities and personnel assignments.

b. Tentative construction schedule.

c. Coordination between Contractor and CPM.

d. Critical work sequencing and long lead items.

e. Designation of key personnel and their duties.

f. Lines of communications.

g. Procedures for processing field decisions and Change Orders.

h. Procedures for RFIs.

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SECTION 013100 - PROJECT

MANAGEMENT AND

COORDINATION

013100 - 4

i. Procedures for processing Applications for Payment.

j. Distribution of the Contract Documents.

k. Submittal procedures.

l. Preparation of Record Documents.

m. Use of the premises.

n. Work restrictions.

o. Working hours.

p. Owner's occupancy requirements.

q. Responsibility for temporary facilities and controls.

r. Construction waste management and recycling.

s. Parking availability.

t. Office, work, and storage areas.

u. Equipment deliveries and priorities.

v. First aid.

w. Security.

x. Progress cleaning.

3. Minutes: Contractor shall record and distribute meeting minutes.

C. Progress Meetings: Conduct progress meetings as directed by CPM .

1. Attendees: In addition to representatives of Owner , each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project.

1.7 TERMS

A. "APPROVED" as used herein means "approved by the ODOT CPM.

B. 'FOR APPROVAL" means "for the CPM approval."

C. "SELECTED" means "selected by the CPM."

D. "PROVIDE" means "furnish and install."

E. Where words "or approved" ae used, Construction Project Manager is sole judge of quality and suitability of proposed alternate or substitution.

F. "CONSTRUCTION PROJECT MANAGER" (CPM) refers to the individual selected by ODOT to manage the project.

G. "Project Coordination" refers to the on-site individual (if) selected by ODOT to be the local liaison the contractor.

H. "INSTALL" means "furnish and install."

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SECTION 013100 - PROJECT

MANAGEMENT AND

COORDINATION

013100 - 5

I. Items noted as "N.I.C." are "Not in Contract" and will be furnished and installed by Owner or others.

PART 2 - PRODUCTS (Not Used)

END OF SECTION 013100

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SECTION 013300 -

SUBMITTAL PROCEDURES

013300 - 1

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Submittal schedule requirements.

2. Administrative and procedural requirements for submittals.

1.2 DEFINITIONS

A. Action Submittals: Written and graphic information and physical samples that requires responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals."

B. Informational Submittals: Written and graphic information and physical samples that do not require responsive action. Submittals may be rejected for not complying with requirements.

Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals."

1.3 SUBMITTAL SCHEDULE

A. Submittal Schedule: Submit, as an action submittal, a list of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by CPM and additional time for handling and reviewing submittals required by those corrections.

1.4 SUBMITTAL FORMATS

A. Submittal Information: Include the following information in each submittal:

1. Project name.

2. Date.

3. Name of Contractor.

4. Names of subcontractor, manufacturer, and supplier.

5. Unique submittal number, including revision identifier. Include Specification Section number with sequential alphanumeric identifier; and alphanumeric suffix for resubmittals.

6. Number and title of Specification Section, with paragraph number and generic name for each of multiple items.

7. Drawing number and detail references, as appropriate.

8. Indication of full or partial submittal.

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013300 - 2

9. Signature of transmitter.

B. Options: Identify options requiring selection by CPM.

C. Deviations and Additional Information: On each submittal, clearly indicate deviations from requirements in the Contract Documents, including minor variations and limitations; include relevant additional information and revisions, other than those requested by CPM on previous submittals. Indicate by highlighting on each submittal or noting on attached separate sheet.

D. Submittals shall be electronic.

1.5 SUBMITTAL PROCEDURES

A. Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections.

1. Email: Prepare submittals as PDF package, and transmit to CPM by sending via email.

Include PDF transmittal form. Include information in email subject line as requested by

CPM.

B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Submit all submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule.

3. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals.

C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows.

Time for review shall commence on receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

1. Initial Review: Allow 10 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required.

2. Resubmittal Review: Allow 10 days for review of each resubmittal.

D. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.

E. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

F. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Architect's action stamp.

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013300 - 3

1.6 SUBMITTAL REQUIREMENTS

A. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard published data are unsuitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's catalog cuts.

b. Manufacturer's product specifications.

c. Standard color charts.

d. Statement of compliance with specified referenced standards.

e. Testing by recognized testing agency.

f. Application of testing agency labels and seals.

g. Notation of coordination requirements.

h. Availability and delivery time information.

4. For equipment, include the following in addition to the above, as applicable:

a. Wiring diagrams that show factory-installed wiring.

b. Printed performance curves.

c. Operational range diagrams.

d. Clearances required to other construction, if not indicated on accompanying Shop

Drawings.

5. Submit Product Data before Shop Drawings, and before or concurrent with Samples.

B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:

a. Identification of products.

b. Schedules.

c. Compliance with specified standards.

d. Notation of coordination requirements.

e. Notation of dimensions established by field measurement.

f. Relationship and attachment to adjoining construction clearly indicated.

g. Seal and signature of professional engineer if specified.

1.7 CONTRACTOR'S REVIEW

A. Action Submittals and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents.

Note corrections and field dimensions. Mark with approval stamp before submitting to CPM.

B. Contractor's Approval: Indicate Contractor's approval for each submittal with contractors approval stamp . Include name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

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1. CPM will not review submittals received from Contractor that do not have Contractor's review and approval.

1.8 ODOT REVIEW

A. Action Submittals: CPM will review each submittal, indicate corrections or revisions required.

1. PDF Submittals: CPM will indicate, via markup on each submittal, the appropriate action as follows:

a. Submittals will be returned marked Approved, Approved as Noted, Revise and

Resubmit. Incomplete submittals will be marked Rejected and not reviewed.

B. Informational Submittals: CPM will review each submittal and will not return it, or will return it if it does not comply with requirements. CPM will forward each submittal to appropriate party.

C. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from CPM.

D. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review.

E. Submittals received from sources other than Contractor will be returned without review.

F. Submittals not required by the Contract Documents will be returned by CPM without action.

PART 2 - PRODUCTS (Not Used)

END OF SECTION 013300

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SECTION 015000 -

TEMPORARY FACILITIES

AND CONTROLS

015000 - 1

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

1.1 USE CHARGES

A. Water Service: Available from existing system without charge.

B. Electric Power Service: Available from existing system without charge.

1.2 TEMPORARY FACILITIES

A. Field office as required by contractor.

1.3 EQUIPMENT

A. Fire extinguishers.

1.4 TEMPORARY UTILITY INSTALLATION

A. Sanitary Facilities: Provide temporary toilets and wash facilities for all workers and inspectors.

B. Electric Power Service: Provide suitable construction grade extension cords as required to connect to existing facilities.

C. Lighting: Provide temporary lighting as required.

1.5 SECURITY AND PROTECTION FACILITIES INSTALLATION

A. Provide security fencing around staging and materials storage area at contractor's option.

END OF SECTION 015000

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SECTION 017300 -

EXECUTION

017300 - 1

SECTION 017300 - EXECUTION

1.1 SUMMARY

A. Section includes general administrative and procedural requirements governing execution of the Work, including, but not limited to, the following:

1. Construction layout.

2. Installation of the Work.

3. Cutting and patching.

4. Progress cleaning.

5. Protection of installed construction.

6. Correction of the Work.

1.2 DEFINITIONS

A. Cutting: Removal of in-place construction necessary to permit installation or performance of subsequent work.

1.3 QUALITY ASSURANCE

A. Cutting and Patching: Comply with requirements for and limitations on cutting and patching of construction elements.

1. Structural Elements: Do not cut structural elements.

2. Existing Elements: Neatly cut existing insulation and install new insulation materials in a neat manner.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Comply with requirements specified in other Sections.

B. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.

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017300 - 2

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examination and Acceptance of Conditions: Before proceeding with each component of the Work, examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations.

B. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions.

3.2 PREPARATION

A. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work.

B. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to CPM in accordance with requirements in Section 013100 "Project Management and Coordination."

3.3 CONSTRUCTION LAYOUT

A. Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings.

3.4 INSTALLATION

A. Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated.

B. Comply with manufacturers written instructions and recommendations for installing products in applications indicated.

C. Install products at the time and under conditions that will ensure satisfactory results as judged by CPM. Maintain conditions required for product performance until Substantial Completion.

D. Coordinate construction operations with CPM to assure minimal impacts on continuing operations.

E. Sequence the Work and allow adequate clearances to accommodate movement of construction items on-site and placement in permanent locations.

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F. Tools and Equipment: Select tools or equipment that minimize production of excessive noise levels.

3.5 PROGRESS CLEANING

A. Clean Project site and work areas daily, including common areas. Enforce requirements strictly.

Dispose of materials lawfully.

B. Site: Maintain Project site free of waste materials and debris.

C. Work Areas: Clean areas where Work is in progress to the level of cleanliness necessary for proper execution of the Work.

1. Remove liquid spills promptly.

2. Where dust would impair proper execution of the Work, broom-clean or vacuum the entire work area, as appropriate.

D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces.

E. Exposed Surfaces: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion.

F. Waste Disposal: Do not bury or burn waste materials on-site. Do not wash waste materials down sewers or into waterways.

G. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion.

H. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects.

3.6 PROTECTION OF INSTALLED CONSTRUCTION

A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion.

B. Protection of Existing Items: Provide protection and ensure that existing items to remain undisturbed by construction are maintained in condition that existed at commencement of the Work.

C. Comply with manufacturer's written instructions for temperature and relative humidity.

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3.7 CORRECTION OF THE WORK

A. Repair or remove and replace damaged, defective, or nonconforming Work. Restore damaged substrates and finishes.

1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment.

B. Repair Work previously completed and subsequently damaged during construction period. Repair to like-new condition.

C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair.

END OF SECTION 017300

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SECTION 017419 -

CONSTRUCTION WASTE

DISPOSAL

017419 - 1

SECTION 017419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

1.1 SUMMARY

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

1. Disposing of nonhazardous demolition and construction and waste.

1.2 DEFINITIONS

A. Construction Waste: Building, structure, and other solid waste resulting from construction, remodeling, renovation, or repair operations. Construction waste includes packaging.

B. Disposal: Removal of demolition or construction waste and subsequent salvage, sale, recycling, or deposit in a landfill.

PART 2 - PRODUCTS

2.1 NOT USED

PART 3 - EXECUTION

3.1 IMPLEMENTATION

A. Training: Train workers, subcontractors, and suppliers on proper waste management procedures, as appropriate for the Work.

3.2 DISPOSAL OF WASTE

A. General: Except for items or materials to be salvaged or recycled, remove waste materials from Project site and legally dispose of them off site.

1. Do not allow waste materials that are to be disposed of accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

B. Burning: Do not burn waste materials.

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SECTION 017419 -

CONSTRUCTION WASTE

DISPOSAL

017419 - 2

END OF SECTION 017419

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SECTION 017700 -

CLOSEOUT PROCEDURES

017700 - 1

SECTION 017700 - CLOSEOUT PROCEDURES

1.1 SUMMARY

A. Section includes administrative and procedural requirements for Contract closeout, including, but not limited to, the following:

1. Substantial Completion procedures.

2. Final completion procedures.

3. Warranties.

4. Final cleaning.

B. Related Requirements:

1. Section 017839 "Project Record Documents" for submitting Record Drawings, Record Specifications, and Record Product Data.

1.2 CLOSEOUT SUBMITTALS

A. Certificates of Release: From authorities having jurisdiction.

1.3 SUBSTANTIAL COMPLETION PROCEDURES

A. Contractor's List of Incomplete Items: Prepare and submit a list of items to be completed and corrected (Contractor's "punch list"), indicating the value of each item on the list and reasons why the Work is incomplete.

B. Procedures Prior to Substantial Completion: Complete the following a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request.

1. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements.

2. Complete final cleaning requirements.

3. Touch up paint and otherwise repair and restore marred exposed finishes to eliminate visual defects.

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SECTION 017700 -

CLOSEOUT PROCEDURES

017700 - 2

PART 2 - PRODUCTS

2.1 MATERIALS

A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.

PART 3 - EXECUTION

3.1 FINAL CLEANING

A. Perform final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations.

B. Cleaning: Employ experienced workers for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions.

1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a designated portion of Project:

a. Clean Project site of rubbish, waste material, litter, and other foreign substances.

b. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition.

c. Leave Project clean and ready for occupancy.

3.2 REPAIR OF THE WORK

A. Complete repair and restoration operations required by Section 017300 "Execution" before requesting inspection for determination of Substantial Completion.

END OF SECTION 017700

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SECTION 017839 - PROJECT

RECORD DOCUMENTS

017839 - 1

SECTION 017839 - PROJECT RECORD DOCUMENTS

1.1 SUMMARY

A. Section includes administrative and procedural requirements for Project Record Documents, including the following:

1. As-built Drawings.

1.2 CLOSEOUT SUBMITTALS

A. As-built Drawings: Comply with the following:

1. Number of Copies: Submit one copy of Contractors As-built Drawings .

2. Submit copies of As-built Drawings as follows:

a. Initial Submittal:

1) Submit one paper-copy of updated As-built Drawings.

PART 2 - PRODUCTS (Not Used)

END OF SECTION 017839

Oakridge Maintenance Station

Roof Replacement

SECTION 024119 -

SELECTIVE DEMOLITION

024119 - 1

SECTION 024119 - SELECTIVE DEMOLITION

1.1 SUMMARY

A. Section Includes:

1. Demolition and removal of selected portions of building or structure.

2. Salvage of existing items to be reused or recycled.

1.2 MATERIALS OWNERSHIP

A. Unless otherwise indicated, demolition waste becomes property of Contractor.

1.3 PREINSTALLATION MEETINGS

A. Pre-demolition Conference: Conduct conference at Project site.

1.4 FIELD CONDITIONS

A. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.

B. Notify CPM of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

C. Storage or sale of removed items or materials on-site is not permitted.

D. Arrange selective demolition schedule so as not to interfere with Owner's operations.

PART 2 - PRODUCTS

2.1 Not used.

PART 3 - EXECUTION

A. Verify that existing loose materials have been removed prior to starting work.

Oakridge Maintenance Station

Roof Replacement

SECTION 024119 -

SELECTIVE DEMOLITION

024119 - 2

3.2 SELECTIVE DEMOLITION

A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:

1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping.

2. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

3. Dispose of demolished items and materials promptly.

B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

C. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse.

2. Protect items from damage during transport and storage.

3. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

3.3 CLEANING

A. Remove demolition waste materials from Project site

1. Do not allow demolished materials to accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

B. Burning: Do not burn demolished materials.

C. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

END OF SECTION 024119

Roof Replacement

SECTION 074000 - ROOFING

PANELS

074000 - 1

SECTION 074000 - ROOFING PANELS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Manufactured metal roofing panels.

B. Sub-purlins for installation of new roofing system over existing roof.

C. Related flashings, and accessory components as required to provide a complete roofing installation.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product to be provided..

1.3 QUALITY ASSURANCE

A. Installer: specializing in performing the work of this section with a minimum of three years of experience.

1.4 DELIVERY, STORAGE, AND PROTECTION

A. Protect panels from accelerated weathering by removing or venting plastic shipping sheet wrap.

B. Store prefinished material off ground and protected from weather. Prevent twisting, bending, or abrasion, and provide ventilation to stored materials. Slope metal sheets to ensure drainage.

C. Prevent contact with materials that may cause discoloration or staining of products.

1.5 PROJECT CONDITIONS

A. Coordinate the Work with work of other sections.

B. Coordinate the Work with existing roof vents.

Roof Replacement

SECTION 074000 - ROOFING

PANELS

074000 - 2

PART 2 - PRODUCTS

2.1 MANUFACTURED METAL PANEL ROOF SYSTEM

A. Consisting of a complete system to include preformed metal roof panels with hidden connectors installed on sub-purlins installed over the existing roof system. The system shall include ridge cap, flashings sealant and other materials for a complete roof installation.

B. Ridge cap and trim: Same material, thickness and finish as exterior sheets; brake formed to required profiles. Color to match existing building trim color.

2.2 MATERIALS

A. Subject to compliance with requirements, available manufacturers offering similar products may be considered.

B. Basis of design Taylor Metal Products or approved equal:

1. MS-200 mechanically seamed 22-gauge metal roof panels with concealed roof fasteners and 180 degree seam detail. Panels to be 18 inches in width, striated profile.

2. Engineered Over EZ Sub-purlins, 16-gauge galvanized.

3. Ridge cap, eave flashings, butyl sealant and miscellaneous materials required for a complete installation. Match metal roof panels in color and finish.

C. Exterior Finish Coating: Panel manufacturer's standard Kynar 500 Paint System.

D. Panel Back Coating: Panel manufacturer's standard polyester wash coat.

2.3 ACCESSORIES

A. Sealants: Butyl Tape and Sealant as recommended by panel manufacturer.

B. Fasteners: Manufacturer's standard type as recommended by manufacturer.

C. Concealed fasteners: Manufacturers standard type as recommended by manufacturer.

D. Field Touch-up Paint: As recommended by panel manufacturer.

PART 3 - EXECUTION

A. Verify that building framing members are ready to receive panels.

Roof Replacement

SECTION 074000 - ROOFING

PANELS

074000 - 3

3.2 INSTALLATION

A. Securely fasten any loose existing roof panels prior to installation of purlins.

B. Install panels on roof in accordance with Taylor Metal’s instructions.

C. Install roof sub-purlins in accordance with manufacturers instructions.

D. Fasten panels to structural sub-purlins; aligned, level, and plumb.

E. Install panels in continuous lengths.

F. Utilize 180-degree seam detail with butyl tape.

G. Install panels from east to west and/ or north to south depending on building orientation. Verify lap direction with Construction Project Manager prior to starting installation.

H. Make cuts where required with shearing tools. Abrasive cutting is not allowed.

I. Install required flashings as required for a complete roofing installation.

3.3 TOLERANCES

A. Maximum offset from true alignment between adjacent members butting or In Line: 1/16 inch.

B. Maximum Variation from plane or location indicated on Drawings: 1/4 inch.

3.4 CLEANING

A. Remove site cuttings from finish surfaces.

B. Clean and wash prefinished surfaces with mild soap and water; rinse with clean water.

END OF SECTION 074000

Maintenance Shop Roof Replacement

SECTION 077253 - SNOW

GUARDS

077253 - 1

Copyright © 2025 by the American Institute of Architects. Warning: This AIA MasterSpec-based document is protected by U.S. Copyright Law and International Treaties.

It was created by "Oregon Department of Transportation" for "La Grande Scale House". A valid, current MasterSpec license is required for editing and use of this document for any other project.(24706)

SECTION 077253 - SNOW GUARDS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Rail-type, seam-mounted snow guards.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Shop Drawings for installation of snow guards.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Manufacturer shall provide shop drawings for installation of the snow guards for review:

including layout and dimensions, attachment to metal roofing system, based on the following:

1. Roof snow load.

2. Roof slope.

3. Roof type.

4. Roof dimensions.

5. Roofing substrate type and thickness.

6. Snow guard type.

7. Snow guard fastening method and strength.

8. Snow guard spacing.

9. Coefficient of Friction Between Snow and Roof Surface: 0.

10. Factor of Safety: 2.

B. Performance Requirements: Provide snow guards that withstand exposure to weather and resist thermally induced movement without failure, rattling, or fastener disengagement due to defective manufacture, fabrication, installation, or other defects in construction.

1. Temperature Change: 120 deg F, ambient; 180 deg F, material surfaces.

C. Structural Performance: Snow guards shall withstand the effects of gravity loads and the following loads and stresses within limits and under conditions indicated.

1. Snow Loads: 25 psf.

Maintenance Shop Roof Replacement

SECTION 077253 - SNOW

GUARDS

077253 - 2

Copyright © 2025 by the American Institute of Architects. Warning: This AIA MasterSpec-based document is protected by U.S. Copyright Law and International Treaties.

It was created by "Oregon Department of Transportation" for "La Grande Scale House". A valid, current MasterSpec license is required for editing and use of this document for any other project.(24706)

2.2 RAIL-TYPE SNOW GUARDS

A. Rail-Type, Seam-Mounted Snow Guards:

1. Manufacturers: Subject to compliance with requirements, provide products by the following:

a. S-5! Metal Roof Innovations, Ltd.

2. Description: Snow guard rails fabricated from metal pipes, bars, or extrusions, anchored to brackets and equipped with one rail with integral track to accept color-matching inserts of material and finish used for metal roof .

3. Brackets and Baseplates: ASTM B209 aluminum, clear anodized .

4. Bars: ASTM B221 aluminum, clear anodized .

a. Profile: with integral track to accept color-matching inserts of material and finish used for metal roof.

5. Seam Clamps: ASTM B221 aluminum extrusion or ASTM B85/B85M aluminum casting with stainless steel set screws incorporating round nonpenetrating point; designed for use with applicable roofing system to which clamp is attached.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install snow guards according to manufacturer's written instructions.

1. Space rows as recommended by manufacturer.

B. Attachment for Standing-Seam Metal Roofing:

1. Do not use fasteners that will penetrate metal roofing or fastening methods that void metal roofing finish warranty.

2. Rail-Type, Seam-Mounted Snow Guards:

a. Install brackets to vertical ribs in straight rows.

b. Secure with stainless steel set screws, incorporating round nonpenetrating point, on same side of standing seam.

c. Torque set screw according to manufacturer's instructions.

d. Install cross members to brackets.

END OF SECTION 077253

http://www.specagent.com/LookUp/?ulid=6879&mf=04&src=wd

C. Smoking and Controlled Substance Restrictions: Use of tobacco products , alcoholic beverages, and other controlled substances on Project site is not permitted.