01 40 00 BSD-Quality Requirements - ADD 02.pdf

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Attached to
ITB-24-105_Beatrice Morrow Cannady Elementary School Classroom Modular
Solicitation number
S-P03012-00009469
Issued by
Clackamas County, Hebo CDP, Oregon

About this file

This document is a specification section for the North Clackamas School District's Beatrice Cannady Elementary School Classroom Modular project. The project involves the installation of one modular classroom building, with the general contractor responsible for all site preparation and modifications including utilities, grading, irrigation, fencing, and low voltage work. The project includes requirements for submittals, references and standards, testing and inspection, mock-ups, tolerances, and manufacturers' field services. The related state and local contract opportunity is ITB-24-105, which is for the general contracting services for this project located in Clackamas County, Oregon.

The specification outlines the contractor's responsibilities for quality control, including monitoring suppliers, complying with manufacturers' instructions, and performing required testing and inspections. It also details the owner's and testing agency's roles and requirements. The contractor is responsible for providing access, samples, and notification for testing, and must pay for any retesting due to non-compliance. The document covers procedures for addressing defective work and protecting the completed work.

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SECTION 01 40 00

QUALITY REQUIREMENTS

Project No. 22027 February 2024 Printed 02/08/2024

North Clackamas School District

Beatrice Cannady Elementary School Classroom Modular

Bid/Permit Set

01 40 00 - 1

(Revised by ADD 02)

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Submittals.

B. References and standards.

C. Testing and inspection agencies and services.

D. Control of installation.

E. Mock-ups.

F. Air barrier testing.

G. Tolerances.

H. Manufacturers' field services.

I. Defect Assessment.

1.02 RELATED REQUIREMENTS

A. Document 00 31 00 - Available Project Information: Soil investigation data.

B. Section 01 30 00 - Administrative Requirements: Submittal procedures.

C. Section 01 42 16 - Definitions.

D. Section 01 60 00 - Product Requirements: Requirements for material and product quality.

1.03 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Shop Drawings: For integrated exterior mock-ups, provide plans, sections, and elevations, indicating materials and size of mock-up construction.

1. Provide axonometric drawings for conditions difficult to illustrate in two dimensions.

C. Certificates: When specified in individual specification sections, submit certification by the manufacturer and Contractor or installation/application subcontractor to Architect, in quantities specified for Product Data.

1. Indicate material or product complies with or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.

2. Certificates may be recent or previous test results on material or product, but must be acceptable to Architect.

D. Manufacturer's Instructions: When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for the Owner's information. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

E. Manufacturer's Field Reports: Submit reports in quantities as specified for Product Data.

1. Submit report within 30 days of observation to Architect for information.

F. Contractor's Statement of Responsibility: When required by authorities having jurisdiction, submit copy of written statement of responsibility, in accordance with Section 1704.4 of the Oregon Structural Specialty Code, sent to authorities having jurisdiction and the Owner before starting work on the following systems. The Contractor's statement of responsibility shall contain acknowledgement of awareness of the special requirements contained in the statement of special inspection indicated on the Structural drawings.

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1. Seismic-force resisting system, designated seismic system, or component listed in the designated seismic systems and seismic-force-resisting systems statement of inspections indicated on the Structural Drawings.

2. Main wind-force resisting systems and wind-resisting components listed in the wind-force-resisting systems statement of special inspections indicated on the Structural Drawings.

G. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work.

1.04 DEFINITIONS

A. Mock-ups: Full size physical assemblies that are constructed on-site. Mock-ups are constructed to verify selections made under sample submittals; to demonstrate aesthetic effects and, where indicated, qualities of materials and execution; to review coordination, testing, or operation; to show interface between dissimilar materials; and to demonstrate compliance with specified installation tolerances. Mock-ups are not Samples. Unless otherwise indicated, approved mock-ups establish the standard by which the Work will be judged.

1. Integrated Exterior Mock-ups: Mock-ups of the exterior envelope erected separately from the building but on the project site, consisting of multiple products, assemblies and subassemblies.

2. Room Mock-ups: Mock-ups of typical interior spaces complete with wall, floor, and ceiling finishes, doors, windows, millwork, casework, specialties, furnishings and equipment, and lighting.

3. Partial Mock-ups: Mock-ups of specific items or finishes.

B. Preconstruction Testing: Tests and inspections performed specifically for the Project before products and materials are incorporated into the Work to verify performance or compliance with specified criteria.

C. Experienced: When used with an entity or individual, "experienced" means having successfully completed a minimum of five previous projects similar in nature, size, and extent to this Project;

being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction.

1.05 CONFLICTING REQUIREMENTS

A. Metal Thickness: Where thickness of metals is designated in both gauge and thickness in inches, the thickness in inches shall govern. Gauges are provided for convenience only.

Specified submittals for metals shall indicate thicknesses in inches.

1.06 REFERENCES AND STANDARDS

A. For products and workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes.

B. Comply with reference standard of date of issue current on date of Contract Documents, except where a specific date is established by applicable code.

C. Obtain copies of standards where required by product specification sections.

D. Should specified reference standards conflict with Contract Documents, request clarification from Architect before proceeding.

E. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those of Architect shall be altered from Contract Documents by mention or inference otherwise in any reference document.

1.07 TESTING AND INSPECTION AGENCIES AND SERVICES

A. Owner Responsibilities: Where quality-control services are indicated as Owner's responsibility, Owner will engage a qualified testing agency to perform these services.

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1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of types of testing and inspecting they are engaged to perform.

2. Costs for retesting and reinspecting construction that replaces or is necessitated by work that failed to comply with the Contract Documents will be charged to Contractor.

B. Contractor Responsibilities: Tests and inspections not explicitly assigned to Owner are Contractor's responsibility. Perform additional quality-control activities required to verify that the Work complies with requirements, whether specified or not.

1. Unless otherwise indicated, provide quality-control services specified and those required by authorities having jurisdiction. Perform quality-control services required of Contractor by authorities having jurisdiction, whether specified or not.

2. Where quality-control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality-control service.

3. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility.

4. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct.

5. The testing laboratory service provided by the Owner shall not relieve the Contractor of the responsibility for compliance with the requirements of the Contract Documents.

Testing laboratory services are provided for the sole and exclusive benefit of the Owner in monitoring the quality and performance of the Contractor's work. Results of tests made by the Owner's testing laboratory will be made available to the Contractor and shall be a basis for rejection of non-conforming or defective work. Additional tests/inspections required by the Owner shall not be the basis for any claim by the Contractor for additional compensation.

1.08 MANUFACTURER'S FIELD SERVICES

A. Manufacturer's Field Services: Where indicated, engage a manufacturer's technical representative to observe and inspect the Work. Manufacturer's technical representative's services include participation in preinstallation conferences, examination of substrates and conditions, verification of materials, observation of Installer activities, inspection of completed portions of the Work, and submittal of written reports.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION

3.01 CONTROL OF INSTALLATION

A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality.

B. Comply with manufacturers' instructions, including each step in sequence.

C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding.

D. Comply with specified standards as minimum quality for the work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship.

E. Have work performed by persons qualified to produce required and specified quality.

F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer.

G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement.

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3.02 MOCK-UPS

A. Mock-ups: Before installing portions of the Work requiring mock-ups, build mock-ups for each form of construction and finish required to comply with the following requirements, using materials indicated for the completed Work:

1. Build mock-ups in location and of size indicated or, if not indicated, as directed by Architect.

2. Notify Architect seven days in advance of dates and times when mock-ups will be constructed.

3. Employ supervisory personnel who will oversee mock-up construction. Employ workers that will be employed during the construction at the Project.

4. Demonstrate the proposed range of aesthetic effects and workmanship.

5. Obtain Architect's acceptance of mock-ups before starting work, fabrication, or construction.

a. Allow seven days for initial review and each re-review of each mock-up.

6. Maintain mock-ups during construction in an undisturbed condition as a standard for judging the completed Work.

7. Demolish and remove mock-ups when directed, unless otherwise indicated.

B. Integrated Exterior Mock-ups: Construct integrated exterior mock-up as indicated on Drawings and in individual specification Sections. Coordinate installation of exterior envelope materials and products for which mock-ups are required in individual specification sections, along with supporting materials. (Deleted by ADD 02)

1. Mock-up will consist of an area of exterior wall as depicted on the Drawings.

a. Mock-up will include, but not be limited to, rough carpentry, unit masonry, cold-formed metal framing, fluid-applied waterproofing, water repellents and graffiti-resistant coatings, thermal insulation, weather barriers, metal wall panels, fiber cement siding, sheet metal flashing and trim, joint sealants, aluminum-framed storefronts, glazed aluminum curtain wall, glazing, and gypsum sheathing.

2. Install water-resistive barrier. Construct window and door opening flashing as well as through-wall penetrations. Install seismic veneer anchors, fiber cement, wood siding, and metal wall panel support framing, including any necessary patching or repair of water-resistive barrier. Review and finalize detailing of openings prior to covering with insulation, siding or masonry veneer.

3. Conduct air and water infiltration test for water-resistive barrier as specified in Section 07 25 00 - Weather Barriers.

4. Conduct adhesion testing of water-resistive barrier as specified in Section 07 25 00 - Weather Barriers.

5. Include field testing of storefront and curtain wall in accordance with Section 08 43 13 and Section 08 44 13.

6. Install exterior insulation, unit masonry, water repellent and graffiti coating, metal wall panels, wood siding, fiber cement siding, and sealants.

7. Clean one-half of exposed masonry faces of mock-up as specified in Section 04 20 00 - Unit Masonry.

8. Conduct water repellent coverage spray test and RILEM uptake test as specified in Section 04 20 00 - Unit Masonry and Section 07 19 00 - Water Repellents.

9. Conduct preliminary sealant pull tests as specified in Section 07 92 00 - Joint Sealants.

C. Room Mock-ups: Construct room mock-ups incorporating required materials and assemblies, finished in accordance with requirements. Provide required lighting and additional lighting where required to enable Architect to evaluate quality of the Work. Provide room mock-ups of the following rooms:

1. ______. (Deleted by ADD 02)

D. Partial Mock-ups: Construct partial mock-ups of selected items or finishes, complete. Provide required lighting and additional lighting where required to enable Architect to evaluate quality of the Work. Provide specified partial mock-ups

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01 40 00 - 5

1. Partial mock-ups include, but are not limited to, polished concrete, precast concrete, metal stairs, railings and guardrails, interior graffiti-resistant coatings, gypsum board finishes, fluid-applied flooring, acoustic wall panels, painting, high-performance coatings, and tackable wall surfaces. (Deleted by ADD 02)

3.03 TOLERANCES

A. Monitor fabrication and installation tolerance control of products to produce acceptable Work.

Do not permit tolerances to accumulate.

B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from Architect before proceeding.

C. Adjust products to appropriate dimensions; position before securing products in place.

3.04 TESTING AND INSPECTION

A. See individual specification sections for testing and inspection required.

B. Testing Agency Duties:

1. Provide qualified personnel at site. Cooperate with Architect and Contractor in performance of services.

2. Perform specified sampling and testing of products in accordance with specified standards.

3. Ascertain compliance of materials and mixes with requirements of Contract Documents.

4. Promptly notify Architect and Contractor of observed irregularities or non-compliance of Work or products.

5. Perform additional tests and inspections required by Architect.

6. Submit reports of all tests/inspections specified.

a. One copy of all testing and inspection reports shall be promptly sent directly to the Contractor, Architect, Owner, Structural Engineer, Building Department, Soils Engineer (Soil Compaction), unless otherwise directed.

b. In addition to written reports, immediately notify by telephone Architect, Owner and Contractor of any portions of the work found to be in non-compliance with the Contract Documents.

C. Limits on Testing/Inspection Agency Authority:

1. Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents.

2. Agency may not approve or accept any portion of the Work.

3. Agency may not assume any duties of Contractor.

4. Agency has no authority to stop the Work.

D. Contractor Responsibilities:

1. Deliver to agency at designated location, adequate samples of materials proposed to be used that require testing, along with proposed mix designs.

2. Cooperate with laboratory personnel, and provide access to the Work and to manufacturers' facilities.

3. Provide incidental labor and facilities:

a. To provide access to Work to be tested/inspected.

b. To obtain and handle samples at the site or at source of Products to be tested/inspected.

c. To facilitate tests/inspections.

d. Facilitate geotechnical monitoring.

e. To provide storage and curing of test samples.

4. Notify Architect and laboratory 48 hours prior to expected time for operations requiring testing/inspection services.

a. When tests or inspections cannot be performed, through the fault of the Contractor, reimburse the Owner for the additional costs incurred.

b. Schedule testing and inspection so that the services of testing and inspection personnel will be as continuous and brief as possible.

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c. Reimburse Owner for travel and lodging expenses incurred for testing and inspection services performed outside radius of 100 miles of the site.

5. Employ services of an independent qualified testing laboratory and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.

a. When tests or inspections cannot be performed, through the fault of the Contractor, reimburse the Owner for the additional costs incurred.

6. Arrange with Owner's agency and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements.

a. Schedule testing and inspection so that the services of testing and inspection personnel will be as continuous and brief as possible.

b. Reimburse Owner for travel and lodging expenses incurred for testing and inspection services performed outside radius of 100 miles of the site.

E. Contractor shall be responsible for coordinating testing services so as to ensure that tests are performed and reports delivered in a manner not to cause delays to the Work. Allow adequate time for inspection, geotechnical monitoring and any needed corrections before proceeding to the next construction stage.

F. Furnish records, drawings, certificates, and similar data as may be required by the testing personnel to assure compliance with the Contract Documents.

G. Provide to the testing agency the approved design mix to be used for concrete, mortar, grout, and other materials mixes which require testing by the testing laboratory. Furnish copies of product test reports performed by Contractor as required by Contract Documents.

H. Re-testing required because of non-compliance with specified requirements shall be performed by the same agency on instructions by Architect.

I. Re-testing required because of non-compliance with specified requirements shall be paid for by Contractor.

3.05 INSPECTION AND TESTING LABORATORY REPORTS

A. The testing agency will perform and furnish the following:

1. Laboratory Test Reports: Furnish laboratory test reports of materials and construction as required, including:

a. Date issued.

b. Project title and number.

c. Testing laboratory or engineering firm name, address, and telephone number.

d. Name and signature of representative.

e. Description of method of test.

f. Identification of sample and portion of the work tested

g. Description of location in the work of the sample.

h. Time and date of obtaining sample.

i. Time and date of test of sample.

j. Weather and climatic conditions.

k. Evaluation of results tests, including recommendations for action, when requested by Architect or Structural Engineer.

2. Field Inspection Reports: Furnish field inspection reports for each site visit documenting activities, observations, and inspections of work being inspected include:

a. Date issued.

b. Project title and number.

c. Testing Laboratory or engineering firm name, address, and telephone number.

d. Name and signature of representative.

e. Observations on weather and climatic conditions.

f. Time and date

g. Conditions and/or status of the work being inspected.

h. Actions taken.

i. Recommendations or evaluation of the work.

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3. Reports will be submitted to Owner and Architect in duplicate giving observations and results of tests, indicating compliance or non-compliance with specified standards and with Contract Documents.

3.06 MANUFACTURERS' FIELD SERVICES

A. When specified in individual specification sections, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust and balance of equipment as applicable, and to initiate instructions when necessary.

B. Submit qualifications of observer to Architect in advance of required observations. Observer is subject to approval of Architect and Owner.

C. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions.

D. Manufacturer's Technical Representative's Field Reports: Prepare written information documenting manufacturer's technical representative's tests and inspections specified in other Sections. Include the following:

1. Name, address, and telephone number of technical representative making report.

2. Statement on condition of substrates and their acceptability for installation of product.

3. Statement that products at Project site comply with requirements.

4. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken.

5. Results of operational and other tests and a statement of whether observed performance complies with requirements.

6. Statement whether conditions, products, and installation will affect warranty.

7. Other required items indicated in individual Specification Sections.

3.07 DEFECT ASSESSMENT

A. When tests or inspection indicate non-compliance with the Contract Documents, subsequent retesting occasioned by such noncompliance shall be performed by the same personnel as performed the initial tests or inspections, and the additional cost shall be paid by the contractor as stipulated under the Conditions of the Contract.

B. Contractor shall remove and replace any work found defective or not in compliance with the Contract Documents at no additional cost to Owner, and furnish notice for retesting as specified herein above.

C. Replace Work or portions of the Work not complying with specified requirements.

3.08 REPAIR AND PROTECTION

A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes.

B. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services.

END OF SECTION

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