Exhibit_A1_-_014533_-_Code_Required_Special_Inspections.pdf

Minnesota State Patrol Headquarters 90% Construction Documents

Minnesota Department of Public Safety July 31, 2026

LAD Project No. 023-10708-000 NOT FOR CONSTRUCTION

CODE REQUIRED SPECIAL INSPECTIONS 014533 - 1

SECTION 014533 – CODE REQUIRED SPECIAL INSPECTIONS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Code-required special inspections.

2. Testing services incidental to special inspections.

3. Submittals.

1.3 ADMINISTRATIVE REQUIREMENTS

A. Owner shall employ one or more special inspectors to provide inspection during construction of the types of work requiring special inspections by the Building Code applicable to the Project.

1. When required by AHJ, special inspectors shall be accredited or registered by AHJ.

2. When required by AHJ, special inspectors shall be independent entities having no conflict of interest with Contractor, Architect, or materials testing laboratory.

B. Special Inspection services shall not relieve the Contractor of their responsibility to perform work in accordance with Contract Documents.

C. Special Inspection services shall not relieve the Contractor of their responsibilities to carry out quality control inspections and testing.

D. Special Inspector shall not have authority to revoke, alter, relax or enlarge any requirements of the Contract Documents.

E. Contractor shall cooperate with and assist the Special Inspector and their representative in performing their inspection duties. Inspector and their representative(s) shall have free access to the work, wherever located, as all times.

F. Contractor shall advise the Special Inspector in advance of construction schedules and planned operations to ensure timely and appropriate observation and inspection of items requiring special inspection.

G. Special Inspector shall cooperate with Contractor but shall refrain from supervising or directing the work for the Contractor, as this is expressly not part of Special Inspector’s function.

H. Special Inspector shall review and become familiar with Contract Documents and the approved shop drawings and other submittals related to the part of the project under their inspection responsibility.

CODE REQUIRED SPECIAL INSPECTIONS 014533 - 2

I. Special Inspector shall be responsible to the enforcing agency having jurisdiction for this project.

1.4 INTENT AND CONDITIONS

A. Intent:

1. For compliance with the Minnesota Building Code, the Owner shall employ and pay for a special inspector (or inspectors) as required by Chapter 17 of the International Building

Code, as adopted and amended as part of the 2020 Minnesota Building Code.

2. Duties and responsibilities of the special inspector(s) shall be as outlined in Chapter 17 of the International Building Code, as adopted and amended as part of the 2020 Minnesota

Building Code, and as herein specified.

3. Define and coordinate structural tests and special inspection services.

4. Define and coordinate conventional testing and inspection services.

5. Testing and Inspection services are intended to assist in determining probable compliance of the work with specified requirements. These services do not relieve the Contractor of responsibility for compliance with the requirements of the Contract Documents.

B. Conditions:

1. If inspection of fabricator’s work is required, the Owner’s representative may require testing and inspection of the work at the plant, prior to shipment. Owner, Architect, and

Structural Engineer of Record (SER) reserve the right to reject material not complying with Contract Documents.

2. Perform testing and inspection in accordance with industry standard used as reference for specific material or procedure unless other criteria are specified. In the absence of a referenced standard, accomplish tests in accordance with generally accepted industry standards.

3. Failure to detect defective work or materials shall in no way prevent later rejection if defective work or materials are discovered.

1.5 RELATED REQUIREMENTS

A. Refer to individual technical specification sections for additional qualifications, inspections, tests, frequency and standards required.

1.6 DEFINITIONS

A. Code or Building Code: ICC (IBC), International Building Code, most recent edition adopted by authority having jurisdiction, including all applicable amendments and supplements without limitation, and specifically Chapter 17 - Special Inspections and Tests.

B. Authority Having Jurisdiction (AHJ): Agency or individual officially empowered to enforce the building, fire and life safety code requirements of the permitting jurisdiction in which the

Project is located.

C. NIST: National Institute of Standards and Technology.

CODE REQUIRED SPECIAL INSPECTIONS 014533 - 3

D. Special Inspections and Tests: Inspections and testing of materials, installation, fabrication, erection, or placement of components and connections mandated by Building Code to safeguard public welfare.

1. Special inspections and tests are separate from and independent of tests and inspections conducted by Owner or Contractor for purposes of quality assurance and contract administration.

E. Conventional Testing and Inspections: Conventional Testing and Inspection Services herein describe those items not specially required by Code but may be considered essential to the proper performance of the building systems.

F. Testing: Evaluation of systems, primarily requiring physical manipulation and analysis of materials, in accordance with approved standards.

G. Inspection: Evaluation of systems, primarily requiring observation and judgment.

H. Architect of Record: The prime consultant in charge of overall design and coordination of the

Project.

I. Structural Engineer of Record (SER): The Licensed Engineer in responsible charge of the structural design for the Project.

J. Licensed Structural Engineer: A professional engineer with education and experience in the design of structures similar to this Project and licensed in State in which Project is located.

K. Testing Agency (TA):

1. Testing Agency: Approved independent testing agency acceptable to the Owner, Architect, SER and as noted below:

2. Authorized to operate in the State in which the project is located and experienced with the requirements and testing methods specified in the Contract Documents.

3. Meeting applicable requirements of references stated in paragraph 1.4.

4. Calibrate testing equipment at reasonable intervals by devices of accuracy traceable to either the National Bureau of Standards, or to accepted values of natural physical constants.

L. Special Inspector (SI): A properly qualified individual or firm performing special inspections.

M. The categories of special inspector are:

1. Special Inspector - Technical I, II and III: Usually an employee of a testing agency:

a. Technical I (Sections 031000, 032000, 033000)

1) ACI Certified Concrete Field-Testing Technician – Grade I.

2) ACI Certified Concrete Strength Testing Technician.

3) ACI Certified Concrete Laboratory Testing Technician – Grade 1.

4) ACI Certified Concrete Construction Inspector-In-Training.

5) Inspector shall be employed by a testing laboratory, experienced in the type of work being performed, and under the direct supervision of a licensed civil/structural engineer.

CODE REQUIRED SPECIAL INSPECTIONS 014533 - 4

b. Technical II (Sections 031000, 032000, 033000)

1) ACI Certified Concrete Laboratory Testing Technician - Grade II.

2) ACI Certified Laboratory Aggregate Testing Technician.

3) ACI Certified Concrete Construction Inspector.

4) Inspector shall be employed by a testing laboratory, experienced in the type of work being performed, and under the direct supervision of a licensed civil/structural engineer.

c. Technical III (Section 033000) - A civil/structural engineer regularly engaged in this type of work, with a minimum of 4 years of experience and licensed in the state in which the project is located and is an employee of a qualified and approved testing laboratory. The licensed engineer shall review and approve all reports.

d. Technical I (Section 04 20 00) - Technician shall be under the direct supervision of a licensed civil/structural engineer regularly engaged in testing and inspection of this type of work. The licensed engineer shall review and approve all inspection reports.

e. Technical II (Section 042000) - Graduate civil/structural engineer, with experience in this type of work. Supervised by a licensed civil/structural engineer. The licensed engineer shall review and approve all inspection reports.

f. Technical I (Section 051200) - Non-destructive Testing Technician SNT-TC-1A

Level I, and/or AWS Certified Associate Weld Inspector (CAWI).

g. Technical II (Section 051200) - Non-destructive Testing Technician ASNT TC-1A

Level II, (NDE Technician II), AWS/CAWI, with minimum 3 years of experience, or an AWS/CWI.

h. Technical III (Section 05 12 00) - ASNT Level III with a minimum of 10 years of experience or an AWS/CWI with a minimum of 10 years’ experience.

i. Technical I (Section 078400) - Shall be familiar with the interpretation and use of

ASTM E 605, and have prior field experience in testing and inspection of spray-applied fireproofing. Shall be supervised by an engineer licensed to practice in the state where the work is performed.

j. Technical I (Sections 312000) - Technician shall be under the direct supervision of a licensed civil/geotechnical engineer regularly engaged in this type of work. Work shall be performed in a qualified geotechnical/testing laboratory.

k. Technical II (Sections 312000) - Technician with a minimum of 2 years of experience, or a graduate engineer, and is an employee of a qualified and approved geotechnical/technical laboratory, under the direct supervision of a licensed civil/geotechnical engineer regularly engaged in this type of work.

l. Technical III (Sections 312000, 316223, 316329) - A civil/geotechnical engineer regularly engaged in this type of work with a minimum of 4 years of experience, licensed in the state in which the project is located, and is an employee of a qualified and approved geotechnical/testing laboratory. This licensed engineer shall review and approve all final field reports.

2. Special Inspector - Structural I and II: Usually an employee of the Structural Engineer of

Record.

a. Structural I (Sections 031000, 032000, 033000, 042000, 051200, 316223, 316329)

- Graduate civil/structural engineer, or other personnel acceptable to the SER, with experience in the design of structural systems of this type. Inspections shall be performed under the direct supervision of a licensed civil/structural engineer.

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b. Structural II (Sections 031000, 032000, 033000, 042000, 051200, 316223, 316329) - Civil/structural engineer regularly engaged in the design of structural systems of this type, licensed in the state in which the project is located. The licensed engineer shall review and approve all inspection reports.

N. Building Official: The Officer or duly authorized representative charged with the administration and enforcement of the State Building Code.

1.7 REFERENCE STANDARDS

A. ASTM E329 – Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspections; 2025b.

B. IAS AC89 – Accreditation Criteria for Testing Laboratories; 2025.

C. IAS AC291 – Accreditation Criteria for Special Inspection Agencies AC291; 2025, with

Editorial Revision.

D. ICC (IBC) – International Building Code; Most Recent Edition Adopted by Authority Having

Jurisdiction, Including All Applicable Amendments and Supplements.

1.8 SUBMITTALS

A. Interim Reports: Weekly, or at other interval directed by AHJ, submit interim special inspection reports documenting work that has been performed in accordance with approved

Contract Document, or documenting deficiencies observed, and corrective actions taken by

Contractor.

1. Reports shall be issued to:

a. Authority Having Jurisdiction.

b. Contractor

c. Architect.

d. Owner.

2. The reports shall also indicate the following:

a. Identify working conditions including weather, temperature, time of day, type and location of work being performed.

b. Note changes in working sequence or materials and any unusual circumstances affecting the performance of work.

c. Place emphasis on those areas where deficiencies recur.

d. Report corrective actions taken by Contractor to correct deficiencies reported on earlier interim reports.

B. Outstanding Issues File: Shall be maintained by Special Inspector in Contractor’s Site Office for follow up. File shall be reviewed on a daily basis and updated as the outstanding items are rectified or resolved. Noted uncorrected outstanding issues shall be reported to the enforcing agency, Owner, Architect, Engineer and Contractor in interim reports.

C. Final Inspection Report: Before Certificate of Occupancy is issued, Special Inspector shall submit a final report documenting the required special inspections and identify any reported

CODE REQUIRED SPECIAL INSPECTIONS 014533 - 6

deficiencies which, to the best of the special inspector’s knowledge, have not been resolved to the AHJ, Owner, Contractor and the Architect.

D. Special Inspector Qualifications and certificate.

E. Testing Agency Qualifications and certificate.

F. Approved Fabricator certificate. At completion of fabrication, fabricator shall submit certificate to Special Inspector stating that work was performed in accordance with AHJ approved

Contract Documents.

1.9 QUALITY ASSURANCE

A. Approved Special Inspectors: Qualified persons, who shall demonstrate competence, to satisfaction of Authority Having Jurisdiction, for inspection of construction or operation requiring special inspection.

1. Welding inspector shall qualify in accordance with AWS D1.1.

2. Smoke control inspector shall have expertise in fire protection engineering, mechanical engineering, and certification as air balancer.

3. Structural Observer: Shall be a registered design professional.

B. Minnesota Special Inspector:

1. Only a Professional Engineer registered in the State of Minnesota can assume the responsibilities of a Special Inspector.

2. Special Inspector shall be certified by the State of Minnesota Department of Business and

Professional Regulation and shall be acceptable to the enforcing agency having jurisdiction for this project and to the Architect.

3. Special Inspector shall have a minimum of 5 years of experience in inspection and/or design of similar structures.

4. Field Representative: Representative shall have a minimum of three years of experience in inspection of similar structures and shall not be the same person performing soil, concrete or other material testing or laboratory sampling.

a. Special Inspectors utilizing field representatives shall ensure the representative is qualified to perform the duties assigned by the Special Inspector. Such qualifications shall include, but not be limited to:

1) Licensure as a professional engineer;

2) Licensure as an architect, or;

3) Graduation from an architectural education program, graduation from an engineering education program in civil or structural engineering;

4) Successful completion of NCEES fundamentals examination;

5) Registration as building inspector or general contractor.

C. Approved Testing Agency: Established and reliable agency regularly engaged in providing testing and inspection services, when such agency has been approved.

D. Approved Fabricator: Fabricator registered and approved by AHJ to perform fabrication processes without special inspection.

CODE REQUIRED SPECIAL INSPECTIONS 014533 - 7

1.10 RESPONSIBILITIES/AUTHORITY

A. Structural Tests and Special Inspections:

1. Special Inspector:

a. Test and/or inspect the work assigned for conformance with the building department approved plans, specifications, and applicable material and workmanship provisions of the code. Perform testing and inspection in a timely manner to avoid delay of work.

b. Bring nonconforming items to the immediate attention of the Contractor for correction, then, if uncorrected after a reasonable period of time, to the attention of the Structural Engineer of Record, the Building Official, and to the Architect.

c. Submit test and/or inspection reports to the Building Official, Contractor, the

Structural Engineer of Record, and other designated persons in accordance with the

Structural Testing and Special Inspection Schedule.

d. Submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector’s knowledge, in conformance with the approved plans, specifications and the applicable workmanship provisions of the code.

e. Sign the Structural Testing and Special Inspection Schedule in conjunction with other responsible parties prior to commencing construction.

2. Architect:

a. Coordinate the flow of reports and related information to expedite resolution of construction issues.

b. Attend pertinent pre-installation meetings to review scope of structural testing and special inspection.

c. Complete and sign the Structural Testing and Special Inspection Schedule in conjunction with other responsible parties prior to commencing construction.

Provide a completed copy of the schedule to all signed parties including Building

Official.

3. Structural Engineer of Record:

a. Identify items requiring structural testing and special inspection including special cases.

b. Define "type" of special inspector required for "description" of work indicated on the Structural Testing and Special Inspection Schedule.

c. Attend pertinent pre-installation meetings to review scope of structural testing and special inspection.

d. Complete and sign the Structural Testing and Special Inspection Schedule in conjunction with other responsible parties prior to commencing construction.

e. Review reports issued by all special inspectors.

f. If engaged as a special inspector, provide structural testing and special inspection services as noted in Article 1.6 and 1.9.

4. Testing Agency:

a. When engaged as a special inspector, provide structural testing and special inspection services as noted in Item 1.6.

b. Sign the Structural Testing and Special Inspection Schedule in conjunction with other responsible parties prior to commencing construction.

c. Attend pertinent pre-installation meetings to review scope of structural testing and special inspection.

CODE REQUIRED SPECIAL INSPECTIONS 014533 - 8

5. Contractor:

a. Arrange and attend all pre-installation meetings to review scope of structural testing and special inspection. Include the Building Official, Owner, Architect, SER, Testing Agency and other parties concerned.

b. Post or make available the Structural Testing and Special Inspection Schedule within project site office. Provide timely notification to those parties designated on the schedule so they may properly prepare for and schedule their work.

c. Provide special inspector access to the approved plans and specifications at the project site.

d. Review all reports issued by special inspectors.

e. Retain at the project site all reports submitted by the special inspectors for review by the building official upon request.

f. Correct in a timely manner, deficiencies identified in inspection and/or testing reports.

g. Provide safe access to the work requiring inspection and/or testing.

h. Provide labor and facilities to provide access to the work and to obtain, handle and deliver samples, to facilitate testing and inspection and for storage and curing of test samples.

i. Sign the Structural Testing and Special Inspection Schedule in conjunction with other responsible parties prior to commencing construction.

j. Verification of conformance of work within specified tolerances is solely the responsibility of the Contractor.

6. Fabricator:

a. Submit a Certificate of Compliance to the Building Official, Special Inspector, and

Structural Engineer of Record stating the work was performed in accordance with the Contract Documents.

b. Sign the Structural Testing and Special Inspection Schedule in conjunction with other responsible parties prior to commencing construction.

7. Building Official:

a. Review all special inspector qualifications.

b. Review all fabricators who perform work in their shop, which requires special inspection.

c. Accept and sign completed Structural Testing and Special Inspection Schedule.

d. Review reports and recommendations submitted by special inspector.

e. Review the "final signed reports" submitted by special inspector. These documents must be accepted and approved by the building department prior to issuance of a

Certificate of Occupancy.

f. Determine work, which, in the Building Officials opinion, involves unusual hazards or conditions.

8. Owner:

a. Provide and pay cost of structural testing and special inspection services.

b. Provide special inspector with Contract Documents and accepted shop drawings.

c. Provide special inspectors and testing agencies with full access to the site at all times.

d. Sign the Structural Testing and Special Inspection Schedule in conjunction with other responsible parties prior to commencing construction.

CODE REQUIRED SPECIAL INSPECTIONS 014533 - 9

B. Inspections by Building Official: provide timely notice for inspections performed by the building official, as required by IBC Chapter 17, the State Building Code, and also all local ordinance.

1.11 INSPECTION NOTICES

A. Contractor: Provide minimum of 24-hour notice for all items requiring testing or inspection. Do not place items requiring testing and inspection services prior to or during placement until testing and inspection services are available. Do not enclose or obscure items requiring testing and inspection services after placement until testing and inspection services are performed.

1.12 REPORTS

A. Testing agency and/or special inspectors shall submit a report in accordance with the Structural

Testing and Special Inspection Schedule and shall conduct and interpret tests and inspections and state in each report whether; (1) test specimens and observations comply with Contract

Documents, and specifically state any deviations, (2) record types and locations of defects found in work, (3) record work required and performed, to correct deficiencies.

B. Submit reports for structural testing and special inspection, in timely manner to the Contractor, Building Official, SER, and Architect.

1. Submit reports for ongoing work, to provide the information noted below:

a. Date issued.

b. Project title and number.

c. Firm name and address.

d. Name and signature of tester or inspector.

e. Date and time of sampling.

f. Date of test or inspection.

g. Identification of product and specification section.

h. Location in project, including elevations, grid location and detail.

i. Type of test or inspections.

j. Results of tests or inspections and interpretation of same.

k. Observations regarding compliance with Contract Documents or deviations there from.

2. Submit final signed report stating that, to the best of the special inspector’s knowledge, the work requiring testing and/or inspection conformed to the Contract Documents.

1.13 FREQUENCY OF TESTING AND INSPECTION

A. For detailed requirements see individual technical specification sections, and Part 3 of this section.

1.14 PROTECTION AND REPAIR

A. Upon completion of testing, sample-taking, or inspection, repair damaged work and restore substrates and finishes to eliminate deficiencies, including deficiencies in the visual qualities of exposed surfaces, as judged solely by the Architect/Engineer of Record. Protect work exposed

CODE REQUIRED SPECIAL INSPECTIONS 014533 - 10

by or for testing and/or inspection and protect repaired work. Repair and protection is the

Contractor's responsibility, regardless of the assignment of responsibility for testing and/or inspection.

1.15 TESTS TO DEMONSTRATE QUALIFIATION

A. If the Contractor proposes a product material, method, or other system that has not been pre-qualified, the Architect or SER may require applicable tests, to establish a basis for acceptance or rejection. These tests will be paid for by the Contractor.

B. The Architect or SER reserves the right to request certification or other proof that the system proposed, is in compliance with any tests, criteria or standards called for. The certificate shall be signed by a representative of an independent testing agency.

1.16 INSPECTION OF SOILS

A. Special inspection for existing soil conditions, fill placement and load-bearing requirements shall comply with approved soils report.

B. Site Preparation: Prior to placement of the prepared fill, special inspector shall review geotechnical testing reports to determine that site has been prepared in accordance with approved soils report.

C. During fill placement: During placement and compaction of the fill material, special inspector shall review geotechnical testing reports to determine the material being used and maximum lift thickness comply with approved soils report as specified in Section 1803.5 of IBC.

D. Evaluation of in-place density: Special inspector shall review geotechnical testing reports to determine, at the approved frequency, that in-place dry density of compacted fill complies with approved soils report.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 SCOPE OF STRUCTURAL TESTS AND SPECIAL INSPECTIONS

A. Refer to individual specification section articles for Quality Control testing and inspection items.

3.2 STRUCTURAL TESTS AND SPECIAL INSPECTIONS PROGRAM SUMMARY

A. The parties involved shall complete and sign the Structural Testing and Special Inspection

Schedule. The completed schedule is an element of the Contract Documents and after permit issuance, becomes part of the building department approved plans and specifications. The completed schedule shall include the following:

1. Specific listing of items requiring inspection and testing.

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2. Associated specification section which defines applicable standards by which to judge conformance with approved plans and specifications in accordance with IBC Chapter 17 as adopted by the State Building Code. The specification section should also include the degree or basis of inspection and testing; i.e., intermittent/will-call or full-time/continuous.

3. Frequency of reporting, i.e., intermittent, weekly, monthly, per floor, etc.

4. Parties responsible for performing inspection and testing work.

5. Required acknowledgments by each designated party.

B. See attached "Structural Testing and Special Inspection Schedule".

END OF SECTION 014533

CODE REQUIRED SPECIAL INSPECTIONS 014533 - 12

SPECIAL INSPECTIONS AND TESTING PROGRAM SUMMARY SCHEDULE

Project Name: Minnesota State Patrol Headquarters.

Location: 1500 Highway 36 W, Roseville, MN 55113-4266.

Permit Number: _____________________________ (1).

STRUCTURAL TESTS AND SPECIAL INSPECTIONS

Technical

(Section)

(2)

Description

(3)

Type of

Inspector

(4)

Report

Frequency

(5)

Assigned Firm

(6)

033000 Concrete Formwork Tech II Periodic

033000 Concrete Reinforcement Tech II Periodic

033000 Cast-In-Place Concrete

Material Sampling & Testing

Tech I Daily

033000 Cast-In-Place Concrete

Concrete Mix Verification

Tech I Daily

033000 Cast-In-Place Concrete

Concrete Placement

Tech I Daily

033000 Cast-In-Place Concrete

Protection & Curing

Tech II Daily

033000 Cast-In-Place Concrete

Post-Installed Anchors

Tech II Daily

033000 Cast-In-Place Concrete

Embedded Items

Tech II Periodic

034500 Erection of Precast Concrete

Members

Tech II Periodic

042000 Unit Masonry

Material Testing

Tech II Periodic

042000 Unit Masonry

Preparation & Placement

Tech II Periodic

042000 Unit Masonry

Reinforcement

Struct I Periodic

042000 Unit Masonry

Grouting

Tech II Daily

042000 Unit Masonry

Post-Installed Anchors

Tech II Daily

042000 Unit Masonry

Embedded Items

Tech II Periodic

051200 Structural Steel

High Strength Bolting

Tech II Periodic

051200 Structural Steel

Welding

Tech I / Tech II Daily

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STRUCTURAL TESTS AND SPECIAL INSPECTIONS (Cont.)

051200 Structural Steel

Mechanical Fasteners

Tech I Periodic

051200 Structural Steel

General Configuration

Struct I Periodic

051200 Structural Steel

Composite Stud Placement and Welding

Tech II Daily

051200 Structural Steel

Composite Deck

Reinforcement

Tech I Periodic

051200 Structural Steel

Anchor Rod General

Configuration

Tech I Daily

052100 Steel Joist Framing

Installation and Fastening

Tech I Periodic

053100 Steel Decking

Material Conformance

Tech I Daily

053100 Steel Decking

Welding

Tech II Daily

053100 Steel Decking

Mechanical Fastening

Tech II Daily

078400 Penetration Firestopping Tech II Periodic

078400 Joint Firestopping Tech II Periodic

312000 Material below Foundations Tech I Periodic

312000 Excavations to Proper Depth Tech I Periodic

312000 Testing of Compacted Fill Tech I Periodic

312000 Material, Densities, and Lift Tech I Daily

312000 Inspect Subgrade Tech I Periodic

Notes: This schedule is to be filled out and included in the project specification. Information unavailable at that time shall be filled out when applying for a building permit.

(1) Permit No. to be provided by the Building Official.

(2) Referenced to the specific technical scope section in program.

(3) Use descriptions per IBC Chapter 17, as adopted by Minnesota State Building Code.

(4) Special Inspector – Technical (SI-T), Special Inspector – Structural (SI-S).

(5) Weekly, monthly, per test/inspection, per floor, etc.

(6) Firm contracted to perform services.

CODE REQUIRED SPECIAL INSPECTIONS 014533 - 14

ACKNOWLEDGEMENTS

Each appropriate representative shall sign below:

Owner: MN Dept. of Admin. Firm: Real Estate & Const. Services (RECS) Date:

Contractor: Firm: JE DUNN Construction Date:

Architect: Firm: Leo A Daly Date:

SER: Firm: Leo A Daly Date:

SI-T: Firm: Date:

SI-S: Firm: Date:

TA: Firm: Date:

TA: Firm: Date:

F: Firm: Date:

F: Firm: Date:

F: Firm: Date:

COM: Firm: KFI Engineers Date:

SI-AB: Firm: Roof Spec Inc. (RSI) Date:

* The individual names of all prospective special inspectors and the work they intend to observe shall be identified. (Use reverse side of form if more room is needed.).

LEGEND:

SER: Structural Engineer of Record

SI-T: Special Inspector – Technical

SI-S: Special Inspector – Structural

TA: Testing Agency

F: Fabricator.

COM: Commissioning Agency

SI-AB: Special Inspector – Air barrier

Accepted for the Building Department By_________________________________ Date.______________