Attachment N - Section 01 45 35 SPECIAL INSPECTIONS.pdf

P131 Communications Center eProjects No.: 1615269 NSA Souda Bay, Greece

SECTION 01 45 35

SPECIAL INSPECTIONS

11/20

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7-16 (2017; Errata 2018; Supp 1 2018) Minimum Design Loads and Associated Criteria for Buildings and Other Structures

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2018) International Building Code

EUROPEAN COMMITTEE FOR STANDARDIZATION (CEN/CENELEC)

EN 1990 (2002) Eurocode - Basis Of Structural Design

EN 1998 (2002) Eurocode - Design of structures for earthquake resistance

EN 1090 (2008) Execution of steel structures

INTERNATIONAL STANDARD ORGANIZATION (ISO)

ISO 9712 (2012) Non-destructive testing - Qualification and certification of NDT personnel

CERTIFICATION SCHEME FOR WELDING INSPECTION PERSONNEL (CSWIP)

CSWIP 3.1 WELDING INSPECTOR LEVEL 2

CSWIP 3.0 WELDING INSPECTOR LEVEL 1

INTERNATIONAL INSTITUTE OF WELDING (IIW)

IWI-S INTERNATIONAL WELDING INSPECTOR, STANDARD

IWI-B INTERNATIONAL WELDING INSPECTOR, BASIC

1.2 GENERAL REQUIREMENTS

Perform Special Inspections in accordance with the Statement of Special Inspections, Schedule of Special Inspections and Chapter 17 of ICC IBC .

The Statement of Special Inspections and Schedule of Special Inspections are included as an attachment to this specification. Special Inspections are to be performed by an independent third party and are intended to

SECTION 01 45 35 Page 1 14 September 2021 ensure that the work of the Prime Contractor is in accordance with the Contract Documents and applicable building codes. Equivalent inspecting per Eurocodes as directed by EN 1990 Annex B table B5 and EN 1090 .

Special inspections do not take the place of the three phases of control inspections performed by the Contractor's QC Manager or any testing and inspections required by other sections of the specifications.

Structural observations will be performed separately by the Government .

The Contractor must provide notification to the Contracting Officer 14 days prior to the following points of construction to allow for structural observation:

a. Shear Wall foundation reinforcing and concrete placement

b. Shear wall reinforcing and concrete placement

c. Floor and roof diaphragm installation

1.3 DEFINITIONS

1.3.1 Continuous Special Inspections

Continuous Special Inspections is the constant monitoring of specific tasks by a special inspector. These inspections must be carried out continuously over the duration of the particular tasks.

1.3.2 Perform

Perform these Special Inspections tasks for each welded joint or member.

1.3.3 Observe

Observe these Special Inspections items on a periodic daily basis.

Operations need not be delayed pending these inspections.

1.3.4 Special Inspector (SI)

A qualified person retained by the Contractor and approved by the Contracting Officer as having the competence necessary to inspect a particular type of construction requiring Special Inspections. The SI must be an independent third party hired directly by the Prime Contractor.

1.3.5 Associate Special Inspector (ASI)

A qualified person who assists the SI in performing Special Inspections but must perform inspection under the direct supervision of the SI and cannot perform inspections without the SI on site.

1.3.6 Third Party

A Special inspector must not be an employee of the Contractor or of any Sub-Contractor performing the work to be inspected.

1.3.7 Special Inspector of Record (SIOR)

A licensed engineer in responsible charge of supervision of all special inspectors for the project and approved by the Contracting Officer. The SIOR must be an independent third party entity hired directly by the Prime Contractor.

SECTION 01 45 35 Page 2

1.3.8 Contracting Officer

The Government official having overall authority for administrative contracting actions. Certain contracting actions may be delegated to the Contracting Officer's Representative (COR).

1.3.9 Contractor's Quality Control (QC) Manager

An individual retained by the Prime Contractor and qualified in accordance with the Section 01 45 00.00 20 QUALITY CONTROL having the overall responsibility for the Contractor's QC organization.

1.3.10 Structural Engineer of Record (SER)

A registered design professional contracted by the Government as an A/E responsible for the overall design and review of submittal documents prepared by others. The SER is registered or licensed to practice their respective design profession as defined by the statutory requirements of the professional registration laws in the state in which the design professional works. The SER is also referred to as the Engineer of Record (EOR) in design code documents.

1.3.11 Statement of Special Inspections (SSI)

A document developed by the SER identifying the material, systems, components and work required to have Special Inspections. This statement is included at the end of this specification.

1.3.12 Schedule of Special Inspections (SSI)

A schedule which lists each of the required Special Inspections, the extent to which each Special Inspection is to be performed, and the required frequency for each in accordance with ICC IBC Chapter 17. This schedule is included at the end of this specification.

1.3.13 Designated Seismic Systems (DSS)

Those nonstructural components that require design in accordance with ASCE 7-16 Chapter 13 or relevant Eurocode EN 1998 .01 and for which the component importance factor, Ip, is greater than 1.0. This designation applies to systems that are required to be operational following the Design Earthquake for RC I - IV structures Designated Seismic Systems will have an Importance Factor Ip = 1.5.

1.3.14 Definable Feature of Work (DFOW)

An inspection group that is separate and distinct from other inspection groups, having inspection requirements or inspectors that are unique.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

SECTION 01 45 35 Page 3

SIOR Letter of Acceptance; G

Special Inspections Project Manual; G

SD-06 Test Reports

Special Inspections Daily Reports

Special Inspections Biweekly Reports

SD-07 Certificates

Certified Steel Fabricator

Certificate of Compliance

Special Inspector of Record Qualifications; G

Special Inspector Qualifications; G

Qualification Records for NDT technicians

SD-11 Closeout Submittals

Comprehensive Final Report of Special Inspections; G

1.5 SPECIAL INSPECTOR QUALIFICATIONS

Submit qualifications for each special inspector and the special inspector of record.

1.5.1 Steel Construction and High Strength Bolting

1.5.1.1 Special Inspector

a. ICC Structural Steel and Bolting Special Inspector certificate with one year of related experience, or

b. Registered Professional Engineer to the Technical Chamber of Greece (TEE) with three years of related experience

1.5.1.2 Associate Special Inspector

Engineer-In-Training with one year of related experience.

1.5.2 Welding Structural Steel

1.5.2.1 Special Inspector

a. ICC Structural Welding Special Inspector certificate with one year of related experience, or

b. AWS Certified Welding Inspector, or

c. Certified Welding Inspector CSWIP 3.1 or,

d. International Welding Inspector Standard IWI-S

SECTION 01 45 35 Page 4

1.5.2.2 Associate Special Inspector

a. AWS Certified Associate Welding Inspector, or

b. Certified Welding Inspector CSWIP 3.0 or,

c. International Welding Inspector Basic IWI-B

1.5.3 Nondestructive Testing of Welds

1.5.3.1 Special Inspector

NDT Level III Certificate per ISO 9712

1.5.3.2 Associate Special Inspector

NDT Level II Certificate per ISO 9712 plus one year of related experience

1.5.4 Concrete Construction

1.5.4.1 Special Inspector

a. ICC Reinforced Concrete Special Inspector Certificate with one year of related experience, or

b. ACI Concrete Construction Special Inspector, or

c. Registered Professional Engineer to the Technical Chamber of Greece (TEE) with three years of related experience

1.5.4.2 Associate Special Inspector

a. ACI Concrete Construction Special Inspector in Training, or

b. Engineer-In-Training with one year of related experience

1.5.5 Verification of Site Soil Condition, Fill Placement and Load-Bearing Requirements

1.5.5.1 Special Inspector

a. ICC Soils Special Inspector Certificate with one year of related experience, or

b. NICET Soils Technician Level II Certificate in Construction Material Testing, or

c. Geologist-In-Training with three years of related experience, or

d. Registered Professional Engineer to the Technical Chamber of Greece (TEE) with three years of related experience

1.5.5.2 Associate Special Inspector

a. NICET Soils Technician Level I Certificate in Construction Material Testing with one year of related experience, or

b. Engineer-In-Training with one year of related experience

SECTION 01 45 35 Page 5

1.5.6 Fire-Resistant Penetrations and Joints

1.5.6.1 Special Inspector

a. Passed the UL Firestop Exam with one year of related experience, or

b. Passed the FM Firestop Exam with one year of related experience, or

c. Registered Professional Engineer to the Technical Chamber of Greece (TEE) with related experience

1.5.6.2 Associate Special Inspector

Engineer-In-Training with one year of related experience.

1.5.7 Walk-Down for Designated Seismic Systems

1.5.7.1 Special Inspector

a. Registered Professional Engineer to the Technical Chamber of Greece (TEE) with three years of related experience.

b. Design professional, responsible for the design of designated seismic systems, who is familiar with the construction and installation of mechanical, and electrical components, and their vulnerabilities to earthquakes with 3 years minimum experience.

1.5.8 Special Inspector of Record (SIOR)

Registered Professional Engineer to the Technical Chamber of Greece (TEE) with five years of related experience.

PART 2 PRODUCTS

2.1 FABRICATOR SPECIAL INSPECTIONS

Special Inspections of fabricator's work performed in the fabricator's shop is required to be inspected in accordance with the Statement of Special Inspections and the Schedule of Special Inspections unless the fabricator is certified by the approved agency to perform such work without Special Inspections. Submit the following certification to the Contracting Officer for information to allow work performed in the fabricator's shop to not be subjected to Special Inspections.

Certified Steel Fabricator.

At the completion of fabrication, submit a certificate of compliance, to be included with the comprehensive final report of Special Inspections, stating that the materials supplied and work performed by the fabricator are in accordance with the construction documents.

PART 3 EXECUTION

3.1 RESPONSIBILITIES

3.1.1 Special Inspector of Record

a. Supervise all Special Inspectors required by the Contract Documents and the IBC.

SECTION 01 45 35 Page 6

b. Submit a SIOR Letter of Acceptance to the Contracting Officer attesting to acceptance of the duties of SIOR, signed and sealed by the SIOR.

c. Verify the qualifications of all of the Special Inspectors.

d. Verify the qualifications of fabricators.

e. Submit Special Inspections agency's written NDT practices for the monitoring and control of the agency's operations to include the following:

(1) The agency's procedures for the selection and administration of inspection personnel, describing the training, experience and examination requirements for qualifications and certification of inspection personnel.

(2) The agency's inspection procedures, including general inspection, material controls, and visual welding inspection.

f. Submit qualification records for nondestructive testing (NDT) technicians designated for the project.

g. Submit NDT procedures and equipment calibration records for NDT to be performed and equipment to be used for the project.

h. Prepare a Special Inspections Project Manual, which must cover the following:

(1) Roles and responsibilities of the following individuals during Special Inspections: SIOR, SI, ASI, General Contractor's QC Manager and SER.

(2) Organizational chart or communication plan, indicating lines of communication.

(3) Contractor's internal plan for scheduling inspections. Address items such as timeliness of inspection requests, who to contact for inspection requests, and availability of alternate inspectors.

(4) Indicate the Government reporting requirements.

(5) Propose forms or templates to be used by SI and SIOR to document inspections.

(6) Indicate procedures for tracking nonconforming work and verification that corrective work is complete.

(7) Indicate how the SIOR and SI will participate in weekly QC meetings.

(8) Indicate how Special Inspections of shop fabricated items will be handled when the fabricator's shop is not certified in accordance with paragraph FABRICATOR SPECIAL INSPECTIONS.

(9) Include a section in the manual that covers each specific item requiring Special Inspections that is indicated on the Schedule of Special Inspections. Provide names and qualifications of each

SECTION 01 45 35 Page 7 special inspector who will be performing the Special Inspections for each specific item. Provide detail on how the Special Inspections are to be carried out for each item so that the expectations are clear for the General Contractor and the Subcontractor performing the work.

Make a copy of the Special Inspections Project Manual available on the job site during construction. Submit a copy of the Special Inspections Project Manual for approval.

i. Attend coordination and mutual understanding meeting where the information in the Special Inspections Project Manual will be reviewed to verify that all parties have a clear understanding of the Special Inspections provisions and the individual duties and responsibilities of each party.

j. Maintain a 3-ring binder for the Special Inspector's daily and biweekly reports and the Special Inspections Project Manual. This file must be located in a conspicuous place in the project trailer/office to allow review by the Contracting Officer and the SER.

k. Submit a copy of the Special Inspector's daily reports to the QC Manager.

l. Discrepancies that are observed during Special Inspections must be reported to the QC Manager for correction. If discrepancies are not corrected before the special inspector leaves the site the observed discrepancies must be documented in the daily report.

m. Submit a biweekly Special Inspections report until all work requiring Special Inspections is complete. A report is required for each biweekly period in which Special Inspections activity occurs, and must include the following:

(1) A brief summary of the work performed during the reporting time frame.

(2) Changes and discrepancies with the drawings, specifications and mechanical or electrical component certification, that were observed during the reporting period.

(3) Discrepancies which were resolved or corrected.

(4) A list of nonconforming items requiring resolution.

(5) All applicable test results including nondestructive testing reports.

n. At the completion of the project submit a comprehensive final report of Special Inspections that documents the Special Inspections completed for the project including corrections of all discrepancies noted in the daily reports. The comprehensive final report of Special Inspections must be signed, dated and bear the seal of the SIOR.

3.1.2 Quality Control Manager

a. Maintain a rework items list that includes discrepancies noted on the Special Inspectors daily report.

SECTION 01 45 35 Page 8

3.1.3 Special Inspectors

a. Inspect all elements of the project for which the special inspector is qualified to inspect and are identified in the Schedule of Special Inspections.

b. Attend preparatory phase meetings related to the Definable Feature of Work (DFOW) for which the special inspector is qualified to inspect.

k. Submit daily reports to the SIOR.

3.2 DEFECTIVE WORK

Check work as it progresses, but failure to detect any defective work or materials must in no way prevent later rejection if defective work or materials are discovered, nor obligate the Contracting Officer to accept such work.

-- End of Section --

SECTION 01 45 35 Page 9

THIS PAGE INTENTIONALLY LEFT BLANK

SECTION 01 45 35 Page 10

Project:

Location:

Project #:

Date:

D

IV

No

Souda Bay P131 Communications Center

NSA Souda Bay, Crete, Greece

1615269

8/9/2021

Project Seismic Design Category:

Project Risk Category:

Project Design Wind Speed (mph):

Number of Stories:

Structure Height Above Grade (ft):

Hazardous Occupancy or attached to such?

STATEMENT OF SPECIAL INSPECTIONS

Special Inspector of Record (SIOR)

A Special Inspector of Record (SIOR)

SIOR Name (Registered Professional):

Professional Registration Number:

Consulting Firm Name (if any):

SIOR Office AND Mobile Phone Number:

IS

Group H Occupancies (2015 IBC, Section 415) required (per UFGS 01 45 35, Section 1.3.8)

Contractor to provide prior to construction start

Following is a listing of critical main wind/seismic force resisting systems for this structure. Carefully inspect these elements as part of the roles and responsiblities of the Special Inspector (reference the Schedule of Special Inspections for inspection checklists).

Lateral Force Resisting System (LFRS)

2015 IBC 1704.3.2 and 1704.3.3

Vertical LFRS Elements Notes

Special Reinforced Concrete Shearwalls both orthogonal directions - see plans and elevations

See Slab Reinforcing Plans

Horizontal LFRS Elements Notes

Cast in Place Concrete Floor and Roof Diaphragms

Statement of Special Inspections Page 1 of 2

Project:

Location:

Project #:

Date:

1.

2.

3.

4.

5.

1.

2.

3.

4.

5.

6.

1.

2.

3.

4.

5.

6.

DSS Gas lines and associated fittings, anchorage, & flexible Connections

Reference specifications section 13 48 73 Section 1.2.1.2

(2015 IBC 1705.13.3.4) (ASCE 7-10, 13.2.2, C13.2.2) (UFC 3-310-04, 2-11.2 & 2-13.2.2)

Non-structural 'Designated Seismic Systems' (DSS) must remain operable and contain hazardous substances following a design earthquake. Accordingly, all Designated Seismic Systems must be listed below and must be certified by the manufacturer to remain both operable and/or to contain hazardous substances after a design earthquake per UFC 3-301-01, Section 2-13.2.2. Submit said Certificates of Compliance to the Contracting

Officer for each DSS after they have been reviewed and accepted by the EOR/DOR.

Additionally, the below listed Designated Seismic Systems must be carefully inspected by the Special Inspector according to the requirements noted in the Schedule of Special Inspections, Section AA.

ELECTRICAL Designated Seismic Systems (DSS) Requiring a Certificate of Compliance

If additional space is required, append an additional sheet listing the remaining DSS

If additional space is required, append an additional sheet listing the remaining DSS

DSS Emergency or Standby Power System

Reference specifications section 13 48 73 Section 1.2.1.3

MECHANICAL/PLUMBING Designated Seismic Systems (DSS) Requiring a Certificate of Compliance

OTHER Designated Seismic Systems (DSS) Requiring a Certificate of Compliance

DSS Building egress stair systems

DSS Building fire sprinkler systems

Reference specifications section 13 48 73 Section 1.2.1.1

Final Walk Down Inspection and Report

(UFC 3 301 01 SECTION 2-2.4.3)

Designated Seismic Systems shall receive a final walk-down inspection by the Registered Design Professional in

Responsible Charge

Final Walk Down Report, Prepared by the Registered Design Professional in Responsible Charge, Must Include:

1. Record observations of Final Walk Down Inspection

2. Document that Inspections were performed in accordance with the Schedule of Special Inspections

3. Document that all Designated Seismic Systems are installed according to construction/manufacturer document requirements, and that Compliance Certificates have been collected (UFC 03 301 01, 2-13.2.2.1).

Statement of Special Inspections Page 2 of 2

8/9/2021

1615269

NSA Souda Bay, Crete, Greece

Souda Bay P131 Communications Center

Designated Seismic Systems (DSS)

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

SCHEDULE OF SPECIAL INSPECTIONS

Reference UFGS 01 45 35 for all requirements not noted as part of this schedule.

INSPECTION DEFINITIONS:

PERFORM: Perform these tasks for each weld, fastener or bolted connection, and noted verification.

OBSERVE: Observe these items randomly during the course of each work day to insure that applicable requirements are being met. Operations need not be delayed pending these inspections at contractor’s risk.

DOCUMENT: Document, with a report, that the work has been performed in accordance with the contract documents. This is in addition to any other reports required in the Special Inspections guide specification.

CONTINUOUS: Constant monitoring of identified tasks by a special inspector over the duration of performance of said tasks.

The Seismic Design Category for this project is: ☐ A, ☐ B, ☐ C, ☒ D, ☐ E, ☐ F (check appropriate box)

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - STEEL – WELDING SECTION

ALL OR PORTIONS OF THIS SECTION ARE APPLICABLE IF BOX IS CHECKED: ☒

STEEL INSPECTION PRIOR TO WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC 1705.2.1, AISC 360-16: Table C-N5.4-1

TASK INSPECTION TYPE1 DESCRIPTION

1. Verify that the welding procedures specification

(WPS) is available

PERFORM

2. Verify manufacturer certifications for welding consumables are available

PERFORM

3. Verify material identification PERFORM Type and grade.

4. Welder Identification

System

PERFORM The fabricator or erector, as applicable, shall maintain a system by which a welder who has welded a joint or member can be identified. Stamps, if used, shall be the low-stress type.

5. Fit-up of groove welds

(including joint geometry)

OBSERVE Joint preparation

Dimensions (alignment, root opening, root face, bevel)

Cleanliness (condition of steel surfaces)

Tacking (tack weld quality and location)

Backing type and fit (if applicable)

6. Configuration and finish of access holes

OBSERVE

7. Fit-up of fillet welds OBSERVE Dimensions (alignment, gaps at root)

Cleanliness (condition of steel surfaces)

Tacking (tack weld quality and location)

STEEL INSPECTION DURING WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC 1705.2.1, AISC 360-16: Table C-N5.4-2

TASK INSPECTION TYPE DESCRIPTION

8. Use of qualified welders PERFORM Welding by welders, welding operators, and tack welders who are qualified in conformance with requirements.

9. Control and handling of welding consumables

OBSERVE Packaging

Electrode atmospheric exposure control

10. No welding over cracked tack welds

OBSERVE

11. Environmental conditions OBSERVE Wind speed within limits

Precipitation and temperature

12. Welding Procedures

Specification followed

OBSERVE Settings on welding equipment

Travel speed

Selected welding materials

Shielding gas type/flow rate

Preheat applied

Interpass temperature maintained (min./max.)

Proper position (F, V, H, OH)

Intermix of filler metals avoided

13. Welding techniques OBSERVE Interpass and final cleaning

Each pass within profile limitations

Each pass meets quality requirements

1 PERFORM: Perform these tasks for each weld, fastener or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need not be delayed pending these inspections at contractor’s risk.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - STEEL – WELDING SECTION (CONTINUED)

STEEL INSPECTION AFTER WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC 1705.2.1, AISC 360-16: Table C-N5.4-3

TASK INSPECTION TYPE 1 DESCRIPTION

14. Welds cleaned OBSERVE

15. Size, length, and location of all welds

PERFORM Size, length, and location of all welds conform to the requirements of the detail drawings.

16. Welds meet visual acceptance criteria

PERFORM AND

DOCUMENT

Crack prohibition

Weld/base-metal fusion

Crater cross section

Weld profiles

Weld size

Undercut

Porosity

17. Arc strikes PERFORM

18. k-area PERFORM When welding of doubler plates, continuity plates or stiffeners has been performed in the k-area, visually inspect the web k-area for cracks. (AISC 360 – Table

N5.4-3)

19. Backing removed, weld tabs removed and finished, and fillet welds added where required

PERFORM

20. Repair activities PERFORM AND

DOCUMENT

21. Document acceptance or rejection of welded joint or member

PERFORM

END SECTION

1 PERFORM: Perform these tasks for each weld, fastener or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - STEEL – BOLTING SECTION

STEEL INSPECTION TASKS PRIOR TO BOLTING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC 1705.2.1, AISC 360-16: Table C-N5.6-1

TASK INSPECTION TYPE 1 DESCRIPTION

1. Manufacture’s certifications available for fastener materials

PERFORM

2. Fasteners marked in accordance with

ASTM requirements

OBSERVE

3. Proper fasteners selected for joint detail

(grade, type, bolt length if threads are to be excluded from shear plane)

OBSERVE

4. Proper bolting procedure selected for joint detail

OBSERVE

5. Connecting elements, including appropriate faying surface condition and hole preparation, if specified, meet applicable requirements

OBSERVE

6. Proper storage provided for bolts, nuts, washers, and other fastener components

OBSERVE

STEEL INSPECTION TASKS DURING BOLTING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC 1705.2.1, AISC 360-16: Table C-N5.6-2

TASK INSPECTION TYPE 1 DESCRIPTION

7. Fastener assemblies of suitable condition, placed in all holes and washers (if required) are positioned as required

OBSERVE

8. Joint brought to the snug-tight condition prior to pretensioning operation

OBSERVE

9. Fastener component not turned by the wrench prevented from rotating

OBSERVE

10. Bolts are pretensioned in accordance with

RCSC Specification, progressing systematically from the most rigid point toward the free edges

OBSERVE

STEEL INSPECTION TASKS AFTER BOLTING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.2.1, AISC 360-10: Table C-N5.6-3

TASK INSPECTION TYPE 1 DESCRIPTION

11. Document acceptance or rejection of all bolted connections

1 PERFORM: Perform these tasks for each weld, fastener or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - STEEL - NON DESTRUCTIVE TESTING SECTION

NONDESTRUCTIVE TESTING OF WELDED JOINTS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC 1705.2.1, AISC 360-16: Section N5.5

TASK INSPECTION TYPE 1 DESCRIPTION

1. Use of qualified nondestructive testing personnel

PERFORM Visual weld inspection and nondestructive testing (NDT) shall be conducted by personnel qualified in accordance with AWS

D1.8 clause 7.2

2. Welded joints subject to fatigue

OBSERVE Dye penetrant testing (DT) and Ultrasonic testing (UT) shall be performed on 100% of welded joints identified on contract drawings as being subject to fatigue.

3. Weld tab removal sites OBSERVE At the end of welds where weld tabs have been removed, magnetic particle testing shall be performed on the same beam-to-column joints receiving UT

STRUCTURAL - STEEL - OTHER INSPECTIONS

OTHER STEEL INSPECTIONS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC 1705.2.1, AISC 341-16: Tables J8.1 & J10.1

TASK INSPECTION TYPE 1 DESCRIPTION

1. Anchor rods and other embedments supporting structural steel

PERFORM Verify the diameter, grade, type, and length of the anchor rod or embedded item, and the extent or depth of embedment prior to placement of concrete.

2. Fabricated steel or erected steel frame

OBSERVE Verify compliance with the details shown on the construction documents, such as braces, stiffeners, member locations and proper application of joint details at each connection.

3. Reduced beam sections (RBS) where/if occurs

DOCUMENT Contour and finish

Dimensional tolerances

4. Protected zones DOCUMENT No holes or unapproved attachments made by fabricator or erector

5. H-piles where/if occurs DOCUMENT No holes or unapproved attachments made by the responsible contractor

1 PERFORM: Perform these tasks for each weld, fastener or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - COLD-FORMED METAL DECK - PLACEMENT SECTION

METAL DECK INSPECTION PRIOR TO DECK PLACEMENT – VERIFY THE FOLLOWING ARE IN COMPLIANCE

SDI QA/QC-2011, Appendix 1, Table 1.1

TASK INSPECTION TYPE 1 DESCRIPTION

1. Verify compliance of materials

(deck and all deck accessories) with construction documents, including profiles, material properties, and base metal thickness

PERFORM

2. Document acceptance or rejection of deck and deck accessories

DOCUMENT

METAL DECK INSPECTION DURING DECK PLACEMENT – VERIFY THE FOLLOWING ARE IN COMPLIANCE

SDI QA/QC-2011, Appendix 1, Table 1.2

TASK INSPECTION TYPE 1 DESCRIPTION

3. Verify compliance of deck and all deck accessories installation with construction documents

PERFORM

4. Verify deck materials are represented by the mill certifications that comply with the construction documents

PERFORM

5. Document acceptance or rejection of installation of deck and deck accessories

DOCUMENT

METAL DECK INSPECTION AFTER DECK PLACEMENT – VERIFY THE FOLLOWING ARE IN COMPLIANCE

SDI QA/QC-2011, Appendix 1, Table 1.3

TASK INSPECTION TYPE 1 DESCRIPTION

6. Welding procedure specification

(WPS) available

PERFORM

7. Manufactures certifications for welding consumables available

OBSERVE

8. Material identification

(type/grade)

OBSERVE

9. Check welding equipment OBSERVE

1 PERFORM: Perform these tasks for each weld, fastener or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - COLD-FORMED METAL DECK – WELDING SECTION

METAL DECK INSPECTION DURING WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

SDI QA/QC-2011, Appendix 1, Table 1.4

TASK INSPECTION TYPE 1 DESCRIPTION

1. Use of qualified welders OBSERVE

2. Control and handling of welding consumables

OBSERVE

3. Environmental conditions (wind speed, moisture, temperature)

OBSERVE

4. WPS followed OBSERVE

METAL DECK INSPECTION AFTER WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

SDI QA/QC-2011, Appendix 1, Table 1.5

TASK INSPECTION TYPE 1 DESCRIPTION

5. Verify size and location of welds, including support, sidelap, and perimeter welds.

PERFORM

6. Welds meet visual acceptance criteria

PERFORM

7. Verify repair activities PERFORM

8. Document acceptance or rejection of welds

1 PERFORM: Perform these tasks for each weld, fastener or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - COLD-FORMED METAL DECK – FASTENING SECTION

METAL DECK INSPECTION BEFORE MECHANICAL FASTENING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

SDI QA/QC-2011, Appendix 1, Table 1.6

TASK INSPECTION TYPE 1 DESCRIPTION

1. Manufacturer installation instructions available for mechanical fasteners

OBSERVE

2. Proper tools available for fastener installation

OBSERVE

METAL DECK INSPECTION DURING MECHANICAL FASTENING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

SDI QA/QC-2011, Appendix 1, Table 1.7

TASK INSPECTION TYPE 1 DESCRIPTION

3. Fasteners are positioned as required

OBSERVE

4. Fasteners are installed in accordance with manufacturer's instructions

OBSERVE

METAL DECK INSPECTION AFTER MECHANICAL FASTENING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

SDI QA/QC-2011, Appendix 1, Table 1.8

TASK INSPECTION TYPE 1 DESCRIPTION

5. Check spacing, type, and installation of support fasteners

PERFORM

6. Check spacing, type, and installation of sidelap fasteners

PERFORM

7. Check spacing, type, and installation of perimeter fasteners

PERFORM

8. Verify repair activities PERFORM

9. Document acceptance or rejection of mechanical fasteners

1 PERFORM: Perform these tasks for each weld, fastener or bolted connection, and required verification.

OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - CONCRETE CONSTRUCTION SECTION

CONCRETE CONSTRUCTION, INCLUDING COMPOSITE DECK – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC TABLE 1705.3 (ACI 318 REFERENCES NOTED IN IBC TABLE)

TASK INSPECTION TYPE 1 DESCRIPTION

1. Inspect reinforcement, including prestressing tendons, and verify placement.

OBSERVE Verify prior to placing concrete that reinforcing is of specified type, grade and size; that it is free of oil, dirt and unacceptable rust; that it is located and spaced properly; that hooks, bends, ties, stirrups and supplemental reinforcement are placed correctly; that lap lengths, stagger and offsets are provided; and that all mechanical connections are installed per the manufacturer’s instructions and/or evaluation report.

2. Reinforcing bar welding OBSERVE Verify weldability of reinforcing bars other than

ASTM A 706

Inspect single-pass fillet welds, maximum 5/16” in accordance with AWS D1.4

3. All other welding CONTINUOUS Visually inspect all welds in accordance with AWS D1.4

4. Cast in place anchors and post installed drilled anchors

(downward inclined)

OBSERVE Verify prior to placing concrete that cast in place anchors and post installed drilled anchors have proper embedment, spacing and edge distance.

5. Post-installed adhesive anchors in horizontal or upward inclined orientations

CONTINUOUS AND

DOCUMENT

Inspect as required per approved ICC-ES report

Verify that installer is certified for installation of horizontal and overhead installation applications

Inspect proof loading as required by the contract documents (IBC Table 1705.3, 4)

6. Verify use of required mix design OBSERVE Verify that all mixes used comply with the approved construction documents(IBC Table 1705.3, 5)

7. Prior to concrete placement, fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete

CONTINUOUS At the time fresh concrete is sampled to fabricate specimens for strength test verify these tests are performed by qualified technicians.

8. Inspect concrete and/or shotcrete placement for proper application techniques

CONTINUOUS Verify proper application techniques are used during concrete conveyance and depositing avoids segregation or contamination. Verify that concrete is properly consolidated.

9. Verify maintenance of specified curing temperature and technique

OBSERVE Inspect curing, cold weather protection, and hot weather protection procedures.

10. Pre-stressed concrete CONTINUOUS Verify application of prestressing forces and grouting of bonded prestressing tendons.

CONTINUED ON FOLLOWING PAGE

1 OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

DOCUMENT: Document in a report that the work has been performed as required. This is in addition to all other required reports.

CONTINUOUS: Constant monitoring of identified tasks by a special inspector over the duration of performance of said tasks.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

STRUCTURAL - CONCRETE CONSTRUCTION (CONTINUED)

CONCRETE CONSTRUCTION, INCLUDING COMPOSITE DECK – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC TABLE 1705.3 (ACI 318 REFERENCES NOTED IN IBC TABLE)

TASK INSPECTION TYPE 1 DESCRIPTION

11. Inspect erection of precast concrete members

OBSERVE

12. Verify in-situ concrete strength, prior to stressing of tendons in post-tensioned concrete and prior to removal of shores and forms from beams and structural slabs.

OBSERVE

13. Inspect formwork for shape, location and dimensions of the concrete member being formed.

OBSERVE

1 OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

GEOTECHNICAL - SOILS INSPECTION SECTION

SOILS INSPECTION – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.6

TASK INSPECTION TYPE 1 DESCRIPTION

1. Materials below shallow foundations are adequate to achieve the design bearing capacity.

OBSERVE

2. Excavations are extended to proper depth and have reached proper material

OBSERVE

3. Perform classification and testing of compacted fill materials

OBSERVE

4. Verify use of proper materials, densities and lift thicknesses during placement and compaction of compacted fill

CONTINUOUS

5. Prior to placement of compacted fill, inspect subgrade and verify that site has been prepared properly.

OBSERVE During fill placement, the special inspector shall verify that proper materials and procedures are used in accordance with the provisions of the approved geotechnical report

1 OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

CONTINUOUS: Constant monitoring of identified tasks by a special inspector over the duration of performance of said tasks.

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

FIRE PROTECTION – FIRE RESISTANT PENETRATIONS AND JOINTS SECTION

FIRE RESISTANT PENETRATIONS AND JOINTS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC 1705.17

TASK

INSPECTION TYPE

DESCRIPTION

1. Inspections of penetration firestop systems conducted in accordance with ASTM E 2174.

2. Inspections of fire-resistant joint systems conducted in accordance with ASTM E 2393

1 OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

ARCHITECTURAL – ARCHITECTURAL COMPONENTS

ARCHITECTURAL COMPONENTS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2018 IBC 1705.12.5, 1705.12.7

TASK INSPECTION TYPE 1 DESCRIPTION

1. Erection and fastening of exterior cladding and interior and exterior veneer.

Verify appropriate materials, fasteners and attachment at commencement of work and at completion.

Inspector Note: Inspection not required if height is less than 30 feet or weight is less than 5psf

2. Interior and exterior non-load bearing walls

OBSERVE Verify appropriate materials, fasteners and attachment at commencement of work and at completion.

Inspector Note: Inspection not required if interior non-load bearing walls weigh less than 15psf

3. Access floors OBSERVE Verify that anchorage complies with approved construction documents.

4. Storage racks OBSERVE Verify that anchorage complies with approved construction documents. Inspection of post-installed anchors shall comply with approved ICC-ES report.

Inspector Note: Not required for racks less than 8 feet in height

1 OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

PLUMBING/MECHANICAL/ELECTRICAL DESIGNATED SEISMIC SYSTEMS SECTION

PLUMBING, MECHANICAL AND ELECTRICAL

IBC 1705.12.6

1. Anchorage of electrical equipment for emergency and standby power systems

Check for general conformance

2. Anchorage of all other electrical equipment in Seismic Design Categories E and F only (See first page of this schedule for Seismic Design Category)

OBSERVE Check for general conformance

3. Installation and anchorage of piping designed to carry hazardous materials and their associated mechanical units.

OBSERVE Check for general conformance

4. Installation and anchorage of vibration isolation systems where the construction documents require a nominal clearance of ¼” or less between support framing and restraint.

OBSERVE Check for general conformance

5. Verification of clearance between fire sprinkler piping and surrounding mechanical and electrical equipment, including ductwork, piping and their structural supports.

OBSERVE Check for minimum clearances noted in

ASCE7 13.2.3 or a nominal clearance of not less than 3 inches

1 OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2018 ON 03/01/20

PLUMBING/MECHANICAL/ELECTRICAL DESIGNATED SEISMIC SYSTEMS SECTION

PLUMBING, MECHANICAL AND ELECTRICAL – DESIGNATED SEISMIC SYSTEMS

IBC 1705.12.4

1. Designated Seismic Systems equipment verification

OBSERVE Verify model number and serial number are in conformance with project specific seismic qualification (PSSQ)

Verify Tag ID is correct and installed per specifications

2. Designated Seismic Systems equipment

Mounting

OBSERVE Verify that Anchor Base Bolting is installed per PSSQ

Verify that Equipment Bracing is installed per PSSQ

Verify that Bracing Attachments are installed per PSSQ

3. Designated Seismic Systems utility

Conduit/Piping

OBSERVE Verify that Conduit /Piping is connected to the equipment per PSSQ (flex or rigid)

Verify that Conduit/Piping is seismically supported independently of equipment and in accordance with PSSQ support requirements

4. Designated Seismic System clearance OBSERVE Adjacent Equipment – Verify that there is adequate gap to eliminate possibility of pounding

Conduit/Piping – Verify that there is adequate gap to eliminate possibility of pounding

1 OBSERVE: Observe these items on a random sampling basis daily to insure that applicable requirements are met. Operations need

Filename: 01 45 35 Schedule of Special Inspections_revised P-131.docx

Directory: C:\Users\09065078\Documents\Tedds

Template:

C:\Users\09065078\AppData\Roaming\Microsoft\Templates\Normal.d otm

Title:

Subject:

Author: Band, Barry

Keywords:

Comments:

Creation Date: 7/23/2020 4:09:00 PM

Change Number: 8

Last Saved On: 8/30/2021 12:13:00 PM

Last Saved By: Presley, Laura/KNV

Total Editing Time: 98 Minutes

Last Printed On: 8/30/2021 12:14:00 PM

As of Last Complete Printing

Number of Pages: 15

Number of Words: 3,656 (approx.)

Number of Characters: 20,845 (approx.)

1.5.8 Special Inspector of Record SIOR

3.2 DEFECTIVE WORK