B.08.03 W912DQ24R4007 Amendment 0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Fort Riley Hangar, Fort Riley, Kansas

The purpose of this amendment is to include updated information for Section 00 22 16 Instructions to Proposers as w ell as Section 01 45 35

Special Instructions

The proposal due date is changed from February 20, 2024 at 2:00 p.m. to March 6, 2024 at 2:00 p.m.

All other terms and conditions remain unchanged and in force.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 13-Feb-2024

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912DQ24R4007

X 9B. DATED (SEE ITEM 11)

19-Jan-2024

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

13-Feb-2024

CODE

USACE, KANSAS CITY CT

FEDERAL BLDG CT-M 601 E 12TH STREET

KANSAS CITY MO 64106-2896

W912DQ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DQ24R4007

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

SUMMARY OF CHANGES

THE SOLICITATION IS AMENDED AS FOLLOWS:

Deleted text is shown with a strikethrough. Added text is shown with underline.

1. Specification changes.

a. Standard Form 1442.

i. Paragraph 13.A is revised to:

A. Sealed offers in original and 1 copies to perform the work required are due at the place specified in Item 8 by 2:00 PM local time 20 Feb 2024 6 Mar 2024 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

ii. Paragraph 13.D is revised to read as shown below.

D. Offers providing less than 160 calendar days 120 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

b. Section 00 22 16: Instructions to Proposers.

Paragraph 3. PROPOSAL FORMAT AND SUBMITTAL REQUIREMENTS

3. PROPOSAL FORMAT AND SUBMITTAL REQUIREMENTS

In order to be considered for award of a contract for the requirements of this solicitation, the offeror must submit a proposal with its offer. Failure to submit a complete proposal may result in the entire offer being rejected. The proposals shall be submitted in files as follows:

Submit the proposal in electronic format as indicated.

(1) File 1 (TAB A) Pro Forma requirements

(2) File 2 Technical Proposal (TABs B – C)

TAB B, Factor 1 Performance Confidence TAB C, Factor 2 Technical Approach

(3) File 3 (TAB D) Factor 3 Small Business Commitment

(4) File 4 (TAB E) Factor 4 Price Proposal

W912DQ24R4007

Offerors shall limit the proposal to the following page limits:

Tabs and sub tabs do not count against the page limit.

Factor 1: Performance Confidence – 3 pages per project, maximum 15 pages.

CPARS or PPQ’s are not included in the page count.

Factor 2: Technical Approach - 10 14 pages.

Factor 3: Small Business Commitment – 2 pages

All text must be legible and easily read. The page size of the offeror’s proposal shall not exceed 8-1/2 by 11 inches. Diagrams, charts and tables shall conform to the paper size. All text shall be typed single spaced with a minimum size 11 font; the schedule graphic may use 8 font if necessary. Margins (1-inch) shall be clean and clear except for headers and footers. If fold-out charts are unavoidable, and are to be utilized, all sheets shall be reproduced on 11 by 17 inch and folded to 8-1/2 by 11-inch size. A page is defined as text or information on one side of the paper regardless of paper size. If it is printed double sided, each face will be counted as a page. Each file should be in PDF format and be *Optical Character Recognition (OCR) compatible.

*OCR is a common method of digitizing printed texts so that they can be electronically searched, stored more compactly, displayed on-line, and used in machine processes such as machine translation, text-to-speech, key data extraction and text mining.

c. Section 01 45 35, Special Inspections. This section has been revised. A copy of the revised section is attached. Attachments 1 and 2 are replaced in their entirety as well as an additional paragraph was added to the body of the specification.

2. Drawings. The following sheets are revised. Copies of the revised sheets are attached.

P-504 M-114 M-116 M-122 M-601 M-602 M-603

3. The time and date for submission of proposals has changed and is now March 6, 2024 at 2:00 PM local time.

4. Offerors are required to acknowledge receipt of this amendment. Failure to acknowledge receipt of all amendments may cause rejection of offeror’s proposal.

5. All other terms and conditions remain unchanged and in full force.

(End of Summary of Changes)

Attack Aviation Battalion Complex W912DQ24-R-4007 Fort Riley, Kansas

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 45 35

SPECIAL INSPECTIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 GENERAL REQUIREMENTS

1.3 DEFINITIONS

1.3.1 Continuous Special Inspections

1.3.2 Perform

1.3.3 Observe

1.3.4 Special Inspector (SI)

1.3.5 Associate Special Inspector (ASI)

1.3.6 Third Party

1.3.7 Special Inspector of Record (SIOR)

1.3.8 Contracting Officer

1.3.9 Contractor's Quality Control (QC) Manager

1.3.10 Structural Engineer of Record (SER)

1.3.11 Statement of Special Inspections (SSI)

1.3.12 Schedule of Special Inspections (SSI)

1.3.13 Designated Seismic Systems (DSS)

1.3.14 Definable Feature of Work (DFOW)

1.4 SUBMITTALS

1.5 SPECIAL INSPECTOR QUALIFICATIONS

1.5.1 Steel Construction and High Strength Bolting

1.5.1.1 Special Inspector

1.5.1.2 Associate Special Inspector

1.5.2 Welding Structural Steel

1.5.2.1 Special Inspector

1.5.2.2 Associate Special Inspector

1.5.3 Nondestructive Testing of Welds

1.5.3.1 Special Inspector

1.5.3.2 Associate Special Inspector

1.5.3.3 NDT Qualifications

1.5.4 Cold Formed Steel Framing

1.5.4.1 Special Inspector

1.5.4.2 Associate Special Inspector

1.5.5 Concrete Construction

1.5.5.1 Special Inspector

1.5.5.2 Associate Special Inspector

1.5.6 Masonry Construction

1.5.6.1 Special Inspector

1.5.6.2 Associate Special Inspector

1.5.7 Adhesive Anchors

1.5.7.1 Special Inspector Qualifications for Anchors Installed in the Horizontal or Upwardly Inclined Position

1.5.8 Verification of Site Soil Condition, Soil Improvement, Fill

Placement and Load-Bearing Requirements

1.5.8.1 Special Inspector

01 45 35 - 1

1.5.8.2 Associate Special Inspector

1.5.9 Fire-Resistant Penetrations and Joints

1.5.9.1 Special Inspector

1.5.9.2 Associate Special Inspector

1.5.10 Special Inspector of Record (SIOR)

PART 2 PRODUCTS

2.1 FABRICATOR SPECIAL INSPECTIONS

PART 3 EXECUTION

3.1 RESPONSIBILITIES

3.1.1 Special Inspector of Record

3.1.2 Quality Control Manager

3.1.3 Special Inspectors

3.2 DEFECTIVE WORK

-- End of Section Table of Contents --

01 45 35 - 2

SECTION 01 45 35

SPECIAL INSPECTIONS

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 (2021) International Building Code

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 ensure that the work of the Prime Contractor is in accordance with the Contract Documents and applicable building codes. 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. Concrete pour for footings at grids K-7 and K-12.

b. Erection of roof header truss RHT 2.

c. Completion of final bolting of connections for the Maintenance Bay roof truss bottom chord bracing.

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.

01 45 35 - 3

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.

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 10 QUALITY CONTROL having the overall responsibility for the Contractor's QC organization.

1.3.10 Structural Engineer of Record (SER)

A registered design professional employed by the Government 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, 01 45 35 - 4 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 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 and following the MCER for RC V structures. All systems in RC V facilities designated as MC-1 in accordance with UFC 3-301-02 are considered part of the Designated Seismic Systems. Designated Seismic Systems will have an Importance Factor Ip = 1.5. The only DSS for this project is egress stairways in the Administration Building, which have a component importance factor of 1.5, and are not exempt per Chapter 13 of

ASCE 7-16 .

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" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

SIOR Letter of Acceptance ; G, RO

Special Inspections Project Manual ; G, DO

Special Inspections Agency's Written NDT Practices ; G, RO with method and evidence of regular equipment calibration where applicable

SD-06 Test Reports

Special Inspections Daily Reports

Special Inspections Biweekly Reports ; G, RO

SD-07 Certificates

AISC Certified Steel Fabricator ; G, RO

AC472 Accreditation ; G, RO

01 45 35 - 5

Steel Joist Institute Membership ; G, RO

Certificate of Compliance

Special Inspector of Record Qualifications; G, RO

Special Inspector Qualifications; G, RO

Qualification Records ; G, RO for NDT technicians

SD-11 Closeout Submittals

Interim Report of Special Inspections for Each DFOW; G, DO

Comprehensive Final Report of Special Inspections; G, DO

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 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

1.5.2.2 Associate Special Inspector

AWS Certified Associate Welding Inspector

1.5.3 Nondestructive Testing of Welds

1.5.3.1 Special Inspector

NDT Level III Certificate

1.5.3.2 Associate Special Inspector

NDT Level II Certificate plus one year of related experience

01 45 35 - 6

1.5.3.3 NDT Qualifications

Submit qualification records for NDT technicians, as well as written NDT practices .

1.5.4 Cold Formed Steel Framing

1.5.4.1 Special Inspector

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

b. ICC Commercial Building Inspector with one year of experience, or

c. ICC Residential Building Inspector with one year of experience, or

d. Registered Professional Engineer with three years related experience

1.5.4.2 Associate Special Inspector

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

1.5.5 Concrete Construction

1.5.5.1 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 with three years of related experience

1.5.5.2 Associate Special Inspector

a. ACI Concrete Construction Special Inspector in Training, or

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

1.5.6 Masonry Construction

1.5.6.1 Special Inspector

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

b. Registered Professional Engineer with three years of related experience

1.5.6.2 Associate Special Inspector

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

1.5.7 Adhesive Anchors

1.5.7.1 Special Inspector Qualifications for Anchors Installed in the Horizontal or Upwardly Inclined Position

a. Certification as an ACI/CRSI Adhesive Anchor Installation Inspector, or equivalent.

01 45 35 - 7

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

1.5.8.1 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 with three years of related experience

1.5.8.2 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

1.5.9 Fire-Resistant Penetrations and Joints

1.5.9.1 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 with related experience

1.5.9.2 Associate Special Inspector

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

1.5.10 Special Inspector of Record (SIOR)

Registered Professional Engineer 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 certifications to the Contracting Officer for information to allow work performed in the fabricator's shop to not be subjected to Special Inspections.

AISC Certified Steel Fabricator .

International Accreditation Service, AC472 Accreditation

Steel Joist Institute Membership

01 45 35 - 8

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.

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. 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 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.

01 45 35 - 9

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.

f. 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.

g. 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.

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

i. 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.

j. 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 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.

k. At the completion of each Definable Feature of Work (DFOW) requiring Special Inspections, submit an interim report that documents the Special Inspections completed for that DFOW including corrections of all discrepancies noted in the daily reports. Interim reports of Special Inspections must be signed and dated by the SIOR.

l. 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

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

01 45 35 - 10

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

c. Submit a copy of the daily reports to the QC Manager.

d. Report discrepancies that are observed during Special Inspections 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.

e. Submit a biweekly Special Inspection Report until all inspections are 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 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 result including nondestructive testing reports.

f. At the completion of each DFOW requiring Special Inspections, submit an interim report of Special Inspections that documents the Special Inspections completed for that DFOW. Identify the inspector responsible for each item inspected and corrections of all discrepancies noted in the daily reports. The interim report of Special Inspections must be signed, dated and indicate the certification of the special inspector qualifying them to conduct the inspection.

g. At the completion of the project submit a comprehensive final report of Special Inspections that documents the Special Inspections completed for the project and corrections of all discrepancies noted in the daily reports. The comprehensive final report of Special Inspections must be signed, dated and indicate the certification of the special inspector qualifying them to conduct the inspection.

h. 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 --

01 45 35 - 11

Project:

Location:

Project #:

Date:

B

III

No

Braced frames and connections in MB Refer to sheets S‐221, S‐222 and S‐223

Fort Riley AAB Hangar Complex

Fort Riley, Kansas

PN 72687

2/7/2024

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 required (per UFGS 01 45 35, Section 1.3.7)

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) 2021 IBC 1704.3.2 and 1704.3.3

Vertical LFRS Elements Notes

Roof Truss Sway Frames and connections in MB

Bridge Crane Girder Sway Frames and connections in MB

Roof Trusses and connections in MB

Roof Header Trusses and connections in MB

Cantileverd Roof Truss connections

Intermediate reinforced masonry shearwalls

Refer to sheets S‐141, S‐142, S‐143 and S‐207

Refer to sheets S‐141, S‐142, S‐143 and S‐208

Refer to sheets S‐151, S‐152, S‐153 and S‐211, S‐212

Refer to sheets S‐151 thru S‐153; S‐201 thru S‐206

All connections on section 1 on sheet S‐330

See plans, schedule and details

Refer to sheets S‐121 thru S‐123

Refer to sheets S‐121 thru S‐123

Refer to sheets S‐121 thru S‐123; S‐151 thru S‐156

Refer to sheets S‐121 thru S‐123; S‐151 thru S‐156

Refer to sheet S‐130

Refer to sheets S‐141, S‐142 and S‐143

Horizontal LFRS Elements Notes

Horizontal Bracing and connections in MB

Upper Door Guide Horiz Bracing and connections in MB

Metal Roof Deck Diaphragms & Related Fastening Systems

Roof Diaphragm Collectors, Drag struts and connections

Second Floor Diaphragms & Related Fastening Systems

Second Floor Diaphragm Collectors, Drag struts and conn's

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.

(2021 IBC 1705.14.3) (ASCE 7‐16, 13.2.2, C13.2.2) (UFC 3‐301‐1, 2‐5.4)

Seismic Design Category (SDC) = B for all buildings; therefore there are no MEP or FP systems that are

Designated Seismic Systems (DSS). The only DSS is egress stairwells.

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

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

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

DSS Admin Building egress stair systems

Final Walk Down Inspection and Report

(UFC 3 301 01 SECTION 2‐5.4)

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, 3‐6.2, 13.2.2.2).

Statement of Special Inspections Page 2 of 2

2/7/2024

PN 72687

Fort Riley, Kansas

Fort Riley AAB Hangar Complex

Designated Seismic Systems (DSS)

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2021 ON 02/07/2024

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 2021 ON 02/07/2024

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

2021 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

2021 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 2021 ON 02/07/2024

STRUCTURAL ‐ STEEL – WELDING SECTION (CONTINUED)

STEEL INSPECTION AFTER WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2021 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.

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.

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 2021 ON 02/07/2024

STRUCTURAL ‐ STEEL – BOLTING SECTION

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

2021 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

2021 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

2021 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 2021 ON 02/07/2024

STRUCTURAL ‐ STEEL ‐ NON DESTRUCTIVE TESTING SECTION

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

2021 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. CJP groove welds OBSERVE Dye penetrant testing (DT) and ultrasonic testing (UT) shall be performed on 20% of CJP groove welds for materials greater than 5/16” (8mm) thick. Testing rate must be increased to 100% if greater than 5% of welds tested have unacceptable defects.

3. 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.

4. 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

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

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2021 ON 02/07/2024

STRUCTURAL ‐ STEEL – AISC 341 REQUIREMENTS (SEISMIC PROVISIONS) SECTION

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

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

2021 IBC 1705.2.1, AISC 341‐16: Section J6.2

TASK INSPECTION TYPE 1 DESCRIPTION

5. CJP groove welds OBSERVE Dye penetrant testing (DT) and ultrasonic testing (UT) shall be performed on 100% of CJP groove welds for materials greater than 5/16” thick (8mm).

6. Beam cope and access hole.

OBSERVE At welded splices and connections, thermally cut surfaces of beam copes and access holes shall be tested using magnetic particle testing (MT) or dye penetrant testing (DT), when the flange thickness exceeds 1 1/2 in. for rolled shapes, or when the web thickness exceeds 1 1/2 in. for built‐up shapes.

7. K‐area NDT (AISC 341)

PERFORM Where welding of doubler plates, continuity plates or stiffeners has been performed in the k‐area, the web shall be tested for cracks using magnetic particle testing (MT). The MT inspection area shall include the k‐area base metal within 3‐inches of the weld. The MT shall be performed no sooner than 48 hours following completion of the welding.

8. Placement of reinforcing or contouring fillet 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 2021 ON 02/07/2024

STRUCTURAL ‐ STEEL ‐ COMPOSITE CONSTRUCTION 1

COMPOSITE CONSTRUCTION PRIOR TO PLACING CONCRETE – VERIFY THE FOLLOWING ARE IN COMPLIANCE 2021 IBC 1705.2.1, AISC 360‐16: Table N6.1, AISC 341‐16: Table J9.1

TASK INSPECTION TYPE 2 DESCRIPTION

1. Placement and installation of steel headed stud anchors

PERFORM

2. Material identification of reinforcing steel (Type/Grade)

OBSERVE

3. Determination of carbon equivalent for reinforcing steel other than ASTM A706

OBSERVE

4. Proper reinforcing steel size, spacing, clearances, support, and orientation

OBSERVE

5. Reinforcing steel has not been re‐bent in the field

OBSERVE

6. Reinforcing clearances have been provided

OBSERVE

7. Reinforcing steel has been tied and supported as required

OBSERVE

8. Composite member has required size

OBSERVE

STRUCTURAL ‐ STEEL ‐ OTHER INSPECTIONS

OTHER STEEL INSPECTIONS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2021 IBC 1705.2.1, AISC 341‐16: Tables J8.1 & J10.1

TASK INSPECTION TYPE 2 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 See Concrete Construction Section for all concrete related inspection of composite steel construction.

2 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 2021 ON 02/07/2024

STRUCTURAL ‐ COLD‐FORMED METAL DECK ‐ PLACEMENT SECTION

METAL DECK INSPECTION PRIOR TO DECK PLACEMENT – VERIFY THE FOLLOWING ARE IN COMPLIANCE SDI QA/QC‐2017, 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 AFTER DECK PLACEMENT – VERIFY THE FOLLOWING ARE IN COMPLIANCE SDI QA/QC‐2017, 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

PERFORM AND

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

SDI QA/QC‐2017, Appendix 1, Table 1.3

TASK INSPECTION TYPE 1 DESCRIPTION

6. Welding procedure specification (WPS) available

OBSERVE

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 2021 ON 02/07/2024

STRUCTURAL ‐ COLD‐FORMED METAL DECK – WELDING SECTION

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

SDI QA/QC‐2017, 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‐2017, 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 2021 ON 02/07/2024

STRUCTURAL ‐ COLD‐FORMED METAL DECK – FASTENING SECTION

METAL DECK INSPECTION BEFORE MECHANICAL FASTENING – VERIFY THE FOLLOWING ARE IN COMPLIANCE SDI QA/QC‐2017, 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

3. Proper storage for mechanical fasteners

OBSERVE

METAL DECK INSPECTION DURING MECHANICAL FASTENING – VERIFY THE FOLLOWING ARE IN COMPLIANCE SDI QA/QC‐2017, Appendix 1, Table 1.7

TASK INSPECTION TYPE 1 DESCRIPTION

4. Fasteners are positioned as required

OBSERVE

5. 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‐2017, Appendix 1, Table 1.8

TASK INSPECTION TYPE 1 DESCRIPTION

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

PERFORM

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

PERFORM

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

PERFORM

9. Verify repair activities PERFORM

10. 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 2021 ON 02/07/2024

STRUCTURAL ‐ LIGHT GAUGE STEEL FRAMING AND/OR LIGHT GAUGE TRUSSES SECTION

LIGHT GAUGE STEEL CONSTRUCTION AND CONNECTIONS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2021 IBC 1705.2.4, 1705.12.2, 1705.12.3, UFC 4 023 03

TASK INSPECTION TYPE1 DESCRIPTION

1. Trusses spanning 60‐ feet or greater where/if applies

PERFORM Verify that temporary and permanent truss restraint/bracing is installed in accordance with approved truss submittal package.

2. Welded connections (seismic and/or wind resisting system)

OBSERVE Visually inspect all welds composing part of the main wind or seismic force resisting system, including shearwalls, braces, collectors (drag struts), and hold‐downs.

3. Connections (seismic and/or wind resisting system)

OBSERVE Visually inspect all screw attachment, bolting, anchoring and other fastening of components within the main wind or seismic force resisting system, including roof deck, roof framing, exterior wall covering, wall to roof/floor connections, braces, collectors (drag struts) and hold‐downs.

4. Cold‐formed steel (progressive collapse resisting system where/if applies)

OBSERVE Verify proper welding operations, screw attachment, bolting, anchoring and other fastening of components within the progressive collapse resisting system, including horizontal tie force elements, vertical tie force elements and bridging elements (UFC 4 023 03).

STRUCTURAL – OPEN‐WEB STEEL JOISTS SECTION

OPEN‐WEB STEEL JOISTS AND JOIST GIRDERS – VERIFY THE FOLLOWING ARE IN COMPLIANCE

2021 IBC TABLE 1705.2.3

TASK INSPECTION TYPE 1 DESCRIPTION

1. Installation of open‐ web steel joists and joist girders

OBSERVE End connections – welded or bolted Bridging – horizontal and diagonal

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

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR IBC 2021 ON 02/07/2024

STRUCTURAL – CONCRETE CONSTRUCTION SECTION

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

2021 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…