W912PP25R0003 WSMR Missile Assembly Support Facility - Amendment 0003.pdf

Offers 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 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 your 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.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION

NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

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

CHECK ONE 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)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

W912PP

Design Bid Build, Missile Assembly Support Building at White Sands Missile Range, New Mexico.

1.This is Amendment No. 0003 to Solicitation No. W912PP25R0003. The following revisions shall be incorporated into the specifications. All other provisions shall remain unchanged.

2. Block 13a of the SF1442 is hereby changed to 13 Mar 25. Time remains unchanged.

U.S. ARMY ENGINEER DISTRICT, ALBUQUERQUE

CORPS OF ENGINEERS

4101 JEFFERSON PLAZA, N.E.

ALBUQUERQUE, NEW MEXICO 87109-3435

See Item 6

J

W912PP25R0003

1 2

02/26/2025

01/21/2025

W912PP25R0003

AMENDMENT No. 0003

2. SPECIFICATIONS: Delete the following listed pages and substitute the pages attached hereto. On the revised pages, for convenience, changes are emphasized by STRIKETHROUGH for deletions and UNDERLINE for additions from the previous issue. All portions of the revised (or new) pages shall apply whether or not changes have been indicated.

Delete Page Insert Page

00 20 00 – INSTRUCTIONS FOR

PROCUREMENT, Page 8 of 134

00 20 00 – INSTRUCTIONS FOR

PROCUREMENT, Page 8 of 134

01 45 35 – SPECIAL INSPECTIONS,

Entirety

01 45 35 – SPECIAL INSPECTIONS,

Entirety

01 45 35 – SUPPLEMENTAL: STATEMENT OF

SPECIAL INSPECTIONS, Entirety

01 45 35 – SUPPLEMENTAL: STATEMENT OF

SPECIAL INSPECTIONS, Entirety

01 45 35 – SUPPLEMENTAL: SCHEDULE OF

SPECIAL INSPECTIONS, Entirety

01 45 35 – SUPPLEMENTAL: SCHEDULE OF

SPECIAL INSPECTIONS, Entirety

07 27 36 – SPRAY FOAM AIR BARRIERS,

Entirety

07 41 13 – METAL ROOF PANELS,

Entirety

07 41 63 – FABRICATED ROOF PANEL

ASSEMBLIES, Entirety

08 11 16 – ALUMINUM DOORS AND FRAMES,

Entirety

08 33 13 – COILING COUNTER DOORS,

Entirety

08 51 13 – ALUMINUM WINDOWS, Entirety 08 51 13 – ALUMINUM WINDOWS, Entirety

08 81 00 – GLAZING, Pages 3,4 & 5 08 81 00 – GLAZING, Pages 3,4 & 5

12 21 00 – WINDOW BLINDS, Entirety

Page 2a of 2

13 34 19 – METAL BUILDING SYSTEMS,

13 34 19 – METAL BUILDING SYSTEMS,

32 17 23.16 – ROAD AND PARKING LOT

PAVEMENT MARKINGS, Entirety

34 60 13 – ELECTRIC VEHICLE CHARGING

FACILITY (EVCF) , Entirety

41 22 13.14 – BRIDGE CRANES, OVERHEAD

ELECTRIC, TOP RUNNING, Entirety

41 22 13.14 – BRIDGE CRANES, OVERHEAD

ELECTRIC, TOP RUNNING, Entirety

APPENDIX C – UTILITY POTHOLING

REPORT, Entirety

3. DRAWING CHANGES: The following drawings have been revised and the sequence number changed to indicate such revision:

Delete Page Insert Page

G-002 SHEET INDEX G-002.1 SHEET INDEX

B-101 PAVEMENT SITE PLAN B-101.1 PAVEMENT SITE PLAN

B-301 PAVEMENT SECTIONS B-301.1 PAVEMENT SECTIONS

CS101 SITE PLAN CS101.1 SITE PLAN

C-508 UTILITY DETAILS

A-100 LIFE SAFETY PLAN AND CODE

ANALYSIS

A-100.1 LIFE SAFETY PLAN AND CODE

ANALYSIS

A-101 FIRST FLOOR PLAN A-101.1 FIRST FLOOR PLAN

Page 2b of 2

A-102 REFLECTED CEILING PLAN A-102.1 REFLECTED CEILING PLAN

A-104 ROOM FINISH PLAN AND SCHEDULE A-104.1 ROOM FINISH PLAN AND SCHEDULE

A-106 PARTITION TYPE PLAN AND

SCHEDULE

A-106.1 PARTITION TYPE PLAN AND

SCHEDULE

A-201 BUILDING ELEVATIONS A-201.1 BUILDING ELEVATIONS

A-202 BUILDING ELEVATIONS A-202.1 BUILDING ELEVATIONS

A-305 WALL SECTIONS A-305.1 WALL SECTIONS

A-306 WALL SECTIONS A-306.1 WALL SECTIONS

A-401 ENLARGED PLANS AND ELEVATIONS A-401.1 ENLARGED PLANS AND ELEVATIONS

A-402 ENLARGED CANOPY PLANS,

ELEVATIONS AND SECTIONS

A-402.1 ENLARGED CANOPY PLANS,

ELEVATIONS AND SECTIONS

A-502 ROOF DETAILS A-502.1 ROOF DETAILS

A-601 DOOR SCHEDULE, TYPES AND

DETAILS

A-601.1 DOOR SCHEDULE, TYPES AND

DETAILS

A-801 AIR BARRIER PLAN AND DETAILS A-801.1 AIR BARRIER PLAN AND DETAILS

M-108 MECHANICAL VEHICLE EXHAUST

SYSTEM PLAN

M-108.1 MECHANICAL VEHICLE EXHAUST

SYSTEM PLAN

M-109 MECHANICAL GENERAL EXHAUST

SYSTEM PLAN

M-109.1 MECHANICAL GENERAL EXHAUST

SYSTEM PLAN

Page 2c of 2

M-601 MECHANICAL SCHEDULES I M-601.1 MECHANICAL SCHEDULES I

M-602 MECHANICAL SCHEDULES II M-602.1 MECHANICAL SCHEDULES II

M-603 MECHANICAL SCHEDULES III M-603.1 MECHANICAL SCHEDULES III

M-704 MECHANICAL CONTROLS IV M-704.1 MECHANICAL CONTROLS IV

M-706 MECHANICAL CONTROLS VI M-706.1 MECHANICAL CONTROLS VI

M-707 MECHANICAL CONTROLS VII M-707.1 MECHANICAL CONTROLS VII

M-708 MECHANICAL CONTROLS VIII M-708.1 MECHANICAL CONTROLS VIII

M-709 MECHANICAL CONTROLS IX M-709.1 MECHANICAL CONTROLS IX

ES102 ELECTRICAL AND COMM SITE PLAN ES102.1 ELECTRICAL AND COMM SITE PLAN

ES104 PHOTOVOLTAIC ARRAYS - SITE PLAN ES104.1 PHOTOVOLTAIC ARRAYS - SITE

PLAN

////////LAST ITEM////////

e. Offers will NOT be publicly opened. Information concerning the status of the evaluation and/or award will NOT be available after receipt of proposals.

CONTRACTING OFFICER AUTHORITY

The Contracting Officer who signs this contract will be the primary Contracting Officer for this contract.

However, any Contracting Officer assigned to the Albuquerque District, contracting within his or her authority, may take formal action on this contract when a contract action needs to be taken and the primary Contracting Officer is unavailable.

NAICS CODE AND SMALL BUSINESS SIZE STANDARD

The North American Industry Classification System (NAICS) code for this acquisition is 236220. The small business size standard is: the average annual receipts of the concern and its affiliates for the preceding three fiscal years must not exceed $45 million.

The small business size standard for a concern which submits an offer in its own name, other than on a construction or service contract, but which proposes to furnish a product which it did not itself manufacture, is 500 employees.

The North American Industry Classification System (NAICS) code for this acquisition is 236220.

The size standard is: $45 million.

A size standard, which is usually stated in number of employees or average annual receipts, represents the largest size that a business (including its subsidiaries and affiliates) may be to remain classified as a small business for SBA and federal contracting programs. SBA calculates average annual receipts and average employment in accordance with 13 CFR § 121.104 and 13 CFR § 121.106, respectively.

ESTIMATED CONSTRUCTION COST (FAR 36.204)

The estimated magnitude of construction for this project is between $25,000,000 and $100,000,000.

WHO MAY SUBMIT PROPOSALS

Any legally organized Offeror may submit a proposal.

Firms submitting a proposal as a joint venture (JV) must ensure the following requirements are met:

a. Obtain a Tax Identification Number (TIN) for the joint venture.

b. Prepare the Section 004500, Representations and Certifications as a joint venture (e.g., providing the TIN for the JV)

c. Register in the System for Award Management (SAM) formerly Central Contractor

Registration (CCR) as a joint venture in which a unique CAGE Code will be obtained.

See FAR Clause 52.204-7, System for Award Management for further information in Section 002100.

d. Provide a copy of the JV agreement in the proposal submission.

SYSTEM FOR AWARD MANAGEMENT (SAM) REGISTRATION

The Offeror must ensure that your company’s data at the System for Award Management (SAM) website, https://www.sam.gov/portal/public/SAM/, is current per FAR 52.204-13, System for Award Management Maintenance. (This clause is included in Section 007000 of this RFP.)

WHO WILL EVALUATE THE PROPOSALS

The Evaluation Committee will be composed of Corps of Engineers and Air Force personnel. A list of the members of the committee will not be released and contact with members of the committee is prohibited.

Efforts to solicit support from the committee will be considered grounds for disqualification of an Offeror’s proposal.

BONDS (FAR 28.102-2)

a. Bid Bond Each Offeror shall submit with his offer a Bid Bond (Standard Form 24) with good and sufficient surety or sureties acceptable to the Government, or other security as provided in FAR 52.228-1. When the penal sum is expressed as a percentage, a maximum dollar limitation may be stated. The bid bond shall remain in effect until Performance and Payment Bonds are provided and accepted.

http://www.sam.gov/portal/public/SAM/

WSMR Missile Assembly Support Facility Solicitation No. W912PP25R0003 White Sands Missile Range, NM Solicitation Specifications

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 7-22 (2022; Supp 1 2023; Supp 2 2023) Minimum Design Loads and Associated Criteria for Buildings and Other Structures

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2024) International Building Code

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-301-01 (2023; with Change 2, 2024) Structural Engineering

UFC 3-301-02 (2023) Design of Risk Category V Structures, National Strategic Military Assets

1.2 GENERAL REQUIREMENTS

Perform Special Inspections in accordance with the Statement of Special Inspections, Schedule of Special Inspections, Chapter 17 of ICC IBC , and UFC 3-301-01 . 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 by the Structural Engineer of Record (SER). The Contractor must provide notification to the Contracting Officer and Structural Engineer of Record (SER) 14 days prior to the following points of construction to allow for structural observation:

a. [_____]

b. [_____]

c. [_____]

SECTION 01 45 35 Page 1

] 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 tasks for each weld, fastener or bolted connection, and noted required verification.

1.3.3 Observe

Observe these items randomly during the course of each work day to insure that applicable requirements are being met. 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 who must perform inspection under the direct supervision of the SI and who 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 professional 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.

1.3.7 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).

1.3.8 Quality Control (QC) Manager

An individual retained by the Prime Contractor and qualified in accordance with the Section 01 45 00 QUALITY CONTROL having the overall responsibility for the Contractor's QC organization.

SECTION 01 45 35 Page 2

1.3.9 Structural Engineer of Record (SER)

A registered design professional employed by the Government retained by the Prime Contractor 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 documents.

1.3.10 Statement of Special Inspections (SSI)

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

1.3.11 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.

1.3.12 Designated Seismic Systems (DSS)

Those nonstructural components that require design in accordance with ASCE 7-22 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.

1.3.13 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 Contractor Quality Control approval. 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

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

SD-06 Test Reports

Special Inspection Daily Reports

Special Inspection Biweekly Reports

SECTION 01 45 35 Page 3

SD-07 Certificates

AISC Certified Steel Fabricator

AC472 Accreditation

Precast Concrete Institute (PCI) Certified Plant

Certificate of Compliance

Special Inspector Qualifications; G

Qualification Records for Nondestructive Testing Technicians

SD-11 Closeout Submittals

Comprehensive Final Report of Special Inspections; G

1.5 SPECIAL INSPECTOR QUALIFICATIONS

Submit qualifications for each special inspector according to the following certification requirements. The Government will consider alternate equivalent certification upon request. Without written acceptance deviations to the following qualifications are not approved.

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 3 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

SECTION 01 45 35 Page 4

1.5.3.2 Associate Special Inspector

NDT Level II Certificate plus one year of related experience

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. Registered Professional Engineer with 3 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 3 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 3 years of related experience

1.5.6.2 Associate Special Inspector

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

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

1.5.7.1 Special Inspector

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

b. National Institute for Certification in Engineering Technologies (NICET) Soils Technician Level II Certificate in Construction Material

SECTION 01 45 35 Page 5

Testing, or

c. Geologist-In-Training with 3 years of related experience, or

d. Registered Professional Engineer with 3 years of related experience

1.5.7.2 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

1.5.8 Sprayed Fire-Resistive Material

1.5.8.1 Special Inspector

a. ICC Spray-applied Fireproofing Special Inspector Certificate, or

b. ICC Fire Inspector I Certificate with one year of related experience, or

c. Registered Professional Engineer or Architect with related experience

1.5.8.2 Associate Special Inspector

Engineer-In-Training with one year of related experience

1.5.9 Intumescent Fire-Resistive Coatings

1.5.9.1 Special Inspector

a. ICC Spray-applied Fireproofing Special Inspector Certificate, or

b. ICC Fire Inspector I Certificate with one year of related experience, or

c. Registered Professional Engineer or Architect with related experience

1.5.9.2 Associate Special Inspector

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

1.5.10 Exterior Insulation and Finish System (EIFS)

1.5.10.1 Special Inspector

a. Association of the Wall and Ceiling Industry (AWCI) EIFS Inspector Certificate, or

b. Exterior Design Institute Certificate, or

c. Registered Professional Engineer or Architect with related experience

1.5.10.2 Associate Special Inspector

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

SECTION 01 45 35 Page 6

1.5.11 Fire-Resistant Penetrations and Joints

1.5.11.1 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. Passed the International Firestop Council Exam with one year of related experience, or

d. Registered Professional Engineer with related experience

1.5.11.2 Associate Special Inspector

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

1.5.12 Smoke Control

1.5.12.1 Special Inspector

a. Associated Air Balance Council (AABC) Technician Certification with one year of related experience, or

b. Registered Professional Engineer with related experience

1.5.12.2 Associate Special Inspector

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

PART 2 PRODUCTS

2.1 SPECIAL INSPECTION OF FABRICATED ITEMS

Special Inspection 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

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 Quality Control Manager

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

SECTION 01 45 35 Page 7

b. Verify the qualifications of all the Special Inspectors.

c. Verify the qualifications of all fabricators.

d. Maintain a 3-ring binder for the Special Inspector's special inspection daily reports and special inspection biweekly reports .

This binder must be located in a conspicuous place in the project trailer/office to allow review by the Contracting Officer and the SER.

e. Maintain a rework items list that includes discrepancies noted on the Special Inspector's daily report.

3.1.2 Special Inspectors

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

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

c. Submit Special Inspection 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 qualification and certification of inspection personnel.

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

d. Submit Qualification Records for Nondestructive Testing Technicians for nondestructive testing (NDT) technicians designated for the project.

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

f. Submit a copy of the special inspection daily reports to the QC Manager.

g. 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.

h. 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 from and discrepancies with the drawings, specifications and mechanical or electrical component certification that were observed during the reporting period.

SECTION 01 45 35 Page 8

(3) Discrepancies which were resolved or corrected.

(4) A list of nonconforming items requiring resolution.

(5) All applicable test result, including nondestructive testing reports.

j. 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 and dated and it must indicate the certification of the Special Inspector qualifying them to conduct the inspection.

[ 3.1.3 Structural Engineer of Record (SER)

a. Develop the Statement of Special Inspections and the Schedule of Special Inspections as defined in Chapter 17 of ICC IBC . Submit the Statement of Special Inspections and the Schedule of Special Inspections for approval by the Contracting Officer.

The Statement of Special Inspections must include the following information:

(1) List of Architectural Components that are part of the Designated Seismic System.

(2) List of Mechanical Components that are part of the Designated Seismic System.

(3) List of the Electrical Components that are part of the Designated Seismic System.

(4) List of periodic walk-down inspections required by UFC 3-301-01 .

(5) List of elements that are part of the progressive collapse resisting system.

Develop Schedule of Special Inspections using the template located on the Whole Building Design Guide website at: www.wbdg.org/ffc/dod/ unified-facilities-guide-specifications-ufgs/ufgs-01-45-35

[ b. Prior to the start of structural observations submit a written statement identifying the frequency and extent of structural observations.

c. At the conclusion of the structural observations submit a final report of structural observations indicating that the structural observation site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved.

[ d. Perform a final walk-down inspection of the mechanical and electrical components that are part of the designated seismic system[ with the Nonstructural Component Design Review Panel] to ensure that the nonstructural components satisfy life safety mounting requirements as defined in the Statement of Special Inspections.

SECTION 01 45 35 Page 9

e. Submit a report of the final walk-down inspection that includes the following:

(1) Record of/observations from final site visit.

(2) Documentation that all required inspections were performed in accordance with the Statement of Special Inspections.

(3) Documentation that the Designated Seismic Systems were installed in accordance with the construction documents and the requirements of ICC IBC Chapter 17, as modified by UFC 3-301-01 or UFC 3-301-02 .

] ] 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 the defective work or materials.

-- End of Section --

SECTION 01 45 35 Page 10

Project:

Location:

Project #:

Date:

D

II

No

Missile Assembly Support Facility

White Sands Missile Range, NM

2/20/2025

Seismic Design Category:

Risk Category:

Number of Stories above Grade:

Height of Highest Occupied Roof or Floor

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):

IS NOT

Group H Occupancies required (per UFGS 01 45 35, Section 1.3.7)

John Doe P.E.

PEMB Manufacturer to make final determination

Professional Registration Number:

Consulting Firm Name (if any):

SIOR Office AND Mobile Phone Number:

C222222

ABC Structural Consulting

1234567895 (Mobile), 123456789 (Office)

Following is a listing of critical elements of the main wind/seismic force-resisting system 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) 2024 IBC 1704.3.2 and 1704.3.3

Vertical LFRS Elements Notes

Steel Special Concentrically Braced Frames (Assumed)

Steel Special Moment Frames (SMF)(Assumed)

Steel Special Concentrically Braced Frames (Assumed)

Steel Special Moment Frames (SMF)(Assumed)

PEMB Manufacturer to make final determination

PEMB Manufacturer to make final determination

PEMB Manufacturer to make final determination

PEMB Manufacturer to make final determination

PEMB Manufacturer to make final determination

Horizontal LFRS Elements Notes

Continuous Roof Ties (Assumed)

Collector Elements (Assumed)

Metal Roof Deck & Related Fastening System (Assumed)

Out-of-Plane Wall Connections (Assume)

Diaphragm Cross Rod Bracings (Assumed)

Statement of Special Inspections Page 1 of 2

PEMB Manufacturer to make final determination

PEMB Manufacturer to make final determination

PEMB Manufacturer to make final determination

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

(2024 IBC 1705.13.4) (ASCE 7-22, 13.2.3, C13.2.2) (UFC 3-301-1, 2-5.3)

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

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

DSS Building egress stair systems

DSS Building fire sprinkler systems

Final Walk-Down Inspection and Report

(UFC 3 301 01 SECTION 2-5.4)

MECHANICAL/PLUMBING Components that are part of the Designated Seismic System (DSS), which require a

Certificate of Compliance

ELECTRICAL Components that are part of the Designated Seismic System (DSS) , which require a Certificate of

Compliance

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, 3-5.2, 13.2.3.2).

Designated Seismic Systems (DSS)

2/20/2025

White Sands Missile Range, NM

Missile Assembly Support Facility

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

DESIGNER NOTES (delete this box after reviewing):

1. This schedule contains minimum requirements. Do not delete applicable inspection tasks unless notes in blue indicate it is acceptable to do so.

2. Blue text = designers notes. The designer must review and edit all blue text in this schedule prior to inserting this schedule into the special inspections spec (UFGS 01 45 35).

3. Check section boxes with ANY inspection tasks applicable to your project. You may choose to delete unchecked sections or leave them in the schedule unchecked.

4. Individual rows/tasks that are not applicable to the project may be left in the section, as the inspector can determine whether they occur/apply (e.g. metal trusses in the light gauge framing section for example).

5. Design discipline sections are color coded for easier reference by designers. This schedule does NOT need to be printed in color.

6. When finished editing, delete this note box and save this schedule as a PDF and insert into the project specifications (special inspections section).

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 required 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.

PERIODIC: Special inspection by a special inspector who is intermittently present where the work to be inspected has been or is being performed.

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 THE 2024 IBC ON 03/01/24

A. STRUCTURAL STEEL – WELDING

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

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

2024 IBC 1705.2.1, AISC 360-22: Table N5.4-1 and 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. Verify use of qualified welders

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

5. Welder Identification System

OBSERVE Fabricator or erector, as applicable, shall maintain a system by which a welder who has welded a joint or member can be identified.

Die stamping of members subjected to fatigue shall be prohibited unless approved by the engineer of record.

6. 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)

7. Fit-up of CJP groove welds of HSS T-, Y-, and K-connections without backing (including joint geometry

PERFORM Joint preparations Dimensions (alignment, root opening, root face, bevel) Cleanliness (condition of steel surfaces) Tacking (tack weld quality and location)

8. Configuration and finish of access holes

OBSERVE

9. 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 WITH

2024 IBC 1705.2.1, AISC 360-22: Table N5.4-2 and Table C-N5.4-2

TASK INSPECTION TYPE DESCRIPTION

10. Control and handling of welding consumables

OBSERVE Packaging Electrode atmospheric exposure control

11. No welding over cracked tack welds

OBSERVE

12. Environmental conditions OBSERVE Wind speed within limits Precipitation and temperature

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 ensure 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 THE 2024 IBC ON 03/01/24

STEEL INSPECTION DURING WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC 1705.2.1, AISC 360-22: Table N5.4-2 and Table C-N5.4-2

TASK INSPECTION TYPE DESCRIPTION

13. 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

14. Welding techniques OBSERVE Interpass and final cleaning Each pass within profile limitations Each pass meets quality requirements

STEEL INSPECTION AFTER WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC 1705.2.1, AISC 360-22: Table N5.4-3 and Table C-N5.4-3

TASK INSPECTION TYPE1 DESCRIPTION

15. Welds cleaned OBSERVE

16. Verify size, length, and location of all welds

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

17. Verify welds meet visual acceptance criteria

PERFORM AND

DOCUMENT

Crack prohibition Weld/base-metal fusion Crater cross section Weld profiles Weld size Undercut Porosity

18. Check for arc strikes PERFORM

19. Visually inspect 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 within 3 in. (75 mm) of the weld

20. Verify backing removed, weld tabs removed and finished, and fillet welds added where required

PERFORM

21. Repair activities PERFORM AND

DOCUMENT

22. Acceptance or rejection of welded joint or member

PERFORM AND

23. No prohibited welds have been added without the approval of the engineer of record

OBSERVE

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 ensure 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 THE 2024 IBC ON 03/01/24

B. STRUCTURAL STEEL – BOLTING

STEEL INSPECTION TASKS PRIOR TO BOLTING – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2024 IBC 1705.2.1, AISC 360-22: Table N5.6-1 and Table C-N5.6-1

TASK INSPECTION TYPE1 DESCRIPTION

1. Verify 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. Pre-installation verification testing for each fastener assembly performed by installation personnel, carefully observing and documenting the installation methods.

OBSERVE Check if the fastener assemblies and the installation methods are capable of achieving 105%, or more, of the minimum required bolt pretension.

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

OBSERVE

STEEL INSPECTION TASKS DURING BOLTING – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2024 IBC 1705.2.1, AISC 360-22: Table N5.6-2 and Table C-N5.6-2

TASK INSPECTION TYPE DESCRIPTION

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

OBSERVE

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

OBSERVE

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

OBSERVE

11. 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 WITH 2024 IBC 1705.2.1, AISC 360-22: Table N5.6.3 and Table C-N5.6-3

TASK INSPECTION TYPE DESCRIPTION

12. 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 ensure 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 THE 2024 IBC ON 03/01/24

C. STRUCTURAL STEEL - NONDESTRUCTIVE TESTING

NONDESTRUCTIVE TESTING OF WELDED JOINTS – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2024 IBC 1705.2.1, AISC 360-22: Section N5.5

TASK INSPECTION TYPE1 DESCRIPTION

1. Verify 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 [NOTE: DOR must delete this row if Section D (SEISMIC PROVISIONS SECTION) is checked] Dye penetrant testing (DT) and ultrasonic testing (UT) shall be performed on 20% of CJP groove welds for materials greater than 5/16” (8 mm) 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. Table A-3.1 in AISC 360-22 provides Fatigue Design Parameters for welded joints that must be checked.

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 ensure that applicable requirements are met. Operations need

SCHEDULE OF SPECIAL INSPECTIONS FOR UFGS 01 45 35 REVISED FOR THE 2024 IBC ON 03/01/24

D. STRUCTURAL STEEL – AISC 341 REQUIREMENTS (SEISMIC PROVISIONS)

NONDESTRUCTIVE TESTING OF WELDED JOINTS – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2024 IBC 1705.2.1, AISC 341-22: Section J7.2

TASK INSPECTION TYPE1 DESCRIPTION

[NOTE: DOR may uncheck this section for projects NOT designed in accordance with AISC 341 (Seismic Provisions) or for projects designed according to AISC 341, but using an R value equal to 3]

4. CJP groove welds OBSERVE Ultrasonic testing (UT) shall be performed on 100% of complete-joint-penetration (CJP) groove welds in materials 5/16 in. (8 mm) thick or greater. UT in materials less than 5/16 in. (8 mm) thick is not required. Welds shall be inspected by UT in compliance with AWS D1.8/D1.8M.

Magnetic particle testing (MT) shall be performed on 25% of all beam-to-column CJP groove welds. Welds shall be inspected by MT in compliance with AWS D1.8/ D1.8M.

For ordinary moment frames in structures in risk categories I or II, UT and MT of CJP groove welds shall be required only for demand critical welds.

5. 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.

6. k-area NDT (AISC 341 Table J7.1 and AWS D1.8 Clause 7.4)

PERFORM AND

DOCUMENT

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 in. of the weld. The MT shall be performed no sooner than 48 hours following completion of the welding.

7. Placement of reinforcing or contouring fillet welds (Table J7.1)

PERFORM AND

8. 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 ensure 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 THE 2024 IBC ON 03/01/24

E. STRUCTURAL STEEL - COMPOSITE CONSTRUCTION1

COMPOSITE CONSTRUCTION PRIOR TO PLACING CONCRETE – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2024 IBC 1705.2.1, AISC 360-22: Table N5.4-2, AISC 341-22: Table J10.1

TASK INSPECTION TYPE 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 rebent in the field

OBSERVE

6. Required reinforcing steel clearances have been provided

OBSERVE

7. Reinforcing steel has been tied and supported as required

OBSERVE

8. Composite member has required size

OBSERVE

END SECTION

F. STRUCTURAL STEEL - OTHER INSPECTIONS

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

OTHER STEEL INSPECTIONS – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH

2024 IBC 1705.2.1, AISC 360-22 Section N5.8, AISC 341-22: Tables J9.1 & J11.1

TASK INSPECTION TYPE 2 DESCRIPTION

1. Verify 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. Check reduced beam sections (RBS) where/if they occur

PERFORM AND

DOCUMENT

Contour and finish Dimensional tolerances

4. Check protected zones PERFORM AND

DOCUMENT

No holes or unapproved attachments made by fabricator or erector

5. Check H-piles where/if they occur

PERFORM AND

DOCUMENT

No holes or unapproved attachments made by the responsible contractor

6.

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 ensure 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 THE 2024 IBC ON 03/01/24

G. STRUCTURAL COLD-FORMED METAL DECK PLACEMENT

METAL DECK INSPECTION PRIOR TO DECK PLACEMENT – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2024 IBC 1705.2.3, SDI QA/QC-2022, 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. Acceptance or rejection of deck and deck accessories

DOCUMENT

METAL DECK INSPECTION AFTER DECK PLACEMENT – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2024 IBC 1705.2.3, SDI QA/QC-2022, Appendix 1, Table 1.2

TASK INSPECTION TYPE DESCRIPTION

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

PERFORM

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

PERFORM

5. Acceptance or rejection of installation of deck and deck accessories

DOCUMENT

METAL DECK INSPECTION PRIOR TO WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2024 IBC 1705.2.3, SDI QA/QC-2022, Appendix 1, Table 1.3

TASK INSPECTION TYPE DESCRIPTION

6. Verify welding procedure specification (WPS) is available

PERFORM

7. Verify manufacturer’s certifications for welding consumables are available

PERFORM

8. Material identification (type/grade)

OBSERVE

9. Check welding equipment PERFORM

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

OBSERVE: Observe these items on a random sampling basis daily to ensure 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 THE 2024 IBC ON 03/01/24

H. STRUCTURAL COLD-FORMED METAL DECK – WELDING

METAL DECK INSPECTION DURING WELDING – VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2024 IBC 1705.2.3, SDI QA/QC-2022, 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 WITH 2024 IBC 1705.2.3, SDI QA/QC-2022, Appendix 1, Table 1.5

TASK INSPECTION TYPE DESCRIPTION

5. Verify size and…