HomeMy WebLinkAboutRFQ - Special Inspections - Library Renovation and Fire Station 2 ConstructionPage 1 of 13
REQUEST FOR QUALIFICATIONS (RFQ)
SPECIAL INSPECTIONS AND MATERIALS
TESTING
BOZEMAN PUBLIC LIBRARY RENOVATION AND FIRE STATION 2 CONSTRUCTION
CITY OF BOZEMAN
Bozeman, MT
City of Bozeman
PO Box 1230
Bozeman, MT 59771-1230
FEBRUARY 2023
Page 2 of 13
NOTICE IS HEREBY given that the City of Bozeman (City) is seeking qualifications from firms to perform
Special Inspection and Materials Testing Services for both the Bozeman Public Library Renovation and the
construction of the new Fire Station 2.
Copies of the Request for Qualifications are available on the City’s website
All proposals must be provided as a single, searchable PDF document file and be submitted digitally as an
email attachment to the RFQ Recipient email address below. Respondents are advised that Recipient’s
email attachment size limit is 25MB and that only one PDF file will be allowed per response. The subject
line of the transmittal email shall clearly identify the RFQ title, company name and due date/time. File
sizes greater than 25MB in size may be uploaded to bzncloud.bozeman.net upon special arrangement of
the Recipient; however, it is the respondent’s sole responsibility to ensure the file upload is completed,
and that the Recipient is separately notified via email of same, prior to the given deadline.
Deliver RFQs via email to the City Clerk by March 9 at 2:00 PM MST It is the sole responsibility of the
proposing party to ensure that proposals are received prior to the closing time as late submittals will not
be accepted and will be returned unopened.
The email address for submission is: agenda@bozeman.net
NON-DISCRIMINATION AND EQUAL PAY
The City of Bozeman is an Equal Opportunity Employer.
Discrimination in the performance of any agreement awarded under this RFQ on the basis of race, color,
religion, creed, sex, age, marital status, national origin, or actual or perceived sexual orientation, gender
identity or disability is prohibited. This prohibition shall apply to the hiring and treatment of the awarded
entity’s employees and to all subcontracts.
As such, each entity submitting under this notice shall include a provision wherein the submitting entity,
or entities, affirms in writing it will not discriminate on the basis of race, color, religion, creed, sex, age,
marital status, national origin, or because of actual or perceived sexual orientation, gender identity or
disability and which also recognizes the eventual contract will contain a provision prohibiting
discrimination as described above and that this prohibition on discrimination shall apply to the hiring and
treatment of the submitting entity’s employees and to all subcontracts.
In addition, pursuant to City Commission Resolution 5169, the entity awarded a contract under this RFQ
and any subcontractors must abide by the Equal Pay Act of 1963 and Section 39-3-104, MCA (the
Montana Equal Pay Act), and affirm it will abide by the above and that it has visited the State of
Montana Equal Pay for Equal Work “best practices” website, or equivalent “best practices publication
and has read the material.
Failure to comply with the above may be cause for the City to deem the submittal non-responsive.
Any administrative questions regarding proposal procedures should be directed to: Mike Maas, City Clerk
(406) 582-2321, agenda@bozeman.net.
Questions relating to the RFQ should be directed to: Max Ziegler, Facilities Project Coordinator, (406) 582-
2439, wziegler@bozeman.net.
DATED at Bozeman, Montana, this February 12th 2023.
Mike Maas
City Clerk
City of Bozeman
For publication on:
Sunday, February 12, 2023
Sunday, February 26, 2023
I. INTRODUCTION
The City of Bozeman (Owner), is seeking qualifications from firms to undertake Construction Material
Testing and Special Inspections.
The Owner intends to enter into contracts with the selected firm that will include providing Special
Inspection and Materials Testing Services for both the Bozeman Public Library Renovation and the
construction of the new Fire Station 2.
This RFQ shall not commit the Owner to enter into an agreement, to pay any expenses incurred in
preparation of any response to this request, or to procure or contract for any supplies, goods or services.
The Owner reserves the right to accept or reject all responses received as a result of this RFQ if it is in the
Owner’s best interest to do so.
This procurement is governed by the laws of the State of Montana and venue for all legal proceedings
shall be in the 18th Judicial District Court, Gallatin County. By offering to perform services under this RFQ,
all Submitters agree to be bound by the laws of the State of Montana and of the Owner, including, but not
limited to, applicable wage rates, payments, gross receipts taxes, building codes, equal opportunity
employment practices, safety, non-discrimination, etc.
II. SCOPE OF PROJECT - PROJECT BACKGROUND AND DESCRIPTION
Introduction
The City of Bozeman is currently underway on on a renovation of the Bozeman Public Library, and is
preparing to break ground on a replacement for the City’s Fire Station #2 which is to be constructed on
the Montanta State University campus off of West Kagy Ave.
The internal renovation of the Bozeman Public Library includes the reconfiguration of a number of
rooms in the building as well as the replacement of aging finishes and fixtures, including the installation
of new entry vestibules. The project team includes the City of Bozeman (Owner), MSR Architects
(Architect), and Martel Construction (General Contractor/Construction Manager).
Construction of Fire Station #2 is a greenfield new construction project expected to break ground in April
2023. The fire station will be located on the south end of the Montana State University Campus, off of
Kagy Ave, and will provide fire and EMS response from that location. The project team includes the City
of Bozeman (Owner), ThinkOne Architects (Architect) and Martel Construction (General
Contractor/Construction Manager).
The Owner is soliciting special inspection and materials testing services from a qualified engineering firm
as required by the IBC on both the Library Renovation and the construction of Fire Station #2. The
successful firm will work directly for the Owner to ensure these elements and work performed at the site
meet the applicable code requirements.
III. SCOPE OF SERVICES
Release of this RFQ with the preliminary scope of services contained herein does not commit the City to
contracting with a selected firm for all scope items identified. For purposes of this RFQ the term ‘selected
firm’ can mean a single engineering consulting firm, or a prime engineering consulting firm together with
sub-consultant engineering firm(s) forming a respondent team.
The preliminary scope of work involved for this project is outlined below. The City desires for the scope
of work to be completed in a diligent manner. Additional tasks and work elements may be inserted into
the scope of work during contract negotiations with the selected firm. It is also possible that tasks or
elements could be removed during negotiations or not included in an initial contract because of regulatory
uncertainty, budget limitations, contracting strategy or any combination thereof. In its proposal, a firm
may recommend addition/deletion of tasks and/or modification of tasks in describing its particular
understanding and approach for the project.
Proposals must clearly identify any elements of the proposed scope of work that would not be provided
by the prime engineering consulting firm. Any sub-consultants which comprise the respondent team must
be identified along with a description of past working history between the firms.
Bozeman Public Library Renovation
SCOPE
The Materials Testing Services will generally provide Special Inspections required by the 2018
International Building Code and Materials Testing including, but not limited to:
• Testing of soil compaction, structural, below site civil hardscape, utility trenches.
• Testing of cast in place concrete strength (shall include, air, slump, unit weight and temp.) for
structural concrete and site civil hardscape
• Inspection and verification of soils (foundation, foundation backfill, site civil hardscape, and utility
trench backfill)
• Inspecting structural concrete construction (reinforcing, anchorages, placement, etc.)
• Inspection of structural steel construction (bolting, welding, erection, etc.)
See sheet S002 of the Construction Documents for additional Special Inspection and Testing requirements
(Appendix B).
Bozeman Fire Station #2
SCOPE
The Materials Testing Services will generally provide Special Inspections required by the 2018
International Building Code and Materials Testing including, but not limited to:
• Testing of soil compaction, structural, below site civil hardscape, utility trenches.
• Testing of cast in place concrete strength testing (shall include, air, slump, unit weight and temp.)
for structural concrete and site civil hardscape
• Inspection and verification of soils (foundation, foundation backfill, site civil hardscape, and utility
trench backfill)
• Inspecting structural concrete construction (reinforcing, anchorages, placement, etc.)
• Inspection of structural steel construction (bolting, welding, erection, etc.)
• Inspection of steel construction other than structural steel (cold formed metal deck)
• Testing of masonry grout (shall include, air, slump, unit weight and temp.) for structural masonry.
• Inspecting structural masonry construction (reinforcing, anchorages, placement, etc.)
• Inspection of wood construction
• Inspection of wood construction for wind resistance
• Inspection of wood construction for seismic resistance
See sheet S0.2 and S0.3 of the Construction Documents for additional Special Inspection and Testing
requirements (Appendix C).
IV. TIMELINES, DELIVERY DEADLINE, AND INSTRUCTIONS
Deliver RFQs via email to the City Clerk (agenda@bozeman.net) by March 9th, 2023 at 2PM MST. It is
the sole responsibility of the proposing party to ensure that proposals are received prior to the closing
time as late submittals will not be accepted and will be returned. All proposals must be provided as a
single, searchable PDF document file and be submitted digitally as an email attachment to the RFQ
Recipient email address agenda@bozeman.net. Respondents are advised that Recipient’s email
attachment size limit is 25MB and that only one PDF file will be allowed per response. The subject line
of the transmittal email shall clearly identify the RFQ title, company name and due date/time. File sizes
greater than 25MB in size may be uploaded to an alternate submission method upon special
arrangement of the Recipient; however, it is the respondent’s sole responsibility to ensure the file
upload is completed, and that the Recipient is separately notified via email of same, prior to the given
deadline.
A. Contact Information
ALL QUESTIONS AND CONTACTS REGARDING THIS RFQ MUST BE SUBMITTED IN WRITING TO:
Max Ziegler – Facilities Project Coordinator
P.O. Box 1230
Bozeman, MT 59771-1230
(406) 582-2439
wziegler@bozeman.net
Amendments to Solicitation
Any interpretation or correction of this request will be published on the City’s webpage. The deadline for
questions related to this document is 12:00 PM MST on March 6th, 2023.
B. Selection Timeline
Advertising dates: February 12 and 26, 2023
Receipt of RFQs: No later than 2:00 p.m. MST March 9th , 2023
RFQ Review Complete by Committee: March 22, 2023
Interviews: March 27, 2023
Selection: March 31, 2023
With the exception of the advertising dates and advertised due date, the City reserves the right to
modify the above timeline.
V. SELECTION PROCEDURE
A. STATEMENT OF QUALIFICATIONS
Respondents must comply with the mandatory requirements provided in this solicitation.
The selection process shall be conducted pursuant to all applicable Montana law including
those criteria set forth in §18-8-204, MCA and applicable City policy.
1. Evaluation of RFQs. The selection committee shall consist of no less than
three persons representing the City. The selection committee will review
conforming RFQ responses using the criteria listed above. RFQ responses that do
not contain the required documentation will be deemed nonresponsive to this
solicitation and may be rejected.
2. Revisions. Responses will be accorded fair and equal treatment with
respect to opportunity for discussion and revision of responses, and such revisions
may be permitted, after submissions and prior to award for the purpose of
obtaining best and final responses.
3. Evaluation & Elimination. After evaluating all conforming responses based
on the criteria herein the selection committee may eliminate one or more or all
Respondents from further review if they do not meet the qualification criteria
specified herein. Any Respondents eliminated by the selection committee, at any
time, or for any reason, shall have no opportunity to make revisions or participate
further in the selection process.
4. Interviews. After reviewing conforming RFQ responses, the selection
committee may decide to schedule interviews with qualified respondents.
Interviews will be held on March 27, 2023 at the Professional Building, 20 East
Olive Street, Bozeman MT 59715. Each firm selected for interview will be notified
of the specific time for their interview. The format of the interview will be left up
to the proposing firm; however, interviews will be [45] minutes inclusive of
questions from the selection committee, with 15 minutes between interviews for
transitions and set up between Respondents.
5. Selection and Final Recommendation. The selection committee will tally
the scores for the RFQ. At that time contract negotiations will take place between
the City and successful Respondent. The City may negotiate a contract with the
next highest ranked Respondent if a contract cannot be made.
B. RFQ – FORM AND CONTENTS
Deliver one (1) digital copy prepared as follows:
i. General Instructions:
a. RFQ responses must be signed by an officer or principal of your firm.
b. RFQ responses must be contained in a single searchable PDF document not to
exceed 20 pages total including whatever pictures, charts, graphs, tables, and
text the firm deems appropriate to be part of the review of the firm's
qualifications. A separate transmittal letter, cover page, cover sheets, and
dividers are exempted from the page limit.
c. Schedules may be submitted in addition to the page limit.
ii. Firm Information:
a. Experience. Respondent must demonstrate successful experience and capacity
to act as a contractor on projects of similar size, type and complexity. Provide
the name and location of each project, the client, and the contact person and
phone number. Describe experience and qualifications of the professional
personnel to be assigned to this project. Describe your recent and current work
for the City of Bozeman, if any.
b. Firm Background. Provide information about the firm, including location.
Describe the firm’s history. Include information identifying the firm’s annual
volume of business, financial/bonding capacities, and speak to the firm’s
stability in the marketplace. Information identifying the firm’s strengths and
weaknesses along with special capabilities that may be appropriate to the
Project will assist in the evaluation.
c. Firm Workload. Provide the status of current and anticipated work within the
firm in terms of time and magnitude for the anticipated Project schedule as it
relates to availability of key personnel and your firm. Describe the firm’s
capability to meet time and project budget requirements.
d. Claims. At any time in the last ten (10) years has your firm been assessed and
paid liquidated damages after completion of a project under a contract with a
public owner?
e. References. Provide detailed contact information for the Owner for at least five
(5) project undertaken by your firm within the past five years.
C. EVALUATION CRITERIA
Qualifications will be evaluated by the Selection Committee who will individually score
them out of a total of 100 possible points based on the criteria below.The scoring criteria
and possible point values are:
1. Respondent’s experience with projects of similar size and design:
Possible Points: 40
2. Firm’s Qualifications:
Possible Points: 20
3. Capabilities to meet time schedule and project budget requirements.
Possible Points: 20
4. Present and projected workloads:
Possible Points: 10
5. Past projects/experience working with the City of Bozeman:
Possible Points: 5
6. Office(s) location:
Possible Points: 5
VI. FORM OF AGREEMENT
The final form of the contract documents will be disclosed to Respondents during contract
negotiations.
VII. CITY RESERVATION OF RIGHTS
All proposals submitted in response to this RFQ become the property of the City and public records
and, as such, may be subject to public review.
A SUBMISSION IN RESPONSE TO THIS REQUEST FOR QUALIFICATIONS CONFERS NO RIGHTS UPON ANY
RESPONDENTS AND SHALL NOT OBLIGATE THE CITY IN ANY MANNER WHATSOEVER. THE CITY
RESERVES THE RIGHT TO MAKE NO AWARD AND TO SOLICIT ADDITIONAL REQUEST FOR
QUALIFICATIONS AT A LATER DATE.
A. This RFQ may be canceled or any or all responses may be rejected in whole or in part, as
specified herein, when it is in the best interests of the City. If the City cancels or revises
this RFQ, all Respondents who submitted will be notified using email.
B. The City reserves the right to accept or reject any and all submissions; to add or delete
items and/or quantities; to amend the RFQ; to waive any minor irregularities,
informalities, or failure to conform to the RFQ; to extend the deadline for submitting
proposals; to postpone award for up to 60 days; to award one or more contracts, by item
or task, or groups of items or tasks, if so provided in the RFQ and if multiple awards are
determined by the City to be in the public interest.
C. The City reserves the right to reject the submission of any person/firm who previously
failed to perform properly to the satisfaction of the City, or complete on time agreements
of similar nature, or to reject the submission of any person/firm who is not in a position
to perform such an agreement satisfactorily as determined by the City.
D. The City reserves the right to determine the best qualified Respondents and negotiate
a final scope of service and cost, negotiate a contract with another Respondents if an
agreement cannot be reached with the first selected Respondents, or reject all
proposals.
E. The successful Respondents will be required to enter into a contract with the City,
which will incorporate the Respondents' scope of service and work schedule as part of
the agreement.
F. This RFQ does not commit the City to award a contract. The City assumes no liability or
responsibility for costs incurred by Respondents in responding to this request for
qualifications or request for interviews, additional data, or other information with
respect to the selection process, prior to the issuance of an agreement, contract or
purchase order. The Respondents, by submitting a response to this RFQ, waives all
right to protest or seek any legal remedies whatsoever regarding any aspect of this
RFQ.
G. This project is subject to the availability of funds.
VIII. NONDISCRIMINATION AND EQUAL PAY POLICY
The City of Bozeman requires each entity submitting under this notice shall affirm, on a separate form
provided, that it will not discriminate on the basis of race, color, religion, creed, sex, age, marital status,
national origin, or because of actual or perceived sexual orientation, sexual preference, gender
identity, or disability in fulfillment of a contract entered into for the services identified herein and that
this prohibition on discrimination shall apply to the hiring and treatment of the submitting entity’s
employees and to all subcontracts it enters into in the fulfillment of the services identified herein.
Failure to comply with this requirement shall be cause for the submittal to be deemed nonresponsive.
The City also requires each entity submitting under this notice shall affirm it will abide by the Equal Pay
Act of 1963 and Section 39-3-104, MCA (the Montana Equal Pay Act), and has visited the State of
Montana Equal Pay for Equal Work “best practices” website,
https://equalpay.mt.gov/BestPractices/Employers, or equivalent “best practices publication and has
read the material.
IX. MISCELLANEOUS
A. No Oral Agreements. No conversations or oral agreements with any officer, employee, or agent of
the City shall affect or modify any term of this solicitation. Oral communications or any
written/email communication between any person and City officer, employee or agent shall not be
considered binding.
B. No Partnership/Business Organization. Nothing in this solicitation or in any subsequent
agreement, or any other contract entered into as a result of this solicitation, shall constitute, create,
give rise to or otherwise be recognized as a partnership or formal business organization of any kind
between or among the respondent and the City.
C. Employment Restriction and Indemnity. No person who is an owner, officer, employee,
contractor, or consultant of a respondent shall be an officer or employee of the City. No rights
of the City’s retirement or personnel rules accrue to a respondent, its officers, employees,
contractors, or consultants. Respondents shall have the responsibility of all salaries, wages,
bonuses, retirement, withholdings, worker’s compensation and occupational disease
compensation, insurance, unemployment compensation other benefits and taxes and
premiums appurtenant thereto concerning its officers, employees, contractors, and consultants.
Each Respondent shall save and hold the City harmless with respect to any and all claims for
payment, compensation, salary, wages, bonuses, retirement, withholdings, worker’s
compensation and occupational disease compensation, insurance, unemployment
compensation other benefits and taxes and premiums in any way related to each respondent’s
officers, employees, contractors and consultants.
D. Accessibility. Upon reasonable notice, the City will provide assistance for those persons with
sensory impairments. For further information please contact the ADA Coordinator Mike Gray at
406-582-3232 or the City’s TTY line at 406-582-2301.
E. Procurement. When discrepancies occur between words and figures in this solicitation, the
words shall govern. No responsibility shall attach to a City employee for the premature opening
of an SOQ not properly addressed and identified in accordance with these documents.
F. Governing Law. This solicitation and any disputes arising hereunder or under any future
agreement shall be governed and construed and enforced in accordance with the laws of the
State of Montana, without reference to principles of choice or conflicts of laws.
X. ATTACHMENTS
The following exhibits are incorporated in this RFQ:
Appendix A: Non-Discrimination Affirmation
Appendix B: Public Library Renovation - Special Inspection and Testing requirements
Appendix C: Fire Station #2 Construction – Special Inspection and Testing requirements.
END OF RFQ
Attachment A NONDISCRIMINATION AND EQUAL PAY AFFIRMATION
____________________________________(name of entity submitting) hereby affirms it will not
discriminate on the basis of race, color, religion, creed, sex, age, marital status, national origin, or
because of actual or perceived sexual orientation, gender identity or disability and acknowledges and
understands the eventual contract will contain a provision prohibiting discrimination as described above
and this prohibition on discrimination shall apply to the hiring and treatments or proposer’s employees
and to all subcontracts.
In addition, ____________________________________(name of entity submitting) hereby affirms it will
abide by the Equal Pay Act of 1963 and Section 39-3-104, MCA (the Montana Equal Pay Act), and has
visited the State of Montana Equal Pay for Equal Work “best practices” website,
https://equalpay.mt.gov/BestPractices/Employers, or equivalent “best practices publication and has
read the material.
______________________________________
Name and title of person authorized to sign on behalf of submitter
APPENDIX B
STATEMENT OF SPECIAL INSPECTION AND TESTING NOTES:
SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE (IBC), CONTRACT
DOCUMENTS, AND APPROVED SUBMITTALS. THE OWNER SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM
INSPECTIONS AND TESTING DESCRIBED HEREIN.
SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED AND ACCREDITED INDEPENDENT
AGENCY MEETING THE REQUIREMENTS OF ASTM E329 (GENERAL), ASTM D3740 (SOILS), ASTM C1077 (CONCRETE), ASTM A880
(STEEL), AND ASTM E543 (NON-DESTRUCTIVE). THE INSPECTION AND TESTING AGENCY SHALL FURNISH TO THE ARCHITECT
AND ENGINEER A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE APPROVED BY THE BUILDING
OFFICIAL. WELDING INSPECTORS SHALL BE QUALIFIED PER AWS D1.1.
THE CONSTRUCTION OR WORK FOR WHICH SPECIAL INSPECTION IS REQUIRED SHALL REMAIN ACCESSIBLE AND EXPOSED FOR
SPECIAL INSPECTION PURPOSES UNTIL COMPLETION OF THE REQUIRED SPECIAL INSPECTIONS.
THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONTRACT
DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND
NOTED IN THE INSPECTION REPORTS. ISSUES REQUIRING IMMEDIATE CORRECTIVE ACTIONS OR ENGINEERING INPUT ARE TO
BE BROUGHT TO THE ENGINEER’S ATTENTION IMMEDIATELY UPON DISCOVERY.
THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL,
ARCHITECT, ENGINEER, CONTRACTOR, AND OWNER. THE SPECIAL INSPECTION AGENCY SHALL SUBMIT A FINAL REPORT
STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED, IS IN CONFORMANCE WITH THE APPROVED
CONTRACT DOCUMENTS, AND THAT ALL DISCREPANCIES NOTED IN THE REPORTS HAVE BEEN CORRECTED.
EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND- OR SEISMIC FORCE-RESISTING SYSTEM,
DESIGNATED SEISMIC SYSTEM, OR A WIND- OR SEISMIC-RESISTING COMPONENT LISTED SHALL SUBMIT A WRITTEN
STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO COMMENCEMENT OF WORK ON THE
SYSTEM OF COMPONENT. THE CONTRACTOR’S STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF
AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED HEREIN.
INSPECTION FREQUENCY:
A. CONTINUOUS INSPECTION: THE SPECIAL INSPECTOR SHALL BE PRESENT WHEN AND WHERE THE WORK IS
BEING PERFORMED AT ALL TIMES.
B. PERIODIC INSPECTION: THE SPECIAL INSPECTOR SHALL BE INTERMITTENTLY PRESENT WHEN AND WHERE THE
WORK IS BEING PERFORMED. THE INSPECTOR SHALL OBSERVE THE WORK AT ITS COMMENCEMENT, AT
PERIODIC INTERVALS THEREAFTER, AND WHEN THE WORK IS COMPLETED.
C. OBSERVE: THE INSPECTOR SHALL OBSERVE THESE FUNCTIONS ON A RANDOM BASIS. OPERATIONS NEED NOT
BE DELAYED PENDING OBSERVATIONS (REFERENCE AISC 360 AND AISC 341 FOR ADDITIONAL INFORMATION).
D. PERFORM: THESE INSPECTIONS SHALL BE PERFORMED PRIOR TO FINAL ACCEPTANCE OF THE ITEM
(REFERENCE AISC 360 AND AISC 341 FOR ADDITIONAL INFORMATION).
E. DOCUMENT: THE INSPECTOR SHALL PREPARE REPORTS INDICATING THAT THE WORK HAS BEEN PERFORMED
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS (REFERENCE AISC 360 AND AISC 341 FOR ADDITIONAL
INFORMATION).
SPECIAL INSPECTIONS ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED
AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. APPROVAL SHALL BE BASED UPON REVIEW OF THE
FABRICATOR’S WRITTEN PROCEDURAL AND QUALITY CONTROL MANUALS AND PERIODIC AUDITING OF FABRICATION
PRACTICES BY AN APPROVED SPECIAL INSPECTION AGENCY. AT COMPLETION OF FABRICATION, THE APPROVED FABRICATOR
SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN
ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.
A. STEEL FABRICATORS AND INSTALLERS CERTIFIED THROUGH AISC COMPLY WITH THIS PROVISION. THE
FABRICATOR AND OR INSTALLER MUST STILL COMPLETE AND DOCUMENT THE QUALITY CONTROL TASKS AND
NON-DESTRUCTIVE TESTING OUTLINED IN AISC 360 AND AISC 341, AS APPLICABLE.
LICEN S E D
AMTNONA
DAVID L.
FRENCH
No.16076PRO
FESS
IONA L E N GINEERDrawing 2021 Copyright Meyer, Scherer & Rockcastle, Ltd. Drawing 2021 Copyright Meyer, Scherer & Rockcastle, Ltd.
ISSUE / REVISION
I hereby certify that this plan, specification or report was prepared
by me or under my direct supervision and that I am a duly
Licensed Architect under the Laws of the State of Montana.
Architect Seal
Signature
Print Name
Date License No
DateMark Description
510 Marquette Avenue South, Suite 200
Minneapolis, MN 55402 | 612.375.0336
PE No. 16076
1
6/13/2022 11:17:43 AMAutodesk Docs://2021005 Bozeman Public Library/BZN PUBLIC LIBRARY - STRUCTURAL_R22.rvtS002
STATEMENT OF
SPECIAL
INSPECTIONS
CONSTRUCTION DOCUMENTS
2022.06.10
2022.06.10 Construction DocumentsProject No: 2021005BPLBozeman Public Library626 E Main St.Bozeman, MT 59715Architecture and Interiors
Associate Architect
2880 Technology Blvd W | Bozeman, MT, 59718 | 406.587.0721
428 E Mendenhall St, Bozeman, MT 59715 | 406.219.2216
Civil, Structural, Mechanical, Electrical, Plumbing, Fire
Protection, IT
Audio / Visual
1800 Deming Way #200, Middleton, WI 53562 | 608.223.9600
Lighting Design
1999 Broadway UNIT 2205, Denver, CO 80202 | 720.644.5044
Landscape Architecture
111 N Tracy Ave, Bozeman, MT 59715 | 406.587.4873
David L. French
PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE
SUBGRADE AND VERIFY THAT THE SITE HAS BEEN PREPARED
PROPERLY
PERIODIC
VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT
THICKNESSES DURING PLACEMENT AND COMPACTION OF
COMPACTED FILL
CONTINUOUS
VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH
AND HAVE REACHED PROPER MATERIAL PERIODIC
VERIFY MATERIALS BELOW SHALLOW FOUNDATION ARE
ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY
TABLE 1705.6 GEOTECHNICAL
REPORT
PERIODIC
BY THE
GEOTECHNICAL
ENGINEER
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS
INSPECT FORMWORK FOR SHAPE, LOCATION AND
DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED
ACI 318:
26.11.1.2(b)PERIODIC
VERIFICATION OF IN-SITU CONCRETE STRENGTH PRIOR TO
REMOVAL OF SHORES AND FORMS FROM BEAMS AND
STRUCTURAL SLABS
PERIODIC
VERIFICATION OF IN-SITU CONCRETE STRENGTH PRIOR TO
STRESSING TENDONS IN POST-TENSIONED CONCRETE
ACI 318: 26.11.2
PERIODIC
ERECTION OF PRECAST CONCRETE MEMBERS ACI 318: 26.9 PERIODIC
PRESTRESSED CONCRETE: GROUTING OF BONDED
PRESTRESSING TENDONS IN THE SEISMIC FORCE RESISTING
SYSTEM
CONTINUOUS
PRESTRESSED CONCRETE: APPLICATION OF PRESTRESSING
FORCE
ACI 318: 26.10
CONTINUOUS
INSPECTION FOR MAINTENANCE OF SPECIFIED CURING
TEMPERATURE AND TECHNIQUES
ACI 318:
26.5.3-25.5.5 PERIODIC
INSPECTION OF SHOTCRETE PLACEMENT FOR PROPER
APPLICATION TECHNIQUES CONTINUOUS
INSPECTION OF CONCRETE PLACEMENT FOR PROPER
APPLICATION TECHNIQUES ACI 318: 26.5,
26.12
CONTINUOUS
VERIFY USE OF REQUIRED MIX DESIGN ACI 318: CH. 19,
26.4.3, 26.4.4 PERIODIC
INSPECTION OF ANCHORS POST-INSTALLED IN HARDENED
CONCRETE: VERIFY ANCHOR PRODUCT NAME, TYPE, AND
DIMENSIONS, HOLE DIMENSIONS, COMPLIANCE WITH DRILL
BIT REQUIREMENTS, CLEANLINESS OF THE HOLE AND
ANCHOR, PRODUCT EXPIRATION DATE (IF APPLICABLE),
COMPLIANCE WITH MANUFACTURER'S INSTALLATION
INSTRUCTIONS, ANCHOR EMBEDMENT, AND TIGHTENING
TORQUE (IF APPLICABLE) FOR:
b) MECHANICAL ANCHORS AND ADHESIVE ANCHORS
NOT DEFINED IN a)
ACI 318: 17.8.2
PRODUCT
EVALUATION
REPORT
PERIODIC
INSPECTION OF ANCHORS POST-INSTALLED IN HARDENED
CONCRETE: VERIFY ANCHOR PRODUCT NAME, TYPE, AND
DIMENSIONS, HOLE DIMENSIONS, COMPLIANCE WITH DRILL
BIT REQUIREMENTS, CLEANLINESS OF THE HOLE AND
ANCHOR, PRODUCT EXPIRATION DATE (IF APPLICABLE),
COMPLIANCE WITH MANUFACTURER'S INSTALLATION
INSTRUCTIONS, ANCHOR EMBEDMENT, AND TIGHTENING
TORQUE (IF APPLICABLE) FOR:
a) ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY
OR UPWARDLY INCLINED ORIENTATIONS TO RESIST
SUSTAINED TENSION LOADS
ACI 318: 17.8.2.4
PRODUCT
EVALUATION
REPORT
CONTINUOUS
INSPECTION OF ANCHORS CAST-IN CONCRETE
TABLE 1705.3
ACI 318: 17.8.2 PERIODIC
WELDING REINFORCING: OTHER STEEL NOT PREVIOUSLY
LISTED PERIODIC
WELDING REINFORCING: TRANSVERSE REINFORCING IN
BEAMS AND COLUMNS CONTINUOUS
WELDING REINFORCING: LONGITUDINAL AND TRANSVERSE
REINFORCING IN BOUNDARY ELEMENTS OF SPECIAL
STRUCTURAL WALLS
CONTINUOUS
WELDING REINFORCING: LONGITUDINAL REINFORCING IN
BEAMS AND COLUMNS OF INTERMEDIATE AND SPECIAL
MOMENT FRAMES
CONTINUOUS
WELDING REINFORCING: VERIFICATION OF WELDABILITY OF
REINFORCING STEEL OTHER THAN ASTM A706
TABLE 1705.3 AWS D1.4
ACI 318: 26.6.4
PERIODIC
INSPECTION OF PRESTRESSING TENDONS AND PLACEMENT PERIODIC
INSPECTION OF REINFORCING STEEL AND PLACEMENT
TABLE 1705.3
ACI 318: Ch. 20,
25.2, 25.3,
26.6.1-26.6.3
PERIODIC
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
DOCUMENT ACCEPTANCE OR REJECTION OF MECHANICAL
FASTENERS PERFORM
VERIFY REPAIR ACTIVITIES PERFORM
CHECK SPACING, TYPE AND INSTALLATION OF SUPPORT,
SIDELAP AND PERIMETER FASTENERS
1705.2.2
SDI 2011 –
STANDARD FOR
QA/QC 1.3,
APP. 1 TABLE 1.8
PERFORM
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
INSPECTION TASKS AFTER MECHANICAL FASTENING
FASTENERS ARE INSTALLED IN ACCORDANCE WITH
MANUFACTURER’S INSTRUCTIONS OBSERVE
FASTENERS ARE POSITIONED AS REQUIRED
1705.2.2
SDI 2011 –
STANDARD FOR
QA/QC 1.3,
APP. 1 TABLE 1.7
OBSERVE
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
INSPECTION TASKS DURING MECHANICAL FASTENING
PROPER STORAGE FOR MECHANICAL FASTENERS OBSERVE
PROPER TOOLS AVAILABLE FOR FASTENER INSTALLATION OBSERVE
MANUFACTURER INSTALLATION INSTRUCTIONS AVAILABLE
FOR MECHANICAL FASTENERS
1705.2.2
SDI 2011 –
STANDARD FOR
QA/QC 1.3,
APP. 1 TABLE 1.6
OBSERVE
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
INSPECTION TASKS PRIOR TO MECHANICAL FASTENING
DOCUMENT ACCEPTANCE OR REJECTION OF WELDS PERFORM
VERIFY REPAIR ACTIVITIES PERFORM
WELDS MEET VISUAL ACCEPTANCE CRITERIA PERFORM
VERIFY SIZE AND LOCATION OF WELDS, INCLUDING SUPPORT,
SIDELAP, AND PERIMETER WELDS
1705.2.2
SDI 2011 –
STANDARD FOR
QA/QC 1.3,
APP. 1 TABLE 1.5
PERFORM
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
INSPECTION TASKS AFTER WELDING
WPS FOLLOWED OBSERVE
ENVIRONMENTAL CONDITIONS (WIND SPEED, MOISURE,
TEMPERATURE)OBSERVE
CONTROL AND HANDLING OF WELDING CONSUMABLES OBSERVE
USE OF QUALIFIED WELDERS
1705.2.2
SDI 2011 –
STANDARD FOR
QA/QC 1.3,
APP. 1 TABLE 1.4
OBSERVE
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
INSPECTION TASKS DURING WELDING
CHECK WELDING EQUIPMENT OBSERVE
MATERIAL IDENTIFICATIONS (TYPE/GRADE)OBSERVE
MANUFACTURER CERTIFICATIONS FOR WELDING
CONSUMABLES AVAILABLE OBSERVE
WELDING PROCEDURE SPECIFICATIONS (WPS) AVAILABLE
1705.2.2
SDI 2011 –
STANDARD FOR
QA/QC 1.3,
APP. 1 TABLE 1.3
OBSERVE
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
INSPECTION TASKS PRIOR TO WELDING
DOCUMENT ACCEPTANCE OR REJECTION OF INSTALLATION
OF DECK AND DECK ACCESORIES PERFORM
VERIFY DECK MATERIALS ARE REPRESENTED BY THE MILL
CERTIFICATIONS THAT COMPLY WITH THE APPROVED
CONSTRUCTION DOCUMENTS
PERFORM
VERIFY COMPLIANCE OF DECK AND ALL DECK ACCESSORIES
INSTALLATION WITH APPROVED CONSTRUCTION DOCUMENTS
1705.2.2
SDI 2011 –
STANDARD FOR
QA/QC 1.3,
APP. 1 TABLE 1.2
PERFORM
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
INSPECTION TASKS AFTER DECK PLACEMENT
DOCUMENT ACCEPTANCE OR REJECTION OF DECK AND DECK
ACCESSORIES PERFORM
VERIFY COMPLIANCE OF MATERIALS (DECK AND ALL DECK
ACCESSORIES) WITH APPROVED CONSTRUCTION
DOCUMENTS, INCLUDING PROFILES, MATERIAL PROPERTIES,
AND BASE METAL THICKNESS
1705.2.2
SDI 2011 –
STANDARD FOR
QA/QC 1.3,
APP. 1 TABLE 1.1
PERFORM
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
INSPECTION TASKS PRIOR TO DECK PLACEMENT
VERIFY THAT THE TEMPORARY INSTALLATION
RESTRAINT/BRACING AND THE PERMANENT INDIVIDUAL
TRUSS MEMBER RESTRAINT/BRACING ARE INSTALLED IN
ACCORDANCE WITH THE APPROVED TRUSS SUBMITTAL
PACKAGE FOR COLD-FORMED STEEL TRUSSES SPANNING 60
FEET OR GREATER
1705.2.4
APPROVED
TRUSS
SUBMITTAL
PERIODIC
INSPECTION OF WELDING REINFORCING STEEL 1705.3.1 PER CONCRETE CONSTRUCTION TABLE 1705.3
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL
DOCUMENT ACCEPTANCE OR REJECTION OF STEEL
ELEMENTS PERFORM
PLACEMENT AND INSTALLATION OF STEEL HEADED STUD
ANCHORS PERFORM
PLACEMENT AND INSTALLATION OF STEEL DECK
1705.2.1 AISC TABLE
N6.1
PERFORM
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
INSPECTION OF STRUCTURAL STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO...
DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED
CONNECTIONS 1705.2.1 AISC TABLE
N5.6-3 PERFORM
SEE NOTES FOR
EXCEPTIONS WHEN
WORK IS
COMPLETED BY AN
APPROVED
FABRICATOR/
INSTALLER
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
REQUIRED SPECIAL INSPECTION TASKS AFTER BOLTING STRUCTURAL STEEL
FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE
RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM
THE MOST RIGID POINT TOWARD THE FREE EDGES
OBSERVE
FASTENER COMPONENT NOT TURNED BY THE WRENCH
PREVENTED FROM ROTATING OBSERVE
JOINT BROUGHT TO SNUG-TIGHT CONDITION PRIOR TO THE
PRETENSIONING OPERATION OBSERVE
FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN
ALL HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS
REQUIRED
1705.2.1 AISC TABLE
N5.6-2
OBSERVE
SEE NOTES FOR
EXCEPTIONS WHEN
WORK IS
COMPLETED BY AN
APPROVED
FABRICATOR/
INSTALLER
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
REQUIRED SPECIAL INSPECTION TASKS DURING BOLTING STRUCTURAL STEEL
(NOT REQUIRED FOR SNUG-TIGHT JOINTS)
PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS,
AND OTHER FASTENER COMPONENTS OBSERVE
PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION
PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER
ASSEMBLIES AND METHODS USED
OBSERVE
CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE
FAYING SURFACE CONDITION AND HOLE PREPARATION, IF
SPECIFIED, MEET APPLICABLE REQUIREMENTS
OBSERVE
PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL OBSERVE
PROPER FASTENERS SELECTED FOR THE JOINT DETAIL
(GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE
EXCLUDED FROM SHEAR PLANE)
OBSERVE
FASTENERS MARKED IN ACCORDANCE WITH ASTM
REQUIREMENTS
1705.2.1 AISC TABLE
N5.6-1
PERFORM
SEE NOTES FOR
EXCEPTIONS WHEN
WORK IS
COMPLETED BY AN
APPROVED
FABRICATOR/
INSTALLER
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
REQUIRED SPECIAL INSPECTION TASKS PRIOR TO BOLTING STRUCTURAL STEEL
NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE
APPROVAL OF THE EOR OBSERVE
DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT
OR MEMBER PERFORM
REPAIR ACTIVITIES PERFORM
BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED
BY THE CONSTRUCTION DOCUMENTS)PERFORM
WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND
BUILT-UP SHAPES: AFTER ROLLED HEAVY SHAPES (SEE
SECTION A3.1c) AND BUILT-UP HEAVY SHAPES (SEE SECTION
A3.1d) ARE WELDED, VISUALLY INSPECT THE WELD ACCESS
HOLE FOR CRACKS
PERFORM
K-AREA: WHEN WELDING DOUBLER PLATES, CONTINUITY
PLATES, OR STIFFENERS HAS BEEN PERFORMED IN THE
k-AREA OF ROLLED SHAPES, VISUALLY INSPECT THE WEB FOR
k-AREA CRACKS WITHIN 3” OF THE WELD
PERFORM
ARC STRIKES PERFORM
WELDS MEET VISUAL ACCEPTANCE CRITERIA: CRACK
PROHIBITION, WELD/BASE-METAL FUSION, CRATER CROSS
SECTION, WELD PROFILES, WELD SIZE, UNDERCUT, POROSITY
PERFORM
SIZE, LENGTH, AND LOCATION OF WELDS PERFORM
WELDS CLEANED
1705.2.1 AISC TABLE
N5.4-3
OBSERVE
SEE NOTES FOR
EXCEPTIONS WHEN
WORK IS
COMPLETED BY AN
APPROVED
FABRICATOR/
INSTALLER
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
REQUIRED SPECIAL INSPECTION TASKS AFTER WELDING STRUCTURAL STEEL
PLACEMENT AND INSTALLATION OF STEEL HEADED STUD
ANCHORS PERFORM
WELDING TECHNIQUES: INTERPASS AND FINAL CLEANING,
EACH PASS WITHIN PROFILE LIMITATIONS, EACH PASS MEETS
QUALITY REQUIREMENTS
OBSERVE
WPS FOLLOWED: SETTINGS ON WELDING EQUIPMENT, TRAVEL
SPEED, SELECTED WELDING MATERIALS, SHIELDING GAS
TYPE/FLOW RATE, PREHEAT APPLIED, INTERPASS
TEMPERATURE MAINTAINED, PROPER WELDING POSITION
OBSERVE
ENVIRONMENTAL CONDITIONS: WIND SPEED WITHIN LIMITS,
PRECIPITATION AND TEMPERATURE OBSERVE
NO WELDING OVER CRACKED TACK WELDS OBSERVE
CONTROL AND HANDLING OF WELDING CONSUMABLES:
PACKAGING, EXPOSURE CONTROL
1705.2.1 AISC TABLE
N5.4-2
OBSERVE
SEE NOTES FOR
EXCEPTIONS WHEN
WORK IS
COMPLETED BY AN
APPROVED
FABRICATOR/
INSTALLER
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
REQUIRED SPECIAL INSPECTION TASKS DURING WELDING STRUCTURAL STEEL
FIT-UP OF FILLET WELDS: DIMENSIONS (ALIGNMENT, GAPS AT
ROOT), CLEANLINESS (CONDITION OF STEEL SURFACE),
TACKING (TACK WELD QUALITY AND LOCATION)
OBSERVE
CONFIGURATION AND FINISH OF ACCESS HOLES OBSERVE
FIT-UP OF CJP GROOVE WELDS OF HSS T-, Y- AND K-JOINTS
WITHOUT BACKING (INCLUDING JOINT GEOMETRY): JOINT
PREPARATIONS, DIMENTIONS (ALIGNMENT, ROOT OPENING,
ROOT FACE, BEVEL), CLEANLINESS (CONDITION OF STEEL
SURFACES), TACKING (TACK WELD QUALITY AND LOCATION)
OBSERVE
FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY):
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)
OBSERVE
WELDER IDENTIFICATION SYSTEM OBSERVE
MATERIAL IDENTIFICATION (TYPE/GRADE)OBSERVE
MANUFACTURER CERTIFICATIONS FOR WELDING
CONSUMABLES AVAILABLE PERFORM
WELDING PROCEDURE SPECIFICATIONS AVAILABLE PERFORM
WELDER QUALIFICATION RECORDS AND CONTINUITY
RECORDS
1705.2.1 AISC TABLE
N5.4-1
OBSERVE
SEE NOTES FOR
EXCEPTIONS WHEN
WORK IS
COMPLETED BY AN
APPROVED
FABRICATOR/
INSTALLER
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
REQUIRED SPECIAL INSPECTION TASKS PRIOR TO WELDING STRUCTURAL STEEL
INSPECT THE FABRICATED STEEL OR ERECTED STEEL FRAME
TO VERIFY COMPLIANCE WITH THE DETAILS AS SHOWN ON
THE CONSTRUCTIONS DOCUMENTS, SUCH AS BRACES,
STIFFENERS, MEMBER LOCATIONS, AND PROPER
APPLICATION OF JOINT DETAILS AT EACH CONNECTION
PERIODIC
PLACEMENT OF ANCHOR RODS AND OTHER EMBEDMENTS
SUPPORTING STRUCTURAL STEEL: VERIFY THE DIAMETER,
GRADE, TYPE, AND LENGTH OF THE ANCHOR ROD OR
EMBEDDED ITEM AND THE EXTENT OR DEPTH OF EMBEDMENT
INTO THE CONCRETE PRIOR TO PLACEMENT OF CONCRETE
AISC N5.8
PERIODIC
REVIEW THE MATERIAL TEST REPORTS AND CERTIFICATIONS
FOR STEEL COMPONENTS FOR COMPLIANCE WITH THE
CONSTRUCTION DOCUMENTS, INCLUDING PRIMARY STEEL
ELEMENTS, STEEL CASTINGS AND FORGINGS, FASTENERS,
DECK FASTENERS, ANCHOR RODS AND THREADED RODS,
WELDING CONSUMABLES, HEADED STUD ANCHORS, WELDING
FILLER METAL AND FLUXES, WELDING PROCEDURE
SPECIFICATIONS (WPS), PROCEDURE QUALIFICATION
RECORDS FOR WPS THAT ARE NOT PREQUALIFIED, WELDING
PERSONNEL QUALIFICATION RECORDS AND CONTINUITY
RECORDS, FABRICATOR’S WRITTEN QUALITY CONTROL
MANUAL, AND ERECTOR’S QUALITY CONTROL MANUAL 1705.2.1
AISC N5.2 PERIODIC
PERFORM A
ONE-TIME REVIEW
OF EACH
APPLICABLE ITEM
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
REQUIRED SPECIAL INSPECTIONS OF STRUCTURAL STEEL CONSTRUCTION
PROOF TESTING OF DEEP FOUNDATION ELEMENTS
PROJECT
GEOTECHNICAL
REPORT
PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL
MATERIALS TABLE 1705.6
PROJECT
GEOTECHNICAL
REPORT
PERIODIC
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY
TESTING OF SOILS AND FOUNDATIONS
AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE
SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR
CONTENT TESTS, AND DETERMINE TEMPERATURE OF
CONCRETE
ASTM C172
ACI 318-14: 26.4
AND 26.12
FOR EACH SPECIMEN
CONCRETE STRENGTH TEST SPECIMENS
TABLE 1705.3
ASTM C31 AND
C39
FOR EACH CLASS OF CONCRETE
(E.G. FOOTINGS, WALLS, OR SLAB
ON GRADE), ONE SET OF
SPECIMENS EACH DAY OR LESSER
OF: ONE SET FOR EACH 150 YDS
OF CONCRETE OR ONE SET FOR
EACH 5,000 SQUARE FEET OF
SLABS OR WALL
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY
TESTING OF CONCRETE CONSTRUCTION
APPENDIX C
STATEMENT OF SPECIAL INSPECTION AND TESTING NOTES:
SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE (IBC), CONTRACT
DOCUMENTS, AND APPROVED SUBMITTALS. THE OWNER SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM
INSPECTIONS AND TESTING DESCRIBED HEREIN.
SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED AND ACCREDITED INDEPENDENT
AGENCY MEETING THE REQUIREMENTS OF ASTM E329 (GENERAL), ASTM D3740 (SOILS), ASTM C1077 (CONCRETE), ASTM A880
(STEEL), AND ASTM E543 (NON-DESTRUCTIVE). THE INSPECTION AND TESTING AGENCY SHALL FURNISH TO THE ARCHITECT
AND ENGINEER A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE APPROVED BY THE BUILDING
OFFICIAL. WELDING INSPECTORS SHALL BE QUALIFIED PER AWS D1.1.
THE CONSTRUCTION OR WORK FOR WHICH SPECIAL INSPECTION IS REQUIRED SHALL REMAIN ACCESSIBLE AND EXPOSED FOR
SPECIAL INSPECTION PURPOSES UNTIL COMPLETION OF THE REQUIRED SPECIAL INSPECTIONS.
THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONTRACT
DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND
NOTED IN THE INSPECTION REPORTS. ISSUES REQUIRING IMMEDIATE CORRECTIVE ACTIONS OR ENGINEERING INPUT ARE TO
BE BROUGHT TO THE ENGINEER’S ATTENTION IMMEDIATELY UPON DISCOVERY.
THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL,
ARCHITECT, ENGINEER, CONTRACTOR, AND OWNER. THE SPECIAL INSPECTION AGENCY SHALL SUBMIT A FINAL REPORT
STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED, IS IN CONFORMANCE WITH THE APPROVED
CONTRACT DOCUMENTS, AND THAT ALL DISCREPANCIES NOTED IN THE REPORTS HAVE BEEN CORRECTED.
EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND- OR SEISMIC FORCE-RESISTING SYSTEM,
DESIGNATED SEISMIC SYSTEM, OR A WIND- OR SEISMIC-RESISTING COMPONENT LISTED SHALL SUBMIT A WRITTEN
STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO COMMENCEMENT OF WORK ON THE
SYSTEM OF COMPONENT. THE CONTRACTOR’S STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF
AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED HEREIN.
INSPECTION FREQUENCY:
A. CONTINUOUS INSPECTION: THE SPECIAL INSPECTOR SHALL BE PRESENT WHEN AND WHERE THE WORK IS
BEING PERFORMED AT ALL TIMES.
B. PERIODIC INSPECTION: THE SPECIAL INSPECTOR SHALL BE INTERMITTENTLY PRESENT WHEN AND WHERE THE
WORK IS BEING PERFORMED. THE INSPECTOR SHALL OBSERVE THE WORK AT ITS COMMENCEMENT, AT
PERIODIC INTERVALS THEREAFTER, AND WHEN THE WORK IS COMPLETED.
C. OBSERVE: THE INSPECTOR SHALL OBSERVE THESE FUNCTIONS ON A RANDOM BASIS. OPERATIONS NEED NOT
BE DELAYED PENDING OBSERVATIONS (REFERENCE AISC 360 AND AISC 341 FOR ADDITIONAL INFORMATION).
D. PERFORM: THESE INSPECTIONS SHALL BE PERFORMED PRIOR TO FINAL ACCEPTANCE OF THE ITEM
(REFERENCE AISC 360 AND AISC 341 FOR ADDITIONAL INFORMATION).
E. DOCUMENT: THE INSPECTOR SHALL PREPARE REPORTS INDICATING THAT THE WORK HAS BEEN PERFORMED
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS (REFERENCE AISC 360 AND AISC 341 FOR ADDITIONAL
INFORMATION).
SPECIAL INSPECTIONS ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED
AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. APPROVAL SHALL BE BASED UPON REVIEW OF THE
FABRICATOR’S WRITTEN PROCEDURAL AND QUALITY CONTROL MANUALS AND PERIODIC AUDITING OF FABRICATION
PRACTICES BY AN APPROVED SPECIAL INSPECTION AGENCY. AT COMPLETION OF FABRICATION, THE APPROVED FABRICATOR
SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN
ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.
A. STEEL FABRICATORS AND INSTALLERS CERTIFIED THROUGH AISC COMPLY WITH THIS PROVISION. THE
FABRICATOR AND OR INSTALLER MUST STILL COMPLETE AND DOCUMENT THE QUALITY CONTROL TASKS AND
NON-DESTRUCTIVE TESTING OUTLINED IN AISC 360 AND AISC 341, AS APPLICABLE.
TNMO AAN
SERPOFS GNDR
MENUEZ
NATE J.
No.15739 PE
A
T
N
IGSI
E
O L EREE ERIENCOPYRIGHT 2022
12/19/2022 10:17:21 AMS0.2
ISSUE FOR PERMIT
19 DEC 22
2105CITY OF BOZEMANFIRE STATION #2575 WEST KAGY BLVD, BOZEMAN, MONTANA 59715STATEMENT OF SPECIALINSPECTIONSPRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE
SUBGRADE AND VERIFY THAT THE SITE HAS BEEN PREPARED
PROPERLY
PERIODIC
VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT
THICKNESSES DURING PLACEMENT AND COMPACTION OF
COMPACTED FILL
CONTINUOUS
VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH
AND HAVE REACHED PROPER MATERIAL PERIODIC
VERIFY MATERIALS BELOW SHALLOW FOUNDATION ARE
ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY
TABLE 1705.6 GEOTECHNICAL
REPORT
PERIODIC
BY THE
GEOTECHNICAL
ENGINEER
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS
INSPECT FORMWORK FOR SHAPE, LOCATION AND
DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED
ACI 318:
26.11.1.2(b)PERIODIC
VERIFICATION OF IN-SITU CONCRETE STRENGTH PRIOR TO
REMOVAL OF SHORES AND FORMS FROM BEAMS AND
STRUCTURAL SLABS
PERIODIC
VERIFICATION OF IN-SITU CONCRETE STRENGTH PRIOR TO
STRESSING TENDONS IN POST-TENSIONED CONCRETE
ACI 318: 26.11.2
PERIODIC
ERECTION OF PRECAST CONCRETE MEMBERS ACI 318: 26.9 PERIODIC
PRESTRESSED CONCRETE: GROUTING OF BONDED
PRESTRESSING TENDONS IN THE SEISMIC FORCE RESISTING
SYSTEM
CONTINUOUS
PRESTRESSED CONCRETE: APPLICATION OF PRESTRESSING
FORCE
ACI 318: 26.10
CONTINUOUS
INSPECTION FOR MAINTENANCE OF SPECIFIED CURING
TEMPERATURE AND TECHNIQUES
ACI 318:
26.5.3-25.5.5 PERIODIC
INSPECTION OF SHOTCRETE PLACEMENT FOR PROPER
APPLICATION TECHNIQUES CONTINUOUS
INSPECTION OF CONCRETE PLACEMENT FOR PROPER
APPLICATION TECHNIQUES ACI 318: 26.5,
26.12
CONTINUOUS
VERIFY USE OF REQUIRED MIX DESIGN ACI 318: CH. 19,
26.4.3, 26.4.4 PERIODIC
INSPECTION OF ANCHORS POST-INSTALLED IN HARDENED
CONCRETE: VERIFY ANCHOR PRODUCT NAME, TYPE, AND
DIMENSIONS, HOLE DIMENSIONS, COMPLIANCE WITH DRILL
BIT REQUIREMENTS, CLEANLINESS OF THE HOLE AND
ANCHOR, PRODUCT EXPIRATION DATE (IF APPLICABLE),
COMPLIANCE WITH MANUFACTURER'S INSTALLATION
INSTRUCTIONS, ANCHOR EMBEDMENT, AND TIGHTENING
TORQUE (IF APPLICABLE) FOR:
b) MECHANICAL ANCHORS AND ADHESIVE ANCHORS
NOT DEFINED IN a)
ACI 318: 17.8.2
PRODUCT
EVALUATION
REPORT
PERIODIC
INSPECTION OF ANCHORS POST-INSTALLED IN HARDENED
CONCRETE: VERIFY ANCHOR PRODUCT NAME, TYPE, AND
DIMENSIONS, HOLE DIMENSIONS, COMPLIANCE WITH DRILL
BIT REQUIREMENTS, CLEANLINESS OF THE HOLE AND
ANCHOR, PRODUCT EXPIRATION DATE (IF APPLICABLE),
COMPLIANCE WITH MANUFACTURER'S INSTALLATION
INSTRUCTIONS, ANCHOR EMBEDMENT, AND TIGHTENING
TORQUE (IF APPLICABLE) FOR:
a) ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY
OR UPWARDLY INCLINED ORIENTATIONS TO RESIST
SUSTAINED TENSION LOADS
ACI 318: 17.8.2.4
PRODUCT
EVALUATION
REPORT
CONTINUOUS
INSPECTION OF ANCHORS CAST-IN CONCRETE
TABLE 1705.3
ACI 318: 17.8.2 PERIODIC
WELDING REINFORCING: OTHER STEEL NOT PREVIOUSLY
LISTED PERIODIC
WELDING REINFORCING: TRANSVERSE REINFORCING IN
BEAMS AND COLUMNS CONTINUOUS
WELDING REINFORCING: LONGITUDINAL AND TRANSVERSE
REINFORCING IN BOUNDARY ELEMENTS OF SPECIAL
STRUCTURAL WALLS
CONTINUOUS
WELDING REINFORCING: LONGITUDINAL REINFORCING IN
BEAMS AND COLUMNS OF INTERMEDIATE AND SPECIAL
MOMENT FRAMES
CONTINUOUS
WELDING REINFORCING: VERIFICATION OF WELDABILITY OF
REINFORCING STEEL OTHER THAN ASTM A706
TABLE 1705.3 AWS D1.4
ACI 318: 26.6.4
PERIODIC
INSPECTION OF PRESTRESSING TENDONS AND PLACEMENT PERIODIC
INSPECTION OF REINFORCING STEEL AND PLACEMENT
TABLE 1705.3
ACI 318: Ch. 20,
25.2, 25.3,
26.6.1-26.6.3
PERIODIC
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
INSPECTION OF ANCHORS
POST-INSTALLED IN MASONRY
CONSTRUCTION. VERIFY ANCHOR
PRODUCT NAME, TYPE, AND DIMENSIONS,
HOLE DIMENSIONS, COMPLIANCE WITH
DRILL BIT REQUIREMENTS, CLEANLINESS
OF THE HOLE AND ANCHOR, PRODUCT...
PERIODIC INSPECTION
DURING CONSTRUCTION, VERIFICATION OF
PROPORTIONS OF MATERIALS AS
DELIVERED TO THE PROJECT SITE FOR
PREMIXED OR PREBLENDED MORTAR,
PRESTRESSING GROUT, AND GROUT
OTHER THAN SELF-CONSOLIDATING
GROUT
NR NR R ART. 1.4B
DURING CONSTRUCTION, VERIFICATION OF
f’m AND f’ACC, FOR EVERY 5,000 SQ. FT.
(465 SQ. M)
NR NR R ART. 1.4B
DURING CONSTRUCTION, VERIFICATION OF
SLUMP FLOW AND VISUAL STABILITY INDEX
(VSI) WHEN SELF-CONSOLIDATION GROUT
IS DELIVERED TO THE PROJECT SITE
NR R R ART 1.5, 1.6.3
PRIOR TO CONSTRUCTION, VERIFICATION
OF f’m AND f’ACC, EXCEPT WHERE
SPECIFICALLY EXEMPTED BY THE CODE
NR R R ART 1.4B
PRIOR TO CONSTRUCTION, VERIFICATION
OF COMPLIANCE OF SUBMITTALS R R R ART. 1.5
LEVEL 1 LEVEL 2 LEVEL 3 TMS 602
MINIMUM VERIFICATION REQUIRED FOR QA REFERENCE FOR
CRITERIA REMARKS
SPECIAL INSPECTION OF MASONRY CONSTRUCTION MINIMUM VERIFICATION REQUIREMENTS
APPENDIX A LEVEL 1 NOT PERMITTED
PART 4 LEVEL 2 LEVEL 2
TMS 402-16 PART 3 OR APPENDIX B OR
APPENDIX C LEVEL 2 LEVEL 3
THE QUALITY ASSURANCE PROGRAM
SHALL COMPLY WITH THE LEVEL
DEFINED IN TABLE3.1, DEPENDING ON
HOW THE MASONRY WAS DESIGNED
AND THE RISK CATEGORY, AS DEFINED
IN ASCE 7 OR THE LEGALLY ADOPTED
BUILDING CODE
DESIGNED IN ACCORDANCE WITH RISK CATEGORY I, II OR III RISK CATEGORY
IV REMARKS
SPECIAL INSPECTION OF MASONRY CONSTRUCTION MINIMUM QUALITY ASSURANCE LEVEL
OBSERVE PREPARATION OF GROUT SPECIMENS,
MORTAR SPECIMENS, AND/OR PRISMS NR P C
ART. 1.4
B.2.a.3, 1.4
B.2.b.3, 1.4
B.2.c.3, 1.4
B.3, & 1.4 B.4
LEVEL 1 LEVEL 2 LEVEL 3 TMS 402 TMS 602
INSPECTION TASK FREQUENCY REFERENCE FOR CRITERIA REMARKS
SPECIAL INSPECTION TASKS DURING MASONRY TESTING
PLACEMENT OF AAC MASONRY UNITS AND
CONSTRUCTION OF THIN-BED MORTAR JOINTS NR C / P C
ART. 3.3 B.9 &
3.3 F.1.B
CONTINUOUS REQUIRED
FOR THE FIRST 5000 SQ.
FT. (465 SQ. METERS) OF
AAC MASONRY;
PERIODIC REQUIRED
AFTER THE FIRST 5000
SQ. FT. (465 SQ.
METERS) OF AAC
MASONRY
PLACEMENT OF GROUT AND PRESTRESSING
GROUT FOR BONDED TENDONS IN COMPLIANCE NR C C
ART. 3.5 &
3.6C
APPLICATION AND MEASUREMENT OF
PRESTRESSING FORCE NR C C ART. 3.6B
PREPARATION, CONSTRUCTION, AND
PROTECTION OF MASONRY DURING COLD
WEATHER (TEMPERATURE BELOW 40 DEGREES
FAHRENHEIT (4.4 DEGREES CELSIUS)) OR HOT
WEATHER (TEMPERATURE ABOVE 90 DEGREES
FAHRENHEIT (32.2 DEGREES CELSIUS))
NR P P
ART. 1.8C &
1.8D
WELDING OF REINFORCEMENT NR C C SEC. 6.1.6.1.2
TYPE, SIZE, AND LOCATION OF ANCHORS,
INCLUDING OTHER DETAILS OF ANCHORAGE OF
MASONRY TO STRUCTURAL MEMBERS, FRAMES,
OR OTHER CONSTRUCTION
NR P C
SEC. 1.2.1(E),
6.2.1, & 6.3.1
SIZE AND LOCATION OF STRUCTURAL MEMBERS NR P P ART. 3.3F
PLACEMENT OF MASONRY UNITS AND MORTAR
JOINT CONSTRUCTION NR P P ART. 3.3B
MATERIALS AND PROCEDURES WITH THE
APPROVED SUBMITTALS NR P P ART. 1.5
LEVEL 1 LEVEL 2 LEVEL 3 TMS 402 TMS 602
INSPECTION TASK FREQUENCY REFERENCE FOR CRITERIA REMARKS
SPECIAL INSPECTION TASKS DURING MASONRY CONSTRUCTION
PROPORTIONS OF SITE-PREPARED GROUT AND
PRESTRESSING GROUT FOR BONDED TENDONS NR P P
ART. 2.6 B &
2.4 G.1.b
PLACEMENT OF REINFORCEMENT,
CONNECTORS, AND ANCHOR BOLTS NR P C
SEC. 6.1,
6.3.1, 6.3.6, &
6.3.7
ART. 3.2 E &
3.4
PLACEMENT OF PRESTRESSING TENDONS AND
ANCHORAGES NR P P
SEC. 10.8 &
10.9 ART. 2.4 & 3.6
GROUT SPACE NR P C
ART. 3.2 D &
3.2 F
LEVEL 1 LEVEL 2 LEVEL 3 TMS 402 TMS 602
INSPECTION TASK FREQUENCY REFERENCE FOR CRITERIA REMARKS
SPECIAL INSPECTION OF MASONRY CONSTRUCTION MINIMUM VERIFICATION REQUIREMENTS
SAMPLE PANEL CONSTRUCTION NR P C ART. 1.6 D
PROPERTIES OF THIN-BED MORTAR FOR AAC
MASONRY NR C / P C ART. 2.1 C.1
CONTINUOUS REQUIRED
FOR THE FIRST 5000 SQ.
FT. (465 SQ. METERS) OF
AAC MASONRY;
PERIODIC REQUIRED
AFTER THE FIRST 5000
SQ. FT. (465 SQ.
METERS) OF AAC
MASONRY
PRESTRESSING TECHNIQUE NR P P ART. 3.6 B
GRADE, TYPE AND SIZE OF REINFORCEMENT,
CONNECTORS, ANCHOR BOLTS, AND
PRESTRESSING TENDONS AND ANCHORAGES
NR P P
ART. 3.4 & 3.6
A
GRADE AND SIZE OF PRESTRESSING TENDONS
AND ANCHORAGES NR P P
ART. 2.4 B &
2.4 H
PROPORTIONS OF SITE-PREPARED MORTAR NR P P
ART. 2.1, 2.6
A, & 2.6C
LEVEL 1 LEVEL 2 LEVEL 3 TMS 402 TMS 602
INSPECTION TASK FREQUENCY REFERENCE FOR CRITERIA REMARKS
SPECIAL INSPECTION TASKS AS MASONRY CONSTRUCTION BEGINS
DOCUMENT ACCEPTANCE OR REJECTION OF MECHANICAL
FASTENERS PERFORM
VERIFY REPAIR ACTIVITIES PERFORM
CHECK SPACING, TYPE AND INSTALLATION OF SUPPORT,
SIDELAP AND PERIMETER FASTENERS
1705.2.2
SDI 2011 –
STANDARD FOR
QA/QC 1.3,
APP. 1 TABLE 1.8
PERFORM
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
INSPECTION TASKS AFTER MECHANICAL FASTENING
FASTENERS ARE INSTALLED IN ACCORDANCE WITH
MANUFACTURER’S INSTRUCTIONS OBSERVE
FASTENERS ARE POSITIONED AS REQUIRED
1705.2.2
SDI 2011 –
STANDARD FOR
QA/QC 1.3,
APP. 1 TABLE 1.7
OBSERVE
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
INSPECTION TASKS DURING MECHANICAL FASTENING
PROPER STORAGE FOR MECHANICAL FASTENERS OBSERVE
PROPER TOOLS AVAILABLE FOR FASTENER INSTALLATION OBSERVE
MANUFACTURER INSTALLATION INSTRUCTIONS AVAILABLE
FOR MECHANICAL FASTENERS
1705.2.2
SDI 2011 –
STANDARD FOR
QA/QC 1.3,
APP. 1 TABLE 1.6
OBSERVE
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
INSPECTION TASKS PRIOR TO MECHANICAL FASTENING
DOCUMENT ACCEPTANCE OR REJECTION OF WELDS PERFORM
VERIFY REPAIR ACTIVITIES PERFORM
WELDS MEET VISUAL ACCEPTANCE CRITERIA PERFORM
VERIFY SIZE AND LOCATION OF WELDS, INCLUDING SUPPORT,
SIDELAP, AND PERIMETER WELDS
1705.2.2
SDI 2011 –
STANDARD FOR
QA/QC 1.3,
APP. 1 TABLE 1.5
PERFORM
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
INSPECTION TASKS AFTER WELDING
WPS FOLLOWED OBSERVE
ENVIRONMENTAL CONDITIONS (WIND SPEED, MOISURE,
TEMPERATURE)OBSERVE
CONTROL AND HANDLING OF WELDING CONSUMABLES OBSERVE
USE OF QUALIFIED WELDERS
1705.2.2
SDI 2011 –
STANDARD FOR
QA/QC 1.3,
APP. 1 TABLE 1.4
OBSERVE
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
INSPECTION TASKS DURING WELDING
CHECK WELDING EQUIPMENT OBSERVE
MATERIAL IDENTIFICATIONS (TYPE/GRADE)OBSERVE
MANUFACTURER CERTIFICATIONS FOR WELDING
CONSUMABLES AVAILABLE OBSERVE
WELDING PROCEDURE SPECIFICATIONS (WPS) AVAILABLE
1705.2.2
SDI 2011 –
STANDARD FOR
QA/QC 1.3,
APP. 1 TABLE 1.3
OBSERVE
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
INSPECTION TASKS PRIOR TO WELDING
DOCUMENT ACCEPTANCE OR REJECTION OF INSTALLATION
OF DECK AND DECK ACCESORIES PERFORM
VERIFY DECK MATERIALS ARE REPRESENTED BY THE MILL
CERTIFICATIONS THAT COMPLY WITH THE APPROVED
CONSTRUCTION DOCUMENTS
PERFORM
VERIFY COMPLIANCE OF DECK AND ALL DECK ACCESSORIES
INSTALLATION WITH APPROVED CONSTRUCTION DOCUMENTS
1705.2.2
SDI 2011 –
STANDARD FOR
QA/QC 1.3,
APP. 1 TABLE 1.2
PERFORM
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
INSPECTION TASKS AFTER DECK PLACEMENT
DOCUMENT ACCEPTANCE OR REJECTION OF DECK AND DECK
ACCESSORIES PERFORM
VERIFY COMPLIANCE OF MATERIALS (DECK AND ALL DECK
ACCESSORIES) WITH APPROVED CONSTRUCTION
DOCUMENTS, INCLUDING PROFILES, MATERIAL PROPERTIES,
AND BASE METAL THICKNESS
1705.2.2
SDI 2011 –
STANDARD FOR
QA/QC 1.3,
APP. 1 TABLE 1.1
PERFORM
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
INSPECTION TASKS PRIOR TO DECK PLACEMENT
VERIFY THAT THE TEMPORARY INSTALLATION
RESTRAINT/BRACING AND THE PERMANENT INDIVIDUAL
TRUSS MEMBER RESTRAINT/BRACING ARE INSTALLED IN
ACCORDANCE WITH THE APPROVED TRUSS SUBMITTAL
PACKAGE FOR COLD-FORMED STEEL TRUSSES SPANNING 60
FEET OR GREATER
1705.2.4
APPROVED
TRUSS
SUBMITTAL
PERIODIC
INSPECTION OF WELDING REINFORCING STEEL 1705.3.1 PER CONCRETE CONSTRUCTION TABLE 1705.3
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL
INSPECT THE FABRICATED STEEL OR ERECTED STEEL FRAME
TO VERIFY COMPLIANCE WITH THE DETAILS AS SHOWN ON
THE CONSTRUCTIONS DOCUMENTS, SUCH AS BRACES,
STIFFENERS, MEMBER LOCATIONS, AND PROPER
APPLICATION OF JOINT DETAILS AT EACH CONNECTION
PERIODIC
PLACEMENT OF ANCHOR RODS AND OTHER EMBEDMENTS
SUPPORTING STRUCTURAL STEEL: VERIFY THE DIAMETER,
GRADE, TYPE, AND LENGTH OF THE ANCHOR ROD OR
EMBEDDED ITEM AND THE EXTENT OR DEPTH OF EMBEDMENT
INTO THE CONCRETE PRIOR TO PLACEMENT OF CONCRETE
AISC N5.8
PERIODIC
REVIEW THE MATERIAL TEST REPORTS AND CERTIFICATIONS
FOR STEEL COMPONENTS FOR COMPLIANCE WITH THE
CONSTRUCTION DOCUMENTS, INCLUDING PRIMARY STEEL
ELEMENTS, STEEL CASTINGS AND FORGINGS, FASTENERS,
DECK FASTENERS, ANCHOR RODS AND THREADED RODS,
WELDING CONSUMABLES, HEADED STUD ANCHORS, WELDING
FILLER METAL AND FLUXES, WELDING PROCEDURE
SPECIFICATIONS (WPS), PROCEDURE QUALIFICATION
RECORDS FOR WPS THAT ARE NOT PREQUALIFIED, WELDING
PERSONNEL QUALIFICATION RECORDS AND CONTINUITY
RECORDS, FABRICATOR’S WRITTEN QUALITY CONTROL
MANUAL, AND ERECTOR’S QUALITY CONTROL MANUAL 1705.2.1
AISC N5.2 PERIODIC
PERFORM A
ONE-TIME REVIEW
OF EACH
APPLICABLE ITEM
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
REQUIRED SPECIAL INSPECTIONS OF STRUCTURAL STEEL CONSTRUCTION
ISSUE DATE DESCRIP.
TNMO AAN
SERPOFS GNDR
MENUEZ
NATE J.
No.15739 PE
A
T
N
IGSI
E
O L EREE ERIENCOPYRIGHT 2022
12/19/2022 10:17:22 AMS0.3
ISSUE FOR PERMIT
19 DEC 22
2105CITY OF BOZEMANFIRE STATION #2575 WEST KAGY BLVD, BOZEMAN, MONTANA 59715STATEMENT OF SPECIALINSPECTIONSVERIFY THE TEMPORARY INSTALLATION RESTRAINT/BRACING
AND THE PERMANENT INDIVIDUAL TRUSS MEMBER
RESTRAINT/BRACING ARE INSTALLED IN ACCORDANCE WITH
THE APPROVED TRUSS SUBMITTAL PACKAGE FOR METAL-
PLATE CONNECTED WOOD TRUSSES SPANNING 60 FEET OR
GREATER
1705.5.2
APPROVED
TRUSS
SUBMITTAL
PERIODIC
HIGH-LOAD DIAPHRAGMS: INSPECT THE WOOD STRUCTURAL
PANEL SHEATHING FOR CONFORMANCE WITH THE
APPROVED CONSTRUCTION DOCUMENTS. VERIFY THE
NOMINAL SIZE OF FRAMING MEMBERS AT ADJOINING PANEL
EDGES, THE NAIL OR STABLE DIAMETER AND LENGTH, THE
NUMBER OF FASTENER LINES, AND THAT THE SPACING
BETWEEN FASTENERS IN EACH LINE AND AT EDGE MARGINS
CONFORMS TO THE APPROVED CONSTRUCTION
DOCUMENTS.
1705.5.1 PERIODIC
PREFABRICATED WOOD STRUCTURAL ELEMENTS AND
ASSEMBLIES: INSPECTION OF FABRICATION AND
IMPLEMENTATION PROCEDURES
1705.5 PERIODIC
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
INSPECTION OF WOOD CONSTRUCTION
NAILING, BOLTING, ANCHORING, AND OTHER FASTENING OF
COMPONENTS WITHIN THE SEISMIC FORCE-RESISTING
SYSTEM, INCLUDING WOOD SHEAR WALLS, WOOD
DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR PANELS, AND
HOLD-DOWNS
1705.11.1 PERIODIC
NOT REQUIRED FOR
SHEARWALL OR
DIAPHRAGMS
WHERE FASTENER
SPACING IS MORE
THAN 4” ON CENTER
FIELD GLUING OPERATIONS OF ELEMENTS OF THE SEISMIC
FORCE-RESISTING SYSTEM 1705.11.1 CONTINUOUS
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
INSPECTION OF WOOD CONSTRUCTION FOR SEISMIC RESISTANCE
ANCHORAGE OF STORAGE RACKS 8 FEET OR GREATER IN
HEIGHT IN STRUCTURES ASSIGNED TO SEISMIC DESIGN
CATEGORY D, E, OR F
1705.12.7 PERIODIC
ANCHORAGE OF ACCESS FLOORS IN STRUCTURES ASSIGNED
TO SEISMIC DESIGN CATEGORY D, E, OR F 1705.12.5.1 PERIODIC
ERECTION AND FASTENING OF EXTERIOR CLADDING,
INTERIOR AND EXTERIOR NONBEARING WALLS, AND INTERIOR
AND EXTERIOR VENEER IN STRUCTURES ASSIGNED TO
SEISMIC DESIGN CATEGORY D, E, OR F
1705.12.5 PERIODIC
NOT REQUIRED
FOR: EXTERIOR
CLADDING,
INTERIOR AND
EXTERIOR
NONBEARING
WALLS, AND
INTERIOR AND
EXTERIOR VENEER
30 FEET OR LESS IN
HEIGHT ABOVE
GRADE OR
WALKING SURFACE;
EXTERIOR
CLADDING AND
INTERIOR AND
EXTERIOR VENEER
WEIGHING 5 PSF OR
LESS; INTERIOR
NONBEARING
WALLS WEIGHING
15 PSF OR LESS
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
INSPECTION OF ARCHITECTURAL COMPONENTS FOR SEISMIC RESISTANCE
INSTALLATION OF MECHANICAL AND ELECTRICAL
EQUIPMNENT, INCLUDING DUCT WORK, PIPING SYSTEMS AND
THEIR STRUCTURAL SUPPORTS, WHERE AUTOMATIC FIRE
SPRINKER LYSTEMS ARE INSTALLED IN STRUCTURES
ASSIGNED TO SEISMIC DESIGN CATEGORY C, D, E OR F TO
VERIFY ONE OF THE FOLLOWING: MINIMUM CLEARANCES
HAVE BEEN PROVIDED AS REQUIRED BY SECTION 13.2.3
ASCE/SEI 7 OR A NOMINAL CLEARANCE OF NOT LESS THAN 3
INCHES (76 MM) HAS BEEN PROVIDED BETWEEN FIRE
PROTECTION SPRINKER SYSTEM DROPS AND SPRIGS AND:
STRUCTURAL MEMBERS NOT USED COLLECTIVELY OR
INDEPENDENTLY TO SUPPORT THE SPRINKLERS; EQUIPMENT
ATTACHED TO THE BUILDING STRUCTURE; AND OTHER
SYSTEMS’ PIPING
1705.12.6.6 ASCE 7-16
SECTION 13.2.3 PERIODIC
WHERE FLEXIBLE
SPRINKLER HOSE
FITTINGS ARE
USED, SPECIAL
INSPECTION OF
MINIMUM
CLEARANCES IS
NOT REQUIRED.
INSTALLATION AND ANCHORAGE OF VIBRATION ISOLATION
SYSTEMS IN STRUCTURES ASSIGNED TO SEISMIC DESIGN
CATEGORY C, D, E OR F WHERE THE CONSTRUCTION
DOCUMENTS REQUIRE A NOMINAL CLEARANCE OF 1/4 INCH
OR LESS BETWEEN THE EQUIPMENT SUPPORT FRAME AND
RESTRAINT
1705.12.6.5 PERIODIC
INSTALLATION AND ANCHORAGE OF DUCTWORK DESIGNED TO
CARRY HAZARDOUS MATERIALS IN STRUCTURES ASSIGNED
TO SEISMIC DESIGN CATEGORY C, D, E OR F
1705.12.6.4 PERIODIC
INSTALLATION AND ANCHORAGE OF PIPING SYSTEMS
DESIGNED TO CARRY HAZARDOUS MATERIALS AND THEIR
ASSOCIATED MECHANICAL UNITS IN STRUCTURES ASSIGNED
TO SEISMIC DESIGN CATEGORY C, D, E OR F
1705.12.6.3 PERIODIC
ANCHORAGE OF OTHER ELECTRICAL EQUIPMENT IN
STRUCTURES ASSIGNED TO SEISMIC DESIGN
CATEGORY E OR F
1705.12.6.2 PERIODIC
ANCHORAGE OF ELECTRICAL EQUIPMENT FOR EMERGENCY
OR STANDBY POWER SYSTEMS IN STRUCTURES ASSIGNED TO
SEISMIC DESIGN CATEGORY C, D, E OR F
1705.12.6.1 PERIODIC
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
INSPECTION OF MECHANICAL AND ELECTRICAL COMPONENTS FOR SEISMIC RESISTANCE
PROOF TESTING OF DEEP FOUNDATION ELEMENTS
PROJECT
GEOTECHNICAL
REPORT
PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL
MATERIALS TABLE 1705.6
PROJECT
GEOTECHNICAL
REPORT
PERIODIC
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY
TESTING OF SOILS AND FOUNDATIONS
AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE
SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR
CONTENT TESTS, AND DETERMINE TEMPERATURE OF
CONCRETE
ASTM C172
ACI 318-14: 26.4
AND 26.12
FOR EACH SPECIMEN
CONCRETE STRENGTH TEST SPECIMENS
TABLE 1705.3
ASTM C31 AND
C39
FOR EACH CLASS OF CONCRETE
(E.G. FOOTINGS, WALLS, OR SLAB
ON GRADE), ONE SET OF
SPECIMENS EACH DAY OR LESSER
OF: ONE SET FOR EACH 150 YDS
OF CONCRETE OR ONE SET FOR
EACH 5,000 SQUARE FEET OF
SLABS OR WALL
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY
TESTING OF CONCRETE CONSTRUCTION
VERIFICATION OF f’m PRIOR TO CONSTRUCTION (BY THE UNIT
STRENGTH METHOD) AND DURING CONSTRUCTION (BY THE
PRISM METHOD)
PRIOR TO CONSTRUCTION AND
FOR EACH 5,000 SQUARE FEET
DURING CONSTRUCTION
VERIFICATION OF PROPORTIONS OF MATERIALS IN PREMIXED
OR PREBLENDED MORTAR, PRESTRESSING GROUT, AND
GROUT OTHER THAN SELF-CONSOLIDATING GROUT, AS
DELIVERED TO THE PROJECT SITE
CONTINUOUS
VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX
AS DELIVERED TO THE PROJECT SITE FOR SELF
CONSOLIDATING GROUT
1705.4 TMS TABLE
1.19.3
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY
TESTING OF MASONRY CONSTRUCTION LEVEL 3 QUALITY ASSURANCE
VERIFICATION OF f’m BY THE PRISM METHOD
(3) PRISMS FOR EACH 5,000
SQUARE FEET OF WALL AREA
FROM MASONRY THAT IS AT LEAST
28 DAYS OLD.
VERIFICATION OF f’m PRIOR TO CONSTRUCTION BY THE UNIT
STRENGTH METHOD
VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX
AS DELIVERED TO THE PROJECT SITE FOR SELF
CONSOLIDATING GROUT
1705.4 TMS TABLE
1.19.2
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY
TESTING OF MASONRY CONSTRUCTION LEVEL 2 QUALITY ASSURANCE
DOCUMENT ALL WELD NON-DESTRUCTIVE TESTING
PERFORMED. WHEN A WELD IS REJECTED ON THE BASIS OF
WELD NON-DESTRUCTIVE TESTING, THE WELD
NON-DESTRUCTIVE TESTING RECORD SHALL INDICATE THE
LOCATION OF THE DEFECT AND THE BASIS OF REJECTION.
AISC N5.5G DOCUMENT
THERMALLY CUT SURFACES OF ACCESS HOLES SHALL BE
TESTED USING MAGNETIC PARTICLE TESTING OR PENETRANT
TESTING, WHEN THE FLANGE THICKNESS EXCEEDS 2 INCHES
FOR ROLLED SHAPES, OR WHEN THE WEB THICKNESS
EXCEEDS 2 INCHES FOR BUILT-UP SHAPES.
AISC M2.2 PERFORM
CJP GROOVE WELD NON-DESTRUCTIVE TESTING: ULTRASONIC
TESTING SHALL BE PERFORMED ON WELDS SUBJECT TO
TRANSVERSELY APPLIED TENSION LOADING IN BUTT, T- AND
CORNER JOINTS, IN MATERIALS 5/16 INCHES OR THICKER
1705.2
AISC N5.5.B
ALL JOINTS FOR BUILDINGS IN
RISK CATEGORY III OR IV
BUILDINGS; 10% OF JOINTS IN RISK
CATEGORY II (INCREASE OR
DECREASE RATE PER AISC N5.5F
AND N5.5E, AS REQUIRED)
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY
TESTING OF STEEL CONSTRUCTION
DOCUMENT ACCEPTANCE OR REJECTION OF STEEL
ELEMENTS PERFORM
PLACEMENT AND INSTALLATION OF STEEL HEADED STUD
ANCHORS PERFORM
PLACEMENT AND INSTALLATION OF STEEL DECK
1705.2.1 AISC TABLE
N6.1
PERFORM
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
INSPECTION OF STRUCTURAL STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO...
DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED
CONNECTIONS 1705.2.1 AISC TABLE
N5.6-3 PERFORM
SEE NOTES FOR
EXCEPTIONS WHEN
WORK IS
COMPLETED BY AN
APPROVED
FABRICATOR/
INSTALLER
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
REQUIRED SPECIAL INSPECTION TASKS AFTER BOLTING STRUCTURAL STEEL
FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE
RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM
THE MOST RIGID POINT TOWARD THE FREE EDGES
OBSERVE
FASTENER COMPONENT NOT TURNED BY THE WRENCH
PREVENTED FROM ROTATING OBSERVE
JOINT BROUGHT TO SNUG-TIGHT CONDITION PRIOR TO THE
PRETENSIONING OPERATION OBSERVE
FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN
ALL HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS
REQUIRED
1705.2.1 AISC TABLE
N5.6-2
OBSERVE
SEE NOTES FOR
EXCEPTIONS WHEN
WORK IS
COMPLETED BY AN
APPROVED
FABRICATOR/
INSTALLER
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
REQUIRED SPECIAL INSPECTION TASKS DURING BOLTING STRUCTURAL STEEL
(NOT REQUIRED FOR SNUG-TIGHT JOINTS)
PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS,
AND OTHER FASTENER COMPONENTS OBSERVE
PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION
PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER
ASSEMBLIES AND METHODS USED
OBSERVE
CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE
FAYING SURFACE CONDITION AND HOLE PREPARATION, IF
SPECIFIED, MEET APPLICABLE REQUIREMENTS
OBSERVE
PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL OBSERVE
PROPER FASTENERS SELECTED FOR THE JOINT DETAIL
(GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE
EXCLUDED FROM SHEAR PLANE)
OBSERVE
FASTENERS MARKED IN ACCORDANCE WITH ASTM
REQUIREMENTS
1705.2.1 AISC TABLE
N5.6-1
PERFORM
SEE NOTES FOR
EXCEPTIONS WHEN
WORK IS
COMPLETED BY AN
APPROVED
FABRICATOR/
INSTALLER
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
REQUIRED SPECIAL INSPECTION TASKS PRIOR TO BOLTING STRUCTURAL STEEL
NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE
APPROVAL OF THE EOR OBSERVE
DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT
OR MEMBER PERFORM
REPAIR ACTIVITIES PERFORM
BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED
BY THE CONSTRUCTION DOCUMENTS)PERFORM
WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND
BUILT-UP SHAPES: AFTER ROLLED HEAVY SHAPES (SEE
SECTION A3.1c) AND BUILT-UP HEAVY SHAPES (SEE SECTION
A3.1d) ARE WELDED, VISUALLY INSPECT THE WELD ACCESS
HOLE FOR CRACKS
PERFORM
K-AREA: WHEN WELDING DOUBLER PLATES, CONTINUITY
PLATES, OR STIFFENERS HAS BEEN PERFORMED IN THE
k-AREA OF ROLLED SHAPES, VISUALLY INSPECT THE WEB FOR
k-AREA CRACKS WITHIN 3” OF THE WELD
PERFORM
ARC STRIKES PERFORM
WELDS MEET VISUAL ACCEPTANCE CRITERIA: CRACK
PROHIBITION, WELD/BASE-METAL FUSION, CRATER CROSS
SECTION, WELD PROFILES, WELD SIZE, UNDERCUT, POROSITY
PERFORM
SIZE, LENGTH, AND LOCATION OF WELDS PERFORM
WELDS CLEANED
1705.2.1 AISC TABLE
N5.4-3
OBSERVE
SEE NOTES FOR
EXCEPTIONS WHEN
WORK IS
COMPLETED BY AN
APPROVED
FABRICATOR/
INSTALLER
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
REQUIRED SPECIAL INSPECTION TASKS AFTER WELDING STRUCTURAL STEEL
PLACEMENT AND INSTALLATION OF STEEL HEADED STUD
ANCHORS PERFORM
WELDING TECHNIQUES: INTERPASS AND FINAL CLEANING,
EACH PASS WITHIN PROFILE LIMITATIONS, EACH PASS MEETS
QUALITY REQUIREMENTS
OBSERVE
WPS FOLLOWED: SETTINGS ON WELDING EQUIPMENT, TRAVEL
SPEED, SELECTED WELDING MATERIALS, SHIELDING GAS
TYPE/FLOW RATE, PREHEAT APPLIED, INTERPASS
TEMPERATURE MAINTAINED, PROPER WELDING POSITION
OBSERVE
ENVIRONMENTAL CONDITIONS: WIND SPEED WITHIN LIMITS,
PRECIPITATION AND TEMPERATURE OBSERVE
NO WELDING OVER CRACKED TACK WELDS OBSERVE
CONTROL AND HANDLING OF WELDING CONSUMABLES:
PACKAGING, EXPOSURE CONTROL
1705.2.1 AISC TABLE
N5.4-2
OBSERVE
SEE NOTES FOR
EXCEPTIONS WHEN
WORK IS
COMPLETED BY AN
APPROVED
FABRICATOR/
INSTALLER
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
REQUIRED SPECIAL INSPECTION TASKS DURING WELDING STRUCTURAL STEEL
FIT-UP OF FILLET WELDS: DIMENSIONS (ALIGNMENT, GAPS AT
ROOT), CLEANLINESS (CONDITION OF STEEL SURFACE),
TACKING (TACK WELD QUALITY AND LOCATION)
OBSERVE
CONFIGURATION AND FINISH OF ACCESS HOLES OBSERVE
FIT-UP OF CJP GROOVE WELDS OF HSS T-, Y- AND K-JOINTS
WITHOUT BACKING (INCLUDING JOINT GEOMETRY): JOINT
PREPARATIONS, DIMENTIONS (ALIGNMENT, ROOT OPENING,
ROOT FACE, BEVEL), CLEANLINESS (CONDITION OF STEEL
SURFACES), TACKING (TACK WELD QUALITY AND LOCATION)
OBSERVE
FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY):
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)
OBSERVE
WELDER IDENTIFICATION SYSTEM OBSERVE
MATERIAL IDENTIFICATION (TYPE/GRADE)OBSERVE
MANUFACTURER CERTIFICATIONS FOR WELDING
CONSUMABLES AVAILABLE PERFORM
WELDING PROCEDURE SPECIFICATIONS AVAILABLE PERFORM
WELDER QUALIFICATION RECORDS AND CONTINUITY
RECORDS
1705.2.1 AISC TABLE
N5.4-1
OBSERVE
SEE NOTES FOR
EXCEPTIONS WHEN
WORK IS
COMPLETED BY AN
APPROVED
FABRICATOR/
INSTALLER
TASK IBC
REFERENCE
REFERENCE
STANDARD FREQUENCY REMARKS
REQUIRED SPECIAL INSPECTION TASKS PRIOR TO WELDING STRUCTURAL STEEL
ISSUE DATE DESCRIP.