HomeMy WebLinkAboutStatement of Special InspectionsStatement of Special Inspections
Project: Storage Buildings for Glenwood Springs
Location: Glenwood Springs, CO
Owner/Contractor/Builder: Mark Gould
Design Professional in Responsible Charge: Joel HowarcL PE
This Statement of Special Inspections is submitted in accordance with Section 1704.3 of the 2015 International
Building Code. It includes a Schedule of Special Inspection Services applicable to the above -referenced Project
as well as the identity of the individuals, agencies, or firms intended to be retained for conducting these
inspections. If applicable, it includes Requirements for Seismic Resistance and/or Requirements for Wind
Resistance. This Statement of Special Inspections encompass the following disciplines:
® Structural ❑ Mechanical/Electrical/Plumbing
❑ Architectural ❑ Other:
❑ Yes ® No
Are Requirements for Seismic Resistance included in the Statement of Special Inspections?
Are Requirements for Wind Resistance included in the Statement of Special Inspections? ❑ Yes ® No
The Special Inspector(s) shall keep records of all inspections and shall furnish interim inspection reports to the
Building Official and to the Registered Design Professional in Responsible Charge at a frequency agreed upon
by the Design Professional and the Building Official prior to the start of work. Discrepancies shall be brought to
the immediate attention of the Contractor for correction. If the discrepancies are not corrected, the
discrepancies shall be brought to the attention of the Building Official and the Registered Design Professional in
Responsible Charge prior to completion of that phase of work. A Final Report of Special Inspections
documenting required special inspections and corrections of any discrepancies noted in the inspections shall be
submitted to the Building Official and the Registered Design Professional in Responsible Charge at the
conclusion of the project.
Frequency of interim report submittals to the Registered Design Professional in Responsible Charge:
_Weekly _Bi-Weekly _Monthly Other; specify: Not Required
The Special Inspection program does not relieve the Contractor of the responsibility to comply with the Contract
Documents. Jobsite safety and means and methods of construction are solely the responsibility of the
Contractor.
Statement of Special Inspections Prepared by:
Joel Howard
Type or prin e
02/18/2026
Signature Date
Building Official's Acceptance.
Signature
Permit Number:
Date
Frequency of interim report submittals to the Building Official:
.•��, 02/1
_Monthly _Bi- Monthly _Upon Completion Other; specify:
SCHEDULE OF SPECIAL INSPECTION SERVICES
PROJECT
APPLICABLE
TO THIS PROJECT
MATERIAL / ACTIVITY
SERVICE
Y/N
EXTENT
AGENT*
DATE COMPLETED
1704.2.5 Inspection of
N
Fabricators
1705.1.1 Special Cases
N
1705.2 Steel Construction
N
1705.3 Concrete Construction
N
1705.4 Masonry Construction
N
1705.5 Wood Construction
N
1705.6 Soils
Y
1. Verify materials below shallow
Foundations are adequate to achieve
Field inspection
Y
Periodic
'the design bearing capacity.
2. Verify excavations are extended to
proper depth and have reached
Field inspection
Y
Periodic
,proper material.
:3. Perform classification and testing
Field inspection
Y
Periodic
of controlled fill materials.
4. Verify use of proper materials,
densities, and lift thicknesses during
Field inspection
Y
Continuous
placement and compaction of
controlled fill
5. Prior to placement of compacted
fill, inspect subgrade and verify that
Field inspection
Y
Periodic
site has been prepared proped
1705.7 Driven Deep
N
Foundations
1705.8 Cast -in -Place Deep
N
Foundations
1705.9 Helical Pile Foundations
N
1705.11.1 Structural Wood
Special Inspections For Wind
N
Resistance
1705.11.2 Cold -formed Steel
Special Inspections For Wind
N
Resistance
1705.11.3 Wind -resisting
N
Components
1705.12.1 Structural Steel
Special Inspections for Seismic
N
Resistance
1705.12.2 Structural Wood
Special Inspections for Seismic
N
Resistance
1705.12.3 Cold -formed Steel
Light -Frame Construction
N
Special Inspections for Seismic
Resistance
* INSPECTION AGENTS
FIRM ADDRESS TELEPHONE NO.
1.
2
3.
4.
Pugs 1 The inspection and testing agents) shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractor whose work is to be inspected or
tested. Any conflict of interest must be disclosed to the Building Official prior to commencing work. The qualifications of the Special Inspector(s) and/or
testing agencies may be subject to the approval of the Building Official and/or the Design Professional.
2. The list of Special Inspectors may be submitted as a separate document, if noted so above.
3. Special Insepctions as required by Section 1704 2.5 are not required where the fabricator is approved in accordance with IBC Section 1704.2.5.1
4. Observe on a random basis, operations need not be delayed pending these inspections. Perform these tasks for each welded joint, boiled connection, or steel element.
5. NOT of welds completed in an approved fabricator's shop may be performed by that fabricator when approved by the AHJ. Refer to AISC 360, N7.
Requirements for Seismic Resistance included in the Statement of Special Inspections? Yes
Are Requirements for Wind Resistance included in the Statement of Special Inspections? Yes
DATE: 02/18/2026
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