Page 1
LOCAL MUNICIPALITIES SPECIAL INSPECTION PROCEDURE
IBC CHAPTER 17, 2018 EDITION
When Required
All projects that require a SC Licensed Architect or Engineer per SC Architectural and Engineering Registration Law.
Overview
The program consists of the following forms, which must be filled out and submitted to the building department by the
SC Design Professional in Responsible Charge, Contractor and Individuals and Firms performing special inspections.
The forms are as follows:
Owners Acknowledgement and Identification of the Design Professional in Responsible Charge
Earthquake and Wind Design Data Form
Contractors Statement of Responsibility
The Individual and Firms Performing Special Inspections
The Statement “Schedule” of Special Inspections
(All above forms shall be submitted at the time of application for Plan Review)
Final Report of Special Inspections
(Shall be submitted at the time of structural completion)
Owners Acknowledgement and Identification of the Design Professional in Responsible Charge
The Owner shall provide the appropriate information and sign the form to acknowledge that he/she is the owner of the
project and that he/she has contracted with the Design Professional in Responsible Charge to administer special
inspections. This form also provides the general information about the project and identifies the SC Design Professional
in Responsible Charge as required in IBC Section 107.1. This form is submitted as a condition for permit issuance and
as a commitment to Special Inspections.
Earthquake and Wind Design Data Form
This form is to be completed by the Structural Engineer and must be consistent with the Structural Analysis on the
construction documents.
Contractor’s Statement of Responsibility
This form is to be filled out by the contractor.
The Individual and Firms Performing Special Inspections
The qualifications for the inspector will be specific to the inspection performed. The minimum qualifications will be as
listed by the SCLLR Qualification Requirements for Special Inspectors, or as approved by the Building Official. The
forms will be reviewed by the Local Municipality, Building Official for completeness.
Statement “Schedule” of Special Inspections
This form is to be completed by the Design Professional in Responsible Charge. It is a complete list of all required
inspections. A Y” is to be entered in each box where inspections are required for the project and a “N” where they are
not.
Final Report of Special Inspections
The SC Design Professional in Responsible Charge shall review all field reports for all inspections performed. The Final
Report of Special Inspections shall then be completed, sealed and signed by the SC Professional Engineer of Special
Inspection Firm.
Field Reports
All field reports generated from the inspections must be kept on the jobsite in a binder with the City of Greenville approved
drawings and contain the following information:
The project name and Permit Number
The project address
The name address and phone number of the individual/firm performing the inspection and generating the
report
The IBC Section referenced on the Statement “Schedule” of Special Inspections. The criteria for each
inspection must be performed as outlined (periodic or continuous).
Page 2
OWNERS ACKNOWLEDGEMENT AND
IDENTIFICATION OF THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE
Project: Application No.
Project location:
Project Owner:
Address:
Email: Phone:
I hereby acknowledge that I am the owner of the project referenced above and I have contracted with the
design professional listed below to act as my agent in contracting and coordinating the required special
inspections for the project.
Owners Signature Date
SC Registered Design Professional in Responsible Charge:
Name: License Number: SC
Firm (optional):
Phone: E-Mail Address:
This Owners Acknowledgement and Identification of the Design Professional in Responsible Charge is submitted as a condition for
permit issuance in accordance with the Special Inspection requirements of the International Building Code, Chapter 17. It includes a
Schedule of Special Inspection Services applicable to this project as well as the name of the Special Inspector(s) and the identity of
other approved agencies that are to be retained for conducting these inspections.
The Special Inspector shall keep records of all inspections and shall furnish inspection reports to the Design Professional in Responsible
Charge and the Building Official. Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction.
If such discrepancies are not corrected, the discrepancies shall be brought to the attention of the Design Professional in Responsible
Charge and the Building Official. The Special Inspection program does not relieve the Contractor of his or her responsibilities.
A Final Report of Special Inspections documenting completion of all required Special Inspections and correction of any discrepancies
noted in the inspections shall be submitted prior to issuance of a Certificate of Occupancy.
Job site safety and means and methods of construction are solely the responsibility of the Contractor.
Design Professional in
Responsible Charge:
Signature Date
Reviewed by Code Official
Type or print name
Signature Date
Firm Seal
Individual Seal
Page 3
Earthquake and Wind Design Data Form
IBC Section 1609 Wind Loads and Section 1613 for Earthquake Loads
Project Application No.
IBC Section 1603.1.5 “The following information related to seismic loads shall be shown, regardless of
whether seismic loads govern the design of the lateral-force-resisting system of the structure”:
1. Risk Category Importance Factor
IBC 1604.5 (IBC Table 1604.5) 2016 ASCE 7, Table 1.5-2
2. Mapped spectral response accelerations S
S
and S
1
.
USGS website, http://earthquake.usgs.gov/, IBC1613.2.1
3. Site Class: .
IBC Section 1613.2.2 - Verify by soil test 1803.2, 2010 ASCE 7, Table 20.3-1
4. Spectral Response Coefficients S
DS
, S
D1
.
IBC Table 1613.2.3(1) and 1613.2.3(2), (Equations 16-38 and 16-39)
5. Seismic Design Category .
IBC Section 1613.2.5 and IBC Tables 1613.2.5(1) and 1613.2.5(2) Note: Most severe shall apply.
6. Basic Seismic Force Resisting System
7. Design Base Shear
Seismic Response Coefficient(s) C
S
ASCE 7 Section 12.8.1.1, (equation) 12.8-2
8. Response Modification Factor(s), R
9. Analysis procedure used
IBC Section 1603.1.4 “The following information related to winds loads shall be shown, regardless of whether
wind loads govern the design of the lateral-force-resisting system of the building”:
1. Ultimate Design Wind Speed (3 Second Gusts) V
ult
and (Nominal) V
asd
IBC Section 1609.3.1 (Equation 16-33)
2. Risk Category
3. Wind Exposure
IBC 1604.5 (IBC Table 1604.5)
IBC Section 1609.4.3
4. Applicable Internal Pressure Coefficient
5. Design wind pressures to be used for exterior component and cladding materials (psf)
A SC Licensed Engineer to affix seal on this document
and provide phone number.
Name
Firm
Phone
Email
Firm Seal
Individual Seal
Page 4
Contractor Statement of Responsibility
Project Application No.
IBC 1704.4 Contractor(s) responsibility: For the construction of a seismic-force-resisting system,
designated seismic system, wind or seismic resisting component listed the Statement of Special
Inspections.
Project Name:
Project Address:
Contractor’s Name:
Contractors Phone Number:
Contractor’s E-Mail Address:
Contractor’s License Number:
Contractors Address:
1. I hereby acknowledge that I have read and am aware of the special requirements contained in the
Statement of Special Inspections.
2. I hereby acknowledge that control will be exercised to obtain conformance with the construction
documents reviewed by the Building Official.
3. The reports will be put in a 3 ring binder that is kept on the job site with the Reviewed
Plans/Documents. The documents in the binder shall be kept in the order referenced in the “Statement of
Special Inspections”
4. Upon entry of the “Final Report of Inspections” the Special Inspection Binder shall be delivered to:
Local Municipality Building Department
5. Control of this process will be exercised by:
Name: Phone: E-Mail Address:
Position in the Organization:
Signature Date
Print Name
Page 5
INDIVIDUALS AND FIRMS PERFORMING SPECIAL INSPECTIONS
(MUST BE LICENSED OR REGISTERED WITH SCLLR)
Project Application No.
Inspectors performing work on the project, that are not licensed by SCLLR as a Special Inspector, EIT, or PE will
be submitted to SCLLR for performance of work without a license.
SPECIAL INSPECTOR
PHONE / EMAIL
CLASSIFICATION(S)
1
2
3
4
5
6
7
8
9
10
11
12
SPECIAL INSPECTORS REGISTRATION CLASSIFICATIONS
(RC) Reinforced Concrete
(PTC) Post-tension Cables
(SR) Seismic Resistance
(SW) Welding
(FP) Sprayed Fire Resistive Material
(RB) Retention Basins
(HSB) High Strength Bolting
(EIFS) Exterior Insulation and Finish System
(DF) Deep Foundations
(SF) Steel Frame
(SC) Smoke Control
(SM) Structural Masonry
(NDT) Non-destructive Testing
(PCF) Pre-cast Fabrication
(MRW) Modular Retaining Walls
(EW) Earth Work which includes Excavation and Filling, and, Verification of Soils
Page 6
STATEMENT “Schedule” OF SPECIAL INSPECTIONS
2018 IBC SECTION 1705
Project Application No.
Design Professional License No.
Category
Item #
Verification & Inspection
Continuous
Periodic
Req.
Y / N
Reference Standard or
Compliance Document
IBC Reference
Special Inspector
1704.2.4 Report Requirement
Rep.
1
Special Inspector to keep record of
special inspections and furnish
inspection reports to the building
official and to the Registered design
professional in responsible charge.
--
1704.2.4
1704.2.5 Inspection of Fabricated Items
Fab.
1
Work done in fabricator shop
requires inspector unless the
fabricator is registered and approved
according to IBC 1704.2.5.1. Where
fabricator is approved, provide
fabricator certification document.
--
1704.2.5
Document
Required
Fab.
2
At completion of fabrication, submit
certificate of compliance to building
official stating the work was
performed in accordance with the
approved construction documents.
--
1704.2.5.1
Document
Required
1704.3 Statement of Special Inspections
Rep.
A registered design professional in
responsible charge shall prepare a
statement of special inspections
--
1704.3
(THIS
DOCUMENT)
1704.4 Contractor Responsibility
Rep.
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
in the statement of special
inspections shall submit a written
statement of responsibility.
--
1704.4
(Page 4
Document
required)
1704.5 Submittals to the Building Official
Rep.
In addition to the submittal reports of
special inspections and tests in
accordance with Section 1704.2.4,
reports and certificates shall be
submitted by the owner or owner’s
authorized agent to the building
official for each of the following.
--
1704.5
Rep.
1
Certificates of compliance for the
fabrication of structural, load-bearing
or lateral load-resisting members or
assemblies on the premises of a
registered and approval fabricator in
accordance with Section 1704.2.5.1
--
Section 1704.2.5.1
(Fabricator)
1704.5
Rep.
2
Certificates of compliance for the
seismic qualification of nonstructural
components, supports and
attachments in accordance with
Section 1705.13.2
--
Section 1705.13.2
1704.5
Page 7
Category
Item #
Verification & Inspection
Continuous
Periodic
Req
Y / N
Reference Standard or
Compliance Document
IBC Reference
Agent
Rep.
3
Certificates of compliance for
designated seismic systems in
accordance with Section 1705.13.3
--
Section 1705.13.3
1704.5 and
1704.3.2
Rep.
4
Reports of preconstruction tests for
shotcrete in accordance with Section
1908.5
--
Section 1908.5
1704.5
Rep.
5
Certificates of compliance for open
web steel joist and joist girders in
accordance with Section 2207.5
--
Section 2207.5
1704.5
Rep.
6
Reports of material properties
verifying compliance with the
requirements of AWS D1.4 for
weldability as specified in Section
26.6.4. of ACI 318 for reinforcing bar
in concrete complying with a
standard other than ASTM A 706 that
are to be welded
--
AWS D1.4 Section 26.6.4
of ACI 318
ASTM A706
1704.5
Rep.
7
Reports of mill tests in accordance
with Section 20.2.2.5 of ACI 318 for
reinforcing bars complying with
ASTM A615 and used to resist
earthquake-induced flexural or axial
forces in the special moment frames,
special structural walls or coupling
beams connecting special structural
walls of seismic force-resisting
systems in structures assigned to
Seismic Design Category B, C, D, E,
or F
--
Section 20.2.2.5 of ACI 318
ASTM A615
1704.5
1704.6 Structural Observation
Rep.
The owner shall employ a registered
design professional to perform
structural observation. Prior to
commencement of observation, the
structural observer shall submit to the
building official a written statement
identifying frequency and extent of
structural observations.
--
1704.6.1,
1704.6.2, and
1704.6.3
1705.2.1 Steel Construction Inspection
Stl.
1
Structural Steel shall be in
accordance with the quality
assurance inspection requirements of
AISC 360
--
AISC 360
1705.2.1
1705.2.2 to 1705.2.4 Steel Construction other than Structural Steel Inspection
Stl.
1
Material verification of high-strength
bolts, nuts and washers
ASTM Standards
1705.2
Stl.
1a
Identification markings to conform to
ASTM standards specified in the
approved construction documents
--
AISC 360, Section A3.3 and
applicable ASTM material
standards
1705.2
Stl.
1b
Manufacturer’s certificate test reports
--
1705.2
Stl.
2
Inspection of welding
Stl
(str)
2a
Cold-formed steel deck
Stl.
(str)
2a
(1)
Floor and roof deck welds
--
AWS D1.3
1705.2
Page 8
Category
Item #
Verification & Inspection
Continuous
Periodic
Req
Y / N
Reference Standard or
Compliance Document
IBC Reference
Agent
Stl
(reinf)
2b
Reinforcing steel
--
1705.2
Stl.
(reinf)
2b
(1)
Verification of weldability of
reinforcing steel other than ASTM A
706
AWS D1.4
ACI 318: 3.5.2
1705.2
Stl
(reinf)
2b
(2)
Reinforcing steel-resisting flexural
and axial forces
--
AWS D1.4
ACI 318: 3.5.2
1705.2
Stl.
(reinf)
2b
(3)
Shear reinforcement
--
AWS D1.4
ACI 318: 3.5.2
1705.2
Stl.
(reinf)
2b
(4)
Other reinforcing steel
--
AWS D1.4
ACI 318: 3.5.2
1705.2
1705.2.3 Inspection of Open-web Steel Joist and Joist Girders
Stl.
1
Installation of open-web steel joist
and joist girders
Table 1705.2.3
Stl.
1a
End connections welding or bolted
--
SJI specification listed in
Section 2207.1
Table 1705.2.3
Stl.
1b
Bridging horizontal or diagonal
Table 1705.2.3
Stl.
1b
(1)
Standard bridging
--
SJI specification listed in
Section 2207.1
Table 1705.2.3
Stl.
1b
(2)
Bridging that differs from the SJI
specifications listed in Section 2207.1
--
Table 1705.2.3
1705.3 Concrete Construction
Conc.
1
Inspection of reinforcing steel
including prestressing tendons, and
placement
--
ACI 318 Ch. 20, 25.2, 25.3,
26.6.1-26.6.3, 35 and IBC
1908.4
Table 1705.3
Conc.
2
Reinforcing bar welding
Conc.
2a
Verify weldability of reinforcing bars
other than ASTM A 706
--
IBC 1905
AWS D1.4
ACI 318: 26.6.4
Table 1705.3
Conc.
2b
Inspect single-pass welds, maximum
5/16”
--
Table 1705.3
Conc.
2c
Inspect all other welds

--
Table 1705.3
Conc.
3
Inspection of anchors cast in
concrete
--
IBC 1905
ACI 318: 17.8.2
Table 1705.3
Conc.
4
Inspection of anchors post-installed
in hardened concrete members
Conc.
4a
Adhesive anchors installed in
horizontally or upwardly inclined
orientations
--
ACI 318: 17.8.2.4
Table 1705.3
Conc.
4b
Mechanical anchors and adhesive
anchors not defined in 4a
--
ACI 381: 17.8.2
Table 1705.3
Conc.
5
Verifying use of required design mix
--
ACI 318: Ch. 19, 26.4.3,
26.4.4
1904.1, 1904.2,
1908.2, 1908.3,
Table 1705.3
Page 9
Category
Item #
Verification & Inspection
Continuous
Periodic
Req
Y / N
Reference Standard or
Compliance Document
IBC Reference
Agent
Conc.
6
Prior to concrete placement, fabricate
specimens for strength tests, perform
slump and air content tests, and
determine the temperature of the
concrete
--
ASTM C172
ASTM C31
ACI 318: 26.5, 26.12
1908.10 &
Table 1705.3
Conc.
7
Inspection of concrete and shotcrete
placement for proper application
techniques
--
ACI 318: 26.5
1908.6, 1908.7,
1908.8, Table
1705.3
Conc.
8
Verify maintenance of specified
curing temperature and techniques
--
ACI 318: 26.5.3 26.5.5
1908.9 & Table
1705.3
Conc.
9
Inspection of pre-stressed concrete
Conc.
9a
Application of pre-stressing forces
--
ACI 318: 26.10
Table 1705.3
Conc.
9b
Grouting of bonded pre-stressing
tendon
--
Table 1705.3
Conc.
10
Inspect erection of precast concrete
members
--
ACI 318: Ch. 26.9
Table 1705.3
Conc.
11
Verification of in-situ concrete
strength, prior to stressing of tendons
in post-tensioned concrete and prior
to removal of shores and forms from
beams and structural slabs
--
ACI 318: 26.11.2
Table 1705.3
Conc.
12
Inspect formwork for shape, location
and dimensions of the concrete
member being formed
--
ACI 318: 26.11.1(b)
Table 1705.3
1705.4 Masonry Construction
Mas.
Masonry construction shall be
inspected and verified per standards

--
TMS 402 and TMS 602
1705.4
Mas.
1
Empirically design masonry, glass
unit masonry and masonry veneer in
Risk Category IV
--
Section 2109, 2110 or Chapter
14, Section 1604.5, shall
comply with TMS 602 Level
2
1705.4.1
Mas.
2
Vertical masonry foundation
elements
--
IBC Section 1705.4
1705.4.2
1705.5 Wood Construction
Wd
1
High-Load Diaphragms
--
IBC Sec. 2306.2, Sec 1704.2,
approved construction
drawings
1705.5.1
Wd
2
Metal-plate-connected wood trusses
spanning 60 feet or greater
--
Approved truss submittal
package (bracing)
1705.5.2
1705.6 Soils
Soil
1
Verify materials below shallow
foundations are adequate to achieve
the design bearing capacity
--
Table 1705.6
Soil
2
Verify excavations are extended to
proper depth and have reached
proper material
--
Table 1705.6
Soil
3
Perform classification and testing of
compacted fill materials
--
Table 1705.6
Soil
4
Verify use of proper materials,
densities and lift thicknesses during
placement and compaction of
compacted fill
--
Table 1705.6
Page 10
Category
Item #
Verification & Inspection
Continuous
Periodic
Req
Y / N
Reference Standard or
Compliance Document
IBC Reference
Agent
Soil
5
Prior to placement of compacted fill,
observe sub-grade and verify that
site has been prepared properly
--
Table 1705.6
1705.7 Driven Deep Foundation
Drv
1
Verify element materials, sizes and
lengths comply with the requirements
--
Table 1705.7
Drv
2
Determine capacities of test
elements and conduct additional load
tests, as required
--
Table 1705.7
Drv
3
Inspect driving operations and
maintain complete and accurate
records for each element
--
Table 1705.7
Drv
4
Verify placement locations and
plumbness, confirm type and size of
hammer, record number of blows per
foot of penetration, determine
required penetrations to achieve
design capacity, record tip and butt
elevations and document any
damage to foundation element
--
Table 1705.7
Drv
5
For steel elements, perform
additional inspections in accordance
with Section 1705.2
--
--
Sec. 1705.2 &
Table 1705.7
Drv
6
For concrete elements and concrete
filled elements, perform additional
inspections in accordance with
Section 1705.3
--
--
Sec. 1705.3 &
Table 1705.7
Drv
7
For specialty elements, perform
additional inspections as determined
by the registered design professional
in responsible charge
--
--
Table 1705.7
1705.8 Cast-In-Place Deep Foundation
CIP
1
Inspect drilling operations and
maintain complete and accurate
records for each element
--
Table 1705.8
CIP
2
Verify placement locations and
plumbness; confirm element
diameters, bell diameters (if
applicable), lengths, embedment into
bedrock (if applicable) and adequate
end bearing strata capacity. Record
concrete or grout volumes
--
Table 1705.8
CIP
3
For concrete elements, perform
additional inspections in accordance
with Section 1705.3
--
--
Sec. 1705.3 &
Table 1705.8
1705.9 Helical Pile Foundations
HPF
1
Installation of helical pile foundations
--
Approved Geotechnical report
and registered design
professional
1705.9
1705.10 Special Inspections for Fabricated Items
Fab
Special inspections of fabricated
items shall be performed in
accordance with Section 1704.2.5
Sec. 1704.2.5
and 1705.10
1705.11 Special Inspections for Wind Resistance
Wind
Wind Requirements for buildings and
structures per 1705.11
1705.11
Wind
1
Structural Wood
1705.11.1
Wind
1a
Field gluing operations of elements of
the main windforce-resisting system
--
1705.11.1
Page 11
Category
Item #
Verification & Inspection
Continuous
Periodic
Req
Y / N
Reference Standard or
Compliance Document
IBC Reference
Agent
Wind
1b
Nailing, bolting, anchoring and other
fastening of elements of the main
windforce-resisting system, including
wood shear walls, wood diaphragms,
drag struts, braces and hold-downs
--
1705.11.1
Wind
2
Cold-formed steel light-frame
construction
--
1705.11.2
Wind
3
Wind-resisting components.
1. Roof covering, roof deck and roof
framing connections
2. Exterior wall covering and wall
connections to roof and floor
diaphragms and framing
--
1705.11.3
1705.12 Special Inspection for Seismic Resistance
Seis
1
Structural Steel seismic resistance
shall be in accordance with Section
1705.12.1.1 or 1705.12.1.2 as
applicable
Section 1705.12.1.1
Section 1705.12.1.2
1705.12.1
Seis
1a
Seismic force-resisting systems of
structural steel in the seismic force-
resisting systems of buildings and
structures assigned to Seismic
Design Category B, C, D, E or F shall
be performed in accordance with the
quality assurance of requirements of
AISC 341.
--

AISC 341
1705.12.1.1
Seis
1b
Structural steel elements in the
seismic force resisting systems of
buildings and structures assigned to
Seismic Design Category B, C, D, E
or F other than those covered in
Section 1705.12.1.1, including struts,
collectors, chords and foundation
elements, shall be performed in
accordance with the quality
assurance requirements of AISC 341
--

Section 1705.12.1.1
AISC 341
1705.12.1.2
Seis
2
Structural wood for the seismic force-
resisting systems of structures
assigned to Seismic Design Category
C, D, E or F
1705.12.2
Seis
2a
Structural wood field gluing
operations of elements of seismic
force-resisting system
--
1705.12.2
Seis
2b
Structural wood fastening for nailing,
bolting, anchoring and other
fastening of elements of the seismic
force-resisting system, including
wood shear walls, wood diaphragms,
drag struts, braces, shear panels and
hold downs
--
1705.12.2
Seis
3
Cold-formed steel light-frame
construction for seismic force
resisting systems of structures
assigned to Seismic Design Category
C, D, E or F
1705.12.3
Seis
3a
For welding operations of elements
of the seismic force resisting system
--
1705.12.3
Seis
3b
For screw attachment, bolting,
anchoring and other fastening of
elements of the seismic force-
resisting system, including shear
walls, braces, diaphragms, collectors
(drag struts) and hold-downs
--
1705.12.3
Page 12
Category
Item #
Verification & Inspection
Continuous
Periodic
Req
Y / N
Reference Standard or
Compliance Document
IBC Reference
Agent
Seis
4
Designated seismic system
verifications for structures assigned
to Seismic Design Category C, D, E
or F, the special inspector shall
examine designated seismic systems
requiring seismic qualification in
accordance with Section 13.2.2 of
ASCE 7 and verify that the label,
anchorage and mounting conform to
the certificate of compliance
--
Section 13.2.2
ASCE 7
1705.12.4
Seis
5
Architectural Components in D, E, or
F
--
1705.12.5
Seis
5.1
Access Floors in D, E, or F
--
1705.12.5.1
Seis
6
Plumbing, Mechanical and Electrical
Components
1705.12.6
Seis
6a
Anchorage of electrical equipment for
emergency or standby power
systems, in C, D, E or F
--
1705.12.6
Seis
6b
Anchorage of other electrical
equipment in E or F
--
1705.12.6
Seis
6c
Installation and anchoring of piping
systems designed to carry hazardous
materials and associated mechanical
units in C, D, E or F
--
1705.12.6
Seis
6d
Installation of HVAC ductwork that
will carry hazardous materials in C,
D, E or F
--
1705.12.6
Seis
6e
Installation of vibration isolation
systems with nominal clearance
of 0.25 inches or less between
equipment support frame and
restraint where indicated on
construction documents
in C, D, E or F
--
1705.12.6
Seis
6f
Installation of mechanical and
electrical equipment, including
duct work, piping systems, and
structural supports, where
automatic fire sprinkler systems
are installed in C, D, E, or F.
--
1705.12.6
Seis
7
Storage Rack during anchoring
storage racks 8 feet or greater in
height in D, E or F
--
1705.12.7
Seis
8
Seismic Isolation System in B, C, D, E
or F
--
1705.12.8
Seis
9
Cold-formed steel special bolted
moment frames in the seismic force-
resisting systems of structures
assigned to seismic Design Category
D, E or F
--
1705.12.9
1705.13 Testing for Seismic Resistance
Test
1
Nondestructive testing of structural
steel
Section 1705.13.1.1
Section 1705.13.1.2
1705.13.1
Test
1a
Seismic force-resisting systems
--

AISC 341
1706.13.1.1
Test
1b
Structural steel elements
--

AISC 341
1705.13.1.2
Test
2
Seismic certification of nonstructural
components and designated seismic
systems
--

Per the registered design
professionals requirements
on the construction
documents.
Sec. 13.2 of ASCE 7
1705.13.2 and
1705.13.3
Page 13
Category
Item #
Verification & Inspection
Continuous
Periodic
Req
Y / N
Reference Standard or
Compliance Document
IBC Reference
Agent
Test
3
Seismically isolated structures
--

Sec. 17.8 of ASCE 7
1705.13.4
1705.14 Sprayed Fire-Resistant Materials
FRM
1
Physical and visual tests:
1. Condition of substrates
2. Thickness of application
3. Density in pounds per cubic foot
4. Bond strength adhesion/cohesion
5. Condition of finished application
--

1705.14.1
FRM
2
Structural member surface conditions
in conformance with approved fire-
resistance design and manufacturers
instructions
--

1705.14.2
FRM
3
Application per
manufacturer’s instructions
--

1705.14.3
FRM
4
Thickness
--

ASTM E605
1705.14.4
FRM
4a
Minimum allowable thickness
--

ASTM E605
1705.14.4.1
FRM
4b
Floor, roof and wall assemblies. Not
less than four measurements for
each 1,000 sq. ft. of the sprayed area
in each story or portion thereof
--
ASTM E605
1705.14.4.2
FRM
4c
Cellular decks. Thickness
measurements shall be selected from
a square area, 12 inches x 12 inches
in size. A minimum of four
measurements shall be made,
located symmetrically within the
square area
--
ASTM E605
1705.14.4.3
FRM
4d
Fluted decks. Thickness
measurements shall be selected from
a square area, 12 inches x 12 inches
in size. A minimum of four
measurements shall be made,
located symmetrically within the
square area, including one of each of
the following: valley, crest and sides
--
ASTM E605
1705.14.4.4
FRM
4e
Structural members. Thickness
testing shall be performed on not less
than 25 percent of the structural
members on each floor.
--
ASTM E605
1705.14.4.5
FRM
4f
Beams and girders. Thickness
measurements shall be made at nine
locations around the beam or girder
at each end of a 12-inch length
--
ASTM E605
1705.14.4.6
FRM
4g
Joists and trusses. Thickness
measurements shall be made at
seven locations around the joist or
truss at each end of a 12-inch length
--
ASTM E605
1705.14.4.7
FRM
4h
Wide-flanged columns. Thickness
measurements shall be made at
twelve locations around the column
at each end of a 12-inch length
--
ASTM E605
1705.14.4.8
FRM
4i
Hollow structural section and pipe
columns. Thickness measurements
shall be made at minimum of four
locations around the column at each
end of a 12-inch length
--
ASTM E605
1705.14.4.9
FRM
5
Density
--
ASTM E605
1705.14.5
FRM
5a
From each floor, roof and wall
assembly at the rate of not less than
one sample for every 2,500 square
feet or portion thereof of the sprayed
area in each story
--
ASTM E605
1705.14.5
Page 14
Category
Item #
Verification & Inspection
Continuous
Periodic
Req
Y / N
Reference Standard or
Compliance Document
IBC Reference
Agent
FRM
5b
From beams, girders, trusses and
columns at the rate of not less than
one sample for each type of
structural member for each 2,500
square feet of floor area or portion
thereof in each story
--
ASTM E605
1705.14.5
FRM
6
Bond strength (cohesive/adhesive)
--
ASTM E736
1705.14.6
FRM
6a
Floor, roof and wall assemblies. Not
less than one sample from each
floor, roof and wall assembly for each
2,500 square feet of the sprayed
area in each story or portion thereof
--
ASTM E736
1705.14.6.1
FRM
6b
Structural members. Not less than
one sample from each beam, girders,
trusses, columns and other structural
members for each type of structural
member for each 2,500 square feet
of the floor area in each story or
portion thereof.
--
ASTM E736
1705.14.6.2
FRM
6c
Primer, paint and encapsulate bond
tests
--
ASTM E736
1705.14.6.3
1705.15 Mastic and Intumescent Fire-Resistant Coatings
FRC
1
Verification and inspection of fire-
resistance design designated in
construction documents
--
AWCI 12-B
1705.15
1705.16 Exterior Insulation and Finish Systems (EIFS)
EIFS
1
Field application (Special inspection
not required where EIFS is installed
over water resistant barrier with
drainage system or over masonry or
concrete)
--

1705.16
EIFS
2
Water-Resistive Barrier Coating
--

ASTM E2570
1705.16.1
1705.17 Fire-Resistant Penetrations and Joint
FRPJ
1
Verification in high-rise buildings or
buildings assigned to Risk Category
III or IV
1705.17
FRPJ
1a
Penetration Firestops
--

ASTM E2174
1705.17.1
FRPJ
1b
Fire-Resistant Joint System
--

ASTM E2393
1705.17.2
1705.18 Smoke Control
Smoke
1
Smoke Control Inspection prior to
concealment
--

1705.18.1(1)
Smoke
2
Smoke Control Testing prior to
occupancy
--
1705.18.1(2)
Smoke
3
Qualifications of Inspector
--
--
1705.18.2