Statement and Schedule of Special Inspections.pdf

Hampton Roads Regional Special Inspection Guidelines and Procedures 2018 USBC Edition

– 16 – (Revision date 1/18/24)

Appendix A

HAMPTON ROADS AREA STATEMENT OF SPECIAL INSPECTIONS

PROJECT PERMIT APPLICANT

PRIMARY RDP OF RECORD STRUCTURAL ENGINEER OF RECORD

BUILDING PERMIT NO:

This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the International Building Code (IBC) as stated in the Virginia Uniform Statewide Building Code (USBC). It includes a Schedule of Special Inspections applicable to this project as well as the name of the Special Inspector and the identity of other testing laboratories or agencies intended to be retained for conducting these inspections or tests.

The Special Inspector shall keep records of all inspections and shall furnish inspection reports to the Building Official, appropriate Registered Design Professional(s) (RDP(s)), Owner, and Contractor. All 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 appropriate RDP(s). Interim reports shall be submitted to the Building Official, Owner, Contractor, and the appropriate RDP(s) according to the Hampton Roads Regional Special Inspection Guidelines and Procedures.

Jobsite safety is solely the responsibility of the contractor. Materials and activities to be inspected are not to include the contractor’s equipment and methods used to erect or install the materials listed. All fees/costs related to the performance of Special Inspections shall be the responsibility of the Owner. Additionally, the undersigned (RDP or SER) are only acknowledging that the items enumerated on the Schedule of Special Inspections are consistent with the required design elements, the applicable sections of the Uniform Statewide Building Code, and their area of expertise.

REVIEW, AUTHORIZATION & ACCEPTANCE: SCHEDULE OF SI PREPARED BY:

Permit Applicant (General Contractor):

Signature / date:

Printed Name:

Owner’s Authorization:

Primary RDP of Record:(Review and Acceptance of Schedule)

Structural Engineer of Record:(Review and Acceptance of Schedule)

Building Official’s Acceptance:

Virginia RDP Seal of SSI Preparer

Printed Name of the Preparer of the Schedule (on line above)

Special Inspector:

SI Company Name:

2021 USBC Edition

NRW Engineering, PC 748 Lord Dunmore Drive, Suite 101 Virginia Beach, VA 23464 PH: 757-474-0612

Structural Modifications to

911 Emergency Operations Center

100 Exploration Way, Hampton, VA 2366

NRW Engineering, PC 748 Lord Dunmore Drive, Suite 101 Virginia Beach, VA 23464 PH: 757-474-0612

Kenneth Fuss

Kenneth Fuss

NRW Engineering, PC

Kenneth Fuss

Kenneth Fuss

5/28/2026

5/28/2026

5/28/2026

5/28/2026

6-10-26 McCord Newsome

Hampton Roads Regional Special Inspection Guidelines and Procedures 2021 USBC Edition

– 17 – (Revision date 1/18/24)

SCHEDULE OF SPECIAL INSPECTIONS

MATERIAL/ACTIVITY TYPE OF INSPECTION

APPLICABLE TO THIS PROJECT

Y/C/P/N EXTENT/REFERENCE AGENT COMPLETED

GENERAL

Pre-construction meeting Meeting with parties listed in Section 9 of HRRSIGP to discuss Special Inspection procedures

Scheduled by SI with the Contractor prior to commencement of work; VCC 113.4

EARTHWORK

Site preparation (structure) Field testing and inspection Field Review; VCC 1705.6

Fill material (structure) Review submittals, field testing, and inspection Field Review; VCC 1705.6

Fill compaction (structure) In-place density tests, lift thickness Field Review; VCC 1705.6

Excavation Field inspection and verification of proper depth Field Review; VCC 1705.6

Foundation subgrade (structure) Field inspection of foundation subgrade prior to placement of concrete

Field Review; VCC 1705.6

DEEP FOUNDATION/HELICAL PILE FOUNDATION ELEMENTS

Materials Review product, sizes, and lengths Submittal and Field Review; VCC 112.3, 1705.7, 1705.8, 1705.9, 1705.10

Test piles Monitor driving of test piles Field Review; VCC 1705.7, 1705.8 or 1705.9

Installation Monitor drilling, placement, plumbness, driving of piles, including recording installation torque, pressure, blows per foot, cut off, and tip elevation

Field Review; VCC 1705.7, 1705.8, 1705.9

Load test Monitor pile load test Field Review; VCC 1705.7, 1705.8 or 1705.9

CONCRETE

Materials Review product supplied versus certificates of compliance and mix design

Submittal & Field Review; ACI 318: Ch. 19, 26.4.3, 26.4.4; VCC 1705.3, 1903.2

Installation of reinforcing steel, including welding, as well as prestress tendons, anchor bolts, and fiber-reinforcement

Field inspection of placement Submittal and Field Review; ACI 318: Ch. 20, 25.2, 25.3, 26.5.1-26.5.3; AWS D1.4;

VCC 1705.3, 1705.3.1, 1705.3.2, 1901.3

Formwork installation Field inspection Field Review; ACI 318; VCC 1705.3

Concreting operations and placement Field inspection of placement/sampling Field Review; ACI 318: 26.5.2, 26.12.3; ASTM C

172, C 31; VCC 1705.3

Concrete curing Field inspection of curing process Field Review; ACI 318: 26.5.3, 26.5.4, 26.5.5;

VCC 1705.3

Concrete strength Evaluation of concrete strength Laboratory Testing; ACI 318: 26.12; VCC 1705.3

Application of forces for prestressed concrete

Field inspection Field Review; ACI 318: 26.10.2(e); VCC 1705.3

Grouting of prestress tendons Field inspection Field Review; ACI 318: 19.4.1, 20.5.6, 26.13.3.2(b);

VCC 1705.3

Building Permit No: _______________________________

Y 1 & 2

N N N N N

N

N

N

N

N

N

N

N

N

N

N

Hampton Roads Regional Special Inspection Guidelines and Procedures 2021 USBC Edition

– 18 – (Revision date 1/18/24)

MATERIAL/ACTIVITY TYPE OF INSPECTION

APPLICABLE TO THIS PROJECT

Y/C/P/N EXTENT/REFERENCE AGENT COMPLETED

PRECAST CONCRETE

Verify fabrication/quality control procedures

In-plant inspection of fabrication/quality control procedures**

Submittal or Field Review; VCC 1704.2.5, 1705.3

Erection and installation Review submittals and as-built assemblies; Field inspection of in-place precast

Submittal & Field Review; ACI 318; VCC Table 1705.3

MASONRY (Level_____; Building Risk Category ____)

Materials Review of products supplied versus certificate of compliance and material submitted

Submittal & Field Review; VCC 1705.4, 1709; TMS 402/602

Strength Testing/review of strength Submittal & Field Review; VCC 1705.4, 2105;

TMS 402/602

Mortar and Grout Inspection of proportioning and mixing. Placement of mortar only

Submittal & Field Review; VCC 1705.4;

Grout placement, including prestressing grout

Verification to ensure compliance Field Review; VCC 1705.4; TMS 402/602

Grout space Verification to ensure compliance Field Review; VCC 1705.4; TMS 402/602

Mortar, grout, and prism specimens Observe preparation Field Review; VCC 1705.4; TMS 402/602

Reinforcement, prestressing tendons, and connections

Inspect condition, size, location, and spacing Field Review; VCC 1705.4; TMS 402/602

Welding of reinforcing bars Inspection and testing of welds Field Review; VCC 1705.3.1, 1705.4;

Prestressing force Verify application and measurement Field Review; VCC 1705.4; TMS 402/602 Protection Inspect procedures for protection during cold and hot weather Field Review; VCC 1705.4; TMS 402/602

Anchorage Inspection of anchorages Field Review; VCC 1705.4; TMS 402/602 Masonry installation Inspection of placement of masonry and joints Field Review; VCC 1705.4; TMS 402/602

STRUCTURAL STEEL

Verify fabrication/quality control procedures

In-plant inspection of fabrication/quality control procedures** or submit Certificate of Compliance

Submittal or Field Review; VCC 113.5, 1704.2.5, 1704.2.5.1, 1705.2

Bolts, nuts, and washers – materials Material identification markings;

Review of Certificate of Compliance

Submittal & Field Review; VCC 1705.2.1;

AISC 360 Section A3.3

Bolts, nuts, washers – installation Inspection of in-place high-strength bolts, snug-tight joints, pre-tensioned and bearing type, and slip critical connections

Submittal & Field Review; VCC 1705.2.1, 2204.2;

AISC 360 Section M2.5

Structural steel – materials Material identification markings and review of Certificate of Compliance

ASTM A6, A568; AISC 360 Section A3.1

Structural steel details – installation Inspection of member locations, structural details for bracing, connections, and stiffening

AISC 360

Open-web steel joists and joist girders – installation

Inspection of end connections and bridging Submittal & Field Review; VCC 1705.2.3; SJI-100

Weld filler materials and welder certification Review of identification markings, certificate of compliance, and welder certifications

Submittal & Field Review; AISC 360 A3.5

Building Permit No: _______________________________

N

N

N

N

N

N

N N

N

N

N

N

N N

N

N

N

Y

Y/P

N

Y

Hampton Roads Regional Special Inspection Guidelines and Procedures 2021 USBC Edition

– 19 – (Revision date 1/18/24)

MATERIAL/ACTIVITY TYPE OF INSPECTION

APPLICABLE TO THIS PROJECT

Y/C/P/N EXTENT/REFERENCE AGENT COMPLETED

Welds Inspection and testing of welds Field Review; VCC 1705.2, 2204.1;

AWS D1.1, D1.3

Cold-formed metal deck – materials Review of identification marking manufacturer’s certified test results

Submittal & Field Review; VCC 1705.2.2

Cold-formed metal deck – installation Review laps and welds Submittal & Field Review; VCC 1705.2.2;

AWS D1.3; SDI

Cold-formed light frame construction – welds

Review welding operation Field Review; VCC 1705.12.2, 1705.12.3

Cold-formed light frame construction wind resistance – screws

Review screw attachment bolting, anchoring hold downs, bracing, diaphragms, struts

Field Review; VCC 1705.12.2, 1705.12.3

Cold-formed steel trusses spanning 60’ or greater

Inspection of temporary and permanent restraints/bracing

Submittal & Field Review; VCC 1705.2.4

WOOD

Verify fabrication/quality control procedures

In-plant inspection of fabrication/quality control procedures** or submit Certificate of Compliance

Submittal or Field Review; VCC 113.5, 1704.2.5, 1704.2.5.1, 1705.5, 2303.4.7

Metal plate connected wood/metal trusses spanning 60’ or more

Review approved submittal and installation of restraint/bracing

Submittal & Field Review; VCC 1704.2.5, 1704.2.5.1, 1705.5, 1705.5.2

Joist hangers – materials/installation Review manufacturer’s material and test standards Field Review; ASTM D 1761 High-load diaphragms - installation Review submittal and as-built assemblies;

Inspection of sheathing, framing size, nail and staple diameter and length, number of fastener lines, and fastener spacing

Submittal & Field Review; VCC 1705.5, 1705.5.1

Wood shear walls – installation Review nailing, bolting, anchoring, fastening, diaphragms, struts, braces, and hold downs when fasteners are < 4” on center

Field Review; VCC 1705.12.1

Mass timber – anchorage Review installation of anchorage to timber deep foundation

Field Review; VCC 1705.3, Table 1705.5.3

Mass timber – erection Inspection of member locations and structural details for bracing

Submittal & Field Review; VCC 1705.3, Table 1705.5.3

Mass timber – threaded fasteners Inspection of installation equipment, pre-drilled holes, and screws, including diameter, length, head type, spacing, installation angle, and depth

Submittal & Field Review; VCC 1705.3, Table 1705.5.3

Mass timber – adhesive anchors Installation of drilled hole depth and preparation;

Review material and installation of adhesive anchors

Submittal & Field Review; VCC 1705.3, Table 1705.5.3

Mass timber – bolted connections Review materials and installation of bolts, nuts, and washers

Mass timber – concealed connections Review materials and installation of fasteners in all concealed locations

MAIN WIND FORCE RESISTING SYSTEM

Wind requirements Review of the system components and installation for wood construction, cold-formed steel light frame construction, components, and cladding

Submittal & Field Review; VCC 1609.2, 1705.12

Y/P

N

N

N

N

N

N

N

N

N

N

N

N

N

N

N

Hampton Roads Regional Special Inspection Guidelines and Procedures 2021 USBC Edition

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MATERIAL/ACTIVITY TYPE OF INSPECTION

APPLICABLE TO THIS PROJECT

Y/C/P/N EXTENT/REFERENCE AGENT COMPLETED

SEISMIC FORCE RESISTING SYSTEMS

Seismic requirements Review of the designated seismic systems and seismic force resistance systems

Submittal & Field Review; VCC 1613, 1704.6, 1705.13, 1705.14; ASCE 7

SMOKE CONTROL

Special Inspection of smoke control systems Leakage testing and recording of device location;

Pressure difference testing, flow measurement and detection, and control verification

Field Review; VCC 1705.19, 1705.19.1, 1705.19.2

SPRAYED FIRE RESISTIVE MATERIAL, FIRE RESISTANT PENETRATIONS; JOINTS, MASTIC AND INTUMESCENT FIRE RESISTANT COATING Structural member surface conditions Field review of surface conditions prior to application

AWCI 12-B; VCC 1705.15, 1705.15.1, 1705.15.2

Application/thickness/density/bond strength

Field review of application operations, thickness, and density

ASTM E605; AWCI 12-B; VCC 1705.15.1,

1705.15.2, 1705.15.3, 1705.15.4, 1705.15.5, 1705.15.6

Mastic & intumescent fire resistant coating Field review of application operations and thickness AWCI 12-B; VCC 1705.16 Mass timber sealant or adhesives Field review of application of sealant or adhesives ASTM C920, D3498; VCC 703.7, 1705.20

EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS)

Application Field Review of application/installation ASTM E2570; VCC 1407.6, 1705.17

SPECIAL CASES

Retaining walls Field review of installation of pre-manufactured structural components, drainage, and compaction Field Review; VCC 113.4, 1705.1.1

MEP Sprinkler system hangers/supports Field review of placement and anchorage Field Review; VCC 903.3.1.1, 1705.1.1;

NFPA 13: 9.2

Alternative materials and systems As requested by Building Official, review system and installation

VCC 112.2, 112.3, 113.4, 1705.1.1

INSPECTION AGENTS FIRM ADDRESS TELEPHONE

1. Special Inspector:

2. Materials and Testing Laboratory:

3. Special Inspector Smoke Control System:

4. (Additional Agents)

Note: * The Qualifications of the Special Inspector and Testing Laboratories are subject to the Approval of the Building Official.

** Inspection of quality control procedures required only if fabricator is not regularly inspected by an Approved independent inspection agency or a referenced standard that provides requirements for quality control. See Section 5.

***For construction projects in seismic regions, the Schedule of Special Inspections shall be expanded to include Architectural, Mechanical, and Electric components, as well as Storage Racks and Isolation Systems. Items in VCC Section 1705.13

N

N

N

N N

N

N

N

NRW Engineering, PC 748 Lord Dunmore Dr, Suite 101, Va Beach, VA 23464 757-474-0612