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Sheet1
| | Project: | B60 Production Facility Repairs - SIOP | USER NOTES (Not intended to print) |
| | Location: | Portsmouth Naval Shipyard, Kittery, Maine | |
| | Project #: | | |
| Craven, Curtis L CIV NAVFAC LANT, CI: Can be a contract and task order number or other identifiying database identification number such as an Eprojects # (navy) | 1740579 | | | |
| | Date: | 9/17/25 | |
STATEMENT OF SPECIAL INSPECTIONS < Edit Blue text/cells only
| Project Seismic Design Category: | C | | SPECIAL INSPECTOR OF RECORD (SIOR) DETERMINATION | A | I | Yes |
| Project Risk Category: | II | | | B | II | No |
| Project Design Wind Speed (mph): | 115 | | < The Special Inspector of Record (SIOR) is a DOD mandate. Enter the requested data to determine whether an SIOR is required or is not required. | C | III | |
| Number of Stories: | 2 | | | D | IV | |
| Structure Height Above Grade (ft): | 48 | | | E | V | |
| Hazardous Occupancy or attached to such? | No | Group H Occupancies (2021 IBC, Section 415) | | F | | |
| Special Inspector of Record (SIOR) | | |
| A Special Inspector of Record (SIOR) | IS NOT | required (per UFGS 01 45 35, Section 1.3.8) |
| Lateral Force Resisting System (LFRS) | LATERAL FORCE RESISTING SYSTEM IDENTIFICATION |
| 2021 IBC 1704.3.2 and 1704.3.3 | |
| Following is a listing of critical main wind/seismic force resisting systems for this structure. Carefully inspect these elements as part of the roles and responsiblities of the Special Inspector (reference the Schedule of Special Inspections for inspection checklists). | |
| Vertical LFRS Elements | Notes |
| Mezzanines: Steel Braced Frames (R=3) | Diagonal steel braces in each principle direction. |
| Horizontal LFRS Elements | Notes |
| Mezzanines: Steel Deck/Concrete Slab Rigid Floor Diaphragm | Composite steel deck/concrete steel slab |
| Statement of Special Inspections Page 1 of 2 | | |
| Project: | B60 Production Facility Repairs - SIOP | DESIGNATED SEISMIC SYSTEMS (DSS) |
| Location: | Portsmouth Naval Shipyard, Kittery, Maine | This section identifies whether Designated Seismic Systems apply to this project or do not apply. |
| Project #: | 1740579 | |
| Date: | 9/17/25 | |
| Designated Seismic Systems (DSS) |
| (2021 IBC 1705.13.3) (ASCE 7-16, 13.2.2, C13.2.2) (UFC 3-301-01, 2.5.3) |
| Non-structural 'Designated Seismic Systems' (DSS) must remain operable and contain hazardous substances following a design earthquake. Accordingly, all Designated Seismic Systems must be listed below and must be certified by the manufacturer to remain both operable and/or to contain hazardous substances after a design earthquake per UFC 3-301-01, Section 2-13.2.2. Submit said Certificates of Compliance to the Contracting Officer for each DSS after they have been reviewed and accepted by the EOR/DOR. Additionally, the below listed Designated Seismic Systems must be carefully inspected by the Special Inspector according to the requirements noted in the Schedule of Special Inspections, Section AA. | < Designated Seismic Systems APPLY to this project. List all Designated Seismic Systems in the blue tables below. Some DSS suggestions are already populated, delete or keep as necessary. | |
| ELECTRICAL Designated Seismic Systems (DSS) Requiring a Certificate of Compliance | | DSS for this project are nonstructural components with an importance factor of 1.5 AND with the following project conditions (UFC 3-310 SECTION 2-11.2) (ASCE 7-10, 13.1.3): |
| N/A | | |
1. The component is required to function for life-safety purposes after an earthquake, including fire sprinkler systems and egress stairways (RC I thru V + SDC C thru F).
| If additional space is required, append an additional sheet listing the remaining DSS | 2. The component conveys, supports, or otherwise contains toxic, highly toxic, or explosive substances where the quantity of the a material excees a threshold quantity established by the authority having jurisdiction and is sufficient to pose a threat to the public if released (RC I thru V + SDC C thru F). |
| MECHANICAL/PLUMBING Designated Seismic Systems (DSS) Requiring a Certificate of Compliance | |
| N/A | |
3. The component conveys, supports, or otherwise contains hazardous substances and is attached to a structure, or portion thereof, classified by the authority having jurisdiction as a hazardous occupancy (RC I thru V + SDC C thru F).
| If additional space is required, append an additional sheet listing the remaining DSS |
| OTHER Designated Seismic Systems (DSS) Requiring a Certificate of Compliance |
| N/A |
| Final Walk Down Inspection and Report | FINAL WALK DOWN INSPECTION AND REPORT FOR NON-STRUCTURAL DSS |
| (UFC 3 301 01 SECTION 2-5.4) | |
| Final Walk Down Inspection of non-structural Designated Seismic Systems does not apply to this project (no Designated Seismic Systems) | < Does not apply - no Designated Seismic Systems. |
| Final Walk Down Report, Prepared by the Registered Design Professional in Responsible Charge, Must Include: | |
| 1. Record observations of Final Walk Down Inspection | |
| 2. Document that Inspections were performed in accordance with the Schedule of Special Inspections | < …Certificates of compliance documenting that the requirements are met shall be submited to the buidling offical (2015 IBC 1704.5 & 1705.13.3) and shall be maintained in a file identified as "Equipment Certification Documentation". This file shall be part of the final project O&M Manual |
| 3. Document that all Designated Seismic Systems are installed according to construction/manufacturer document requirements, and that Compliance Certificates have been collected (UFC 03 301 01, 2-13.2.2.1). | |
| Statement of Special Inspections Page 2 of 2 | |
| NEXT: COMPLETE THE SCHEDULE OF SPECIAL INSPECTIONS TEMPLATE. |
| Edit, print, and append the Schedule of Special Inspections Template to this Statement of Special Inspections and insert both at the back of the project Special Inspections Specification (01 45 35). |
Link to Schedule of Special Inpections Template: http://wbdg.org/ccb/NAVGRAPH/graphtoc.pdf
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