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Permit Review Detail
Review Status: Requires Resubmit
Review Details: COMMERCIAL REVIEW - FULL v.1
Permit Number - TC-COM-1223-02812
Review Name: COMMERCIAL REVIEW - FULL v.1
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 01/08/2024 | Commercial Electrical | APPROVED | |||
| 12/13/2023 | Site Zoning | APPROVED | |||
| 01/04/2024 | Site Engineering | NOT REQUIRED | |||
| 01/10/2024 | Bldg Permits - Post Review | PENDING ASSIGNMENT | |||
| 01/10/2024 | Commercial Plumbing | REQUIRES RESUBMIT | Provide a plumbing design showing the removal of the existing floor sink, the specifications for the proposed new floor sink and how it is to be connected to the existing sanitary drain system. Reference: Section 107.2.1, IBC 2018. | ||
| 01/05/2024 | Commercial Structural | REQUIRES RESUBMIT | Please submit your revised drawings along with a detailed response letter, which states how all Building Review Section comments were addressed. 1. Please amend the Demolition Floor Plan to locate the areas of concrete demolition. For example, column footings, floor sink and plumbing trench (if necessary) IBC 107.2.1 2. Please amend plans to indicate the automatic doors comply with ANSI/BHMA A156 3. Further, please demonstrate on the plans the automatic doors comply with 2009 ICC A117.1 Section 404.3 Doorways shall have a clear opening width of 32 inches in power-on and power-off mode. The minimum clear opening width for automatic door systems shall be based on the clear opening width provided with all leafs in the open position. If provided, thresholds at doorways shall be ½” maximum height and comply with 2009 ICC A117.1 Sections 302 & 303 4. Please amend plans to indicate the concrete strength (PSI) to be used with the column supports in detail 04/A5.2 5. Please amend plans to clarify if 3,000 PSI or 5,000 PSI concrete is to be used with detail 02/A5.2 6. Please provide engineering to show how unbraced interior walls and partitions that exceed 6 feet in height, including their finish materials, shall have adequate strength and stiffness to resist the loads to which they are subjected but not less than a horizontal load of 5 psf. IBC 1607.15. 7. Please provide a statement of special inspections on cover page. IBC 1704.3 for example field welding at top of columns, and 3,000 psi or 5,000 psi concrete. Mark Masek Plans Examiner Mark.masek@tucsonaz.gov 520-837-4994 |
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| 12/27/2023 | Fire New Construction | REVIEW COMPLETED | |||
| 12/11/2023 | PDSD Application Completeness | REVIEW COMPLETED |