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Permit Review Detail
Review Status: Requires Resubmit
Review Details: COMMERCIAL REVIEW - FULL v.1
Permit Number - TC-COM-0325-00476
Review Name: COMMERCIAL REVIEW - FULL v.1
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 03/27/2025 | Commercial Electrical Standard | APPROVED | Electrical(E) Reviewer Ron Ross rross@safebuilt.com Approved Reason: Date Completed : 3/17/2025 3:37:16 PM |
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| 03/27/2025 | Commercial Mechanical Standard | APPROVED | Mechanical(M) Reviewer Jorge Valido jvalido@safebuilt.com Approved Reason: Date Completed : 3/25/2025 9:27:13 AM |
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| 03/27/2025 | Outdoor Lighting Standard | APPROVED | Electrical(E) Reviewer Ron Ross rross@safebuilt.com Approved Reason: Date Completed : 3/17/2025 3:37:16 PM |
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| 04/03/2025 | Water - PDSD Standard | APPROVED | |||
| 04/04/2025 | Bldg Permits - Post Review Express | PENDING ASSIGNMENT | |||
| 03/27/2025 | Commercial Building Standard | REQUIRES RESUBMIT | Structural(S) Reviewer Madeline Nelson mnelson@safebuilt.com Denied Reason: Date Completed : 3/22/2025 2:20:48 PM 1. GENERAL - UPDATES: For project updates, please submit sheets with all changes clearly marked in revision clouds. Please provide a written response to each comment; updates without a clear response may not be reviewed. If you have any questions regarding the comments, you may contact me directly. Updates may result in additional comments. 2. GENERAL - SPECIAL INSPECTIONS: Please have the Registered Design Professional in Responsible Charge of this project complete and return the City of Tucson Special Inspections Certificate with signatures. The form can be downloaded at: https://www.tucsonaz.gov/files/sharedassets/public/city-services/planning developmentservices/documents/special_inspection_certificate.pdf 3. GENERAL - GEOTECHNICAL REPORT: Please provide a copy of the site-specific geotechnical report for this project. The report should support the appropriateness of the selected foundation system for the project site. All submitted geotechnical reports must be dated no later than three years from the submittal date. Outdated reports must be accompanied by a letter from a qualified geotechnical engineer stating that the report requirements are still valid, or stating what items may have changed. All building code references must be updated to the current code adopted by the City. 4. SHEET S0.1 - DESIGN ASSUMPTIONS: The following wind design data shall be included in the construction documents per 2018 IBC Section 1603.1.4. Please include the following items in the structural general notes. i. Exposure category [Structural general notes should be revised to match structural calculation package, which states that this project is Exposure Category C] ii. Internal pressure coefficient iii. Design wind pressures for exterior component and cladding materials, expressed in psf 5. GENERAL - CONFIRM REQUIRED DEPTH OF FOUNDATIONS: The structural documents should be in agreement with the geotechnical engineer's recommendations with regards to the minimum depth of foundation elements below grade. Under the structural general notes, "Foundation and Earthwork", Note 2 states, "all footings shall be founded at depths indicated on construction drawings, or 18 inches minimum below lowest adjacent grade". The structural calculation package, Page 3 of 29, states that allowable bearing pressure of 2,300 psf is guaranteed at 24" below finished grade. Finally, the Typical Tie Beam Detail 2/S2.1 shows the bottom of tie beams bearing 18" below grade at all Footing "F1" conditions. Please provide a copy of the geotechnical report to confirm the required depth of footings and revise the drawings if required. 6. SHEET S2.1 - CONFLICTING INFORMATION: Detail 9/S2.1 provides reinforcement information for the slab on grade that conflicts with the Foundation Keynote 1 on Sheet S1.1. Please confirm the maximum spacing of distributed rebar and revise the drawings to be consistent. 7. SHEET S2.1 - CONFLICTING INFORMATION: Detail 5/S2.1 provides tie beam dimensions that conflict with the Footing Schedule on Sheet S1.1. Please confirm the required depth of Footing F2 and revise the drawings to be consistent. 8. SHEET S2.1 - CONFLICTING INFORMATION: Details 2 & 3/S2.1 provide reinforcement information for typical tie beams that conflicts with the Footing Schedule on Sheet S1.1. Please confirm the required bar size for longitudinal rebar in Footing F1 and revise the drawings to be consistent. Building(B) Reviewer Andrew Bevis abevis@safebuilt.com Approved Reason: Date Completed : 3/25/2025 12:25:43 PM |
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| 03/27/2025 | Commercial Plumbing Standard | REQUIRES RESUBMIT | Plumbing(P) Reviewer Perry Hendershott phendershott@safebuilt.com Denied Reason: Date Completed : 3/26/2025 8:59:25 PM First Plumbing Review: 1). General Arch & Plbg Plans:This occupancy type & load requires a highlow drinking fountain. Add a high/low drinking fountain & required plumbing illustrations & information.-2018 IPC 403.1, 410.2 2). Plan Page MP2.1: Hose Bibs need shut off valves. Add shut off valves to to hose bibs. -2018 IPC 606.2 |
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| 04/03/2025 | Fire New Construction Standard | REQUIRES RESUBMIT | -Please explain, sheet T1.0, your code review for NFPA 409 chapter 6 states max fire area 12,000, per table 6.1.2. I show that table allowing a single fire area of 12,001-40,000 for type II(000). Your code review for Chapter 10, sheet T1.0, shows a gross area of 12,011. If the allowable max fire area is 12,000 and your gross area is 12,011, you have exceeded your fire area. -You reference 412.3.6 IBC in the code review, sheet T1.0. You state this reference does not require fire sprinklers. Please explain. I do not see an exception. It references NFPA 409 requirements. Per NFPA 409, section 14.5, fire sprinklers are required. john.vincent@tucsonaz.gov 5203495581 |
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| 04/04/2025 | Site Engineering Standard | REQUIRES RESUBMIT | See zoning comments | ||
| 03/28/2025 | Site Zoning Standard | REQUIRES RESUBMIT | ZONING REVIEW TRANSMITTAL FROM: PDSD Zoning Review PROJECT: TC-COM-0325-00476 - TD-DEV-1224-00340 1840 E VALENCIA RD. – I-1 Vehicle Rental and Sales (1st Revision 1st Review) TRANSMITTAL DATE: March 28, 2025 DUE DATE: April 03, 2025 Resubmit a detailed response letter, which states how all Zoning Review Section comments were addressed. This site is located in the I-1 zone (UDC 4.7.29). Transportation Service: Airport Authority is a allowed use in the zone (UDC Table 4.8-5), subject to Use Specific Standard 4.9.13.Q.5. 1. Until development package (DP) TD-DEV-1224-00340 has been approved by all review agencies Zoning cannot approve the building plans. If you have any questions about this transmittal, please contact Zone1.desk@tucsonaz.gov. |
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| 03/12/2025 | PDSD Application Completeness Express | REVIEW COMPLETED |