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Permit Review Detail
Review Status: Requires Resubmit
Review Details: COMMERCIAL REVIEW - FULL v.2
Permit Number - TC-COM-0325-00501
Review Name: COMMERCIAL REVIEW - FULL v.2
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 04/07/2025 | Commercial Electrical Standard | APPROVED | Electrical(E) Reviewer Ron Ross rross@safebuilt.com Approved with Comments Reason: Date Completed : 4/2/2025 1:31:27 PM |
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| 04/07/2025 | Outdoor Lighting Standard | APPROVED | Electrical(E) Reviewer Ron Ross rross@safebuilt.com Approved with Comments Reason: Date Completed : 4/2/2025 1:31:27 PM |
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| 04/14/2025 | Bldg Permits - Post Review Express | PENDING ASSIGNMENT | |||
| 04/07/2025 | Commercial Building Standard | REQUIRES RESUBMIT | Structural(S) Reviewer Madeline Nelson mnelson@safebuilt.com Denied Reason: Date Completed : 4/5/2025 2:41:44 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 referenced in the structural general notes, Sheet S1.0. 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 Outdated reports must be accompanied by a letter from a qualified geotechnical engineer stating that the report requirements are still valid, or stating what items may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. Sheets S1.9, S5.1, S5.2 / Details 63, 64, 318 & 321 / Conflicting information: Details 63 and 64 call for brick veneer to be supported by 6" cold-formed steel studs at 16" on center. Details 318 and 321 similarly call for exterior walls to be 6" studs at 16" on center. However, per the Shearwall Schedule on Sheet S1.1, all exterior cold-formed steel walls shall be framed with 6" studs at 24" on center. Please confirm that the typical exterior wall framing is sufficient to support brick veneer and parapets or revise the plan to indicate locations where studs shall be spaced at 16" on center. Building(B) Reviewer Andrew Bevis abevis@safebuilt.com Denied Reason: Date Completed : 4/3/2025 3:48:41 PM 1. Sheet A0.70/Frontage Increase: An area increase based on frontage. However, the calculations for the factor of If has not been provided. Additionally, the calculations for factor W has not been provided. Provide a complete set of frontage increase calculations for the following formulas in accordance with 2018 IBC Section 506.3. ◦ If = [F/P - 0.25]W/30 ◦ W = (L1 × w1 + L2 × w2 + L3 × w3…)/F 2. Sheet A0.70/Occupant Load: The occupant load factor used for the business occupancy is incorrect. Provide a corrected occupant load calculation in accordance with 2018 IBC Table 1004.5. 3. Sheet A0.70/Egress Plans: The egress plans are not legible once they are zoomed in on. Please update with legible egress plans. 4. General/Accessible Units: A minimum number of self-storage facilities are required to have mobility features. Provide a room matrix that shows the accessible unit calculations. Additionally, ensure that rooms are properly dispersed throughout the structure. Section 225.3 and 225.3.1 of the 2010 ADAAG. 5. Sheet A2.02 / UL D902: UL fire resistant rated wall assemblies typically use proprietary materials as part of the testing process for the listing. Please provide the most recently published complete listed assembly for UL D902. The most recent version of this assembly, as published by UL is dated March 25, 2025. (2018 IBC Sec. 703.2) This would require that you cut and paste the entire most recently published UL listed assembly into the plan set. 6. Sheet A2.03 / UL U425: UL fire resistant rated wall assemblies typically use proprietary materials as part of the testing process for the listing. Please provide the most recently published complete listed assembly for UL U425. The most recent version of this assembly, as published by UL is dated June 14, 2024. (2018 IBC Sec. 703.2) This would require that you cut and paste the entire most recently published UL listed assembly into the plan set. |
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| 04/07/2025 | Commercial Mechanical Standard | REQUIRES RESUBMIT | Mechanical(M) Reviewer Jorge Valido jvalido@safebuilt.com Denied Reason: Date Completed : 4/2/2025 12:19:01 PM 1. General - Provide Heat Load Calculations - 2018 IECC Section C403.1.1 Calculation of heating and cooling loads. |
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| 04/07/2025 | Commercial Plumbing Standard | REQUIRES RESUBMIT | Plumbing(P) Reviewer Perry Hendershott phendershott@safebuilt.com Denied Reason: Date Completed : 4/6/2025 1:32:50 PM First Plumbing Review: 1). General: Address building plan review comment 2. Bldg comment 2 could affect fixture count. -2018 IPC 403.1 2). Plan Page A0.70: Incorrect fixture count & plumbing code listed. Fixture counts need to derive from -2018 IPC 403.1 which equate to 4 male & 4 female toilets and 3 Female lavatories & 3 male lavatories . 3). Plan Page A0.10: Missing a complete sheet index. Update sheet index to correlate with all the plan sheets provided-2018 IPC 106.3.1 4). Plan page P4.0: Missing enlarged sanitary & water details that correlate to each floor level. Add enlarged sanitary & water details that correlate to each floor level- 2018 IPC 106.3.1 5). Plan Page P2.4: Missing GPM loads next to each set of Roof drains. Add GPM loads next to each set of Roof drains. - 2018 IPC 1106.2 5). Plan Page P6.0 Water riser diagram: Missing riser continuation that illustrates all floor levels. Add riser continuation that illustrates all floor levels. -2018 IPC 106.3.1 6). Plan Page P6.1 Sanitary riser diagram: Missing riser continuation that illustrates all floor levels. Add riser continuation that illustrates all floor levels. -2018 IPC 106.3.1 7). Plan page P4.0: Missing correct fixture identifier for P5 service sink and missing water heater location. Add correct fixture identifier for P5 service sink and show water heater location. -2018 IPC 106.3.1 |
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| 04/10/2025 | Site Engineering Standard | REQUIRES RESUBMIT | TC-COM-0325-00501 980 W IRVINGTON RD 1. The building permit cannot be approved until the associated development package, TD-DEV-1224-00333, has been approved. Chris Arrington chris.arrington@tucsonaz.gov |
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| 04/04/2025 | Site Zoning Standard | REQUIRES RESUBMIT | FROM: PDSD Zoning Review Section PROJECT: TC-COM-0325-00501 - TD-DEV-1224-00333 980 W IRVINGTON RD. - C-2 Personal Storage (1st Review) TRANSMITTAL DATE: February 12, 2025 COMMENTS: Resubmit revised drawings along with a detailed response letter, which states how all Zoning Review Section comments were addressed. This site is located in the C-2 zone (UDC 4.7.21). Personal Storage is an approved use in the zone (UDC Table 4.8-4), subject to Use Specific Standards 4.9.10.C.3 & .6. 1. Zoning has reviewed the building plans for compliance with development package (DP) TD-DEV-1224-00333 and although the plans appear to be in compliance until the DP is approved by all review agencies Zoning cannot approve the building plan. If you have any questions about this transmittal, please contact Zone1.desk@tucsonaz.gov. |
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| 04/14/2025 | Water - PDSD Standard | REQUIRES RESUBMIT | 1. Provide a site plan showing the location of the water meter, reduced pressure backflow assembly and the route of the water service to the building. Specify the material of construction for the water service pipe. Reference: Section 107.2.1, IBC 2018. 2. Provide the size of the water meter serving the building, the size of the backflow preventer associated with the water meter, and the total water demand served by the water meter. Reference: Section 107.2.1, IBC 2018. |
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| 04/10/2025 | Fire New Construction Standard | REVIEW COMPLETED | The following items apply to the proposed project: 1. Fire alarm and fire sprinklers require a separate permit. 2. Fire extinguishers shall comply with section 906 of the 2018 IFC. 3. An Emergency responders radio Coverage test is required per Section 918, 2018 IFC. 4. Knox boxes at fire riser locations and Knox override switches at electric gates are required. |
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| 03/19/2025 | PDSD Application Completeness Express | REVIEW COMPLETED |