Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO. If you can not find what you are looking for please submit a records request.
Permit Review Detail
Review Status: Requires Resubmit
Review Details: RESIDENTIAL SOLAR v.1
Permit Number - TC-RES-0424-02160
Review Name: RESIDENTIAL SOLAR v.1
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 05/07/2024 | Site Engineering | NOT REQUIRED | |||
| 05/07/2024 | Bldg Permits - Post Review | PENDING ASSIGNMENT | |||
| 04/23/2024 | Light Residential Building Review (OIP) | REQUIRES RESUBMIT | Plan review for the above referenced structure has been completed. This letter reflects comments to be addressed. Provide updated Plans/calculations and a written response Letter to each of the notated items indicating action taken. Resubmitted plans that do not contain a written response Letter addressing each of the notated items indicating action taken, may be delayed until response letter is received. Code reference, 2018 International Residential Code (IRC). 1. After a review of aerial views (https://maps2.tucsonaz.gov/Html5Viewer/?viewer=maptucson#) of the property, it appears that PV modules are mounted on an unpermitted structure (patio) on the south side of the building. Searching city records through PRO (https://pro.tucsonaz.gov/address_search/) found no permit history for this structure. Either provide completed permit and inspection documentation, apply for and complete permit review and inspections for the structure or remove the PV modules from the unpermitted structure. 2. Provide complete roof framing information for determining load carrying capacity for the roof structure. Show all load bearing locations. Demonstrate the ability for supporting the existing and additional dead load, or provide an engineer’s calculation, design, and seal for verifying the truss load carrying capacity. R324.4 Equipment shall be positively attached to the roof structure with a minimum of one connection per 10 sf of equipment (minimum of two connections per piece of equipment). Point loads exceeding 40 lbs shall require a structural load analysis by licensed Arizona engineer. Building_Official@tucsonaz.gov |
||
| 04/11/2024 | PDSD Application Completeness | REVIEW COMPLETED |