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: Completed
Review Details: RESIDENTIAL - BLDG/ZONING/ENGINE/NPPO
Permit Number - T21CM00746
Review Name: RESIDENTIAL - BLDG/ZONING/ENGINE/NPPO
Review Status: Completed
Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
---|---|---|---|---|---|
05/28/2021 | STEVE SHIELDS | ZONING | REVIEW | Reqs Change | ZONING REVIEW TRANSMITTAL FROM: Elisa Hamblin, AICP; Principal Planner PROJECT: Permit #T21CM00746 496 S Convent St Porch addition and solar panel installation TRANSMITTAL: May 28, 2021 COMMENTS: the following comments are relative to an application for Historic Review (UDC 5.8.8). This site is located in the HO-3 zone (UDC 4.7.15). This comment was not addressed provide a residential plot plan that meets the requirements found at: https://www.tucsonaz.gov/files/pdsd/forms/Residential_Plot_Plan_Requirements.pdf. The minimum setback for all structures is 10 ft or ¾ the wall height, whichever is greater. The proposed solar panel and porch extension do not appear to meet required setbacks; however a full plot plan has not been provided. Historic review is required for the proposal and reduced setbacks. The historic package review is being conducted under T21SA00071. If you have any questions about this transmittal, please contact Elisa Hamblin or Elisa.Hamblin@tucsonaz.gov. |
05/28/2021 | SSHIELD1 | ENGINEERING | REVIEW | Passed | |
05/28/2021 | SSHIELD1 | NPPO | REVIEW | Passed | |
06/07/2021 | KEN VAN KARSEN | BUILDING-RESIDENTIAL | REVIEW | Reqs Change | The panels require a clear 3 foot fire separation distance to the property line unless the structure includes a one-hour rated wall that is placed at the edge of the roof overhang. See IBC Table 721.1(2), Items 15-1.1 to 16-1.3 for a listing of fire rated materials. Show a 3’ separation on the Site Plan or show a fire barrier detail of fire rated construction. A professional structural engineer performance analysis is required for sizing uplift foundation and fasteners. |