Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL - BLDG/ZONING/ENGINE/NPPO
Permit Number - T21CM05280
Review Name: RESIDENTIAL - BLDG/ZONING/ENGINE/NPPO
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 07/07/2021 | AWARNER1 | NPPO | REVIEW | Passed | |
| 07/09/2021 | SBLOOD1 | ENGINEERING | REVIEW | Passed | |
| 07/14/2021 | STEVE SHIELDS | ZONING | REVIEW | Reqs Change | ZONING REVIEW TRANSMITTAL FROM: PDSD Zoning Review PROJECT: T21CM05280 2910 E 2nd St. Stair Case Addition (1st Review TRANSMITTAL: July 14, 2021 COMMENTS: the following comments are relative to an application for a Design Development Option (DDO) (UDC 3.11.1). This site is located in the R-1 zone (UDC 4.7.1). A single-family residence (SFR) is a permitted use in this zone (Table 4.8-2). See Use-Specific Standards 4.9.7.B.5 - 9. 10. Perimeter yard setbacks are based on a measurement from design grade to the highest point of the wall, see Unified Development Code (UDC) Article 6.4.5.b & Figure 6.4.5-A. The minimum setback is the greater of six (6) feet, or two-thirds (2/3) the height of the structure’s wall facing each interior property line (Table 6.3-2.A). Based on a wall height of 12’-7” the required perimeter yard setback from the proposed stair case to the east property line is 8’-5”, proposed setback is 2’-6”. DDO application and requirements can be found at: https://www.tucsonaz.gov/files/pdsd/forms/DDO_for_Setback_and_Height_UDC_8.11.20.pdf. A DDO is a separate submittal from the building plan and shall be submitted at: https://www.tucsonaz.gov/pdsd-filedrop, using the Submission Type “Zoning Administration”. If you have questions about the DDO application or process please contact Mark Castro at Mark.Castro@tucsonaz.gov. If you have any questions about this transmittal, please contact Elisa Hamblin at Elisa.Hamblin@tucsonaz.gov. |
| 07/21/2021 | KEN VAN KARSEN | BUILDING-RESIDENTIAL | REVIEW | Reqs Change | Show the building roof with structural capacity for providing 40 PSF Live Load and 10 PSF Dead Load, R301.4 & 5. A Structural Engineer may provide an analysis report. Provide a plan showing a 36" guard rail or wall around the entire accessible deck area, R312.1. |