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Permit Review Detail
Review Status: Completed
Review Details: RESUBMITTAL
Permit Number - T13CM03535
Review Name: RESUBMITTAL
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 09/25/2013 | STEVE SHIELDS | ZONING | REVIEW | Denied | PDSD TRANSMITTAL FROM: Steve Shields Lead Planner PROJECT: 6080 N. Thornydale Road - New Retail T13CM03535 Building Plan (2nd Review) TRANSMITTAL DATE: September 25, 2013 1. The building plans have been reviewed by Zoning Review Section but cannot approve the plan until all zoning comments or concerns have been addressed. 2. Zoning can not approve the building plans until the development package has been approved. 3. Zoning will re-review the building plan on the next submittal to insure compliance with the approved development package. Additional comments may be forthcoming. If you have any questions about this transmittal, please contact me at Steve.Shields@tucsonaz.gov or (520) 837-4956 |
| 09/25/2013 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | Based on the submitted roof areas, the north downspout and all of the scuppers are too small. Use Table 1106.2(1) for sizing the downspouts. The scuppers may be sized as rectangular weirs (none of the tables in the IPC show how to size weirs but some information is presented in the 2012 IPC Code and Commentary), using 0.031 GPM per square foot of roof area to determine the flow rate. The head of the water used to calculate the required scupper width can be provided by the structural engineer per Sections 1611.1 and 1611.3, IBC 2012. The typical head used is 2" of water depth. [Initial comment: Scuppers provide drainage for discrete roof areas; unequal roof areas will require individual calculations. In the design shown on sheet A3.1, the downspout for the center roof area is undersized and all of the scuppers are undersized. Provide roof drainage and hydraulic scupper size calculations based on the 100-year hourly rainfall rate for Tucson, 3" per hour and state the maximum water depth you are using for the scupper size calculations. Reference: Sections 1106.1, 1106.4, and 1108.3, IPC 2012.] |
| 09/27/2013 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Approved | |
| 09/30/2013 | RAY MAJUTA | ELECTRICAL-COMMERCIAL | REVIEW | Approved | |
| 10/01/2013 | RONALD BROWN | BUILDING-COMMERCIAL | REVIEW | Approved | |
| 10/07/2013 | JASON GREEN | ENGINEERING | REVIEW | Denied | Building Plan will be approved upon approval of the Development Plan Package. Location of building must match the DP Package. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 10/30/2013 | CPIERCE1 | REJECT SHELF | Completed |