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

Permit Number: T17CM08084
Parcel: 13705494B

Review Status: Completed

Review Details: RESUBMITTAL

Permit Number - T17CM08084
Review Name: RESUBMITTAL
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
01/04/2018 DAVID RIVERA ZONING REVIEW Reqs Change FROM: David Rivera for Steve Shields Principal Planner
PDSD Zoning Review Section
PROJECT: Chic-Fil-A
T17CM08084
Building Plan (2nd Review)

TRANSMITTAL DATE: January 4, 2018

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. Until the all other PDSD review agencies have approved the building plans zoning cannot approve.

If you have any questions about this transmittal, please contact me at Steve.Shields@tucsonaz.gov or (520) 837-4956
01/05/2018 FRODRIG2 COMMERCIAL IMPACT FEE COMMERCIAL IMPACT FEE PROCESSING Completed COMPLETED FIRST REVIEW BY ERIC NEWCOMB.
12/22/2017 PIMA COUNTY ELECTRICAL-COMMERCIAL REVIEW Approved
12/22/2017 FRODRIG2 WATER REVIEW Approved
12/22/2017 PIMA COUNTY PLUMBING-COMMERCIAL REVIEW Approved
12/22/2017 PIMA COUNTY BUILDING-COMMERCIAL REVIEW Reqs Change T`17CM08084 – PLAN REVIEW COMMENTS – 2nd review
Reviewer: Chris Anderson, December 20, 2017
BUILDING – COMMERCIAL
Regarding previous building comment 1: there are still architectural and engineering sheets in this drawing set with undated professional seals. Each seal should bear two dates; the date of signing and the expiration date of the seal per Rules of the Board of Technical Registration as found in the Arizona Administrative Code”:
Regarding previous building comment 11: the geotechnical report, Terracon #63165064, is marked “DRAFT” on all sheets. Submit the final version of this report sealed by the geotechnical engineer. Foundations are designed by the structural engineer for 2000 psf soil bearing capacity at 18” below ground surface as indicated in the draft soils report. A finalized geotechnical report showing the same soil bearing capacity at 18” below grade must be submitted prior to approval of the structural drawings.
12/22/2017 PIMA COUNTY MECHANICAL-COMMERCIAL REVIEW Reqs Change MECHANICAL – COMMERCIAL
Regarding previous mechanical comments 1and 2: mechanical heating and cooling load calculations were submitted, however most of the units specified on the Gas Fired Rooftop Unit Schedule, sheet M-3.1, appear to be oversized based on a comparison of the sensible cooling loads to sensible cooling capacities for each unit. It is our position that a reasonable overage of capacity to load may be allowed so long as this overage for each unit is as close to the calculated cooling load as possible given the incremental capacities of available heating and cooling units. In the load calculation please label each unit to correspond to the equipment schedule and justify how each selected unit complies with the intent of the code-required limitation for capacities in C402.2 of the 2012 IECC.
Regarding previous mechanical comment 3: all text in these document shall be minimum 3/32” high, both upper and lower case. Text included on sheet MH-1.1 does not comply and is unreadable.
Regarding response to previous mechanical comment 4: please identify where in the submittals a description of the kitchen hoods fan operation using a store open/closed switch is located. I cannot find any reference to this system in the documents.