Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO. If you cannot find what you are looking for please submit a records request.

Permit Number: T10CM00400
Parcel: 14041015A

Review Status: Completed

Review Details: RESUBMITTAL

Permit Number - T10CM00400
Review Name: RESUBMITTAL
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
03/08/2010 DAVE MANN FIRE REVIEW Approved
03/10/2010 STEVE SHIELDS ZONING REVIEW Approved
03/10/2010 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Denied 1. A demand flow of 115 GPM through a 2" water meter results in an excessive pressure drop and a velocity greater than the maximum 8 FPS allowed for either plastic or copper piping. Reference: Sections 610.2 and 610.12, UPC 2006.
2. Clarify the size and location of the water hammer arrestors; show that they are in compliance with the PDI standards. Reference: 103.2.3 2006 UPC.
3. The submitted water pressure calculations do not support the size of water piping to the fixtures. Reference: Section 610.1, UPC 2006.
4. The branch piping sizes called out for the flush valves will result in water velocities greater than 8 FPS. Limit the water velocity to less than 8 FPS for the copper piping. Reference: Sections 610.12 and A 6.1, UPC 2006 and IS 3-2003, Section 2.6.
5. Comment not resolved. Include a note telling how the domestic water is to be sterilized. Reference: 609.9, 2006 UPC.
03/10/2010 RICHARD JIROUDEK ELECTRICAL-COMMERCIAL REVIEW Approved
03/10/2010 ROBERT SHERRY WATER REVIEW Denied A demand flow of 115 GPM through a 2" water meter results in an excessive pressure drop and a velocity greater than the maximum 8 FPS allowed for either plastic or copper piping. In addition, Tucson Water limits the 2" meter to a maximum demand of 80 GPM. Reference: Sections 610.2 and 610.12, UPC 2006.
03/10/2010 LEERAY HANLY BUILDING-COMMERCIAL REVIEW Denied 1) Page P11AG1.0 Please correctly notate occupant loads and required plumbing fixture counts. Currently you have your occ load calculated at 1:200 square feet, it should be 1:100 square feet. Note, I am not asking for a new page, you may simply annotate this page by crossing out the figure and writing in the correct one. Likewise for the plumbing fixtures...you have enough to meet code, this is a simple annotation.

2) Page PIIAG.2 Per ANSI 117.1 Breakroom sink counter should be 2'10" high not 36". Once again a simple cross-out and annotation is sufficient.
03/12/2010 GBONILL1 MECHANICAL-COMMERCIAL REVIEW Needs Review