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Permit Review Detail
Review Status: Completed
Review Details: RESUBMITTAL
Permit Number - T08CM01481
Review Name: RESUBMITTAL
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 08/22/2008 | JOHN WILLIAMS | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Passed | |
| 08/22/2008 | BIANCA RAMIREZ | ENGINEERING | REVIEW | Denied | Unable to approve building plan at this time. Please submit floodplain use permit with next submittal. If you have any questions, please contact my if you have any questions bianca.ramirez@tucsonaz.gov or 837-4928. |
| 08/25/2008 | DAVE MANN | FIRE | REVIEW | Approved | |
| 08/26/2008 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Approved | |
| 08/26/2008 | RONALD BROWN | ZONING HC SITE | REVIEW | Approved | |
| 08/29/2008 | STEVE SHIELDS | ZONING | REVIEW | Approved | |
| 09/04/2008 | ROBERT SHERRY | WATER | REVIEW | Approved | |
| 09/04/2008 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Denied | 1. Revise detail 10/P-2 to eliminate the termination of the condensate to a splash block on the roof. Reference: Section 307.2.1, IMC 2006, as amended by the City of Tucson. 2. Revise the ventilation calculations, showing the floor area for each room (not "POS"). The minimum ventilation rate for the checkout area is 0.3 CFM/SF (Retail, Basement and Street). Provide the calculations for common ventilation systems. Reference: Sections 401.2, 403.3, and 403.3.2, IMC 2006 |
| 09/04/2008 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. Comment not resolved; detail 5/P-3 shows a shut-off valve and a check valve located between the water heater and the vacuum breaker. Revise the location of the vacuum relief for the water heater to conform to the manufacturer's listing information (i.e. with no valves between the vacuum relief and the water heater). Reference: Sections 310.4 and 608.7, UPC 2006. 2. The submitted water pipe sizing calculations appear to be for a flush tank system, not a flush valve system. Using your calculated demand of 50 GPM (48.75 fixture units), your chart indicates that the specified 1-1/4" supply would have a velocity of nearly 13 feet per second and a head loss of 20 PSI per 100 feet. Similarly, the 1-1/4" branch to the restrooms will have a demand of approximately 45 GPM (39.25 fixture units) resulting in a velocity greater than 11 feet per second and a head loss of about 14 PSI per 100 feet. Also, considering that the flush valves operate for approximately 4 seconds per flush, the branch piping to the flush valves is undersized with respect to water velocity. Reference: Section 610.1, UPC 2006. 3. Revise the plumbing drawings to reflect the actual condition of the existing water service to the space (e.g. detail 9/P-3). The calculations shall reflect the actual size of the existing water meter and backflow preventer for the building as well as any water demand from other suites that are served by the same service. Reference Sections 103.2.3 and 610.1, UPC 2006. |
| 09/17/2008 | RAY MAJUTA | ELECTRICAL-COMMERCIAL | REVIEW | Approved | |
| 09/19/2008 | GERRY KOZIOL | WWM | REVIEW | Denied | NEEDS WASTEWATER 5TH FLOOR CREDIT EVALUATION |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 09/26/2008 | CPIERCE1 | OUT TO CUSTOMER | Completed |
| 09/26/2008 | SUE REEVES | REJECT SHELF | Completed |