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Permit Review Detail
Review Status: Completed
Review Details: RESUBMITTAL
Permit Number - T05CM04733
Review Name: RESUBMITTAL
Review Status: Completed
Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
---|---|---|---|---|---|
11/29/2005 | GERRY KOZIOL | WWM | REVIEW | Denied | WASTEWATER- NEEDS TO WORK WITH DICKIE FERNANDEZ @740-6947- DSC/WASTEWATER 2ND FLOOR. PUBLIC SEWER G-01-153 HAS NOT BEEN ACCEPTED & HAS NOT BEEN RELEASED BY PCWWM |
12/02/2005 | RAUL PALMA | BUILDING-COMMERCIAL | REVIEW | Approv-Cond | |
12/05/2005 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. The provided roof drainage calculations justify the size of the rain leader but the sizing of the scupper for rooms 133A and 133B is questionable. The effective roof area, including the surrounding vertical walls is approximately 2288 square feet (Section D3.2). At a rainfall rate of 3" per hour, the scupper will have to handle a flow of 71 GPM. Assuming a head at the weir of 2", an 8" wide weir can handle only 64.4 GPM. Revise the size of the scupper to handle the required flow. Reference Appendix D, UPC 1994. 2. The slot in the collector box should be adequate to handle the required flow but the size of the overflow weir used in the calculations should be reduced to account for the size of the 8"x8" metal sleeve that enters the collector box. |
12/05/2005 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Denied | Revise the submitted ventilation calculations using the occupant load specified in Table 403.3. (TUSD can change the "maximum" classroom occupancy at any time by either changing its own rules or by adding a teacher's aide.) Reference Section 403.3, IMC 2000. |
Final Status
Task End Date | Reviewer's Name | Type of Review | Description |
---|---|---|---|
12/07/2005 | DELMA ROBEY | OUT TO CUSTOMER | Completed |