Permit Review Detail
Review Status: Completed
Review Details: RESUBMITTAL
Permit Number - T10CM02039
Review Name: RESUBMITTAL
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 08/31/2010 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Approved | |
| 09/01/2010 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Denied | Comment not resolved. The structural calculations are based on a Douglas fir 2"x 6" studs instead of the steel studs being used for the wall and the combined weight of the hood and a person working on the hood is not presented. Un-sealed shop drawing may not be substituted for sealed structural details. Provide structural calculations and details to show that the Type I and Type II hoods are supported from the building structure in accordance with Section 507.6, IMC 2006. Reference: Section 302.1, IMC 2006. |
| 09/02/2010 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | The trash enclosure trench drain installation, shown on the utility site plans calls for a 320-gallon gravity grease interceptor and references the plumbing drawings for design of the required vent. The minimum size for a gravity grease interceptor is 500-gallons (for up to 8 drainage fixture units). No vent information was found on the plumbing drawings but the 4" building sewer called out on the site utility drawing is shown as a 6" building sewer on sheet P-2. Reference: Sections 103.2.3 and 1014.3.6, UPC 2006. |
| 09/02/2010 | ERIC NEWCOMB | HC | REVIEW | Approved | |
| 09/02/2010 | RAY MAJUTA | ELECTRICAL-COMMERCIAL | REVIEW | Approved | |
| 09/07/2010 | DAVID RIVERA | ZONING | REVIEW | Approved | |
| 09/09/2010 | GERRY KOZIOL | WWM | REVIEW | Approved |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 09/21/2010 | GERARDO BONILLA | OUT TO CUSTOMER | Completed |