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Permit Review Detail
Review Status: Completed
Review Details: RESUBMITTAL
Permit Number - T12CM04733
Review Name: RESUBMITTAL
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 10/16/2012 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Approved | |
| 10/18/2012 | ROBERT SHERRY | WATER | REVIEW | Denied | Comment not resolved. Water service for the existing portion of the gym is receiving water service from an existing 3" water service pipe. The site utility drawing (C4.0) however does not include this portion of the site. Provide a site plan that indicates the source of water for the existing portion of the gym, including the size of the meter and the size and type of backflow preventer. |
| 10/18/2012 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Denied | Comment not resolved; Section 403.3, IMC 2006, as amended by the City of Tucson allows the use of the ASHRAE 62-1-2004 ventilation calculation procedure provided that the default occupant densities (in this case 150 people per 1,000 square feet) are used. Using a lower occupant density will require an appeal to the building official. [Original comment: The occupant load used to calculate the required ventilation is not necessarily the same as the occupant load used for calculating exiting requirements. The occupant load used for calculating the minimum required ventilation is to be based on Table 403.3, IMC 2006 or an approved engineering analysis of the specific occupancy type. Reference: Section 403.3, IMC 2006.] |
| 10/18/2012 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. Comment not resolved. The new lobby for this building appears to be receiving water service from a new 3" water meter and backflow preventer and is not dependent upon any existing, unknown piping. Provide water pressure and water pipe sizing calculations. Reference: Sections 604.1 and 604.3, IPC 2006. 2. Section 904.1, UPC 2006 requires venting of the building sewer between the backwater valve and the connection to the public or private sewer collection system. Provide venting for the building sewer; note the exception to Section 904.1, UPC 2006 regarding the minimum vent size when multiple buildings on a single property are involved. [Original comment: A backwater valve is proposed for the building sewer extending from the lobby but no information is provided to show the rim elevation of the next upstream manhole to justify the backwater valve. Provide the rim elevation of the next upstream manhole. Reference: Section 715.1, IPC 2006. (A note on sheet P2.2.1 references the site plan for the continuation of the building sewer from the gym but the site plan does not include that area of the site.)] 3. Comment not resolved; "flat venting" is allowed only when required due to significant structural problems. Note that the term "horizontal pipe" refers to a pipe which makes an angle of less than 45 degrees with the horizontal (Section 210.0, UPC 2006). Each vent pipe shall rise vertically to a minimum of 6" above the flood-level rim of the fixture it serves before offsetting horizontally. Reference: Section 905.3, UPC 2006. [Original comment: Verify that all of the vents rise vertically to at least 6" above the flood rims of the fixtures they protect prior to running horizontally (except for vents located outdoors). Reference: Section 905.4, IPC 2006.] (18 Places) 4. Show the required dimensions of the roof drain and overflow drain for the high roof and the dimensions of the scupper for the low roof of the new gym lobby. Show how overflow protection is being provided for the low roof of the new gym lobby. [Original comment: Provide roof drainage calculations and plans for the high and low roofs for the new lobby. Include the effect of the surrounding vertical walls. Provide overflow protection for the roofs. Reference: Sections 1101, 1106 and 1107, IPC 2006.] |
| 10/30/2012 | CPIERCE1 | WWM | REVIEW | Needs Review |