Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL NEW
Permit Number - T03CM02166
Review Name: COMMERCIAL NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 05/20/2003 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Approved | |
| 05/20/2003 | ROBERT SHERRY | WATER | REVIEW | Approved | |
| 05/20/2003 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. Provide the minimum plumbing facilities required by Table 2902.1, IBC 2000, for mercantile occupancy. 2. Include all fixtures (including the known future fixtures and future connections) when calculating the total demand and determining pipe sizes. Reference Section 610.1, UPC 1994. 3. Resize the ¾" CW pipe that serves the two restrooms to be consistent with the calculations. 4. Resize water meter to avoid excessive pressure losses. Reference Section 610.2, UPC 1994. 5. Provide vent piping of sufficient size to comply with Section 904.1, UPC. 6. Provide cleanouts in the building sewer at intervals not exceeding 100 feet. Reference Section 719.1, UPC 1994. 7. Provide rim elevation of next upstream sanitary manhole and first floor elevation. Determine need for backwater valve per Section 710.1, UPC. 8. Indicate the invert of the new building sewer the HCS as well as its minimum slope. Reference Section 718.1, UPC 1994. |
| 05/20/2003 | JIM TATE | ENGINEERING | REVIEW | Denied | A copy of the stamped approved Site Plan must be included in the submittal. A Flood Use Permit is required. |
| 05/27/2003 | GERRY KOZIOL | WWM | REVIEW | Approved | |
| 06/05/2003 | DAN CASTRO | ZONING | REVIEW | Denied | Structural plans may not be approved by the Zoning Review Section until the site plan is approved by all sections and the structural plans have been approved by the commercial reviewers. |
| 06/09/2003 | RAUL PALMA | BUILDING-COMMERCIAL | REVIEW | Denied | City of Tucson, Development Services BUILDING AND STRUCTURAL COMMENTS 1) Sheet C-2 (Site Plan) No openings are permitted within 5 feet of property line, 5'-10' all openings shall be protected for 1-hr construction. See table 602 and table 704.8 of the IBC 2000. 2) Structural: Sheet S-2, Detail 2 the footing reinforcement called out in calc`s is #5 @ 6" o.c. Plans show #5 @ 12" o.c. Rectify! 3) Sheet A-1 at roof plan shows a tile roof at patio area, however calc`s do not show his. Clarify! 4) Sheet A-4 Re; restroom maneuvering clearance at door of restroom no. 1, 12 inch minimum required. See plan. 5) Structural calc`s./ sheet F-I(FOOTINGS)-Shows a 4 foot sq. footing with # 5 @ 6 inches o.c. ew. -Where is this on plans?? 6) Same as 5 above, except, sheet F2---Show where the footing 4'-4"x 4' x 12" w/ # 5 @ 6"o.c. is used. 7) Provide address as per sec. 501.2 For specifics contact Pima County Addressing phone 740-6480. |
| 06/15/2003 | BOB SUBA | ELECTRICAL-COMMERCIAL | REVIEW | Denied | 1.Provide AC loads to calculations. 2.Provide AIC ratings at panels. 3.Circuit A-10 needs to be properly calculated . |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 06/17/2003 | DELMA ROBEY | OUT TO CUSTOMER | Completed |