Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL TI
Permit Number - T05CM04228
Review Name: COMMERCIAL TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 08/12/2005 | JIM EGAN | FIRE | REVIEW | Approved | |
| 08/17/2005 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Denied | 1. Specify the minimum resistance (R-value) of the duct insulation to be used on this project. Reference Section 803.2.8, IECC 2000. 2. Provide calculations demonstrating adequate ventilation for the new area. Reference Section 401, IMC 2000. |
| 08/17/2005 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. Appliances (i.e. ice machine and soda dispenser) to be directly connected to the water supply system that do not have listed, integral backflow preventers or integral air gaps may require reduced pressure principle backflow preventers. Please submit equipment sheets for determination. Reference Section 603.0, UPC 1994. 2. Show the size and location of the vents for the combination waste and vent system located on the north side of the store. Reference Section 910.3, UPC 1994. |
| 08/17/2005 | ROBERT SHERRY | WATER | REVIEW | Approved | |
| 09/01/2005 | GERRY KOZIOL | WWM | REVIEW | Approved | |
| 09/06/2005 | DOUG LAAKSO | BUILDING-COMMERCIAL | REVIEW | Denied | .. T05CM04228 .. 3923 N FLOWING WELLS ROAD .. REMODEL GROCERY STORE .. DGL .. 1ST REVIEW .. 9/12/05 .. S1. Coordinate Architectural and Structural Drawings roof is made of wood trusses and plywood decking revise details to conform to existing construction. S2. Details 1/A2 and 6/A2: show corrected materials and connections to structure above with fastener type, size, spacing/number indicated on detail. S3. Pima County Health Department review and approval required prior to issuance of Building Permit. S4. Provide Architectural Details for: roof drainage, flashing and weather protection at roof mounted equipment, IBC Chapter 15. S5. Coordinate Architectural, Structural and Mechanical Drawings for roof penetrations, where are they and what is the size and shape. S6. Show drawings are per 2003 International Building Code, ref T-1. S7. Detail structural connections of equipment to roof, including TS to roof trusses, hangers to roof trusses, equipment curb to TS and plywood to new roof framing, etc. S8. Show in structural calculations that the equipment weight includes: 1. Equipment operating weight, plus 2.The weight of the curb, plus 3. The weight of all ducts supported by the equipment, plus 4. The weight of the added support structure. Questions? Call Douglas Laakso Structural Plans Examiner for the City of Tucson Development Services Department at (520) 791-5550 x1111 |
| 09/12/2005 | LINDA BUCZYNSKI | ELECTRICAL-COMMERCIAL | REVIEW | Denied | TRANSMIT ORIGINAL DRAWINGS WITH NEXT SUBMITTAL. PLEASE CALL AT 791-5550 X1106 OR EMAIL AT Linda.Buczynski@tucsonaz.gov IF YOU CARE TO DISCUSS. 1. Sheet E-1 Keynotes 3 and 4. Syts. #1-10 undefined as an electrical load. Not clear wat the nature of this load is, and whether it is new or to be relocated. Not clear whether Panels CL and CF are able to accommodate the load additions. 2. Sheet E-1 Keynote 5. It is unclear what Ckts CL-25 and CF-33 are to be reused for. Nature of electrical work unclear. 3. Sheet E-1 Keynote 7. It is unclear whether Panel DPA has the capacity to power the relocated produce cases. 4. Add load on Panel Schedule DA for receptacles added to Ckts 13 and 15. 5. Ckt F-2 is used twice on Sheet E-1. Load on panel schedule does not appear to account for this. 6. On Code Load Summary, please note that this is Tucson Electric Power Company service territory, not SRP. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 09/16/2005 | JMORALE1 | OUT TO CUSTOMER | Completed |
| 09/16/2005 | SUE REEVES | REJECT SHELF | Completed |