Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL NEW
Permit Number - T04CM00553
Review Name: COMMERCIAL NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 02/13/2004 | Robert Sherry | MECHANICAL-COMMERCIAL | REVIEW | Denied | 1. Provide calculations demonstrating adequate ventilation. Reference Section 401, IMC 2000. 2. Provide smoke detectors in the return air duct, upstream of any outside air connections, for all air distribution systems with a capacity greater than 2,000 CFM. Reference Section 606.1, IMC. 3. Provide structural calculations to verify that the existing roof is capable of supporting the additional dead load due to the installation of the fan coil and silencer units. Reference Section 1604, IBC 2000. |
| 02/13/2004 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. The rim elevation of the next upstream sanitary manhole (2649.06) is higher than the first floor elevation (2646.67). Provide backwater valve per Section 710.1, UPC 1994. 2. Provide cleanouts in the building sewer at intervals not exceeding 100 feet. Reference Section 719.1, UPC 1994. 3. Include the existing fixtures being served by the same water meter in the water calculations. Reference Section 610.1, UPC 1994. 4. Calculate the water demand using the public use fixture units shown in Tables 6-3 or A-2. Reference Section 610.3, UPC 1994. 5. Provide location and size of the RPBP assembly located after the water meter. Reference Section 610.2, UPC 1994. 6. The pressure-assisted water closets require a minimum pressure greater than the 15-PSI used in the water pipe sizing calculations. Revise calculations as necessary. Reference Section 608.1, UPC 1994. 7. Recalculate pressure loss calculations and resize pipe in accordance with Sections 610.5 and 610.6, UPC 1994. Limit the water velocity to less than 8 fps for the PVC and Copper piping. Reference Section A 6.1, UPC 1994; IAPMO IS 3-93, Section 610.0; and IAPMO IS 8-92, Section 610.1. 8. Revise the developed length of water supply piping shown in the water pressure calculations to coordinate with the lengths shown on sheets 1 and 9, including vertical sections of the pipe. Reference Section A 3.4, UPC 1994. 9. Resize the existing water meter to comply to Section 610.2, UPC 1994. 10. Show routing and termination of T&P relief piping. Reference Section 608.5, UPC 1994. 11. If the specified water heater is not supplied with integral heat traps, provide heat traps on the supply and discharge piping along with ½" insulation on the first eight feet of supply and discharge piping. Reference Section 704.4, IECC 1998. |
| 02/13/2004 | ROBERT SHERRY | WATER | REVIEW | Approved | |
| 02/27/2004 | RAUL PALMA | BUILDING-COMMERCIAL | REVIEW | Denied | City of Tucson, Development Services BUILDING AND STRUCTURAL COMMENTS 1) Specify the interior and exterior elevations. Any ramps required? 2) Provide engineering calc`s for porch structual members and their connections. 3) Sheet 7, stage elevations(left side shows a pair of doors, but plans show a single door only. Clarify! 4) Specify solid blocking behind grab bars at bathrooms. 5) How are the wood studs attached to the steel frame? Provide details showing how the partitions are attached at top and bottom. Specify the connectors, size, and spacing. 6) Provide engineering calc`s for the 2 12 @ 16" o.c. joists over storage and restrooms. (Include mechanical loading) 7) Calc`s sheet 3, regarding safety factor of 1.5, what section in the code Allows reduction of uplift load? Specify ! 8) At bottom of the same sheet shows a unit shear of .25 where was this obtained? 9) The handicapped restrooms as shown do not provide the required clearance specified in the code. See floor plan. The details on sheet 8 do not seem to go along with those on the floor plan. Clarify! 10) Section 1003.2.11.2 requires Emergency Power for egress illumination. initial emergency illumination to provide average of 1 /ft candle at floor level, with a minimum of .1ft. candle. Provide a photometric in the lighting fixture cut sheet to verify the coverage required. |
| 03/02/2004 | Linda Buczynski | ELECTRICAL-COMMERCIAL | REVIEW | Denied | TRANSMIT ORIGINAL DRAWINGS WITH NEXT SUBMITTAL. PLEASE CALL AT 791-5550 X1106 OR EMAIL AT LBUCZYN1@CI.TUCSON.AZ.US IF YOU CARE TO DISCUSS. 1. Please provide lighting fixture cut sheets for the egress lighting and Fixture A. The concern with the egress lighting is that the Structural Plans Examiner can not determine that the minimum 1 one footcandle is met for the egress path. The concern with fixture A is that, according to Prudential (213.746.0360), the T5 bulbs are 54W each, which does not correspond to the load calculations or IECC requirements. 2. Part 3 of the Specifications contains a reference to repair garages. Not applicable on this project. 3. Provide power for the 208V/1-phase/4.5 KW WH. Coordinate with Sheet P-1. 4. Circuit 11 has exterior lights in plan view, but is spare on panel schedule. Please clarify. 5. There are 5 uncircuited Lighting Fixtures A on the "north" side of the building. Please circuit. |
| 03/04/2004 | Paul Machado | ENGINEERING | REVIEW | Denied | 1. Per the engineering comments, the structure may be in a floodplain. Engineering will not approve the building per until the floodplain issue has been resloved. Paul Machado COT/DSD 791-5550 x1193 |
| 03/09/2004 | JIM EGAN | FIRE | REVIEW | Approved | |
| 03/11/2004 | PETER MCLAUGHLIN | ZONING | REVIEW | Denied | Site plan approval required prior to approval of building. |
| 03/19/2004 | GERRY KOZIOL | WWM | REVIEW | Approved |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 03/19/2004 | EGRANT1 | OUT TO CUSTOMER | Completed |
| 03/19/2004 | SUE REEVES | REJECT SHELF | Completed |