Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO. If you can not find what you are looking for please submit a records request.

Permit Review Detail

Permit Number: T04CM03977
Parcel: 14043011A

Review Status: Completed

Review Details: COMMERCIAL NEW

Permit Number - T04CM03977
Review Name: COMMERCIAL NEW
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
09/01/2004 Jim Egan FIRE REVIEW Approved
09/15/2004 DAVID RIVERA ZONING REVIEW Passed
09/16/2004 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Denied 1. Provide ventilation for the treatment building per Section 403.3, IMC 2000.
2. Provide mechanical exhaust for the restroom. Reference Section 403.3, IMC 2000.
3. Show the size, routing and termination of the condensate drain for the inside air handler. Condensate drains that terminate at or above grade outside the building must terminate in an area that is capable of absorbing the condensate flow without surface drainage. Reference Sections 307.2.1 and 307.2.2, IMC 2000 with local amendments.
09/16/2004 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Denied 1. The applicable code for all commercial plumbing projects is the 1994 Uniform Plumbing Code with State of Arizona Amendments.
2. Show how the potable water piping for the main control building has been sized. Include all fixtures and the potable water requirements of the process equipment when calculating the total demand and determining pipe sizes. Reference Sections 610.1 and 610.5, UPC 1994. Note: Limit the water velocity to less than 8 fps for the copper. Reference Section A 6.1, UPC 1994; IAPMO IS 20-93, Section 610.0; and IAPMO IS 3-93, Section 610.01.
3. Provide site drawing showing the size and route of the building water supply along with the location and size of both the water meter and the reduced pressure backflow preventer assembly. Reference Section 103.2.3, UPC 1994.
4. Provide riser diagrams for the waste and vent piping and the water piping in the main control room. Reference Section 103.2.3, UPC 1994.
5. Provide vent piping for the waste piping located in the treatment building. Reference Section 901.1, UPC 1994.
6. Show cleanouts in the building sewer. Reference Section 719.0, UPC 1994.
7. Provide fixture descriptions for all plumbing fixtures. Reference Section 103.2.3, UPC 1994.
8. Provide protection of the trap seal for the floor drain. Reference Sections 1007.0 and 1007.1, UPC 1994, as amended by the State of Arizona.
9. The maximum flow rates for plumbing fixtures shall be consistent with ARS Title 45, Chapter 1, Article 12. See text at: (http://www.azleg.state.az.us/ArizonaRevisedStatutes.asp) Reference Section 402.1, UPC 1994, as amended by the State of Arizona.
10. Provide a detail of the water heater installation, including the excess pressure relief valve, expansion tank, and valves. Reference Section 103.2.3, 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 Sections 804.4 and 804.5, IECC 2000.
12. Provide an accessible shut off valve for the potable water at its entrance to the building. Reference Section 605.3, UPC 1994.
13. Provide the rim elevation of the next upstream sanitary manhole and the first floor elevation. Determine the need for a backwater valve per Section 710.1, UPC 1994.
14. Specification 15140, section 3.4 calls out a sink (CS). Where is it located?
09/16/2004 ROBERT SHERRY WATER REVIEW Approved
09/17/2004 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. Please provide panel (feeder) load calculations and service load tabulation per NEC Article 220.
2. Since fault current at MCC is 24,290A, please demonstrate that available fault at equipment terminals for the Outdoor Air Handling Unit and the SVE Air Blower (B-420) is within their respective ratings, or justify otherwise.
3. On Sheet E-02, the Coyote Controller appears in writing, but has no connection to the MCC bus, no conductor, and no overcurrent protection. Please clarify.
4. On E-6 Sheet 1, show Water Heater disconnect. NEC 422 Part III.
5. From the fixture cut sheets, it does not appear that fixtures A, B and D meet the requirements of the Outdoor Lighting Code. Please provide full cutoff fixtures, or drop wattage to 50W.
6. It is not clear from the cut sheet that Fixtures A, B and D are suitable for a wet location. Please clarify.
7. Sheet E-2. It appears that the overcurrent protection for the 15 KVA X'FMR does not comply with NEC Table 450.3 (B). Changing the primary breaker from 30A to 25A, or changing the secondary protection from 60A to 50A will insure compliance.

Comments below apply to the skid.

1. Please provide panel (feeder) load calculations.
2. Please show location of Skid on site plan.
3. Show location of power source for Skid.
4. Show load tabulation for Skid per NEC Article 220, and size of feeder, and feeder overcurrent protective device. The direction given in the Specifications 16010-1 1.2 B 2 and 16020-1 1.2 D is rather vague.
5. It does not appear that fixture B meets the requirements of the Outdoor Lighting Code. Please provide full cutoff fixture, or drop wattage to 50W.
6. It is not clear from the cut sheet that Fixture B is suitable for a wet location. Please clarify.
7. It appears that the Skid would open to the elements, which would render the AC unit questionable.
8. On Panel LP-RRS it appears that the Control Panel and the AC Unit should be in separate 1-pole circuits. Please clarify.
9. Show location of Panel LP-RRS, 5000VA X'FMR, receptacles, and AC unit.
10. It appears that the 5000 VA X'FMR should be treated as a separately derived system per NEC 250-30. That being the case, a connection to the grounding electrode system needs to be established, and such Grounding Electrode Conductor and GND in the secondary conduit shall be #8.
10/01/2004 DOUG LAAKSO BUILDING-COMMERCIAL REVIEW Denied T04CM03976 .. 475 E ELVADO ROAD .. CONTROL BUILDING #2 ..
.. T04CM03977 .. 900 E SUSANA STREET .. CONTROL BUILDING #1..
.. T04CM03978 .. 900 E SUSANA STREET .. WALL AND ENCLOSURE ..
.. T04CM03979 .. 900 E SUSANA STREET .. CONTROL BUILDING #3 ..
.. DGL ..
.. BUILDING COMMENTS - 1st REVIEW


S1. Stepped foundations drawing CS-12, revise bottom of footings to comply with IBC Sec 1805.1, slope may not exceed 1:10 vs 1:2 on stepped footing details.
S2. Provide locations for buildings and structures by dimension from two adjacent property lines for each building or structure permitted.
S3. Provide structural calculations for footings and foundations , including stemwalls and address pipe and cable support design , attachment to and loads on masonry walls.
S4. Provide Inspection Program for Special Inspections required by Uniform Administrative Code Section #306, as amended .
S5. Special Inspection required for :
1. Masonry
2. Foundation excavation
3. Concrete
4. Field welding
5. Backfill
S6. Provide shop drawings for :
1. Precast concrete roof panels
2. Grating
S7. Detail connection of blocking to precast , ref details side bearing , edge flashing , end bearing option 1 and end bearing option 2, on drawing #CS-04.
S8. Field bending of reinforcing in masonry is not acceptable , please provide corner bars as dowels where required , ref side bearing and end bearing on drawing #CS-04.
S9. Provide complete structural calculations for buildings including lateral analysis and connection details.
S10. Provide toilet , ramps and level landings at mandoors , revise plans and show accessibile route per IBC and ANSI A117.1-1998 ed.
S11. Provide complete structural design including calculations and drawings for equipment platforms.
S12. Provide complete structural design including calculations and drawings for above ground tanks over 5000 gallons.
S13. Provide complete architectural and structural design including calculations and drawings for control building #2 and control building#3.

Questions? Call Douglas Laakso Structural Plans Examiner for the City of Tucson Development Services Department at (520) 791-5550 x1111
10/05/2004 Gerry Koziol WWM REVIEW Approved
10/05/2004 LOREN MAKUS ENGINEERING REVIEW Passed

Final Status

Task End Date Reviewer's Name Type of Review Description
12/07/2004 LISA LESNY OUT TO CUSTOMER Completed
12/07/2004 ANGIE SHOFFSTALL REJECT SHELF Completed