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Permit Review Detail

Permit Number: T03CM00760
Parcel: 13819105A

Address:
430 W ARAGON RD

Review Status: Completed

Review Details: COMMERCIAL TI

Permit Number - T03CM00760
Review Name: COMMERCIAL TI
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
02/19/2003 PATRICIA GEHLEN ZONING REVIEW Approved
02/19/2003 TACHONG1 FLOODPLAIN REVIEW Approved
03/11/2003 JIM EGAN FIRE REVIEW Approved
03/17/2003 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Denied 1. Coordinate plumbing plans with waste and vent riser diagram.
2. Correct fixture units and arithmetic on Fixture Connection Schedule. Reference Tables 6-3 and 7-3, UPC.
3. Correct water calculations as required using correct number of fixture units and demand based on supply system predominately for flush valves. Correct pipe sizing as required. Reference Appendix A, UPC.
4. Show riser diagram for utility sink and electric water cooler.
5. Show size, cleanout locations, and routing of existing waste piping.
03/17/2003 ROBERT SHERRY WATER REVIEW Approved
03/17/2003 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Denied Provide calculations demonstrating adequate ventilation. Reference Section 401, IMC.
03/18/2003 GERRY KOZIOL WWM REVIEW Approved
04/10/2003 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. Identify circuits for all new loads. Specific circuits on the panels, not just a reference to the panel.
2. Submit fixture schedules for all new lighting.
3. Provide Panel schedules for all panels feeding new loads. Show voltage, phase, current, and withstand rating. Circuits feeding new loads shall be depicted as to number of poles and breaker size. Include load calculation for final panel configuration.
4. Total load calculation shall include all new loads.
5. Provide a line diagram for the upgraded service and feeders to panels. Show available fault current at the service, and all other applicable points on the load side. Show bracing of all equipment, as appropriate.
04/21/2003 MARTIN HAEBERLE BUILDING-COMMERCIAL REVIEW Denied 1. Structural Calculations did not include design for the proposed ramp and platform. Note live load to be a minimum of 125 lb. per square foot. Revise calculations
2. Indicate panic hardware at exit doors per section 1003.3.1.9 IBC
3. Provide truss layout for trusses called out within structural calculations.
4. Revise occupant load calculations per Table 1003.2.2.2 IBC. Note stage and lobby/ vestibule areas.
5. Indicate the posting of an occupant load sign per section 1003.2.2.5 IBC.
6. Provide an additional exit in the assembly area per section 1008.2 IBC.
7. Provide approach clearance at nursing door per Figure 404.2.4.1 A117.1 ANSI

Final Status

Task End Date Reviewer's Name Type of Review Description
04/24/2003 MONICA VALDEZ OUT TO CUSTOMER Completed
04/22/2003 ANGIE SHOFFSTALL REJECT SHELF Completed