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Permit Review Detail

Permit Number: T06CM05559
Parcel: 11518023A

Address:
1333 N ORACLE RD

Review Status: Completed

Review Details: COMMERCIAL-BLDG/FIRE/ZONING/ENG

Permit Number - T06CM05559
Review Name: COMMERCIAL-BLDG/FIRE/ZONING/ENG
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
10/21/2006 SUE REEVES COMMERCIAL IMPACT FEE COMMERCIAL IMPACT FEE PROCESSING Passed
10/23/2006 DAVE MANN FIRE REVIEW Approved
11/20/2006 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. Provide available fault current at new Disconnect and PV Subpanel.
2. Provide fault current ratings at new Disconnect and PV Subpanel.
3. Provide inverter specifications.
4. Xantrex GT3.0 Inverter, according to the accompanying sheet (with no sheet number), produces output in the range of 211-264 volts. Not suitable for interconnection with a 208V service.
5. Conductor from PV Subpanel, to Sunshare Meter, 60A Disconnect, and Main Service Entrance is #6 on Electrical Diagram and #4 on One Line Diagram. Please clarify.
6. South Wall Exterior Elevations has a 200A Disconnect between the 60A Disconnect and the Service Entrance. According to the Electrical Diagram the 60A Disconnect feeds directly into the Service Entrance enclosure. Please clarify.
7. The wording "Main Service Disconnect located on South exterior wall." shall be placed on each inverter. Reference NEC 690.56 (B).
8. The wording on the 200A disconnect shall be modified to read: "Main Service Disconnect. Photovoltaic disconnects located on South interior wall."
11/28/2006 LEERAY HANLY BUILDING-COMMERCIAL REVIEW Denied 1) PROVIDE CLEAR SITE PLAN WITH LOCATION OF WORK NOTED AND WHAT WORK WILL BE. CURRENT SITE PLAN INDICATES IRRIGATION AND MASONRY WORK.
2) JUSTIFY 70 MPH WIND LOAD CALCULATIONS. FIGURE 1609 OF 2003 IBC HAS TUCSON AS 90 MPH. THE CITY OF TUCSON HAS NEVER USED THE 1997 UBC NOR CALIFORINA CODE.
3) PROVIDE ENGINEER SEALED STRUCURAL DETAIL SHEET THAT INCLUDES ROOF TRUSS LAYOUT (PP 3 OF 20 IN CALCS), UNIRAC MOUNTING DESIGN,PAGES 1 THRU 3 OF TRUSS REPAIR PAGES 0F CALCS.
4) PROVIDE SHORING SYSTEM DETAIL FOR TRUSS REPAIR.
5) SPECIAL INSPECTION SHALL BE REQUIRED FOR TRUSS REPAIR.

Final Status

Task End Date Reviewer's Name Type of Review Description
12/05/2006 FSANCHE1 OUT TO CUSTOMER Completed