Permit Review Detail
Review Status: Completed
Review Details: RESUBMITTAL
Permit Number - T07BU00175
Review Name: RESUBMITTAL
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 05/02/2007 | WILDAN | 2ND PARTY REVIEW | REVIEW | Denied | May 2, 2007 City of Tucson Development Services P.O. Box 27210 Tucson, AZ 85726 RE: TJ Bednar Retaining Walls – 2nd REVIEW CITY OF TUCSON LOG NO. T07BU00170 through 177 WILLDAN PROJECT NO. 13881-7042 The second review for the above project has been completed. This letter contains comments which need to be addressed by written responses to each which indicate any actions taken. In order to facilitate a shorter second review, all corrections and revisions must be made on the original plans and two complete new sets of prints, along with one complete redlined set, must be returned to our office. To avoid delays, ensure that all corrections have been made, are complete, and have been coordinated on all applicable detail and note sheets, and that all changes have been highlighted with appropriate revision numbers, revision dates, and “cloud bubbles.” Pen or pencil corrections on final prints are not acceptable. This project has been reviewed for conformance with the 2003 IRC, 2003 IBC, 2003 IMC, 2003 IECC, 1997 UAC, 2002 NEC with local modifications, and the 2003 UPC. Any revisions to this plan will require an additional review and approval by Willdan. Should you have questions regarding the comments herein, please contact your plans examiner John Tennant. Occupancy Occup. Load Construction Area S.F. Sprinklered Alarms N/A N/A N/A N/A N/A N/A Special Inspection is required for the following items: N/A The following items are acceptable for deferred submittals: N/A GENERAL COMMENTS: ARCHITECTURAL COMMENTS: Reviewed and accepted. STRUCTURAL COMMENTS: Structural Calculations Please provide derivation of the wind load used on the free standing site wall as well as the retaining walls. 10psf is the code minimum wind, but not necessarily the design pressure. Please show that the wind load conforms to ASCE 7-02 Section 6.5.13. Comment Remains: Please see stated ASCE 7-02 section for wind loading or provide derivation and code reference for current wind pressure. PLUMBING COMMENTS: Reviewed and accepted. MECHANICAL COMMENTS: Reviewed and accepted. ELECTRICAL COMMENTS: Reviewed and accepted. ENERGY CODE COMMENTS: Reviewed and accepted. ACCESSIBILITY COMMENTS: Reviewed and accepted. Sincerely, WILLDAN Chris Kiel, C.B.O., M.C.P. Building Official CEK/jk |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 05/07/2007 | BETH GRANT | OUT TO CUSTOMER | Completed |
| 05/07/2007 | SUE REEVES | REJECT SHELF | Completed |