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Permit Number: T22CM04952
Parcel: 11706168A

Address:
33 S 5TH AV

Review Status: Completed

Review Details: COMMERCIAL - TI

Permit Number - T22CM04952
Review Name: COMMERCIAL - TI
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
07/01/2022 MGAYOSS1 DESIGN PROFESSIONAL REVIEW Completed This will be a modification to the approved design package (available in PRO under T21SA00082) that will required PRS and DRB review. Could you please include in your design package:
1. In Project Statement (PDF page 6), please list the changes that are now being proposed, and why the changes;
2. Include the previously approved design package, and cloud/redline the areas where the changes are being proposed. Are there are changes to the north facade? Is the outdoor seating area still planned? If not, please make sure to indicate it.
Once I receive the items above, I can forward them to the Historic Preservation Officer to make sure everything needed for historic review has been included, and to see if she has any preliminary comments. Thanks.
07/05/2022 STEVE SHIELDS ZONING REVIEW Approved
07/05/2022 SSHIELD1 COMMERCIAL IMPACT FEE COMMERCIAL IMPACT FEE PROCESSING Passed
07/21/2022 JVINCEN1 FIRE REVIEW Approved
07/25/2022 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Passed
07/25/2022 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Reqs Change Demonstrate energy code compliance for the alteration to the building envelope using calculations based on the current code (e.g. U-Value and SHGC for new fenestration). Reference: Sections C503.1 and C503.3.2, International Energy Conservation Code 2018.
07/25/2022 ROBERT SHERRY WATER REVIEW Completed
07/26/2022 DAN SANTA CRUZ ELECTRICAL-COMMERCIAL REVIEW Passed
08/02/2022 SSHIELD1 ENGINEERING REVIEW Passed
08/13/2022 WILDAN BUILDING-COMMERCIAL REVIEW Reqs Change Activity Number: T22CM04952

GENERAL:
Provide written responses to all review comments.
Provide a complete plan set.
Provide additional documents as requested by review staff.

Denied
New guardrail is required to be in accordance with IBC 1015. Specify the height, and clear space between railing.
Provide structural calculations for required loads to guard rails of 50 lb. PLF, 200 lb. concentrated; Specify method of attachment of guardrails to rough-opening and deck. IBC 1607.8.1.


If you require additional clarification regarding these comments, please contact Doris Benoit at doris.benoit@tucsonaz.gov