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Permit Number: T16CM02493
Parcel: 11202003D

Review Status: Completed

Review Details: COMMERCIAL - NEW

Permit Number - T16CM02493
Review Name: COMMERCIAL - NEW
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
04/07/2016 KEN BROUILLETTE FIRE REVIEW Passed
04/19/2016 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Passed
04/19/2016 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Passed
04/19/2016 ROBERT SHERRY WATER REVIEW Completed
04/25/2016 STEVE SHIELDS ZONING REVIEW Reqs Change PDSD TRANSMITTAL

FROM: Steve Shields
Principle Planner

PROJECT: Banner University Medical Center - North Campus Parking Structure
T16CM02493
Building Plan (1st Review)

TRANSMITTAL DATE: April 25, 2016

1. The steel and stairs package has been reviewed by Zoning Review Section but cannot approve the plan until all zoning comments or concerns have been addressed.

2. The steel and stairs package has been reviewed and it appears that the plans match development package DP16-0030. But until development package DP16-0030 is approved Zoning cannot approve the steel and stairs package.

3. Until the above comments have been addressed and all other PDSD review agencies have approved the building plans zoning cannot approve.

If you have any questions about this transmittal, please contact me at Steve.Shields@tucsonaz.gov or (520) 837-4956
04/27/2016 LOREN MAKUS ENGINEERING REVIEW Needs Review Development Package must be approved first.
05/02/2016 ERIC NEWCOMB BUILDING-COMMERCIAL REVIEW Reqs Change 1. SHEET G2.1.1; PROJECT CODE SUMMARY: THE REQUIREMENTS FOR THE OPEN PARKING GARAGE AS LISTED IN THE IBC SECTION 406.5, THE MINIMUM FIRE RESISTANCE RATINGS AS LISTED IN THE IBC TABLES 601 AND 602, AND THE REMAINING INFORMATION LISTED ON THIS SHEET WILL BE REVIEWED DURING A LATER PHASE OF THIS PROJECT.
2. SHEETS G2.2.1 AND G2.2.2: THE LIFE SAFETY PLANS INDICATED ON THESE SHEETS WILL BE REVIEWED DURING A LATER PHASE OF THIS PROJECT.
3. SHEETS S1.1 AND S1.2: THE CITY OF TUCSON REQUIRES ALL LETTERING (UPPER AND LOWER CASE) TO BE A MINIMUM OF 3/32" IN HEIGHT. PLEASE REVISE.
4. SHEET S1.1; GENERAL STRUCTURAL NOTES (LOADS): PER THE IBC TABLE 1607.1, CONCENTRATED LIVE LOADS MUST FOLLOW THE DESIGN AS INDICATED IN NOTE a. PLEASE VERIFY IN THE CALCULATIONS ALL UNIFORM AND CONCENTRATED LOAD OPTIONS HAVE BEEN CONSIDERED IN THE DESIGN.
5. SHEET S2.1.0 (FOUNDATION PLAN); SHEET PC-100 (KEY PLAN): THESE PLANS INDICATE DIFFERENT NORTH ARROWS. PLEASE COORDINATE.
6. SHEETS S2.1.1A AND S2.1.1B: PLEASE ADD NORTH ARROWS TO THE PLANS.
7. SHEET S2.1.1B (FOUNDATION PLAN); STRUCTURAL CALCULATIONS (SHEET 17): THE CALCULATIONS INDICATE THE WALL FOOTING IS 12" THICK X 2'-6" WIDE, WHILE THE WALL FOOTING SCHEDULE ON SHEET S2.1.1B INDICATES 1'-0" HT. AND 2'-0" WIDTH (WF6). PLEASE COORDINATE.
8. GENERAL: PLEASE PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS.
05/02/2016 DAN SANTA CRUZ ELECTRICAL-COMMERCIAL REVIEW Passed

Final Status

Task End Date Reviewer's Name Type of Review Description
05/04/2016 CPIERCE1 OUT TO CUSTOMER Completed