City of Tucson

Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO. If you cannot find what you are looking for please submit a records request.

Permit Number: T19CM01258

Parcel: 11612009A

Address:

1299 W SPEEDWAY BL

Review Status: Completed

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

Permit Number - T19CM01258

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

Review Status: Completed

Review Date	Reviewer's Name	Type of Review	Description	Status	Comments
02/28/2019	MASHFOR1	FIRE	REVIEW	Approved
03/21/2019	DAN SANTA CRUZ	ELECTRICAL-COMMERCIAL	REVIEW	Approved	Please provide full size electrical plans sealed by a Professional Electrical Engineer registered in the State of Arizona. Ref; City of Tucson Commercial Plan Submittal Requirements.
03/21/2019	ERIC NEWCOMB	BUILDING-COMMERCIAL	REVIEW	Approved	1. Sheet PV-1: This sheet must be sealed, signed, and dated by an Arizona licensed professional unless this is a residential project. Please verify. 2. Sheets S1, S2, and S3: These sheets must be sealed, signed, and dated by an Arizona licensed professional engineer. 3. Sheets S1, S2, and S3: Please revise the sheet numbers as required. 4. Sheet S2 (Section B); Structural Calculations (Sheet 2.0): The profile of the carport structure in the calculations does not match the profile on the drawings. Please coordinate. 5. Sheet S2 (Member Sizes Table); Structural Calculations (Sheet 4.12): The calculations indicate a 0.135" thickness for the beam, while the drawing indicates a 0.105" thickness. Please coordinate. 6. Sheet S2 (Pier Footing B1); Structural Calculations (Sheet 6.0): The drilled pier depths differ in the calculations and the Detail B1. Please coordinate. 7. Sheet S2 (Spread Footing B2); Structural Calculations (Sheet 6.3): The footing sizes differ in the calculations and the Detail B2. Please coordinate. 8. Structural Calculations; Sheets 3.3, 3.7, 3.11, 3.19, 3.23, 3.27, and 3.31: The purlins on Sheets 3.3, 3.7, 3.19, and 3.23 indicate a 0.063" thickness for the purlins, while Sheets 3.11, 3.27, and 3.31 indicate 0.058". Please coordinate. 9. General: Please provide the Special Inspection Certificate with Parts A and B completed. 10. General: Please provide written responses to all review comments.

Final Status

Task End Date	Reviewer's Name	Type of Review	Description
03/21/2019	AVAUGHN1	APPROVAL SHELF	Completed
03/15/2019	AVAUGHN1	OUT TO CUSTOMER	Completed
03/15/2019	AVAUGHN1	REJECT SHELF	Completed