Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - TI
Permit Number - T19CM05050
Review Name: COMMERCIAL - TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 07/16/2019 | MRESS1 | ZONING | REVIEW | Approved | |
| 07/16/2019 | RMCCOY1 | MECHANICAL-COMMERCIAL | REVIEW | Approved | |
| 07/16/2019 | DAN SANTA CRUZ | ELECTRICAL-COMMERCIAL | REVIEW | Reqs Change | Please address the following electrical plan review comments. Also provide a written response. 1. Could not locate load calcs. As stated in the panel schedule. 2. Is panel 'A' new or existing? If new, please provide load calcs in the panel schedule. 3. Show the location of panel 'A' and the service equipment. 4. Provide a complete line diagram if panel 'A' is new. 5. This is not considered residential. Please revise all electrical code references to 2017 NEC. Ref; 2017 NEC, 2018 IBC sec 107.2.1, City of Tucson Commercial Plan Submittal Requirements. www.tucsonaz.gov/pdsd. |
| 07/16/2019 | MRESS1 | ENGINEERING | REVIEW | Passed | |
| 07/16/2019 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Reqs Change | 1. Sheet A100; Code Analysis: The Building Code indicates the 2018 IRC. This project should be permitted using the 2018 IBC. Please revise. 2. Sheet A100; Code Analysis: Please provide the occupancy load on this sheet for the living room addition. 3. Sheet A100; Code Analysis: Please indicate the Occupancy Classification and the Construction Type on this sheet. 4. Structural Calculations; Geotechnical: The presumptive allowable bearing pressure is indicated as 1500 psf. The City of Tucson requires the bottom of the foundation to be a minimum of 18" below finish grade to get 1500 psf. For a foundation a minimum of 12" below finish grade, an allowable bearing pressure of 1000 psf may be used. 5. Sheet S100; Detail 3: Please revise the depth of the footing to be a minimum of 12" below finish grade. 6. Sheet S100: Please provide a list of material strengths on this sheet. 7. Sheet S100: Please provide the diaphragm nailing pattern required at the roof deck on this sheet per the structural calculations Sheet 7. 8. General: Please provide a Special Inspection Certificate with Parts A and B completed. 9. General: Please provide written responses to all review comments. |
| 07/16/2019 | RMCCOY1 | WATER | REVIEW | Passed | |
| 07/16/2019 | RMCCOY1 | PLUMBING-COMMERCIAL | REVIEW | Passed | |
| 07/16/2019 | ERIC NEWCOMB | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Approved | |
| 07/18/2019 | MARTIN BROWN | FIRE | REVIEW | Approved |