Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - TI
Permit Number - T20CM05635
Review Name: COMMERCIAL - TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 09/02/2020 | JPEELDA1 | FIRE | REVIEW | Approved | |
| 09/04/2020 | NICHOLAS ROSS | ZONING | REVIEW | Reqs Change | DP20-0155 must be approved first |
| 09/04/2020 | NROSS1 | ENGINEERING | REVIEW | Reqs Change | DP20-0155 must be approved first |
| 09/28/2020 | PIMA COUNTY | ELECTRICAL-COMMERCIAL | REVIEW | Completed | |
| 09/28/2020 | PIMA COUNTY | MECHANICAL-COMMERCIAL | REVIEW | Completed | |
| 09/28/2020 | PIMA COUNTY | BUILDING-COMMERCIAL | REVIEW | Reqs Change | 1. DP20-0155 must be approved first. 2. No building envelope COMcheck has been submitted. Therefore, you must use the prescriptive insulation systems shown in the 2018 IECC Table C402.1.3. Per that table new exterior metal framed walls shall have minimum R-13 cavity insulation between metal studs plus minimum R-5 continuous insulation exterior to the metal studs. The Wall Legend on sheet A1.0 shows only R-21 cavity insulation for wall type 1. Please revise or submit a COMcheck showing compliance. 3. Keynotes for the building elevations on sheet A2.0 indicate that the existing exterior finishes for this building will be replaced. Please thoroughly indicate all that will be removed on the demolition drawing, sheet A0.1. Provide demolition exterior elevations, if required to show extents. Ref. 2018 IBC 107.2.1. 4. Neither water-resistive barrier for walls nor underlayment for roofing is shown in the Div. 7 Thermal/moisture Specifications on sheet A6.0, Div. 9 Finishes Specification on sheet A6.1, or in the exterior envelope details on sheet A7.0. Revise details and specifications. Ref. 2018 IBC 1403.2 and 1507.1.1. 5. On sheet S0.0, revise the General Reference to show the 2018 International Building Code rather than IBC 20128. Ref. 2018 IBC 107.2.1. 6. On this sheet, the Design Loads refer to a soils report. Submit this referenced report. If no report, revise note and state that prescriptive soil bearing pressure per 2018 IBC Table 1806.2 is used. Ref. 2018 IBC 107.2.1. 7. Foundation and Earthwork notes 6, 7 and 9 on sheet S0.0 require compliance with the report. Provide report. If no report, revise notes to delete references to one. Ref. 2018 IBC 107.2.1. 8. Basic wind speed in the Structural Calculations is shown as 90 MPH with a reference to IBC 2018 Section 1609. Per Table 1609.3(1) the basic wind speed V for Risk Category II is 105 MPH. 9. Include roof sheathing thickness and nailing in the structural sheets. Roof sheathing only shown in details on sheet S3.0 and called "new roof shtg". 10. Submit a completed City of Tucson Special Inspections Certificate. |
| 09/28/2020 | PIMA COUNTY | WATER | REVIEW | Completed | |
| 09/28/2020 | PIMA COUNTY | PLUMBING-COMMERCIAL | REVIEW | Completed | |
| 09/29/2020 | ARUIZ1 | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Needs Review |