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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Permit Number - T21CM01203
Review Name: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 03/04/2021 | SBLOOD1 | ENGINEERING | REVIEW | Approved | |
| 03/07/2021 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Reqs Change | 1. Sheet S2.0; Foundation Plan-North: A detail cut in the southwest corner of this plan (Grids E and 1) at a shear wall foundation indicates 225. Please revise that detail cut to 220. 2. Sheets S2.0 and S2.1; Foundation Plan Notes: Note 6 references a sump pit detail 233. Please revise that reference. 3. Sheets S2.0 and S2.1: A boxed note indicates the Rammed Aggregate Piers (RAP) submittal shall be a deferred submittal. That deferred submittal must be reviewed and approved by the registered design professional in responsible charge, along with the City of Tucson review and approval per the IBC Section 107.3.4.1. 4. Geotechnical Report; Page 11 (Deep Foundations): This report indicates the parking structure should be supported by drilled shaft foundations. The Foundation Plans (Sheets S2.0 and S2.1) indicate shallow spread footings in many areas. Are the shallow foundations being used because of the note on Sheets S2.0 and S2.1 that the spread footings shall bear on Rammed Aggregate Piers? No mention was made in the Geotechnical Report for this foundation type. Please verify. 5. Geotechnical Report; Page 14: This report indicates the allowable axial load capacity for drilled shaft foundations may require a reduction due to the shaft spacing. This appears it is applicable at the shear wall foundations. Please verify this reduction in shaft capacity was applied as required. 6. Structural Calculations; Page 3: The drilled shaft capacity is indicated as 250 kips for (1) 3'-0" diameter x 50'-0" shaft. The next line in the calculations indicates the actual depth of the shaft is 36'. Sheet 13 of the Geotechnical Report indicates the allowable axial load increases from 36' to 50'. Please verify the allowable axial capacity of the 3'-0" diameter shafts is correct as used. 7. General: Sheet A03: The Building Code Analysis indicates the Construction Type IA is due to future construction above the garage. Do structural calculations include loads from future construction above this garage? Please verify. 8. General: Please provide a Special Inspections Certificate with Parts A and B completed. 9. General: Please provide written responses to all review comments. |
| 03/09/2021 | STEVE SHIELDS | ZONING | REVIEW | Approv-Cond | ZONING REVIEW TRANSMITTAL FROM: PDSD Zoning Review PROJECT: T21CM01203 (1st Review) 260 S Church TCC Parking Garage “C” Foundation Only TRANSMITTAL: March 9, 2021 This site is located in PAD-5, parking is an allowed use the zone. The Zoning Review Section conditionally approves the foundation plan for this project. However, should there be any changes requested by other PDSD members, the Zoning Review Section approval is void, and we request copies of the revised plans to verify that those changes do not affect any zoning requirements. 1. The vehicle parking layouts shown on sheet A03, do not match the layouts shown on DP20-0205 sheets C6.0 & C6.1. Either the DP or Parking Garage plans will need to be revised to match. A hold has been but on the building final until the plans are revised to match. 2. The parking count on sheet A03 does not match the parking count shown DP20-0205 sheet C1.2. Either the DP or Parking Garage plans will need to be revised to match. A hold has been but on the building final until the plans are revised to match. A hold has been but on the building final until the plans are revised to match. Zoning will be willing to move the hold to the Certificate of Occupancy (C of O) once the full building plans have been submitted. If you have any questions about this transmittal, please contact Elisa Hamblin at Elisa.Hamblin@tucsonaz.gov |
| 03/11/2021 | JPEELDA1 | FIRE | REVIEW | Reqs Change | Need to revise DP/foundation/building and all associated plans so that we have aerial access per IFC 2018, D105 and that is also for the existing music hall. |
| 03/21/2021 | EHAMBLI1 | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Passed |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 03/22/2021 | PCAMARE1 | OUT TO CUSTOMER | Completed |