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Permit Review Detail

Permit Number: T20CM05681
Parcel: 113071800

Review Status: Completed

Review Details: COMMERCIAL - NEW

Permit Number - T20CM05681
Review Name: COMMERCIAL - NEW
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
08/31/2020 DAN SANTA CRUZ ELECTRICAL-COMMERCIAL REVIEW Reqs Change Please address the following electrical plan review comments. Also provide a written response.
1. Revise the references to the IRC to the appropriate 2017 NEC references. This project is considered commercial
2. The Laundry receptacles need to be GFI protected NEC 210.8A(10).
3. Ref; Plan Sheet E1.0. Correlate the service identifications on the line diagram with the building numbers on the Electrical Site Plan.
Ref; 2018 IBC sec, 107.2.1, 2017 NEC, 2018 IECC, City of Tucson Commercial Plan Submittal Requirements, 2012 Tucson/Pima County Outdoor Lighting Code.
09/02/2020 STEVE SHIELDS ZONING REVIEW Reqs Change CDRC TRANSMITTAL

TO: Development Services Department
Plans Coordination Office

FROM: Steve Shields
Section Manager

PROJECT: T20CM05681
Hedrick Apartment Buildings
1328 E Hedrick Dr.

TRANSMITTAL DATE: September 2, 2020

DUE DATE: September 1, 2020

COMMENTS: Please resubmit revised drawings and any redlined plans along with a detailed response letter, which states how all Zoning Review Section comments were addressed.

1. The building plans have been reviewed for conformance to DP20-0117. Although the building plans appear to match what is provide on the DP Zoning cannot approve the building plans until the DP is approved and all other PDSD review agencies have approved.

2. As this is 3 separate building this should be submitted as 3 separate permits.

If you have any questions about this transmittal, please Steve Shields, (520) 837-4956 or Steve.Shields@tucsonaz.gov

RESUBMITTAL OF THE FOLLOWING IS REQUIRED: Revised development package
09/03/2020 JPEELDA1 FIRE REVIEW Approved
09/08/2020 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Reqs Change 1. Provide a site drawing showing the size, route, and slope of the building sewer and the location of its connection to the public sewer. Reference: Section 107.2.1, IBC 2018.
2. The fixture drain serving an automatic clothes washer shall connect to a fixture branch that is at least 3 inches in diameter (e.g. two clothes washers or one clothes washer and one other fixture). Reference: Section 406.2, IPC 2018.
09/08/2020 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Reqs Change 1. Provide a site drawing showing the size, route, and slope of the building sewer and the location of its connection to the public sewer. Reference: Section 107.2.1, IBC 2018.
2. The fixture drain serving an automatic clothes washer shall connect to a fixture branch that is at least 3 inches in diameter (e.g. two clothes washers or one clothes washer and one other fixture). Reference: Section 406.2, IPC 2018.
3. Rain gutters are specified on sheet 1. Show the size of the gutters as well as the location and number of downspouts if gutters are to be installed. Reference: Section 107.2.1, IBC 2018.
09/08/2020 ROBERT SHERRY WATER REVIEW Reqs Change Show the location of the proposed water meter, backflow preventer, and the water service pipe on a site plan. The development package is not a substitute for a complete site plan. Reference: Section 107.2.1 and 107.2.6, IBC 2018
09/18/2020 JOHN VAN WINKLE ENGINEERING REVIEW Reqs Change T20CM05681

1) Approval of DP20-0117 required prior to approval of the building plans

John Van Winkle, P.E.
John.VanWinkle@tucsonaz.gov
09/25/2020 ERIC NEWCOMB BUILDING-COMMERCIAL REVIEW Reqs Change 1. Sheet CS-1; Applicable Building Codes: Please add the 2009 ICC/ANSI A117.1 Accessibility Code to this list.
2. Sheet 1; Structural Specifications (Foundations): The first note references the IBC Table 1804.2 and Section 1805.2 for allowable soil bearing values. Please revise those references.
3. Sheet 1; Structural Specifications (Foundations): The first note indicates an allowable soil bearing value of 1500 PSF at 12" depth. A 1500 PSF allowable soil bearing value must be a minimum of 18" from finish grade to the bottom of footing. Please revise that note.
4. Sheet 1; Code Analysis: Please indicate the allowable building height in feet references the IBC Table 504.3, and the allowable building height in stories references the IBC Table 504.4.
5. Sheet 1; Site Plan: Please indicate on this sheet the building separation distances of Unit 1 to Unit 2, Unit 1 to Unit 3, Unit 2 to Unit 3, and all of those buildings to prooperty lines. Using the IBC Table 602 with those separation distances, you can determine the required fire resistance rating for the exterior walls of each unit. Use the IBC Sections 705.3 through 705.5 to meet those design requirements.
6. Sheet 1; Code Analysis: Please indicate on this sheet the occupancy load for all units, and the total occupant load.
7. General: Per the IBC Section 1107.6.2.2.2, Type B units are required. Please indicate that on the drawings, and reference the ICC/ANSI A117.1 Section 1004 for those requirements.
8. General: Provide restroom wall elevations indicating grab bar reinforcement per the ICC/ANSI A117.1 Section 1004.11.1.
9. General: Please provide structural calculations for all units.
10. General: Per the IBC Section 420.2 and Section 708, fire partitions between apartments are required to have a fire resistance rating of 1/2 hour (708.3). Please indicate this on the drawings, and provide a U.L. Listing Number or an IBC Prescriptive fire resistance rating Item Number per Table
721.1(2).
11. General: Please provide written responses to all review comments.
09/25/2020 ERIC NEWCOMB COMMERCIAL IMPACT FEE COMMERCIAL IMPACT FEE PROCESSING Needs Review

Final Status

Task End Date Reviewer's Name Type of Review Description
10/07/2020 IMONSHI1 OUT TO CUSTOMER Completed