Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - TI
Permit Number - T19CM02540
Review Name: COMMERCIAL - TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 04/15/2019 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Approved | |
| 04/17/2019 | MARTIN BROWN | FIRE | REVIEW | Approved | |
| 05/02/2019 | DAVID RIVERA | ZONING | REVIEW | Reqs Change | FROM: David Rivera PDSD Zoning Review Section PROJECT: T19CM0540 - Midtown Police Station Solar - Parking Lot Solar Panels (1st Review) 1310 W. Miracle Mile - C-2 Zoning TRANSMITTAL DATE: May 2, 2019 DUE DATE: May 9, 2019 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. 01. COMMENT: Zoning has reviewed the building plans for the proposed solar panels but cannot approve them on this review. Please address the following comments and resubmit for review or request and over the counter review as the comments are minor. 02. COMMENT: On plan sheet C4.0, draw and dimension the parking spaces. Based on the Cross section detail on sheet S3 the overall length of the canopies is 37 feet. A double row of parking spaces is 36 feet in length. Structures over parking spaces must be setback a minimum of 1 foot from the rear of the parking spaces or both ends of the canopies must have a 15 foot clearance when the structure is encroaching onto a PAAL. 03. COMMENT: Revise plan sheets to include information noted above and revise the plans to comply with the requirements noted below. 7.4.6. MOTOR VEHICLE USE AREA DESIGN CRITERIA 7.4.6.E.2 - Height Clearance The minimum height clearance along access lanes and PAALs is 15 feet, except as follows. 7.4.6.F.2 - Setbacks from Access Lanes and PAALs a. Access lanes and PAALs must be setback at least one foot from: (1) An open structure, such as a carport or covered pedestrian access path as measured from the closest part of the structure or roof overhang; or, If you have any questions about this transmittal, Contact David Rivera on Tuesday or Wednesday at (520) 837-4957 or by email David.Rivera@tucsonaz.gov or contact Steve Shields any time during the week at (520) 837-4956 or email Steve.Shields@tucsonaz.gov RESUBMITTAL OF THE FOLLOWING IS REQUIRED: Revised Building Plans |
| 05/06/2019 | DAN SANTA CRUZ | ELECTRICAL-COMMERCIAL | REVIEW | Reqs Change | Please address the following electrical plan review comments. Also provide a written response. 1. Provide summarized total inverter output amperage calculations and verify compliance with NEC 705.12B2 (3)(a). 2. The line diagram shows part of the switchgear bus rated at 2000 amps. Provide a complete line diagram showing all the bussing and ratings. 3. Provide required information for multiple-ampacity busbars as required per art 705.12B2 (3) (e). 4. Verify the bus is marked by the manufacturer "TAP" at the point of interconnection or provide for an NRTL field evaluation. 5. Verify by the Switchgear Manufacturer in writing, signed by an authorized designer employed by that manufacturer that the GFI circuitry at the Main Service Fused Disconnect is suitable for back-feeding. NEC 705.12B(4). Also see UL 489. 6. If utilizing a GFI protected feeder as stated for 'STBK-01', then provide an engineered assessment of magnitudes of the potential fault currents available from utility and pv sources, and determine the proper settings for all adjustable trip ground fault protection devices that will ensure that the load circuits are protected from all ground fault current sources. This assessment may need the consulting of the switchgear designer. It may be easier to propose a supply side tap ahead of the service equipment main breaker. 7. Identify the dedicated overcurrent and disconnecting means at the point of interconnection as required per art 705.12B(1). Ref; 2017 NEC art 690, 705, 2018 IBC sec 107.2.1 |
| 05/08/2019 | LOREN MAKUS | ENGINEERING | REVIEW | Passed |