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Permit Review Detail
Review Status: Requires Resubmit
Review Details: COMMERCIAL REVIEW - FULL v.2
Permit Number - TC-COM-0424-00609
Review Name: COMMERCIAL REVIEW - FULL v.2
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 06/24/2024 | Bldg Permits - Post Review | PENDING ASSIGNMENT | |||
| 06/24/2024 | Commercial Electrical | REQUIRES RESUBMIT | Please address the electrical plan review comments and provide a written response. 1 Ref; Plan sheet E1.01. Outdoor Lighting Calculations. The following discrepancies are noted. 1a. The Lighting area is ‘E3’ not ‘E3A’. Please indicate the correct lighting area and option used per table 401.1. 1b. Per the Pima County Assessor. The parcel size for that location is .7 acres not .57. 1c. Revise the lumen calculations utilizing the correct data and re-submit. 2 There was no written response submitted for electrical review comments #9, #10, #11. It appears the lighting branch circuits have been addressed for review comment #9. Please address the previous review comment #10 and #11. Previous review comments #10 and #11; #10 Verify that a GFI protected 120V receptacle is provided for Mechanical equipment maintenance where applicable per NEC art 210.63. #11 Provide a note on the power and lighting plans requiring wiring methods to comply with NEC art 511 for Commercial Garages. Ref; 2017 NEC, 2012 Tucson/Pima County Outdoor Lighting Code (OLC), 2018 IBC sec 107.2.1. 2018 IECC. |
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| 06/24/2024 | Commercial Plumbing | REQUIRES RESUBMIT | 1. No response submitted. [Initial comment: Verify that the distance from the hot water source to the hot water termination for the public lavatories complies with the requirements of Section C404.5, IECC 2018.] 2. The proposed roof drainage design is puzzling. The design calls for 8” roof drains (each good for 1,117 GPM), 4” x 5” drain leaders (external drain pipes that are each good for 360 GPM) and no provision for secondary (overflow) drainage. See Sections 1105, 1106, and 1108, IPC 2018 for design guidance. [Initial comment: Clarify the design for the roof drainage. Key notes 06 and 07 call out a 6” x 8” primary scupper and a 6” x 12” overflow scupper respectively but the roof plan (01/A1.102) and the North Elevation (01/A2.101) show primary roof drains and no scuppers. Reference: Section 107.2.1, IBC 2018.] |
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| 06/24/2024 | Commercial Structural | REQUIRES RESUBMIT | TC-COM-0424-00609 (3201 S PARK AV TUCSON, AZ 85713) 2nd review Ground up construction, including site work of Single Story, 3 Service Bay Take 5 Oil Change with restroom, storage and support space. Please submit your revised documents along with a detailed response letter, which states how all Building Review Section comments were addressed. Additionally, please submit complete copies of all permit documents (i.e. plans, calculations, reports, etc.) even if they have not been changed 1. Sheet G0.001: Please amend plans as the Sheet Index does not match the sheets submitted. All of the “C” and “L” labeled sheets are missing IBC 107.2.1 Comment remains and is expanded: Please amend plans to ensure the Index includes all sheets present in the construction drawings and does not include sheets contained in other documents. IBC 107.2.1 3. Sheet G0.003: Please amend detail 09/G0.003 to indicate the thickness of the exterior CMU. IBC 107.2.1 and provide Structural design and calculations for exterior masonry wall as required by IBC 1403.4 and Chapter 21. Comment partially remains: The request for Structural design and calculations for exterior masonry wall/veneer was not answered. Please provide the design and calculations with the next submittal. We are referring to the masonry accent piers and masonry extending above the CMU wainscot Mark Masek Plans Examiner – Building Safety Planning and Development Services | City of Tucson main 520.837.4994 email mark.masek@tucsonaz.gov |
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| 05/23/2024 | PDSD Application Completeness | REVIEW COMPLETED |