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Permit Review Detail
Review Status: Requires Resubmit
Review Details: COMMERCIAL REVIEW - FULL v.2
Permit Number - TC-COM-0823-02017
Review Name: COMMERCIAL REVIEW - FULL v.2
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 10/31/2023 | Bldg Permits - Post Review Express | PENDING ASSIGNMENT | |||
| 10/13/2023 | External Reviewers - SAFEBuilt | REQUIRES RESUBMIT | Structural(S) Reviewer Madeline Nelson mnelson@safebuilt.com Denied Reason: Date Completed : 10/10/2023 8:28:01 PM 1. GENERAL - SPECIAL INSPECTIONS: The submitted Special Inspections Certificate "Spl. Insp. Cert. Initial - Woodspring Suites-2023-10-03_v1.pdf" is currently missing a signature by the owner or owner's representative under "Part A: Owner's Acknowledgement and Certification". Per the City of Tucson, Part A is required to be signed prior to issuing a building permit. Please resubmit this form with the required signature. 2. S0.0 - GEOTECHNICAL REPORT: The allowable bearing pressure listed on the Structural General Notes does not appear to match the recommendations in the submitted geotechnical report. The amended report dated June 30, 2023 provides an improved allowable bearing pressure of 3,000 psf to be used for foundations below the elevator shaft, bearing 5 to 10 feet below grade. However, the typical allowable bearing pressure prescribed in the original Report 17-02720 dated September 20, 2017 varies from 2,000 to 2,500 psf for continuous and isolated spread footings (Section 6.2, pg. 7 of 47). These typical values were not adjusted in the more recent report and are thus understood to control in the design of typical foundation conditions. Please update the general notes AND the structural calculation package to reflect these minimum values or provide a revised geotechnical report. 3. S0.0 - COMPONENTS & CLADDING WIND PRESSURE: Pressure values listed in the Structural General Notes under Components and Cladding Wind Pressures do not appear to match the values in the structural calculation package, pages A24 and A25 of 31. Please clarify how these values were calculated and adjust the values on the Structural General Notes if required. Building(B) Reviewer Andrew Bevis abevis@safebuilt.com Approved Reason: Date Completed : 10/9/2023 5:10:50 PM Mechanical(M) Reviewer Jorge Valido jvalido@safebuilt.com Approved Reason: Date Completed : 10/10/2023 11:33:10 AM Electrical(E) Reviewer Ron Ross rross@safebuilt.com Conditionally Approved Reason: Date Completed : 9/2/2023 2:47:13 PM Electrical Review of WoodSpring Suites By: Ron Ross PE E-1: Panels G404 thru G418 are missing destination/source feeds as compared to Panel G419 thru G436. Arrows shown may not be required. Clarify/correct as required. E-5: Keynotes 6 and 8 not properly shown. Plumbing(P) Reviewer Perry Hendershott phendershott@safebuilt.com Approved Reason: Date Completed : 10/12/2023 11:11:21 PM Second Plumbing Review: OK 1). Resolved-Need to Address Bldg. plan review comments 3, 4. 7 & 8. -IPC 403.1, 1106.3, 1106.5, 1108 2). Resolved-Add Roof GPM loads that each set of scuppers & downspouts will be responsible for along with sizing calculations to Plan page A1.3 -IPC 1106.1, 1106.3, 1106.5, 1108 3). Resolved-Plan page M- 2 Detail 2 shows independent wall exhaust & intake for gas water heaters, detail 5 on same shows single concentric wall termination? Plan page needs to correlate. -IFGC 106.3 4). Resolved-Plan page M-2 detail single combustion air louver for gas dryers will need to be within 12" of ceiling -IFGC 304.6.2 5). Resolved-Gas meter location on plumbing floor plan page P-4 isn't clear -IFGC 106.3.1 6). Resolved-Add gas sizing table used to plan page P-6, -IFGC 402.3 7). Resolved-show the P12 trench drain on plan pages P-2 & P-5 -IPC 106.3.1 8). Resolved-Plan Page P1 note #1 is stating carrier toilets? the models selected & Plan page P5 riser diagram don't correlate with carrier toilet rough in style. -IPC 106.3.1 9).Resolved- Coffee water line note #20 on Plan page P4 needs to include an ASSE 1022 or 1024 backflow -IPC 608.17.1.2 10). Resolved-The P11 hose bibs on plan page P-4 need individual shut off valves -IPC 606.2 |
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| 10/30/2023 | Site Engineering | REQUIRES RESUBMIT | See zoning comment | ||
| 10/24/2023 | Site Zoning | REQUIRES RESUBMIT | ZONING REVIEW TRANSMITTAL FROM: PDSD Zoning Review PROJECT: Woodspring Suites TC-COM-0823-02017 – DP17-0182 2121 N. Craycroft Rd. – OCR-1 Travelers Accommodation, Lodging (2nd Review) TRANSMITTAL: October 24, 2023 Please resubmit revised drawings and any redlined plans along with a detailed response letter, which states how all Zoning Review Section comments were addressed. This site is located in OCR-1 Zone (UDC 4.7.26). Travelers Accommodation, Lodging is an allowed use in the zone (Table 4.8-4). 1. Zoning has reviewed the building plans for compliance with Development Package DP17-0182 and the plans appear to match but until the DP is approved by all review agencies Zoning cannot approve this building permit. If you have any questions about this transmittal, please contact Nicholas Martell at Nicholas.Martell@tucsonaz.gov. |
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| 10/30/2023 | Water - PDSD | REQUIRES RESUBMIT | An approved development plan is not to be used for construction of on-site utilities (e.g. water service to the building, building sewer, etc.). Provide a civil site plan showing the installation of the water service to the building as part of the building plan set. Reference: Sections 107.2.1 and 107.2.6, IBC 2018. [Initial comment: Show the location of the proposed water meter, backflow preventer, and the water service pipe on a site plan. Provide the size of the water meter serving this building, the size of the backflow preventer associated with the water meter, and the total water demand served by the water meter. Reference: Section 107.2.1 and 107.2.6, IBC 2018.] | ||
| 10/31/2023 | Fire New Construction | REVIEW COMPLETED | |||
| 10/06/2023 | PDSD Application Completeness Express | REVIEW COMPLETED |