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Permit Review Detail
Review Status: Requires Resubmit
Review Details: COMMERCIAL REVIEW - FULL v.1
Permit Number - TC-COM-0523-01382
Review Name: COMMERCIAL REVIEW - FULL v.1
Review Status: Requires Resubmit
Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
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06/27/2023 | Bldg Permits - Post Review | PENDING ASSIGNMENT | |||
06/12/2023 | External Reviewers - SAFEBuilt | REQUIRES RESUBMIT | Activity Number: TC-COM-0523-01382 GENERAL: Provide written responses to all review comments. Provide a complete plan set. Provide additional documents as requested by review staff. Structural(S) Reviewer Daljit Benipal dbenipal@safebuilt.com Denied Reason: Date Completed : 6/11/2023 10:53:24 AM 1. Show lines of bridging for the steel joists per joist manufacturer’s recommendations. 2. The requirements in OSHA 1926.757 for the erection of open web steel joists are to be followed. Where steel joists are used with columns that are not framed in at least two directions with solid web structural steel members, a steel joist shall be field-bolted at the column to provide lateral stability to the column during erection. Where constructability does not allow a steel joist to be installed at the column the joists are to be stabilized on both sides of the column. 3. Except for steel joists that have been pre-assembled into panels, connections of individual steel joists to steel structures in bays 40 feet or more shall be fabricated to allow for field bolting during erection. 4. Provide a vertical stabilizer plate at columns for steel joist as required by OSHA 1926.757. 5. Verify OSHA steel erection standards for open web steel joists. Section 1926.757 (a)(8) requires connections of individual steel joists to steel structures in bays of 40 feet or more shall be fabricated to allow for field bolting during erection. Submit a response letter addressing these correction items and provide bubbles on the revisions to the drawings. Building(B) Reviewer Jake Doub jdoub@safebuilt.com Denied Reason: Date Completed : 6/10/2023 9:37:45 AM 1. Revise the plans or provide a narrative that better defines the use of the space in the "warehouse" area. It appears that part of this area might fall under an "industrial" use, and would change the occupant load factor. 2018 IBC - Table 1004.5 2. The plans indicate a second story (equipment mezzanine) with an area which exceeds 3000 sqft. and is not provided with an accessible route. Revise the plans to show an accessible route to this area. 2018 IBC - 1104.4(1). 3. The plans do not appear to have a permanent ladder to access the roof. Revise the plans to show the location of a permanent roof access and provide the construction details of the access ladder or stairs. 2018 IBC - 1011.16, 2018 IMC - 306.5. 4. The plans are missing most measurements for accessible components in the bathrooms. Revise the plans to include all mounting heights and required floor spaces. 2009 ANSI A117.1. 5. The plans do not indicate a vertical grab bar has been provided. Revise the plans to include the required grab bar. 2009 ANSI A117.1 - 609.4. Mechanical(M) Reviewer Neil Samaan nsamaan@safebuilt.com Conditionally Approved Reason: Date Completed : 5/27/2023 11:46:39 AM Approved/subject to field approval Electrical(E) Reviewer Ron Ross rross@safebuilt.com Denied Reason: Date Completed : 6/9/2023 9:49:11 AM Electrical Review for Project Pueblo By: Ron Ross PE E0.3 ELECTRICAL SCHEDULES: Should provide description for LBC-1 thru 4. E3.0 ELECTRICAL ONE LINE DIAGRAM: Tucson requires short circuit calculations to every new panel starting from the Utility provided transformer (local power company provides short circuit available fault current on secondary side of transformer). EOR may need to estimate transformer size to be provided by Utility and then use Utility table provided on Utility’s website for estimated short circuit current) E4.0 PANEL SCHEDULES: Need to show Panels H-FP and LV-FP or explain why they are not shown. It is understood that Guard shack cannot be shown. Suggestion for future submittals: Should change VA columns in panel schedules to KVA as VA is a small unit that results in trailing numbers to be cut off. Cannot determine actual values used as trailing numbers may be ONE or TWO or more numbers ie cannot directly determine magnitude of values. E4.1 PANEL SCHEDULES: Comment only: NZ units call out for an MOP of 50 Amps, but you provide 60-amp circuit breakers for NZ-1, NZ-2, and NZ-4. Plumbing(P) Reviewer Perry Hendershott phendershott@safebuilt.com Denied Reason: Date Completed : 6/10/2023 12:41:58 PM First Plumbing Review: 1). Plan page A3.0 needs list the gutter & downspout calculations- IPC 1106.1, 1106.3, 1106.6 2). Trap Primer Detail #9 on plan page P2.1 needs a shut off valve. -IPC 606.2 3). Lavatories on plan page P0.2 need ASSE 1070 mixing valves with max temp of 110 Deg. the mixing valve currently shown on P0.2 is 115 Deg. -IPC 419.5, 607.1.2 4). Add Backflow device type, manufacturer name & model number to plan P1.7 for air separator water connection. -IPC 608.3, Table 608.1 5). Add trap guard device info to FS1 on plan page P0.2 as stated on plan P1.6 - IPC 1002.4.1 6). FD3 on plan page P0.2 needs a trap seal device -IPC 1002.4.1 |
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06/13/2023 | Site Engineering | REQUIRES RESUBMIT | See zoning comment | ||
06/06/2023 | Site Zoning | REQUIRES RESUBMIT | ZONING REVIEW TRANSMITTAL FROM: PDSD Zoning Review PROJECT: TC-COM-0523-01382 7345 E. Valencia Rd. – PAD-26 New Processing and Cleaning Building(1st Review) TRANSMITTAL: June 06, 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 PAD-26 Zone (UDC 4.7.24). Processing and Cleaning is an allowed use in the PAD. 1. As the first review of Development Package (DP) TD-DEV-0323-00170 has not been completed Zoning cannot review the building plans at this time and will review on the next submittal. If you have any questions about this transmittal, please contact Zone1.desk@tucsonaz.gov. |
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06/27/2023 | Water - PDSD | REQUIRES RESUBMIT | 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. | ||
06/13/2023 | Fire New Construction | REVIEW COMPLETED | |||
05/26/2023 | PDSD Application Completeness | REVIEW COMPLETED |