Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Permit Number - T22CM05804
Review Name: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 08/09/2022 | STEVE SHIELDS | ZONING | REVIEW | Reqs Change | ZONING REVIEW TRANSMITTAL FROM: PDSD Zoning Review PROJECT: T22CM05804 – DP22-0214 2713 E Corona Rd – I-1 New Warehouse Building – (1st Review) TRANSMITTAL: August 9, 2022 This site is located in I-1 Zone (UDC Article 4.7.29). 1. As DP22-0214 has not completed the first review Zoning is not able to compare the building plans to the DP. Once the 1st review of the DP is completed and comments addressed Zoning will review the building plans for compliance with the DP. Additional comments maybe forth coming. Zoning cannot approve the building plans until the DP is approved by all review agencies. 2. The development package sheets provided in the building plan set shall either be the stamped approved DP sheets, marked for reference only or removed from the building plan set. If you have any questions about this transmittal, please contact Zone1.desk@tucsonaz.gov. |
| 08/09/2022 | SSHIELD1 | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Needs Review | |
| 08/15/2022 | SAFEBUILT | 2ND PARTY REVIEW | REVIEW | Reqs Change | Activity Number: T22CM05804 GENERAL: Provide written responses to all review comments. Provide a complete plan set. Provide additional documents as requested by review staff. STRUCTURAL REVIEW COMMENTS: Denied 1. All Calculations shall be sealed and signed by Professional Engineer registered with State of Arizona per Section 107.1 of International Building Code 2018. 2. Provide Structural Code Review sheet addressing Loadings, Foundation Specs and materials specs for all materials used on this project. 3. 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. 4. 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. 5. Provide a vertical stabilizer plate at columns for steel joist as required by OSHA 1926.757. 6. 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. 7. Show lines of bridging for K series and LH series steel joists per Steel Joists Manufacturer’s recommendations. BUILDING REVIEW COMMENTS: Denied 1. Sheet CVR-BP: The codes listed reference Oregon codes. Provide a list of applicable codes and standards as adopted and enforced by the City of Tucson. 2. Sheet CVR-BP: The area summary referenced in the allowable area narrative cannot be located. Provide the area summary referenced. 3. Sheet G2.0: The construction type listed on this page is Type II-B. The cover page indicates that construction type is V-B. Provide clarification and correlate the construction types. MECHANICAL REVIEW COMMENTS: Conditionally Approved Approved/Subject to field approval for Shell and Core only ELECTRICAL REVIEW COMMENTS Denied E4.1 ELECTRICAL ENLARGED PLAN: Missing background items for circuits shown on Detail #2 Electrical Enlarged Power Plan. E5.1 ELECTRICAL SINGLE LINE DIAGRAM: Need to call out KAIC rating for MSA. Need to provide short circuit fault calculations for MSA, HPA1, LPA1 and Fire pump controller to show selected KAIC ratings are acceptable per Tucson city requirements. PLUMBING REVIEW COMMENTS: Denied First Plumbing Review: 1). Cover page needs to list the correct codes -IPC 2018, IFGC 2018 2). Gas sizing table on on P5.1 needs to derive from IFGC 2018 402.4 ( specific table) not UPC 3). Sanitary Vents for floor sink & floor drain on P4.1 can't be horizontally routed below slab over to wall before rising vertically. Revise configuration to comply with IPC 905.3, 905.4 4). plumbing plans need to include roof drain & overflow piping illustrations along with GPM loads. IPC 106.3.1, 1106.1, 1106.2 5). Sprinkler system stub in needs a backflow preventer. IPC 608.1 If you require additional clarification regarding these comments, please contact Doris Benoit at doris.benoit@tucsonaz.gov |
| 08/29/2022 | ROBERT SHERRY | WATER | REVIEW | Reqs Change | Reduced pressure backflow prevention assemblies are required at the water meter for multi-use commercial buildings, not double check valve assemblies. Reference: Chapter XXVII, Article V, Section 27-72, the Tucson Code, http://www.tucsonaz.gov/files/water/docs/backflow-ordinance.pdf |
| 09/08/2022 | SHASEMA1 | ENGINEERING | REVIEW | Reqs Change | See zoning comment |
| 09/15/2022 | JVINCEN1 | FIRE | REVIEW | Reqs Change | Resolve building comments. john.vincent@tucsonaz.gov 5203495581 |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 09/15/2022 | VVERA1 | OUT TO CUSTOMER | Completed |