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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Permit Number - T20CM04050
Review Name: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 08/12/2020 | JPEELDA1 | FIRE | REVIEW | Reqs Change | Gates shall be a minimum of 20', not 16'. Hydrant shall either be located inside of gate or provide a man gate that can be opened to run the 5"supply line through. Connect hydrant line to hydrant that contains highest residual psi. Provide documentation that diked wall around tanks meet vehicle impact protection standards. Provide emergency vent on tanks(currently only one vent is slated to be constructed on tank). I need to do more research on how tanks are being placed on concrete pad(If steel fire protected supports are needed)? |
| 08/18/2020 | STEVE SHIELDS | ZONING | REVIEW | Reqs Change | CDRC TRANSMITTAL TO: Development Services Department Plans Coordination Office FROM: Steve Shields Section Manager PROJECT: T20CM04050 Tucson Fuel Facility 7073 S Plumber TRANSMITTAL DATE: August 18, 2020 DUE DATE: August 18, 2020 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. 1. The building plans have been reviewed by Zoning Review Section but cannot approve the plan until all zoning comments or concerns have been addressed. 2. Development Package DP20-0104 must be approved prior to approval of the building plans. 3. The Development Package sheets provided in the building set either need to be the stamped approved drawings, marked as "FOR REFERENCE ONLY" of removed from the building plans. 4. The building plans shall be submitted as a single multi-page PDF file. If you have any questions about this transmittal, please Steve Shields, (520) 837-4956 or Steve.Shields@tucsonaz.gov RESUBMITTAL OF THE FOLLOWING IS REQUIRED: Revised development package |
| 08/27/2020 | STANTEC | BUILDING-COMMERCIAL | REVIEW | Reqs Change | ARCHITECTURAL COMMENTS General 1. Sheet S-005 indicates that a shade canopy will be provided as part of deferred submittal. Please verify all deferred submittals are listed on the cover sheet and include the following notes: PER IBC Section 107.3.4 <Name of Registrant>, the registered design professional in charge shall be responsible for reviewing and coordinating submittal documents prepared by others, including phased and deferred submittal items, for compatibility with the design of the building. PER IBC Section 107.3.4.1 Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the Building Official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. 2. Please verify all required special inspections and list on the cover sheet. Also, provide City of Tucson special inspection certificate(s) with Parts A and B completed. Make sure that the owner or their legal representative signs the form. Sheet G-007 1. Note 1D indicates a temporary fence is being installed which is located very close to the building. Please verify egress from the building is not adversely affected. Additionally, please provide notes or additional drawings to show compliance with the existing egress components. Comment is typical at all similar conditions on all applicable sheets. Sheet CS 1.1 1. At Applicable Codes, please include 2010 ADA as adopted by the State of Arizona and ANSI A117.1, most restrictive shall apply. STRUCTURAL COMMENTS General 1. Structural Sheets S1.1, 1.2, 2.1, and 2.2 are labeled “For Bid - Not for Construction”. Please remove the invalidating note at next submittal. Sheet S1.1 1. Per 2018 IBC Section 107.2.1, please place the horizontal diagonal rebars centered at the concrete slab for preventing the potential concrete slab cracks pointing inward into the interior slab at the re-entrant corners. Typical all locations. 2. Per 2018 IBC Section 107.2.1 and 2104.1, please indicate the masonry control joints on the plan. 3. Per 2018 IBC Section 107.2.1, 1604.2 and 1605.1, please provide structural calculations to design the exterior pilaster under the worst loading case, including the wind load perpendicular to the exterior wall surface. Sheet S-107 1. Per IBC Sec. 107.2.1, 1604.2, and 1605.1, please provide structural calculations to check the punching shear effect for the concrete spread footing under the worst loading case. Sheet S-514 1. Per IBC Sec. 107.2.1, 1604.2, and 1605.1, please provide structural calculations to check the overturning moment effect for the tank under the worst loading case. 2. Per IBC Sec. 107.2.1, please indicate the anchor bolt sizes and embedment on the plans. MECHANICAL COMMENTS General 1. Mechanical Sheets M1.1, 2.1, 3.1, and 4.1 are labeled “For Bid-Not for Construction”. Please remove invalidating note at next submittal. Sheet MF 609 1. Plan sheet is not sealed by the registrant. Please provide sealed sheet at next submittal. PLUMBING COMMENTS General 1. Plumbing Sheets P1.1, 2.1, and 3.1 are labeled “For Bid - Not for Construction”. Please remove invalidating note at next submittal. |
| 08/28/2020 | SSHIELD1 | ENGINEERING | REVIEW | Reqs Change | DP20-0104 must approved prior to the building plan set |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 08/31/2020 | JGARCIA1 | APPROVAL SHELF | Completed |
| 08/31/2020 | JGARCIA1 | OUT TO CUSTOMER | Completed |
| 08/31/2020 | JGARCIA1 | REJECT SHELF | Completed |