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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Permit Number - T22CM04501
Review Name: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Review Status: Completed
Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
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06/30/2022 | ROBERT SHERRY | WATER | REVIEW | Completed | |
07/07/2022 | SAFEBUILT | 2ND PARTY REVIEW | REVIEW | Reqs Change | Activity Number: T22CM04501, T22CM04502 REVISED REVIEW COMMENTS 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 Even though this is the second submittal by the applicant, this permit review is the first review as no documents were provided earlier for the review. This review is limited to only the Fuel Canopy Structure and the Retail Store Building Structure. FUEL ISLAND CANOPY REVIEW COMMENTS: C1. Provide a copy of the geotech engineer's report mentioned in the Structural Notes on the Structural drawings. C2. Provide a copy of the Structural Calculations so review for structural details as shown can be provided. Specifically provide: gravity load design calculations for the W18x50 beam on grid B spanning between grids 1 and 2; Column design located on grid B1 and B2; Foundations design for the heaviest loaded columns on grid B and the Lateral Design Load Calculations. C3. Provide a lap length schedule for the designed concrete strength and designed steel strength. C4. The 2018 IBC requires Continuous Special Inspections for Concrete Placement, Soil works and for Deep Foundations, this seems to be in conflict with the schedule of Special Inspections listed on drawing XC110, please either amend the Special Inspection Schedule as listed or else justify the contradiction with engineering logic/ evaluation. RETAIL STORE BUILDING REVIEW COMMENTS: B1. Geotech report and Structural Calculations (for both gravity loads and lateral loads) are required in order to provide a complete Structural review. B2. Mechanical Loads located on the roof are not listed as design loads in Structural Notes. B3. As RTU's connection to the roof framing and Mechanical Screen connection to the roof framing is an integral part of this building permit, please provide their structural analysis and design for review. B4. Where is the detail for the lateral end bracing between end walls and the steel joists 28LH08, shown but not detailed on the roof framing plan. B5. Seems like a lap length schedule for masonry reinforcement is provided but lap length schedule for footing rebar could not be located. BUILDING REVIEW COMMENTS: Approved MECHANICAL REVIEW COMMENTS: Conditionally Approved Approved/Subject to field approval ELECTRICAL REVIEW COMMENTS Conditionally Approved 1. Sheet E001: Provide a symbols legend and abbreviation sheet. 2. Sheet E504, E610: For main service panelboard/switchboard T, provide date calculation was performed for the maximum available fault current . NEC 2017 110.24. 3. Sheet E001: In locations where the main electrical service equipment and distribution panels are exposed to physical damage, enclosures or guards shall be so arranged to prevent such damage. NEC 2017: 110.27(B) PLUMBING REVIEW COMMENTS: Denied First Plumbing Review: 1). Equipment numbers 108, 109, 110 Smoothie, Capachino, coffee drains near restrooms need to discharge to a floor sink that is connected to the grease system. On plan pages P101, P501- IPC 1003.1 2). Update P101 Keynote #6 & P512 details H1 & H9 to indirect waste piping over 30" to be trapped. -IPC 802.3 3). Equipment numbers 106, 108 Freezoni Mach. & smoothie drains near fountain beverage center need to discharge to a floor sink connected to the grease system. The drains in that area for ice & condensate need to remain on sanitary. Update plan pages P101 , P501. -IPC 1003.1 4). All handsinks drains must directly connected & vented, Upadte plan pages P101, P202,P501. -IPC 301.3, 802.1, 901.2.1 5). Add restroom fixture sidewall to fixture center clearances along with lav faucet to faucet center to separations to plan page P201. -IPC 404.2, 405.3.1 6). Item number 548 on plan page P201 Detail J7 is missing A611 equipment schedule- IPC 106.3.1, 303 7). What is the dishwasher drain temp control method? update plan page P511 detail A5- IPC 702.5 8). Add piping material specs for sanitary, storm & above ground water to plan page P600 or provide spec manual -IPC 303, 605, 702 9). Add grease interceptor sizing calculations to plan page P510 or P600 per Tucson amendment 1003.3 If you require additional clarification regarding these comments, please contact Doris Benoit at doris.benoit@tucsonaz.gov |
07/09/2022 | JVINCEN1 | FIRE | REVIEW | Reqs Change | See building comments john.vincent@tucsonaz.gov 5203495581 |
07/11/2022 | STEVE SHIELDS | ZONING | REVIEW | Reqs Change | ZONING REVIEW TRANSMITTAL FROM: PDSD Zoning Review PROJECT: Quick Trip T22CM04501 – BUILDING T22CM04502 - FUEL CANOPY DP22-0003 4857 E Grant Rd – PAD-14 (1st Review) TRANSMITTAL: July 11, 2022 This site is located in PAD-15 General Merchandise Sales is an allowed use in the PAD. 1. Zoning has reviewed the building plans for compliance with DP22-0003 and although it appears that the building plans match the DP, Zoning cannot approve the building plan until the DP is approved. 2. The development package sheets provided in the building plan set, with exception of sheet C150 Utility plan, either need to be the approved stamped development package sheets, marked for reference only or removed from the building plans If you have any questions about this transmittal, please contact Zone1.desk@tucsonaz.gov. |
07/11/2022 | SSHIELD1 | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Completed | |
08/24/2022 | SBLOOD1 | ENGINEERING | REVIEW | Approved |
Final Status
Task End Date | Reviewer's Name | Type of Review | Description |
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08/24/2022 | NGARCIA3 | OUT TO CUSTOMER | Completed |