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Permit Review Detail
Review Status: Requires Resubmit
Review Details: COMMERCIAL REVIEW - FULL v.1
Permit Number - TC-COM-0923-02169
Review Name: COMMERCIAL REVIEW - FULL v.1
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 09/22/2023 | Site Engineering | APPROVED | |||
| 10/09/2023 | Water - PDSD | APPROVED | |||
| 10/09/2023 | Bldg Permits - Post Review | PENDING ASSIGNMENT | |||
| 09/27/2023 | External Reviewers - SAFEBuilt | REQUIRES RESUBMIT | Daljit Benipal dbenipal@safebuilt.com Denied Reason: Date Completed : 9/22/2023 2:04:33 PM 1. Provide Structural Calculations for Foundations, Columns, Floor Framing and Roof Framing per Section 1601.1 of International Building Code 2018. 2. Provide Wind Load Calculations for the Building per Section 1609 of International Building Code 2018. 3. Provide Seismic Calculations for the Building per Section 1613 of International Building Code 2018. 4. Seismic calculations are to include 20 percent of the roof snow load in the effective seismic weight for roofs exceeding a flat roof snow load of 30 psf. Verify the snow load was applied to the effective seismic weight as required in ASCE-7 Section 12.7.2. 5. Areas used for storage are to include 25% of the live load in determining the effective seismic weight. Verify the additional load is applied to the mezzanine lateral resisting system as required in ASCE-7 Section 12.7.2. 6. All Calculations shall be sealed and signed by a Professional Engineer registered with State of Arizona per Section 107.1 of International Building Code 2018. 7. Structural steel, components and fasteners that are exposed are to be protected against corrosion in accordance with AISC 360 Section B.13 as indicated in IBC 2018 Section 2203.1. 8. DEFERRED SUBMITTAL REQUIREMENTS Structural general notes are to include any components of the building that may be considered deferred submittals. IBC Section 107.3.4.1 requires deferred submittals to be approved by the building official. If items will be deferred the plans are to clearly note the following per IBC Section 107.3.4.1: * To be reviewed by design professional in responsible charge. * Design professional shall affix a notation that the deferred items are in general conformance with their design of the building. * They shall be submitted for review by the building official. * Shall not be installed until approved by building official. Submit a response letter addressing these correction items and provide bubbles on the revisions to the drawings. Building(B) Reviewer Andrew Bevis abevis@safebuilt.com Denied Reason: Date Completed : 9/19/2023 9:25:17 AM 1. Sheet T1.0: The allowable area factors are incorrect for a Type II-A/II-B S-1 occupancy that is protected by a sprinkler system. Provide updated and correct allowable area factors in accordance with Table 506.2. 2. Sheet T1.0: The horizontal building separation allowance of Section 510.2 is being utilized to permit additional stories. However, the building below the horizontal assembly must be of Type I-A construction. The construction type below the horizontal assembly is indicated as Type II-A. Provide a corrected construction type below the horizontal separation in accordance with Section 510.2 Item # 2. 3. Sheet T1.0: The walls are indicated as a 3 hour horizontal separation. Provide clarification due the construction type being indicated as Type II-A. 4. Sheet A3.0: Roof drainage sizing calculations have not been provided. Provide roof drain sizing calculations to the roof plan in accordance with 2018 IPC Section 1106.1 & 1106.2. 5. Sheet A3.0: GPM discharge amounts have not been provided for the roof/drain overflows. Provide the roof/drain overflows in accordance with 2018 IPC Section 1106.2 6. Sheet A8.3: UL fire resistance rated assemblies typically are comprised of proprietary materials to achieve a complete assembly. Revise the entire assembly (UL U905) on this sheet to reflect the current assembly listed by UL. The current UL listed assembly is dated April 14, 2023. 7. Sheet A8.3: There are multiple structural members that do not meet the minimum size for the required ratings for the horizontal separation and other rating requirements of the construction type. Provide correctly sized structural members in accordance with the listed assembly and Sections 704.10, 704.2, 704.3, 704.4. 8. Sheet A8.3: The construction documents do not provide all rated connection details of structural members. Provide the properly rated structural connection details in accordance with Section 704.6. 9. Sheet A8.3: No listed penetration assemblies have been provided. Provide all necessary rated penetration assemblies Mechanical(M) Reviewer Jorge Valido jvalido@safebuilt.com Denied Reason: Date Completed : 9/25/2023 10:39:59 PM On Plan Sheet M1.2 identify Grill sizes and SAD, CFM quantities 2018 IBC Section [A]107.2.1Information on construction documents. Provide ventilation schedule and ventilation for Elevator car as per 2018 IMC Table 403.3.1.1 Return air from elevator shaft not allowed as per 2018 IMC 601.5 Return air openings (2) Building is 7 Floors, 73.5 feet in height. Is a Special Inspector Smoke Control Analysis Report required? Is Elevator and or stairway pressurization required? Electrical(E) Reviewer Ron Ross rross@safebuilt.com Approved with Comments Reason: Date Completed : 9/24/2023 2:27:33 PM ELECTRICAL REVIEW CASINO SELF STORAGE By: Ron Ross PE E2.0 ELECTRICAL FIRST FLOOR POWER PLAN: Missing Keynote #5. E2.6 ELECTRICAL SEVENTH FLOOR POWER PLAN: Could not locate Keynote 2. E3.1 ELECTRICAL FIRE PUMP GENERAL NOTES: Keyed notes do not match detail. Plumbing(P) Reviewer Perry Hendershott phendershott@safebuilt.com Denied Reason: Date Completed : 9/24/2023 8:32:51 PM First Plumbing Review: 1). Any horizontal portions of the 4" storm conductor conveying the 130 GPM roof area shown on plan page P1.7 will need 1/4" slope -IPC 1106.2 (plan Page P4.0 Shows 1/8") 2). Lavatory mixing valve on plan page P0.1 needs to ASSE 1070 type -IPC 419.5 |
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| 10/03/2023 | Fire New Construction | REQUIRES RESUBMIT | -Label the fire pump room and comply with NFPA 20. 4.13.7.1 Floors shall be pitched for adequate drainage of escaping water away from critical equipment such as the pump, driver, controller, and so forth. 4.13.7.2 The pump room or pump house shall be provided with a floor drain that will discharge to a frost-free location. -Pump room shall have 1-hr separation, IBC 913.2.1 -Pump room shall have emergency lighting, IBC 1008.3.3 -Pump room shall have temp control. Provide cooling or supply fire pump and fire pump controllers manufacturers recommendations for operating temps/max temps. -Provide two way communication for elevators, IFC 1009.8 -Make note on coversheet. "Building to be tested by PCWIN for emergency responder radio coverage and test report supplied to TFD." Failure will require the installation of an emergency responder communication enhancement system and will be a deferred submittal. john.vincent@tucsonaz.gov 5203495581 |
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| 09/11/2023 | Site Zoning | REQUIRES RESUBMIT | ZONING REVIEW TRANSMITTAL FROM: Wyatt Berger Lead Planner PROJECT: TC-COM-0923-02169 1388 West Grant Road – I-1 Casino Self-Storage (1st Review) TRANSMITTAL DATE: September 11, 2023 Please resubmit revised drawings with a detailed response letter stating how all Zoning Review Section comments were addressed. 1. The gross floor area provided with the building plans exceeds what was approved through issued DP22-0277. Either reduce the proposed gfa of the building plans, or revise DP22-0277 to match the gfa proposed on the building plans. 2. If the civil sheets are to be provided with the building plans, provide only the CDRC stamped and approved development package drawings. If you have any questions about this transmittal, contact me at Wyatt.Berger@tucsonaz.gov or at 520-837-4951. |
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| 09/08/2023 | PDSD Application Completeness | REVIEW COMPLETED |