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Permit Review Detail
Review Status: Requires Resubmit
Review Details: COMMERCIAL REVIEW - FULL v.1
Permit Number - TC-COM-0624-01069
Review Name: COMMERCIAL REVIEW - FULL v.1
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 07/10/2024 | Bldg Permits - Post Review | PENDING ASSIGNMENT | |||
| 06/20/2024 | External Reviewers - SAFEBuilt | REQUIRES RESUBMIT | Structural(S) Reviewer Madeline Nelson mnelson@safebuilt.com Denied Reason: Date Completed : 6/15/2024 5:52:42 PM 1. GENERAL - UPDATES: For project updates, please submit sheets with all changes clearly marked in revision clouds. Please provide a written response to each comment; updates without a clear response to all comments may not be reviewed. If you have any questions regarding the comments, you may contact me directly. Updates may result in additional comments. 2. GENERAL - DEFERRED SUBMITTALS REQUIREMENTS (For Record Only): The engineer has indicated that the open-web wood joists and pre-engineered canopies shall be submitted as a deferred design. Please note that IBC Section 107.3.4.1 requires deferred submittals to be approved by the building official. The IBC further requires the following procedure be followed when permitting deferred submittals: i. All submittals shall first be reviewed by design professional in responsible charge. ii. Design professional shall affix a notation that the deferred items are in general conformance with their design of the building. iii. They shall then be submitted for review by the building official. iv. No structural elements shall be installed until approved by building official. 3. GENERAL - GEOTECHNICAL REPORT: Please provide a copy of the site-specific geotechnical report referenced in the structural general notes, Sheet S4.0. The report should support the appropriateness of the selected foundation system for the project site. All building code references must be updated to the current code adopted by the City. 4. S4.0 - CURRENT CODE: The currently adopted building code for the City of Tucson is the 2018 International Building Code. Please update the structural general notes and the structural calculation package to reflect this code. 5. S4.0/SD1 - STATEMENT OF SPECIAL INSPECTIONS: The structural general notes provide information on special inspections that is incomplete. Per the 2018 International Building Code, Section 1704.2.3, along with the construction documents, the applicant shall submit a Statement of Special Inspections as a condition for permit issuance. A full list of what this statement shall include is provided in IBC Section 1704.3.1. Highlights include: i. Statement shall identify the materials and work required to have special inspections or tests, ii. The type and extent of each inspection, and iii. Identification as to whether each inspection shall be performed continuously or periodically, as defined by the IBC. 6. S1.0/S2.0 - MISSING INFORMATION: The Foundation Plan, S1.0, and structural Details 6 & 7/S2.0 indicate a recessed slab and a floating slab below the proposed freezer. Please indicate, either on plan or in the details, how these slabs are being reinforced. Note: required thicknesses of both slabs have been provided in Detail 7/S2.0. 7. S2.0 - CONCRETE REINFORCEMENT: Detail 1/S2.0 shows a typical 6" stem wall at the exterior of the building. The callout indicates that this stem wall is reinforced with #5 vertical bars at 48" o.c. This area of steel does not meet the minimum area requirements for Temperature and Shrinkage reinforcement called out in ACI 318, Section 24.4.3.2. Please confirm the design intent, and if necessary, revise the specified reinforcement to meet the ratio of 0.0018 (Area of steel : Area of concrete) for 60 ksi rebar. 8. S3.0 - CONFIRM DESIGN: Detail 6/S3.0 is cut on the Roof Framing Plan, S2.0, on Gridline D between Gridlines 1 & 2. The detail shows a transition from metal-stud to wood-stud wall framing, where an HSS beam interrupts the wall at roof height. The result is a "hinge point", wherein the wood-framed parapet is cantilevered off the top of the HSS beam. Such a condition requires either a moment connection where the wood studs meet the beam, or a second point of contact to support the parapet (ie. a kicker). Please confirm the design intent and reissue the detail showing how the parapet has been designed to resist wind loads. Additional calculations may be requested to support the final design. 9. S3.2 - CONFIRM DESIGN: Detail 5/S3.2 is cut on the Roof Framing Plan, S2.0, at the western exterior of the building. The detail shows balloon framing of the exterior wall, with the high roof sawn lumber joists supported on a continuous 2x6 ledger. The ledger is fastened to the exterior wall with 16d nails in contrast to typical detail 3/S3.0, which calls for lag screws in a similar configuration. Please confirm that common nails will provide adequate pull-out capacity to resist parapet wind loading. Calculations may be requested to support the final design. 10. SD1 - MISSING INFORMATION: The information provided on site structure foundations is currently incomplete due to a printing error. A portion of the footing schedule provided has been cut off or obscured. Please reprint this sheet and resubmit. Building(B) Reviewer Janet Matz jmatz@safebuilt.com Denied Reason: Date Completed : 6/20/2024 1:21:03 AM 1. (General). Clarify the estimated cost evaluation for the project for the permit. The permitting system indicates $609,439.16 which appears to be low based on the scope of work. 2018 IBC Sec. 107.2.1. 2. (General). Update the description in the permit system to indicate the actual scope of work to match the project. 2018 IBC Sec. 107.2.1. 3. (General). Update the occupancy type in the permitting system to A-2 for restaurants with an occupancy of over 50. 2018 IBC Sec. 303.3. 4. Sheet T1.0 (Cover Sheet). Coordinate the Drawing Index with the set of drawing that was provided. The index indicates there is to be Sheet A3.1 Service Area Details, Sheet A4.0 Enlarged Restroom Plan & Details, and Sheet A4.1 Enlarged Plan details but all are missing from the set. 2018 IBC Sec. 107.2.1. 5. Sheet T1.0 (Cover Sheet). Coordinate the drawing index with the drawings provided in the set. Sheet E0.0 Photometric Plan and Sheet E0.1 Electrical Site Plan was included in the set but is not included in the index. 2018 IBC Sec. 107.2.1. 6. Sheet T1.1 (Occupancy Plan). Update the occupancy allowance chart to indicate compliance with the adopted code, 2018 International Building Code. Indicate the square foot area of the commercial kitchen on the chart. 2018 IBC Table 1004.5. 7. Sheet T1.1 (Occupancy Plan). Provide the travel distances on the Occupancy Plan or provide a separate exiting plan that indicates the distance from the most remote point of each room to the entrance of the exit. 2018 IBC Table 117.21 and Sec. 1017.3. 8. Sheet T1.1 (Occupancy Plan). Indicate on the drawings that Fire extinguishers shall be installed in accordance with 2018 IFC Sec. 906.2. 9. Sheet A2.0 (Building Elevations). Update the notes for the building address on the building elevations to follow the City of Tucson amendments. New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. Commercial Building < 50 feet from the curb require 12" numbers displayed on the building. Commercial Buildings > 50 feet from the curb require 15" numbers displayed on the building. 2018 IFC Sec. 505.1 amendment. Mechanical(M) Reviewer Jorge Valido jvalido@safebuilt.com Approved with Comments Reason: Date Completed : 6/18/2024 2:40:23 PM 1. Heat Load Calculations - July DESIGN COOLING DAY, 1500 - Pages 9 of 42, 23 of 42, 37 of 42 - These sheets state Heating BTUH Loads for Sensible BTUH and Latent BTUH for the Design Cooling Day loads- Should be Sensible Cooling BTUH and Latent Cooling BTUH - 2018 IECC Section C403.1.1 Calculation of heating and cooling loads. - 2018 IBC – Section [A]107.2.1Information on construction documents Electrical(E) Reviewer Ron Ross rross@safebuilt.com Denied Reason: Date Completed : 6/11/2024 5:33:50 PM 1. On sheet E2.1 Could not locate Keyed Notes 5, 6, and 12. 2. On sheet E4.2 Need to show/provide overcurrent protection for the Main Service as per NEC 230.90. Current design only shows ‘Disconnect Switch’ but does not call out or show overcurrent protection for the MDP (Main Distribution Panel) Plumbing(P) Reviewer Perry Hendershott phendershott@safebuilt.com Denied Reason: Date Completed : 6/19/2024 8:54:57 PM First Plumbing Review: 1). Plan page A1.3:Small roof with scupper to main roof is missing a secondary thru wall scupper. Add a secondary scupper in accordance with -2018 IPC 1106.5 & section 1108 2). Plan page P2.1: missing the storm piping GPM loads at each roof drain, and at points of interconnection, and at each bldg termination> Add all the GPM loads in accordance with -2018 IPC 1106.2 3). Plan pages P1.3 & P2.1: Missing required Grease interceptor vent. Add required grease interceptor vent to the plan pages in accordance with 2018 IPC 1003.9 4). General: missing fixture spacing measurements. Add fixture spacing measurements to plumbing or architectural or plumbing pages in accordance with 2018 IPC 404.2, 405.3.1 5). Plan Page M1.4: Missing gas system legnth & sizing table used. Add the gas system sizing table & system legnth to plan page M1.4 in accordance with -2018 IFGC 402.3 |
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| 07/02/2024 | Site Engineering | REQUIRES RESUBMIT | See zoning comment | ||
| 06/26/2024 | Site Zoning | REQUIRES RESUBMIT | FROM: PDSD Zoning Review PROJECT: T TC-COM-0624-01069 - TD-DEV-0624-00169 6105 E BROADWAY BL. – C-1 Food Service (1st Review) TRANSMITTAL: June 26, 2024 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 the C-1 zone (UDC 4.7.20). Food Service, Excluding Soup Kitchens is a allowed use in the zone (UDC Table 4.8-4), subject to Use Specific Standards 4.9.4.M.1 & 5 and 4.9.13.O. 1. As Development Package (DP) TD-DEV-0624-00169 has not yet completed it’s 1st review Zoning is not able to review the building plans for compliance with the DP 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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| 07/10/2024 | Water - PDSD | REQUIRES RESUBMIT | Reduced pressure backflow prevention assemblies are required to be installed in locations accessible to Tucson Water. Provide the site utility plan showing the location of the reduced pressure backflow assembly on the drawings. Provide the site utility plan showing the location of the reduced pressure backflow assembly on the drawings. Reference: Chapter XXVII, Article V, Section 27-72, the Tucson Code, https://www.tucsonaz.gov/files/sharedassets/public/city-services/tucson-water/water-quality/documents/backflow-ordinance.pdf. | ||
| 06/07/2024 | Fire New Construction | REVIEW COMPLETED | |||
| 06/05/2024 | PDSD Application Completeness | REVIEW COMPLETED |