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Permit Review Detail
Review Status: Requires Resubmit
Review Details: COMMERCIAL REVIEW - FULL v.1
Permit Number - TC-COM-1123-02668
Review Name: COMMERCIAL REVIEW - FULL v.1
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 11/27/2023 | Site Zoning | APPROVED | |||
| 12/14/2023 | Site Engineering | NOT REQUIRED | |||
| 12/14/2023 | Bldg Permits - Post Review | PENDING ASSIGNMENT | |||
| 12/04/2023 | External Reviewers - SAFEBuilt | REQUIRES RESUBMIT | Structural(S) Reviewer Madeline Nelson mnelson@safebuilt.com Denied Reason: Date Completed : 12/2/2023 3:11:00 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. S01.01 - DESIGN ASSUMPTIONS: The following structural design information shall be included in the construction documents per 2018 IBC Section 1603. Please include the following items in the structural general notes. i. Risk category ii. Floor live loads including live load reductions iii. Wind design data a. Wind speed, Vult b. Exposure category c. Design wind pressures for exterior component and cladding materials, expressed in psf 3. S02.01 - CONFLICTING INFORMATION: Confirm the required header size at the north-most entrance. The Storefront Framing Plan, A/S02.01, and Detail K/S02.01 specify a 12" deep cold-formed steel beam which conflicts with Detail F/S02.01 which specifies a 10" beam. Please revise and resubmit sheet. 4. S03.01 - CONFIRM DESIGN: Please confirm the design of the diagonal brace connections to the existing roof shown in Detail E/S03.01. In conditions where diagonals are parallel to the existing roof joists, Supporting Element "1" is limited to a span of 6'-0", to match the existing roof joist spacing. However, when diagonals are perpendicular to existing joists, Element "1" spans between rails which are placed two diagonal spacings apart. Per Detail A/S03.01, the maximum diagonal spacing is 72"oc, which means that these rails are spaced at 12'-0" oc maximum. Confirm this is acceptable and Supporting Element "1" is capable of spacing 12'-0". 5. S03.02 - CONFLICTING INFORMATION: Confirm the typical connection of partial height and full height studs to their diagonal bracing. Detail A/S3.01 specifies (4) #8 screws between vertical studs and braces, while Detail A/S03.02 requires (6) #8 screws at the same locations. Please revise sheets to eliminate this conflict and resubmit. 6. S03.02 - STORAGE RACKS DOCUMENTATION: New steel storage racks constructed of cold-formed or hot-rolled steel structural members over 6 feet in height shall comply with RMI/ANSI MH 16.1, Specification for the Design, Testing and Utilization of Industrial Steel Storage Racks. The design shall be certified by an Arizona registered Professional Engineer. The design drawings shall indicate how the racks are anchored to the building foundation and the configuration of each rack selected by the owner or owner’s representative. The submittal shall include a representative detail of the rack placard required by RMI/ANSI MH 16.1. (2018 IBC Section 2209.1). PLEASE NOTE: If storage racks indicated on Sheet S03.02 are existing and are being relocated, shop drawings of racks will not be required. However, Special Inspections for anchorage to existing slab will be required before issuance of a Certificate of Occupancy. Building(B) Reviewer Keith Miller kmiller@safebuilt.com Denied Reason: Date Completed : 11/28/2023 1:16:00 PM 1) General: Provide the location, route, and distance to the accessible public toilet rooms and drinking fountains. (2018 IPC section 403.3.4, 2018 IBC section 1109.2) 2) Sheet A00.00: The occupant load is to be calculated at 1 person per 150 sf for the office use spaces and 1 per 15sf for the area of assembly in the breakroom. Revise all affected details and sheets. (2018 IBC Section 1004, Table 1004.5) Mechanical(M) Reviewer Jorge Valido jvalido@safebuilt.com Approved Reason: Date Completed : 11/28/2023 5:13:16 PM Electrical(E) Reviewer Ron Ross rross@safebuilt.com Approved with Comments Reason: Date Completed : 11/30/2023 9:52:01 AM Electrical Review of Victorias Secret By: Ron Ross PE Permit is approved, comments below should be addressed/incorporated in Bid set. E02.02: Could not locate Keyed Note 29 E02.51: Keyed Note 13 is used. E04.02: Detail F description outside of box. E05.02: Missing Electrical lighting controls sheet per sheet index Plumbing(P) Reviewer Perry Hendershott phendershott@safebuilt.com Denied Reason: Date Completed : 12/3/2023 10:59:19 PM First Plumbing Review: 1). Need to address Bldg plan review comment 1 -IPC 403.3.1 2). plan page P01.01 shows an additional instantaneous water heater on the fixture schedule, that doesn't correlate with plumbing plan piping illustrations? -IPC 106.3.1 |
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| 11/17/2023 | Fire New Construction | REVIEW COMPLETED | |||
| 11/16/2023 | PDSD Application Completeness | REVIEW COMPLETED |