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Permit Review Detail
Review Status: Requires Resubmit
Review Details: COMMERCIAL REVIEW - FULL v.3
Permit Number - TC-COM-0923-02169
Review Name: COMMERCIAL REVIEW - FULL v.3
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 11/13/2023 | Site Zoning | APPROVED | |||
| 11/30/2023 | Bldg Permits - Post Review | PENDING ASSIGNMENT | |||
| 11/08/2023 | External Reviewers - SAFEBuilt | REQUIRES RESUBMIT | Structural(S) Reviewer Madeline Nelson mnelson@safebuilt.com Denied Reason: Date Completed : 11/7/2023 5:42:19 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: You have requested a deferred submittal for the prefabricated stairs, exterior wall systems, guardrails, handrails, precast structural elements and structural steel connections. Please be advised that we will place an Administrative Hold on the Certificate of Occupancy pending the submittal of the deferred structural drawings as a REVISION. All Revision fees will apply. 3. S0.2 - SPECIAL INSPECTIONS: Note 1 on the Special Inspections schedule reads, "Special inspection of structural items is not required per code section 1704.6.1 unless the Building Official so required." The 2018 IBC Section 1704.6.1 refers specifically to Structural Observations, which are not required for this project. However, Special Inspections per Section 1704 do apply, and will be required. Please remove this note from the schedule and resubmit. 4. S1.2 - CONFLICTING INFORMATION: Detail 1/S1.2 calls for a minimum of 16" of bearing for concrete beams bearing on masonry walls. This conflicts with the Lintel Schedule, Note 2 on the same page, which requires only 8" of bearing. Please confirm which number controls and resubmit the sheet. 5. S1.3 - CONFLICTING INFORMATION: Detail 9/S1.3 calls for puddle welds at 12"oc at the composite floor decking, which conflicts with the structural general notes, Composite Steel Deck, Note B. Please confirm which note controls and resubmit. 6. S1.4 - CONFLICTING INFORMATION: Detail 10/S1.4 calls for a continuous L4x4 at the top of the structural steel parapet. This conflicts with the Roof Framing Plan, Note 12 which calls for a continuous HSS4x4x3/16 top-of-parapet beam. Please confirm which note controls and resubmit. 7. S4.0 - CONFLICTING INFORMATION: The Brace Connection Schedule calls out the minimum gusset plate thickness for typical braced frame connections. This schedule conflicts with the structural general notes, Structural Steel, Note O which dictates that gusset plates shall be 3/8" thick minimum. Please confirm which note controls and resubmit. Note: See also Detail A/S4.1, which also provides conflicting information on gusset plate thickness. 8. S4.0 - MISSING INFORMATION: Detail 2/S4.0 shows typical base plate BP-1. This detail is missing information about the post-installed anchors. Please confirm that this detail is referring to Detail 1/S4.0 or provide additional information on anchor size and embedment. Note: Detail 2/S4.0 is also referenced in Detail 7/S4.0, so please confirm that your answer can apply to both details Building(B) Reviewer Andrew Bevis abevis@safebuilt.com Denied Reason: Date Completed : 11/6/2023 12:26:43 PM 1. 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. NOT COMPLIED ◦ NOTE: The framing plan of the 5th floor on Sheet S3.5 indicate several framing members that do not meet the minimum beam size required for a three hour rating for UL N706. 2. General: Elaborate on the method of protection for the primary structural frame. Provide a structural protection plan that explicitly identifies the structural members being safeguarded and the protective measures employed, adhering to the requirements of Type I-A construction and 2018 IBC Section 704. Mechanical(M) Reviewer Jorge Valido jvalido@safebuilt.com Approved Reason: Date Completed : 11/6/2023 2:39:02 PM 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 Approved Reason: Date Completed : 11/5/2023 5:18:02 PM Second Plumbing Review: OK 1). Resolved- 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") ** SEE P1.7** 2). Resolved- Lavatory mixing valve on plan page P0.1 needs to ASSE 1070 type -IPC 419.5 |
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| 11/30/2023 | Fire New Construction | REVIEW COMPLETED | |||
| 11/02/2023 | PDSD Application Completeness | REVIEW COMPLETED |