Permit Review Detail
Review Status: Requires Resubmit
Review Details: COMMERCIAL REVIEW - FULL v.2
Permit Number - TC-COM-0724-01311
Review Name: COMMERCIAL REVIEW - FULL v.2
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 09/23/2024 | Site Engineering | APPROVED | |||
| 09/17/2024 | Site Zoning | APPROVED | |||
| 09/23/2024 | Bldg Permits - Post Review Express | PENDING ASSIGNMENT | |||
| 08/26/2024 | External Reviewers - SAFEBuilt | REQUIRES RESUBMIT | Structural(S) Reviewer Madeline Nelson mnelson@safebuilt.com Denied Reason: Date Completed : 8/26/2024 4:48:10 PM The structural drawings included in plan set "CONS-2_Old Vail Rd Lot 29 CD's 8.16.24_v2.pdf" uploaded on August 21, 2024 did not contain any revised sheets. Below are the original comments submitted on July 21, 2024, taking into account the comment responses by Engineer of Record, Scott Duecker, in "Old Vail Rd Lot 29 Review Comment Response Letters_v1.pdf". 1. ACKNOWLEDGED 2. RESOLVED 3. S1.0 - WIND DESIGN CRITERIA: In accordance with the 2018 International Building Code, Section 1603.1.4, thestructural construction documents shall include design assumptions for wind pressure to be used for exterior components and cladding materials designed, in this case, by the pre-fabricated metal building manufacturer. Please update the structural general notes to include this information. Design pressures must be expressed in pounds per square feet. 4. RESOLVED 5. S1.0 - MATERIAL SPECIFICATION: Under the structural general notes, Section M: Rough Carpentry and Plywood, Note 1, the engineer provides material specifications for sawn lumber ledgers and top plates. In addition, please specify the minimum grade required for sawn lumber beams (See Sheet S1.7, Beam (B) Schedule, Beam Type "B4"). 6. S1.1 - DEFERRED SUBMITTALS: Under the general notes, Section Q: Deferred Submittals, the engineer indicates that the design of prefabricated wood I-joists shall be deferred to a specialty engineer. In addition, please revise this list to indicate that design of the pre-fabricated metal building (PFMB) will also be completed as a deferred submittal. The engineer designing the foundation system will assume the role of engineer of record. When the PFMB deferred submittal is ready for submission, the following should be provided: i. All imposed design loads (dead, live equipment, etc.); seismic design data; wind design data; steel material properties; imposed loads on the foundation (both vertical and lateral). ii. Framing plans; cross sections; wall sections; floor and roof details; connections of structural members; types of construction materials. iii. Please also include a letter from the engineer of record stating that they have reviewed the PFMB drawings and have verified the foundation designs, or the EOR may stamp each sheet “approved for design concept” or similar indicating compliance with 2018 IBC Section 107.3.4. 7. S1.5 - CONFIRM DESIGN: Detail 32 on Sheet S1.5 shows a typical opening in wood roof framing. Because the proposed opening interrupts the structural framing members, please add a dimension that indicates the maximum opening width that is acceptable (perpendicular to framing). 8. RESOLVED 9. RESOLVED 10. S1.8 - MISSING CALLOUT: The roof framing plan shows a proposed steel column above Lintel LT3 on Gridline A that is not labeled. Refer to Detail 207 for more information. Please provide a callout identifying the required column size. 11. RESOLVED 12. RESOLVED Building(B) Reviewer Andrew Bevis abevis@safebuilt.com Approved Reason: Date Completed : 8/22/2024 10:21:06 AM Mechanical(M) Reviewer Jorge Valido jvalido@safebuilt.com Approved Reason: Date Completed : 8/26/2024 11:15:51 AM 1. (RESOLVED) - General - Provide Energy Heat load Calculations - 2018 IECC Section C403.1.1 Calculation of heating and cooling loads. 2. (RESOLVED) - Plan Sheet M6.2 - Provide on Details #2 and #7 Tie down specifications and Seismic Resistance - 2018 IMC Section 301.15 Wind Resistance - 2018 IMC Section 301.18 Seismic resistance. Electrical(E) Reviewer (from previous submittal TUC9575001.070824) Ron Ross rross@safebuilt.com Approved with Comments Reason: Date Completed : 7/10/2024 4:46:21 PM 1. E3.1 POWER PLANS – OFFICE missing Key Notes 6 & 7. Janitor closet on sheet E3.2 so these two Key Notes not used on this sheet. Plumbing(P) Reviewer Perry Hendershott phendershott@safebuilt.com Denied Reason: Date Completed : 8/25/2024 5:55:36 PM Second Plumbing Review: Comments 1,2,3,5 remain 1. Unresolved-Sheets A4.1 & A4.2/Roof Plans: Roof drainage sizing calculations have not been provided. Provide roof drain sizing calculations to the roof plan in accordance with 2018 IPC 1106.1 & 1106.2 2. Unresolved-Sheets A4.1 & A4.2/Roof Plans: GPM discharge amounts have not been provided for the roof/drain overflows. Provide the roof/drain overflows in accordance with 2018 IPC 1106.2 3. Unresolved-Sheets A4.1 & A4.2/Roof Plans: Missing gutter sizes & calculations. Add gutter sizes & calculation in accordance with -2018 IPC 1106.6 4. Resolved-Sheet A4.3: Missing Overflow scupper detail: 2018 IPC 1106.5 & 1108 5. Unresolved-Sheet A9.2: Missing Fixture center to sidewall distances for lavs & toilets. Add fixture spacing measurements -2018 IPC 404.2, 405.3.1 |
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| 08/21/2024 | PDSD Application Completeness Express | REVIEW COMPLETED |