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Permit Review Detail
Review Status: Requires Resubmit
Review Details: PERMANENT SIGN REVIEW v.1
Permit Number - TS-PRM-0623-00344
Review Name: PERMANENT SIGN REVIEW v.1
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 06/26/2023 | Sign Post Review | PENDING ASSIGNMENT | |||
| 06/23/2023 | Commercial Building | REQUIRES RESUBMIT | Sign is above 30 ft from grade. Lateral forces such as the 115 mph gust of wind will be pronounced and will be imposed on these signs. You are proposing to use aluminum studs using epoxy adhesive: 1. Provide the expiration date and the manufacturer of the epoxy product being used. 2. Mounting surface: Provide what is the wall composed of. 3. Provide a description as to the depth and how the indentation is prepared for proper adhesion to receive the epoxy as well as the actual embedment length of the aluminum stud in contact with the epoxy. 4. Provide a description as to how the epoxy is evenly distributed within the indentation. 5. Provide the resistance capacity for each stud location and how many will be used to be able to resist the lateral forces that includes the 115 mph gust of wind. Provide the calculation that demonstrates this. 6. Please enter your response on Sheet 2 of 7. 7. Please resubmit. |
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| 06/26/2023 | Signs | REQUIRES RESUBMIT | Resubmit on the portal a set of revised plans that show all structural review comments addressed No signage comments other than get the approval letter from developer for the sign design per PAD-31. (Bourn Companies) |