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Permit Review Detail
Review Status: Requires Resubmit
Review Details: PERMANENT SIGN REVIEW REVISION v.2
Permit Number - TS-PRM-0525-00225
Review Name: PERMANENT SIGN REVIEW REVISION v.2
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 12/22/2025 | Commercial Building Standard | REQUIRES RESUBMIT | ACTIVITY NO. TS-PRM-0525-00225 ADDRESS: (355 N WILMOT RD TUCSON, AZ 85711) Submit your revised drawings along with a detailed response letter, which states how all Building Review Section comments were addressed. Please paste the review comment individually and enter your response directly below it. Please do this for every comment. Review will not proceed without the response letter. The submitted documents were incomplete and a thorough plan review could not be performed. Please be aware, new comments may arise with the next review. Should the above not followed, it may delay your approval. Additionally, please submit complete copies of all permit documents (i.e. plans, calculations, reports, etc.) even if they have not been changed. COMMENTS: 1. FASTENER USED a. Both the previously approved drawing and current submitted drawing indicates densglass sheathing over studs. b. The previously approved drawing called for a SS Thru-Bolts Snaptoggle Anchor. i. This snaptoggle is the ideal fastener to use on an EIFS on densglass sheathing. ii. This snaptoggle is able to resist the uplift forces on a 115 mph 3 second gust of wind. iii. This snaptoggle also works on plywood sheathing. 2. INSTALLATION a. This is an installation that is over 60 ft above ground. i. This installation requires Special Inspection. ii. During installation, the special inspection would have done the following. 1. Inspector verify make-up of the wall/surface the sign is being installed on. 2. Verify with drawing on what fastener to be used. 3. Verify how many fastener specified per letter. 4. Verify how many fastener actually installed for each letter. 5. Torgued each fastener confirming compliance. 6. Field Report is generated. b. Please have the Structural Engineer in charge (Tony Jacob #66734) review the special inspection field report. i. Tony Jacob to review the field report. ii. Tony to confirm, per his structural calculation and detail drawings, the correct fastener was used. iii. Tony to confirm, the fastener used is able to resist the lateral forces the sign may encounter and is equal to his calculation. iv. Tony to generate a letter enumerating his conclusion. v. Tony to seal/sign/date the letter and the field report. 3. Please resubmit. Should you have any questions about these comments, I can be reached at Justin.Eder@tucsonaz.gov or 520-837-4976. |