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Permit Number: T18CM06864
Parcel: 10922452A

Review Status: Completed

Review Details: RESUBMITTAL

Permit Number - T18CM06864
Review Name: RESUBMITTAL
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
09/12/2018 ERIC NEWCOMB BUILDING-COMMERCIAL REVIEW Reqs Change 1. Sheet 4; General Structural Notes (Foundations): Please indicate on this sheet the caisson footing allowable lateral bearing pressure and the allowable end bearing pressure used in this project.
2. Sheet 4; General Structural Notes (Foundations): The spread footing designs indicates to "refer to soil report for additional information prior to commencement of earthwork. Soils engineer shall inspect foundation excavations prior to placement of concrete". Please verify if there is a geotechnical investigation report for this project.
3. Sheet 5; Isometric Plan A: A note on the isometric indicates mid-span bracing per Detail 10. Please verify (no Detail 10) if this bracing is required.
4. Structural Calculations; Sheet 1.8: Although the calculations make a case for the use of the 2006 IBC for wind load design (Sheet A1), no case is made for seismic design loads. Although wind will control the lateral design, a seismic analysis should still be performed using the 2012 IBC. Please verify.
5. Structural Calculations; Sheet 2.0: The calculations specify 30 gauge roof deck, while Detail 1/6 indicates 29 gauge. Please verify.
6. Structural Calculations; Sheet 3.0: The section in the calculations indicates 7'-0" to 8'-6" maximum to bottom of beam, while the Section B/5 indicates 7'-0" to 10'-6" maximum. Please verify.
7. General: Please provide a Special Inspection Certificate for this project.
8. General: Please provide written responses to all review comments.

Reviewed by Eric Newcomb
Contact at 520-837-4911

Final Status

Task End Date Reviewer's Name Type of Review Description
09/19/2018 QJONES1 APPROVAL SHELF Completed
09/19/2018 QJONES1 OUT TO CUSTOMER Completed
09/19/2018 QJONES1 REJECT SHELF Completed