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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Permit Number - T17CM06296
Review Name: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 08/17/2017 | MARTIN BROWN | FIRE | REVIEW | Approved | |
| 09/07/2017 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Reqs Change | 1. Sheets PV0.0 through PV1.3: Per the IBC Section 107.1, construction documents shall be prepared by a registered design professional. These drawings have not been sealed. Please verify. 2. Drawing v18110.01 (Sheet 1); Schletter Submittal: The foundation notes indicate a geotechnical report was used for this project. Please provide one copy of that report for review. 3. Drawing v18110.01 (Sheets 1 through 3); Schletter Submittal: Please add a note on these sheets that references the ground mount arrays (G1 through G7) as indicated on Sheets PV0.0 and PV1.0. 4. Drawing v18110.01 (Sheet 2); Structural Calculations (Page 8): The estimated anchoring depth of the post is listed as 81.1" in the calculations, while the drawing (Section A-A) indicates 63 3/4". Please clarify. 5. Drawing v18110.01 (Sheet 3); Structural Calculations (Page 5): The purlin section indicated in the calculations does not dimensionally match the purlin section on Sheet 3. Please verify. 6. Drawing v18110.01 (Sheet 3); Structural Calculations (Page 7): Is the member shown in the calculations (crossbar) indicated on the drawings? Please verify. 7. Drawing v18110.02 (Sheet 1); Schletter Submittal: The foundation notes indicate a geotechnical report was used for this project. Please provide one copy of that report for review. 8. Drawing v18110.02 (Sheets 1 through 3); Schletter Submittal: Please add a note on these sheets that references the ground mount arrays (G1 through G7) as indicated on Sheets PV0.0 and PV1.0. 9. Drawing v18110.02 (Sheet 2); Structural Calculations (Page 8): The estimated anchoring depth of the post is listed as 81.1" in the calculations, while the drawing (Section A-A) indicates 63 3/4". Please clarify. 10. Drawing v18110.02 (Sheet 3); Structural Calculations (Page 5): The purlin section indicated in the calculations does not dimensionally match the purlin section on Sheet 3. Please verify. 11. Drawing v18110.02 (Sheet 3); Structural Calculations (Page 7): Is the member shown in the calculations (crossbar) indicated on the drawings? Please verify. 12. Drawing v18110.03 (Sheet 1); Schletter Submittal: The foundation notes indicate a geotechnical report was used for this project. Please provide one copy of that report for review. 13. Drawing v18110.03 (Sheets 1 through 3); Schletter Submittal: Please add a note on these sheets that references the ground mount arrays (G1 through G7) as indicated on Sheets PV0.0 and PV1.0. 14. Drawing v18110.03 (Sheet 2); Structural Calculations (Page 8): The estimated anchoring depth of the post is listed as 81.1" in the calculations, while the drawing (Section A-A) indicates 63 3/4". Please clarify. 15. Drawing v18110.03 (Sheet 3); Structural Calculations (Page 5): The purlin section indicated in the calculations does not dimensionally match the purlin section on Sheet 3. Please verify. 16. Drawing v18110.03 (Sheet 3); Structural Calculations (Page 7): Is the member shown in the calculations (crossbar) indicated on the drawings? Please verify. 17. Sheet S2.0; Panels P1, P2, and P4: A section through the panels references Sheet S2.2. It appears Sheet S2.2 is incorrectly identified as S2.0. Please verify. 18. Sheet S2.0; Plan Keynotes: Note 1 references Detail 205A for the bridging. Detail 205 (on Sheet S4.0) does not indicate a Detail 205A. Please verify. 19. Sheet S2.0; Footing (F) Schedule: The F2 footing should have 8-#6 longitudinal bars per the structural calculations. Please verify. 20. Sheet S2.1; Panel P3: A section through the panel references Sheet S2.2. It appears Sheet S2.2 is incorrectly identified as S2.0. Please verify. 21. Sheet S2.1: Should the drilled pier (30" option) schedule and the footing (F) schedule be included on this sheet? Please verify. 22. General: Please provide written responses to all review comments. |
| 09/14/2017 | DAN SANTA CRUZ | ELECTRICAL-COMMERCIAL | REVIEW | Reqs Change | Please address the following electrical plan review comments. Also provide a written response. #1. Provide for a field evaluation after the supply side taps are performed for the PV interconnection to the service equipment, to maintain equipment listings. NEC art, 230.66. #2. Provide for the installation of grounding electrodes at the transformers. As required per NEC art, 250.30A4. Ref: 2012 IBC sec, 107.2.1, 2011 NEC. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 09/20/2017 | ARUIZ1 | OUT TO CUSTOMER | Completed |