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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - TI
Permit Number - T17CM02892
Review Name: COMMERCIAL - TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 05/02/2017 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Reqs Change | Provide roof drainage and hydraulic scupper size calculations for the two downspouts and the new scupper. Include all contributory roof areas and surrounding vertical walls that can divert rainfall onto the roof. Provide secondary (overflow) roof drainage as required. Reference: Sections 1106.1, 1106.4, and 1108.3, IPC 2012, and Sections 1611.1 and 1611.3, IBC 2012. |
| 05/02/2017 | ROBERT SHERRY | WATER | REVIEW | Completed | |
| 05/02/2017 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Completed | |
| 05/08/2017 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Reqs Change | 1. Sheet C1; Code Analysis (Means of Egress Width): Per the IBC Section 1005.3.1 (Exception), a factor of 0.2 may be used in determining the minimum stair width. In addition, per the IBC Section 1005.3.2 (Exception), other egress widths may be calculated using a factor of 0.15. These factors are allowed in buildings equipped throughout with an automatic sprinkler system installed in accordance with the IBC Section 903.3.1.1. 2. Sheet C1; Code Analysis: Please indicate in this section the number of exits required (per Section 1021), and the number of exits provided (all levels). 3. Sheet C1.1; Plan A: Egress from patio 110 into the dining area (109) shall be through side hinged doors per Section 1008.1.2 or be in full compliance with Section 1008.1.4.3 for horizontal sliding doors. 4. Sheet AS1; Site Plan: Keynote 9 indicates a new accessible ramp. Please indicate on the plan the elevation at the top of the ramp, the elevation at the bottom of the ramp, the ramp slope, and the ramp length. 5. Sheet AS1; Site Plan: A landing shall be provided at the top and bottom of ramps per Section 1010.7. Please indicate on the plan. If an existing surface is being used as a landing for the new accessible ramp, please indicate on the plan. 6. Sheet A1; Demolition Keynotes: Information for note 12 is not noted in the keynotes. Please verify. 7. Sheet A2; General Notes: General note 6 references Sheet A1 for full floor plan. Sheet A1 is a demolition plan. Please verify. 8. Sheet A2; Floor Plan: The door to the dry storage room (003) blocks more than one half of the required means of egress width. Per Section 1005.7.1, please revise the door swing. 9. Sheet A2; Keynotes: Note 6 indicates the stair tread depth to be a maximum of 11 inches. Per Section 1009.7.2, stair treads shall be a minimum of 11 inches in depth. Please verify. 10. Sheet A-2; Floor Plan: A one hour fire resistance rated door is required at the new interior stair enclosure per Section 1009.3.1.4 and Section 716. The plan indicates the stair extending through the rated enclosure. Please verify. 11. Sheet A-2; Wall Types: Wall 5 indicates a one hour fire resistance rated wall. Please indicate on the drawing the U.L. listing number for that assembly, or reference the item number for that assembly from the IBC Tables 721.1(1) and 721.1(2). 12. Sheet A2.1; Plan: Doors 109G and 108A in the exit stairway shall have a fire resistance rating of one hour per Table 716.5. Please verify. 13. Sheet A2.1; Keynotes: Please provide specifications for the glass railing system indicated in note 10. 14. Sheet A2.1; Plan: Egress from the ramp/stair into the existing dining room (105) uses a sliding door (109A). Per Section 1008.1.2, egress doors shall be side hinged or be in full compliance with Section 1008.1.4.3 for horizontal sliding doors. Please verify. 15. Sheet A8; Section 3: Keynote 14 incorrectly identifies an item. Please verify. 16. Sheet D1; Ramp/Stair Plan A: Please indicate on the plan the elevation at the top of the ramp and the elevation at the bottom of the ramp. 17. Sheet S1.0; Structural Notes (Foundations): Notes indicate a geotechnical report was used in the foundation design. Please provide one copy of that report for review. 18. Sheet S1.0; Structural Notes (Post Installed Anchoring 3B): The ICC Report #ESR-1771 for Simpson Strong-Bolt Wedge Anchors is no longer valid. Please verify. 19. General: Please provide written responses to all review comments. |
| 05/09/2017 | ERIC NEWCOMB | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Approved | |
| 05/11/2017 | DAN SANTA CRUZ | ELECTRICAL-COMMERCIAL | REVIEW | Approved | |
| 05/12/2017 | LOREN MAKUS | ENGINEERING | REVIEW | Reqs Change | DP must be approved first. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 05/22/2017 | MMENDIB1 | OUT TO CUSTOMER | Completed |