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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - TI
Permit Number - T18CM04687
Review Name: COMMERCIAL - TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 07/30/2018 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Reqs Change | 1. General: Please provide a code analysis on the drawings indicating the occupancy classification, construction type, new mezzanine square footage, total building square footage, and occupant load of the new mezzanine. Per the IBC Section 505.2, a mezzanine shall not contribute to the building area or the number of stories. 2. Sheet AL111; Mezzanine Level Plan C1: Please add a note to the mezzanine cage enclosure that 'per the IBC Section 505.2.3 (Exception 5), the mezzanine shall not be required to be open to the room in which it is located'. 3. Sheet AL111; Mezzanine Level Plan C1: The enlarged stair plan at each end of the mezzanine references E7/AL111 Sim. Please remove Sim. at the west stair. 4. Sheet AL111; Lift Enlarged Plans 2 and D7: Please indicate these enlarged plans on Floor Plan F1 and Mezzanine Plan C1. 5. Sheet AL111: Please add a note on this sheet that the future equipment lift will be a deferred submittal (per the 2012 IBC Section 107.3.4.1), or will require a new permit. 6. Sheet AL111; General Notes: Note 10 references the 2015 IBC. Please revise that to the 2012 IBC. 7. Sheet AB211; Interior Elevation B1: Please finish the guardrail note near Grid 7.7. 8. Sheet AB211; Interior Elevation B1: A note near Grid 4.5 references a barn door rolling gate. Please add to that note to reference 3/AB211, D7/AB211, and B7/AB211. 9. Sheet AB211; Section F3: Please complete the section. The tube off the bottom of the lower steel beam should be noted and should return to the framing above. 10. Sheet S001 (Structural Notes); Structural Calculations (Page 25): The calculations indicate 5/8" diameter puddle welds at 18" o.c. at supports parallel to the deck span, while the floor deck welding note on Sheet S001 indicates those welds at 24" o.c. Please coordinate. 11. Sheet S101 (Foundation Plan); Structural Calculations (Page 57): The column footing at Grids 7.7 and A.1 indicate 6.0 feet wide in the calculations, while the plan indicates a 4'-6" footing width. Please verify. 12. Sheet S401; Detail 8: Please revise the ledger note. 13. General: Please provide written responses to all review comments. |
| 07/31/2018 | ROBERT SHERRY | WATER | REVIEW | Completed | |
| 07/31/2018 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Passed | |
| 07/31/2018 | DAN SANTA CRUZ | ELECTRICAL-COMMERCIAL | REVIEW | Approved | |
| 07/31/2018 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Reqs Change | 1. Provide heating and cooling load calculations to justify the additional heating/cooling capacity for the building using the exterior design conditions shown in Section 302.2, IECC 2012, as modified by the City of Tucson. 2. Provide the basis for the ventilation flow rate used for HP-1; explain why using the "workroom, pharmacy prep area" entry in Table 403.3 is not appropriate. Reference: Sections 403.2 and 403.3, IMC 2012. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 08/08/2018 | QJONES1 | APPROVAL SHELF | Completed |
| 08/08/2018 | QJONES1 | OUT TO CUSTOMER | Completed |
| 08/08/2018 | QJONES1 | REJECT SHELF | Completed |