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Permit Review Detail

Permit Number: T17CM09187
Parcel: 11105262A

Review Status: Completed

Review Details: COMMERCIAL - TI

Permit Number - T17CM09187
Review Name: COMMERCIAL - TI
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
01/03/2018 ERIC NEWCOMB BUILDING-COMMERCIAL REVIEW Reqs Change 1. Sheet TS1; Code Study (Number of Exits): The second line indicates 39 occupants > 50. Please revise to < 50.
2. Sheet TS1; Code Analysis Data (Separated Uses): The separated uses and nonseparated uses both indicate 'No'. Please revise.
3. Sheet D1.0; Demolition Floor Plan: On the south building wall at the east end, a Key Note 9.4 is indicated. Is this correct? Please verify.
4. Sheet D1.0: A note at the bottom of the sheet indicates "Approved Under a Separate Permit For Information Only". Is this true? Please verify.
5. Sheet A1.0; Floor Plan: With 39 occupants, a men's and women's restroom is required, or two unisex restrooms are required. Per the IBC Section 2902.3.1, the public shall have access to the required toilet facilities at all times that the building is occupied. Toilet 2 does not meet that requirement (must travel through doors that could be locked (118A and 118B), then through the Dog Ward. Please revise.
6. Sheet A1.0; Floor Plan: In the Janitor's Room (121), Key Note 5.6 (steel gate) is used. Please revise (Service Sink?).
7. Sheet A1.0; Partition Types: Interior Partition Type 6A references Detail 5/A5.0. Please revise the detail reference.
8. Sheet A1.0; Partition Types: Interior Partition Type 4B references Detail 4/A5.0. Please revise the detail reference.
9. Sheet A1.0; Partition Types: Exterior Partition Type 6B references Detail 4/A5.0. Please revise the detail reference.
10. Sheet A1.0; Floor Plan: Please indicate the type of material stored in the Gas Room (127), and verify on the drawiings the quantity limits for that material per the IBC Table 415.10.1.1.1 are not exceeded.
11. Sheet A1.0; Floor Plan: Key Note 15.4 indicates an existing drinking fountain, but it was not located on the plan or on the interior elevations (Sheet A7.0). Please verify.
12. Sheet A4.0; Shade Detail 4: Please coordinate the metal tube steel beam size with the Structural Framing Plan (Sheet S3.0).
13. Sheet A7.0; Kitchen Elevation 6: Please indicate the "A" and "B" portions of the elevation per the Floor Plan (Sheet A1.0).
14. Sheet A7.0; Wall Elevations 1B and 2B: Please locate the vertical grab bar from the wall per the ICC/ANSI Figure 604.5.1.
15. Sheet S2.0 (Foundation Plan); Structural Calculations: No calculations were located for the F2 footing at the C2 column. Please provide.
16. Sheet S2.0; Foundation Plan Notes: Note 6 was not located on the plan. Please verify.
17. Sheet S5.0; Structural Calculations (Sheet 11): The connection on the new beam to the existing masonry wall indicates 4-3/4" diameter epoxy bolts embedded 6 1/2". If this is Detail 207, the epoxy bolts only indicate 5" embedment. Please clarify.
18. Sheet S5.0 (Detail 201); Structural Calculations (Sheet 16): The calculations indicate a DH1 Header (3-2x12). Is this header indicated on the Framing Plan (S3.0) or on the Detail (201)? Please verify.
19. Structural Calculations: Please provide a Key Plan in the calculations indicating the various design element locations.
20. General: Please provide written responses to all review comments.
01/04/2018 DAN SANTA CRUZ ELECTRICAL-COMMERCIAL REVIEW Approved
01/11/2018 DAVID RIVERA ZONING REVIEW Reqs Change
01/22/2018 LOREN MAKUS ENGINEERING REVIEW Reqs Change T17CM09187 and T17OT01284
January 22, 2018
This project cannot be approved as submitted. This building is within a flood hazard area as determined by the City Engineer. Show that the project meets one of the following development criteria.
1. Demonstrate the cost of the project is less than 50 per cent of the value of the structure. The value of the structure from the Pima County Assessor is $189,154. The permit project valuation is $289,000. Provide documentation that the building valuation is greater, that the project valuation is less, or a combination of these such that the project cost is less than 50 percent of the value of the project.
2. Demonstrate that the lowest floor of the structure is above the regulatory flood elevation. The base flood elevation is 2407.1. The regulatory flood elevation is 2408.1 NAVD 88.
3. Provide a flood proofing certificate demonstrating flood proofing to the regulatory flood elevation.
12/14/2017 ROBERT SHERRY WATER REVIEW Reqs Change 1. The existing water meter is 1" and can be used for a maximum demand of 37.5 GPM, not the 120 GPM shown in the Pressure loss calculations on sheet P2.1.
2. The water pressure for this location has a calculated range of 76 to 83 PSI; verify that a pressure regulator is provided to limit the maximum water pressure to the building. Reference: section 604.8, IPC 2012.
12/15/2017 JVINCEN1 FIRE REVIEW Approved
12/18/2017 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Reqs Change 1. Verify the sizes of the existing natural gas piping. The gas main is incorrectly labeled as EXIST. ½" in several locations and the gas line to the northern RTU is also incorrectly labeled as EXIST ½" Reference: Section 402.3, IFGC 2012.
2. Revise detail 2/P3.2 to show the location of the sediment trap downstream of the appliance shut off valve, as close to the equipment as possible. Reference: Section 408.4, IFGC 2012.
3. Provide the minimum plumbing facilities required by Table 2902.1, IBC 2012, for business occupancy (i.e. drinking fountains). Reference: Sections 1109.5 and 2902.1, IBC 2012.
4. Clarify how the exhaust system condensate from the water heater will be able to drain to the sanitary drain system. Reference: Section 303.2, IPC 2012.
12/18/2017 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Reqs Change 1. Demonstrate energy code compliance for the alterations to the building envelope based on the current code (e.g. doors, windows, and skylights). Reference: Sections C101.4.3, C101.5, C103.2, C303, and C401.2.1, International Energy Conservation Code 2012
2. Provide heating and cooling load calculations that justify the capacities of the heating and cooling equipment specified for the project. Reference: Sections C403.2.1 and C403.2.2, IECC 2012, and Section 312.1, IMC 2012.

Final Status

Task End Date Reviewer's Name Type of Review Description
01/24/2018 QJONES1 APPROVAL SHELF Completed
01/24/2018 QJONES1 OUT TO CUSTOMER Completed
01/24/2018 QJONES1 REJECT SHELF Completed