Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - NEW
Permit Number - T17CM06026
Review Name: COMMERCIAL - NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 10/13/2017 | MARTIN BROWN | FIRE | REVIEW | Approved | |
| 10/13/2017 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Reqs Change | 1. Provide a site plan for this property. The site plan shall include property lines, easements, building sewer, water service, septic systems (including primary and alternate leach fields, and required setbacks). Reference: Sections 107.2.1and 107.2.5, IBC 2012. 2. Specify the flow rate for the hot water recirculation pump. Reference: Section 607.2, IPC 2012. |
| 10/13/2017 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Reqs Change | 1. Demonstrate energy code compliance for the building envelope using calculations based on the current code. Reference: Sections C101.3, C101.5, C103.2, C303, and C401.2, 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 C302.2, C403.2.1, and C403.2.2, IECC 2012 as amended by the City of Tucson, and Section 312.1, IMC 2012. 3. Verify that the U-factor and SHGC values for the fenestration components are NFRC-certified. Reference: Section C303.1, IECC 2012. 4. Provide structural calculations and details to show how the heat pump is to be mounted on the roof. Reference: Section 302.1, IMC 2012. 5. Provide access to the roof-mounted heat pump. Reference: Section 306.5, IMC 2012. 6. Provide a design for the working platform for the roof-mounted heat pump. Reference: Section 306.5.1, IMC 2012. 7. The trunk ducts for the heat pumps are located outside of the building's thermal envelope. Verify that the proposed duct sizes will fit in the available space. Reference: Section C403.2.7, IECC 2012. 8. Provide access to all balancing dampers. Reference: Section 603.18, IMC 2012. |
| 10/13/2017 | ROBERT SHERRY | WATER | REVIEW | Reqs Change | Show the location of the proposed water meter, backflow preventer, and the water service pipe on a site plan. The development package is not a substitute for a complete site plan. Reference: section 107.2.5, IBC 2012. |
| 10/23/2017 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Reqs Change | 1. Sheet X1; Door and Hardware Notes: Note 14(a) references the IBC Section 1008.1.3.2 for power operated egress doors. Please revise the reference. 2. Sheet X1; Exit Access Travel Distance: Since there is only one exit from this space (sliding door in break area and door in waiting area do not meet placement requirements of the IBC Section 1015.2.1, and the garage door does not meet the IBC Section 1008.1.2 requirements), the common path of egress travel (IBC Section 1015.1(2)) must meet the requirements of Table 1014.3. Please indicate this on Sheet X1. 3. Sheet A1; Wall Types: On the Type 2 wall, please add a note indicating 'Typical Exterior Walls-UNO' (same as Wall Type 1). 4. Sheet A1; Enlarged Plan H: At the door, please indicate the maneuvering clearance on the pull side (see ICC/ANSI Figure 404.2.3.2a) and on the push side (see 404.2.3.2b). Indicate the actual dimensions meet the code requirements. 5. Sheet A1; Floor Plan Keynotes: Note 4 indicates a required fire resistance rating for the door into the garage. Should the garage (S-2) walls and ceiling also be separated from the office (B) occupancy? Please verify and apply the IBC Table 508.4 as required. If fire resistant walls are required, please indicate the U.L. list number as required. 6. Sheet A1; Enlarged Toilet Plan B: Please indicate the control wall, back wall, seat wall, and centerline locations on this plan per the ICC/ANSI Figure 608.2.1. 7. Sheet A1; Elevations F and G: Please provide grab bar lengths and locations per the ICC/ANSI Section 608.3. 8. Sheet A4 (Section 5); Sheet S2 (Framing Plan): The 4x12 beam indicated on Section 5/A4 does not match the beam indicated on Sheet S2 (glulam). Please coordinate. 9. Sheet A4; Details 1 and 4: The detail cuts were not located on any plan or section, and there was no reference found in any notes for the details. Please verify. 10. Sheet S1; Foundation Notes: Note 1 indicates the soil bearing capacity to be 1500 psf. Foundation Details 2 and 3 indicate the bottom of footing is 12" below finish grade. The City of Tucson requires an 18" depth from finish grade to the bottom of footing for 1500 psf (12" is allowed 1000 psf). Please revise (see foundation notes in the structural calculations). 11. Sheet S2 (Framing Plan); Structural Calculations (Sheet 17): Beam B4 indicates a 4x12 in the calculations (and on the Section 5/A4), but indicates a 3.125" x 13.5" GLB on the framing plan. Please coordinate. 12. General: Please provide written responses to all review comments. |
| 10/31/2017 | DAN SANTA CRUZ | ELECTRICAL-COMMERCIAL | REVIEW | Reqs Change | Please address the following electrical plan review comments. Also provide a written response. #1. Provide complete compliance with the Tucson/Pima County Outdoor Lighting Code. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 12/19/2017 | KROBLES1 | OUT TO CUSTOMER | Completed |