Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - TI
Permit Number - T18CM02702
Review Name: COMMERCIAL - TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 04/18/2018 | MARTIN BROWN | FIRE | REVIEW | Approved | |
| 04/27/2018 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Reqs Change | 1. Clarify the connected loads or input ratings for each appliance. Southwest Gas, the local gas utility provides natural gas with an energy content of approximately 1,000 BTU per cubic foot. The manufacturer's listing for the proposed unit heaters calls for an input of 75,000 BTUH. Reference: Section 402.1, IFGC 2012. 2. Provide a detail showing the installation and support of the unit heaters. Reference: Section 302.1 and 305.1 IFGC 2012. 3. If the manufacturer does not incorporate a sediment trap within the gas-fired equipment, provide a sediment trap downstream of the appliance shut off valve, as close to the equipment as possible. Reference: Section 408.4, IFGC 2012. 4. Verify that the specified metering faucets for the lavatories will dispense a maximum of 0.25 gallons per metering cycle and that each cycle will last for a minimum time of 10-seconds. Reference: Section 416.6, IPC 2012, as amended by the City of Tucson and Section 606.4, ICC/ANSI A117.1-09. 5. Identify the source of the tempered water for the lavatories and the hot water for the required service sink - a source of hot and tempered water is not optional. Reference: Sections 607.1 and 607.2, IPC 2012. 6. Provide tempered water for the public restroom lavatories using approved devices conforming to ASSE 1070. Reference: Sections 416.5 and 607.1.2, IPC 2012. 7. Finish specifying the plumbing fixtures, e.g. the service sink and the water closet (tank or flush valve?). Reference: Section 107.2.1, IBC 2012. 8. A single bottled-water dispenser is not compliant with the requirements of 410, IPC 2012. A point-of-use water dispenser connected to the water distribution system is allowable provided cups are located at an accessible location. 9. Provide the dimensions of the rain gutters, the slopes, and the size of the downspouts. Reference: Section 1106.6, IPC 2012. |
| 04/27/2018 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Reqs Change | 1. Demonstrate energy code compliance for the addition to the building envelope using calculations based on the current code. Reference: Sections C101.4.3, C101.5, C103.2, C303, and C401.2.1, International Energy Conservation Code 2012. 2. Provide heating load calculations that justify the capacities of the heating equipment specified for the project and provide sufficient heat to maintain a minimum temperature of 68 F on a design heating day (32 F). 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 and Section 309.1, IMC 2012. 3. Revise the sequence of operation for the restroom exhaust fan so that all of the air supplied to the restrooms will be exhausted (i.e. all of the air supplied to each restroom is to be exhausted during the hours of operation even if the lights are off). Reference: Section 403.2.1 (4), IMC 2012. 4. Show the size, route, and termination of the evaporative cooler drains. Reference: Section 107.2.1, IBC. 5. Specify the type of venting systems and the venting materials to be used for the proposed unit heaters. Reference: Section 503.1, IFGC 2012. |
| 04/27/2018 | ROBERT SHERRY | WATER | REVIEW | Reqs Change | 1. Provide the site plan referenced on sheet P-1.0. The site plan is to show the location and size of the water meter and of the associated backflow prevention assembly. Reference: Section 107.2.1, IBC 2012. 2. Calculate the total water demand that will be served by the existing water meter. Include the service sink, hose bibbs, and the required water dispenser in addition to the water closets and lavatories. Verify that the size of the existing water meter is adequate for the new load. Reference: Section 107.2.1, IBC 2012. |
| 04/30/2018 | GPERU1 | BUILDING-COMMERCIAL | REVIEW | Reqs Change | 1. Indicate the occupant load for the building addition; it is not clear from the numbers provided what the final occ. load is. IBC 1004.1 2. Room uses listed as store area, storage stock are not shown on the floor plan; show each area and label on the floor plan. IBC 107.2.1 3. Specify what type of fire resistive wall being constructed between the existing and new addition. Provide a listed assembly detail for the wall. IBC 706.1 4. Provide manufacturers specifications and listings for doors located in the 3-hr. fire wall. Verify compiance with IBC TABLE 716.5 5. Indicate the proper occupancy classification for the use of the new building addition. Parts sorting and packaging does not fit the use definition for a Mercantile occupancy. Specify type and material of packages and operations. IBC 309.1 6. Provide a detail of the fire wall intersection to the exterior walls of the new and old building for compliance with IBC 706.5 7. Provide a detail of the fire wall as it extends above the roof. It must continue as a rated assembly to not less than 30" above the roof plane. IBC 706.6 8. Keynote A6 on sheet A1.1 is describing the the fire wall as CMU per IBC TABLE 721.1(2) 4-1.1 which is not for this type of assembly. Wall detail 6 on the same page does not show CMU in the assembly. Verify proper construction method and provide detail on plans. IBC 107.2.1, IBC 706.1 9. CMU walls that are included in the building construction must be noted and detailed in the structural design. IBC 107.2.1 10. Specify all interior wall and ceiling finishes; identify flame spread and smoke index. IBC 803.1.1 11. Provide partition framing details; specify attachment to slab. IBC 107.2.1 12. Submit structural plans and calculations for the slab, footings and concentrated bearing footings where metal building girder frame occurs. Show all laoding conditions and combinations in structural calculations. IBC 1603.1 13. Provide soils report and coordinate footing/foundation and slab with report recommendations. IBC 1603.1 14. Specify sizes of all footings. reinforcement and anchor bolts. Final concrete design cannot be by Deferred Submittal. IBC 107.3.4.1 15. Note on plans; Egress doors shall be readily openable from the egress side without the use of a key of special knowledge. IBC 1008.1.9 16. If not already existing, provide a Hi/Low drinking fountain in accordance with IBC TABLE 2902.1 17. Clearance around water closets shall be 60" minimum and cannot be encroached by other fixtures. ICC A117.1 Sec. 604.3.1 18. |
| 05/07/2018 | STEVE SHIELDS | ZONING | REVIEW | Reqs Change | PDSD TRANSMITTAL FROM: Steve Shields Principle Planner PROJECT: 1301 S. Tyndall Ave, T18CM02702 Building Plan (1st Review) TRANSMITTAL DATE: May 7, 2018 1. The building plans have been reviewed by Zoning Review Section but cannot approve the plan until all zoning comments or concerns have been addressed. 2. Zoning has reviewed the building plans for compliance with Development Package (DP) DP18-0011 but until the DP has been approved to building plans cannot be approved. 3. Until all other PDSD review agencies have approved the building plans zoning cannot approve. Once the above comments are addressed Zoning will provide an over-the-counter review. Please call or email to schedule an appointment for this review. If you have any questions about this transmittal, please contact me at Steve.Shields@tucsonaz.gov or (520) 837-4956 |
| 05/10/2018 | JOHN VAN WINKLE | ENGINEERING | REVIEW | Reqs Change | T18CM02702 1) Coordinate with Development Package (DP) to ensure that roof drains scupper underneath sidewalks. Reference City of Tucson Technical Standards Manual (TSM) section 7-01.4.1.E 2) Building plans cannot be approved until the DP has been approved John Van Winkle, P.E. John.VanWinkle@tucsonaz.gov 520-837-5007 |
| 05/16/2018 | CTREVIL1 | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Completed | |
| 06/06/2018 | GPERU1 | ELECTRICAL-COMMERCIAL | REVIEW | Approved | 1. The EGC for new Panel C is undersized for 400 amp OC rating; minimum size is #3 AWG copper conductor. NEC 250.122 2. Provide ARC FAULT calculations to PANEL C. NEC 110.9 3. Show the location of the SES on the building. 4. #1. Provide compliance with the Tucson/Pima County Outdoor Lighting Code. If claiming exemption per section 401.2.1(3), verify full cut-off shielding. |