Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO. If you cannot find what you are looking for please submit a records request.

Permit Review Detail

Permit Number: T17CM08215
Parcel: 12212039C

Review Status: Completed

Review Details: COMMERCIAL - NEW

Permit Number - T17CM08215
Review Name: COMMERCIAL - NEW
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
01/03/2018 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. This code can be printed or downloaded from www.tucsonaz.gov/pdsd. See section 104 "Permit and Plan Submission Requirements.
01/10/2018 STEVE SHIELDS ZONING REVIEW Reqs Change PDSD TRANSMITTAL

FROM: Steve Shields
Principle Planner

PROJECT: Royal Service Building @ 4984 E. 22nd Street
T17CM08215
Building Plan (1st Review)

TRANSMITTAL DATE: January 10, 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. Until development package DP17-0285 is approved the service building plans cannot be approved.

3. Until the above comments have been addressed and all other PDSD review agencies have approved the building plans zoning cannot approve.

If you have any questions about this transmittal, please contact me at Steve.Shields@tucsonaz.gov or (520) 837-4956
01/10/2018 SSHIELD1 ENGINEERING REVIEW Passed
12/19/2017 JVINCEN1 FIRE REVIEW Approved
12/20/2017 ROBERT SHERRY WATER REVIEW Completed
12/21/2017 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Reqs Change 1. Identify the location of the ducted split-system cooling unit (CU-2-2 and FC-2-2) for the elevator shaft equipment. Only a thermostatically controlled exhaust fan, EF-3, and a transfer duct are shown on sheets M1.1, M2.1, and M2.2. (EF-3 is labeled as EF-2 in the exhaust fan schedule.) Reference: Section 107.2.1, IBC 2012.
2. The architect has chosen to use ASHRAE 90.1-2010 to show compliance with the energy code. Revise the mechanical COMcheck analyses for both phase one and phase two to use ASHRAE 90.1-2012 rather than IECC 2012. Reference: Section C401.2 (1), IECC 2012; see also Section 6.2, ASHRAE 90.1-2010 for the available compliance paths.
3. Provide U-factor, SHGC, visible transmittance (VT), and air leakage ratings for the proposed fenestration that have been determined by a laboratory accredited by a nationally recognized accreditation organization such as NFRC. Reference: Section 5.8.2.1, ASHRAE 90.1-2010.
4. Provide doors with a permanent nameplate showing the U-factor and air leakage rate for each door or provide a signed and dated certification of the doors that lists their U-factor and air leakage rate. Reference: Section 5.8.2.3, ASHRAE 90.1-2010.
5. Revise the heating and cooling load calculations for phase one of the activity using the exterior design conditions per Table C302.1, IECC 2012, as amended by the City of Tucson.
6. Provide heating and cooling load calculations that justify the capacities of the heating and cooling equipment specified for the phase two portion of the activity. The exterior design conditions shall be per Table C302.1, IECC 2012, as amended by the City of Tucson. Reference: Section 6.4.2.1, ASHRAE 90.1-2010.
7. A letter from the building owner shall be delivered to the representative of the building official stating that the building owner has received a copy of the preliminary commissioning report prior to passing the final mechanical inspection. Reference: Section C408.2.4.1, IECC 2012.
12/21/2017 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Reqs Change 1. Provide a site drawing showing the installation of the utility services to the building. Show the material, size, route, and slope of the building sewer, the location of the connection of the building sewer to the public sewer, the material, size, and route of the water service to the building, the location, size and type of backflow preventer, and the location and size the water meter on the utility drawing. Show the location of the natural gas meter on the site utility drawing. Reference: Section 107.2.1, IBC 2012.
2. Clarify the second, un-labeled angle stop in detail 2/P3.1. Reference: Section 107.2.1, IBC.
3. Verify that the installation of a shut-off valve between the storage-type water heater and the required thermal expansion tank as shown in detail 1/P3.1 complies with the installation instructions for the thermal expansion tank. Reference: Section 303.2, IPC 2012.
4. Verify that the metering faucet specified for lavatory L-1A will be adjusted to limit the amount of water dispensed to a maximum of 0.25 gallons per cycle and that the dispensing cycle will last for at least 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. Correct the faucet specified for lavatory L-2A to deliver a maximum of 0.25 gallons per cycle, not 0.25 GPM. Reference: Section 416.6, IPC 2012, as amended by the City of Tucson.
6. The water pressure data from Tucson Water indicates a pressure range of 85 to 92 PSI for this location. Provide a water pressure regulator conforming to ASSE 1003 or CSA B356 to limit the water pressure to 80 PSI or less. Reference: Section 604.8, IPC 2012.
7. An approved 2-way cleanout fitting is a single fitting, not a field-assembled group of individual fittings as shown in detail 7/P3.1. Reference: Sections 708.3.5 and 708.5, IPC 2012.
7. Based on the preliminary civil site plan, DP17-0285, the finished floor elevation of the new building will be 2489.0'. Verify the rim elevation of the next upstream sanitary manhole using current elevation data to determine the need for a backwater valve. (I have changed a lot since 1949 and I believe that Speedway Blvd has also.) Reference: Section 715.1, IPC 2012, as amended by the City of Tucson.
8. The horizontal roof drain conductors for the two primary and two overflow roof drains located between columns G-3 and G-5.3 are sized for 8570 square feet of roof area and will require the installation of 8" pipes if the slope is allowed to be 1/8" per foot as noted in the specifications. Reference: Table 1106.3, IPC 2012.
12/27/2017 ERIC NEWCOMB BUILDING-COMMERCIAL REVIEW Reqs Change T17CM08215
1. Sheet T1; Building Code Data (Occupant Load): The 'B' occupancy indicates 14,263 SF and the 'S' occupancy indicates 15,548 SF for a total of 195 occupants. The 'S' occupancy does not include the second floor Parts SF (1587 SF) which changes the total 'S' to 14,000 SF. Please revise the total SF and occupant load for the 'S' occupancy.
2. Sheet T1; Index of Drawings: The index indicates Sheets A0, A2, and A8 which are not included in the drawings. Please verify.
3. Sheet T1; Index of Drawings: Sheets A2.1, A2.2, A8.1, and A8.2 are included in the drawings, but are not shown in the index. Please verify.
4. Sheet A1.0; Floor Plans: Per the IBC Section 1016.3, the exit access travel distance must be measured in horizontal and vertical paths. Please revise the travel paths that are indicated along diagonal lines.
5. Sheet A1.0; Second Floor Plan: Per the IBC Table 1016.2, the exit access travel distance for a sprinklered 'B' occupancy is 300 feet, and 250 feet for a sprinklered S-1 occupancy. Since Stair 1 leads directly to the exterior of the building and there is a door at the second level, the exit access travel distance can be measured to the second level door (as indicated), since the stair enclosure is required to be rated per the IBC Section 1009.3.1.2. Stair 2 does not lead directly to the exterior of the building, has no door at the second level, and is not enclosed, therefore indicates an exit access stairway. This stair must meet the requirements of the IBC Section 1009.3. Please verify and revise the drawings as required. The exit access travel distance must include the distance down the stairs and to the exit per the IBC Section 1009.2, which must include an exit passageway (per Section 1023), a horizontal exit (per Section 1025), or meet the requirements for exit discharge (per Section 1027).
6. Sheet A1.0; Second Floor Plan: Please review Stair 3 for requirements per the IBC Sections 1009 (Stairways), 1023 (Exit Passageways), 1025 (Horizontal Exits), and 1027 (Exit Discharge).
7. Sheet A1.1; Floor Plan: The Legend indicates four wall types. The walls on the plan do not identify those wall depictions from the Legend. Please provide (cmu walls, exterior metal stud walls, and full height partitions) on the plans.
8. Sheets A1.1 and A1.2; Legend: The exterior metal studs reference "wall sections". The wall sections on Sheets A4.1 through A4.3 typically give the wall stud depth, but do not indicate the stud spacing or gauge. Please provide this information on the drawings.
9. Sheet A1.1 (Floor Plan); Sheet A6 (Door Schedule): Doors 132A and 132B have Hardware Type 12 per the Door Schedule. The Specifications indicate this hardware type has a lockset. Per the IBC Section 1008.1.9.3, a sign indicating, "Door to remain unlocked when building is occupied", along with two other requirements, must be applicable. Please add these requirements to those doors (under "Remarks") in the Door Schedule.
10. Sheet A1.2; Floor Plan: The Legend indicates four wall types. Many of the walls on the plan do not identify those wall depictions from the Legend. Please provide (cmu walls, exterior metal stud walls, and full height partitions) on the plans.
11. Sheet A1.2; Floor Plan: Door 211B (at Stair 1) does not indicate a fire resistance rated door. Please verify.
12. Sheet A1.2; Floor Plan: The walls from the first floor to the second floor should all be denoted as "full height metal stud partitions" on the plan. Please verify.
13. Sheet A1.2; Floor Plan: Are the walls enclosing the Elevator and Stair 3 fire resistance rated? Nothing is indicated on the drawings, access to the stair is not enclosed, and it appears this is an exit access stairway. Reference the IBC Section 713 for the required fire resistance rating at an elevator.
14. Sheet A1.2; Floor Plan: Stair 2 is not enclosed and would be considered an exit access stairway. Follow the IBC Sections 1009.3 and 1027, and indicate on the drawings all requirements are met. See Section 707.3.3 for the fire resistance rating required.
15. Sheet A1.2; Floor Plan: Please verify if Door 117A (at Parts Room 117) is required to be a fire resistance rated door. Revise as required.
16. Sheet A1.2 (Floor Plan); Sheet A4.3 (Section 14): Please indicate the sump pit on the floor plan.
17. Sheets A1.2 and A1.3 (Floor Plan); Sheet A6 (Door Schedule): Doors 211, 211B, and 117A have Hardware Type 12 per the Door Schedule. The Specifications indicate this hardware type has a lockset. Per the IBC Section 1008.1.9.3, a sign indicating, "Door to remain unlocked when building is occupied", along with two other requirements, must be applicable. Please add these requirements to those doors (under "Remarks") in the Door Schedule.
18. Sheet A1.3; Floor Plan: Door 211 (at Stair 1) does not indicate a fire resistance rated door. Please verify.
19. Sheet A1.3; Floor Plan: Please indicate on this drawing the balcony requirements in the IBC Section 1406.3 (Exception 3) are met.
20. Sheet A1.3 (Floor Plan); Sheet A3 (Section 5): The floor plan indicates the glass guardrail is 42" high, while Section 5 indicates 44". In addition, the plan calls out a glass guardrail, while the section indicates metal studs. Please coordinate.
21. Sheet A2.1; Elevations 1 and 2: A Detail 3/A8.1 is referenced on both elevations. Please revise the reference.
22. Sheet A3; Partition Details: There is no wall detail where fire resistance rated partitions must extend to the roof deck. Please provide.
23. Sheet A5; Fixture/Accessory Mounting Elevation: The horizontal grab bar at the rear wall should indicate 36" minimum. Please revise.
24. Sheet A9; Floor Plan 4: A shaft is indicated north of the Elevator. This must be fire resistance rated per the IBC Section 713. Please verify where the shaft begins and ends, and provide details on the drawings at those locations.
25. Sheet A9; Floor Plan 1: A shaft is indicated south of Stair 1 (and at two other locations in Gallery 211 on Sheet A1.3). These must be fire resistance rated per the IBC Section 713. Please verify where the shaft begins and ends, and provide details on the drawings at those locations.
26. General: No specifications or details were located for the drinking fountains (Sheet T1 indicates two provided). Please verify.
27. General: Where a fire resistance rated wall, floor, or ceiling system is required, provide a detail of that system on the drawings and include the U.L. Certification Number for that detail.
28. Sheet S1.8 (Lintel Schedule); Structural Calculations (Page 27): The calculations indicate LT2 will have (2) #5 top and bottom, while the schedule indicates (2) #5 bottom. Please clarify.
29. Sheet S1.8; Braced Frame Elevation: Is this braced frame on Grid F the only frame on this project? Please verify.
30. Sheet S2.0; Foundation Plan: Keynote 4 indicates the 12" masonry walls (east and west building walls), but there is no note addressing the remainder of the masonry walls indicated on this plan. Please provide.
31. Sheet S2.1 (Roof Framing Plan); Sheet S1.8 (Joist Schedule); Structural Calculations (Page 21): The calculations indicate the loading on J1 (44LH11) is 280/160 at 8' o.c. On the Joist Schedule (J2), the loading is indicated as 220/100. Please clarify.
32. Sheet S2.2 (Foundation Plan); Structural Calculations (Page 96): Two columns (6-H and 7-H) and their footings (Page 107 of the calculations) are indicated in the calculations, but no column or footing is located at these locations on the plan. Please clarify.
33. Sheet S2.4 (Roof Framing Plan); Structural Calculations (Pages 76 and 78): The calculations indicate beam 24 is a W18x35, while the framing plan indicates a B2 (W16x31). Please clarify.
34. Structural Calculations; Pages 103 through 106: Please indicate on a Key Plan the location of these frames.
35. General: Please provide written responses to all review comments.
12/27/2017 ERIC NEWCOMB COMMERCIAL IMPACT FEE COMMERCIAL IMPACT FEE PROCESSING Approved

Final Status

Task End Date Reviewer's Name Type of Review Description
02/02/2018 ARUIZ1 OUT TO CUSTOMER Completed