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Permit Review Detail
Review Status: Requires Resubmit
Review Details: COMMERCIAL REVIEW - FULL v.2
Permit Number - TC-COM-0423-01064
Review Name: COMMERCIAL REVIEW - FULL v.2
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 06/09/2023 | Bldg Permits - Post Review | PENDING ASSIGNMENT | |||
| 06/05/2023 | External Reviewers - SAFEBuilt | REQUIRES RESUBMIT | Activity Number: TC-COM-0423-01064 GENERAL: Provide written responses to all review comments. Provide a complete plan set. Provide additional documents as requested by review staff. Structural(S) Reviewer Daljit Benipal dbenipal@safebuilt.com Denied Reason: Date Completed : 6/4/2023 6:31:35 PM 1. All Calculations shall be sealed and signed by Professional Engineer registered with State of Arizona per Section 107.1 of International Building Code 2018. The Structural Calculations submitted for the Butler Building are not sealed and signed. 2. All Drawings shall be sealed and signed by a Registered Architect or Professional Engineer Registered with State of Arizona per Section 107.1 of International Building Code 2018. The Structural Drawings submitted for the Butler Building are not sealed and signed. Submit a response letter addressing these correction items and provide bubbles on the revisions to the drawings. Building(B) Reviewer Andrew Bevis abevis@safebuilt.com Denied Reason: Date Completed : 6/2/2023 9:24:41 AM 1. General: Provide additional information regarding the storage racks. Provide all structural information for the steel storage racks in accordance with 2018 IBC Section 2209. Additionally, provide any information regarding high piled storage in accordance with 2018 IBC Section 413.1. 2. Sheet SD.101/A.101: This structure qualifies for unlimited area in accordance with the 2018 IBC Section 507.4. However, the structure must be surrounded and adjoined by public ways or yards not less than 60 feet width. The south west wall is less than 60' from the properly line. This distance is permitted to be reduced in accordance with 2018 IBC Section 507.2.1, provided all the requirements are met. It appears that the south west wall and openings in this wall do not meet the required fire resistance rating requirements of this section. Provide a properly rated wall and openings in accordance with 2018 IBC Section 507.2.1. 3. Sheet A.102: Roof drainage sizing calculations have not been provided. Provide roof drain sizing calculations to the roof plan in accordance with 2018 IPC Section 1106.1 & 1106.2. 4. Sheet A.102: GPM discharge amounts have not been provided for the roof/drain overflows. Provide the roof/drain overflows in accordance with 2018 IPC Section 1106.2 Mechanical(M) Reviewer Neil Samaan nsamaan@safebuilt.com Conditionally Approved Reason: Date Completed : 5/21/2023 1:34:53 PM Approved/subject to field approval Electrical(E) Reviewer Ron Ross rross@safebuilt.com Denied Reason: Date Completed : 6/2/2023 12:53:11 PM Electrical Review of Home Depot at Rita Ranch By: Ron Ross PE Need to provide interior lighting calculations (lighting Comcheck) E1.01B ELECTRICAL SITE PLAN: Not in set to review E1.04 SITE BLOCK HEATER PLAN: Not in set to review E1.23 POWER PLAN - ROOF: Need to provide power/circuit for 120V receptacles for units with Keyed Note #3 or clarify how RTU provides 120V power for required service receptacle. E4.21 ENLARGED POWER AND DATA PLANS: Comment only: Detail #2 may be missing a wall for the electrical equipment on east side of break room. E4.26 TRC ELECTRICAL: Keynotes 12, 14, and 36 don’t seem to point to correct locations. E4.32 ENLARGED DESK DETAILS: Could not locate Keynote 2. E4.33 ENLARGED DESK DETAILS: Keynote 9 seems to point to switch. E4.34 ENLARGED DESK DETAILS: Could not locate Keynote 2. E6.01 ELECTRICAL SCHEDULES: Need to show compliance with 2018 IECC with an interior lighting Comcheck (hand calculations are acceptable, but prefer Comcheck cover page of report) E6.02 ONE-LINE DIAGRAM: Note #8 needs to be clarified. One-line calls out for 150 Hp, it isn’t going to reduce its size and inrush starting currents for a generator. Determine if 125 Hp is acceptable and change on one line or revise generator design to support/start a 150 Hp motor under normal starting conditions. Primary feeder for 150 Hp fire pump is undersized per NEC 430.6. Confirm Primary feeder complies with NEC 695.7 (voltage drop to be less than 15% at LRC) Please explain note #19 “No Ground Conductors”. Pump should be grounded to avoid stray voltage. How ground size is determined is left to EOR. Also, need to require feeder for the fire pump to comply with 695.6(A)2. I would suggest to revise the not to include “to be in 2 hour rated raceway ie typically concrete encased metal conduit or MI cable” along with any other requirements that may apply. If generator design is a separately derived source, Note 19 should be removed/modified from generator feeder as well. Generator 225A circuit breaker for 150Hp fire pump looks small ie may trip under inrush currents. Typically, Circuit Breakers are 1.5-2.5 X the size of FLA. Panel schedule on E6.04 has CB at 250 amps, which could also be upsized. Keynote 17 doesn’t seem to point to correct item. Should probably be next to Keynote 16 Plumbing(P) Reviewer Perry Hendershott phendershott@safebuilt.com Denied Reason: Date Completed : 6/4/2023 11:27:27 AM First plumbing Review: 1). Add scupper sizing calculations to plan page A102, A410 ,A511, P6.01 -IPC 1106.5, 1108 2). Add gutter sizing calculations to A102 , A409, A410 ,A511, P6.01 -IPC 1106.6 3). Add downspout sizing calculations to A102 , A409, A410, A511 , P6.01-IPC 1106.3 4). Add GPM load notations next to each Building storm drain stub out on plan pages P1.01 & P4.01 -IPC 1106.2, 1106.3 5). Need to address Building plan review comments 3 & 4 -IPC 1106.2, 1106.3, 1106.5, 1106.6, 1108 6). Eye wash on P4.01, P5.01 & P6.01 need ASSE 1071 mixing valve - IPC 411.3 7). Gas Shut off valve for appliance connection detail #9 on plan page P5.01 needs to be before the sediment trap - IFGC 408.4 8). Coffee maker water connection backflow device selected on detail #4 P5.01 has been discontinued, change notation to a current backflow device that is compliant with IPC 608.17.1.2 9). TRC maintenance room lav on Plan page P4.02 needs ASSE 1070 mixing valve -IPC 419.5 10). Add gas piping system length & sizing table used notation next to meter on plan page P1.01 or next to gas load summary on plan page P6.01 -IFGC 402.4 11). Plan page C-300 needs to illustrate the storm drain continuation of 2 Four inch storm drains the exit near the Tool rental center on plan page P1.01 -IPC 106.3.1 |
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| 06/09/2023 | Fire New Construction | REQUIRES RESUBMIT | Provide HMIS in accordance with IFC 2018, 5001.5.2. Questions: patricia.shelton@tucsonaz.gov |
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| 06/05/2023 | Site Engineering | REQUIRES RESUBMIT | See zoning comments | ||
| 06/02/2023 | Site Zoning | REQUIRES RESUBMIT | ZONING REVIEW TRANSMITTAL FROM: PDSD Zoning Review PROJECT: TC-COM-0423-01064 10100 E. Old Vail Rd. – PAD-36 New General Merchandise Sales (1st Review) TRANSMITTAL: June 2, 2023 Please resubmit revised drawings and any redlined plans along with a detailed response letter, which states how all Zoning Review Section comments were addressed. This site is located in PAD-36 (UDC 4.7.24). General Merchandise Sales is an allowed use in the PAD. 1. Zoning has reviewed the building plans for compliance with Development Package (DP) TD-DEV-1122-00057 and it although the plans appear to match until the DP is approved by all review agencies Zoning cannot approve the building plans. 2. The DP sheets provided in the building set either need to be the stamped approved DP sheets, marked for reference only or removed from the building plans. If you elect to mark the DP plans for reference only or remove them from the plans, ensure that you provide the utility sheets in the building plans. Do not mark the utility sheets for reference only. If you have any questions about this transmittal, please contact Zone1.desk@tucsonaz.gov. |
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| 05/19/2023 | PDSD Application Completeness | REVIEW COMPLETED |