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Permit Review Detail
Review Status: Requires Resubmit
Review Details: COMMERCIAL REVIEW - FULL v.1
Permit Number - TC-COM-1023-02505
Review Name: COMMERCIAL REVIEW - FULL v.1
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 11/30/2023 | Bldg Permits - Post Review | PENDING ASSIGNMENT | |||
| 11/17/2023 | External Reviewers - SAFEBuilt | REQUIRES RESUBMIT | Structural(S) Reviewer Madeline Nelson mnelson@safebuilt.com Denied Reason: Date Completed : 11/16/2023 10:45:46 PM 1. GENERAL - UPDATES: For project updates, please submit sheets with all changes clearly marked in revision clouds. Please provide a written response to each comment; updates without a clear response to all comments may not be reviewed. If you have any questions regarding the comments, you may contact me directly. Updates may result in additional comments. 2. GENERAL - DEFERRED SUBMITTALS: You have requested a deferred submittal for the exterior metal studs, steel framed stairs, handrails and guardrails. Please be advised that we will place an Administrative Hold on the Certificate of Occupancy pending the submittal of the deferred structural drawings as a REVISION. All Revision fees will apply. 3. S001 - GEOTECHNICAL REPORT: Please review the Structural General Notes, Design Parameters, Foundation Note E. Per the submitted geotechnical report by Terracon, for an allowable bearing pressure of 3,250 psf, shallow foundations require a minimum embedment depth of 24 inches below finished grade (Report #63225123, Pg. 13). 4. S101 - MISSING INFORMATION: Please provide minimum reinforcing information for the thickened slab elements below the prefabricated steel stairs (Typical two locations). 5. S102 - MISSING INFORMATION: Plan callouts specify the slab-on-grade thickness and reinforcement at typical site structures not integral to the building. Please provide minimum reinforcing information for the thickened slab edges surrounding the Transfer Pad, Vaporizer & Tank Pad and dumpster enclosures. Reference Details 4 & 5/S205 for additional information. 6. S202 - MISSING INFORMATION: Detail 1/S202 shows a typical CMU Wall reinforcing diagram. The detail does not show any bracing at the top of wall. If wall is intended to be cantilevered with no bracing, please provide a maximum height dimension for which the wall has been designed. In addition, please specify the typical CMU wall reinforcement or provide a CMU wall schedule. 7. S203 - STEEL CONNECTIONS: Please confirm the design intent for steel-to-steel connections shown in Details 6 & 8/S203. Double angle clips appear to brace the HSS elevator guide rails, but no welding or bolts have been called out to show connection of angles to the rails or the roof beams above. Note that the final connection design will determine if guide rails are subjected to gravity loads from the roof beams above. Please design and detail accordingly. 8. S205 - CMU REINFORCEMENT: Please confirm the design intent for the CMU wall reinforcement shown in Details 1 & 2/S205. The details appear to show two curtains of reinforcement, installed at each face of wall, while the callouts specify a single vertical bar at 32"oc. If two curtains of reinforcement are required, please revise the callouts accordingly. 9. S403 - BEAM SUPPORT: Please confirm how the HSS12x6 beams (B/Beam = 111'-4") is being supported in Details 6 & 7/S403. The 2nd Floor Framing Plan, S301, and details show these beams out-of-plane with the HSS columns and several feet below the stub beam outriggers. 10. S404 - MISSING INFORMATION: Please provide a minimum weld size for the connection of stub columns to the supporting wide-flange beams in Details 6 & 7/S404. These connections do not fall under the typical connection guidelines specified in the Structural General Notes. 11. S406 - MISSING INFORMATION: Please provide a minimum weld size for the connections of the diagonal sway brace in Detail 2/S406. This connection does not fall under the typical connection guidelines specified in the Structural General Notes. Building(B) Reviewer Andrew Bevis abevis@safebuilt.com Denied Reason: Date Completed : 11/13/2023 7:35:18 PM 1. Sheet G101: (Cover Sheet) The code data states that a sprinkler system will be provided in the Group I-2 fire areas. However, a sprinkler system is required throughout buildings with a Group I fire area. Provide an entirely sprinkler protected buildings in accordance with 2018 IBC Section 903.2.6. 2. Sheet LS-101: (Life Safety Plans) There is a partition indicator that is provided on the Life Safety Plans but not indicated in the legend. Provide all partition types in the legend. 3. Sheet LS-102: (Life Safety Plans) There is a partition indicator that is provided on the Life Safety Plans but not indicated in the legend. Provide all partition types in the legend. 4. Sheet LS202: (UL Design Data) UL fire resistance rated assemblies typically are comprised of proprietary materials to achieve a complete assembly. Revise the entire assembly (UL D916) on this sheet to reflect the current assembly listed by UL. The current UL listed assembly is dated May 16, 2023. 5. Sheet LS205: (UL Design Data) UL fire resistance rated assemblies typically are comprised of proprietary materials to achieve a complete assembly. Revise the entire assembly (UL HW-D-0645) on this sheet to reflect the current assembly listed by UL. The current UL listed assembly is dated June 22, 2023. 6. Sheet A110: (Roof Plan)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 and Tucson Amendment Appendix B rates of rainfall. 7. Sheet A110: (Roof Plan) 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 Jorge Valido jvalido@safebuilt.com Denied Reason: Date Completed : 11/2/2023 5:42:12 PM Confirm Single Duct Terminal Unit type (minimum and maximum) for VAV 3.2.13. SINGLE DUCT TERMINAL UNIT SCHEDULE on Plan Sheet M405 states Constant Volume but gives Variable Volume Cooling Range - 150/500 CFM. - 2018 IBC - Section [A]107.2.1Information on construction documents. Single Duct Terminal Unit 2.3.20 is identified as 2.2.20 - 2018 IBC - Section [A]107.2.1Information on construction documents. Confirm CFM quantity for TB2.4.21 - On Plan Sheet M140, TB2.4.21 has (2) 150 CFM SAD. SINGLE DUCT TERMINAL UNIT SCHEDULE on Plan Sheet M404 states Constant Volume 600 CFM - 2018 IBC - Section [A]107.2.1Information on construction documents. Provide Commercial Kitchen Exhaust Hood plans. Provide Fire Suppression plans. - 2018 IMC SECTION 507 COMMERCIAL KITCHEN HOODS 507.1 General. - 2018 IBC - Section [A]107.2.1Information on construction documents. Electrical(E) Reviewer Ron Ross rross@safebuilt.com Denied Reason: Date Completed : 11/13/2023 2:29:27 PM 1st Electrical Review of Hospital By: Ron Ross PE E320 SECOND FLOOR PLAN – POWER: Keynote 29 is incorrect or showing wrong location. E510 FIRST FLOOR PLAN – FIRE ALARM & SECURITY: Missing Fire Alarm note 12. E540 FOURTH FLOOR PLAN - FIRE ALARM & SECURITY: Could not locate Fire Alarm Note 15. E801 ELECTRICAL ONE-LINE DIAGRAM: TREQL1 primary CB is undersized for a typical 45 KVA transformer by using a 30A circuit breaker. Primary conductors not shown and will probably nuisance trip. Appears to be no panel/load connect to secondary of TRLSGEN. E904 ELECTRICAL SCHEDULES III: PANEL NL3B – Section 2, Circuits 69/71 listed as 3 poles but only has 2 poles connected. PANEL NL3B – Section 2, Circuits 73/75 listed as 3 poles but only has 2 poles connected. E907 ELECTRICAL SCHEDULES VI: SWITCHBOARD EMSB, Circuit1 has a 1481A load on a 1200A breaker E1001 ELECTRICAL ROOM DETAILS: Keynote 11s do not seem to be appropriate for their locations or should be reworded for clarity. E1003 ENLARGED MECHANICAL ROOM DETAIL: Missing Keynote 12. Plumbing(P) Reviewer Perry Hendershott phendershott@safebuilt.com Denied Reason: Date Completed : 11/14/2023 6:51:06 AM First Plumbing Review: 1). Add gutter & downspout sizes along with GPM loads to plan page A110- IPC 1106.3, 1106.6 2). Add secondary roof drain detail to plan page A115 or P701-IPC 1101.7, 1108 3). Add LP riser & system load info to plan page P804 -IFGC 402.3 4). Plan page P100 illustrates the sand waste piping continuing to the floors above, plan page P801 does not. Plan pages need to correlate -IPC 106.3.1 5). Floor sink drainage system for mechanical room on plan pages P100 & P801 isn't vented properly. The end system vent base isn't washed, the most upstream floor sink should be piped to drain past that vent base. -IPC 901.2.1, 915.2.3 6). Add LP Tanks detail to plan pages P701 thru P703 -NFPA58 |
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| 11/30/2023 | Fire New Construction | REQUIRES RESUBMIT | -Resolve building comments. -Add note to plans. Is also a deferred submittal. "Emergency responder radio coverage signal to be tested by PCWIN. Provide TFD with report." Emergency responder communication enhancement system may be required depending on test. -Two way communication system at each elevator lobby required per IFC 1009.8 john.vincent@tucsonaz.gov 5203495581 |
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| 11/22/2023 | Site Engineering | REQUIRES RESUBMIT | See zoning comment | ||
| 11/14/2023 | Site Zoning | REQUIRES RESUBMIT | FROM: Paul Camarena PDSD Zoning Review Section PROJECT: TC-COM-1023-02505 355 N WILMOT RD Zoning O-3 TRANSMITTAL DATE:November 14, 2023 COMMENTS: Please resubmit revised drawings along with a detailed response letter, which states how all Zoning Review Section comments were addressed. 1.COMMENT: Zoning has reviewed the building plan for compliance with TD-DEV-0623-00283 and although it appears that the building plans match the DP Zoning cannot approve the building plans until the DP is approved. COMMENT: Zoning will review the building plans on the next submittal as it relates to the zoning review purview and compare the building plan footprint, building height, and square footage and location to ensure consistency with the DP. If you have any questions about this transmittal, Contact Paul Camarena at (520)837-4986 or by email Paul.Camarena@tucsonaz.gov |
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| 11/20/2023 | Water - PDSD | REQUIRES RESUBMIT | 1. A 10’ x 25’ (minimum) enclosure is required for installation of large water meters. See Tucson Water Standard Detail SD-314: https://www.tucsonaz.gov/files/sharedassets/public/v/1/living-and-working/parks-and-recreation/documents/sd-314.pdf 2. Verify compliance with the water service requirements of Section 609.2, IPC 2018 with Tucson Water. |
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| 10/30/2023 | PDSD Application Completeness | REVIEW COMPLETED |