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Permit Review Detail
Review Status: Requires Resubmit
Review Details: COMMERCIAL REVIEW - FULL v.1
Permit Number - TC-COM-0124-00199
Review Name: COMMERCIAL REVIEW - FULL v.1
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 02/27/2024 | Bldg Permits - Post Review | PENDING ASSIGNMENT | |||
| 02/14/2024 | External Reviewers - SAFEBuilt | REQUIRES RESUBMIT | Structural(S) Reviewer Madeline Nelson mnelson@safebuilt.com Denied Reason: Date Completed : 2/13/2024 11:51:41 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. S100 - WIND DESIGN DATA: Per the 2018 International Building Code, Section 1603.1.4.5, construction documents shall indicate "design wind pressures and their applicable zones with dimensions to be used for exterior component and cladding materials... [expressed] in pounds per square foot." These design values should be used by the specialty engineer for the design of the prefabricated canopies shown on plan. 3. S101 - MISSING INFORMATION: Detail 112 on Sheet S101 provides minimum splice lengths for reinforcement in 2,500 and 3,000 psi concrete. Per the general notes, all slabs-on-grade and stem walls shall be 4,000 psi concrete. Please provide splice information for reinforcement in 4,000 psi concrete. 4. S400 - MISSING INFORMATION: In Detail 406, please specify the minimum concrete thickness and reinforcement for slabs-on-grade located at the dock levelers. 5. S400 - CONFIRM DESIGN: Details 407, 408 and 410 call out the prefabricated metal building columns secured with anchor bolts with embedment lengths "per schedule". The Typical Anchor Bolt Schedule, Detail 125 on Sheet S102, calls for a vertical embedment of 7" to 12", depending on the anchor bolt diameter. By inspection, the foundation details show anchor bolts with much longer embedments. Confirm that the embedments in Detail 125 are intended to be used at the pre-engineered metal building columns. 6. GENERAL - DEFERRED SUBMITTALS REQUIREMENTS (For Record Only): The engineer has indicated that the pre-engineered metal building and the prefabricated steel stairs shall be submitted as a deferred design. Please note that IBC Section 107.3.4.1 requires deferred submittals to be approved by the building official. The IBC further requires the following procedure be followed when permitting deferred submittals: i. All submittals shall first be reviewed by design professional in responsible charge. ii. Design professional shall affix a notation that the deferred items are in general conformance with their design of the building. iii. They shall then be submitted for review by the building official. iv. No structural elements shall be installed until approved by building official. Building(B) Reviewer Andrew Bevis abevis@safebuilt.com Denied Reason: Date Completed : 2/6/2024 2:24:55 PM 1. Sheet A102: (Roof Plan) Several of the downspouts drain onto the existing building's roof system. However, no updated drainage calculations have been provided for the existing building to ensure its existing drainage system can properly drain the new load. Provide updated calculations and correlate any changes in accordance with the 2018 IPC Sections 1106.1 & 1106.2. 2. Sheet G100: (First Floor Life Safety Plan) The life safety plan indicates the installation of a prefabricated ramp. However, no details have been provided. Provide section and all applicable details for the ramp in accordance with 2018 IBC Section 1012. Mechanical(M) Reviewer Jorge Valido jvalido@safebuilt.com Approved Reason: Date Completed : 2/12/2024 7:22:00 PM Electrical(E) Reviewer Ron Ross rross@safebuilt.com Denied Reason: Date Completed : 2/9/2024 5:53:14 PM Electrical Review of Goodwill By: Ron Ross PE E0.4 GATE DETAILS: Missing Keynote 6 description. E2.1 MECHANICAL POWER PLANS: Missing Keynote 3 description E4.0 ONE LINE DIAGRAM & CALCULATIONS: Panel schedule shows xfmr TEV fed from SES. Clarify or correct. E4.1 PANEL SCHEDULES & CALCULATIONS: Confirm Distribution panel LD and xfmr ‘T1’ are sized large enough for loads served. SES shows xfmr T1 load as 576 KVA, which implies 1200-amp LD panel is not large enough and should be upsized. If the LD panel served existing loads or is to remain 1200 amps, state that the 576 KVA is connected loads or redistribute loads to reduce LD panel to below 1200 amps. E5.4 ELECTRICAL SPECIFICATIONS: Missing from set as per sheet legend on Sheet G000. Remove from cover sheet if not used. Plumbing(P) Reviewer Perry Hendershott phendershott@safebuilt.com Denied Reason: Date Completed : 2/11/2024 10:23:32 AM First Plumbing Review: 1). Need to address Roof drainage Bldg comment 1, -2018 IPC 1101.7, 1106.1, 1106.2, 1106.6, 1106.3 2). Label unit heater exhaust on plan page M1.0 -2018 IFGC 503.1 3). Add unit heater exhaust to M3.0 Unit heater detail. - 2018 IFGC 503.1 4). add note to top of plan page P1.0 to terminate condensate drain 12" from Bldg. -2018 IBC 5). Plan set needs show required existing high/low drinking fountain location & distances from furthest point of new addition to the High/Low drinking fountain. . -2018 IPC 403.1, 403.5 6. Plan set need to show required existing service sink location. -2018 IPC 403.1 7). Plan set needs to show distances from furthest point of new addition. to existing restrooms. -2018 IPC 403.3 |
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| 02/27/2024 | Site Engineering | REQUIRES RESUBMIT | See zoning comment | ||
| 02/26/2024 | Site Zoning | REQUIRES RESUBMIT | ZONING REVIEW TRANSMITTAL FROM: PDSD Zoning Review PROJECT: TC-COM-0124-00199 - TD-DEV-0623-00280 1770 S CHERRYBELL SV. – I-1 Goodwill Building Addition (1st Review) TRANSMITTAL DATE: February 26, 2024 DUE DATE: March 1, 2024 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 the I-1 zone (UDC 4.7.29). Household Goods Donation Center is a allowed use in the zone (UDC Table 4.8-5), subject to Use Specific 4.9.5.G.2, .6, 4.9.13.C, 4.9.13.D, and 4.9.13.Q. 1. Zoning has reviewed the building plans for compliance with the development package (DP) and although it appears that the plans match until the DP is approved by all review agencies and the comment below is addressed Zoning cannot approve this building plan. 2. Detail E6 sheet A010 does not match the detail on the DP. The detail either needs to match the detail on the DP or be removed from the building plan. If you have any questions about this transmittal, please contact Zone1.desk@tucsonaz.gov. |
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| 02/26/2024 | Fire New Construction | REVIEW COMPLETED | |||
| 01/30/2024 | PDSD Application Completeness | REVIEW COMPLETED |