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Permit Review Detail
Review Status: Requires Resubmit
Review Details: COMMERCIAL REVIEW - FULL v.1
Permit Number - TC-COM-0523-01178
Review Name: COMMERCIAL REVIEW - FULL v.1
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 06/09/2023 | Bldg Permits - Post Review | PENDING ASSIGNMENT | |||
| 06/02/2023 | External Reviewers - SAFEBuilt | REQUIRES RESUBMIT | Activity Number: TC-COM-0523-01178 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 : 6/2/2023 9:12:37 AM 1. Provide Structural Calculations for Foundations, Columns, Floor Framing and Roof Framing per Section 1601.1 of International Building Code 2018. 2. Provide Wind Load Calculations for the Building per Section 1609 of International Building Code 2018. 3. Provide Seismic Calculations for the Building per Section 1613 of International Building Code 2018. 4. All Calculations shall be sealed and signed by Professional Engineer registered with State of Arizona per Section 107.1 of International Building Code 2018. 5. Provide Geotechnical Report for the proposed building per International Building Code 2018, Section 1803.1. 6. The requirements in OSHA 1926.757 for the erection of open web steel joists are to be followed. Where steel joists are used with columns that are not framed in at least two directions with solid web structural steel members, a steel joist shall be field-bolted at the column to provide lateral stability to the column during erection. Where constructability does not allow a steel joist to be installed at the column the joists are to be stabilized on both sides of the column. 7. Except for steel joists that have been pre-assembled into panels, connections of individual steel joists to steel structures in bays 40 feet or more shall be fabricated to allow for field bolting during erection. 8. Verify OSHA steel erection standards for open web steel joists. Section 1926.757 (a)(8) requires connections of individual steel joists to steel structures in bays of 40 feet or more shall be fabricated to allow for field bolting during erection. 9. Provide a vertical stabilizer plate at columns for steel joist as required by OSHA 1926.757. 10. Show lines of bridging for the steel joists per joist manufacturer’s recommendations. 11. DEFERRED SUBMITTAL REQUIREMENTS Structural general notes are to include any components of the building that may be considered deferred submittals. IBC Section 107.3.4.1 requires deferred submittals to be approved by the building official. Examples of items that likely should not be deferred include deep foundation elements, deep excavation shoring and prefabricated metal buildings. If items will be deferred the plans are to clearly note the following per IBC Section 107.3.4.1: * To be reviewed by design professional in responsible charge. * Design professional shall affix a notation that the deferred items are in general conformance with their design of the building. * They shall be submitted for review by the building official. * Shall not be installed until approved by building official. 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 Approved Reason: Date Completed : 5/22/2023 2:50:15 PM Mechanical(M) Reviewer Neil Samaan nsamaan@safebuilt.com Denied Reason: Date Completed : 5/12/2023 8:34:01 PM 1. Provide ventilation calculations (IMC2018,403.3.1.1.1) 2. Smoke detectors shall be installed in return air systems with a design capacity greater than 2,000 cfm's (IMC2018,606.2.1) 3. Provide gas piping riser plan, with the gas pressure at the point of delivery, and the design pressure drop, maximum gas demand and specific gravity of the fuel gas and the total pipe length from the meter to the farthest appliance. Showing all gas appliances from the meter to the furthest appliance (IFGC2018,402.3) 4. Parts storage room shall be ventilated in an approved manner with .06 cfm per square foot of outside air sheet M201a (IMC2018,403.3.1.1) 5. CO and NO2 detectors shall be installed in shop area to provide coverage for 13,470 square feet of the shop area and detectors shall be set to go into emergency ventilation mode at 25PPM for CO and 3ppm for the NO2 detectors and shall be so stated in the sequence of operation sheet M201b (IMC2018,404) Electrical(E) Reviewer Ron Ross rross@safebuilt.com Denied Reason: Date Completed : 5/24/2023 11:07:20 AM Electrical Review of Jeep Tucson By: Ron Ross PE Need to provide an interior lighting comcheck . E100b Electrical Photometric Plan: Need to provide Tucson required exterior Lumens calculation per site area. E101 Carwash Building: Detail 1 for power for Carwash building should be ¼ scale or larger. Current scale is too small to see Car Wash Electrical Notes. E400 Panelboard Schedules: Riser does not show where TD2 originates but appears to be fed from MCB DISC (which is incorrect). Should revise sheet name to also include “Riser”. Plumbing(P) Reviewer Perry Hendershott phendershott@safebuilt.com Denied Reason: Date Completed : 5/24/2023 10:53:16 PM First Plumbing Review: 1). Add gutter & downspout sizing calculations to plan page A101 -IPC 1106.3, 1106.6 2). OS2 oil interceptor on Plan page P101 needs to be vented. - IPC 1003.9 3). Car wash water connection needs RPZ backflow on plan page P101 - IPC 608.1 4). The OS1 oil interceptor on plan page P100 needs to be vented. - IPC 1003.9 5). Plan submittal needs to be accompanied by site utility piping for sewer & water service correlation & continuation -IPC 106.3.1 6). Add the storm piping slope to plumbing notes on P001 to see that the storm conductor piping sizing on plan page P201a complies with IPC 1106.2 7). Sanitary/oil waste vents on plan pages P201a & P201b can't horizontally offset below grade -IPC 905.3, 905.4 8). The 55 square ft. roof area on plan page P203 needs a secondary roof drain -IPC 1108 9). If this project has gas , provide complete gas plans. See mechanical review comment #3 -IFGC 106.3.1 |
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| 05/23/2023 | Site Engineering | REQUIRES RESUBMIT | Engineering cannot approve until associated development package TD-DEV-0423-00209 is approved Scott Haseman scott.haseman@tucsonaz.gov |
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| 05/25/2023 | Site Zoning | REQUIRES RESUBMIT | FROM: PDSD Zoning Review Section PROJECT: TC-COM-0423-01178 7800 E. 22nd St. – C-2 Auto Sales – New Building (1st Review) TRANSMITTAL DATE: May 25, 2023 COMMENTS: Please resubmit revised drawings along with a detailed response letter, which states how all Zoning Review Section comments were addressed. This site is located in the C-2 zone (UDC 4.7.21). Auto Sales is a permitted use in the zone, (Table 4.8-4), subject to Use Specific Standards 4.9.9.G.1& .2. 1. COMMENT: Zoning has reviewed the building plans for compliance with Development Package (DP) TD-DEV-0423-00209 and there appears to be a couple of discrepancies will need to be addressed. Until the DP is approved by all review agencies Zoning cannot approve the building plans. 2. COMMENT: The area around the proposed carwash shown on the Architectural Site Plan, sheet A100, does not match what is shown on the DP. 3. COMMENT: The dimension, 28’-0” x 52”-0”, shown on the Floor Plan - Carwash, sheet A101, do not match the dimension, 24’ x 52’, shown on the DP. 4. COMMENT: The Dumpster Enclosure shown on the Architectural Site Plan, sheet A100, does not match what is shown on the DP. If you have any questions about this transmittal, please contact Zone1.desk@tucsonaz.gov. |
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| 05/30/2023 | Fire New Construction | REVIEW COMPLETED | |||
| 05/09/2023 | PDSD Application Completeness | REVIEW COMPLETED |