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Permit Review Detail
Review Status: Requires Resubmit
Review Details: COMMERCIAL REVIEW - FULL v.1
Permit Number - T21CM09845
Review Name: COMMERCIAL REVIEW - FULL v.1
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 04/06/2023 | Fire New Construction | APPROVED | Approved on 2.17.22 per PRO | ||
| 04/06/2023 | Bldg Permits - Post Review | PENDING ASSIGNMENT | |||
| 04/06/2023 | External Reviewers - SAFEBuilt | REQUIRES RESUBMIT | Comments posted on PRO on 1/26/22 Activity Number: T21CM09845 GENERAL: Provide written responses to all review comments. Provide a complete plan set. Provide additional documents as requested by review staff. STRUCTURAL REVIEW COMMENTS: Denied 1. Provide Structural Notes covering Design Data, Loadings, Foundations, Concrete, Structural Steel, Steel Joists, Decking etc. Provide concrete data on the drawings for footings, walls, exterior slab, interior slab, beams and columns. F’c max, Max W/C ratio, Max aggregate size, Slump, Entrained Air Percent (+/- 1.5%), Cement Type. 2. Show lines of Bridging for the Steel Joists per SJI recommendations. 3. Designer is to coordinate venting and drainage hole requirements for HSS tube members that are galvanized using the hot-dip galvanizing process. Provide for plugs as needed. AWS D-19.0 calls for welds on galvanized steel to be free of zinc. Field welds on galvanized parts requires the removal of the zinc coating in the area of weld. Provide zinc paint (approved by the galvanizer) and apply as required to the weld and steel area to provide protection. 4. 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. 5. 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. 6. Provide a vertical stabilizer plate at columns for steel joist as required by OSHA 1926.757. 7. 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. 8. The Structural Calculation show column size of HSS12x12x3/8(see page C-1) and the Drawings show HSS10x10x5/16. Verify and make revisions as needed. 9. Identify Columns sizes located at A/1 and A/14. 10. The Enercalc calculations submitted for column sizes, Foundations and Beams references IBC12 and ASCE7-10. Revise calculations per IBC2018 and ASCE7-16. 11. No expansion joints shown for the project, verify and submit response. 12. Architectural Drawing A6.0, Roof Plan and Details, show multiple Skylights at the roof. Structural Drawing does not show any of these at the Roof Plan. Verify and make revisions as needed and show how these Skylights are supported. Submit a response letter addressing these correction items and provide bubbles on the revisions to the drawings. BUILDING REVIEW COMMENTS: Approved MECHANICAL REVIEW COMMENTS: Approval Pending 1. Approved/Subject to field approval ELECTRICAL REVIEW COMMENTS Approved PLUMBING REVIEW COMMENTS: Denied 1). Label What utility Keynote #5 is referring to on plan page P1.0. -IPC A106.3.1 2). Per plan Pg P1.0 Provide the civil site utility piping plan to show the continuation the water service ,sewer & storm and to show the civil plan correlates with Building plans. -IPC A106.3.1 3). Add roof drain sizing calculations to the plumbing plans that derive from -IPC 1106.1 & 1106.2 & Tucson Amendment Appendix B rates of rainfall. 4). Add the GPM discharge amount to each set of roof drain/overflows on plan pages P2.1 thru P2.2 -IPC 1106.2 5). Cold water connection for each evaporator cooler needs a backflow device. -IPC 608.3 update all affected pages & add backflow manufacture name & model number of back flow to plan page P6.1 6). Revise the Keyed Notes in reference hub drain assembly on pages P2.1 thru P2.2 to direct you to the correct detail 2 P7.1 -IPC A106.3.1 7). 2" vent on plan detail #1 on P4.1 needs to rise 6" above the floor sink before offsetting horizontally. -IPC 905.4 |
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| 04/06/2023 | Site Engineering | REQUIRES RESUBMIT | Comments posted on PRO on 1/19/22 See Zoning comments |
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| 04/06/2023 | Site Zoning | REQUIRES RESUBMIT | Comments posted on PRO on 1/19/22 ZONING REVIEW TRANSMITTAL FROM: PDSD Zoning Review PROJECT: T21CM09845 2830 E Median Rd – I-1 Covered Parking Structure (1st Review) TRANSMITTAL: January 19, 2022 This site is located in the I-1 zone (UDC 4.7.29). General Manufacturing is an allowed use in the zone (UDC Table 4.8-5), subject to Use Specific Standards 4.9.5.C.2, .6, .7, & .8 and 4.9.13.Q . 1. Zoning was not able to review the building plans as a development package (DP) has not been accepted or approved. Zoning will review for compliance with a DP once one is submitted and accepted. Additional comments maybe forth coming. If you have any questions about this transmittal, please contact Elisa Hamblin at Elisa.Hamblin@tucsonaz.gov. |
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| 04/06/2023 | Water - PDSD | REQUIRES RESUBMIT | Comments posted on PRO on 1/13/22 An approved development plan is not to be used for construction or modification of on-site utilities (e.g. water service to buildings, building sewers, site lighting, electrical service to buildings, etc.). Provide the civil utility drawings that show the location of the proposed water meter, backflow preventer, and the water service pipe on a site plan. Provide the size of the water meter serving this building, the size of the backflow preventer associated with the water meter, and the total water demand served by the water meter. Reference: Section 107.2.1 and 107.2.6, IBC 2018. |