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Permit Review Detail
Review Status: Requires Resubmit
Review Details: COMMERCIAL REVIEW - FULL v.1
Permit Number - T22CM08084
Review Name: COMMERCIAL REVIEW - FULL v.1
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 10/28/2022 | Site Engineering | APPROVED | |||
| 12/01/2022 | Bldg Permits - Post Review | PENDING ASSIGNMENT | |||
| 12/01/2022 | Commercial Plumbing | REQUIRES RESUBMIT | Show the location of the proposed water meter, backflow preventer, and the water service pipe on civil utility drawings referenced on the plumbing plans. 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. | ||
| 10/28/2022 | External Reviewers - Pima County Addressing | REQUIRES RESUBMIT | {Activity date: 10/19/2022; Status: Reqs Change; Reviewer: VFLORES1; Title: COMMERCIAL - BLDG/FIRE/ZONING/ENG; Comment: Please contact Pima County Addressing regarding addressing the building Phone #:520-724-9512 Email: addressing@pima.gov} | ||
| 11/18/2022 | External Reviewers - SAFEBuilt | REQUIRES RESUBMIT | Activity Number: T22CM08082, T22CM08083, T22CM08084, T22CM08085, T22CM08086, T22CM08087, T22CM08088, T22CM08089, T22CM08090, T22CM08091, T22CM08092, T22CM08093, T22CM08094, T22CM08095, T22CM08096, T22CM08097, T22CM08098 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. Refer to Structural Drawing S1-02. There is a note “400S200-33 COLD FORM STEEL STUD WALL AT 16” OC TYP AT INTERIOR BEARING WALLS”, the arrows are pointing at the Slab on Grade not the wall locations. Make revisions as needed. 2. Refer to Structural Drawing S1-02. There is a Section 1/S5-01 shown on the slab. The Section on S5-01 shows the walls. Make revisions as needed. 3. Refer to Structural Drawing S1-03. There is a Section 2/S5-01 cut along 72 between E and F. Verify the Section since the Section shows slab on one side only. 4. Refer to Structural Drawing S1-01, Design Seismic Loads. Verify the parameters values for Ie, Ss, S1, Sds, Sd1, Seismic Design Category etc. Make revisions as needed. 5. 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. 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. BUILDING REVIEW COMMENTS: Denied 1. Sheet G0-01: The incorrect plumbing code is listed in the applicable codes section of the building code data table. provide the correct adopted and applicable plumbing code. 2. Sheet G0-01: The occupant load is calculated in correctly. It has been calculated as net in lieu of gross. The storage occupant load factor is gross load factor, which means unoccupaible space must be included in the calculation. Gross floor area is measured within the inside surface of the walls, and includes all occupiable and nonoccupiable spaces. Bathrooms, closets, electrical/mechanical rooms, and other non-occupiable spaces are not subtracted from the gross floor area. 3. Sheet G0-03: Building #1 contains two dead ends that appear to exceed 50'. The measurement is close, however, every measurement that was taken exceeded 50'. Provide dead end corridors that are in compliance with Section 1020.4. 4. Sheet A1-07:Roof drainage sizing calculations have not been provided. Provide roof drain sizing calculations to the roof plan in accordance with Section IPC 1106.1 & 1106.2 5. Sheet A1-07: GPM discharge amounts have not been provided for the roof/drain overflows. Provide the roof/drain overflows in accordance with Section IPC 1106.2 6. Sheet A1-08:Roof drainage sizing calculations have not been provided. Provide roof drain sizing calculations to the roof plan in accordance with Section IPC 1106.1 & 1106.2 7. Sheet A1-08: GPM discharge amounts have not been provided for the roof/drain overflows. Provide the roof/drain overflows in accordance with Section IPC 1106.2 8. Sheet A1-10:Roof drainage sizing calculations have not been provided. Provide roof drain sizing calculations to the roof plan in accordance with Section IPC 1106.1 & 1106.2 9. Sheet A1-10: GPM discharge amounts have not been provided for the roof/drain overflows. Provide the roof/drain overflows in accordance with Section IPC 1106.2 10. Sheet A1-11:Roof drainage sizing calculations have not been provided. Provide roof drain sizing calculations to the roof plan in accordance with Section IPC 1106.1 & 1106.2 11. Sheet A1-11: GPM discharge amounts have not been provided for the roof/drain overflows. Provide the roof/drain overflows in accordance with Section IPC 1106.2 MECHANICAL REVIEW COMMENTS: Conditionally Approved Approved/subject to field approval ELECTRICAL REVIEW COMMENTS Denied Need to provide interior lighting Comcheck and exterior lighting power density calculations to show energy compliance per Tucson city requirements (can provide hand calculation or exterior lighting comcheck). E1-02 ELECTRICAL FLOOR PLAN - OFFICE AND CLIMATE BUILDING 1: Electrical receptacles in common area/lobby should be tamper resistant. E1-04 ELECTRICAL ROOF PLAN: Need to show 120V Weatherproof GFCI protected receptacles on roof per NEC 210.63 E6-01 SINGLE LINE DIAGRAM: Conductors for WH-1 and WH-2 are undersized per NEC. Comment only, Disconnect for FC-1 is oversized Conductor from 75 KVA transformer to MDPB panel needs to be called out. PLUMBING REVIEW COMMENTS: Denied First plumbing Review: 1). Need to address all Building plan review comments related to plumbing code criteria, Roof drainage, & occupancy load.- IPC 106.3.1 2). Plan pages A1-07 thru A1-09 need show gutter sizes & downspout sizes with calculations. -IPC 1101.2, 1106.1, 1106.3, 1106.6 3). Plan Pages A1-10 thru A1.11 need show the roof drainage methods & all the info stated in comment #2. -IPC 1101.2 4). This occupancy type & load requires 2 separate restrooms Mens & womens, with the correct fixture count in each. This occupancy type an load doesn't meet any of the exceptions of IPC 403.2 for the use of a single restroom. Update all affected pages 5). This occupancy type & load requires a high/low drinking fountain. -IPC 403.1 Update all affected pages. 6). Provide civil site utility piping plan for continuation of sewer, storm, & water service. -IPC 106.31 as stated on P1-01, P1-02 7). P1-02 states water & gas plan, no gas shown?-IFGC 106.3.1 8), Architectural floor plans A1-02 thru A1-04 aren't clear of the restroom locations- A1-01 is only an enlarge plan isn't clear on location. -IPC 106.3.1, 403..3.1, 403.3.3 If you require additional clarification regarding these comments, please contact Doris Benoit at doris.benoit@tucsonaz.gov |
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| 11/02/2022 | Site Zoning | REQUIRES RESUBMIT | REVIEW TRANSMITTAL FROM: Paul Camarena PDSD Zoning Review Section PROJECT: T22CM08085, T22CM08086, T22CM08087, T22CM08088, T22CM08089, T22CM08090, T22CM08091, T22CM08092, T22CM08093, T22CM08094, T22CM08095, T22CM08096, T22CM08097, T22CM08098 Storage building (1st Review) 1701 E VALENCIA RD TRANSMITTAL: 5642 S ALVERNON WY 1.COMMENT: Zoning has reviewed the building plan for compliance with DP21-0292 and it appears that the building plans do not match the Development package. 2.COMMENT: Clarify why there is a difference in building heights on the Development package and on the building plans Provide a building height measurement 6.4.4.A. Building height is the vertical distance measured from the design grade elevation to the highest point of a flat roof; to the deck line of a mansard roof; or to the middle (between the eave and ridge ) of the highest gable of a pitched or hipped roof, except as follows: (See Figure 6.4.4-A, Measurement of Building Height .) 3.COMMENT: Clarify why there is a difference in building square footage on the Development package building square footage was as following (Building#1 – 26,477 SF building#2 – 71,320 SF, office building –304sf,), while on the building plans the square footage was different (Building#1 -25,868 sf, building#2 – 68,794 sf , office building – 471 sq. 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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| 11/30/2022 | Fire New Construction | REVIEW COMPLETED |