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Permit Review Detail
Review Status: Requires Resubmit
Review Details: COMMERCIAL REVIEW - FULL v.3
Permit Number - TC-COM-0823-02036
Review Name: COMMERCIAL REVIEW - FULL v.3
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 03/26/2024 | Bldg Permits - Post Review | PENDING ASSIGNMENT | |||
| 03/08/2024 | External Reviewers - SAFEBuilt | REQUIRES RESUBMIT | Structural(S) Reviewer Madeline Nelson mnelson@safebuilt.com Denied Reason: Date Completed : 3/4/2024 8:17:22 PM 1. UNRESOLVED: GENERAL - SPECIAL INSPECTIONS: Please have the Registered Design Professional in Responsible Charge of this project complete and return the City of Tucson Special Inspections Certificate with signatures. The form can be downloaded at: https://www.tucsonaz.gov/files/sharedassets/public/cityservices/planning-development-services/documents/special_inspection_certificate.pdf 2. UNRESOLVED: GENERAL – DEFERRED SUBMITTALS: Per the 2018 IBC, Section 106.3.4, “The registered design professional in responsible charge shall list the deferred submittals on the construction documents for review by the code official.” Due to the complexity of this project, please provide a complete list of all items that will be designed by a specialty engineer as a deferred submittal and include that list in the Structural Specifications. 3. UNRESOLVED: GENERAL - GEOTECHNICAL REPORT: Please provide a copy of a site-specific geotechnical report for this project. The report should support the appropriateness of the selected foundation system for the project site. All building code references must be updated to the current code adopted by the City. 4. UNRESOLVED: GENERAL - CURRENT CODES: The currently adopted building code for the City of Tucson is the 2018 International Building Code. The construction documents must clearly state the name and version of all codes used for design of this project. Please revise the specifications or provide a letter from the engineer of record to declare the relevant code. 5. Pg 25 - CODE REFERENCES: Please clarify the code that is referenced on Page 25, under "Notes", Items 2, 6, 8 and 9. Sections 2314.3 and 2325.1 do not appear in the 2018 version of the International Building Code. 6. UNRESOLVED: DESIGN LOADS: Per the 2018 IBC, Section 1603.1, the design loads and other information pertinent to the structural design shall be indicated on the construction documents. The following information is still not included in the specifications and does not exist in the structural calculations "Ornelas Calculations 05 01 23_v1.pdf" submitted on August 23, 2023 or "Struct Calcs, 2023-12-04, Struct Calcs (Slab Min)_v1.pdf" submitted on January 1, 2024. i. Floor and roof live loads (See Note 9 below for more information) ii. Ground Snow Load, Pg iii. Wind Design Data (Risk Category; Design Wind Pressures for exterior components and cladding materials, expressed in psf) iv. Seismic Design Data (Seismic Importance Factor, Ie; Site Class; Mapped Spectral Response Acceleration Parameters, Ss and S1; Design Spectral Response Acceleration Parameters, Sds and Sd1; Basic seismic force resisting system; Design base shear; Seismic Response Coefficient, Cs; Response Modification Factor, R; Analysis procedure used) 7. UNRESOLVED: FOUNDATION DETAILS - Pg 3: Please provide the following structural information on Sheet 3, Foundation Details. i. In Detail 2, please provide a size and spacing of transverse bars shown in the Interior Bearing Wall Footing. Confirm that the maximum spacing of post-installed RamSet anchors is 32" oc and spacing does not need to be adjusted for this smaller, lower-capacity anchor. ii. In Detail 3, please provide a minimum weld size for connections between steel railing members. Please state the design loads used for design of railings per the 2018 IBC Section 1607.8.1 and provide calculations to support the members selected. 8. UNRESOLVED: STAGE FRAMING: Detail 1 on Sheet 6 shows a section through the elevated stage framing on the First Floor. The detail does not specify the size and spacing of vertical studs supporting the stage and does not indicate if intermediate supports are required to reinforce the typical 2x6 floor joists. Please submit calculations showing the assumed live loads that the stage has been designed for and a maximum span that the 2x6 joists are able to span without intermediate supports. Revise Detail 1 to include all pertinent structural information. 9. UNRESOLVED: STRUCTURAL CALCULATIONS: Floor live load listed on Sheets 2, 3, 5, 17 and 22 of the original calculation package do not meet the minimum live loads required by 2018 IBC Table 1607.1. Per the Architectural Floor Plan, Pg 5, floors and elevated framing for stages shall be designed for the minimum live loads for Assembly, Storage, Office, Stages or Platforms as applicable. Please update the calculations and the structural general notes accordingly. NOTE: Response letter by Arquitecto E.J. Ornelas refers to a revised structural calculation package, but no package was been submitted. 10. WOOD SPECIES: The specifications have been revised to remove references to the typical wood grade and species used in the design. This information is only available for certain members in the calculation package. For additional clarity, please revise the construction drawings to clearly indicate the minimum wood species and grade used for stud walls, headers, beams and joists as needed. 11. Pg 25 - CONCRETE STRENGTH: The specifications, "Section III. Concrete" have been revised to change the recommended concrete compressive strength for slabs-on-grade from 3,000 psi to 2,500 psi. This is in conflict with the sealed letter provided by Alex Kory of Kory Engineering, Inc dated Dec 4, 2023 and submitted as part of "Struct Calcs, 2023-12-04, Letter, Struct Calcs (Slab Min)_v1.pdf". Please revise the specifications to match the recommendations of the engineer of record or have the engineer submit a revised letter. Building(B) Reviewer Andrew Bevis abevis@safebuilt.com Denied Reason: Date Completed : 3/1/2024 3:31:00 PM 1. General: A detailed egress plan has not been provided. Provide a detailed egress plans that includes all applicable requirements of Chapter 10 of the 2018 IBC. Mechanical(M) Reviewer Jorge Valido jvalido@safebuilt.com Approved Reason: Date Completed : 1/3/2024 4:44:55 PM 1. Provide O/A duct w/MD to FC-5 and FC-6 - IMC 2018 Chapter 4 - Section 403 (RESOLVED) 2. Provide Exhaust to Mop Sink, Men and Women restrooms on 1st floor - IMC 2018 Chapter 4 - Section 403 & Chapter 5 - Sections 501 and 502 (RESOLVED) 3. Install Smoke Detectors in FC-8, FC-9 and FC-10 as per 2018 IMC - Section 606.2.1 thru 606.2.3 (RESOLVED) 4. Provide Commercial Energy Calculations as per 2018 IECC Section C403 (RESOLVED) 5. Plan Sheet #17 in Mechanical General Notes Schedule under References add 2018 International Mechanical Code - 2018 IMC Section [A] 106.3.1 (RESOLVED) 6. Provide condenser tie down instruction on Plan Sheet #18 Plan 1 - 2018 IBC Chapter 16 & 2018 IMC Section 301.15 (RESOLVED) Electrical(E) Reviewer Ron Ross rross@safebuilt.com Approved Reason: Date Completed : 2/29/2024 3:30:58 PM Plumbing(P) Reviewer Perry Hendershott phendershott@safebuilt.com Denied Reason: Date Completed : 3/7/2024 12:08:46 AM Third Plumbing Review: Comments 1 & 9 remain Unresolved-1). Add gutter & downspout information, & sizing calculations to sheet 7 or add note stating sheet to grade. - IPC 1101.2, 1106.1, 1106.3, 1106.6 **Plan page 7 still doesn't show where each downspout is located & The GPM m load each downspout & gutter is responsible for** Resolved-2). second floor mens toilet & urinal need partitions Resolved-3). Add enlarged restroom plan with fixture spacing measurements -IPC 405.3.1 Resolved-4). Sheet 12 & 14 First floor 3" building drain undersized. -IPC 710.1 Resolved-5). Missing vent thru roof configuration for furthest downstream first floor toilets & urinal group on sheet 14 -IPC 904.3 ** second story drains can't discharge thru 1st floor vent stack, will need separate vent stack & separate soil stack from first floor ** IPC 901.2.1 Resolved-6). both bldg drain exits on sheet 12 need cleanouts -IPC 708.3.1 UPDATED SHEET 14 Resolved-7). Show main water entrance & shut off valve location on sheet 12 - IPC 606.1 Resolved-8). Provide civil site utility piping plan for continuation of sewer & water service - _IPC 106.3.1 **OK SUBJECT TO FIELD INSPECTIONS** Unresolved-9). Second floor kitchen drains on sheet 13 & 14 need to discharge thru a grease interceptor - Tucson Plumbing code amendments chapter 10 OR ** provide letter from Utility authority** Resolved-10). Remove all UPC code references from sheet 14 & 25 general notes- Tucson has adopted International plumbing code Resolved-11). Provide plumbing fixture schedule with manufacturer names & model numbers including water information within plumbing sheets. or provide spec manual -IPC 303 Resolved-12). Provide Piping material spec schedule or provide spec manual. -IPC 605.4, 702 Resolved-13). Lavatories within plumbing sheets need ASSE 1070 mixing valves -IPC 419.5 Resolved-14). Water heater location not clear within plumbing sheets? -IPC 501.4 Resolved15). Hot piping system will need to include a hot water recirculation system on sheets 12 & 13 - IPC 607.2 **Subject to field inspection see hot Recirc note on plan page 12** Resolved-16). will this project include any hose bibs? if yes add to plan -IPC 106.3.1 Resolved-17). Added hose bibs on sheet 12 need shut off valves -IPC 606.2 |
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| 03/18/2024 | Fire New Construction | REQUIRES RESUBMIT | -Provide a building code analysis as requested in the previous comments and building comments. Provide occupancy classifications. Provide fire sprinkler information. Provide fire alarm information. -If installing fire sprinklers and fire alarm, make notation these will be deferred submittals. john.vincent@tucsonaz.gov 5203495581 |
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| 03/18/2024 | Site Engineering | REQUIRES RESUBMIT | 1. The building permit cannot be approved until the associated development package, TD-DEV-0224-00030, has been approved. Lianne Evans lianne.evans@tucsonaz.gov |
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| 03/26/2024 | Site Landscape | REQUIRES RESUBMIT | Until all issues regarding the linked Development Package (TD-DEV-0224-00030) have been resolved, Landscape/NPPO cannot approve this building permit. | ||
| 03/21/2024 | Site Zoning | REQUIRES RESUBMIT | FROM: PDSD Zoning Review PROJECT: TC-COM-0823-02036 617 West Miracle Mile – C-2 Religious Use (2nd Review) TRANSMITTAL DATE: March 21, 2024 Please resubmit revised drawings with a detailed response letter stating how all Zoning Review Section comments were addressed. This site is located in C-2 zone (UDC 4.7.21), Religious Use is an allowed use in the zone (UDC Table 4.8-4). 1. Zoning cannot approve of this permit until Development Package, TD-DEV-0224-00030, is reviewed, and approved by all review agencies. If you have any questions about this transmittal, please contact Zone1.desk@tucsonaz.gov. |
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| 02/22/2024 | PDSD Application Completeness | REVIEW COMPLETED |