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Permit Review Detail
Review Status: Requires Resubmit
Review Details: COMMERCIAL REVIEW - FULL v.1
Permit Number - TC-COM-0423-00942
Review Name: COMMERCIAL REVIEW - FULL v.1
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 05/04/2023 | Water - PDSD | APPROVED | |||
| 05/04/2023 | Bldg Permits - Post Review | PENDING ASSIGNMENT | |||
| 05/02/2023 | External Reviewers - SAFEBuilt | REQUIRES RESUBMIT | Activity Number: TC-COM-0423-00942 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 Calculations for Member BM-2A. The Enercalc printout shows excessive deflections, verify, and make changes as needed. 2. Refer to Structural Calculations for Member BM-2B. The Enercalc printout shows excessive deflections, verify, and make changes as needed. 3. Refer to Structural Calculations for Member BM-8. The Enercalc printout shows excessive deflections, verify, and make changes as needed. 4. Refer to Structural Calculations for Member BM-10. The Enercalc printout shows excessive deflections, verify, and make changes as needed. 5. Refer to Structural Calculations for Member BM-12. The Enercalc printout shows excessive deflections, verify, and make changes as needed. 6. Refer to Structural Calculations for Member BM-19. The Enercalc printout shows excessive deflections, verify, and make changes as needed. 7. Refer to Structural Calculations for Member BM-34. The Enercalc printout shows excessive deflections, verify, and make changes as needed. 8. Refer to Structural Calculations for Member BM-49. The Enercalc printout shows excessive deflections, verify, and make changes as needed. 9. Refer to Structural Calculations for Member BM-53. The Enercalc printout shows excessive deflections, verify, and make changes as needed. 10. Refer to Structural Calculations for Member BM-64. The Enercalc printout shows excessive deflections, verify, and make changes as needed. 11. Refer to Structural Calculations for the Foundations. The Allowable Bearing Capacity 3.33 ksf is used for ALL foundations including DL + LL. Increase of 33% is only allowed when combination of Lateral Loads and Vertical Loads is used. Verify and make revisions as needed. 12. Refer to Structural Calculations. The Seismic Parameters Ss and S1 used in Structural Calculations page 468 does not match with Geotechnical Report Section 6.2.5 and Structural Drawing S0.01, Lateral Loads. Verify and make revisions as needed. 13. 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 A0.01: The edition listed for the International Energy Conservation Code is incorrect. Provide the correct edition of the IECC that is adopted and enforced by the City of Tucson. 2. Sheet A0.01: The edition listed for the 2010 ADA Standards for Accessible Design is incorrect. Provide the correct edition of the ADAAG that is adopted and enforced by the City of Tucson. 3. Sheet A0.01: It is indicated that separated occupancies is being used. Provide the sum of the ratios of the actual building area calculations in accordance with Section 508.4.2. 4. Sheet A0.03-A0.05: The occupant load calculations provided are incorrect. It appears that there are some assembly spaces in addition to several different types of spaces that will require additional calculations. Provide a space by space occupant load calculation based on the use of the space in accordance with Section 1004.3 and Table 1004.5. NOTE: There is a distinct difference between occupancy classification and occupancy use. The exceptions provided in Section 303.1.2 apply to that of classification and the requirements of max. allowable area, height, stories, mix-use requirements and overall classification of the building. However, when calculating occupant loads, one must calculate based on the use of the space. The conference rooms, enclosed courtyards, and briefing room are required to be calculated as assembly spaces. The R-2 area must be calculated based on use and not potential shift numbers. The occupant load must be calculated as such in accordance with Section 1004 and Table 1004.5. 1. Sheet A0.03-A0.05: Based on updated occupant load calculation, several spaces will have doors swinging in the incorrect direction. Provide correctly swinging doors in accordance with Section 1010.1.2.1. 2. Sheet A3.01: The doors that penetrate the fire barriers that separate the occupancies are not rated appropriately. Provide properly rated doors in the fire barriers in accordance with Section 707.6 and Table 716.1(2). 3. Sheet A6.01: 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. 4. Sheet A6.01: GPM discharge amounts have not been provided for the roof/drain overflows. Provide the roof/drain overflows in accordance with Section IPC 1106.2 5. General: Provide rated penetration details and listing information. 6. General: Provide all typical listed assembly details or calculated fire resistance rating calculations. 7. General: At least 2 percent, but no fewer than one, of the total number of cells in a facility shall provide mobility features complying with 807.2. Section 232.2.1 (ADAAG). Provide all accessibility details for holding cells in accordance with Section 807.2. 8. General: At least 2 percent, but no fewer than one, of the total number of general holding cells and general housing cells equipped with audible emergency alarm systems and permanently installed telephones within the cell shall provide communication features complying with 807.3. Section 232.2.2. Provide all accessibility details for holding cells in accordance with Section 807.3. 9. General: Exercise equipment is required have clear floor space for access. Ensure clear floor space in accordance with Section 236.1 of the 2010 ADAAG. MECHANICAL REVIEW COMMENTS: Denied 1. Provide a source capture exhaust system for each bay sheet M2.02 (IMC2018,502.14 2. Provide smoke dampers where ducts penetrate rooms adjacent to corridors that are being served by the same unit in the R2 occupancy sheet M2.03 (IMC2018,607.5.4) 3. All fan powered boxes shall shut down when their respective RTU's shut down on a duct smoke activation and shall be stated as such on the RTU schedule notes (IMC2018,606.2.2) ELECTRICAL REVIEW COMMENTS: Conditionally Approved Approved with the following comments E0.1 ELECTRICAL DETAILS: Comment only, confirm CAT5 vs CAT6 for lighting control. E1.1 ELECTRICAL SITE PLAN: Could not locate Keynotes 5 and 15. E3.1A POWER PLAN - AREA A: Could not locate Keynotes 1, 2, and 30. E3.2A HVAC/PLUMBING POWER PLAN - AREA A: Missing circuit information on many of the arrowheads. Comment applies to all HVAC sheets. If circuit information can be found elsewhere, provide note on how to reference information. E4.1A SPECIAL SYSTEMS PLAN - AREA A: Could not locate Keynote #3. E4.2A DISPATCH SYSTEM PLAN - AREA A: Could not locate Keynotes 3, C, and D PLLUMBING REVIEW COMMENTS: Denied First Plumbing Review: 1). Need to address building plan review comments 3,4,7,8 -IPC 403.1, 1106.2 2). The R7 scupper on plan page A6.01 needs an secondary scupper -IPC 1108 3). P3.01 Area A 5" roof drain terminations for the 3097 & 3193 sq ft. areas are missing from plan page P2.02 -IPC 1106.2 4). Trench Drain system labeled schematic #6 on plan pages P2.02 & P5.02 needs to show a vent for the trench drain Bldg. drain ( suggest 1 combination waste & vent ) -IPC 901.2.1 5). Due to multiple washing machines shown on plan pages P2.02, P2.03, P2.05, P5.01, P5.02 , regardless of type they will need to discharge thru a lint interceptor. -IPC 1003.6 6). Trench Drain system labeled schematic #1 on plan pages P2.06 & P5.01 needs to show a vent for the trench drain Bldg. drain ( suggest 1 combination waste & vent ) -IPC 901.2.1 7). Plan pages P2.06 thru P2.051 have the same 43 notes on each page, remove the notes that don't correlate from each page. -IPC 106.3.1, IFGC 106.3.1 8). The notes listed on Plan P2.061 don't correlate to the illustrations. -IPC 106.3.1 9). Label the piping systems on plan pages P2.06 thru 2.061 to be able to differentiate the pipes from one another -IPC,IFGC 106.3.1 10). S1 sink next to the gas range in the kitchen on plan page P2.05 & Schematic #9 on P5.02 needs to discharge thru a Grease interceptor -IPC 1003.1 11), S7 eyewash on plan page P4.02 needs an ASSE 1071 mixing valve -IPC 411.3 12). System#1 total DFU load table on Plan page P4.02 doesn't correlate with total DFU load shown on schematic #1 on plan page P5.01. -IPC 709, 710 13).Sanitary Vent risers on plan pages P5.01 & P5.02 don't show an illustration for BLDG drain exit of sanitary system #2 - IPC 106.3.1 14). In response narrative direct to the page the combustion air & exhaust pipe routing is illustrated for the Gas radiant heaters. -IFGC 304, 503.1 If you require additional clarification regarding these comments, please contact Doris Benoit at doris.benoit@tucsonaz.gov |
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| 05/01/2023 | Site Engineering | REQUIRES RESUBMIT | This permit cannot be approved until the associated development package, TD-DEV-0423-00198, has been approved. Lianne Evans lianne.evans@tucsonaz.gov |
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| 04/28/2023 | Site Zoning | REQUIRES RESUBMIT | FROM: PDSD Zoning Review Section PROJECT: TC-COM-0423-00942 4410 S. Park Av. – R-2 City of Tucson Southside Public Safety Facility - Police and Fire Station (1st Review) TRANSMITTAL DATE: April 28, 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 R-2 zone (UDC 4.7.9). Protective Service (government owned and operated only) is a permitted use in the zone, (Table 4.8-2), subject to Use Specific Standard 4.9.13.F. 1. COMMENT: As Development Package (DP) TD-DEV-0423-00198 has not completed its first review Zoning is not able to review the building plans at this time. Zoning will review the building plans for compliance with the DP once the DP has completed its first review. If you have any questions about this transmittal, please contact Nicholas Martell at Nicholas.Martell@tucsonaz.gov. |
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| 04/27/2023 | Fire New Construction | REVIEW COMPLETED | |||
| 04/06/2023 | PDSD Application Completeness | REVIEW COMPLETED |