Permit Review Detail
Review Status: Requires Resubmit
Review Details: COMMERCIAL REVIEW - LIMITED v.1
Permit Number - TC-COM-0226-00233
Review Name: COMMERCIAL REVIEW - LIMITED v.1
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 03/05/2026 | Water - PDSD | APPROVED | |||
| 03/09/2026 | Bldg Permits - Post Review Express | PENDING ASSIGNMENT | |||
| 03/06/2026 | Commercial Building | REQUIRES RESUBMIT | March 6, 2026 1st Review Joseph Maher Jr., Architect Attn: Joseph Maher 4849 East Scarlett Street jmaherarchitect@gmail.com Re: DENTAL WISE REMODEL & ADDITION City of Tucson Permit Number: TC-COM-0226-00233 Stantec Project Number: 185215066 Stantec File Number: TUC-26-010 Plan review for the above referenced project has been completed. This letter reflects comments to be addressed. PLEASE send all response to comments back to the City through the permit portal! Responses sent directly to Stantec will be ignored. Also, please submit complete copies of all permit documents (i.e. plans, calculations, reports, etc.) even if they have not been changed. Please cloud and delta all changes and provide a letter with a written response to each of the comments indicating the action taken. The scope of this review covers the architectural, structural, plumbing, mechanical, and electrical designs as they relate to the codes adopted by the jurisdiction. All features were checked only to the extent allowed by the submittals provided. All portions of this project are assumed to meet or will meet other departmental requirements, conditions, and concerns before permit approval. Occupancy Group Construction Type Area (Square feet) Occupant Load Automatic Fire Sprinklers Fire Alarms B V-B 2,940 20 No No Separate Permits: None. Deferred Submittals: Pre-engineered wood trusses. Special Inspections: Epoxy and expansion anchors. ARCHITECTURAL COMMENTS General 1. Please provide City of Tucson special inspection certificate(s) with Parts A and B completed for post-installed anchors. Make sure that the owner or their legal representative signs the form. Sheet CVR 1. Please provide updated plumbing fixture calculations. [Ref. IBC 2024 Sec. 2902] 2. The Applicable Codes section indicates the 2011 National Electric Code. The City of Tucson has adopted the 2023 National Electric Code. Please revise. Sheet SP-DP-1 1. The site plan indicates a fire separation distance of 8 feet at the north wall. Per Table 705.5 of the 2024 IBC, exterior walls with a fire separation distance of 5 feet to less than 10 feet are required to have a minimum 1-hour fire-resistance rating and shall be rated from both sides. Revise the plans to indicate the proposed exterior walls are constructed as minimum 1-hour fire-resistance-rated assemblies. Provide the following for verification: a. Wall section details of the rated exterior wall assembly. b. Identification of the tested and listed fire-resistance-rated assembly proposed (e.g., UL, GA, or other approved listing) including the assembly number. Sheet A-4 1. The north wall of the building appears to exceed the allowable unprotected openings based on a fire separation distance of 8 feet. The north wall approximately has 17% unprotected openings with an allowance of 10%. Please revise accordingly. [Ref. IBC 2024 Sec. 705.9] Sheet A-5 1. The proposed north exterior wall is required to be a minimum 1-hour fire-resistance-rated exterior wall based on the indicated fire separation distance of 8 feet, in accordance with Table 705.5 of the 2024 IBC. Per IBC Section 705.12, exterior walls required to have a fire-resistance rating must also extend continuously to the underside of the roof sheathing and terminate in a parapet where the roof construction is not similarly rated. The current plans do not indicate a parapet at the north exterior wall, nor do they demonstrate compliance with any of the parapet exceptions in IBC Section 705.12. Based on the information provided, the design does not appear to meet the conditions of the listed exceptions, including but not limited to the allowable openings and fire-resistance provisions associated with those exceptions. Revise the plans to demonstrate compliance with IBC Section 705.12 by one of the following: a. Provide a parapet at the north exterior wall in accordance with IBC Section 705.12, including required height and construction details, or b. Demonstrate compliance with one of the exceptions to Section 705.12. Note that Exception 6 of Section 705.12 may be applicable if all openings in the north exterior wall are protected in accordance with IBC Section 716. If this option is pursued, provide details of the opening protective assemblies (fire-rated windows) and identify their fire protection rating and listing demonstrating compliance with the opening protection requirements. Sheet A-8 1. The sheet indicates compliance with ICC A117.1-2009. The 2024 IBC reference standard for accessibility is ICCA117.1-2017. Please revise to comply with the updated standard. {Please note clear floor space and turning radius clearance have increased. Be sure to update this sheet and the floor plans with the new dimensions.} STRUCTURAL COMMENTS Sheet S3.0 1. Detail 103 indicates the incorrect keynote indicator for the A34 clips attached to the masonry wall. This keynote indicator should be number 9. Please revise. MECHANICAL COMMENTS There are no comments. PLUMBING COMMENTS Sheet P-2 1. Keynote 11 refers to Dental Drawing for details, specs, and locations of the water control manifolds. Please provide the Dental Drawing for review. Sheet P-6 1. The plumbing fixture schedule indicates the water closet with a 1.6 gallon per flush. The City of Tucson amendment for Table 604.4 indicates a maximum gallon per flush of 1.28. Please revise. ELECTRICAL COMMENTS There are no comments. Should you have any questions regarding the plan review comments, please contact the plan reviewer listed for the appropriate discipline. Plans reviewed by: Trevor Bies, Senior Plan Reviewer 602-338-9922 trevor.bies@stantec.com |
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| 03/06/2026 | Commercial Electrical | REQUIRES RESUBMIT | March 6, 2026 1st Review Joseph Maher Jr., Architect Attn: Joseph Maher 4849 East Scarlett Street jmaherarchitect@gmail.com Re: DENTAL WISE REMODEL & ADDITION City of Tucson Permit Number: TC-COM-0226-00233 Stantec Project Number: 185215066 Stantec File Number: TUC-26-010 Plan review for the above referenced project has been completed. This letter reflects comments to be addressed. PLEASE send all response to comments back to the City through the permit portal! Responses sent directly to Stantec will be ignored. Also, please submit complete copies of all permit documents (i.e. plans, calculations, reports, etc.) even if they have not been changed. Please cloud and delta all changes and provide a letter with a written response to each of the comments indicating the action taken. The scope of this review covers the architectural, structural, plumbing, mechanical, and electrical designs as they relate to the codes adopted by the jurisdiction. All features were checked only to the extent allowed by the submittals provided. All portions of this project are assumed to meet or will meet other departmental requirements, conditions, and concerns before permit approval. Occupancy Group Construction Type Area (Square feet) Occupant Load Automatic Fire Sprinklers Fire Alarms B V-B 2,940 20 No No Separate Permits: None. Deferred Submittals: Pre-engineered wood trusses. Special Inspections: Epoxy and expansion anchors. ARCHITECTURAL COMMENTS General 1. Please provide City of Tucson special inspection certificate(s) with Parts A and B completed for post-installed anchors. Make sure that the owner or their legal representative signs the form. Sheet CVR 1. Please provide updated plumbing fixture calculations. [Ref. IBC 2024 Sec. 2902] 2. The Applicable Codes section indicates the 2011 National Electric Code. The City of Tucson has adopted the 2023 National Electric Code. Please revise. Sheet SP-DP-1 1. The site plan indicates a fire separation distance of 8 feet at the north wall. Per Table 705.5 of the 2024 IBC, exterior walls with a fire separation distance of 5 feet to less than 10 feet are required to have a minimum 1-hour fire-resistance rating and shall be rated from both sides. Revise the plans to indicate the proposed exterior walls are constructed as minimum 1-hour fire-resistance-rated assemblies. Provide the following for verification: a. Wall section details of the rated exterior wall assembly. b. Identification of the tested and listed fire-resistance-rated assembly proposed (e.g., UL, GA, or other approved listing) including the assembly number. Sheet A-4 1. The north wall of the building appears to exceed the allowable unprotected openings based on a fire separation distance of 8 feet. The north wall approximately has 17% unprotected openings with an allowance of 10%. Please revise accordingly. [Ref. IBC 2024 Sec. 705.9] Sheet A-5 1. The proposed north exterior wall is required to be a minimum 1-hour fire-resistance-rated exterior wall based on the indicated fire separation distance of 8 feet, in accordance with Table 705.5 of the 2024 IBC. Per IBC Section 705.12, exterior walls required to have a fire-resistance rating must also extend continuously to the underside of the roof sheathing and terminate in a parapet where the roof construction is not similarly rated. The current plans do not indicate a parapet at the north exterior wall, nor do they demonstrate compliance with any of the parapet exceptions in IBC Section 705.12. Based on the information provided, the design does not appear to meet the conditions of the listed exceptions, including but not limited to the allowable openings and fire-resistance provisions associated with those exceptions. Revise the plans to demonstrate compliance with IBC Section 705.12 by one of the following: a. Provide a parapet at the north exterior wall in accordance with IBC Section 705.12, including required height and construction details, or b. Demonstrate compliance with one of the exceptions to Section 705.12. Note that Exception 6 of Section 705.12 may be applicable if all openings in the north exterior wall are protected in accordance with IBC Section 716. If this option is pursued, provide details of the opening protective assemblies (fire-rated windows) and identify their fire protection rating and listing demonstrating compliance with the opening protection requirements. Sheet A-8 1. The sheet indicates compliance with ICC A117.1-2009. The 2024 IBC reference standard for accessibility is ICCA117.1-2017. Please revise to comply with the updated standard. {Please note clear floor space and turning radius clearance have increased. Be sure to update this sheet and the floor plans with the new dimensions.} STRUCTURAL COMMENTS Sheet S3.0 1. Detail 103 indicates the incorrect keynote indicator for the A34 clips attached to the masonry wall. This keynote indicator should be number 9. Please revise. MECHANICAL COMMENTS There are no comments. PLUMBING COMMENTS Sheet P-2 1. Keynote 11 refers to Dental Drawing for details, specs, and locations of the water control manifolds. Please provide the Dental Drawing for review. Sheet P-6 1. The plumbing fixture schedule indicates the water closet with a 1.6 gallon per flush. The City of Tucson amendment for Table 604.4 indicates a maximum gallon per flush of 1.28. Please revise. ELECTRICAL COMMENTS There are no comments. Should you have any questions regarding the plan review comments, please contact the plan reviewer listed for the appropriate discipline. Plans reviewed by: Trevor Bies, Senior Plan Reviewer 602-338-9922 trevor.bies@stantec.com |
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| 03/06/2026 | Commercial Mechanical | REQUIRES RESUBMIT | March 6, 2026 1st Review Joseph Maher Jr., Architect Attn: Joseph Maher 4849 East Scarlett Street jmaherarchitect@gmail.com Re: DENTAL WISE REMODEL & ADDITION City of Tucson Permit Number: TC-COM-0226-00233 Stantec Project Number: 185215066 Stantec File Number: TUC-26-010 Plan review for the above referenced project has been completed. This letter reflects comments to be addressed. PLEASE send all response to comments back to the City through the permit portal! Responses sent directly to Stantec will be ignored. Also, please submit complete copies of all permit documents (i.e. plans, calculations, reports, etc.) even if they have not been changed. Please cloud and delta all changes and provide a letter with a written response to each of the comments indicating the action taken. The scope of this review covers the architectural, structural, plumbing, mechanical, and electrical designs as they relate to the codes adopted by the jurisdiction. All features were checked only to the extent allowed by the submittals provided. All portions of this project are assumed to meet or will meet other departmental requirements, conditions, and concerns before permit approval. Occupancy Group Construction Type Area (Square feet) Occupant Load Automatic Fire Sprinklers Fire Alarms B V-B 2,940 20 No No Separate Permits: None. Deferred Submittals: Pre-engineered wood trusses. Special Inspections: Epoxy and expansion anchors. ARCHITECTURAL COMMENTS General 1. Please provide City of Tucson special inspection certificate(s) with Parts A and B completed for post-installed anchors. Make sure that the owner or their legal representative signs the form. Sheet CVR 1. Please provide updated plumbing fixture calculations. [Ref. IBC 2024 Sec. 2902] 2. The Applicable Codes section indicates the 2011 National Electric Code. The City of Tucson has adopted the 2023 National Electric Code. Please revise. Sheet SP-DP-1 1. The site plan indicates a fire separation distance of 8 feet at the north wall. Per Table 705.5 of the 2024 IBC, exterior walls with a fire separation distance of 5 feet to less than 10 feet are required to have a minimum 1-hour fire-resistance rating and shall be rated from both sides. Revise the plans to indicate the proposed exterior walls are constructed as minimum 1-hour fire-resistance-rated assemblies. Provide the following for verification: a. Wall section details of the rated exterior wall assembly. b. Identification of the tested and listed fire-resistance-rated assembly proposed (e.g., UL, GA, or other approved listing) including the assembly number. Sheet A-4 1. The north wall of the building appears to exceed the allowable unprotected openings based on a fire separation distance of 8 feet. The north wall approximately has 17% unprotected openings with an allowance of 10%. Please revise accordingly. [Ref. IBC 2024 Sec. 705.9] Sheet A-5 1. The proposed north exterior wall is required to be a minimum 1-hour fire-resistance-rated exterior wall based on the indicated fire separation distance of 8 feet, in accordance with Table 705.5 of the 2024 IBC. Per IBC Section 705.12, exterior walls required to have a fire-resistance rating must also extend continuously to the underside of the roof sheathing and terminate in a parapet where the roof construction is not similarly rated. The current plans do not indicate a parapet at the north exterior wall, nor do they demonstrate compliance with any of the parapet exceptions in IBC Section 705.12. Based on the information provided, the design does not appear to meet the conditions of the listed exceptions, including but not limited to the allowable openings and fire-resistance provisions associated with those exceptions. Revise the plans to demonstrate compliance with IBC Section 705.12 by one of the following: a. Provide a parapet at the north exterior wall in accordance with IBC Section 705.12, including required height and construction details, or b. Demonstrate compliance with one of the exceptions to Section 705.12. Note that Exception 6 of Section 705.12 may be applicable if all openings in the north exterior wall are protected in accordance with IBC Section 716. If this option is pursued, provide details of the opening protective assemblies (fire-rated windows) and identify their fire protection rating and listing demonstrating compliance with the opening protection requirements. Sheet A-8 1. The sheet indicates compliance with ICC A117.1-2009. The 2024 IBC reference standard for accessibility is ICCA117.1-2017. Please revise to comply with the updated standard. {Please note clear floor space and turning radius clearance have increased. Be sure to update this sheet and the floor plans with the new dimensions.} STRUCTURAL COMMENTS Sheet S3.0 1. Detail 103 indicates the incorrect keynote indicator for the A34 clips attached to the masonry wall. This keynote indicator should be number 9. Please revise. MECHANICAL COMMENTS There are no comments. PLUMBING COMMENTS Sheet P-2 1. Keynote 11 refers to Dental Drawing for details, specs, and locations of the water control manifolds. Please provide the Dental Drawing for review. Sheet P-6 1. The plumbing fixture schedule indicates the water closet with a 1.6 gallon per flush. The City of Tucson amendment for Table 604.4 indicates a maximum gallon per flush of 1.28. Please revise. ELECTRICAL COMMENTS There are no comments. Should you have any questions regarding the plan review comments, please contact the plan reviewer listed for the appropriate discipline. Plans reviewed by: Trevor Bies, Senior Plan Reviewer 602-338-9922 trevor.bies@stantec.com |
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| 03/06/2026 | Commercial Plumbing | REQUIRES RESUBMIT | March 6, 2026 1st Review Joseph Maher Jr., Architect Attn: Joseph Maher 4849 East Scarlett Street jmaherarchitect@gmail.com Re: DENTAL WISE REMODEL & ADDITION City of Tucson Permit Number: TC-COM-0226-00233 Stantec Project Number: 185215066 Stantec File Number: TUC-26-010 Plan review for the above referenced project has been completed. This letter reflects comments to be addressed. PLEASE send all response to comments back to the City through the permit portal! Responses sent directly to Stantec will be ignored. Also, please submit complete copies of all permit documents (i.e. plans, calculations, reports, etc.) even if they have not been changed. Please cloud and delta all changes and provide a letter with a written response to each of the comments indicating the action taken. The scope of this review covers the architectural, structural, plumbing, mechanical, and electrical designs as they relate to the codes adopted by the jurisdiction. All features were checked only to the extent allowed by the submittals provided. All portions of this project are assumed to meet or will meet other departmental requirements, conditions, and concerns before permit approval. Occupancy Group Construction Type Area (Square feet) Occupant Load Automatic Fire Sprinklers Fire Alarms B V-B 2,940 20 No No Separate Permits: None. Deferred Submittals: Pre-engineered wood trusses. Special Inspections: Epoxy and expansion anchors. ARCHITECTURAL COMMENTS General 1. Please provide City of Tucson special inspection certificate(s) with Parts A and B completed for post-installed anchors. Make sure that the owner or their legal representative signs the form. Sheet CVR 1. Please provide updated plumbing fixture calculations. [Ref. IBC 2024 Sec. 2902] 2. The Applicable Codes section indicates the 2011 National Electric Code. The City of Tucson has adopted the 2023 National Electric Code. Please revise. Sheet SP-DP-1 1. The site plan indicates a fire separation distance of 8 feet at the north wall. Per Table 705.5 of the 2024 IBC, exterior walls with a fire separation distance of 5 feet to less than 10 feet are required to have a minimum 1-hour fire-resistance rating and shall be rated from both sides. Revise the plans to indicate the proposed exterior walls are constructed as minimum 1-hour fire-resistance-rated assemblies. Provide the following for verification: a. Wall section details of the rated exterior wall assembly. b. Identification of the tested and listed fire-resistance-rated assembly proposed (e.g., UL, GA, or other approved listing) including the assembly number. Sheet A-4 1. The north wall of the building appears to exceed the allowable unprotected openings based on a fire separation distance of 8 feet. The north wall approximately has 17% unprotected openings with an allowance of 10%. Please revise accordingly. [Ref. IBC 2024 Sec. 705.9] Sheet A-5 1. The proposed north exterior wall is required to be a minimum 1-hour fire-resistance-rated exterior wall based on the indicated fire separation distance of 8 feet, in accordance with Table 705.5 of the 2024 IBC. Per IBC Section 705.12, exterior walls required to have a fire-resistance rating must also extend continuously to the underside of the roof sheathing and terminate in a parapet where the roof construction is not similarly rated. The current plans do not indicate a parapet at the north exterior wall, nor do they demonstrate compliance with any of the parapet exceptions in IBC Section 705.12. Based on the information provided, the design does not appear to meet the conditions of the listed exceptions, including but not limited to the allowable openings and fire-resistance provisions associated with those exceptions. Revise the plans to demonstrate compliance with IBC Section 705.12 by one of the following: a. Provide a parapet at the north exterior wall in accordance with IBC Section 705.12, including required height and construction details, or b. Demonstrate compliance with one of the exceptions to Section 705.12. Note that Exception 6 of Section 705.12 may be applicable if all openings in the north exterior wall are protected in accordance with IBC Section 716. If this option is pursued, provide details of the opening protective assemblies (fire-rated windows) and identify their fire protection rating and listing demonstrating compliance with the opening protection requirements. Sheet A-8 1. The sheet indicates compliance with ICC A117.1-2009. The 2024 IBC reference standard for accessibility is ICCA117.1-2017. Please revise to comply with the updated standard. {Please note clear floor space and turning radius clearance have increased. Be sure to update this sheet and the floor plans with the new dimensions.} STRUCTURAL COMMENTS Sheet S3.0 1. Detail 103 indicates the incorrect keynote indicator for the A34 clips attached to the masonry wall. This keynote indicator should be number 9. Please revise. MECHANICAL COMMENTS There are no comments. PLUMBING COMMENTS Sheet P-2 1. Keynote 11 refers to Dental Drawing for details, specs, and locations of the water control manifolds. Please provide the Dental Drawing for review. Sheet P-6 1. The plumbing fixture schedule indicates the water closet with a 1.6 gallon per flush. The City of Tucson amendment for Table 604.4 indicates a maximum gallon per flush of 1.28. Please revise. ELECTRICAL COMMENTS There are no comments. Should you have any questions regarding the plan review comments, please contact the plan reviewer listed for the appropriate discipline. Plans reviewed by: Trevor Bies, Senior Plan Reviewer 602-338-9922 trevor.bies@stantec.com |
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| 03/09/2026 | Fire New Construction | REQUIRES RESUBMIT | -Resolve all building comments. john.vincent@tucsonaz.gov 5203495581 |
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| 02/26/2026 | Site Engineering | REQUIRES RESUBMIT | Permit Activity Number: TC-COM-0226-00233 (1st Review) Project: Dental Wise Dentist Office Renovation & Addition project Location: 404 N ALVERNON WY Review Date: 2/26/2026 Reviewer: Marco Contreras – Engineering Associate - Site Engineering Site Engineering Comments: 1. Site Engineering has reviewed the plan set provided to ensure compliance with the associated development package and is unable to approve permit TC-COM-0226-00233 until the associated Development Package TD-DEV-0126-00012 is reviewed and approved by all reviewers. If you have any questions or concerns, please contact Marco Contreras at Marco.contreras@tucsonaz.gov |
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| 03/09/2026 | Site Zoning | REQUIRES RESUBMIT | PDSD TRANSMITTAL FROM: Bobby Parsons Zoning Section Review PROJECT: TC-COM-0226-00233 - TD-DEV-0126-00012 404 N. Alvernon Way Tucson, AZ 85711 Dental Wise Dentist Office Renovation and Addition (1st Review) TRANSMITTAL DATE: 3/9/2026 The site is located in R-3 zone (UDC 4.7.12). Comments: Please resubmit revised drawings along with a detailed response letter which states how all Zoning Review Section comments were addressed. 1. Comment: Site Zoning has reviewed the building plans for compliance with the associated Development Package (DP) TD-DEV-0126-00012. While it appears the building plans match the DP, Site zoning cannot approve this permit until the DP is approved by all review agencies. 2. Comment: Additional comments may be forthcoming depending on responses to zoning review comments and plans submitted. If you have any questions about this transmittal, please contact Bobby Parsons at Robert.Parsons@tucsonaz.gov. |
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| 02/20/2026 | PDSD Application Completeness Express | REVIEW COMPLETED |