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Permit Review Detail
Review Status: Requires Resubmit
Review Details: COMMERCIAL REVIEW - FULL v.1
Permit Number - TC-COM-0625-01162
Review Name: COMMERCIAL REVIEW - FULL v.1
Review Status: Requires Resubmit
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 06/27/2025 | Outdoor Lighting Standard | APPROVED | |||
| 07/14/2025 | Site Engineering Standard | APPROVED | |||
| 07/09/2025 | Site Zoning Standard | APPROVED | Associated DP TD-DEV-0924-00272 has been issued. | ||
| 07/10/2025 | Water - PDSD Standard | APPROVED | |||
| 07/14/2025 | Bldg Permits - Post Review Express | PENDING ASSIGNMENT | |||
| 06/30/2025 | Commercial Building Standard | REQUIRES RESUBMIT | June 30, 2025 1st Review Shive-Hattery Attn: John Price/Kristen DiBone 4330 N. Campbell Ave. #268 Tucson, Arizona 85718 Re: CGI FEDERAL WAREHOUSE ADDITION City of Tucson Permit Number: TC-COM-0625-01162 Stantec Project Number: 185215066 Stantec File Number: TUC-25-070 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 S-1 V-B 4,000 12 Yes Yes Separate Permits: Automatic fire sprinklers and fire alarm. Deferred Submittals: Racking system and wood “I” joists. Special Inspections: Earthwork, epoxy and expansion anchors, structural steel, masonry, water-resistive barrier coating, and outdoor lighting. GENERAL COMMENTS 1. Please provide on the site plan the distance from the building to the lot lines and/or adjacent buildings on the same lot, so that fire separation distance, rating of exterior walls, protection of openings and projections can be determined [2018 IBC Table 602 and Sec. 705]. ARCHITECTURAL COMMENTS General 1. Please indicate that the automatic fire sprinkler system [2018 IBC Sec. 903] and fire alarm system [2018 IBC Sec. 907] are to be provided as part of this project and are to be submitted as a separate permit (not a deferred submittal). 2. Please indicate on the cover that the wood “I” joists and racking system will be provided as part of deferred submittal and include the following notes: PER IBC Section 107.3.4 <Name of Registrant>, the registered design professional in charge shall be responsible for reviewing and coordinating submittal documents prepared by others, including phased and deferred submittal items, for compatibility with the design of the building. PER IBC Section 107.3.4.1 Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the Building Official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. 3. Note on the cover of the drawings that special inspection is required for earthwork, epoxy and expansion anchors, structural steel, masonry, water-resistive barrier coating and outdoor lighting. Also, provide City of Tucson special inspection certificate(s) with Parts A and B completed. Make sure that the owner or their legal representative signs the form. Sheet G000.1 1. It appears that the proposed addition to the existing unlimited area building does not maintain the requirement of a 60’ open space on all sides of the building. The northeast wall of this addition is approximately 30’ from the property line. The measurement shown on this sheet appears to justify the 60’ requirement with a 60’ radius at the corner of the building. The IBC specifies that the open space requirement shall be measured from the building perimeter to the closest interior lot line. Please revise accordingly. [Ref. IBC 2018 Sec. 507.4] Sheet G100.1 1. Please provide plumbing calculations for the proposed addition and where the existing bathrooms are located since new facilities are not provided to ensure distance and minimum fixture requirements are being met. [Ref. IBC 2018 Sec. 2902.1 & 2902.3.3] Sheet A101.1 1. Please provide an energy conservation compliance certificate for the building thermal envelope. [Ref. IECC Sec. C401] 2. Please provide the ESR report number for the EIFS system. [Ref. IBC 2018 Sec. 107.2.4] STRUCTURAL COMMENTS General 1. Please provide the referenced Geotechnical report by Smith & Annala Engineering Co. job no. 29.24.2557. Sheet S1.3.2 1. This sheet indicates special inspection requirements in Table 3 for concrete and steel. The concrete special inspection is not required due to the design strength of 2,500psi and the steel does not contain welding or high-strength bolts. Please clarify if special inspection is still wanted for concrete with a design strength of 2,500 psi and what steel special inspections are required. [Ref. IBC 2018 Sec. 1705] MECHANICAL COMMENTS General 1. Please provide an energy conservation compliance report for the mechanical system. [Ref. IECC 2018 C PLUMBING COMMENTS There are no comments. ELECTRICAL COMMENTS Sheet E601 1. The outdoor lighting calculations indicate that special inspection is not required. However, the lumens exceed 75% of the allowable. Please revise. [Ref. City of Tucson Outdoor Light Code Sec. 106.2] 2. Please indicate on the outdoor lighting calculations the lighting area for this project. [Ref. 2012 City of Tucson Outdoor Lighting Code Sec. 301] 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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| 06/30/2025 | Commercial Electrical Standard | REQUIRES RESUBMIT | June 30, 2025 1st Review Shive-Hattery Attn: John Price/Kristen DiBone 4330 N. Campbell Ave. #268 Tucson, Arizona 85718 Re: CGI FEDERAL WAREHOUSE ADDITION City of Tucson Permit Number: TC-COM-0625-01162 Stantec Project Number: 185215066 Stantec File Number: TUC-25-070 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 S-1 V-B 4,000 12 Yes Yes Separate Permits: Automatic fire sprinklers and fire alarm. Deferred Submittals: Racking system and wood “I” joists. Special Inspections: Earthwork, epoxy and expansion anchors, structural steel, masonry, water-resistive barrier coating, and outdoor lighting. GENERAL COMMENTS 1. Please provide on the site plan the distance from the building to the lot lines and/or adjacent buildings on the same lot, so that fire separation distance, rating of exterior walls, protection of openings and projections can be determined [2018 IBC Table 602 and Sec. 705]. ARCHITECTURAL COMMENTS General 1. Please indicate that the automatic fire sprinkler system [2018 IBC Sec. 903] and fire alarm system [2018 IBC Sec. 907] are to be provided as part of this project and are to be submitted as a separate permit (not a deferred submittal). 2. Please indicate on the cover that the wood “I” joists and racking system will be provided as part of deferred submittal and include the following notes: PER IBC Section 107.3.4 <Name of Registrant>, the registered design professional in charge shall be responsible for reviewing and coordinating submittal documents prepared by others, including phased and deferred submittal items, for compatibility with the design of the building. PER IBC Section 107.3.4.1 Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the Building Official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. 3. Note on the cover of the drawings that special inspection is required for earthwork, epoxy and expansion anchors, structural steel, masonry, water-resistive barrier coating and outdoor lighting. Also, provide City of Tucson special inspection certificate(s) with Parts A and B completed. Make sure that the owner or their legal representative signs the form. Sheet G000.1 1. It appears that the proposed addition to the existing unlimited area building does not maintain the requirement of a 60’ open space on all sides of the building. The northeast wall of this addition is approximately 30’ from the property line. The measurement shown on this sheet appears to justify the 60’ requirement with a 60’ radius at the corner of the building. The IBC specifies that the open space requirement shall be measured from the building perimeter to the closest interior lot line. Please revise accordingly. [Ref. IBC 2018 Sec. 507.4] Sheet G100.1 1. Please provide plumbing calculations for the proposed addition and where the existing bathrooms are located since new facilities are not provided to ensure distance and minimum fixture requirements are being met. [Ref. IBC 2018 Sec. 2902.1 & 2902.3.3] Sheet A101.1 1. Please provide an energy conservation compliance certificate for the building thermal envelope. [Ref. IECC Sec. C401] 2. Please provide the ESR report number for the EIFS system. [Ref. IBC 2018 Sec. 107.2.4] STRUCTURAL COMMENTS General 1. Please provide the referenced Geotechnical report by Smith & Annala Engineering Co. job no. 29.24.2557. Sheet S1.3.2 1. This sheet indicates special inspection requirements in Table 3 for concrete and steel. The concrete special inspection is not required due to the design strength of 2,500psi and the steel does not contain welding or high-strength bolts. Please clarify if special inspection is still wanted for concrete with a design strength of 2,500 psi and what steel special inspections are required. [Ref. IBC 2018 Sec. 1705] MECHANICAL COMMENTS General 1. Please provide an energy conservation compliance report for the mechanical system. [Ref. IECC 2018 C PLUMBING COMMENTS There are no comments. ELECTRICAL COMMENTS Sheet E601 1. The outdoor lighting calculations indicate that special inspection is not required. However, the lumens exceed 75% of the allowable. Please revise. [Ref. City of Tucson Outdoor Light Code Sec. 106.2] 2. Please indicate on the outdoor lighting calculations the lighting area for this project. [Ref. 2012 City of Tucson Outdoor Lighting Code Sec. 301] 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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| 06/30/2025 | Commercial Mechanical Standard | REQUIRES RESUBMIT | June 30, 2025 1st Review Shive-Hattery Attn: John Price/Kristen DiBone 4330 N. Campbell Ave. #268 Tucson, Arizona 85718 Re: CGI FEDERAL WAREHOUSE ADDITION City of Tucson Permit Number: TC-COM-0625-01162 Stantec Project Number: 185215066 Stantec File Number: TUC-25-070 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 S-1 V-B 4,000 12 Yes Yes Separate Permits: Automatic fire sprinklers and fire alarm. Deferred Submittals: Racking system and wood “I” joists. Special Inspections: Earthwork, epoxy and expansion anchors, structural steel, masonry, water-resistive barrier coating, and outdoor lighting. GENERAL COMMENTS 1. Please provide on the site plan the distance from the building to the lot lines and/or adjacent buildings on the same lot, so that fire separation distance, rating of exterior walls, protection of openings and projections can be determined [2018 IBC Table 602 and Sec. 705]. ARCHITECTURAL COMMENTS General 1. Please indicate that the automatic fire sprinkler system [2018 IBC Sec. 903] and fire alarm system [2018 IBC Sec. 907] are to be provided as part of this project and are to be submitted as a separate permit (not a deferred submittal). 2. Please indicate on the cover that the wood “I” joists and racking system will be provided as part of deferred submittal and include the following notes: PER IBC Section 107.3.4 <Name of Registrant>, the registered design professional in charge shall be responsible for reviewing and coordinating submittal documents prepared by others, including phased and deferred submittal items, for compatibility with the design of the building. PER IBC Section 107.3.4.1 Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the Building Official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. 3. Note on the cover of the drawings that special inspection is required for earthwork, epoxy and expansion anchors, structural steel, masonry, water-resistive barrier coating and outdoor lighting. Also, provide City of Tucson special inspection certificate(s) with Parts A and B completed. Make sure that the owner or their legal representative signs the form. Sheet G000.1 1. It appears that the proposed addition to the existing unlimited area building does not maintain the requirement of a 60’ open space on all sides of the building. The northeast wall of this addition is approximately 30’ from the property line. The measurement shown on this sheet appears to justify the 60’ requirement with a 60’ radius at the corner of the building. The IBC specifies that the open space requirement shall be measured from the building perimeter to the closest interior lot line. Please revise accordingly. [Ref. IBC 2018 Sec. 507.4] Sheet G100.1 1. Please provide plumbing calculations for the proposed addition and where the existing bathrooms are located since new facilities are not provided to ensure distance and minimum fixture requirements are being met. [Ref. IBC 2018 Sec. 2902.1 & 2902.3.3] Sheet A101.1 1. Please provide an energy conservation compliance certificate for the building thermal envelope. [Ref. IECC Sec. C401] 2. Please provide the ESR report number for the EIFS system. [Ref. IBC 2018 Sec. 107.2.4] STRUCTURAL COMMENTS General 1. Please provide the referenced Geotechnical report by Smith & Annala Engineering Co. job no. 29.24.2557. Sheet S1.3.2 1. This sheet indicates special inspection requirements in Table 3 for concrete and steel. The concrete special inspection is not required due to the design strength of 2,500psi and the steel does not contain welding or high-strength bolts. Please clarify if special inspection is still wanted for concrete with a design strength of 2,500 psi and what steel special inspections are required. [Ref. IBC 2018 Sec. 1705] MECHANICAL COMMENTS General 1. Please provide an energy conservation compliance report for the mechanical system. [Ref. IECC 2018 C PLUMBING COMMENTS There are no comments. ELECTRICAL COMMENTS Sheet E601 1. The outdoor lighting calculations indicate that special inspection is not required. However, the lumens exceed 75% of the allowable. Please revise. [Ref. City of Tucson Outdoor Light Code Sec. 106.2] 2. Please indicate on the outdoor lighting calculations the lighting area for this project. [Ref. 2012 City of Tucson Outdoor Lighting Code Sec. 301] 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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| 06/30/2025 | Commercial Plumbing Standard | REQUIRES RESUBMIT | June 30, 2025 1st Review Shive-Hattery Attn: John Price/Kristen DiBone 4330 N. Campbell Ave. #268 Tucson, Arizona 85718 Re: CGI FEDERAL WAREHOUSE ADDITION City of Tucson Permit Number: TC-COM-0625-01162 Stantec Project Number: 185215066 Stantec File Number: TUC-25-070 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 S-1 V-B 4,000 12 Yes Yes Separate Permits: Automatic fire sprinklers and fire alarm. Deferred Submittals: Racking system and wood “I” joists. Special Inspections: Earthwork, epoxy and expansion anchors, structural steel, masonry, water-resistive barrier coating, and outdoor lighting. GENERAL COMMENTS 1. Please provide on the site plan the distance from the building to the lot lines and/or adjacent buildings on the same lot, so that fire separation distance, rating of exterior walls, protection of openings and projections can be determined [2018 IBC Table 602 and Sec. 705]. ARCHITECTURAL COMMENTS General 1. Please indicate that the automatic fire sprinkler system [2018 IBC Sec. 903] and fire alarm system [2018 IBC Sec. 907] are to be provided as part of this project and are to be submitted as a separate permit (not a deferred submittal). 2. Please indicate on the cover that the wood “I” joists and racking system will be provided as part of deferred submittal and include the following notes: PER IBC Section 107.3.4 <Name of Registrant>, the registered design professional in charge shall be responsible for reviewing and coordinating submittal documents prepared by others, including phased and deferred submittal items, for compatibility with the design of the building. PER IBC Section 107.3.4.1 Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the Building Official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. 3. Note on the cover of the drawings that special inspection is required for earthwork, epoxy and expansion anchors, structural steel, masonry, water-resistive barrier coating and outdoor lighting. Also, provide City of Tucson special inspection certificate(s) with Parts A and B completed. Make sure that the owner or their legal representative signs the form. Sheet G000.1 1. It appears that the proposed addition to the existing unlimited area building does not maintain the requirement of a 60’ open space on all sides of the building. The northeast wall of this addition is approximately 30’ from the property line. The measurement shown on this sheet appears to justify the 60’ requirement with a 60’ radius at the corner of the building. The IBC specifies that the open space requirement shall be measured from the building perimeter to the closest interior lot line. Please revise accordingly. [Ref. IBC 2018 Sec. 507.4] Sheet G100.1 1. Please provide plumbing calculations for the proposed addition and where the existing bathrooms are located since new facilities are not provided to ensure distance and minimum fixture requirements are being met. [Ref. IBC 2018 Sec. 2902.1 & 2902.3.3] Sheet A101.1 1. Please provide an energy conservation compliance certificate for the building thermal envelope. [Ref. IECC Sec. C401] 2. Please provide the ESR report number for the EIFS system. [Ref. IBC 2018 Sec. 107.2.4] STRUCTURAL COMMENTS General 1. Please provide the referenced Geotechnical report by Smith & Annala Engineering Co. job no. 29.24.2557. Sheet S1.3.2 1. This sheet indicates special inspection requirements in Table 3 for concrete and steel. The concrete special inspection is not required due to the design strength of 2,500psi and the steel does not contain welding or high-strength bolts. Please clarify if special inspection is still wanted for concrete with a design strength of 2,500 psi and what steel special inspections are required. [Ref. IBC 2018 Sec. 1705] MECHANICAL COMMENTS General 1. Please provide an energy conservation compliance report for the mechanical system. [Ref. IECC 2018 C PLUMBING COMMENTS There are no comments. ELECTRICAL COMMENTS Sheet E601 1. The outdoor lighting calculations indicate that special inspection is not required. However, the lumens exceed 75% of the allowable. Please revise. [Ref. City of Tucson Outdoor Light Code Sec. 106.2] 2. Please indicate on the outdoor lighting calculations the lighting area for this project. [Ref. 2012 City of Tucson Outdoor Lighting Code Sec. 301] 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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| 07/08/2025 | Fire New Construction Standard | REQUIRES RESUBMIT | -Make correction to IFC, applicable codes, sheet G100.1. TFD/COT has adopted the 2024 IFC. -Resolve all building comments. john.vincent@tucsonaz.gov |
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| 06/17/2025 | PDSD Application Completeness Express | REVIEW COMPLETED |