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Permit Number: TC-COM-0525-01008
Parcel: 11105030F

Review Status: Requires Resubmit

Review Details: COMMERCIAL REVIEW - FULL v.1

Permit Number - TC-COM-0525-01008
Review Name: COMMERCIAL REVIEW - FULL v.1
Review Status: Requires Resubmit
Review Date Reviewer's Name Type of Review Description Status Comments
06/02/2025 Outdoor Lighting Standard APPROVED
06/09/2025 Water - PDSD Standard APPROVED
06/20/2025 Bldg Permits - Post Review Express PENDING ASSIGNMENT
06/06/2025 Commercial Building Standard REQUIRES RESUBMIT June 5, 2025
1st Review

Seaver Franks Architects
Attn: Nurlan Herberger
2552 N. Alvernon Way
Tucson, Arizona 85712

Re: OUR LADY OF LA VANG
SANCTUARY ADDITION

City of Tucson Permit Number: TC-COM-0525-01008
Stantec Project Number: 185215066
Stantec File Number: TUC-25-058

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
A-3 II-B 8,830 278 Yes Yes
Separate Permits: Automatic fire sprinklers, and fire alarm.
Deferred Submittals: Wood I Joists.
Special Inspections: Earthwork, concrete, epoxy and expansion anchors, field welding, masonry and outdoor lighting.

ARCHITECTURAL COMMENTS

General

1. Provide on the site plan the following information:
a. 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].
b. The buildings finish floor elevation(s) [2018 IPC Sec. 714].
c. On-site private water line(s), including domestic, fire, and irrigation, from the building to the public utility meter(s), including any required backflow prevention [2018 IPC Sec. 608].
d. On-site private sewer line(s) from the building to the public sewer, including the rim height of the upstream manhole in the private and public sewer lines [2018 IBC Sec. 714].

2. Note on the cover of the drawings that special inspection is required for concrete. 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 A2.0

1. Please provide the R-Value for the rigid insulation indicated in the thermal envelope of the new construction and clarify the type of rigid insulation being used (i.e. EPS, XPS, Poly, etc.). [Ref. IECC 2018 Sec. C402.1.3]

2. Please provide the ESR report number for the EIFS. [Ref. IBC 2018 Sec. 107.2.4]

Sheet A12

1. Please provide the solar heat-gain coefficient and U-Factors for all windows in the building envelope of the new construction. [Ref. IECC 2018 Sec. 402.4]

STRUCTURAL COMMENTS

Sheet S0.1

1. Please include special inspection for concrete strength on the special inspections section of this sheet as the design strength is 3,000 psi. [Ref. IBC 2018 Sec. 1705.3]

Sheet S1.1

1. The Foundation Plan is missing a footing mark at the new footing on the south of the building. Please provide.

2. The calculations appear to conflict the structural plans. The calculations indicate that Footings F2 and F3 require #5 rebar but Detail 14 in the plans that corresponds to these footing locations detailed in the calculations indicate #4 rebar. Please clarify and revise.

Sheet S3.1

1. The Roof Framing Plan indicates at the location for the mini-split condensing unit a weight of 50lbs. According to the Mechanical Plans the mini-split condensing unit will weigh 200lbs. Please coordinate and revise accordingly.

MECHANICAL COMMENTS

There are no comments.

PLUMBING COMMENTS

There are no comments.

ELECTRICAL COMMENTS

General

1. Please provide on the plans complete outdoor lighting calculations showing compliance with the 2012 City of Tucson/Pima County Outdoor Lighting Code (OLC) on the plans which include the following information:
a. Each exterior luminaire type with the lumens for that type, the quantity of each type and whether the luminaire is full cut-off or unshielded, and the color rendition (i.e. not to exceed 3500K).
b. The total of full cut-off and unshielded lumens for the parcel.
c. A statement of the lighting area, the size of the permitted parcel, and the maximum allowed full cut-off and unshielded lumens.
d. A statement that special inspection is required (or is not required) per Sec. 104.2.2.


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
06/06/2025 Commercial Electrical Standard REQUIRES RESUBMIT June 5, 2025
1st Review

Seaver Franks Architects
Attn: Nurlan Herberger
2552 N. Alvernon Way
Tucson, Arizona 85712

Re: OUR LADY OF LA VANG
SANCTUARY ADDITION

City of Tucson Permit Number: TC-COM-0525-01008
Stantec Project Number: 185215066
Stantec File Number: TUC-25-058

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
A-3 II-B 8,830 278 Yes Yes
Separate Permits: Automatic fire sprinklers, and fire alarm.
Deferred Submittals: Wood I Joists.
Special Inspections: Earthwork, concrete, epoxy and expansion anchors, field welding, masonry and outdoor lighting.

ARCHITECTURAL COMMENTS

General

1. Provide on the site plan the following information:
a. 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].
b. The buildings finish floor elevation(s) [2018 IPC Sec. 714].
c. On-site private water line(s), including domestic, fire, and irrigation, from the building to the public utility meter(s), including any required backflow prevention [2018 IPC Sec. 608].
d. On-site private sewer line(s) from the building to the public sewer, including the rim height of the upstream manhole in the private and public sewer lines [2018 IBC Sec. 714].

2. Note on the cover of the drawings that special inspection is required for concrete. 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 A2.0

1. Please provide the R-Value for the rigid insulation indicated in the thermal envelope of the new construction and clarify the type of rigid insulation being used (i.e. EPS, XPS, Poly, etc.). [Ref. IECC 2018 Sec. C402.1.3]

2. Please provide the ESR report number for the EIFS. [Ref. IBC 2018 Sec. 107.2.4]

Sheet A12

1. Please provide the solar heat-gain coefficient and U-Factors for all windows in the building envelope of the new construction. [Ref. IECC 2018 Sec. 402.4]

STRUCTURAL COMMENTS

Sheet S0.1

1. Please include special inspection for concrete strength on the special inspections section of this sheet as the design strength is 3,000 psi. [Ref. IBC 2018 Sec. 1705.3]

Sheet S1.1

1. The Foundation Plan is missing a footing mark at the new footing on the south of the building. Please provide.

2. The calculations appear to conflict the structural plans. The calculations indicate that Footings F2 and F3 require #5 rebar but Detail 14 in the plans that corresponds to these footing locations detailed in the calculations indicate #4 rebar. Please clarify and revise.

Sheet S3.1

1. The Roof Framing Plan indicates at the location for the mini-split condensing unit a weight of 50lbs. According to the Mechanical Plans the mini-split condensing unit will weigh 200lbs. Please coordinate and revise accordingly.

MECHANICAL COMMENTS

There are no comments.

PLUMBING COMMENTS

There are no comments.

ELECTRICAL COMMENTS

General

1. Please provide on the plans complete outdoor lighting calculations showing compliance with the 2012 City of Tucson/Pima County Outdoor Lighting Code (OLC) on the plans which include the following information:
a. Each exterior luminaire type with the lumens for that type, the quantity of each type and whether the luminaire is full cut-off or unshielded, and the color rendition (i.e. not to exceed 3500K).
b. The total of full cut-off and unshielded lumens for the parcel.
c. A statement of the lighting area, the size of the permitted parcel, and the maximum allowed full cut-off and unshielded lumens.
d. A statement that special inspection is required (or is not required) per Sec. 104.2.2.


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
06/06/2025 Commercial Mechanical Standard REQUIRES RESUBMIT June 5, 2025
1st Review

Seaver Franks Architects
Attn: Nurlan Herberger
2552 N. Alvernon Way
Tucson, Arizona 85712

Re: OUR LADY OF LA VANG
SANCTUARY ADDITION

City of Tucson Permit Number: TC-COM-0525-01008
Stantec Project Number: 185215066
Stantec File Number: TUC-25-058

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
A-3 II-B 8,830 278 Yes Yes
Separate Permits: Automatic fire sprinklers, and fire alarm.
Deferred Submittals: Wood I Joists.
Special Inspections: Earthwork, concrete, epoxy and expansion anchors, field welding, masonry and outdoor lighting.

ARCHITECTURAL COMMENTS

General

1. Provide on the site plan the following information:
a. 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].
b. The buildings finish floor elevation(s) [2018 IPC Sec. 714].
c. On-site private water line(s), including domestic, fire, and irrigation, from the building to the public utility meter(s), including any required backflow prevention [2018 IPC Sec. 608].
d. On-site private sewer line(s) from the building to the public sewer, including the rim height of the upstream manhole in the private and public sewer lines [2018 IBC Sec. 714].

2. Note on the cover of the drawings that special inspection is required for concrete. 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 A2.0

1. Please provide the R-Value for the rigid insulation indicated in the thermal envelope of the new construction and clarify the type of rigid insulation being used (i.e. EPS, XPS, Poly, etc.). [Ref. IECC 2018 Sec. C402.1.3]

2. Please provide the ESR report number for the EIFS. [Ref. IBC 2018 Sec. 107.2.4]

Sheet A12

1. Please provide the solar heat-gain coefficient and U-Factors for all windows in the building envelope of the new construction. [Ref. IECC 2018 Sec. 402.4]

STRUCTURAL COMMENTS

Sheet S0.1

1. Please include special inspection for concrete strength on the special inspections section of this sheet as the design strength is 3,000 psi. [Ref. IBC 2018 Sec. 1705.3]

Sheet S1.1

1. The Foundation Plan is missing a footing mark at the new footing on the south of the building. Please provide.

2. The calculations appear to conflict the structural plans. The calculations indicate that Footings F2 and F3 require #5 rebar but Detail 14 in the plans that corresponds to these footing locations detailed in the calculations indicate #4 rebar. Please clarify and revise.

Sheet S3.1

1. The Roof Framing Plan indicates at the location for the mini-split condensing unit a weight of 50lbs. According to the Mechanical Plans the mini-split condensing unit will weigh 200lbs. Please coordinate and revise accordingly.

MECHANICAL COMMENTS

There are no comments.

PLUMBING COMMENTS

There are no comments.

ELECTRICAL COMMENTS

General

1. Please provide on the plans complete outdoor lighting calculations showing compliance with the 2012 City of Tucson/Pima County Outdoor Lighting Code (OLC) on the plans which include the following information:
a. Each exterior luminaire type with the lumens for that type, the quantity of each type and whether the luminaire is full cut-off or unshielded, and the color rendition (i.e. not to exceed 3500K).
b. The total of full cut-off and unshielded lumens for the parcel.
c. A statement of the lighting area, the size of the permitted parcel, and the maximum allowed full cut-off and unshielded lumens.
d. A statement that special inspection is required (or is not required) per Sec. 104.2.2.


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
06/06/2025 Commercial Plumbing Standard REQUIRES RESUBMIT June 5, 2025
1st Review

Seaver Franks Architects
Attn: Nurlan Herberger
2552 N. Alvernon Way
Tucson, Arizona 85712

Re: OUR LADY OF LA VANG
SANCTUARY ADDITION

City of Tucson Permit Number: TC-COM-0525-01008
Stantec Project Number: 185215066
Stantec File Number: TUC-25-058

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
A-3 II-B 8,830 278 Yes Yes
Separate Permits: Automatic fire sprinklers, and fire alarm.
Deferred Submittals: Wood I Joists.
Special Inspections: Earthwork, concrete, epoxy and expansion anchors, field welding, masonry and outdoor lighting.

ARCHITECTURAL COMMENTS

General

1. Provide on the site plan the following information:
a. 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].
b. The buildings finish floor elevation(s) [2018 IPC Sec. 714].
c. On-site private water line(s), including domestic, fire, and irrigation, from the building to the public utility meter(s), including any required backflow prevention [2018 IPC Sec. 608].
d. On-site private sewer line(s) from the building to the public sewer, including the rim height of the upstream manhole in the private and public sewer lines [2018 IBC Sec. 714].

2. Note on the cover of the drawings that special inspection is required for concrete. 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 A2.0

1. Please provide the R-Value for the rigid insulation indicated in the thermal envelope of the new construction and clarify the type of rigid insulation being used (i.e. EPS, XPS, Poly, etc.). [Ref. IECC 2018 Sec. C402.1.3]

2. Please provide the ESR report number for the EIFS. [Ref. IBC 2018 Sec. 107.2.4]

Sheet A12

1. Please provide the solar heat-gain coefficient and U-Factors for all windows in the building envelope of the new construction. [Ref. IECC 2018 Sec. 402.4]

STRUCTURAL COMMENTS

Sheet S0.1

1. Please include special inspection for concrete strength on the special inspections section of this sheet as the design strength is 3,000 psi. [Ref. IBC 2018 Sec. 1705.3]

Sheet S1.1

1. The Foundation Plan is missing a footing mark at the new footing on the south of the building. Please provide.

2. The calculations appear to conflict the structural plans. The calculations indicate that Footings F2 and F3 require #5 rebar but Detail 14 in the plans that corresponds to these footing locations detailed in the calculations indicate #4 rebar. Please clarify and revise.

Sheet S3.1

1. The Roof Framing Plan indicates at the location for the mini-split condensing unit a weight of 50lbs. According to the Mechanical Plans the mini-split condensing unit will weigh 200lbs. Please coordinate and revise accordingly.

MECHANICAL COMMENTS

There are no comments.

PLUMBING COMMENTS

There are no comments.

ELECTRICAL COMMENTS

General

1. Please provide on the plans complete outdoor lighting calculations showing compliance with the 2012 City of Tucson/Pima County Outdoor Lighting Code (OLC) on the plans which include the following information:
a. Each exterior luminaire type with the lumens for that type, the quantity of each type and whether the luminaire is full cut-off or unshielded, and the color rendition (i.e. not to exceed 3500K).
b. The total of full cut-off and unshielded lumens for the parcel.
c. A statement of the lighting area, the size of the permitted parcel, and the maximum allowed full cut-off and unshielded lumens.
d. A statement that special inspection is required (or is not required) per Sec. 104.2.2.


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
06/20/2025 Site Engineering Standard REQUIRES RESUBMIT TC-COM-0525-01008
3201 E PRESIDIO RD
Site Engineering Comments are as follows:
1. Site Engineering has reviewed the building plans for compliance with Development Package (DP) TD-DEV-0425-00119, and although it appears that the plans match, permit TC-COM-0525-01008 can not be approved until the DP is approved and issued by all review agencies.
2. As this site is within a regulated floodplain a floodplain use (FPU) permit will be required for the proposed work.
NOTE: Please start a new FUP at our permit application web page: https://tdc-online.tucsonaz.gov/#/home

Marco.contreras@tucsonaz.gov
06/11/2025 Site Zoning Standard REQUIRES RESUBMIT FROM: PDSD Zoning Review Section

PROJECT: TC-COM-0525-01008 - TD-DEV-0425-00119
Our Lady of La Vange – Sanctuary Expansion
3201 E. Presidio Rd. – R-2/C-1
Religious Use (1st Review)

TRANSMITTAL DATE: ‎June 11, 2025

Provide a detailed response letter with your next submittal that clearly shows how you have addressed all Zoning comments.

This site is located in the R-2 & C-1 zone (UDC 4.7.9 & 4.7.20). Religious Use is a permitted use in the zones (UDC Table 4.8-2 & 4.8-4), subject to Use Specific Standard 4.9.13.O.

1. Zoning has reviewed the building plans for compliance with development package (DP) TD-DEV-0425-00119 and although the plans appear to be in compliance until the following comment is addressed and the DP is approved by all review agencies Zoning cannot approve the building permit.

COMMENTS: the following comments are relative to an application for Architectural Documentation prior to demolition of historic buildings (UDC 3.12.1).

2. The Pima County Assessor’s effective construction date for your building or structure is 1960. The actual construction date may be earlier.
Buildings, portions of buildings or structures that are 50 years of age or older must be architecturally documented prior to demolition. Documentation will be reviewed and approved by the Historic Preservation Office before a permit is issued.
Demolition (Historic and Older Structures) Application and General Information may be downloaded (PDF) at https://www.tucsonaz.gov/files/sharedassets/public/v/1/pdsd/documents/planning-amp-zoning/historic_demolition_application_form.pdf
Submit completed documentation under the permit number via TDC Online. Applicant will be contacted within 5 working days if additional materials are required for review.

The Unified Development Code (UDC) can be found at: https://www.tucsonaz.gov/Departments/Planning-Development-Services/Codes/Zoning-Code.

If you have any questions about this transmittal, please contact Zone1.desk@tucsonaz.gov.
06/02/2025 Fire New Construction Standard REVIEW COMPLETED When submitting Fire Alarms plans for permit, provide total occupant load including additions for proper review.
05/20/2025 PDSD Application Completeness Express REVIEW COMPLETED