Permit: TC-MDP-0325-00161
Permit Details
Status:
Inspections Complete
Type:
Model Building Permit
Address:
6129 E FALCONRY TR
Address NEW:
6129 E FALCONRY TR
Apply Date:
02/20/2025
Applicant:
Alonzo Martinez
Description:
Blackhawk H30M Model Plan (Model Master Plan TC-MDP-0823-01436)
Permit Reviews
Permit Number - TC-MDP-0325-00161
Permit Status: Inspections complete
Permit Description: Blackhawk H30M Model Plan (Model Master Plan TC-MDP-0823-01436)
| Start Date | Submittal | Complete Date | Status |
|---|---|---|---|
| 03/06/2025 | SITE FROM MODEL PERMIT - SUBDIVISION v.1 | 03/19/2025 | APPROVED |
| 06/25/2025 | BUILDING DEFERRED SUBMITTAL REVIEW v.1 | 06/25/2025 | REQUIRES RESUBMIT |
| 06/25/2025 | BUILDING DEFERRED SUBMITTAL REVIEW v.2 | 06/25/2025 | APPROVED |
Outstanding Activity Conditions
Permit Number - TC-MDP-0325-00161
Permit Status: Inspections complete
Permit Description: Blackhawk H30M Model Plan (Model Master Plan TC-MDP-0823-01436)
Total Outstanding Activity Conditions - 1
| Date | Name |
|---|---|
| 03/04/2025 | Sewer condition must be accepted and released by Pima County prior to issuance of a Temporary Certificate of Occupancy. For More Information visit https://www.pima.gov/1076/Sewer-Connection-Permits, To check your permit status https://permits.pima.gov/ |
Conditions
Permit Number - TC-MDP-0325-00161
Permit Status: Inspections complete
Permit Description: Blackhawk H30M Model Plan (Model Master Plan TC-MDP-0823-01436)
| Date | Description | Comments |
|---|---|---|
| 03/04/2025 | Contractor with active Arizona Contractor's License for specified scope of work, or a signed Owner Builder Affidavit https://www.tucsonaz.gov/files/sharedassets/public/v/1/pdsd/documents/permits/residential-permits/pdsd_owner_builder_affidavit_081623.pdf, is required prior to issuance of permit. Contractor or Owner must have a TDC Online account and be added to the permit as the correct contact type https://www.tucsonaz.gov/files/sharedassets/public/v/2/pdsd/documents/tdc-faq/new-pdfs/adding-additional-contacts.pdf. If you are providing an Owner Builder Affidavit, the owner MUST be attached as a contact on the permit. | |
| 03/04/2025 | Post-Tension Inspection Report is required. | |
| 03/04/2025 | Separate submittal to PC RWRD is required for new connections to sewer, new water meters and upsized water meters. For review and assessment: apply online at https://permits.pima.gov/ or contact us at sewer@pima.gov, (520) 724-9900. |
Outstanding Inspections
Permit Status: Inspections Complete
Permit Number: TC-MDP-0325-00161
Permite Description: Blackhawk H30M Model Plan (Model Master Plan TC-MDP-0823-01436)
Total Outstanding Inspections - 2
| Last Inspection Date | Description | Inspector | Results | Comments |
|---|---|---|---|---|
| 06/13/2025 | COT - RSBU - Residential Intermediate may include Framing, Electrical, Plumbing, HVAC and/or Mechanical work. Only one inspection may be attached for all trades for final rough-in. | N/A | Re-inspection required (with fee) | 6-13-25: seal penetration of t-ply on second floor throughout . Areas marked in red. |
| 06/23/2025 | COT - RSBU - Interior Shear Bracing | N/A | Not Ready |
Completed Inspections
Permit Status: Inspections Complete
Permit Number: TC-MDP-0325-00161
Permit Description: Blackhawk H30M Model Plan (Model Master Plan TC-MDP-0823-01436)
Total Completed Inspections - 21
| Date | Description | Inspector | Results | Comments |
|---|---|---|---|---|
| 05/05/2025 | BULD - Electrical Clearance | Passed | 5/5/24: TEP ECO | |
| 05/07/2025 | COT - RSPL - Yard Water Line | Passed | 5/5/25: Plumbing not per approved plans, Remove all debris from trench, backfill material shall be present on site at time of inspection. P2503.5.1 Rough plumbing 1. Water test. Each section shall be filled with water to a point not less than 5 feet (1524 mm) above the highest fitting connection in that section, or to the highest point in the completed system. Water shall be held in the section under test for a period of 15 minutes. The system shall prove leak free by visual inspection. P2604.1 Trenching and bedding. Where trenches are excavated such that the bottom of the trench forms the bed for the pipe, solid and continuous load-bearing support shall be provided between joints. Where over-excavated, the trench shall be backfilled to the proper grade with compacted earth, sand, fine gravel or similar granular material. Piping shall not be supported on rocks or blocks at any point. Rocky or unstable soil shall be over-excavated by two or more pipe diameters and brought to the proper grade with suitable compacted granular material. P2604.3 Backfilling. Backfill shall be free from discarded construction material and debris. Backfill shall be free from rocks, broken concrete and frozen chunks until the pipe is covered by not less than 12 inches (305 mm) of tamped earth. Backfill shall be placed evenly on both sides of the pipe and tamped to retain proper alignment. Loose earth shall be carefully placed in the trench in 6-inch (152 mm) layers and tamped in place. 5/7/25: APPROVED OK TO PROCEED. SHADING REQUIRED |
|
| 05/07/2025 | COT - RSPL - Rough Soil | Passed | 5/5/25: Plumbing not per approved plans, Remove all debris from trench, backfill material shall be present on site at time of inspection. P2503.5.1 Rough plumbing 1. Water test. Each section shall be filled with water to a point not less than 5 feet (1524 mm) above the highest fitting connection in that section, or to the highest point in the completed system. Water shall be held in the section under test for a period of 15 minutes. The system shall prove leak free by visual inspection. P2604.1 Trenching and bedding. Where trenches are excavated such that the bottom of the trench forms the bed for the pipe, solid and continuous load-bearing support shall be provided between joints. Where over-excavated, the trench shall be backfilled to the proper grade with compacted earth, sand, fine gravel or similar granular material. Piping shall not be supported on rocks or blocks at any point. Rocky or unstable soil shall be over-excavated by two or more pipe diameters and brought to the proper grade with suitable compacted granular material. P2604.3 Backfilling. Backfill shall be free from discarded construction material and debris. Backfill shall be free from rocks, broken concrete and frozen chunks until the pipe is covered by not less than 12 inches (305 mm) of tamped earth. Backfill shall be placed evenly on both sides of the pipe and tamped to retain proper alignment. Loose earth shall be carefully placed in the trench in 6-inch (152 mm) layers and tamped in place. 5/7/25: APPROVED OK TO PROCEED. SHADING REQUIRED |
|
| 05/07/2025 | COT - RSPL - Sewer | Passed | 5/5/25: Plumbing not per approved plans, Remove all debris from trench, backfill material shall be present on site at time of inspection. P2503.5.1 Rough plumbing 1. Water test. Each section shall be filled with water to a point not less than 5 feet (1524 mm) above the highest fitting connection in that section, or to the highest point in the completed system. Water shall be held in the section under test for a period of 15 minutes. The system shall prove leak free by visual inspection. P2604.1 Trenching and bedding. Where trenches are excavated such that the bottom of the trench forms the bed for the pipe, solid and continuous load-bearing support shall be provided between joints. Where over-excavated, the trench shall be backfilled to the proper grade with compacted earth, sand, fine gravel or similar granular material. Piping shall not be supported on rocks or blocks at any point. Rocky or unstable soil shall be over-excavated by two or more pipe diameters and brought to the proper grade with suitable compacted granular material. P2604.3 Backfilling. Backfill shall be free from discarded construction material and debris. Backfill shall be free from rocks, broken concrete and frozen chunks until the pipe is covered by not less than 12 inches (305 mm) of tamped earth. Backfill shall be placed evenly on both sides of the pipe and tamped to retain proper alignment. Loose earth shall be carefully placed in the trench in 6-inch (152 mm) layers and tamped in place. 5/7/25: APPROVED OK TO PROCEED. SHADING REQUIRED |
|
| 05/07/2025 | COT - RSEL - Electrical Underground | Passed | ||
| 05/16/2025 | COT - RSBU - Excavation/Rebar/Zoning | Passed | ||
| 05/16/2025 | COT - RSEL - Grounding/Bonding | Passed | ||
| 05/16/2025 | COT - RSBU - Preslab | Passed | ||
| 06/04/2025 | COT - RSBU - Exterior/Interior Clips/Sheathing/Framing | Passed | 6-4-25: exterior clips/sheathing approved. | |
| 06/06/2025 | COT - RSPL - Gas Pressure Test | Passed | 6-6-25: approved | |
| 06/13/2025 | COT - RSBU - Residential Intermediate may include Framing, Electrical, Plumbing, HVAC and/or Mechanical work. Only one inspection may be attached for all trades for final rough-in. | Passed | ||
| 06/23/2025 | COT - RSBU - Roof Nailing | Passed | 6/23/2026. Letter has been submitted to the Department on roof nailing inspection. Taking the full responsibility of the nailing pattern. | |
| 06/25/2025 | COT - RSBU - Interior Shear Bracing | Passed | ||
| 08/13/2025 | COT - RSEL - Electrical Final | Passed | ||
| 08/13/2025 | COT - RSEL - Outdoor Lighting | Passed | ||
| 08/13/2025 | COT - RSME - Mechanical Final | Passed | ||
| 08/13/2025 | COT - RSPL - Plumbing Final | Passed | ||
| 08/13/2025 | RSBU - Building Final | Passed | ||
| 08/13/2025 | RSBU - Building Progress | Passed | ||
| 08/22/2025 | COT - BULD - SWG Clearance | Passed | 8.8.25 SWG clearance approved 8/22/25: SWG clearance approved by Anthony Caballero |
|
| 09/24/2025 | ENGR Engineering Final | Passed | Site is complete in accordance with approved plans. |