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Permit #2025090529
Permit Details
Status: COED
| Parcel Id: 32-11-31-5390-00000-1350 |
| CONDITIONED SPACE: 1401 sqft |
| OPENED PORCH (WITH ROOF) : 71 sqft |
| GARAGE: 412 sqft |
| Total Square Footage: 1884 sqft |
| Subdivision: 2358 - SABAL PRESERVE AT TOWN CENTER |
| Job Phone: 904-540-7206 |
| Location Address: 11 SPARROW ST |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 09/26/2025 |
| NOC: RECORDED |
| Applicant name: JOHN RYAN O DOWD |
| Owner: STARLIGHT HOMES FLORIDA LLC |
|
Address 3820 MANSELL ROAD ALPHARETTA, GA 30022 |
|
Address SUITE 400 ALPHARETTA, GA 30022 |
| Lot: 135 |
| Contracted Stated Job Value: ¤103,620.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
STARLIGHT HOMES FLORIDA LLC
| Status | Location Address | Mailing Address | State License Number | Phone |
| ACTIVE |
1064 GREENWOOD BLVD LAKE MARY, FL 32746 |
STE 124 LAKE MARY, FL 32746 |
CGC1537818 (Exp: 08/31/2026) | 407-647-3700 |
Sub Contractors
DUSTIN L ESTEP
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
2041 N HIAWASSEE RD APOPKA, FL 32703 |
CCC1330971 (Exp: 08/31/2026) | 407-702-0206 | 352-988-6629 |
BRETT CHRISTIAN GIBSON
| Status | Location Address | State License Number | Phone |
| ACTIVE |
250 SEGOVIA RD ST AUGUSTINE, FL 32086 |
CAC1818423 (Exp: 08/31/2026) | 904-229-8131 |
MICHAEL CHARLES SCHWEITZER
| Status | Location Address | State License Number | Phone |
| ACTIVE |
815 HAINES STREET JACKSONVILLE , FL 32206 |
EC13013052 (Exp: 08/31/2026) | 904-367-2175 |
BRITT MICHAEL JENKINS
| Status | Location Address | State License Number | Phone |
| ACTIVE |
86 COLUMBIA DR POOLER, GA 31322 |
CFC1430770 (Exp: 08/31/2026) | 912-330-8151 |
Inspection History
| Type | Request Date | Result | Inspector |
| U -UTILITY RESIDENTIAL FINAL | 02/27/2026 | FINAL APPROVED | BHAINES |
| Note: Inspector Notes from Inspection 9035 No CC, IRR with reclaim. | |||
| WATER METER INSTALLATION REQUEST | 02/24/2026 | APPROVED | ISANDERSON |
| ROW - FINAL APRON (AFTER POUR) | 02/20/2026 | APPROVED | FSLADISH |
| Note: 2/20/26 YOUR SUBMITTED SURVEY MEETS THE COPC MINIMUM STANDARDS AT THE TIME OF THIS REVIEW. UPON WALKING THE PROPERTY DETERMINED THAT I WILL DEFER TO YOUR SUBMITTED SURVEY ELEVATIONS AS IT IS INCONCLUSIVE IN FIELD TO THE NAKED EYE WITH REGARD TO POSITIVE DRAINAGE FLOW. AT THE TIME OF THE INSPECTION, MINIMUM CITY REQUIREMENTS WERE MET. IT IS THE BUILDER'S AND/OR HOMEOWNER’S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. _______________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 2/20/26 YOUR SUBMITTED SURVEY MEETS THE COPC MINIMUM STANDARDS AT THE TIME OF THIS REVIEW. UPON WALKING THE PROPERTY DETERMINED THAT I WILL DEFER TO YOUR SUBMITTED SURVEY ELEVATIONS AS IT IS INCONCLUSIVE IN FIELD TO THE NAKED EYE WITH REGARD TO POSITIVE DRAINAGE FLOW. AT THE TIME OF THE INSPECTION, MINIMUM CITY REQUIREMENTS WERE MET. IT IS THE BUILDER'S AND/OR HOMEOWNER’S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 02/20/2026 | APPROVED | FSLADISH |
| Note: 2/20/26 YOUR SUBMITTED SURVEY MEETS THE COPC MINIMUM STANDARDS AT THE TIME OF THIS REVIEW. 1/30/2026 - PREVIOUS INSPECTION NOTES 01-30-26 TPOLACEK*** THE MOST RECENT UPLOADED FINAL SURVEY LGC INDICATES IN THE REAR OF STRUCTURE AGAINST THE CORNERS IS LOWER THAN THE 1ST SHOT OFF THE REAR. THE 2ND SHOT IS ONLY .20 LOWER AND THE 3RD SHOT IS ONLY .30 , THE REAR PROPERTY LINE IS ONLY .10 HIGHER THAN THE LOWEST SHOT IN THE REAR DRAINAGE CONVEYANCE. PLEASE READ CODES • The top of slope of swales along the property lines shall be a minimum of 0.30 of a foot higher than the toe of slope. 1 Drainage from the structure is to be a 6-inch (5%) Residential, Chapter 4, R401.3 "Drainage from the structure is to be a 6-inch (5%) minimum slope for the first 10 FT E.Florida Building Code, Residential, Chapter 4, R401.3" 1/15/2026 - PREVIOUS INSPECTION NOTES ** 01/15/25 BUILDER IS REQUIRED TO BE 6 INCHES BELOW FINISHED FLOOR UP AGAINAST THE STRUCTURE ** Chapter 4, R404.1.6- Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. (D) ** YOUR HIGH POINT IN REAR NEEDS TO BE ON REAR PROPERTY LINE AS INDICATED ON YOUR PROPOSED LOT GRADING PLAN ALLOWING THIS PROPERTY TO DRAIN FROM THE REAR TO THE FRONT AND NOT DUMPING YOUR WATER TO THE REAR ___________________________________________________________________________________________________________________________ 1/9/2026 - PREVIOUS INSPECTION NOTES 01-09-26 TPOLACEK** REAR YARD DRAINAGE MUST FLOW TO THE FRONT AS REQUIRED WITH TYPE A DRAINAGE. THE ELEVATION SHOTS ON LGC INDICATE DRAINAGE WILL FLOW FROM THE REAR OF THE STRUCTURE ACROSS THE REAR PROPERTY LINE. SEE ATTACHED PHOTO. IF FIELD CONDITIONS ARE NOT CAPTURED ON SURVEY PLEASE REFER BACK TO SURVEY COMPANY TO CAPTURE REQUIRED SHOTS | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 02/20/2026 | APPROVED - AS NOTED | FSLADISH |
| Note: 2/20/26 YOUR SUBMITTED SURVEY MEETS THE COPC MINIMUM STANDARDS AT THE TIME OF THIS REVIEW. UPON WALKING THE PROPERTY DETERMINED THAT I WILL DEFER TO YOUR SUBMITTED SURVEY ELEVATIONS AS IT IS INCONCLUSIVE IN FIELD TO THE NAKED EYE WITH REGARD TO POSITIVE DRAINAGE FLOW. AT THE TIME OF THE INSPECTION, MINIMUM CITY REQUIREMENTS WERE MET. IT IS THE BUILDER'S AND/OR HOMEOWNER’S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. | |||
| ROW - FINAL INSPECTION | 02/20/2026 | APPROVED | FSLADISH |
| Note: 2/20/26 YOUR SUBMITTED SURVEY MEETS THE COPC MINIMUM STANDARDS AT THE TIME OF THIS REVIEW. UPON WALKING THE PROPERTY DETERMINED THAT I WILL DEFER TO YOUR SUBMITTED SURVEY ELEVATIONS AS IT IS INCONCLUSIVE IN FIELD TO THE NAKED EYE WITH REGARD TO POSITIVE DRAINAGE FLOW. AT THE TIME OF THE INSPECTION, MINIMUM CITY REQUIREMENTS WERE MET. IT IS THE BUILDER'S AND/OR HOMEOWNER’S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 01/30/2026 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 01-30-26 TPOLACEK*** THE MOST RECENT UPLOADED FINAL SURVEY LGC INDICATES IN THE REAR OF STRUCTURE AGAINST THE CORNERS IS LOWER THAN THE 1ST SHOT OFF THE REAR. THE 2ND SHOT IS ONLY .20 LOWER AND THE 3RD SHOT IS ONLY .30 , THE REAR PROPERTY LINE IS ONLY .10 HIGHER THAN THE LOWEST SHOT IN THE REAR DRAINAGE CONVEYANCE. PLEASE READ CODES • The top of slope of swales along the property lines shall be a minimum of 0.30 of a foot higher than the toe of slope. 1 Drainage from the structure is to be a 6-inch (5%) Residential, Chapter 4, R401.3 "Drainage from the structure is to be a 6-inch (5%) minimum slope for the first 10 FT E.Florida Building Code, Residential, Chapter 4, R401.3" 1/15/2026 - PREVIOUS INSPECTION NOTES ** 01/15/25 BUILDER IS REQUIRED TO BE 6 INCHES BELOW FINISHED FLOOR UP AGAINAST THE STRUCTURE ** Chapter 4, R404.1.6- Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. (D) ** YOUR HIGH POINT IN REAR NEEDS TO BE ON REAR PROPERTY LINE AS INDICATED ON YOUR PROPOSED LOT GRADING PLAN ALLOWING THIS PROPERTY TO DRAIN FROM THE REAR TO THE FRONT AND NOT DUMPING YOUR WATER TO THE REAR ___________________________________________________________________________________________________________________________ 1/9/2026 - PREVIOUS INSPECTION NOTES 01-09-26 TPOLACEK** REAR YARD DRAINAGE MUST FLOW TO THE FRONT AS REQUIRED WITH TYPE A DRAINAGE. THE ELEVATION SHOTS ON LGC INDICATE DRAINAGE WILL FLOW FROM THE REAR OF THE STRUCTURE ACROSS THE REAR PROPERTY LINE. SEE ATTACHED PHOTO. IF FIELD CONDITIONS ARE NOT CAPTURED ON SURVEY PLEASE REFER BACK TO SURVEY COMPANY TO CAPTURE REQUIRED SHOTS | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 01/15/2026 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 01/15/25 BUILDER IS REQUIRED TO BE 6 INCHES BELOW FINISHED FLOOR UP AGAINAST THE STRUCTURE ** Chapter 4, R404.1.6- Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. (D) ** YOUR HIGH POINT IN REAR NEEDS TO BE ON REAR PROPERTY LINE AS INDICATED ON YOUR PROPOSED LOT GRADING PLAN ALLOWING THIS PROPERTY TO DRAIN FROM THE REAR TO THE FRONT AND NOT DUMPING YOUR WATER TO THE REAR ___________________________________________________________________________________________________________________________ 1/9/2026 - PREVIOUS INSPECTION NOTES 01-09-26 TPOLACEK** REAR YARD DRAINAGE MUST FLOW TO THE FRONT AS REQUIRED WITH TYPE A DRAINAGE. THE ELEVATION SHOTS ON LGC INDICATE DRAINAGE WILL FLOW FROM THE REAR OF THE STRUCTURE ACROSS THE REAR PROPERTY LINE. SEE ATTACHED PHOTO. IF FIELD CONDITIONS ARE NOT CAPTURED ON SURVEY PLEASE REFER BACK TO SURVEY COMPANY TO CAPTURE REQUIRED SHOTS | |||
| U-CROSS CONNECTION | 01/15/2026 | APPROVED - AS NOTED | BHAINES |
| Note: No CC, IRR with reclaim. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 01/09/2026 | Disapproved - NO FEE | TPOLACEK |
| Note: 01-09-26 TPOLACEK** REAR YARD DRAINAGE MUST FLOW TO THE FRONT AS REQUIRED WITH TYPE A DRAINAGE. THE ELEVATION SHOTS ON LGC INDICATE DRAINAGE WILL FLOW FROM THE REAR OF THE STRUCTURE ACROSS THE REAR PROPERTY LINE. SEE ATTACHED PHOTO. IF FIELD CONDITIONS ARE NOT CAPTURED ON SURVEY PLEASE REFER BACK TO SURVEY COMPANY TO CAPTURE REQUIRED SHOTS | |||
| BLD - BUILDING FINAL | 12/17/2025 | FINAL APPROVED | MCONTRYMAN |
| ELECTRIC - EARLY POWER | 12/02/2025 | APPROVED | MCONTRYMAN |
| Note: Inspector Notes from Inspection 2200 10/17/25 Email sent to FPL | |||
| ROW- PRE-APRON (PRE-POUR) | 11/17/2025 | APPROVED | TPOLACEK |
| Note: AT THE TIME OF THE INSPECTION READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK ELEVATIONS MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. . TICKET OF CONCRETE MIX DESIGN SHALL BE UPLOADED INTO PERMIT PORTAL. 8.a. IF FIBERGLASS OPTION IS USED, IN THE UPCOMING MONTHS THE DOCUMENTATION OF THE ( FRC) CONTAINING THE FIBERGLASS WILL BE REQUIRED TO BE ATTACHED TO THE PERMIT PRIOR TO REQUESTING AN AFTER-POUR INSPECTION. YOU WILL RECEIVE A NEWS BLAST WHEN THIS BECOMES NECESSARY. | |||
| INSULATION | 10/31/2025 | APPROVED | CVANSTRAHLEN |
| LATH/BRICK/ WATER BARRIER | 10/31/2025 | APPROVED | CVANSTRAHLEN |
| ALL ROUGH | 10/29/2025 | APPROVED | MCONTRYMAN |
| ROOF VALLEY & METAL | 10/24/2025 | APPROVED | MCONTRYMAN |
| WALL SHEATHING | 10/17/2025 | APPROVED | MCONTRYMAN |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 10/17/2025 | APPROVED - AS NOTED | MCONTRYMAN |
| Note: 10/17/25 Will check at next inspection 1. Mising SDWC on 2x4s for rear girder (highlighted) | |||
| ELECTRIC-TUG | 10/17/2025 | APPROVED - AS NOTED | MCONTRYMAN |
| Note: 10/17/25 Email sent to FPL | |||
| SEWER TIE IN | 10/14/2025 | APPROVED | MGIBSON |
| Note: Inspector Notes from Inspection 2075 New inspection due to canceled inspection Inspector Notes from Inspection 2060 THIS WAS APPROVED ON 10/7/25 GRAVITY SEWER WILL BE CALLED IN BY C/M | |||
| GRAVITY SEWER TEST | 10/08/2025 | APPROVED - AS NOTED | MGIBSON |
| Note: New inspection due to canceled inspection Inspector Notes from Inspection 2060 THIS WAS APPROVED ON 10/7/25 GRAVITY SEWER WILL BE CALLED IN BY C/M | |||
| MONOLITHIC SLAB | 10/07/2025 | APPROVED | CVANSTRAHLEN |
| GRAVITY SEWER TEST | 10/07/2025 | CANCELLED BY APPLICANT | WEB |
| Note: Inspector Notes from Inspection 2060 GRAVITY SEWER WILL BE CALLED IN BY C/M | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 10/06/2025 | APPROVED - AS NOTED | MGIBSON |
| Note: GRAVITY SEWER WILL BE CALLED IN BY C/M | |||
| GRAVITY SEWER TEST | 10/06/2025 | CANCELLED BY APPLICANT | WEB |
| SEWER TIE IN | 10/06/2025 | CANCELLED BY APPLICANT | WEB |
| FORMBOARD SURVEY (OFFICE USE ONLY) | 10/02/2025 | APPROVED | RRICKS |
Review History
| Department | Status | Date In | Date Out |
| SW1 | COMPLETE | 02/26/2026 | 02/26/2026 |
| Note: Released By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 01/29/2026 | 02/02/2026 |
| Note: Held By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM Make revisions per comments by inspector. | |||
| SW1 | HOLD | 01/20/2026 | 01/26/2026 |
| Note: Held By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM Final Survey and Final Lot Grading Certification shall be submitted as one document. | |||
| SW1 | COMPLETE | 10/01/2025 | 10/02/2025 |
| Note: Released By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 10/01/2025 | 10/01/2025 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| BADMIN | INFORMATION | 09/29/2025 | 09/29/2025 |
| Note: Marked INFORMATION By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM NOC has not been recorded | |||
| SW1 | COMPLETE | 09/26/2025 | 09/26/2025 |
| Note: Released By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 09/22/2025 | 09/22/2025 |
| Note: Held By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM STILL NEED TO HAVE .30 FROM THE DRAINAGE PATTERN TO THE ELEVATIONS ON THE BACK PROPERTY LINE SO WATER WILL NOT CONTINUE TO FLOW TO THE ADJACENT LOT BEHIND THIS LOT. | |||
| ENGIN1 | COMPLETE | 09/22/2025 | 09/22/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 09/12/2025 | 09/18/2025 |
| Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM | |||
| CUSVC | COMPLETE | 09/12/2025 | 09/22/2025 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 09/12/2025 | 09/15/2025 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 09/12/2025 | 09/15/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 09/12/2025 | 09/15/2025 |
| LOCATE | COMPLETE | 09/12/2025 | 09/19/2025 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 09/12/2025 | 09/15/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 09/12/2025 | 09/16/2025 |
| Note: Held By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM Please adjust rear yard drainage pattern so there is a minimum of 0.3' fall to the drainage conveyance swale. | |||
| ZON | COMPLETE | 09/12/2025 | 09/15/2025 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| URB | COMPLETE | 09/12/2025 | 09/17/2025 |
| Note: Released By: JOHN BEAUDET - (386)986-2456 - JBEAUDET@PALMCOASTGOV.COM |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| RSI REINSPECTION 1 | ¤35.00 | 03/03/2026 |
| RSI REINSPECTION 1 | ¤35.00 | 03/03/2026 |
| SURCHARGE FS 533.721 | ¤8.72 | 09/26/2025 |
| SURCHARGE - FS 468.631 | ¤13.08 | 09/26/2025 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 09/26/2025 |
| SW ENG INSPECTION 80 | ¤80.00 | 09/26/2025 |
| SW ENG PRE APRON | ¤30.00 | 09/26/2025 |
| SW ENG - REVIEW 20 | ¤20.00 | 09/26/2025 |
| WASTEWATER PERM INSPECTION | ¤80.00 | 09/26/2025 |
| WASTEWATER PERM REVIEW | ¤25.00 | 09/26/2025 |
| SEWER CAPITAL FACILITY | ¤3,725.72 | 09/26/2025 |
| WATER CAPITAL FACILITY FEE | ¤3,149.89 | 09/26/2025 |
| WATER PERMIT REVIEW | ¤25.00 | 09/26/2025 |
| SITE PLAN 30 | ¤30.00 | 09/26/2025 |
| WATER-METER | ¤874.47 | 09/26/2025 |
| WATER- TURN ON | ¤50.00 | 09/26/2025 |
| ADJUSTMENT 10% | (¤96.90) | 09/26/2025 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 09/26/2025 |
| INSPECTION - RESIDENTIAL | ¤731.50 | 09/26/2025 |
| PLAN REVIEW - RESIDENTIAL | ¤207.48 | 09/26/2025 |
| FC IMPACT FEE EMS | ¤62.00 | 09/26/2025 |
| IMPACT FEE FIRE | ¤434.51 | 09/26/2025 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 09/26/2025 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 09/26/2025 |
| IMPACT FEE PARKS | ¤1,828.01 | 09/26/2025 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 09/26/2025 |
| IMPACT FEE TRANSPORTATION | ¤3,502.00 | 09/26/2025 |
| WATER METER W/OUT TAP | ¤965.03 | 09/26/2025 |
| RECLAIM WATER PERMIT INSPECTIO | ¤40.00 | 09/26/2025 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤21,841.51 |