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Permit #2026010984
Permit Details
Status: FINAL
| Parcel Id: 07-11-31-7063-00230-0160 |
| Block: 00230 |
| Subdivision: 2174 - SECTION 63-ZEBULAHS TRAIL |
| Job Phone: 386-931-9006 |
| Location Address: 13 ZIEGLER PL |
| Type: DR - DRIVEWAY |
| Issue Date: 02/18/2026 |
| NOC: Unknown |
| Applicant name: JOSE CARLOS AZEVEDO |
| Owner: EDGINGTON ROY & IRIS E H&W |
|
Address 13 ZIEGLER PLACE PALM COAST, FL 32164 |
| Lot: 0160 |
| Contracted Stated Job Value: ¤2,200.00 |
| Job Description: R+R Portion of Concrete Driveway |
| Type: CN |
Contractor
S & D CONSTRUCTION AND MAINTENANCE
| Status | Location Address | Phone |
| ACTIVE |
37 PRICE LANE PALM COAST, FL 32164 |
386-931-9006 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW - FINAL APRON (AFTER POUR) | 03/09/2026 | APPROVED | FSLADISH |
| Note: 3/7/26 AT THE TIME OF THE INSPECTION, ALL 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 9270 2/19/26 YOUR REBAR IS TOO THIN IN DIAMETER. #4 REBAR WITH A MINIMUM 1/2 IN DIAMETER IS REQUIRED. ***INSPECTORS NOTE. AT LEAST 24 INCHES OF #4 REBAR IS PLACED UNDER EACH END OF THE PIPE. PIPE SHOULD BE DUG OUT 6 INCHES DEEP BY 6 INCHES LONG UNDER EACH END OF THE PIPE. DRAWING #300.E RESIDENTIAL CULVERT DETAIL*** I WILL APPROVE THIS AS NOTED THATYOU WILL NEED TO USE THE CORRECT DIAMETER REBAR. I WILL INSPECT ON THE AFTER POR FOR CORRECT DIAMETER, MAKE SURE TO MAKE CORRECTION BEFORE POURING CONCRETE. PIPE INVERT IS GOOD AT THIS INSPECTION. BUILDER REFER TO CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED DOCUMENTATION OF THE ( FRC) CONTAINING THE FIBERGLASS MUST BE ATTACHED TO THE PERMIT PRIOR TO REQUESTING AN AFTER-POUR INSPECTION. 8.b. IF MESH OPTION IS USED, IT SHALL BE IN PLACE AT THE TIME OF THE PRE-POUR BEFORE POURING. . IF FIBERGLASS OPTION IS USED, BUILDER REQUIRED TO USE 3000 PSI CONCRETE AT THE TIME OF THE INSPECTION READY TO POUR,IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK SITE FOR ANY STANDING WATER. ALSO VERIFY PIPE ELEVATION HAS NOT CHANGED. NO EXPANSION JOINTS ALLOWED, AT THE TIME OF THIS INSPECTION ALL MINIMUM COPC REQUIREMENTS ARE MET. BUILDER TO BE HELD RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. | |||
| ROW - FINAL INSPECTION | 03/09/2026 | APPROVED | FSLADISH |
| Note: 3/7/26 AT THE TIME OF THE INSPECTION, ALL 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 9270 2/19/26 YOUR REBAR IS TOO THIN IN DIAMETER. #4 REBAR WITH A MINIMUM 1/2 IN DIAMETER IS REQUIRED. ***INSPECTORS NOTE. AT LEAST 24 INCHES OF #4 REBAR IS PLACED UNDER EACH END OF THE PIPE. PIPE SHOULD BE DUG OUT 6 INCHES DEEP BY 6 INCHES LONG UNDER EACH END OF THE PIPE. DRAWING #300.E RESIDENTIAL CULVERT DETAIL*** I WILL APPROVE THIS AS NOTED THATYOU WILL NEED TO USE THE CORRECT DIAMETER REBAR. I WILL INSPECT ON THE AFTER POR FOR CORRECT DIAMETER, MAKE SURE TO MAKE CORRECTION BEFORE POURING CONCRETE. PIPE INVERT IS GOOD AT THIS INSPECTION. BUILDER REFER TO CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED DOCUMENTATION OF THE ( FRC) CONTAINING THE FIBERGLASS MUST BE ATTACHED TO THE PERMIT PRIOR TO REQUESTING AN AFTER-POUR INSPECTION. 8.b. IF MESH OPTION IS USED, IT SHALL BE IN PLACE AT THE TIME OF THE PRE-POUR BEFORE POURING. . IF FIBERGLASS OPTION IS USED, BUILDER REQUIRED TO USE 3000 PSI CONCRETE AT THE TIME OF THE INSPECTION READY TO POUR,IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK SITE FOR ANY STANDING WATER. ALSO VERIFY PIPE ELEVATION HAS NOT CHANGED. NO EXPANSION JOINTS ALLOWED, AT THE TIME OF THIS INSPECTION ALL MINIMUM COPC REQUIREMENTS ARE MET. BUILDER TO BE HELD RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. | |||
| U -UTILITY RESIDENTIAL FINAL | 03/09/2026 | FINAL APPROVED | BWRIGHT |
| ROW- PRE-APRON (PRE-POUR) | 02/19/2026 | APPROVED - AS NOTED | FSLADISH |
| Note: 2/19/26 YOUR REBAR IS TOO THIN IN DIAMETER. #4 REBAR WITH A MINIMUM 1/2 IN DIAMETER IS REQUIRED. ***INSPECTORS NOTE. AT LEAST 24 INCHES OF #4 REBAR IS PLACED UNDER EACH END OF THE PIPE. PIPE SHOULD BE DUG OUT 6 INCHES DEEP BY 6 INCHES LONG UNDER EACH END OF THE PIPE. DRAWING #300.E RESIDENTIAL CULVERT DETAIL*** I WILL APPROVE THIS AS NOTED THATYOU WILL NEED TO USE THE CORRECT DIAMETER REBAR. I WILL INSPECT ON THE AFTER POR FOR CORRECT DIAMETER, MAKE SURE TO MAKE CORRECTION BEFORE POURING CONCRETE. PIPE INVERT IS GOOD AT THIS INSPECTION. BUILDER REFER TO CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED DOCUMENTATION OF THE ( FRC) CONTAINING THE FIBERGLASS MUST BE ATTACHED TO THE PERMIT PRIOR TO REQUESTING AN AFTER-POUR INSPECTION. 8.b. IF MESH OPTION IS USED, IT SHALL BE IN PLACE AT THE TIME OF THE PRE-POUR BEFORE POURING. . IF FIBERGLASS OPTION IS USED, BUILDER REQUIRED TO USE 3000 PSI CONCRETE AT THE TIME OF THE INSPECTION READY TO POUR,IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK SITE FOR ANY STANDING WATER. ALSO VERIFY PIPE ELEVATION HAS NOT CHANGED. NO EXPANSION JOINTS ALLOWED, AT THE TIME OF THIS INSPECTION ALL MINIMUM COPC REQUIREMENTS ARE MET. BUILDER TO BE HELD RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. |
Review History
| Department | Status | Date In | Date Out |
| SWALE | COMPLETE | 01/30/2026 | 02/03/2026 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 01/29/2026 | 02/04/2026 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| RSI | COMPLETE | 01/29/2026 | 02/02/2026 |
| Note: Released By: FRANK SLADISH - (386)871-6113 - FSLADISH@PALMCOASTGOV.COM | |||
| UTL | COMPLETE | 01/29/2026 | 01/29/2026 |
| Note: Released By: LARRY FITZGERALD - (386)286-2041 - LFITZGERALD@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 01/29/2026 | 01/29/2026 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 02/18/2026 |
| RSI DRIVEWAY AFTER POUR | ¤16.25 | 02/18/2026 |
| RSE DRIVE PRE POUR INSPECTION | ¤32.50 | 02/18/2026 |
| RSI ROW FINAL INSPECTION | ¤16.25 | 02/18/2026 |
| RSI SITE PLAN REVIEW | ¤16.25 | 02/18/2026 |
| SW ENG RES REVIEW 240 | ¤240.00 | 02/18/2026 |
| SITE PLAN 15 | ¤15.00 | 02/18/2026 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤366.25 |