I want to search for...
Permit #2025070587
Permit Details
Status: COED
| Parcel Id: 42-10-30-3210-00000-0220 |
| CONDITIONED SPACE: 3107 sqft |
| GARAGE: 799 sqft |
| OPENED PORCH (WITH ROOF) : 542 sqft |
| Total Square Footage: 4448 sqft |
| Block: 00000 |
| Subdivision: - |
| Job Phone: 386-236-4133 |
| Location Address: 233 CONSERVATORY DR |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 08/28/2025 |
| NOC: RECORDED |
| Applicant name: LEONARDO CIRO SANCLEMENTE |
| Owner: VOLUSIA RESIDENTIAL CONSTRUCTION LLC |
|
Address 2379 BEVILLE ROAD DAYTONA BEACH, FL 32119 |
| Lot: 0220 |
| Contracted Stated Job Value: ¤341,612.00 |
| Job Description: SINGLE FAMILY RESIDENCE. |
| Type: CN |
Contractor
VOLUSIA RESIDENTIAL CONSTRUCTION, LLC
| Status | Location Address | State License Number | Phone |
| ACTIVE |
2379 BEVILLE RD DAYTONA BEACH, FL 32119 |
CBC1262114 (Exp: 08/31/2026) | 386-236-4133 |
Sub Contractors
TIMUR ISPARYAN
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
3665 SPRINK PARK ROAD JACKSONVILLE , FL 32207 |
CMC1249968 (Exp: 08/31/2026) | 904-245-1818 | 904-337-1910 |
STEPHEN COURTEAUX
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
85 North Yonge Street Ormond Beach, FL 32174 |
EC13001748 (Exp: 08/31/2026) | (386) 672-4900 | 386-676-7472 |
JONATHAN M PEARSON
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
209 N FORSYTH ST BUNNELL, FL 32110 |
CFC1425941 (Exp: 08/31/2026) | 386-597-0944 | 386-437-4996 |
HARLEY M BRYAN
| Status | Location Address | State License Number | Phone |
| ACTIVE |
5223 EDGEWOOD CT ORMOND BEACH, FL 32174 |
LI26657 (Exp: 08/31/2028) | 386-463-2700 |
HUGH MACDONALD
| Status | Location Address | State License Number | Phone |
| ACTIVE |
10825 TOM FOLSOM ROAD, SUITE A THONOTOSASSA, FL 33592 |
CCC1329562 (Exp: 08/31/2026) | 813-986-4968 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 03/04/2026 | FINAL APPROVED | MCONTRYMAN |
| Note: 3/3/2026 - PREVIOUS INSPECTION NOTES 3/3/26 1. Above right side large window, a huge chink of stucco is missing by roof valley 2. Both AH's require a lockout breaker or disconnect since they are in separate closets NEC 422.31 & 110.25 | |||
| BLD - BUILDING FINAL | 03/03/2026 | Disapproved - NO FEE | MCONTRYMAN |
| Note: 3/3/26 1. Above right side large window, a huge chink of stucco is missing by roof valley 2. Both AH's require a lockout breaker or disconnect since they are in separate closets NEC 422.31 & 110.25 | |||
| U -UTILITY RESIDENTIAL FINAL | 03/03/2026 | FINAL APPROVED | BWRIGHT |
| Note: Inspector Notes from Inspection 9035 No CC. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 03/02/2026 | APPROVED | TPOLACEK |
| Note: 2/27/2026 - PREVIOUS INSPECTION NOTES 02-27-26 TPOLACEK*** THE FINAL TOPOGRAPHIC SURVEY MUST BE ATTACHED TO LOT GRADING CERTIFICATE. BOTH MUST BE SIGNED AND SEALED. FOR ANY QUESTION ANSWERED NO THEREMUST BE AN EXPLAINATION AS TO WHY. | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 03/02/2026 | APPROVED | TPOLACEK |
| Note: UPON WALKING PROPERTY DRAINAGE WILL WORK AS INDICATED ON FINAL SURVEY. AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER THE INSPECTOR NOR THE CITY IS 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 | |||
| ROW - STORMWATER FINAL | 03/02/2026 | APPROVED | TPOLACEK |
| Note: AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER THE INSPECTOR NOR THE CITY IS 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 | |||
| ROW - FINAL APRON (AFTER POUR) | 03/02/2026 | APPROVED | TPOLACEK |
| Note: AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER THE INSPECTOR NOR THE CITY IS 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 | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 02/27/2026 | Disapproved - NO FEE | TPOLACEK |
| Note: 02-27-26 TPOLACEK*** THE FINAL TOPOGRAPHIC SURVEY MUST BE ATTACHED TO LOT GRADING CERTIFICATE. BOTH MUST BE SIGNED AND SEALED. FOR ANY QUESTION ANSWERED NO THEREMUST BE AN EXPLAINATION AS TO WHY. | |||
| U-CROSS CONNECTION | 02/27/2026 | APPROVED - AS NOTED | BHAINES |
| Note: No CC. | |||
| GAS FINAL | 02/27/2026 | FINAL APPROVED | MCONTRYMAN |
| Note: Inspector Notes from Inspection 2225 BOND WIRE REQUIRED FOR COOK TOP AND SUMMER KITCHEN | |||
| ELECTRIC - EARLY POWER | 02/05/2026 | APPROVED | HCAMACHO |
| Note: Inspector Notes from Inspection 2200 12/5/25 Emailed FPL | |||
| ROW- PRE-APRON (PRE-POUR) | 01/21/2026 | APPROVED | TPOLACEK |
| Note: 01-21-26 TPOLACEK*** APPROVED TO LAY PAVERS, AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER THE INSPECTOR NOR THE CITY IS 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 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 1/16/2026 - PREVIOUS INSPECTION NOTES ** 01/16/26 READY TO POUR ** At the time of the inspection all minimum city requirements were met. It is the builder’s responsibility to ensure that nothing changes after this Inspection is approved. **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE ** SCHEDULE NEXT PRE-POUR ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET PAVERS UNTIL NEXT PRE-POUR HAS BEEN APPROVED ____________________________________________________________________________________________________________________ 1/15/2026 - PREVIOUS INSPECTION NOTES ** 01/15/26 AS NOTED IN PREVIOUS INSPECTIONS THE FORMBOARD ACROSS THE REAR PORTION OF (ROW) NEEDS BE AT 10 FT NOTE WHERE PINK PAINT HAS BEEN SPRAYED YOU CURRENTLY HAVE IT AT YOU CURRENTLY HAVE IT SET AT 5 FT. _________________________________________________________________________________________________________________________ 1/14/2026 - PREVIOUS INSPECTION NOTES 01-14-26 TPOLACEK*** DRIVEWAY IS STILL NOT FORMED CORRECTLY 1/13/2026 - PREVIOUS INSPECTION NOTES 01-13-26 TPOLACEK*** APRON WINGS ARE TO BE SET AT 5' FROM ROAD EDGE AND 36" WIDE AT ROAD EDGE. BOTH WINGS ARE NOW SET AT CLOSE TO 50" DRIVEWAY IS SHOWN AT 22' ON SITE PLAN FORMS ARE SET AT 24'+ AND ONLY 5' FROM ROAD EDGE CONCRETE MUST COVER THE ROW AT LEAST 10' FROM ROAD EDGE | |||
| ROW- PAVER RESTRAINTS | 01/16/2026 | APPROVED | EMADISON |
| Note: ** 01/16/26 READY TO POUR ** AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER THE INSPECTOR NOR THE CITY IS 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 **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE ________________________________________________________________________________________________________________________ 1/15/2026 - PREVIOUS INSPECTION NOTES ** 01/15/26 ONCE FORMBOARD FOR (ROW) LINE IS MOVED TO THE APPROPRIATE DISTANCE THE PAVER RESTRAINT INSPECTION WILL GET APPROVED | |||
| ROW- PRE-APRON (PRE-POUR) | 01/16/2026 | PARTIALLY APPROVED | EMADISON |
| Note: ** 01/16/26 READY TO POUR ** At the time of the inspection all minimum city requirements were met. It is the builder’s responsibility to ensure that nothing changes after this Inspection is approved. **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE ** SCHEDULE NEXT PRE-POUR ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET PAVERS UNTIL NEXT PRE-POUR HAS BEEN APPROVED ____________________________________________________________________________________________________________________ 1/15/2026 - PREVIOUS INSPECTION NOTES ** 01/15/26 AS NOTED IN PREVIOUS INSPECTIONS THE FORMBOARD ACROSS THE REAR PORTION OF (ROW) NEEDS BE AT 10 FT NOTE WHERE PINK PAINT HAS BEEN SPRAYED YOU CURRENTLY HAVE IT AT YOU CURRENTLY HAVE IT SET AT 5 FT. _________________________________________________________________________________________________________________________ 1/14/2026 - PREVIOUS INSPECTION NOTES 01-14-26 TPOLACEK*** DRIVEWAY IS STILL NOT FORMED CORRECTLY 1/13/2026 - PREVIOUS INSPECTION NOTES 01-13-26 TPOLACEK*** APRON WINGS ARE TO BE SET AT 5' FROM ROAD EDGE AND 36" WIDE AT ROAD EDGE. BOTH WINGS ARE NOW SET AT CLOSE TO 50" DRIVEWAY IS SHOWN AT 22' ON SITE PLAN FORMS ARE SET AT 24'+ AND ONLY 5' FROM ROAD EDGE CONCRETE MUST COVER THE ROW AT LEAST 10' FROM ROAD EDGE | |||
| ROW- PRE-APRON (PRE-POUR) | 01/15/2026 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 01/15/26 AS NOTED IN PREVIOUS INSPECTIONS THE FORMBOARD ACROSS THE REAR PORTION OF (ROW) NEEDS BE AT 10 FT NOTE WHERE PINK PAINT HAS BEEN SPRAYED YOU CURRENTLY HAVE IT AT YOU CURRENTLY HAVE IT SET AT 5 FT. _________________________________________________________________________________________________________________________ 1/14/2026 - PREVIOUS INSPECTION NOTES 01-14-26 TPOLACEK*** DRIVEWAY IS STILL NOT FORMED CORRECTLY 1/13/2026 - PREVIOUS INSPECTION NOTES 01-13-26 TPOLACEK*** APRON WINGS ARE TO BE SET AT 5' FROM ROAD EDGE AND 36" WIDE AT ROAD EDGE. BOTH WINGS ARE NOW SET AT CLOSE TO 50" DRIVEWAY IS SHOWN AT 22' ON SITE PLAN FORMS ARE SET AT 24'+ AND ONLY 5' FROM ROAD EDGE CONCRETE MUST COVER THE ROW AT LEAST 10' FROM ROAD EDGE | |||
| ROW- PAVER RESTRAINTS | 01/15/2026 | Disapproved - NO FEE | EMADISON |
| Note: ** 01/15/26 ONCE FORMBOARD FOR (ROW) LINE IS MOVED TO THE APPROPRIATE DISTANCE THE PAVER RESTRAINT INSPECTION WILL GET APPROVED | |||
| ROW- PRE-APRON (PRE-POUR) | 01/14/2026 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 01-14-26 TPOLACEK*** DRIVEWAY IS STILL NOT FORMED CORRECTLY 1/13/2026 - PREVIOUS INSPECTION NOTES 01-13-26 TPOLACEK*** APRON WINGS ARE TO BE SET AT 5' FROM ROAD EDGE AND 36" WIDE AT ROAD EDGE. BOTH WINGS ARE NOW SET AT CLOSE TO 50" DRIVEWAY IS SHOWN AT 22' ON SITE PLAN FORMS ARE SET AT 24'+ AND ONLY 5' FROM ROAD EDGE CONCRETE MUST COVER THE ROW AT LEAST 10' FROM ROAD EDGE | |||
| ROW- PRE-APRON (PRE-POUR) | 01/13/2026 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 01-13-26 TPOLACEK*** APRON WINGS ARE TO BE SET AT 5' FROM ROAD EDGE AND 36" WIDE AT ROAD EDGE. BOTH WINGS ARE NOW SET AT CLOSE TO 50" DRIVEWAY IS SHOWN AT 22' ON SITE PLAN FORMS ARE SET AT 24'+ AND ONLY 5' FROM ROAD EDGE CONCRETE MUST COVER THE ROW AT LEAST 10' FROM ROAD EDGE | |||
| INSULATION | 12/08/2025 | APPROVED | HCAMACHO |
| Note: 12/5/2025 - PREVIOUS INSPECTION NOTES 12/5/25 1. Unused opening/hole in front right bedroom (shared wall with bath) missing firestop FBC R302.11 2. Misssing firestop for electrical holes in master bedroom by doorway FBC R302.11 Inspector Notes from Inspection 2420 1. Need 5' head on the plumbing. It looks like it was filled but it is empty at the time of inspection. Check for leaks.FBCR P2503.7 *Will check at Insulation.* 12/2/2025 - PREVIOUS INSPECTION NOTES 1. Shoe Plate anchors for bearing walls need to be installed per plan. (bottom plate to foundation). From previous inspection. 2. Need 5' head on the plumbing. *Gas rough was done on the house.* Inspector Notes from Inspection 2460 1. 45 wall at Bedroom 2 required by plans to be a bearing wall for truss A7. 2. shoe Plate anchors for bearing walls need to be installed per plan. (bottom plate to foundation). Will check at all rough | |||
| INSULATION | 12/05/2025 | Disapproved - NO FEE | MCONTRYMAN |
| Note: 12/5/25 1. Unused opening/hole in front right bedroom (shared wall with bath) missing firestop FBC R302.11 2. Misssing firestop for electrical holes in master bedroom by doorway FBC R302.11 Inspector Notes from Inspection 2420 1. Need 5' head on the plumbing. It looks like it was filled but it is empty at the time of inspection. Check for leaks.FBCR P2503.7 *Will check at Insulation.* 12/2/2025 - PREVIOUS INSPECTION NOTES 1. Shoe Plate anchors for bearing walls need to be installed per plan. (bottom plate to foundation). From previous inspection. 2. Need 5' head on the plumbing. *Gas rough was done on the house.* Inspector Notes from Inspection 2460 1. 45 wall at Bedroom 2 required by plans to be a bearing wall for truss A7. 2. shoe Plate anchors for bearing walls need to be installed per plan. (bottom plate to foundation). Will check at all rough | |||
| LATH/BRICK/ WATER BARRIER | 12/05/2025 | APPROVED | MCONTRYMAN |
| Note: Inspector Notes from Inspection 2420 1. Need 5' head on the plumbing. It looks like it was filled but it is empty at the time of inspection. Check for leaks.FBCR P2503.7 *Will check at Insulation.* 12/2/2025 - PREVIOUS INSPECTION NOTES 1. Shoe Plate anchors for bearing walls need to be installed per plan. (bottom plate to foundation). From previous inspection. 2. Need 5' head on the plumbing. *Gas rough was done on the house.* Inspector Notes from Inspection 2460 1. 45 wall at Bedroom 2 required by plans to be a bearing wall for truss A7. 2. shoe Plate anchors for bearing walls need to be installed per plan. (bottom plate to foundation). Will check at all rough | |||
| ELECTRIC-TUG | 12/05/2025 | APPROVED - AS NOTED | MCONTRYMAN |
| Note: 12/5/25 Emailed FPL | |||
| ALL ROUGH | 12/03/2025 | APPROVED - AS NOTED | HCAMACHO |
| Note: 1. Need 5' head on the plumbing. It looks like it was filled but it is empty at the time of inspection. Check for leaks.FBCR P2503.7 *Will check at Insulation.* 12/2/2025 - PREVIOUS INSPECTION NOTES 1. Shoe Plate anchors for bearing walls need to be installed per plan. (bottom plate to foundation). From previous inspection. 2. Need 5' head on the plumbing. *Gas rough was done on the house.* Inspector Notes from Inspection 2460 1. 45 wall at Bedroom 2 required by plans to be a bearing wall for truss A7. 2. shoe Plate anchors for bearing walls need to be installed per plan. (bottom plate to foundation). Will check at all rough | |||
| ALL ROUGH | 12/02/2025 | Disapproved - NO FEE | HCAMACHO |
| Note: 1. Shoe Plate anchors for bearing walls need to be installed per plan. (bottom plate to foundation). From previous inspection. 2. Need 5' head on the plumbing. *Gas rough was done on the house.* Inspector Notes from Inspection 2460 1. 45 wall at Bedroom 2 required by plans to be a bearing wall for truss A7. 2. shoe Plate anchors for bearing walls need to be installed per plan. (bottom plate to foundation). Will check at all rough | |||
| ROOF VALLEY & METAL | 12/01/2025 | APPROVED - AS NOTED | HCAMACHO |
| Note: Inspector Notes from Inspection 2460 1. 45 wall at Bedroom 2 required by plans to be a bearing wall for truss A7. 2. shoe Plate anchors for bearing walls need to be installed per plan. (bottom plate to foundation). Will check at all rough | |||
| GAS ROUGH | 12/01/2025 | APPROVED - AS NOTED | MGIBSON |
| Note: BOND WIRE REQUIRED FOR COOK TOP AND SUMMER KITCHEN | |||
| WALL SHEATHING | 11/03/2025 | APPROVED | JSTEWART |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 11/03/2025 | APPROVED - AS NOTED | JSTEWART |
| Note: 1. 45 wall at Bedroom 2 required by plans to be a bearing wall for truss A7. 2. shoe Plate anchors for bearing walls need to be installed per plan. (bottom plate to foundation). Will check at all rough | |||
| TIE BEAM / LINTEL | 10/24/2025 | APPROVED | HCAMACHO |
| MONOLITHIC SLAB | 10/14/2025 | APPROVED | HCAMACHO |
| Note: 10/10/2025 - PREVIOUS INSPECTION NOTES Canceled via phone | |||
| MONOLITHIC SLAB | 10/10/2025 | CANCELLED BY APPLICANT | HCAMACHO |
| Note: Canceled via phone | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 10/07/2025 | APPROVED | MGIBSON |
| GRAVITY SEWER TEST | 10/07/2025 | APPROVED | MGIBSON |
| FORMBOARD SURVEY (OFFICE USE ONLY) | 10/06/2025 | APPROVED | RRICKS |
| WATER METER INSTALLATION REQUEST | 09/24/2025 | APPROVED | CBOWERMASTER |
| SEWER TIE IN | 09/23/2025 | APPROVED | MGIBSON |
Review History
| Department | Status | Date In | Date Out |
| SW1 | COMPLETE | 10/03/2025 | 10/06/2025 |
| Note: Released By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 10/03/2025 | 10/06/2025 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 10/01/2025 | 10/02/2025 |
| Note: Held By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM Formboard comments: Formboard survey still does not match the approved grading plan. I've clouded the formboard location that does not match the approved grading plan. Please make revisions as needed. | |||
| ZON | COMPLETE | 10/01/2025 | 10/01/2025 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 09/26/2025 | 09/30/2025 |
| Note: Released By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 09/25/2025 | 09/25/2025 |
| Note: Held By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM Please submit another formboard matching the approved site plan and grading plan. Please feel free to call if there are any questions or concerns. | |||
| ZON | COMPLETE | 09/25/2025 | 09/25/2025 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 09/22/2025 | 09/24/2025 |
| Note: Held By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM Formboard dimensions do not match approved grading plan on the left side of the property. Please revise so the dimensions agree with approved grading plan. Note: If dimensions must change, please submit a revised grading plan and site plan for approval. | |||
| ZON | COMPLETE | 09/22/2025 | 09/22/2025 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 08/28/2025 | 09/04/2025 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 08/19/2025 | 08/26/2025 |
| Note: Released By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM Note: Approved on final survey depicting positive fall to the front of the property on the left side of home along the proposed common swale. | |||
| SW1 | HOLD | 08/14/2025 | 08/18/2025 |
| Note: Held By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM Requesting proposed elevation of high point on the left side of the proposed home where the water is breaking. Per Technical Manual Sections 200.01A.1.b.12 New home FFE shall not be lower than existing homes. Increasing the FFE will also help so that improved adjacent lot is not negatively impacting this lot based on information provided. Please feel free to call or email if there are any questions to mitigate any further delays. | |||
| ENGIN1 | COMPLETE | 08/14/2025 | 08/15/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 08/12/2025 | 08/14/2025 |
| Note: Held By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM - Please provide more proposed elevations for the interior swale on the left side of the home. Base on the information provided it is showing a break point that will not have positive fall from the home. Please revise - Benchmarks used shall be in NAVD88. Please indicate this on the grading plans. | |||
| ENGIN1 | COMPLETE | 08/12/2025 | 08/13/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 08/08/2025 | 08/08/2025 |
| Note: Held By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM - When proposing a common swale between lots, there shall be a minimum of 0.3' fall from the top of the swale to the bottom of the swale. Based on proposed and existing elevations there are several flat spots. - There shall be proposed elevatons along the property lines on a 20' grid. - Please provide an on-site benchmark. Benchmark shall be referenced using 1988 NAVD Additional Comments: - Please depict the nearest improved FFE to the right of this home. Per Technical Manual when adjacent lot is vacant the nearest improved lot's FFE shall be depicted. | |||
| SW1 | HOLD | 08/06/2025 | 08/07/2025 |
| Note: Held By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM - When proposing a common swale between lots, there shall be a minimum of 0.3' fall from the top of the swale to the bottom of the swale. Based on proposed and existing elevations there are several flat spots. - There shall be proposed elevatons along the property lines on a 20' grid. - Please provide an on-site benchmark. | |||
| ZON | COMPLETE | 08/06/2025 | 08/06/2025 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 07/25/2025 | 07/28/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 07/25/2025 | 07/31/2025 |
| Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 07/25/2025 | 07/28/2025 |
| Note: Held By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM No revised grading plan uploaded. Please submit revised grading plan addressing previous comments. Please feel free to call or email if there are any questions or concerns, this will help mitigate any further delays. | |||
| ZON | COMPLETE | 07/25/2025 | 07/28/2025 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| BADMIN | COMPLETE | 07/15/2025 | 07/22/2025 |
| Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM | |||
| BLD | HOLD | 07/15/2025 | 07/22/2025 |
| Note: Held By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM 1. Product Approval Please list structural components. | |||
| CUSVC | COMPLETE | 07/15/2025 | 07/18/2025 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 07/15/2025 | 07/22/2025 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 07/15/2025 | 07/16/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| GAS | COMPLETE | 07/15/2025 | 07/16/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| LOCATE | COMPLETE | 07/15/2025 | 07/16/2025 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | HOLD | 07/15/2025 | 07/17/2025 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM 1. Provide return air out of study on duct layout 2. State card is page with preparers signature. Upload this page as State Card | |||
| SW1 | HOLD | 07/15/2025 | 07/22/2025 |
| Note: Held By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM COPC Technical Manual Section - 200.01.A.b(1) -Finished Floor Elevation (FFE) of the living area of all improved structures on adjacent (left and right sides) lots. If there is no improved property on the left or right, the closest improved adjacent FFE shall be provided. COPC Technical Manual Section - 200.01A.1.b.(11) - The Finished Floor Elevation (FFE) of the proposed home’s living space, attached and / or detached garages, attached and / or detached patios, lanais, porches, exterior door landings, sidewalks and similar shall be shown. Unattached pads solely for the purpose of supporting AC, LPG and pool equipment are exempt. - All attached garages, patios, lanais, porches, exterior door landings, sidewalks and similar shall show an FFE of not less than 0.33 tenths of a foot (4 inches) lower than the FFE of the home’s living space. Exception: Access ramps may rise to the FFE of the interior living space for the width of the ramp only. - All attached patios, lanais, porches, exterior door landings, sidewalks and similar and those located within 10 feet of the proposed home shall show a minimum slope perpendicular to the foundation of not less than 2%. Attached and detached garages shall show a positive slope to facilitate drainage towards the vehicle entrance. - Please provide an on-site, easily identifiable benchmark referenced to NAVD 1988 (e.g., fire hydrant, nail in power pole [1 nail per power pole], and manhole covers). Pavement nails will not be accepted unless none of the above locations are available on site (nails in pavement should not be set inside a road cut). (The benchmark must be maintained throughout the construction cycle by the contractor and will be used in the Final Survey). - Please provide setbacks to clearly indicate slope percentages - Please indicate the demensions of the home. This will help ensure that the formboard survey demensions match the approved grading plan. Please submit a revised grading plan with these changes. I have also attached the SW1 informational packet for your reference. | |||
| ZON | COMPLETE | 07/15/2025 | 07/16/2025 |
| Note: Released By: LIBBY RAYBURN - - LRAYBURN@PALMCOASTGOV.COM | |||
| URB | COMPLETE | 07/15/2025 | 07/21/2025 |
| 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 | 03/04/2026 |
| RSI REINSPECTION 1 | ¤35.00 | 03/04/2026 |
| RSI REINSPECTION 1 | ¤35.00 | 03/04/2026 |
| SURCHARGE FS 533.721 | ¤19.55 | 08/28/2025 |
| SURCHARGE - FS 468.631 | ¤29.33 | 08/28/2025 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 08/28/2025 |
| SW ENG INSPECTION 80 | ¤80.00 | 08/28/2025 |
| SW ENG PRE APRON | ¤30.00 | 08/28/2025 |
| SW ENG - REVIEW 20 | ¤20.00 | 08/28/2025 |
| SW ENG RES REVIEW 200 | ¤200.00 | 08/28/2025 |
| WASTEWATER PERM INSPECTION | ¤80.00 | 08/28/2025 |
| WASTEWATER PERM REVIEW | ¤25.00 | 08/28/2025 |
| WATER PERMIT REVIEW | ¤25.00 | 08/28/2025 |
| SITE PLAN 30 | ¤30.00 | 08/28/2025 |
| WATER- TURN ON | ¤50.00 | 08/28/2025 |
| ADJUSTMENT 10% | (¤217.27) | 08/28/2025 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 08/28/2025 |
| INSPECTION - RESIDENTIAL | ¤1,669.25 | 08/28/2025 |
| PLAN REVIEW - RESIDENTIAL | ¤473.46 | 08/28/2025 |
| FC IMPACT FEE EMS | ¤62.00 | 08/28/2025 |
| IMPACT FEE FIRE | ¤434.51 | 08/28/2025 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 08/28/2025 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 08/28/2025 |
| IMPACT FEE PARKS | ¤1,828.01 | 08/28/2025 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 08/28/2025 |
| IMPACT FEE TRANSPORTATION | ¤3,502.00 | 08/28/2025 |
| WATER METER W/OUT TAP | ¤965.03 | 08/28/2025 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤15,396.87 |