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Permit #2025091270
Permit Details
Status: COED
| Parcel Id: 42-10-30-3210-00000-1770 |
| CONDITIONED SPACE: 2350 sqft |
| OPENED PORCH (WITH ROOF) : 340 sqft |
| GARAGE: 478 sqft |
| Total Square Footage: 3168 sqft |
| Block: 00000 |
| Subdivision: - |
| Job Phone: 386-236-4133 |
| Location Address: 411 BOURGANVILLE DR |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 10/30/2025 |
| NOC: RECORDED |
| Applicant name: LEONARDO CIRO SANCLEMENTE |
| Owner: MHK OF VOLUSIA COUNTY INC |
|
Address 2379 BEVILLE ROAD DAYTONA BEACH, FL 32119 |
| Lot: 1770 |
| Contracted Stated Job Value: ¤403,976.00 |
| Job Description: SFR |
| 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 |
Inspection History
| Type | Request Date | Result | Inspector |
| GAS FINAL | 05/28/2026 | APPROVED | HCAMACHO |
| BLD - BUILDING FINAL | 05/28/2026 | FINAL APPROVED | HCAMACHO |
| ROW - FINAL APRON (AFTER POUR) | 05/28/2026 | 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 INSPECTION | 05/28/2026 | 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 | |||
| U -UTILITY RESIDENTIAL FINAL | 05/28/2026 | FINAL APPROVED | BWRIGHT |
| Note: Inspector Notes from Inspection 9035 NO CC / IRR with reclaim. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 05/27/2026 | APPROVED | EMADISON |
| Note: ** Effective 03/25/26, the ROW Field Survey requirement is no longer in effect for Final Lot Grading and Drainage Certificates for new construction on subdivision and infill lots. All Final Lot Grading and Drainage Certificates for these projects will now be reviewed and approved only in the office. Field verification for the ROW-FIELD SURVEY will no longer be required as part of the standard approval process for these permit types. ** PER P. BUCKLEY CHIEF BUILDING Inspector. ** SCHEDULE YOUR FINALS WHEN YOU ARE READY TO DO SO | |||
| U-CROSS CONNECTION | 05/22/2026 | APPROVED - AS NOTED | TLOWE |
| Note: NO CC / IRR with reclaim. | |||
| ROW- PRE-APRON (PRE-POUR) | 04/22/2026 | APPROVED - AS NOTED | EMADISON |
| Note: ** 04/22/26 READY TO SET 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 ______________________________________________________________________________________________________________________ 3/4/2026 - PREVIOUS INSPECTION NOTES ** 03/04/26 PIPE FROM PREVIOUS INSPECTION WAS AN ABANDONED CHASE CONDUIT IT HAS BEEN REMOVED ** READY TO POUR APRON AND PAVER RESTRAINTS ** 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 ____________________________________________________________________________________________________________________ 3/4/2026 - PREVIOUS INSPECTION NOTES ** 03/04/26 THERE APPEARS TO BE A BROKEN IRRAGATION LINE IN THE APRON POUR AREA THIS EITHER NEEDS TO BE REMOVED OR CAPPED TO ENSURE ITS NOT SET TO BE AN ACTIVE LINE UNDER THE APRON WITH THE POTENTIAL TO WASHOUT AND UNDERMINE THE DRIVEWAY LINE HAS BEEN MARKEDWITH PINK PAINT ** SEE ATTACHED PHOTOS | |||
| ELECTRIC - EARLY POWER | 03/16/2026 | APPROVED | MCONTRYMAN |
| Note: 3/13/2026 - PREVIOUS INSPECTION NOTES 3/13/26 1. Outlet behind door in master bedroom not safed off NEC 440.4 2. Could not get into attic in garage to verify wiring as access was blocked FBC(A) 110.5 | |||
| ELECTRIC - EARLY POWER | 03/13/2026 | Disapproved - NO FEE | MCONTRYMAN |
| Note: 3/13/26 1. Outlet behind door in master bedroom not safed off NEC 440.4 2. Could not get into attic in garage to verify wiring as access was blocked FBC(A) 110.5 | |||
| ROW- PAVER RESTRAINTS | 03/04/2026 | APPROVED | EMADISON |
| Note: ** READY TO POUR PAVER RESTRAINTS AND APRON ** 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 ____________________________________________________________________________________________________________________ | |||
| ROW- PRE-APRON (PRE-POUR) | 03/04/2026 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 03/04/26 THERE APPEARS TO BE A BROKEN IRRAGATION LINE IN THE APRON POUR AREA THIS EITHER NEEDS TO BE REMOVED OR CAPPED TO ENSURE ITS NOT SET TO BE AN ACTIVE LINE UNDER THE APRON WITH THE POTENTIAL TO WASHOUT AND UNDERMINE THE DRIVEWAY LINE HAS BEEN MARKEDWITH PINK PAINT ** SEE ATTACHED PHOTOS | |||
| ROW- PRE-APRON (PRE-POUR) | 03/04/2026 | PARTIALLY APPROVED | EMADISON |
| Note: ** 03/04/26 PIPE FROM PREVIOUS INSPECTION WAS AN ABANDONED CHASE CONDUIT IT HAS BEEN REMOVED ** READY TO POUR APRON AND PAVER RESTRAINTS ** 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 ____________________________________________________________________________________________________________________ 3/4/2026 - PREVIOUS INSPECTION NOTES ** 03/04/26 THERE APPEARS TO BE A BROKEN IRRAGATION LINE IN THE APRON POUR AREA THIS EITHER NEEDS TO BE REMOVED OR CAPPED TO ENSURE ITS NOT SET TO BE AN ACTIVE LINE UNDER THE APRON WITH THE POTENTIAL TO WASHOUT AND UNDERMINE THE DRIVEWAY LINE HAS BEEN MARKEDWITH PINK PAINT ** SEE ATTACHED PHOTOS | |||
| INSULATION | 02/05/2026 | APPROVED | HCAMACHO |
| Note: Inspector Notes from Inspection 2420 2/3/26 All need to be completed by Insualtion to avoid failure and fee 1. Need nail plate for 3/4" pex line serving master bath, on top plate 2. The shear wall top plate was drilled twice for Dryer duct, it needs the proper strap. FBC R602.6.1 DRILLING & NOTCHING TOP PLATE 50% - NEEDS A METAL TIE (16ga) **nail plate is not allowed for a structural strap 3. SGD frame is installed but no panels Inspector Notes from Inspection 2460 1. One strap in the front foyer is not nailed. 2. The shear wall top plate was drilled twice for Dryer duct, it needs the proper starp.FBC R602.6.1 DRILLING & NOTCHING TOP PLATE 50% - NEEDS A METAL TIE (16ga) 1/12/2026 - PREVIOUS INSPECTION NOTES Via phone call at 8:09am | |||
| LATH/BRICK/ WATER BARRIER | 02/05/2026 | APPROVED | HCAMACHO |
| Note: Inspector Notes from Inspection 2420 2/3/26 All need to be completed by Insualtion to avoid failure and fee 1. Need nail plate for 3/4" pex line serving master bath, on top plate 2. The shear wall top plate was drilled twice for Dryer duct, it needs the proper strap. FBC R602.6.1 DRILLING & NOTCHING TOP PLATE 50% - NEEDS A METAL TIE (16ga) **nail plate is not allowed for a structural strap 3. SGD frame is installed but no panels Inspector Notes from Inspection 2460 1. One strap in the front foyer is not nailed. 2. The shear wall top plate was drilled twice for Dryer duct, it needs the proper starp.FBC R602.6.1 DRILLING & NOTCHING TOP PLATE 50% - NEEDS A METAL TIE (16ga) 1/12/2026 - PREVIOUS INSPECTION NOTES Via phone call at 8:09am | |||
| ALL ROUGH | 02/03/2026 | APPROVED - AS NOTED | MCONTRYMAN |
| Note: 2/3/26 All need to be completed by Insualtion to avoid failure and fee 1. Need nail plate for 3/4" pex line serving master bath, on top plate 2. The shear wall top plate was drilled twice for Dryer duct, it needs the proper strap. FBC R602.6.1 DRILLING & NOTCHING TOP PLATE 50% - NEEDS A METAL TIE (16ga) **nail plate is not allowed for a structural strap 3. SGD frame is installed but no panels Inspector Notes from Inspection 2460 1. One strap in the front foyer is not nailed. 2. The shear wall top plate was drilled twice for Dryer duct, it needs the proper starp.FBC R602.6.1 DRILLING & NOTCHING TOP PLATE 50% - NEEDS A METAL TIE (16ga) 1/12/2026 - PREVIOUS INSPECTION NOTES Via phone call at 8:09am | |||
| GRAVITY SEWER TEST | 02/03/2026 | APPROVED | MCONTRYMAN |
| SEWER TIE IN | 02/03/2026 | APPROVED | MCONTRYMAN |
| ELECTRIC-TUG | 01/30/2026 | APPROVED | HCAMACHO |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 01/13/2026 | APPROVED - AS NOTED | HCAMACHO |
| Note: 1. One strap in the front foyer is not nailed. 2. The shear wall top plate was drilled twice for Dryer duct, it needs the proper starp.FBC R602.6.1 DRILLING & NOTCHING TOP PLATE 50% - NEEDS A METAL TIE (16ga) 1/12/2026 - PREVIOUS INSPECTION NOTES Via phone call at 8:09am | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 01/12/2026 | CANCELLED BY APPLICANT | MCONTRYMAN |
| Note: Via phone call at 8:09am | |||
| ROOF VALLEY & METAL | 01/09/2026 | APPROVED | HCAMACHO |
| ROOF SHEATHING | 12/30/2025 | APPROVED | MCONTRYMAN |
| WALL SHEATHING | 12/30/2025 | APPROVED | MCONTRYMAN |
| TIE BEAM / LINTEL | 12/16/2025 | APPROVED | HCAMACHO |
| MONOLITHIC SLAB | 12/03/2025 | APPROVED | HCAMACHO |
| MONOLITHIC SLAB | 12/02/2025 | Disapproved - NO FEE | HCAMACHO |
| Note: 1. Rear Lanai left side area, please see detail 10 for foundation. Marked in the plans. 2. Right side A/C wall foundation is not finished. See detail 11 on the plans. Marked. | |||
| MONOLITHIC SLAB | 12/01/2025 | CANCELLED BY APPLICANT | WEB |
| PLUMBING 1ST ROUGH UNDERGROUND | 11/26/2025 | APPROVED | MGIBSON |
| Note: 11/25/2025 - PREVIOUS INSPECTION NOTES HEAD TEST NOT HOLDING 5' | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 11/25/2025 | Disapproved - NO FEE | MGIBSON |
| Note: HEAD TEST NOT HOLDING 5' | |||
| FORMBOARD SURVEY (OFFICE USE ONLY) | 11/24/2025 | APPROVED | RRICKS |
| WATER METER INSTALLATION REQUEST | 11/13/2025 | APPROVED | CBOWERMASTER |
Review History
| Department | Status | Date In | Date Out |
| SW1 | COMPLETE | 12/12/2025 | 12/12/2025 |
| Note: Released By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 12/12/2025 | 12/12/2025 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 11/24/2025 | 11/24/2025 |
| Note: Released By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 11/21/2025 | 11/24/2025 |
| Note: Held By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM The dimensions on the formboard survey do not match the approved grading. I've clouded the dimensions on the formboard survey that does not match. | |||
| ZON | COMPLETE | 11/21/2025 | 11/21/2025 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 11/03/2025 | 11/07/2025 |
| Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 10/27/2025 | 10/27/2025 |
| Note: Released By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 10/20/2025 | 10/20/2025 |
| Note: Held By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM General Comments Placed a hold so builder could upload revised plot plan. | |||
| SW1 | HOLD | 10/20/2025 | 10/20/2025 |
| Note: Held By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM Grading Plan Comments: - Based on the information provided this lot is negatively impacting both adjacent lots. - There shall be a minimum of a 0.3' drop to the common swale from both adjacent lot to ensure that the water is contained to this lot. - Please ensure that there are no slopes greater than 25% when revisions to grades are made. Structural Plans Comments: - Please revise FD1 Foundation and FDD Foundation Plan. Based on the information provided there is a 1.2' drop from the proposed FFE to the adjacent grade at the back left of this property. Detail 1 and Detail 2 on FDD show a minimum of 8" above grade which is not acceptable. Please call this out specifically on FDD and FD1 at the back of the slab and the back porch. This will help ensure that there 4:1 slope will be met and the foundation thickened to meet the proposed elevations drop. Please feel free to call if there are any questions or concerns. | |||
| BADMIN | INFORMATION | 10/20/2025 | 10/20/2025 |
| Note: Marked INFORMATION By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM please label docukents correctly this looks lie a drainage plan for stormwater | |||
| MECH | COMPLETE | 10/07/2025 | 10/07/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 09/30/2025 | 10/03/2025 |
| Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM | |||
| CUSVC | COMPLETE | 09/30/2025 | 10/08/2025 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 09/30/2025 | 10/06/2025 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 09/30/2025 | 10/01/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| GAS | COMPLETE | 09/30/2025 | 10/01/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| LOCATE | COMPLETE | 09/30/2025 | 10/06/2025 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | HOLD | 09/30/2025 | 10/06/2025 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM There are 2 subcontractors listed for mechanical. Revise | |||
| SW1 | HOLD | 09/30/2025 | 10/03/2025 |
| Note: Held By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM Grading comments: - Please provide 10' elevations shot beyond lot line on the right side of this lot. - There shall be no slopes greater than 4:1. Please revise slopes on the sides of home to ensure there are no slopes greater than 4:1. - Please indicate whether this is a block home or a wood-framed home. Please feel free to call or email if there are any questions or concerns. | |||
| ZON | COMPLETE | 09/30/2025 | 10/02/2025 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| URB | COMPLETE | 09/30/2025 | 10/07/2025 |
| Note: Released By: MATTHEW SIERRA - (386)286-2002 - MSIERRA@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 | 05/28/2026 |
| SURCHARGE FS 533.721 | ¤14.47 | 10/30/2025 |
| SURCHARGE - FS 468.631 | ¤21.71 | 10/30/2025 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 10/30/2025 |
| SW ENG INSPECTION 80 | ¤80.00 | 10/30/2025 |
| SW ENG PRE APRON | ¤30.00 | 10/30/2025 |
| SW ENG - REVIEW 20 | ¤20.00 | 10/30/2025 |
| WASTEWATER PERM INSPECTION | ¤80.00 | 10/30/2025 |
| WASTEWATER PERM REVIEW | ¤25.00 | 10/30/2025 |
| WATER PERMIT REVIEW | ¤25.00 | 10/30/2025 |
| SITE PLAN 30 | ¤30.00 | 10/30/2025 |
| WATER- TURN ON | ¤50.00 | 10/30/2025 |
| ADJUSTMENT 10% | (¤160.79) | 10/30/2025 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 10/30/2025 |
| INSPECTION - RESIDENTIAL | ¤1,229.25 | 10/30/2025 |
| PLAN REVIEW - RESIDENTIAL | ¤348.66 | 10/30/2025 |
| FC IMPACT FEE EMS | ¤62.00 | 10/30/2025 |
| IMPACT FEE FIRE | ¤434.51 | 10/30/2025 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 10/30/2025 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 10/30/2025 |
| IMPACT FEE PARKS | ¤1,828.01 | 10/30/2025 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 10/30/2025 |
| IMPACT FEE TRANSPORTATION | ¤3,502.00 | 10/30/2025 |
| WATER METER W/OUT TAP | ¤965.03 | 10/30/2025 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤14,605.85 |