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Permit #2024120037
Permit Details
Status: COED
| Parcel Id: 07-11-31-7032-00110-0190 |
| CONDITIONED SPACE: 1800 sqft |
| GARAGE: 410 sqft |
| OPENED PORCH (WITH ROOF) : 36 sqft |
| Total Square Footage: 2246 sqft |
| Block: 00110 |
| Subdivision: - |
| Job Phone: 689-250-2429 |
| Location Address: 13 ROUND TABLE LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 12/17/2024 |
| NOC: RECORDED |
| Applicant name: RYAN M COURECH |
| Owner: A AND R-MERIDIAN REAL ESTATE |
|
Address 688 N ORLANDO AVENUE MAITLAND , FL 32751 |
|
Address SUITE 207 MAITLAND , FL 32751 |
| Lot: 0190 |
| Contracted Stated Job Value: ¤208,000.00 |
| Job Description: SINGLE FAMILY DWELLING |
| Type: CN |
| Original Permit #: 2024010999 |
Contractor
MCH CONSTRUCTION LLC
| Status | Location Address | State License Number | Phone |
| INACTIVE |
668 N ORLANDO AVE, STE 207 MAITLAND, FL 32751 |
CBC1262898 (Exp: 08/31/2026) | 407-602-8257 |
Sub Contractors
JOSEPH C WRIGHT
| Status | Location Address | Mailing Address | State License Number | Phone | Fax |
| ACTIVE |
15 HARGROVE LANE PALM COAST, FL 32137 |
UNIT 3 D PALM COAST, FL 32137 |
EC13003278 (Exp: 08/31/2026) | 386-447-9644 | 386-447-9633 |
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 |
DUSTIN ARCHER
| Status | Location Address | State License Number | Phone |
| ACTIVE |
2785 WRIGHTS ROAD SUITE 1133 OVIEDO, FL 32765 |
CMC1251099 (Exp: 08/31/2026) | 407-391-1145 |
CHAD DAVID GRESSANI
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
2640 BROOKSHIRE CIRCLE MELBOURNE, FL 32904 |
CCC1327235 (Exp: 08/31/2026) | 321-288-6415 | 321-729-8997 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW - FINAL APRON (AFTER POUR) | 09/11/2025 | 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 - STORMWATER FINAL | 09/11/2025 | 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 | 09/10/2025 | APPROVED | RRICKS |
| ROW FIELD SURVEY /GRADING CERTIFICATION | 09/10/2025 | APPROVED | RRICKS |
| Note: At the time of the inspection all minimum city requirements were met. It is the builders and the homowners responsibility to ensure that nothing changes after this Inspection is approved. It will not be on the city if any changes after this inspection. | |||
| BLD - BUILDING FINAL | 09/05/2025 | Approval - Private Provider | PPROVIDER |
| ROW- PRE-APRON (PRE-POUR) | 08/19/2025 | APPROVED - AS NOTED | TPOLACEK |
| Note: 08/19/25 TPOLACEK**** CORRECTIONS MADE, PLEASE BACKFILL AGAINST FORM BOARDS TO PREVENT OVERPOUR AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS MAKE SURE TO USE 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. CONTRACTORS WILL BE NOTIFIED WHEN TICKETS WILL BE REQUIRED WITH AN EMAIL BLAST.THE FOLLOWING IS CURRENTLY FOR INFORMATION ONLY: TICKET OF CONCRETE MIX DESIGN SHALL BE UPLOADED INTO PERMIT PORTAL. 8.a. IF FIBERGLASS OPTION IS USED, 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. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 8/13/2025 - PREVIOUS INSPECTION NOTES 08/13/25 TPOLACEK*** CULVERT IS BACKPITCHED AGAINST FLOW, CULVERT IS SET AT 8' HOWEVER FORM BOARD ALONG ROAD EDGE IS NOT SET CORRECTLY TO 8', FOOTERS ARE WASHED IN AND NEED TO BE REESTABLISHED, THERE IS NOT 6" THROUGHOUT THE ROW POUR AREA. 9 Thickness of Concrete in the ROW Sec.900.04A Sec.900.04A Driveway thickness on the right-of-way shall be either six inches (6") on firmly compacted subgrade of clean granular material or five inches (5") on three inches (3") of limerock or shell base. SWALE PLAN 2. The swale centerline is typically located 8 feet from the edge of pavement, 5 feet from e.o.p. in cul de sacs. Culverts in cul de sacs may require a 22.5° elbow. 1 The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 Sec.300.01 B3 The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 of a foot in the direction of the drainage flow | |||
| ROW- PRE-APRON (PRE-POUR) | 08/15/2025 | CANCELLED BY APPLICANT | WEB |
| Note: 8/13/2025 - PREVIOUS INSPECTION NOTES 08/13/25 TPOLACEK*** CULVERT IS BACKPITCHED AGAINST FLOW, CULVERT IS SET AT 8' HOWEVER FORM BOARD ALONG ROAD EDGE IS NOT SET CORRECTLY TO 8', FOOTERS ARE WASHED IN AND NEED TO BE REESTABLISHED, THERE IS NOT 6" THROUGHOUT THE ROW POUR AREA. 9 Thickness of Concrete in the ROW Sec.900.04A Sec.900.04A Driveway thickness on the right-of-way shall be either six inches (6") on firmly compacted subgrade of clean granular material or five inches (5") on three inches (3") of limerock or shell base. SWALE PLAN 2. The swale centerline is typically located 8 feet from the edge of pavement, 5 feet from e.o.p. in cul de sacs. Culverts in cul de sacs may require a 22.5° elbow. 1 The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 Sec.300.01 B3 The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 of a foot in the direction of the drainage flow | |||
| ROW- PRE-APRON (PRE-POUR) | 08/13/2025 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 08/13/25 TPOLACEK*** CULVERT IS BACKPITCHED AGAINST FLOW, CULVERT IS SET AT 8' HOWEVER FORM BOARD ALONG ROAD EDGE IS NOT SET CORRECTLY TO 8', FOOTERS ARE WASHED IN AND NEED TO BE REESTABLISHED, THERE IS NOT 6" THROUGHOUT THE ROW POUR AREA. 9 Thickness of Concrete in the ROW Sec.900.04A Sec.900.04A Driveway thickness on the right-of-way shall be either six inches (6") on firmly compacted subgrade of clean granular material or five inches (5") on three inches (3") of limerock or shell base. SWALE PLAN 2. The swale centerline is typically located 8 feet from the edge of pavement, 5 feet from e.o.p. in cul de sacs. Culverts in cul de sacs may require a 22.5° elbow. 1 The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 Sec.300.01 B3 The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 of a foot in the direction of the drainage flow | |||
| ROW- PRE-APRON (PRE-POUR) | 07/29/2025 | CANCELLED BY APPLICANT | WEB |
| U - SEWER TIE IN | 07/15/2025 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| U-CROSS CONNECTION | 07/15/2025 | APPROVED - AS NOTED | LFITZGERALD |
| Note: no irr-no cc | |||
| GRAVITY SEWER TEST | 07/15/2025 | Approval - Private Provider | PPROVIDER |
| INSULATION | 07/02/2025 | Approval - Private Provider | PPROVIDER |
| ELECTRIC - EARLY POWER | 06/27/2025 | Approval - Private Provider | PPROVIDER |
| ROW - DRAINAGE | 06/23/2025 | 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 +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6/16/2025 - PREVIOUS INSPECTION NOTES 06/16/25 TPOLACEK*** BUILDER MUST REESTABLISH TEMPORARAY PIPE AND OPEN SWALE. NEXT INSPECTION MONDAY 06-23 | |||
| ALL ROUGH | 06/20/2025 | Approval - Private Provider | PPROVIDER |
| WALL SHEATHING | 06/20/2025 | Approval - Private Provider | PPROVIDER |
| ROW - DRAINAGE | 06/16/2025 | Disapproved - NO FEE | TPOLACEK |
| Note: 06/16/25 TPOLACEK*** BUILDER MUST REESTABLISH TEMPORARAY PIPE AND OPEN SWALE. NEXT INSPECTION MONDAY 06-23 | |||
| LATH/BRICK/ WATER BARRIER | 06/11/2025 | Approval - Private Provider | PPROVIDER |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 05/30/2025 | Approval - Private Provider | PPROVIDER |
| ROOF VALLEY & METAL | 05/30/2025 | Approval - Private Provider | PPROVIDER |
| TIE BEAM / LINTEL | 04/28/2025 | Approval - Private Provider | PPROVIDER |
| MONOLITHIC SLAB | 04/28/2025 | Approval - Private Provider | PPROVIDER |
| FOUND SURVEY APPROVED (OFFICE) | 04/11/2025 | APPROVED | RRICKS |
| PLUMBING 1ST ROUGH UNDERGROUND | 02/18/2025 | CANCELLED BY APPLICANT | WEB |
| PLUMBING 1ST ROUGH UNDERGROUND | 02/18/2025 | Approval - Private Provider | PPROVIDER |
| GEOTECHNICAL REPORT APPROVAL (OFFICE USE) | 01/14/2025 | APPROVED | PKNAPIK |
| WATER METER INSTALLATION REQUEST | 01/10/2025 | APPROVED | CBOWERMASTER |
Review History
| Department | Status | Date In | Date Out |
| MECH | COMPLETE | 08/06/2025 | 08/07/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 04/10/2025 | 04/11/2025 |
| Note: Released By: RODNEY RICKS - - RRICKS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 04/10/2025 | 04/10/2025 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 01/09/2025 | 01/14/2025 |
| Note: Released By: PETER KNAPIK - - PKNAPIK@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 01/08/2025 | 01/09/2025 |
| Note: Released By: PETER KNAPIK - - PKNAPIK@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 12/31/2024 | 01/07/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 12/03/2024 | 12/17/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 12/02/2024 | 12/02/2024 |
| Note: Released By: NICOLE DIMATTINA - - NDIMATTINA@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 12/02/2024 | 12/09/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BADMIN | COMPLETE | 12/02/2024 | 12/09/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| CUSVC | COMPLETE | 12/02/2024 | 12/03/2024 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 12/02/2024 | 12/03/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| LOCATE | COMPLETE | 12/02/2024 | 12/05/2024 |
| Note: Released By: TONI CHURCHILL - - TCHURCHILL@PALMCOASTGOV.COM | |||
| SW1 | INFORMATION | 12/02/2024 | 12/16/2024 |
| Note: Marked INFORMATION By: JORDAN MYERS, C.F.M - (386)986-4789 - JMYERS@PALMCOASTGOV.COM Site plan is approved, however the construction type is needed; either concrete block or wood frame. |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| PLAN REVIEW - REVISION | ¤32.50 | 09/11/2025 |
| PLAN REVIEW - REVISION | ¤32.50 | 09/11/2025 |
| SW ENG REINSPECTION 30 | ¤30.00 | 09/11/2025 |
| SW ENG - INSPECTION 20 | ¤20.00 | 09/11/2025 |
| SW ENG - INSPECTION 20 | ¤20.00 | 09/11/2025 |
| IMPACT FEE TRANSPORTATION | ¤1,862.00 | 12/17/2024 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 12/17/2024 |
| SURCHARGE FS 533.721 | ¤3.27 | 12/17/2024 |
| SURCHARGE - FS 468.631 | ¤4.90 | 12/17/2024 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 12/17/2024 |
| WATER- TURN ON | ¤25.00 | 12/17/2024 |
| ADJUSTMENT 10% | (¤11.32) | 12/17/2024 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 12/17/2024 |
| ADMINISTRATIVE - RESID PP | ¤225.00 | 12/17/2024 |
| PLAN REVIEW - APPROVED MASTER | ¤83.20 | 12/17/2024 |
| CONNECTION FEES | ¤1,187.26 | 12/17/2024 |
| CONTRACTOR CHANGE | ¤20.00 | 12/17/2024 |
| FC IMPACT FEE EMS | ¤62.00 | 12/17/2024 |
| IMPACT FEE FIRE | ¤434.51 | 12/17/2024 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 12/17/2024 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 12/17/2024 |
| IMPACT FEE PARKS | ¤1,828.01 | 12/17/2024 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 12/17/2024 |
| SW ENG INSPECTION 80 | ¤80.00 | 12/17/2024 |
| SW ENG PRE APRON | ¤30.00 | 12/17/2024 |
| SW ENG - REVIEW 20 | ¤20.00 | 12/17/2024 |
| SW ENG RES REVIEW 200 | ¤200.00 | 12/17/2024 |
| SEWER CREDIT | (¤1,147.00) | 12/17/2024 |
| SEWER INSPECTION | ¤25.00 | 12/17/2024 |
| SEWER CAPITAL FACILITY | ¤6,120.52 | 12/17/2024 |
| WATER CAPITAL FACILITY FEE | ¤4,351.14 | 12/17/2024 |
| SITE PLAN 30 | ¤30.00 | 12/17/2024 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤21,579.49 |