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Permit #2025010166
Permit Details
Status: COED
| Parcel Id: 07-11-31-7035-00180-0100 |
| CONDITIONED SPACE: 1800 sqft |
| GARAGE: 410 sqft |
| OPENED PORCH (WITH ROOF) : 36 sqft |
| Total Square Footage: 2246 sqft |
| Block: 00180 |
| Subdivision: - |
| Job Phone: 689-250-2429 |
| Location Address: 11 BURNELL DR |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 01/22/2025 |
| NOC: RECORDED |
| Applicant name: RYAN M COURECH |
| Owner: A AND R MERIDIAN REAL ESTATE DEVELOPMENT LLC |
|
Address 688 N ORLANDO AVENUE ORLANDO, FL 32801 |
|
Address SUITE 207 ORLANDO, FL 32801 |
| Lot: 0100 |
| 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 |
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 |
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 |
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 | EMADISON |
| 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 | EMADISON |
| 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 | 09/10/2025 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 09/10/25 LEFT REAR AND DOWN LEFT SIDE IS HOLDING WATER NEED TO HAVE POSITIVE FALL TO THE FRONT ** 4) Positive fall is considered to be 0.10 of a foot every 20 feet. Section 300.01 D(4) V-17 ** AS NOTED IN PREVIOUS INSPECTION BUILDER STILL REQUIRED TO MAKE CORRECTIONS NOTED ** RIGHT REAR CORNER OF PROPERTY NEED TO SOD SLOPE THAT WAS LEFT BARE EARTH ** SEED AND STRAW ACROSS REAR PROPERTY LINE OR SOD ** SOD LEFT SIDE NEAR PEP TANK FILL IN LEFT SIDE WHERE SOD MISSING ** CLEAN CULVERT PIPE ____________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 ** 09/05/25 BEFORE THE ROW STORMWATER FINAL ** RIGHT REAR CORNER OF PROPERTY NEED TO SOD SLOPE THAT WAS LEFT BARE EARTH ** SEED AND STRAW ACROSS REAR PROPERTY LINE OR SOD ** SOD LEFT SIDE NEAR PEP TANK AND FILL IN SWALE LEFT SIDE WHERE SOD MISSING ** CLEAN CULVERT PIPE | |||
| ROW - FINAL APRON (AFTER POUR) | 09/10/2025 | APPROVED | EMADISON |
| 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 | 09/05/2025 | APPROVED | EMADISON |
| ROW FIELD SURVEY /GRADING CERTIFICATION | 09/05/2025 | APPROVED - AS NOTED | EMADISON |
| Note: ** 09/05/25 BEFORE THE ROW STORMWATER FINAL ** RIGHT REAR CORNER OF PROPERTY NEED TO SOD SLOPE THAT WAS LEFT BARE EARTH ** SEED AND STRAW ACROSS REAR PROPERTY LINE OR SOD ** SOD LEFT SIDE NEAR PEP TANK AND FILL IN SWALE LEFT SIDE WHERE SOD MISSING ** CLEAN CULVERT PIPE | |||
| BLD - BUILDING FINAL | 09/05/2025 | Approval - Private Provider | PPROVIDER |
| ROW- PRE-APRON (PRE-POUR) | 08/18/2025 | APPROVED - AS NOTED | EMADISON |
| Note: ** 08/18/25CORRECTIONS MADE BENCH MARK RE-ESTABLISHED ** ENSURE YOU BACK FILL ALONG FORM BOARDS TO CONTAIN CONCRETE WITHIN THE POUR AREA ** 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. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. ** BUILDERS RESPONSIBILITY TO ENSURE CULVERT ELEVATION IS WITHIN TOLERANCE BEFORE THE POUR IN THE EVENT OF RAIN CHECK COMPACTION OF MATERIAL **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ______________________________________________________________________________________________________________________ 8/15/2025 - PREVIOUS INSPECTION NOTES ** 08/15/25 THIS INSPECTOR SHOT THE ELEVATION FROM THE NAIL IN POWER POLE THAT WAS LEFT AS BENCH MARK AFTER BUILDER REMOVED (1) OF THE (2) NALS THAT WAS IN POWER POLE FROM PREVIOUS INSPECTION CULVERT ELEVATION IS NOW SHOWING TO BE .65 OUT OF TOLERANCE AND DOES NOT CROSS REFERENCE WITH THE NAIL AND DISK AT CENTER LINE ELEVATION OF (28.05). ** SEE ATTACHED PHOTO OF NAIL LEFT IN POWER AS BENCH MARK. ** BACK FILL OR EXTEND FORM BOARDS TO CONTAIN CONCRETE WITHIN THE POUR AREA ** SEE ALL ATTACHED PHOTOS ________________________________________________________________________________________________________________________ 8/13/2025 - PREVIOUS INSPECTION NOTES ** 08/13/25 BUILDER NEEDS TO IDENTIFY CORRECT BENCH MARK AS THERE ARE (2) NAILS IN POWER POLE ** 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 be accepted if the above locations are not available on site. (The benchmark must be maintained throughout the construction cycle and will be used in the swale plan and Final Survey). NAVD 1988 data sheets are available http://www.ngs.noaa.gov. Section 300.01 B(9) V-15." | |||
| ROW- PRE-APRON (PRE-POUR) | 08/15/2025 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 08/15/25 THIS INSPECTOR SHOT THE ELEVATION FROM THE NAIL IN POWER POLE THAT WAS LEFT AS BENCH MARK AFTER BUILDER REMOVED (1) OF THE (2) NALS THAT WAS IN POWER POLE FROM PREVIOUS INSPECTION CULVERT ELEVATION IS NOW SHOWING TO BE .65 OUT OF TOLERANCE AND DOES NOT CROSS REFERENCE WITH THE NAIL AND DISK AT CENTER LINE ELEVATION OF (28.05). ** SEE ATTACHED PHOTO OF NAIL LEFT IN POWER AS BENCH MARK. ** BACK FILL OR EXTEND FORM BOARDS TO CONTAIN CONCRETE WITHIN THE POUR AREA ** SEE ALL ATTACHED PHOTOS ________________________________________________________________________________________________________________________ 8/13/2025 - PREVIOUS INSPECTION NOTES ** 08/13/25 BUILDER NEEDS TO IDENTIFY CORRECT BENCH MARK AS THERE ARE (2) NAILS IN POWER POLE ** 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 be accepted if the above locations are not available on site. (The benchmark must be maintained throughout the construction cycle and will be used in the swale plan and Final Survey). NAVD 1988 data sheets are available http://www.ngs.noaa.gov. Section 300.01 B(9) V-15." | |||
| ROW - DRAINAGE | 08/13/2025 | APPROVED | EMADISON |
| Note: ** 08/13 CORRECTIONS MADE BUILDER PREPARING FOR FINAL GRADE 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 ______________________________________________________________________________________________________________ 8/6/2025 - PREVIOUS INSPECTION NOTES ** 08/06/25 BUILDER IS REQUIRED TO OPEN THE ROADSIDE SWALE TEMPORARY CULVERT AS IT IS COMPLETELY BLOCKED. ** CLEAN ALL CONSTRUCTION DEBRIS AND TRASH FROM PROPERTY AND THE RIGHT OF WAY (ROW) ** YOU WILL HAVE 7 DAYS TO MAKE ALL CORRECTIONS IF CORRECTIONS HAVE NOT BEEN COMPLETED IN THIS TIME YOUR PERMIT WILL BE PUT ON A PRIORITY 1 STATUS INSPECTION HOLD UNTIL ALL CORRECTIONS HAVE BEEN MADE ** SEE ATTACHED PHOTOS ** FOLLOW UP INSPECTION ON 08/13/25 | |||
| ROW- PRE-APRON (PRE-POUR) | 08/13/2025 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 08/13/25 BUILDER NEEDS TO IDENTIFY CORRECT BENCH MARK AS THERE ARE (2) NAILS IN POWER POLE ** 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 be accepted if the above locations are not available on site. (The benchmark must be maintained throughout the construction cycle and will be used in the swale plan and Final Survey). NAVD 1988 data sheets are available http://www.ngs.noaa.gov. Section 300.01 B(9) V-15." | |||
| U-CROSS CONNECTION | 08/06/2025 | APPROVED | BWRIGHT |
| GRAVITY SEWER TEST | 08/06/2025 | Approval - Private Provider | PPROVIDER |
| ROW - DRAINAGE | 08/06/2025 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 08/06/25 BUILDER IS REQUIRED TO OPEN THE ROADSIDE SWALE TEMPORARY CULVERT AS IT IS COMPLETELY BLOCKED. ** CLEAN ALL CONSTRUCTION DEBRIS AND TRASH FROM PROPERTY AND THE RIGHT OF WAY (ROW) ** YOU WILL HAVE 7 DAYS TO MAKE ALL CORRECTIONS IF CORRECTIONS HAVE NOT BEEN COMPLETED IN THIS TIME YOUR PERMIT WILL BE PUT ON A PRIORITY 1 STATUS INSPECTION HOLD UNTIL ALL CORRECTIONS HAVE BEEN MADE ** SEE ATTACHED PHOTOS ** FOLLOW UP INSPECTION ON 08/13/25 | |||
| U - SEWER TIE IN | 08/06/2025 | APPROVED | MGIBSON |
| ELECTRIC - EARLY POWER | 07/24/2025 | Approval - Private Provider | PPROVIDER |
| PEP TANK INSTALLATION REQUEST | 07/15/2025 | APPROVED | CBOWERMASTER |
| INSULATION | 06/26/2025 | Approval - Private Provider | PPROVIDER |
| ALL ROUGH | 06/20/2025 | Approval - Private Provider | PPROVIDER |
| LATH/BRICK/ WATER BARRIER | 06/16/2025 | Approval - Private Provider | PPROVIDER |
| WALL SHEATHING | 06/12/2025 | Approval - Private Provider | PPROVIDER |
| ROOF VALLEY & METAL | 05/30/2025 | Approval - Private Provider | PPROVIDER |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 04/30/2025 | Approval - Private Provider | PPROVIDER |
| TIE BEAM / LINTEL | 04/25/2025 | Approval - Private Provider | PPROVIDER |
| MONOLITHIC SLAB | 04/25/2025 | Approval - Private Provider | PPROVIDER |
| PLUMBING 1ST ROUGH UNDERGROUND | 04/25/2025 | Approval - Private Provider | PPROVIDER |
| FOUND SURVEY APPROVED (OFFICE) | 04/15/2025 | APPROVED | RRICKS |
| GEOTECHNICAL REPORT APPROVAL (OFFICE USE) | 03/04/2025 | APPROVED | PKNAPIK |
| WATER METER INSTALLATION REQUEST | 02/11/2025 | APPROVED | CBOWERMASTER |
Review History
| Department | Status | Date In | Date Out |
| BLD | COMPLETE | 06/13/2025 | 06/18/2025 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BADMIN | INFORMATION | 06/12/2025 | 06/12/2025 |
| Note: Marked INFORMATION By: SCOTT THOMAS - (386)986-3780 - STHOMAS@PALMCOASTGOV.COM 1. INSPECTIONS NOT SCHEDULED | |||
| ENGIN1 | COMPLETE | 04/14/2025 | 04/15/2025 |
| Note: Released By: RODNEY RICKS - - RRICKS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 04/14/2025 | 04/14/2025 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 03/03/2025 | 03/04/2025 |
| Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 01/14/2025 | 01/15/2025 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 01/14/2025 | 01/17/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 01/14/2025 | 01/15/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2326 - LSALYERDS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 01/14/2025 | 01/14/2025 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 01/08/2025 | 01/16/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2326 - LSALYERDS@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 01/07/2025 | 01/08/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2326 - LSALYERDS@PALMCOASTGOV.COM | |||
| LOCATE | COMPLETE | 01/07/2025 | 01/13/2025 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 01/07/2025 | 01/10/2025 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Please indicate FFE to the nearest hundredth of a foot. | |||
| ZON | COMPLETE | 01/07/2025 | 01/07/2025 |
| Note: Released By: LIBBY RAYBURN - - LRAYBURN@PALMCOASTGOV.COM | |||
| MECH | HOLD | 01/07/2025 | 01/13/2025 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Indoor design temp on heatload must be a minimum of 75 degrees per R302.1 FBC Energy Conservation 2023 8Th edition | |||
| BADMIN | COMPLETE | 01/07/2025 | 01/14/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| CUSVC | COMPLETE | 01/07/2025 | 01/07/2025 |
| Note: Released By: PAMELA MILLER - - |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| SW ENG REINSPECTION 20 | ¤20.00 | 09/11/2025 |
| SW ENG REINSPECTION 30 | ¤30.00 | 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 |
| SW ENG INSPECTION 80 | ¤80.00 | 01/22/2025 |
| SW ENG PRE APRON | ¤30.00 | 01/22/2025 |
| SW ENG - REVIEW 20 | ¤20.00 | 01/22/2025 |
| SW ENG RES REVIEW 200 | ¤200.00 | 01/22/2025 |
| SEWER CREDIT | (¤850.00) | 01/22/2025 |
| SEWER INSPECTION | ¤25.00 | 01/22/2025 |
| SEWER CAPITAL FACILITY | ¤6,120.52 | 01/22/2025 |
| WATER CAPITAL FACILITY FEE | ¤4,351.14 | 01/22/2025 |
| SITE PLAN 30 | ¤30.00 | 01/22/2025 |
| WATER- TURN ON | ¤25.00 | 01/22/2025 |
| ADJUSTMENT 10% | (¤11.32) | 01/22/2025 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 01/22/2025 |
| ADMINISTRATIVE - RESID PP | ¤225.00 | 01/22/2025 |
| PLAN REVIEW - APPROVED MASTER | ¤83.20 | 01/22/2025 |
| CONNECTION FEES | ¤1,187.26 | 01/22/2025 |
| FC IMPACT FEE EMS | ¤62.00 | 01/22/2025 |
| IMPACT FEE FIRE | ¤434.51 | 01/22/2025 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 01/22/2025 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 01/22/2025 |
| IMPACT FEE PARKS | ¤1,828.01 | 01/22/2025 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 01/22/2025 |
| IMPACT FEE TRANSPORTATION | ¤1,916.00 | 01/22/2025 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 01/22/2025 |
| SURCHARGE FS 533.721 | ¤3.27 | 01/22/2025 |
| SURCHARGE - FS 468.631 | ¤4.90 | 01/22/2025 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 01/22/2025 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤21,895.49 |