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Permit #2023030552
Permit Details
Status: COED
| Parcel Id: 07-11-31-7016-00120-0980 |
| CONDITIONED SPACE: 2044 sqft |
| GARAGE: 748 sqft |
| OPENED PORCH (WITH ROOF) : 415 sqft |
| PATIO/DECK (NO ROOF) : 140 sqft |
| Total Square Footage: 3347 sqft |
| Block: 00120 |
| Subdivision: 2201 - SECTION 16-COUNTRY CLUB COVE |
| Job Phone: 229-375-9123 |
| Location Address: 1 CURRY CT |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 04/17/2023 |
| NOC: RECORDED |
| Applicant name: WILLIAM ROBERT BARRICK |
| Owner: FAIGAL EYMARD & BEBINA H&W |
|
Address APT 204 PALM COAST, FL 32137 |
|
Address 121 PINE LAKES PKWY NORTH PALM COAST, FL 32137 |
| Lot: 0980 |
| Contracted Stated Job Value: ¤279,683.00 |
| Job Description: Single Family Residence |
| Type: CN |
Contractor
RBI HOMES
| Status | Location Address | State License Number | Phone |
| CANCEL |
21 CEDARWOOD CT PALM COAST, FL 32137 |
RB29003845 (Exp: 08/31/2025) | 386-585-4097 |
Sub Contractors
WILLIAM ROBERT BARRICK
| Status | Location Address | Mailing Address | State License Number | Phone |
| CANCEL |
50 LEANNI WAY PALM COAST, FL 32137 |
STE E2 PALM COAST, FL 32137 |
RC29027799 (Exp: 08/31/2025) | 229-375-9123 |
GARY LLOYD SHEFFIELD
| Status | Location Address | State License Number | Phone |
| ACTIVE |
PO BOX 912 PALM COAST, FL 32164 |
CAC1820539 (Exp: 08/31/2026) | 386-264-0550 |
DAVID SCOTT MORRIS
| Status | Location Address | State License Number | Phone |
| INACTIVE |
63 LEIDEL DR PALM COAST, FL 32137 |
ER13015750 (Exp: 08/31/2026) | 386-569-7262 |
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 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 05/09/2024 | FINAL APPROVED | LMILLER |
| Note: notes below resolved 5/7/2024 - PREVIOUS INSPECTION NOTES 1. Pex piping sticking out of the yard? on left side of garage near ODU. 2. T-stat wiring needs to be sealed where it goes through garage ceiling. 3. AHU filter door not sealing properly 4. Conduit under meter main must be secured per NEC 352.30a 5. Single 30a pole breaker in electrical panel (garage) is not identified per NEC 110.21 6. Single car garage is not operating properly to check door sensors 7. Garage door bucks not anchored per plans, marked plans Stopped inspection did not go inside besides garage, e-cals good. | |||
| ROW - STORMWATER FINAL | 05/08/2024 | APPROVED | EMADISON |
| Note: *** NOTES ADDED BY EMADISON 5/8/2024 10:41:41 AM *** ** 05/08/24 ALL CORRECTIONS MADE ** 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. ____________________________________________________________________________________________________________________ 5/7/2024 - PREVIOUS INSPECTION NOTES 5/6/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY EMADISON 5/6/2024 9:31:49 AM *** ** 05/06/24 REQUIRED CORRECTIONS THAT ARE STILL NEEDED AS NOTED IN THE FIELD SURVEY ** YOU NEED TO REMOVE SEDIMENT FROM THE CANAL BOTTOM AT TWO (2) LOCATIONS ON THE LEFT SIDE 1ST INFRONT OF THE STEPS THAT COME OF THE SCREEN ENCLOSURE 2ND BETWEEN LEFT CORNER OF SEAWALL AND LOCATION STATED ABOVE WILL NEED TO REMOVE THE SEDIMENT ***DO NOT*** PUSH IT INTO CANAL THERE NEEDS TO BE 48 INCHES FROM THE CANAL BOTTOM TO THE TOP OF THE SEAWALL CURRENTLY MEASURES 39 INCHES DUE TO SEDIMENT THAT WASHED INTO THE CANAL DURING CONSTRUCTION Inspector Notes from Inspection 9465 ** 04/19/24 BEFORE ROW FINAL STORMWATER IS APPROVED: ** BUILDER WILL NEED TO MOVE BOTH POP-UP DRAINS IN REAR INSPECTOR IS RECOMMENDING YOU MOVE STRAIGHT OUT FROM STRUCTURE SO THEY FILTER THROUGH THE YARD THEY NEED TO BE INSTALLED SO THEY SIT ON TOP OF THE SOD NOT UNDERNEATH WHICH IS CAUSING WASHOUTS ** YOU NEED TO REMOVE SEDIMENT FROM THE CANAL BOTTOM AT TWO (2) LOCATIONS ON THE LEFT SIDE 1ST INFRONT OF THE STEPS THAT COME OF THE SCREEN ENCLOSURE 2ND BETWEEN LEFT CORNER OF SEAWALL AND LOCATION STATED ABOVE WILL NEED TO REMOVE THE SEDIMENT ***DO NOT*** PUSH IT INTO CANAL THERE NEEDS TO BE 48 INCHES FROM THE CANAL BOTTOM TO THE TOP OF THE SEAWALL ** NEED TO SOD NEARD REAR STEPS AND REMOVE THE SHRUBS FROM IN FRONT OF STEPS AS IT IS A SAFETY HAZARD BLOCKING A MEANS OF EGRESS IN FRONT OF BOTH SETS OF STEPS ** RIGHT SIDE FRONT SWAL ON RIGHT SIDE REMOVE LARGE HUMP AT PROPERTY LINE | |||
| ROW - STORMWATER FINAL | 05/07/2024 | CANCELLED BY APPLICANT | EMADISON |
| Note: 5/6/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY EMADISON 5/6/2024 9:31:49 AM *** ** 05/06/24 REQUIRED CORRECTIONS THAT ARE STILL NEEDED AS NOTED IN THE FIELD SURVEY ** YOU NEED TO REMOVE SEDIMENT FROM THE CANAL BOTTOM AT TWO (2) LOCATIONS ON THE LEFT SIDE 1ST INFRONT OF THE STEPS THAT COME OF THE SCREEN ENCLOSURE 2ND BETWEEN LEFT CORNER OF SEAWALL AND LOCATION STATED ABOVE WILL NEED TO REMOVE THE SEDIMENT ***DO NOT*** PUSH IT INTO CANAL THERE NEEDS TO BE 48 INCHES FROM THE CANAL BOTTOM TO THE TOP OF THE SEAWALL CURRENTLY MEASURES 39 INCHES DUE TO SEDIMENT THAT WASHED INTO THE CANAL DURING CONSTRUCTION Inspector Notes from Inspection 9465 ** 04/19/24 BEFORE ROW FINAL STORMWATER IS APPROVED: ** BUILDER WILL NEED TO MOVE BOTH POP-UP DRAINS IN REAR INSPECTOR IS RECOMMENDING YOU MOVE STRAIGHT OUT FROM STRUCTURE SO THEY FILTER THROUGH THE YARD THEY NEED TO BE INSTALLED SO THEY SIT ON TOP OF THE SOD NOT UNDERNEATH WHICH IS CAUSING WASHOUTS ** YOU NEED TO REMOVE SEDIMENT FROM THE CANAL BOTTOM AT TWO (2) LOCATIONS ON THE LEFT SIDE 1ST INFRONT OF THE STEPS THAT COME OF THE SCREEN ENCLOSURE 2ND BETWEEN LEFT CORNER OF SEAWALL AND LOCATION STATED ABOVE WILL NEED TO REMOVE THE SEDIMENT ***DO NOT*** PUSH IT INTO CANAL THERE NEEDS TO BE 48 INCHES FROM THE CANAL BOTTOM TO THE TOP OF THE SEAWALL ** NEED TO SOD NEARD REAR STEPS AND REMOVE THE SHRUBS FROM IN FRONT OF STEPS AS IT IS A SAFETY HAZARD BLOCKING A MEANS OF EGRESS IN FRONT OF BOTH SETS OF STEPS ** RIGHT SIDE FRONT SWAL ON RIGHT SIDE REMOVE LARGE HUMP AT PROPERTY LINE | |||
| BLD - BUILDING FINAL | 05/07/2024 | Disapproved - NO FEE | MKRASKI |
| Note: 1. Pex piping sticking out of the yard? on left side of garage near ODU. 2. T-stat wiring needs to be sealed where it goes through garage ceiling. 3. AHU filter door not sealing properly 4. Conduit under meter main must be secured per NEC 352.30a 5. Single 30a pole breaker in electrical panel (garage) is not identified per NEC 110.21 6. Single car garage is not operating properly to check door sensors 7. Garage door bucks not anchored per plans, marked plans Stopped inspection did not go inside besides garage, e-cals good. | |||
| ROW - FINAL APRON (AFTER POUR) | 05/06/2024 | APPROVED | EMADISON |
| Note: *** NOTES ADDED BY EMADISON 5/6/2024 9:33:39 AM *** ** 05/06/24 ** 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. Inspector Notes from Inspection 9465 ** 04/19/24 BEFORE ROW FINAL STORMWATER IS APPROVED: ** BUILDER WILL NEED TO MOVE BOTH POP-UP DRAINS IN REAR INSPECTOR IS RECOMMENDING YOU MOVE STRAIGHT OUT FROM STRUCTURE SO THEY FILTER THROUGH THE YARD THEY NEED TO BE INSTALLED SO THEY SIT ON TOP OF THE SOD NOT UNDERNEATH WHICH IS CAUSING WASHOUTS ** YOU NEED TO REMOVE SEDIMENT FROM THE CANAL BOTTOM AT TWO (2) LOCATIONS ON THE LEFT SIDE 1ST INFRONT OF THE STEPS THAT COME OF THE SCREEN ENCLOSURE 2ND BETWEEN LEFT CORNER OF SEAWALL AND LOCATION STATED ABOVE WILL NEED TO REMOVE THE SEDIMENT ***DO NOT*** PUSH IT INTO CANAL THERE NEEDS TO BE 48 INCHES FROM THE CANAL BOTTOM TO THE TOP OF THE SEAWALL ** NEED TO SOD NEARD REAR STEPS AND REMOVE THE SHRUBS FROM IN FRONT OF STEPS AS IT IS A SAFETY HAZARD BLOCKING A MEANS OF EGRESS IN FRONT OF BOTH SETS OF STEPS ** RIGHT SIDE FRONT SWAL ON RIGHT SIDE REMOVE LARGE HUMP AT PROPERTY LINE | |||
| ROW - STORMWATER FINAL | 05/06/2024 | Disapproved -FEE REQUIRED | EMADISON |
| Note: *** NOTES ADDED BY EMADISON 5/6/2024 9:31:49 AM *** ** 05/06/24 REQUIRED CORRECTIONS THAT ARE STILL NEEDED AS NOTED IN THE FIELD SURVEY ** YOU NEED TO REMOVE SEDIMENT FROM THE CANAL BOTTOM AT TWO (2) LOCATIONS ON THE LEFT SIDE 1ST INFRONT OF THE STEPS THAT COME OF THE SCREEN ENCLOSURE 2ND BETWEEN LEFT CORNER OF SEAWALL AND LOCATION STATED ABOVE WILL NEED TO REMOVE THE SEDIMENT ***DO NOT*** PUSH IT INTO CANAL THERE NEEDS TO BE 48 INCHES FROM THE CANAL BOTTOM TO THE TOP OF THE SEAWALL CURRENTLY MEASURES 39 INCHES DUE TO SEDIMENT THAT WASHED INTO THE CANAL DURING CONSTRUCTION Inspector Notes from Inspection 9465 ** 04/19/24 BEFORE ROW FINAL STORMWATER IS APPROVED: ** BUILDER WILL NEED TO MOVE BOTH POP-UP DRAINS IN REAR INSPECTOR IS RECOMMENDING YOU MOVE STRAIGHT OUT FROM STRUCTURE SO THEY FILTER THROUGH THE YARD THEY NEED TO BE INSTALLED SO THEY SIT ON TOP OF THE SOD NOT UNDERNEATH WHICH IS CAUSING WASHOUTS ** YOU NEED TO REMOVE SEDIMENT FROM THE CANAL BOTTOM AT TWO (2) LOCATIONS ON THE LEFT SIDE 1ST INFRONT OF THE STEPS THAT COME OF THE SCREEN ENCLOSURE 2ND BETWEEN LEFT CORNER OF SEAWALL AND LOCATION STATED ABOVE WILL NEED TO REMOVE THE SEDIMENT ***DO NOT*** PUSH IT INTO CANAL THERE NEEDS TO BE 48 INCHES FROM THE CANAL BOTTOM TO THE TOP OF THE SEAWALL ** NEED TO SOD NEARD REAR STEPS AND REMOVE THE SHRUBS FROM IN FRONT OF STEPS AS IT IS A SAFETY HAZARD BLOCKING A MEANS OF EGRESS IN FRONT OF BOTH SETS OF STEPS ** RIGHT SIDE FRONT SWAL ON RIGHT SIDE REMOVE LARGE HUMP AT PROPERTY LINE | |||
| U -UTILITY RESIDENTIAL FINAL | 05/06/2024 | FINAL APPROVED | LFITZGERALD |
| ELEVATION CERTIFICATE-FINAL APPROVAL | 05/03/2024 | APPROVED | JMYERS |
| U-CROSS CONNECTION | 04/22/2024 | APPROVED | DHANEY |
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 04/19/2024 | APPROVED | EMADISON |
| Note: | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 04/19/2024 | APPROVED - AS NOTED | EMADISON |
| Note: ** 04/19/24 BEFORE ROW FINAL STORMWATER IS APPROVED: ** BUILDER WILL NEED TO MOVE BOTH POP-UP DRAINS IN REAR INSPECTOR IS RECOMMENDING YOU MOVE STRAIGHT OUT FROM STRUCTURE SO THEY FILTER THROUGH THE YARD THEY NEED TO BE INSTALLED SO THEY SIT ON TOP OF THE SOD NOT UNDERNEATH WHICH IS CAUSING WASHOUTS ** YOU NEED TO REMOVE SEDIMENT FROM THE CANAL BOTTOM AT TWO (2) LOCATIONS ON THE LEFT SIDE 1ST INFRONT OF THE STEPS THAT COME OF THE SCREEN ENCLOSURE 2ND BETWEEN LEFT CORNER OF SEAWALL AND LOCATION STATED ABOVE WILL NEED TO REMOVE THE SEDIMENT ***DO NOT*** PUSH IT INTO CANAL THERE NEEDS TO BE 48 INCHES FROM THE CANAL BOTTOM TO THE TOP OF THE SEAWALL ** NEED TO SOD NEARD REAR STEPS AND REMOVE THE SHRUBS FROM IN FRONT OF STEPS AS IT IS A SAFETY HAZARD BLOCKING A MEANS OF EGRESS IN FRONT OF BOTH SETS OF STEPS ** RIGHT SIDE FRONT SWAL ON RIGHT SIDE REMOVE LARGE HUMP AT PROPERTY LINE | |||
| ROW- PRE-APRON (PRE-POUR) | 03/12/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 3/12/24 YOU ARE NOW READY TO LAY PAVERS AS OF THIS INSPECTION. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9271 3/7/24 YOU ARE APPROVED TO POUR YOUR PAVER RESTRAINTS AT THIS TIME. ****DO NOT LAY ANY PAVERS**** MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy 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. | |||
| ROW- PAVER RESTRAINTS | 03/07/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 3/7/24 YOU ARE APPROVED TO POUR YOUR PAVER RESTRAINTS AT THIS TIME. ****DO NOT LAY ANY PAVERS**** MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy 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. | |||
| ROW- PRE-APRON (PRE-POUR) | 03/07/2024 | PARTIALLY APPROVED | FSLADISH |
| Note: 3/7/24 PIPE IS GOOD (FLAT). PIPE IS NOW 5 FT FROM ROAD EDGE AS REQUIRED. YOU ARE APPROVED TO POUR DRIVEWAY APRON AND PAVER RESTRAINTS AS OF THIS INSPECTION. **** DO NOT LAY ANY PAVERS UNTIL YOU HAVE COMPLETED A SPREAD AND COMPACTION SECONDARY PREPOUR INSPECTION..**** 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 IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. 3/6/2024 - PREVIOUS INSPECTION NOTES 3/6/24 SPOKE WITH CM. DETERMINED PIPE ELEVATION IS OFF. CANCELLING PER APPLICANT AS A COURTESY. __________________________________________________________________________________________________________________________ 2/28/2024 - PREVIOUS INSPECTION NOTES 2/28/24= CULVERT PIPE IS OUT OF TOLERANCE, NEED TO INSTALL A ELBOW 22.5 MITER END ON THE LEFT SIDE NEED TO BE A 5FT FROM THE ROAD EDGE . /8/24. Imeet the builder to install a culvert pipe at 7,48 or 7,50 invert.NEED TO PAY SPECIAL ATTENTION TO THE APRON DO NOT GO OVER THE 8% SLOPE per gbertola | |||
| ROW- PRE-APRON (PRE-POUR) | 03/06/2024 | CANCELLED BY APPLICANT | FSLADISH |
| Note: 3/6/24 SPOKE WITH CM. DETERMINED PIPE ELEVATION IS OFF. CANCELLING PER APPLICANT AS A COURTESY. __________________________________________________________________________________________________________________________ 2/28/2024 - PREVIOUS INSPECTION NOTES 2/28/24= CULVERT PIPE IS OUT OF TOLERANCE, NEED TO INSTALL A ELBOW 22.5 MITER END ON THE LEFT SIDE NEED TO BE A 5FT FROM THE ROAD EDGE . /8/24. Imeet the builder to install a culvert pipe at 7,48 or 7,50 invert.NEED TO PAY SPECIAL ATTENTION TO THE APRON DO NOT GO OVER THE 8% SLOPE per gbertola | |||
| ROW- PRE-APRON (PRE-POUR) | 02/28/2024 | Disapproved -FEE REQUIRED | GBERTOLA |
| Note: 2/28/24= CULVERT PIPE IS OUT OF TOLERANCE, NEED TO INSTALL A ELBOW 22.5 MITER END ON THE LEFT SIDE NEED TO BE A 5FT FROM THE ROAD EDGE . /8/24. Imeet the builder to install a culvert pipe at 7,48 or 7,50 invert.NEED TO PAY SPECIAL ATTENTION TO THE APRON DO NOT GO OVER THE 8% SLOPE per gbertola | |||
| ROW- PROJECT STATUS | 02/08/2024 | APPROVED | GBERTOLA |
| Note: MEETING WITH THE BUILDER | |||
| ELECTRIC - EARLY POWER | 01/08/2024 | APPROVED | AGAETANO |
| GRAVITY SEWER TEST | 12/12/2023 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| U - SEWER TIE IN | 12/12/2023 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRT5UAL INSPECTION | |||
| LATH/BRICK/ WATER BARRIER | 11/15/2023 | APPROVED | AGAETANO |
| INSULATION | 11/08/2023 | APPROVED | AGAETANO |
| Note: 11/6/2023 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2420 10-26-2023 Dryer vent and kitchen vent not sealed at roof deck properly. Needs mastic. Check at next inspection. 11-06-2023 Insulation not installed. | |||
| INSULATION | 11/06/2023 | Disapproved - NO FEE | AGAETANO |
| Note: Inspector Notes from Inspection 2420 10-26-2023 Dryer vent and kitche vent not sealed at roof deck properly. Needs mastic. Check at next inspection. 11-06-2023 Insulation not installed. | |||
| ALL ROUGH | 10/26/2023 | APPROVED - AS NOTED | AGAETANO |
| Note: 10-26-2023 Dryer vent and kitche vent not sealed at roof deck properly. Needs mastic. Check at next inspection. | |||
| ROOF VALLEY & METAL | 10/24/2023 | APPROVED | AGAETANO |
| WALL SHEATHING | 10/19/2023 | APPROVED | AGAETANO |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 10/19/2023 | APPROVED | AGAETANO |
| ELEV CERT-FOUNDATION APPROVAL | 10/18/2023 | APPROVED - AS NOTED | JMYERS |
| Note: The Foundation elevation certificate has been approved. However, at Final A9c, d, and e need to be 0 not N/A per new instructions. | |||
| FOUND SURVEY APPROVED (OFFICE) | 10/05/2023 | APPROVED | TBAKER |
| TIE BEAM / LINTEL | 09/14/2023 | APPROVED | AGAETANO |
| Note: 9/13/2023 - PREVIOUS INSPECTION NOTES 09-13-2023 1. Down cell covered with soil. Highlighted and noted. 2. Dowel not proper distance. Highlighted and noted.R606.13.4 CLEARANCE FROM MASONRY. 3. Front column down cells not exposed for inspection. | |||
| TIE BEAM / LINTEL | 09/13/2023 | Disapproved - NO FEE | AGAETANO |
| Note: 09-13-2023 1. Down cell covered with soil. Highlighted and noted. 2. Dowel not proper distance. Highlighted and noted.R606.13.4 CLEARANCE FROM MASONRY. 3. Front column down cells not exposed for inspection. | |||
| ELECTRIC - EARLY POWER | 09/08/2023 | CANCELLED BY APPLICANT | WEB |
| MONOLITHIC SLAB | 08/28/2023 | APPROVED | FWILLIS |
| Note: 8/25/2023 - PREVIOUS INSPECTION NOTES 08-25-2023 1. AC chase line cannot be installed as is. P2603.4. 2. UFER ground not visible. | |||
| MONOLITHIC SLAB | 08/25/2023 | Disapproved - NO FEE | AGAETANO |
| Note: 08-25-2023 1. AC chase line cannot be installed as is. P2603.4. 2. UFER ground not visible. | |||
| MONOLITHIC SLAB | 08/24/2023 | CANCELLED BY APPLICANT | WEB |
| PLUMBING 1ST ROUGH UNDERGROUND | 08/18/2023 | APPROVED | MGIBSON |
| STEM WALL FOUNDATION | 08/01/2023 | APPROVED | AGAETANO |
| Note: 7/31/2023 - PREVIOUS INSPECTION NOTES 07-31-2023 Down cells and down rods not visible in all areas. Soil and water is covering multiple cells. | |||
| STEM WALL FOUNDATION | 07/31/2023 | Disapproved - NO FEE | AGAETANO |
| Note: 07-31-2023 Down cells and down rods not visible in all areas. Soil and water is covering multiple cells. | |||
| FOOTER | 07/12/2023 | APPROVED | AGAETANO |
| WATER METER INSTALLATION REQUEST | 05/19/2023 | APPROVED | CSTONE |
Review History
| Department | Status | Date In | Date Out |
| PLFM | COMPLETE | 05/01/2024 | 05/03/2024 |
| Note: Released By: JORDAN MYERS, C.F.M - (386)986-4789 - JMYERS@PALMCOASTGOV.COM The Final elevation certificate has been approved. | |||
| PLFM | HOLD | 04/23/2024 | 04/30/2024 |
| Note: Held By: JORDAN MYERS, C.F.M - (386)986-4789 - JMYERS@PALMCOASTGOV.COM Comments not addressed: A8 a-f need to be N/A per FEMA instructions. A9b needs to be No not N/A. C2e should not be accessory equipment that does not service the building, it should be an A/C or generator not pool equipment; please revise. | |||
| PLFM | HOLD | 04/19/2024 | 04/21/2024 |
| Note: Held By: JORDAN MYERS, C.F.M - (386)986-4789 - JMYERS@PALMCOASTGOV.COM A8 a-f need to be N/A per FEMA instructions. A9b needs to be No not N/A. B9 needs to be listed to the tenth. C2e should not be accessory equipment that does not service the building, it should be an A/C or generator not pool equipment; please revise. | |||
| MECH | COMPLETE | 04/01/2024 | 04/03/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 12/04/2023 | 12/04/2023 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| ZON | HOLD | 11/30/2023 | 11/30/2023 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Please turn in original right of way agreement for recording | |||
| ENGIN1 | COMPLETE | 11/28/2023 | 11/28/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 11/28/2023 | 11/30/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | HOLD | 11/28/2023 | 11/28/2023 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Please provide an electronic copy of a right of way agreement for paver driveway signed by the authorized signer of JMR III LLC once approved we will ask for the original for recording | |||
| BADMIN | INFORMATION | 10/20/2023 | 10/20/2023 |
| Note: Marked INFORMATION By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Please seperate your paperwork. paver detail and the Right of way should be down loaded as such. | |||
| PLFM | COMPLETE | 10/16/2023 | 10/18/2023 |
| Note: Released By: JORDAN MYERS, C.F.M - (386)986-4789 - JMYERS@PALMCOASTGOV.COM The Foundation elevation certificate has been approved. However, at Final A9c, d, and e need to be 0 not N/A per new instructions. | |||
| ELEC | COMPLETE | 10/16/2023 | 10/16/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 10/16/2023 | 10/16/2023 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| PLFM | HOLD | 10/05/2023 | 10/12/2023 |
| Note: Held By: JORDAN MYERS, C.F.M - (386)986-4789 - JMYERS@PALMCOASTGOV.COM A new elevation certificate has been released by FEMA, please revise elevation certificate to be on the new form. B9 needs to be listed to the tenth, 7.0'. There is still a discrepancy between the elevation noted in C2e and the comments in Section D. One says 10.1 the other says 10.00, which is correct? | |||
| ENGIN1 | COMPLETE | 10/04/2023 | 10/05/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 10/04/2023 | 10/04/2023 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| BADMIN | COMPLETE | 09/13/2023 | 09/15/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 07/25/2023 | 07/28/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | HOLD | 07/14/2023 | 07/21/2023 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM 1. ok 2. ok Partial Repeat Comment: 3. Provide stair section from landing adjacent to new open patio to ground / landing below. Show rise and run, show location of handrails, show handrail type (1 or 2),Show attachment and termination details. R311.7.5.1, R311.7.7 R311.7.8. R311.7.8.1. R311.7.8.2, R311.7.8.3, R311.7.5.2, R312.1.2 Repeat Comment: 4. Provide tread depth of 11 inches minimum or provide stair tread nosing detail. R311.7.5.3. Partial Repeat Comment: 5. Provide guard details for landing and stairs including materials, attachement / fastening details, . R312.1 through R312.1.3. | |||
| BLD | HOLD | 06/02/2023 | 06/09/2023 |
| Note: Held By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@PALMCOASTGOV.COM 1. Provide dimensions of landings at top and bottom of stairs. R311.7.6. 2. Show width of stairs. R311.7.1 3. Provide stair section from landing adjacent to new open patio to ground / landing below. Show distance of landing and / or stairs above surrounding grade. Show rise and run, show location of handrails, show handrail type (1 or 2), show handrail mounting height, attachment and termination details. R311.7.5.1, R311.7.7 R311.7.8. R311.7.8.1. R311.7.8.2, R311.7.8.3, R311.7.5.2, R312.1.2 4. Provide tread depth of 11 inches minimum or provide stair tread nosing detail. R311.7.5.3. 5. Provide guard details for landing and stairs including guard height, opening limitations, materials, attachement / fastening details, design loads etc. R312.1 through R312.1.3. | |||
| PLFM | COMPLETE | 04/08/2023 | 04/12/2023 |
| Note: Released By: JORDAN MYERS, C.F.M - (386)986-2320 - JMYERS@PALMCOASTGOV.COM The Construction elevation certificate has been approved. However, at foundation, B9 needs to be 7.0' and there is a discrepancy between the elevation noted in C2e and the comments in Section D for the elevation of C2e. These will need to be fixed on the Foundation elevation certificate for it to be approved. | |||
| PLFM | HOLD | 04/03/2023 | 04/03/2023 |
| Note: Held By: JORDAN MYERS, C.F.M - (386)986-2320 - JMYERS@PALMCOASTGOV.COM Comment not addressed: A4 needs to have a use stated, it is still being left blank. In Section D there appears to be text from a digital seal, if this document is meant to be digitally sealed it cannot be printed and then scanned and uploaded, that voids the seal. There are also pages now missing from the upload, please upload all 6 pages of the elevation certificate. | |||
| PLFM | HOLD | 03/30/2023 | 03/31/2023 |
| Note: Held By: JORDAN MYERS, C.F.M - (386)986-2320 - JMYERS@PALMCOASTGOV.COM Comment not addressed: A4 needs to have a use stated. | |||
| ZON | COMPLETE | 03/22/2023 | 03/22/2023 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| PLFM | HOLD | 03/22/2023 | 03/23/2023 |
| Note: Held By: JORDAN MYERS, C.F.M - (386)986-2320 - JMYERS@PALMCOASTGOV.COM A4 needs to have a use stated. The elevations in C2 do not match what is shown on the Site Plan. For example: the proposed FFE on the site plan is 10.5 while the EC has it at 10.3, the LAG on the EC is 6.0 but on the site plan there is a 5.5, the HAG on the EC is 9.7 but on the site plan it is 10.0. Please correct either EC or site plan to match each other. | |||
| ENGIN1 | COMPLETE | 03/22/2023 | 03/22/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 03/22/2023 | 03/29/2023 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM | |||
| PLFM | HOLD | 03/14/2023 | 03/14/2023 |
| Note: Held By: JORDAN MYERS, C.F.M - (386)986-2320 - JMYERS@PALMCOASTGOV.COM Please provide Construction elevation certificate as house is located inside the SFHA. | |||
| BADMIN | COMPLETE | 03/12/2023 | 03/13/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 03/10/2023 | 03/13/2023 |
| Note: Released By: JPI | |||
| CUSVC | COMPLETE | 03/10/2023 | 03/15/2023 |
| Note: Released By: LISA ASBILL - - lasbill@palmcoastgov.com | |||
| ELEC | COMPLETE | 03/10/2023 | 03/13/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 03/10/2023 | 03/10/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 03/10/2023 | 03/13/2023 |
| LOCATE | COMPLETE | 03/10/2023 | 03/14/2023 |
| Note: Released By: CANDACE STONE - - CSTONE@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 03/10/2023 | 03/13/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 03/10/2023 | 03/16/2023 |
| Note: Released By: ROBERT GROSS - (386)986-4769 - RGROSS@PALMCOASTGOV.COM | |||
| ZON | HOLD | 03/10/2023 | 03/14/2023 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM All Rear windows and doors must have banding this house backs to a canal | |||
| SWALE | COMPLETE | 03/10/2023 | 03/29/2023 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| CONTRACTOR CHANGE | ¤20.00 | 05/08/2024 |
| RECORDING FEE REIMBURSE DOC | ¤44.00 | 05/08/2024 |
| SW ENG REINSPECTION 20 | ¤20.00 | 05/08/2024 |
| SW ENG REINSPECTION 20 | ¤20.00 | 05/08/2024 |
| SW ENG REINSPECTION 30 | ¤30.00 | 05/08/2024 |
| PLAN REVIEW - REVISION | ¤32.50 | 05/08/2024 |
| PLAN REVIEW - REVISION | ¤32.50 | 05/08/2024 |
| CONNECTION FEES | ¤1,166.26 | 04/17/2023 |
| WATER-METER | ¤505.39 | 04/17/2023 |
| WATER- TURN ON | ¤25.00 | 04/17/2023 |
| WATER- TURN ON | ¤25.00 | 04/17/2023 |
| ADJUSTMENT 50% | (¤510.97) | 04/17/2023 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 04/17/2023 |
| INSPECTION - RESIDENTIAL | ¤772.75 | 04/17/2023 |
| PLAN REVIEW - RESIDENTIAL | ¤219.18 | 04/17/2023 |
| SW ENG - REVIEW 20 | ¤20.00 | 04/17/2023 |
| SW ENG RES REVIEW 200 | ¤200.00 | 04/17/2023 |
| TRANS IMPACT FEE ADMIN | ¤54.36 | 04/17/2023 |
| TRANS IMPACT FEE ADMIN | (¤54.36) | 04/17/2023 |
| SEWER CREDIT | (¤1,147.00) | 04/17/2023 |
| SEWER INSPECTION | ¤25.00 | 04/17/2023 |
| SEWER CAPITAL FACILITY | ¤5,344.82 | 04/17/2023 |
| WATER CAPITAL FACILITY FEE | ¤3,923.88 | 04/17/2023 |
| SITE PLAN 30 | ¤30.00 | 04/17/2023 |
| IMPACT FEE TRANSPORTATION | ¤1,812.00 | 04/17/2023 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 04/17/2023 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 04/17/2023 |
| PARKS IMPACT FEE ADMIN | ¤53.07 | 04/17/2023 |
| PARKS IMPACT FEE ADMIN | (¤53.07) | 04/17/2023 |
| SURCHARGE FS 533.721 | ¤3.30 | 04/17/2023 |
| SURCHARGE - FS 468.631 | ¤4.95 | 04/17/2023 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 04/17/2023 |
| SW ENG INSPECTION 80 | ¤80.00 | 04/17/2023 |
| SW ENG PRE APRON | ¤30.00 | 04/17/2023 |
| FIRE IMPACT FEE ADMIN | ¤12.62 | 04/17/2023 |
| FIRE IMPACT FEE ADMIN | (¤12.62) | 04/17/2023 |
| FC IMPACT FEE EMS | ¤62.00 | 04/17/2023 |
| IMPACT FEE FIRE | ¤420.52 | 04/17/2023 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 04/17/2023 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 04/17/2023 |
| IMPACT FEE PARKS | ¤1,769.15 | 04/17/2023 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 04/17/2023 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤21,016.23 |