Status: COED

Parcel Id: 07-11-31-7024-00440-0140

CONDITIONED SPACE: 1517 sqft

GARAGE: 394 sqft

Total Square Footage: 1911 sqft

Block: 00440

Subdivision: 2167 - SECTION 24-PINE GROVE

Job Phone: 475-276-4384

Location Address: 15 PRAVER LN

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 09/14/2022

NOC: RECORDED

Applicant name: WADE GILMER JURNEY JR

Owner: NATIONAL HOME CORPORATION

Address 4850 TAMIAMI TRAIL N NAPLES, FL 34103

Lot: 0140

Contracted Stated Job Value: ¤208,353.00

Job Description: Single Family Residence

Type: CN

Contractor

NATIONAL HOME CORPORATION

Status	Location Address	Mailing Address	State License Number	Phone
INACTIVE	1080 HOLCOMB BRIDGE ROAD ,	BLDG 100 - 330 ROSWELL , GA 30076	CBC1257700 (Exp: 08/31/2026)	471-817-1259

Sub Contractors

DUSTIN L ESTEP

Status	Location Address	State License Number	Phone	Fax
ACTIVE	2041 N HIAWASSEE RD APOPKA, FL 32703	CCC1330971 (Exp: 08/31/2026)	407-702-0206	352-988-6629

JASON PATRICK RIBOCK

Status	Location Address	State License Number	Phone
INACTIVE	620 E PINE ST , 0	ES12001313 (Exp: 08/31/2026)	407-625-0257

RUSSELL J CARTER

Status	Location Address	State License Number	Phone	Fax
ACTIVE	PO BOX 302 DELAND, FL 32721	CFC1425938 (Exp: 08/31/2026)	386-736-4220	386-736-4219

RANDALL SCOTT ROSENFELD

Status	Location Address	State License Number	Phone
ACTIVE	234 N WHITNEY ST PALM COAST, FL 32084	CAC1816641 (Exp: 08/31/2026)	904-599-0082

Inspection History

Type	Request Date	Result	Inspector
ROW - STORMWATER FINAL	02/09/2024	APPROVED	JMYERS
Note: Inspector Notes from Inspection 9471 09/19/23 SOD ON LEFT SIDE LOWERED TO MATCH GRADE. 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 9465 09/14/23 UPON WALKING SITE DETERMINED THE THE LEFT SIDE SWALE AT PROPERTY LINE IS HIGHER AS INDICATED IN FINAL SURVEY, WILL NEED TO ADDRESS THIS BEFORE ROW FINAL. OTHERWISE DRAINGE WILL WORK AS INDICATED. PASSING AS NOTED. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 09/14/23 PIPE ELEVATION CORRECTION MADE. LEFT SIDE SWALE AT PROPERTY LINE IS SHOWING .3 HIGHER THAN LAST SWALE ELEVATION SHOT TO THE RIGHT. PASSING THIS SUURVEY AS NOTED. WILL SEE IF THIS IS TRUE ON THE FIELD SURVEY. 9/8/2023 - PREVIOUS INSPECTION NOTES 09/08/23 SURVEY SHOWS CULVERT PIPE FLOWING IN THE WRONG DIRECTION (UPHILL) AS SPECIFIED IN THE SWALE PLAN DIAGRAM. Sec.300.01c3 Sec 300.01c3 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 feet in the direction of the drainage flow Inspector Notes from Inspection 9470 Long site meet with neighbor to explain that the builder grade the way the city requires. Homeowner has a low spot that use to flow onto this vacant. Inspector Notes from Inspection 9270 ** 06/26/23 CM ON SITE FOR INSPECTION RE-ESTABLISHING 6 INCHES OF CONCRETE ACROSS THE EDGE OF ROAD IN THE APRON AND FOOTERS ** 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. **Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh. Inspector Notes from Inspection 9471 09/19/23 SOD ON LEFT SIDE LOWERED TO MATCH GRADE. 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 9465 09/14/23 UPON WALKING SITE DETERMINED THE THE LEFT SIDE SWALE AT PROPERTY LINE IS HIGHER AS INDICATED IN FINAL SURVEY, WILL NEED TO ADDRESS THIS BEFORE ROW FINAL. OTHERWISE DRAINGE WILL WORK AS INDICATED. PASSING AS NOTED. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 09/14/23 PIPE ELEVATION CORRECTION MADE. LEFT SIDE SWALE AT PROPERTY LINE IS SHOWING .3 HIGHER THAN LAST SWALE ELEVATION SHOT TO THE RIGHT. PASSING THIS SUURVEY AS NOTED. WILL SEE IF THIS IS TRUE ON THE FIELD SURVEY. 9/8/2023 - PREVIOUS INSPECTION NOTES 09/08/23 SURVEY SHOWS CULVERT PIPE FLOWING IN THE WRONG DIRECTION (UPHILL) AS SPECIFIED IN THE SWALE PLAN DIAGRAM. Sec.300.01c3 Sec 300.01c3 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 feet in the direction of the drainage flow Inspector Notes from Inspection 9470 Long site meet with neighbor to explain that the builder grade the way the city requires. Homeowner has a low spot that use to flow onto this vacant. Inspector Notes from Inspection 9270 ** 06/26/23 CM ON SITE FOR INSPECTION RE-ESTABLISHING 6 INCHES OF CONCRETE ACROSS THE EDGE OF ROAD IN THE APRON AND FOOTERS ** 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. **Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh.
BLD - BUILDING FINAL	09/22/2023	FINAL APPROVED	KSANDOE
Note: 9/21/2023 - PREVIOUS INSPECTION NOTES P3103.5Location of vent terminal. An open vent terminal from a drainage system shall not be located less than 4 feet (1219 mm) directly beneath any door, openable window, or other air intake opening of the building or of an adjacent building, nor shall any such vent terminal be within 10 feet (3048 mm) horizontally of such an opening unless it is not less than 3 feet (914 mm) above the top of such opening. Washer breaker tripped.
BLD - BUILDING FINAL	09/21/2023	Disapproved - NO FEE	KSANDOE
Note: P3103.5Location of vent terminal. An open vent terminal from a drainage system shall not be located less than 4 feet (1219 mm) directly beneath any door, openable window, or other air intake opening of the building or of an adjacent building, nor shall any such vent terminal be within 10 feet (3048 mm) horizontally of such an opening unless it is not less than 3 feet (914 mm) above the top of such opening. Washer breaker tripped.
U -UTILITY RESIDENTIAL FINAL	09/20/2023	FINAL APPROVED	LFITZGERALD
Note: 9/19/2023 - PREVIOUS INSPECTION NOTES lower sewer C/O and repair damaged water meter box so lid fits securely
U -UTILITY RESIDENTIAL FINAL	09/19/2023	Disapproved - NO FEE	LFITZGERALD
Note: lower sewer C/O and repair damaged water meter box so lid fits securely
ROW - STORMWATER FINAL	09/19/2023	APPROVED - AS NOTED	FSLADISH
Note: 09/19/23 SOD ON LEFT SIDE LOWERED TO MATCH GRADE. 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 9465 09/14/23 UPON WALKING SITE DETERMINED THE THE LEFT SIDE SWALE AT PROPERTY LINE IS HIGHER AS INDICATED IN FINAL SURVEY, WILL NEED TO ADDRESS THIS BEFORE ROW FINAL. OTHERWISE DRAINGE WILL WORK AS INDICATED. PASSING AS NOTED. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 09/14/23 PIPE ELEVATION CORRECTION MADE. LEFT SIDE SWALE AT PROPERTY LINE IS SHOWING .3 HIGHER THAN LAST SWALE ELEVATION SHOT TO THE RIGHT. PASSING THIS SUURVEY AS NOTED. WILL SEE IF THIS IS TRUE ON THE FIELD SURVEY. 9/8/2023 - PREVIOUS INSPECTION NOTES 09/08/23 SURVEY SHOWS CULVERT PIPE FLOWING IN THE WRONG DIRECTION (UPHILL) AS SPECIFIED IN THE SWALE PLAN DIAGRAM. Sec.300.01c3 Sec 300.01c3 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 feet in the direction of the drainage flow Inspector Notes from Inspection 9470 Long site meet with neighbor to explain that the builder grade the way the city requires. Homeowner has a low spot that use to flow onto this vacant. Inspector Notes from Inspection 9270 ** 06/26/23 CM ON SITE FOR INSPECTION RE-ESTABLISHING 6 INCHES OF CONCRETE ACROSS THE EDGE OF ROAD IN THE APRON AND FOOTERS ** 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. **Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh.
ROW - FINAL APRON (AFTER POUR)	09/19/2023	APPROVED	FSLADISH
Note: 09/19/23 PIPE IS GOOD. CUTS MADE. CULVERTS OK. HOT PATCH COMPLETED. 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 9465 09/14/23 UPON WALKING SITE DETERMINED THE THE LEFT SIDE SWALE AT PROPERTY LINE IS HIGHER AS INDICATED IN FINAL SURVEY, WILL NEED TO ADDRESS THIS BEFORE ROW FINAL. OTHERWISE DRAINGE WILL WORK AS INDICATED. PASSING AS NOTED. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 09/14/23 PIPE ELEVATION CORRECTION MADE. LEFT SIDE SWALE AT PROPERTY LINE IS SHOWING .3 HIGHER THAN LAST SWALE ELEVATION SHOT TO THE RIGHT. PASSING THIS SUURVEY AS NOTED. WILL SEE IF THIS IS TRUE ON THE FIELD SURVEY. 9/8/2023 - PREVIOUS INSPECTION NOTES 09/08/23 SURVEY SHOWS CULVERT PIPE FLOWING IN THE WRONG DIRECTION (UPHILL) AS SPECIFIED IN THE SWALE PLAN DIAGRAM. Sec.300.01c3 Sec 300.01c3 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 feet in the direction of the drainage flow Inspector Notes from Inspection 9470 Long site meet with neighbor to explain that the builder grade the way the city requires. Homeowner has a low spot that use to flow onto this vacant. Inspector Notes from Inspection 9270 ** 06/26/23 CM ON SITE FOR INSPECTION RE-ESTABLISHING 6 INCHES OF CONCRETE ACROSS THE EDGE OF ROAD IN THE APRON AND FOOTERS ** 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. **Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh.
ROW- FINAL SURVEY/GRADING CERTIFICATION	09/14/2023	APPROVED - AS NOTED	FSLADISH
Note: 09/14/23 PIPE ELEVATION CORRECTION MADE. LEFT SIDE SWALE AT PROPERTY LINE IS SHOWING .3 HIGHER THAN LAST SWALE ELEVATION SHOT TO THE RIGHT. PASSING THIS SUURVEY AS NOTED. WILL SEE IF THIS IS TRUE ON THE FIELD SURVEY. 9/8/2023 - PREVIOUS INSPECTION NOTES 09/08/23 SURVEY SHOWS CULVERT PIPE FLOWING IN THE WRONG DIRECTION (UPHILL) AS SPECIFIED IN THE SWALE PLAN DIAGRAM. Sec.300.01c3 Sec 300.01c3 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 feet in the direction of the drainage flow Inspector Notes from Inspection 9470 Long site meet with neighbor to explain that the builder grade the way the city requires. Homeowner has a low spot that use to flow onto this vacant. Inspector Notes from Inspection 9270 ** 06/26/23 CM ON SITE FOR INSPECTION RE-ESTABLISHING 6 INCHES OF CONCRETE ACROSS THE EDGE OF ROAD IN THE APRON AND FOOTERS ** 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. **Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh.
ROW FIELD SURVEY /GRADING CERTIFICATION	09/14/2023	APPROVED - AS NOTED	FSLADISH
Note: 09/14/23 UPON WALKING SITE DETERMINED THE THE LEFT SIDE SWALE AT PROPERTY LINE IS HIGHER AS INDICATED IN FINAL SURVEY, WILL NEED TO ADDRESS THIS BEFORE ROW FINAL. OTHERWISE DRAINGE WILL WORK AS INDICATED. PASSING AS NOTED. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 09/14/23 PIPE ELEVATION CORRECTION MADE. LEFT SIDE SWALE AT PROPERTY LINE IS SHOWING .3 HIGHER THAN LAST SWALE ELEVATION SHOT TO THE RIGHT. PASSING THIS SUURVEY AS NOTED. WILL SEE IF THIS IS TRUE ON THE FIELD SURVEY. 9/8/2023 - PREVIOUS INSPECTION NOTES 09/08/23 SURVEY SHOWS CULVERT PIPE FLOWING IN THE WRONG DIRECTION (UPHILL) AS SPECIFIED IN THE SWALE PLAN DIAGRAM. Sec.300.01c3 Sec 300.01c3 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 feet in the direction of the drainage flow Inspector Notes from Inspection 9470 Long site meet with neighbor to explain that the builder grade the way the city requires. Homeowner has a low spot that use to flow onto this vacant. Inspector Notes from Inspection 9270 ** 06/26/23 CM ON SITE FOR INSPECTION RE-ESTABLISHING 6 INCHES OF CONCRETE ACROSS THE EDGE OF ROAD IN THE APRON AND FOOTERS ** 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. **Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh.
ROW- FINAL SURVEY/GRADING CERTIFICATION	09/08/2023	Disapproved - NO FEE	FSLADISH
Note: 09/08/23 SURVEY SHOWS CULVERT PIPE FLOWING IN THE WRONG DIRECTION (UPHILL) AS SPECIFIED IN THE SWALE PLAN DIAGRAM. Sec.300.01c3 Sec 300.01c3 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 feet in the direction of the drainage flow Inspector Notes from Inspection 9470 Long site meet with neighbor to explain that the builder grade the way the city requires. Homeowner has a low spot that use to flow onto this vacant. Inspector Notes from Inspection 9270 ** 06/26/23 CM ON SITE FOR INSPECTION RE-ESTABLISHING 6 INCHES OF CONCRETE ACROSS THE EDGE OF ROAD IN THE APRON AND FOOTERS ** 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. **Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh.
ROW - DRAINAGE	08/16/2023	APPROVED - AS NOTED	RGROSS
Note: Long site meet with neighbor to explain that the builder grade the way the city requires. Homeowner has a low spot that use to flow onto this vacant. Inspector Notes from Inspection 9270 ** 06/26/23 CM ON SITE FOR INSPECTION RE-ESTABLISHING 6 INCHES OF CONCRETE ACROSS THE EDGE OF ROAD IN THE APRON AND FOOTERS ** 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. **Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh.
ELECTRIC - EARLY POWER	07/18/2023	APPROVED - AS NOTED	KSANDOE
Note: Emailed FPL @ 0917. Release Power 7/13/2023 - PREVIOUS INSPECTION NOTES Not ready for inspection. Sub Panel incomplete 6/13/2023 - PREVIOUS INSPECTION NOTES Not ready for inspection
ELECTRIC - EARLY POWER	07/13/2023	Disapproved -FEE REQUIRED	KSANDOE
Note: Not ready for inspection. Sub Panel incomplete 6/13/2023 - PREVIOUS INSPECTION NOTES Not ready for inspection
GRAVITY SEWER TEST	07/12/2023	APPROVED - AS NOTED	MGIBSON
Note: THIS WAS A VIRTUAL INSPECTION
U - SEWER TIE IN	07/12/2023	APPROVED - AS NOTED	MGIBSON
Note: THIS WAS A VIRTUAL INSPECTION
U-CROSS CONNECTION	07/12/2023	APPROVED - AS NOTED	LFITZGERALD
Note: no irrigation-no cross connection
ROW- PRE-APRON (PRE-POUR)	06/26/2023	APPROVED - AS NOTED	EMADISON
Note: ** 06/26/23 CM ON SITE FOR INSPECTION RE-ESTABLISHING 6 INCHES OF CONCRETE ACROSS THE EDGE OF ROAD IN THE APRON AND FOOTERS ** 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. **Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh.
ELECTRIC - EARLY POWER	06/13/2023	Disapproved - NO FEE	KSANDOE
Note: Not ready for inspection
INSULATION	05/25/2023	APPROVED	KSANDOE
ALL ROUGH	04/28/2023	APPROVED	KSANDOE
Note: 4/10/2023 - PREVIOUS INSPECTION NOTES No change to previous notes on electrical service 3/22/2023 - PREVIOUS INSPECTION NOTES Plans call for 150A service. 200A overhead service wire installed supplying 200A breaker in main panel. 150A service wire connecting 200A disconnect breaker in main panel to subpanel 150A disconnect breaker. Please supply identifying marks or product approvals for overhead service wire. AC lineset has not been run. Missing lower sash on front facing window. Broken upper sash on front facing window. 3/17/2023 - PREVIOUS INSPECTION NOTES ***Changes to building plan need to be submitted as plan revisions to the building department for review and approval prior to scheduling inspections for said changes. Please Provide product identifying information for overhead service wire. AC lineset has not been installed All other previously noted items have not been addressed. 3/16/2023 - PREVIOUS INSPECTION NOTES SGD not installed Front window broken and missing sash Missing stud from ac closet wall Plans call for 150a service, 200a installed Overhead SER needs to be sunlight resistant
ALL ROUGH	04/10/2023	Disapproved -FEE REQUIRED	KSANDOE
Note: No change to previous notes on electrical service 3/22/2023 - PREVIOUS INSPECTION NOTES Plans call for 150A service. 200A overhead service wire installed supplying 200A breaker in main panel. 150A service wire connecting 200A disconnect breaker in main panel to subpanel 150A disconnect breaker. Please supply identifying marks or product approvals for overhead service wire. AC lineset has not been run. Missing lower sash on front facing window. Broken upper sash on front facing window. 3/17/2023 - PREVIOUS INSPECTION NOTES ***Changes to building plan need to be submitted as plan revisions to the building department for review and approval prior to scheduling inspections for said changes. Please Provide product identifying information for overhead service wire. AC lineset has not been installed All other previously noted items have not been addressed. 3/16/2023 - PREVIOUS INSPECTION NOTES SGD not installed Front window broken and missing sash Missing stud from ac closet wall Plans call for 150a service, 200a installed Overhead SER needs to be sunlight resistant
ALL ROUGH	03/22/2023	Disapproved -FEE REQUIRED	KSANDOE
Note: Plans call for 150A service. 200A overhead service wire installed supplying 200A breaker in main panel. 150A service wire connecting 200A disconnect breaker in main panel to subpanel 150A disconnect breaker. Please supply identifying marks or product approvals for overhead service wire. AC lineset has not been run. Missing lower sash on front facing window. Broken upper sash on front facing window. 3/17/2023 - PREVIOUS INSPECTION NOTES ***Changes to building plan need to be submitted as plan revisions to the building department for review and approval prior to scheduling inspections for said changes. Please Provide product identifying information for overhead service wire. AC lineset has not been installed All other previously noted items have not been addressed. 3/16/2023 - PREVIOUS INSPECTION NOTES SGD not installed Front window broken and missing sash Missing stud from ac closet wall Plans call for 150a service, 200a installed Overhead SER needs to be sunlight resistant
ALL ROUGH	03/17/2023	Disapproved -FEE REQUIRED	KSANDOE
Note: ***Changes to building plan need to be submitted as plan revisions to the building department for review and approval prior to scheduling inspections for said changes. Please Provide product identifying information for overhead service wire. AC lineset has not been installed All other previously noted items have not been addressed. 3/16/2023 - PREVIOUS INSPECTION NOTES SGD not installed Front window broken and missing sash Missing stud from ac closet wall Plans call for 150a service, 200a installed Overhead SER needs to be sunlight resistant
ALL ROUGH	03/16/2023	Disapproved -FEE REQUIRED	KSANDOE
Note: SGD not installed Front window broken and missing sash Missing stud from ac closet wall Plans call for 150a service, 200a installed Overhead SER needs to be sunlight resistant
LATH/BRICK/ WATER BARRIER	03/06/2023	APPROVED	KSANDOE
ROOF VALLEY & METAL	02/21/2023	APPROVED	KSANDOE
WALL SHEATHING	02/14/2023	APPROVED	KSANDOE
ROOF SHEATHING / BRACES/TIES/DOWN CELL	02/14/2023	APPROVED	KSANDOE
FOUND SURVEY APPROVED (OFFICE)	02/07/2023	APPROVED	JHOWARD
TIE BEAM / LINTEL	02/06/2023	APPROVED	KSANDOE
MONOLITHIC SLAB	01/25/2023	APPROVED	KSANDOE
PLUMBING 1ST ROUGH UNDERGROUND	01/20/2023	APPROVED	MGIBSON
WATER METER INSTALLATION REQUEST	01/06/2023	APPROVED	CSTONE

Review History

Department	Status	Date In	Date Out
BADMIN	INFORMATION	09/06/2023	09/06/2023
Note: Marked INFORMATION By: MICHELLE RAMOS - - MRAMOS@PALMCOASTGOV.COM Unable to process final survey because prior inspection is needed. Please resubmit final survey once the previous inspection is resulted.
BADMIN	INFORMATION	06/16/2023	06/16/2023
Note: Marked INFORMATION By: SCOTT THOMAS - - STHOMAS@PALMCOASTGOV.COM NOC MISSING NOTARY AT BOTTOM
MECH	COMPLETE	02/08/2023	02/08/2023
Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM
ENGIN1	COMPLETE	02/03/2023	02/06/2023
Note: Released By: JOHN HOWARD - - JHOWARD@PALMCOASTGOV.COM
ZON	COMPLETE	02/03/2023	02/03/2023
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
MECH	HOLD	02/02/2023	02/03/2023
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Duct layout needs to be signed by the AC contractor per 107.1 FBC Residential 2020 7th Edition
SW1	COMPLETE	08/08/2022	08/15/2022
Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM
ENGIN1	COMPLETE	08/08/2022	08/08/2022
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	08/08/2022	08/09/2022
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
BLD	COMPLETE	07/19/2022	07/19/2022
Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM
CUSVC	COMPLETE	07/19/2022	07/20/2022
Note: Released By: LISA ASBILL - - lasbill@palmcoastgov.com
ELEC	COMPLETE	07/19/2022	07/19/2022
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	COMPLETE	07/19/2022	07/19/2022
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
LOCATE	COMPLETE	07/19/2022	07/20/2022
Note: Released By: TONI CHURCHILL - -
MECH	COMPLETE	07/19/2022	07/21/2022
Note: Released By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM
SW1	HOLD	07/19/2022	07/26/2022
Note: Held By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM The subject lots drainage must not negatively impact any adjacent property.
ZON	COMPLETE	07/19/2022	07/21/2022
Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM
SWALE	COMPLETE	07/19/2022	10/26/2022
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM

Fees & Payments

(Permit is not ready for pickup until the permit has been processed and fees appear)

Description	Amount Due	Date Paid
SW ENG - INSPECTION 20	¤20.00	09/25/2023
REINSPECTION RESIDENTIAL	¤40.00	09/25/2023
REINSPECTION RESIDENTIAL	¤40.00	04/13/2023
REINSPECTION RESIDENTIAL	¤40.00	04/13/2023
REINSPECTION RESIDENTIAL	¤40.00	04/13/2023
REINSPECTION RESIDENTIAL	¤40.00	04/13/2023
CONTRACTOR CHANGE	¤20.00	01/04/2023
CONTRACTOR CHANGE	¤20.00	01/04/2023
3% FIRE IMPACT FEE CREDIT	(¤11.66)	09/14/2022
IMPACT FEE FIRE	¤388.65	09/14/2022
IMPACT FEE PARKS	¤1,455.13	09/14/2022
IMPACT FEE SCHOOL	¤3,600.00	09/14/2022
IMPACT FEE TRANSPORTATION	¤1,764.00	09/14/2022
WATER -IRRIGATION INSPECTION	¤25.00	09/14/2022
3% PARKS IMPACT FEE CREDIT	(¤43.65)	09/14/2022
SURCHARGE FS 533.721	¤2.57	09/14/2022
SURCHARGE - FS 468.631	¤3.86	09/14/2022
SW ENG - FOUNDATION SURVEY	¤20.00	09/14/2022
WATER- TURN ON	¤25.00	09/14/2022
ADJUSTMENT 50%	(¤383.89)	09/14/2022
ADMINISTRATIVE RESIDENTIAL	¤30.00	09/14/2022
INSPECTION - RESIDENTIAL	¤574.75	09/14/2022
PLAN REVIEW - RESIDENTIAL	¤163.02	09/14/2022
CONNECTION FEES	¤1,077.88	09/14/2022
SW ENG INSPECTION 80	¤80.00	09/14/2022
SW ENG PRE APRON	¤30.00	09/14/2022
SW ENG - REVIEW 20	¤20.00	09/14/2022
SW ENG RES REVIEW 200	¤200.00	09/14/2022
3% TRANS IMPACT FEE CREDIT	(¤52.92)	09/14/2022
SEWER CREDIT	(¤1,147.00)	09/14/2022
SEWER INSPECTION	¤25.00	09/14/2022
SEWER CAPITAL FACILITY	¤4,939.76	09/14/2022
WATER CAPITAL FACILITY FEE	¤3,626.50	09/14/2022
SITE PLAN 30	¤30.00	09/14/2022
Fees	Total Due: ¤0.00	Total Paid: ¤16,702.00