Status: COED

Parcel Id: 07-11-31-7058-00080-0170

CONDITIONED SPACE: 2274 sqft

GARAGE: 494 sqft

OPENED PORCH (WITH ROOF) : 212 sqft

Total Square Footage: 2980 sqft

Block: 00080

Subdivision: 2215 - SECTION 58-SEMINOLE PARK

Job Phone: 229-375-9123

Location Address: 2 SENTRY CT

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 07/25/2023

NOC: RECORDED

Applicant name: WILLIAM ROBERT BARRICK

Owner: JM PROPERTIES X LLC

Address PO BOX 9 CISSNA PARK, IL 60924

Lot: 0170

Contracted Stated Job Value: ¤341,100.00

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

ROBERTO F GONZALEZ

Status	Location Address	State License Number	Phone
ACTIVE	212 PALMETTO AVE CRESCENT CITY, FL 32112	RF11067887 (Exp: 08/31/2027)	286-559-2885

Inspection History

Type	Request Date	Result	Inspector
BLD - BUILDING FINAL	05/20/2024	FINAL APPROVED	BTAYLOR
Note: 5/17/2024 - PREVIOUS INSPECTION NOTES 5-17-24 1. Need breaker lock outs for cook top and wall oven.
BLD - BUILDING FINAL	05/17/2024	Disapproved - NO FEE	BTAYLOR
Note: 5-17-24 1. Need breaker lock outs for cook top and wall oven.
ROW - FINAL APRON (AFTER POUR)	02/20/2024	APPROVED - AS NOTED	FSLADISH
Note: 2/20/24 PIPE IS GOOD. CUTS MADE. CULVERT CLEAR. 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 2/15/24 UPON WALKING THE PROPERTY DETERMINED THAT SOME CORRECTIOS ARE RQUIRED AT THE TIME OF THIS INSPECTION. YOU NEED TO MATCH GRADE ON BOTH ENDS OF THE SWALE AT THE ADJOINING PROPERTY LINES AND HAVE POSITIVE FLOW WHICH IS CONSIDERED .10 OF FALL EVERY 20'. YOU WILL BE REQUIRED TO FILL ALL BARE AREAS WITH SOD ON BOTH PROPERTY LINES. YOU HAVE DIRT BLOW OUT AND EROSION IN THE REAR PROPERTY LINE THAT NEEDS TO BE RAKED/REMOVED TO ALLOW DRAINAGE TO FLOW. AS A COURTESY I AM GOING TO PASS THIS FIELD SURVEY BUT YOU WILL NEED TO MAKE THESE CORRECTIONS AND ANY OTHERS REQUIRED UPON SUBSEQUENT INSPECTIONS. PHOTOS FO REFERENCE Inspector Notes from Inspection 9463 2/15/24 swale numbers show flat 23.85 for more than 60' and then flat around the corner at 23.75 for an additional 60'. I will approve this survey as noted, but swale correction may be required after field survey is completed. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 1/19/24 PIPE IS GOOD NOW IN TOLERANCE WITH POSITIVE FLOW. 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. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. 1/18/2024 - PREVIOUS INSPECTION NOTES 1/18/24 CULVERT PIPE IS OUT OF TOLERANCE WITH SWALE PLAN DIAGRAM. PLEASE RECHECK YOUR CULVERT PIPE ELEVATION TO SWALE PLAM DIAGRAM. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place 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. 2/15/24 UPON WALKING THE PROPERTY DETERMINED THAT SOME CORRECTIOS ARE RQUIRED AT THE TIME OF THIS INSPECTION. YOU NEED TO MATCH GRADE ON BOTH ENDS OF THE SWALE AT THE ADJOINING PROPERTY LINES AND HAVE POSITIVE FLOW WHICH IS CONSIDERED .10 OF FALL EVERY 20'. YOU WILL BE REQUIRED TO FILL ALL BARE AREAS WITH SOD ON BOTH PROPERTY LINES. YOU HAVE DIRT BLOW OUT AND EROSION IN THE REAR PROPERTY LINE THAT NEEDS TO BE RAKED/REMOVED TO ALLOW DRAINAGE TO FLOW. AS A COURTESY I AM GOING TO PASS THIS FIELD SURVEY BUT YOU WILL NEED TO MAKE THESE CORRECTIONS AND ANY OTHERS REQUIRED UPON SUBSEQUENT INSPECTIONS. PHOTOS FO REFERENCE. Inspector Notes from Inspection 9463 2/15/24 swale numbers show flat 23.85 for more than 60' and then flat around the corner at 23.75 for an additional 60'. I will approve this survey as noted, but swale correction may be required after field survey is completed. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 1/19/24 PIPE IS GOOD NOW IN TOLERANCE WITH POSITIVE FLOW. 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. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. 1/18/2024 - PREVIOUS INSPECTION NOTES 1/18/24 CULVERT PIPE IS OUT OF TOLERANCE WITH SWALE PLAN DIAGRAM. PLEASE RECHECK YOUR CULVERT PIPE ELEVATION TO SWALE PLAM DIAGRAM. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place 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.
ROW - STORMWATER FINAL	02/20/2024	APPROVED - AS NOTED	FSLADISH
Note: ALL CORRECTIONS REQUIRED COMPLETED AT THE TIME OF THIS INSPECTION. SWALE GRADE MATCHED AT BOTH ADJOINING PROPERTY LINE. BARE AREAS SODDED.. MEETS COPC MINIMUM STANDARDS AT THE TIME 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 9465 2/15/24 UPON WALKING THE PROPERTY DETERMINED THAT SOME CORRECTIOS ARE RQUIRED AT THE TIME OF THIS INSPECTION. YOU NEED TO MATCH GRADE ON BOTH ENDS OF THE SWALE AT THE ADJOINING PROPERTY LINES AND HAVE POSITIVE FLOW WHICH IS CONSIDERED .10 OF FALL EVERY 20'. YOU WILL BE REQUIRED TO FILL ALL BARE AREAS WITH SOD ON BOTH PROPERTY LINES. YOU HAVE DIRT BLOW OUT AND EROSION IN THE REAR PROPERTY LINE THAT NEEDS TO BE RAKED/REMOVED TO ALLOW DRAINAGE TO FLOW. AS A COURTESY I AM GOING TO PASS THIS FIELD SURVEY BUT YOU WILL NEED TO MAKE THESE CORRECTIONS AND ANY OTHERS REQUIRED UPON SUBSEQUENT INSPECTIONS. PHOTOS FO REFERENCE Inspector Notes from Inspection 9463 2/15/24 swale numbers show flat 23.85 for more than 60' and then flat around the corner at 23.75 for an additional 60'. I will approve this survey as noted, but swale correction may be required after field survey is completed. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 1/19/24 PIPE IS GOOD NOW IN TOLERANCE WITH POSITIVE FLOW. 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. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. 1/18/2024 - PREVIOUS INSPECTION NOTES 1/18/24 CULVERT PIPE IS OUT OF TOLERANCE WITH SWALE PLAN DIAGRAM. PLEASE RECHECK YOUR CULVERT PIPE ELEVATION TO SWALE PLAM DIAGRAM. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place 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. 2/15/24 UPON WALKING THE PROPERTY DETERMINED THAT SOME CORRECTIOS ARE RQUIRED AT THE TIME OF THIS INSPECTION. YOU NEED TO MATCH GRADE ON BOTH ENDS OF THE SWALE AT THE ADJOINING PROPERTY LINES AND HAVE POSITIVE FLOW WHICH IS CONSIDERED .10 OF FALL EVERY 20'. YOU WILL BE REQUIRED TO FILL ALL BARE AREAS WITH SOD ON BOTH PROPERTY LINES. YOU HAVE DIRT BLOW OUT AND EROSION IN THE REAR PROPERTY LINE THAT NEEDS TO BE RAKED/REMOVED TO ALLOW DRAINAGE TO FLOW. AS A COURTESY I AM GOING TO PASS THIS FIELD SURVEY BUT YOU WILL NEED TO MAKE THESE CORRECTIONS AND ANY OTHERS REQUIRED UPON SUBSEQUENT INSPECTIONS. PHOTOS FO REFERENCE. Inspector Notes from Inspection 9463 2/15/24 swale numbers show flat 23.85 for more than 60' and then flat around the corner at 23.75 for an additional 60'. I will approve this survey as noted, but swale correction may be required after field survey is completed. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 1/19/24 PIPE IS GOOD NOW IN TOLERANCE WITH POSITIVE FLOW. 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. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. 1/18/2024 - PREVIOUS INSPECTION NOTES 1/18/24 CULVERT PIPE IS OUT OF TOLERANCE WITH SWALE PLAN DIAGRAM. PLEASE RECHECK YOUR CULVERT PIPE ELEVATION TO SWALE PLAM DIAGRAM. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place 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.
U -UTILITY RESIDENTIAL FINAL	02/20/2024	FINAL APPROVED	JHARDING
U-CROSS CONNECTION	02/20/2024	APPROVED - AS NOTED	JHARDING
Note: No cross connections.
ROW- FINAL SURVEY/GRADING CERTIFICATION	02/15/2024	APPROVED - AS NOTED	FSLADISH
Note: 2/15/24 swale numbers show flat 23.85 for more than 60' and then flat around the corner at 23.75 for an additional 60'. I will approve this survey as noted, but swale correction may be required after field survey is completed. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 1/19/24 PIPE IS GOOD NOW IN TOLERANCE WITH POSITIVE FLOW. 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. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. 1/18/2024 - PREVIOUS INSPECTION NOTES 1/18/24 CULVERT PIPE IS OUT OF TOLERANCE WITH SWALE PLAN DIAGRAM. PLEASE RECHECK YOUR CULVERT PIPE ELEVATION TO SWALE PLAM DIAGRAM. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place 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.
ROW FIELD SURVEY /GRADING CERTIFICATION	02/15/2024	APPROVED - AS NOTED	FSLADISH
Note: 2/15/24 UPON WALKING THE PROPERTY DETERMINED THAT SOME CORRECTIOS ARE RQUIRED AT THE TIME OF THIS INSPECTION. YOU NEED TO MATCH GRADE ON BOTH ENDS OF THE SWALE AT THE ADJOINING PROPERTY LINES AND HAVE POSITIVE FLOW WHICH IS CONSIDERED .10 OF FALL EVERY 20'. YOU WILL BE REQUIRED TO FILL ALL BARE AREAS WITH SOD ON BOTH PROPERTY LINES. YOU HAVE DIRT BLOW OUT AND EROSION IN THE REAR PROPERTY LINE THAT NEEDS TO BE RAKED/REMOVED TO ALLOW DRAINAGE TO FLOW. AS A COURTESY I AM GOING TO PASS THIS FIELD SURVEY BUT YOU WILL NEED TO MAKE THESE CORRECTIONS AND ANY OTHERS REQUIRED UPON SUBSEQUENT INSPECTIONS. PHOTOS FO REFERENCE Inspector Notes from Inspection 9463 2/15/24 swale numbers show flat 23.85 for more than 60' and then flat around the corner at 23.75 for an additional 60'. I will approve this survey as noted, but swale correction may be required after field survey is completed. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 1/19/24 PIPE IS GOOD NOW IN TOLERANCE WITH POSITIVE FLOW. 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. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. 1/18/2024 - PREVIOUS INSPECTION NOTES 1/18/24 CULVERT PIPE IS OUT OF TOLERANCE WITH SWALE PLAN DIAGRAM. PLEASE RECHECK YOUR CULVERT PIPE ELEVATION TO SWALE PLAM DIAGRAM. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place 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. 2/15/24 UPON WALKING THE PROPERTY DETERMINED THAT SOME CORRECTIOS ARE RQUIRED AT THE TIME OF THIS INSPECTION. YOU NEED TO MATCH GRADE ON BOTH ENDS OF THE SWALE AT THE ADJOINING PROPERTY LINES AND HAVE POSITIVE FLOW WHICH IS CONSIDERED .10 OF FALL EVERY 20'. YOU WILL BE REQUIRED TO FILL ALL BARE AREAS WITH SOD ON BOTH PROPERTY LINES. YOU HAVE DIRT BLOW OUT AND EROSION IN THE REAR PROPERTY LINE THAT NEEDS TO BE RAKED/REMOVED TO ALLOW DRAINAGE TO FLOW. AS A COURTESY I AM GOING TO PASS THIS FIELD SURVEY BUT YOU WILL NEED TO MAKE THESE CORRECTIONS AND ANY OTHERS REQUIRED UPON SUBSEQUENT INSPECTIONS. PHOTOS FO REFERENCE. Inspector Notes from Inspection 9463 2/15/24 swale numbers show flat 23.85 for more than 60' and then flat around the corner at 23.75 for an additional 60'. I will approve this survey as noted, but swale correction may be required after field survey is completed. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 1/19/24 PIPE IS GOOD NOW IN TOLERANCE WITH POSITIVE FLOW. 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. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. 1/18/2024 - PREVIOUS INSPECTION NOTES 1/18/24 CULVERT PIPE IS OUT OF TOLERANCE WITH SWALE PLAN DIAGRAM. PLEASE RECHECK YOUR CULVERT PIPE ELEVATION TO SWALE PLAM DIAGRAM. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place 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.
ROW- PRE-APRON (PRE-POUR)	01/19/2024	APPROVED - AS NOTED	FSLADISH
Note: 1/19/24 PIPE IS GOOD NOW IN TOLERANCE WITH POSITIVE FLOW. 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. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. 1/18/2024 - PREVIOUS INSPECTION NOTES 1/18/24 CULVERT PIPE IS OUT OF TOLERANCE WITH SWALE PLAN DIAGRAM. PLEASE RECHECK YOUR CULVERT PIPE ELEVATION TO SWALE PLAM DIAGRAM. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place 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.
ELECTRIC - EARLY POWER	01/19/2024	APPROVED - AS NOTED	BTAYLOR
Note: 1/11/2024 - PREVIOUS INSPECTION NOTES 1-11-24 1. Exterior corner lights need to be safed off. 1-19-24 1. Emailed FPL at 1:31.
ROW- PRE-APRON (PRE-POUR)	01/18/2024	Disapproved -FEE REQUIRED	FSLADISH
Note: 1/18/24 CULVERT PIPE IS OUT OF TOLERANCE WITH SWALE PLAN DIAGRAM. PLEASE RECHECK YOUR CULVERT PIPE ELEVATION TO SWALE PLAM DIAGRAM. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place 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.
ELECTRIC - EARLY POWER	01/11/2024	Disapproved - NO FEE	BTAYLOR
Note: 1-11-24 1. Exterior corner lights need to be safed off.
GRAVITY SEWER TEST	12/01/2023	APPROVED - AS NOTED	MGIBSON
Note: THIS WAS A VIRTUAL INSPECTION
U - SEWER TIE IN	12/01/2023	APPROVED - AS NOTED	MGIBSON
Note: THIS WAS A VIRTUAL INSPECTION
LATH/BRICK/ WATER BARRIER	11/30/2023	APPROVED	BTAYLOR
INSULATION	11/14/2023	APPROVED	BTAYLOR
ALL ROUGH	11/08/2023	APPROVED	BTAYLOR
ROOF VALLEY & METAL	10/24/2023	APPROVED	BTAYLOR
WALL SHEATHING	10/18/2023	APPROVED	BTAYLOR
ROOF SHEATHING / BRACES/TIES/DOWN CELL	10/18/2023	APPROVED	BTAYLOR
FOUND SURVEY APPROVED (OFFICE)	10/13/2023	APPROVED	TBAKER
TIE BEAM / LINTEL	09/20/2023	APPROVED	BTAYLOR
MONOLITHIC SLAB	09/05/2023	APPROVED	BTAYLOR
PLUMBING 1ST ROUGH UNDERGROUND	08/24/2023	APPROVED	MGIBSON
WATER METER INSTALLATION REQUEST	08/11/2023	APPROVED	CBOWERMASTER

Review History

Department	Status	Date In	Date Out
MECH	COMPLETE	01/31/2024	01/31/2024
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
BADMIN	INFORMATION	11/28/2023	11/28/2023
Note: Marked INFORMATION By: MICHELLE RAMOS - (386)986-3780 - MRAMOS@PALMCOASTGOV.COM Please provide a manual permit application that needs to have a notary stamp.
ZON	COMPLETE	11/16/2023	11/16/2023
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
ENGIN1	COMPLETE	10/12/2023	10/13/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	10/12/2023	10/12/2023
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
BLD	COMPLETE	08/16/2023	08/21/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
ELEC	COMPLETE	08/16/2023	08/21/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
BADMIN	INFORMATION	08/15/2023	08/15/2023
Note: Marked INFORMATION By: LIBBY MUSGROVE - - LMUSGROVE@PALMCOASTGOV.COM Wrong File Name Uploaded file name was not correct - Example: Site plan=site plan (do not add anything to the file names like numbers.)
ZON	COMPLETE	07/24/2023	07/25/2023
Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM
BLD	COMPLETE	07/24/2023	07/24/2023
Note: Released By: JPI
BLD	HOLD	07/12/2023	07/16/2023
Note: Held By: JPI 1. Per City Truss Submittal Requirements dated April 15, 2023, provide the truss plan packet signed and sealed by a licensed design professional including a completed shop drawing approval stamp on the truss cover sheet.
CUSVC	COMPLETE	07/12/2023	07/17/2023
Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM
ELEC	COMPLETE	07/12/2023	07/14/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	COMPLETE	07/12/2023	07/12/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
GAS	CANCEL	07/12/2023	07/13/2023
LOCATE	COMPLETE	07/12/2023	07/13/2023
Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM
MECH	COMPLETE	07/12/2023	07/14/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
SW1	COMPLETE	07/12/2023	07/18/2023
Note: Released By: GABRIEL BERTOLA - (386)986-7660 - GBERTOLA@PALMCOASTGOV.COM
ZON	HOLD	07/12/2023	07/14/2023
Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM landscape plan please add one more tree as this property is 12500 sq ft requires 5 trees
BADMIN	COMPLETE	07/12/2023	07/17/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
SWALE	COMPLETE	07/12/2023	08/17/2023
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
CONTRACTOR CHANGE	¤20.00	05/21/2024
CONTRACTOR CHANGE	¤20.00	05/21/2024
SW ENG REINSPECTION 30	¤30.00	05/21/2024
PLAN REVIEW - REVISION	¤32.50	05/21/2024
PLAN REVIEW - REVISION	¤32.50	05/21/2024
CONNECTION FEES	¤1,166.26	07/25/2023
WATER-METER	¤505.39	07/25/2023
WATER- TURN ON	¤25.00	07/25/2023
WATER- TURN ON	¤25.00	07/25/2023
ADJUSTMENT 50%	(¤618.63)	07/25/2023
ADMINISTRATIVE RESIDENTIAL	¤30.00	07/25/2023
INSPECTION - RESIDENTIAL	¤940.50	07/25/2023
PLAN REVIEW - RESIDENTIAL	¤266.76	07/25/2023
SW ENG - REVIEW 20	¤20.00	07/25/2023
SW ENG RES REVIEW 200	¤200.00	07/25/2023
TRANS IMPACT FEE ADMIN	¤54.36	07/25/2023
TRANS IMPACT FEE ADMIN	(¤54.36)	07/25/2023
SEWER CREDIT	(¤2,888.67)	07/25/2023
SEWER INSPECTION	¤25.00	07/25/2023
SEWER CAPITAL FACILITY	¤5,344.82	07/25/2023
WATER CREDIT	(¤43.83)	07/25/2023
WATER CAPITAL FACILITY FEE	¤3,923.88	07/25/2023
SITE PLAN 30	¤30.00	07/25/2023
FIRE IMPACT FEE ADMIN	¤12.62	07/25/2023
FIRE IMPACT FEE ADMIN	(¤12.62)	07/25/2023
FC IMPACT FEE EMS	¤62.00	07/25/2023
IMPACT FEE FIRE	¤420.52	07/25/2023
FC IMPACT FEE LAW ENFORCEMENT	¤218.00	07/25/2023
FC IMPACT FEE LIBRARY	¤268.00	07/25/2023
IMPACT FEE PARKS	¤1,769.15	07/25/2023
IMPACT FEE SCHOOL	¤5,450.00	07/25/2023
IMPACT FEE TRANSPORTATION	¤1,812.00	07/25/2023
WATER -IRRIGATION INSPECTION	¤25.00	07/25/2023
WATER -IRRIGATION INSPECTION	¤25.00	07/25/2023
PARKS IMPACT FEE ADMIN	¤53.07	07/25/2023
PARKS IMPACT FEE ADMIN	(¤53.07)	07/25/2023
SURCHARGE FS 533.721	¤6.19	07/25/2023
SURCHARGE - FS 468.631	¤9.28	07/25/2023
SW ENG - FOUNDATION SURVEY	¤20.00	07/25/2023
SW ENG INSPECTION 80	¤80.00	07/25/2023
SW ENG PRE APRON	¤30.00	07/25/2023
Fees	Total Due: ¤0.00	Total Paid: ¤19,281.62