Status: COED

Parcel Id: 07-11-31-7065-00150-0050

CONDITIONED SPACE: 1809 sqft

GARAGE: 406 sqft

OPENED PORCH (WITH ROOF) : 33 sqft

Total Square Footage: 2248 sqft

Block: 00150

Subdivision: -

Job Phone: 239-571-5325

Location Address: 20 KASHMIR TRL

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 04/21/2025

NOC: RECORDED

Applicant name: RYAN SCOTT DAVIS

Owner: SYNERGY HOMES, LLC

Address 581 NW MERCANTILE PL PORT ST LUCIE, FL 34986

Address STE 106 PORT ST LUCIE, FL 34986

Lot: 0050

Contracted Stated Job Value: ¤200,000.00

Job Description: Single Family Residence

Type: CN

Contractor

SYNERGY HOMES, LLC

Status	Location Address	State License Number
ACTIVE	1 HARGROVE GRADE, SUITE B1 PALM COAST, FL 32137	CBC1254289 (Exp: 08/31/2026)

Sub Contractors

TERRY BRICE DICKERSON

Status	Location Address	State License Number	Phone
ACTIVE	4300 ST JOHN'S PARKWAY ALPHARETTA, GA 30009	CCC1326209 (Exp: 08/31/2026)	407-548-6733

HEATH EDWARD SANFORD

Status	Location Address	State License Number	Phone
ACTIVE	126 EAST END RD SAN MATEO, FL 32187	CFC1429896 (Exp: 08/31/2026)	386-871-8823

WILLIAM FRANK DUDLEY JR.

Status	Location Address	State License Number	Phone
ACTIVE	P.O. BOX 978 Bunnell, FL 32110	EC0003177 (Exp: 08/31/2026)	(386)437-3068

MICHAEL FRANK MORELLO

Status	Location Address	State License Number	Phone	Fax
ACTIVE	2 HARGROVE GRADE PALM COAST, FL 32164	CAC1819466 (Exp: 08/31/2026)	386-445-5023	386-446-4614

Inspection History

Type	Request Date	Result	Inspector
ROW - STORMWATER FINAL	08/29/2025	APPROVED	FSLADISH
Note: 8/29/25 ALL REQUIRED CORRECTIONS COMPLETED AT THE TIME OF THIS INSPECTION. AT THE TIME OF THIS INSPECTION ALL MINIMUM COPC REQUIREMENTS ARE MET. BUILDER TO BE HELD 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. _______________________________________________________________________________________________________________________ 8/28/2025 - PREVIOUS INSPECTION NOTES 8/28/25 RECEIEVED TEXT FROM GRAYSON TO CANCEL THIS INSPECTION Inspector Notes from Inspection 9465 8/27/25 SPOKE WITH GRAYSON CM AND WITH THE CORRECTIONS COMPLETED AT THE TIME OF THIS INSPECTION I AM GOING TO APPROVE THE FIELD SURVEY AS NOTED. *** INSPECTORS NOTE. MEDIAN WILL NEED TO BE RETURNED TO AS GOOD OR BETTER CONDITION BEFORE ROW FINAL PASSAGE.*** 8/26/2025 - PREVIOUS INSPECTION NOTES 8/26/25 UPON WALKING PROPERTY DETERMINED THAT YOU HAVE DUG A SMALL TRENCH IN THE FRONT SWALE AS YOUR REGRADE TO 19.45 FLAT. THIS WILL NOT BE ACCEPTABLE AS THE FRONT SWALE DOES NOT CONFORM TO THE COPC SWALE DESIGN STANDARDS. YOU WILL NEED TO CREATE A COPC STANDARD SWALE. AS PREVIOUSLY STATED BASED ON YOUR ELEVATION NUMBERS THIS SWALE SHOULD BE RUN 19.30 FLAT TO JUST PAST THE LEFT PROPERTY ELEVATION OF 19.45 ( WHICH IS YOUR PROPERTY AS WELL) TILL IT HAS POSITIVE FLOW. YOU HAVE A LOW SPOT IN THE LEFT SIDE REAR PROPERTY CORNER AREA THAN NEEDS TO BE BROUGHT UP TO ALLOW POSITIVE FORWARD DRAINAGE. YOU HAV A COUPLE OF SMALL LOW SPOTS OUTLINED IN PAINT BY YOUR SEWER CLEANOUT. YOU WILL NEED TO SOD TO GRADE THE BARE DIRT AREA JUST PAST THE RIGHT SIDE PROPERTY LINE. Inspector Notes from Inspection 9463 8/26/25 YOUR SWALE IS STILL SHOWING HIGHER THAN THE PREVIOUSLY RECOMMENDED 19.30 FLAT TO OVER THE LEFT SIDE PROPERTY LINE. THESE ARE BOTH YOUR PROPERTIES SO I WILL DETERMINE ON FIELD SURVEY IF THIS WILL HAVE THE REQUIRED POSITVE DRAINAGE FLOW. APPROVING THIS AS NOTED. ________________________________________________________________________________________________________________________ 8/8/2025 - PREVIOUS INSPECTION NOTES 8/8/25 YOUR CULVERT PIPE IS OUT OF TOLERANCE TO THE COPC SWALE PLAN DIAGRAM. YOUR FRONT SWALE ELEVATIONS DO NOT SHOW POSITIVE FLOW. YOU SHOULD RUN THE SWALE AT 19.30 FLAT ALL THE WAY TO AND PAST THE LEFT SIDE PROPERTY LINE. THIS SWALE WILL NOT DRAIN AS AS. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 SWALE PLAN The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 of a foot in the direction of the drainage flow . Swale must flow in the right direction SWALE PLAN Sec. 300.01 c1The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus a tenth of a foot and must demonstrate positive fall in the direction described in the swale plan.
U -UTILITY RESIDENTIAL FINAL	08/28/2025	APPROVED	BHAINES
ROW - STORMWATER FINAL	08/28/2025	CANCELLED BY APPLICANT	RRICKS
Note: 8/28/25 RECEIEVED TEXT FROM GRAYSON TO CANCEL THIS INSPECTION Inspector Notes from Inspection 9465 8/27/25 SPOKE WITH GRAYSON CM AND WITH THE CORRECTIONS COMPLETED AT THE TIME OF THIS INSPECTION I AM GOING TO APPROVE THE FIELD SURVEY AS NOTED. *** INSPECTORS NOTE. MEDIAN WILL NEED TO BE RETURNED TO AS GOOD OR BETTER CONDITION BEFORE ROW FINAL PASSAGE.*** 8/26/2025 - PREVIOUS INSPECTION NOTES 8/26/25 UPON WALKING PROPERTY DETERMINED THAT YOU HAVE DUG A SMALL TRENCH IN THE FRONT SWALE AS YOUR REGRADE TO 19.45 FLAT. THIS WILL NOT BE ACCEPTABLE AS THE FRONT SWALE DOES NOT CONFORM TO THE COPC SWALE DESIGN STANDARDS. YOU WILL NEED TO CREATE A COPC STANDARD SWALE. AS PREVIOUSLY STATED BASED ON YOUR ELEVATION NUMBERS THIS SWALE SHOULD BE RUN 19.30 FLAT TO JUST PAST THE LEFT PROPERTY ELEVATION OF 19.45 ( WHICH IS YOUR PROPERTY AS WELL) TILL IT HAS POSITIVE FLOW. YOU HAVE A LOW SPOT IN THE LEFT SIDE REAR PROPERTY CORNER AREA THAN NEEDS TO BE BROUGHT UP TO ALLOW POSITIVE FORWARD DRAINAGE. YOU HAV A COUPLE OF SMALL LOW SPOTS OUTLINED IN PAINT BY YOUR SEWER CLEANOUT. YOU WILL NEED TO SOD TO GRADE THE BARE DIRT AREA JUST PAST THE RIGHT SIDE PROPERTY LINE. Inspector Notes from Inspection 9463 8/26/25 YOUR SWALE IS STILL SHOWING HIGHER THAN THE PREVIOUSLY RECOMMENDED 19.30 FLAT TO OVER THE LEFT SIDE PROPERTY LINE. THESE ARE BOTH YOUR PROPERTIES SO I WILL DETERMINE ON FIELD SURVEY IF THIS WILL HAVE THE REQUIRED POSITVE DRAINAGE FLOW. APPROVING THIS AS NOTED. ________________________________________________________________________________________________________________________ 8/8/2025 - PREVIOUS INSPECTION NOTES 8/8/25 YOUR CULVERT PIPE IS OUT OF TOLERANCE TO THE COPC SWALE PLAN DIAGRAM. YOUR FRONT SWALE ELEVATIONS DO NOT SHOW POSITIVE FLOW. YOU SHOULD RUN THE SWALE AT 19.30 FLAT ALL THE WAY TO AND PAST THE LEFT SIDE PROPERTY LINE. THIS SWALE WILL NOT DRAIN AS AS. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 SWALE PLAN The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 of a foot in the direction of the drainage flow . Swale must flow in the right direction SWALE PLAN Sec. 300.01 c1The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus a tenth of a foot and must demonstrate positive fall in the direction described in the swale plan.
ROW - FINAL APRON (AFTER POUR)	08/28/2025	APPROVED	RRICKS
Note: 8/28/25 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 8/27/25 SPOKE WITH GRAYSON CM AND WITH THE CORRECTIONS COMPLETED AT THE TIME OF THIS INSPECTION I AM GOING TO APPROVE THE FIELD SURVEY AS NOTED. *** INSPECTORS NOTE. MEDIAN WILL NEED TO BE RETURNED TO AS GOOD OR BETTER CONDITION BEFORE ROW FINAL PASSAGE.*** 8/26/2025 - PREVIOUS INSPECTION NOTES 8/26/25 UPON WALKING PROPERTY DETERMINED THAT YOU HAVE DUG A SMALL TRENCH IN THE FRONT SWALE AS YOUR REGRADE TO 19.45 FLAT. THIS WILL NOT BE ACCEPTABLE AS THE FRONT SWALE DOES NOT CONFORM TO THE COPC SWALE DESIGN STANDARDS. YOU WILL NEED TO CREATE A COPC STANDARD SWALE. AS PREVIOUSLY STATED BASED ON YOUR ELEVATION NUMBERS THIS SWALE SHOULD BE RUN 19.30 FLAT TO JUST PAST THE LEFT PROPERTY ELEVATION OF 19.45 ( WHICH IS YOUR PROPERTY AS WELL) TILL IT HAS POSITIVE FLOW. YOU HAVE A LOW SPOT IN THE LEFT SIDE REAR PROPERTY CORNER AREA THAN NEEDS TO BE BROUGHT UP TO ALLOW POSITIVE FORWARD DRAINAGE. YOU HAV A COUPLE OF SMALL LOW SPOTS OUTLINED IN PAINT BY YOUR SEWER CLEANOUT. YOU WILL NEED TO SOD TO GRADE THE BARE DIRT AREA JUST PAST THE RIGHT SIDE PROPERTY LINE. Inspector Notes from Inspection 9463 8/26/25 YOUR SWALE IS STILL SHOWING HIGHER THAN THE PREVIOUSLY RECOMMENDED 19.30 FLAT TO OVER THE LEFT SIDE PROPERTY LINE. THESE ARE BOTH YOUR PROPERTIES SO I WILL DETERMINE ON FIELD SURVEY IF THIS WILL HAVE THE REQUIRED POSITVE DRAINAGE FLOW. APPROVING THIS AS NOTED. ________________________________________________________________________________________________________________________ 8/8/2025 - PREVIOUS INSPECTION NOTES 8/8/25 YOUR CULVERT PIPE IS OUT OF TOLERANCE TO THE COPC SWALE PLAN DIAGRAM. YOUR FRONT SWALE ELEVATIONS DO NOT SHOW POSITIVE FLOW. YOU SHOULD RUN THE SWALE AT 19.30 FLAT ALL THE WAY TO AND PAST THE LEFT SIDE PROPERTY LINE. THIS SWALE WILL NOT DRAIN AS AS. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 SWALE PLAN The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 of a foot in the direction of the drainage flow . Swale must flow in the right direction SWALE PLAN Sec. 300.01 c1The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus a tenth of a foot and must demonstrate positive fall in the direction described in the swale plan.
ROW FIELD SURVEY /GRADING CERTIFICATION	08/27/2025	APPROVED - AS NOTED	FSLADISH
Note: 8/27/25 SPOKE WITH GRAYSON CM AND WITH THE CORRECTIONS COMPLETED AT THE TIME OF THIS INSPECTION I AM GOING TO APPROVE THE FIELD SURVEY AS NOTED. *** INSPECTORS NOTE. MEDIAN WILL NEED TO BE RETURNED TO AS GOOD OR BETTER CONDITION BEFORE ROW FINAL PASSAGE.*** 8/26/2025 - PREVIOUS INSPECTION NOTES 8/26/25 UPON WALKING PROPERTY DETERMINED THAT YOU HAVE DUG A SMALL TRENCH IN THE FRONT SWALE AS YOUR REGRADE TO 19.45 FLAT. THIS WILL NOT BE ACCEPTABLE AS THE FRONT SWALE DOES NOT CONFORM TO THE COPC SWALE DESIGN STANDARDS. YOU WILL NEED TO CREATE A COPC STANDARD SWALE. AS PREVIOUSLY STATED BASED ON YOUR ELEVATION NUMBERS THIS SWALE SHOULD BE RUN 19.30 FLAT TO JUST PAST THE LEFT PROPERTY ELEVATION OF 19.45 ( WHICH IS YOUR PROPERTY AS WELL) TILL IT HAS POSITIVE FLOW. YOU HAVE A LOW SPOT IN THE LEFT SIDE REAR PROPERTY CORNER AREA THAN NEEDS TO BE BROUGHT UP TO ALLOW POSITIVE FORWARD DRAINAGE. YOU HAV A COUPLE OF SMALL LOW SPOTS OUTLINED IN PAINT BY YOUR SEWER CLEANOUT. YOU WILL NEED TO SOD TO GRADE THE BARE DIRT AREA JUST PAST THE RIGHT SIDE PROPERTY LINE. Inspector Notes from Inspection 9463 8/26/25 YOUR SWALE IS STILL SHOWING HIGHER THAN THE PREVIOUSLY RECOMMENDED 19.30 FLAT TO OVER THE LEFT SIDE PROPERTY LINE. THESE ARE BOTH YOUR PROPERTIES SO I WILL DETERMINE ON FIELD SURVEY IF THIS WILL HAVE THE REQUIRED POSITVE DRAINAGE FLOW. APPROVING THIS AS NOTED. ________________________________________________________________________________________________________________________ 8/8/2025 - PREVIOUS INSPECTION NOTES 8/8/25 YOUR CULVERT PIPE IS OUT OF TOLERANCE TO THE COPC SWALE PLAN DIAGRAM. YOUR FRONT SWALE ELEVATIONS DO NOT SHOW POSITIVE FLOW. YOU SHOULD RUN THE SWALE AT 19.30 FLAT ALL THE WAY TO AND PAST THE LEFT SIDE PROPERTY LINE. THIS SWALE WILL NOT DRAIN AS AS. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 SWALE PLAN The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 of a foot in the direction of the drainage flow . Swale must flow in the right direction SWALE PLAN Sec. 300.01 c1The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus a tenth of a foot and must demonstrate positive fall in the direction described in the swale plan.
ROW- FINAL SURVEY/GRADING CERTIFICATION	08/26/2025	APPROVED - AS NOTED	FSLADISH
Note: 8/26/25 YOUR SWALE IS STILL SHOWING HIGHER THAN THE PREVIOUSLY RECOMMENDED 19.30 FLAT TO OVER THE LEFT SIDE PROPERTY LINE. THESE ARE BOTH YOUR PROPERTIES SO I WILL DETERMINE ON FIELD SURVEY IF THIS WILL HAVE THE REQUIRED POSITVE DRAINAGE FLOW. APPROVING THIS AS NOTED. ________________________________________________________________________________________________________________________ 8/8/2025 - PREVIOUS INSPECTION NOTES 8/8/25 YOUR CULVERT PIPE IS OUT OF TOLERANCE TO THE COPC SWALE PLAN DIAGRAM. YOUR FRONT SWALE ELEVATIONS DO NOT SHOW POSITIVE FLOW. YOU SHOULD RUN THE SWALE AT 19.30 FLAT ALL THE WAY TO AND PAST THE LEFT SIDE PROPERTY LINE. THIS SWALE WILL NOT DRAIN AS AS. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 SWALE PLAN The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 of a foot in the direction of the drainage flow . Swale must flow in the right direction SWALE PLAN Sec. 300.01 c1The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus a tenth of a foot and must demonstrate positive fall in the direction described in the swale plan.
ROW FIELD SURVEY /GRADING CERTIFICATION	08/26/2025	Disapproved - NO FEE	FSLADISH
Note: 8/26/25 UPON WALKING PROPERTY DETERMINED THAT YOU HAVE DUG A SMALL TRENCH IN THE FRONT SWALE AS YOUR REGRADE TO 19.45 FLAT. THIS WILL NOT BE ACCEPTABLE AS THE FRONT SWALE DOES NOT CONFORM TO THE COPC SWALE DESIGN STANDARDS. YOU WILL NEED TO CREATE A COPC STANDARD SWALE. AS PREVIOUSLY STATED BASED ON YOUR ELEVATION NUMBERS THIS SWALE SHOULD BE RUN 19.30 FLAT TO JUST PAST THE LEFT PROPERTY ELEVATION OF 19.45 ( WHICH IS YOUR PROPERTY AS WELL) TILL IT HAS POSITIVE FLOW. YOU HAVE A LOW SPOT IN THE LEFT SIDE REAR PROPERTY CORNER AREA THAN NEEDS TO BE BROUGHT UP TO ALLOW POSITIVE FORWARD DRAINAGE. YOU HAV A COUPLE OF SMALL LOW SPOTS OUTLINED IN PAINT BY YOUR SEWER CLEANOUT. YOU WILL NEED TO SOD TO GRADE THE BARE DIRT AREA JUST PAST THE RIGHT SIDE PROPERTY LINE. DRAWING 300.F COPC TECHNICAL MANUAL. Inspector Notes from Inspection 9463 8/26/25 YOUR SWALE IS STILL SHOWING HIGHER THAN THE PREVIOUSLY RECOMMENDED 19.30 FLAT TO OVER THE LEFT SIDE PROPERTY LINE. THESE ARE BOTH YOUR PROPERTIES SO I WILL DETERMINE ON FIELD SURVEY IF THIS WILL HAVE THE REQUIRED POSITVE DRAINAGE FLOW. APPROVING THIS AS NOTED. ________________________________________________________________________________________________________________________ 8/8/2025 - PREVIOUS INSPECTION NOTES 8/8/25 YOUR CULVERT PIPE IS OUT OF TOLERANCE TO THE COPC SWALE PLAN DIAGRAM. YOUR FRONT SWALE ELEVATIONS DO NOT SHOW POSITIVE FLOW. YOU SHOULD RUN THE SWALE AT 19.30 FLAT ALL THE WAY TO AND PAST THE LEFT SIDE PROPERTY LINE. THIS SWALE WILL NOT DRAIN AS AS. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 SWALE PLAN The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 of a foot in the direction of the drainage flow . Swale must flow in the right direction SWALE PLAN Sec. 300.01 c1The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus a tenth of a foot and must demonstrate positive fall in the direction described in the swale plan.
BLD - BUILDING FINAL	08/12/2025	CANCELLED BY APPLICANT	WEB
Note: 8/8/2025 - PREVIOUS INSPECTION NOTES 8-8-25 1. Toilets still are not caulked at the bottom. 2. Front bedroom light will not turn off by the switch. 8/5/2025 - PREVIOUS INSPECTION NOTES 8/5/25: Partial Inspection due to site not being ready for Final Inspection. Please confirm that house is ready for Final Inspection. NOTE: Checked and approved smokes and roof only. Examples only: disconnect for ODU > blade pulled out & laying in disconnect / Tub & shower not sealed along apron and/or sill / toilets not sealed at base & lids tapoed shut and marked do not use / garage door opener not working / tub & shower both have excess construction debris - could not test / outlet in mirror of Master bathroom has a cracked plate at the screw / etc. 8/1/2025 - PREVIOUS INSPECTION NOTES 8-1-25 1. House is locked.
BLD - BUILDING FINAL	08/12/2025	FINAL APPROVED	MCONTRYMAN
Note: New inspection due to canceled inspection 8/8/2025 - PREVIOUS INSPECTION NOTES 8-8-25 1. Toilets still are not caulked at the bottom. 2. Front bedroom light will not turn off by the switch. 8/5/2025 - PREVIOUS INSPECTION NOTES 8/5/25: Partial Inspection due to site not being ready for Final Inspection. Please confirm that house is ready for Final Inspection. NOTE: Checked and approved smokes and roof only. Examples only: disconnect for ODU > blade pulled out & laying in disconnect / Tub & shower not sealed along apron and/or sill / toilets not sealed at base & lids tapoed shut and marked do not use / garage door opener not working / tub & shower both have excess construction debris - could not test / outlet in mirror of Master bathroom has a cracked plate at the screw / etc. 8/1/2025 - PREVIOUS INSPECTION NOTES 8-1-25 1. House is locked.
BLD - BUILDING FINAL	08/08/2025	Disapproved - NO FEE	BTAYLOR
Note: 8-8-25 1. Toilets still are not caulked at the bottom. 2. Front bedroom light will not turn off by the switch. 8/5/2025 - PREVIOUS INSPECTION NOTES 8/5/25: Partial Inspection due to site not being ready for Final Inspection. Please confirm that house is ready for Final Inspection. NOTE: Checked and approved smokes and roof only. Examples only: disconnect for ODU > blade pulled out & laying in disconnect / Tub & shower not sealed along apron and/or sill / toilets not sealed at base & lids tapoed shut and marked do not use / garage door opener not working / tub & shower both have excess construction debris - could not test / outlet in mirror of Master bathroom has a cracked plate at the screw / etc. 8/1/2025 - PREVIOUS INSPECTION NOTES 8-1-25 1. House is locked.
ROW- FINAL SURVEY/GRADING CERTIFICATION	08/08/2025	Disapproved - NO FEE	FSLADISH
Note: 8/8/25 YOUR CULVERT PIPE IS OUT OF TOLERANCE TO THE COPC SWALE PLAN DIAGRAM. YOUR FRONT SWALE ELEVATIONS DO NOT SHOW POSITIVE FLOW. YOU SHOULD RUN THE SWALE AT 19.30 FLAT ALL THE WAY TO AND PAST THE LEFT SIDE PROPERTY LINE. THIS SWALE WILL NOT DRAIN AS AS. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 SWALE PLAN The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 of a foot in the direction of the drainage flow . Swale must flow in the right direction SWALE PLAN Sec. 300.01 c1The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus a tenth of a foot and must demonstrate positive fall in the direction described in the swale plan. SEE PHOTO FOR REFERENCE
BLD - BUILDING FINAL	08/05/2025	Disapproved -FEE REQUIRED	RSIMS
Note: *** NOTES ADDED BY RSIMS 8/5/2025 10:15:47 AM *** 8/5/25: Partial Inspection due to site not being ready for Final Inspection. Please confirm that house is ready for Final Inspection. NOTE: Checked and approved smokes and roof only. Examples only: disconnect for ODU > blade pulled out & laying in disconnect / Tub & shower not sealed along apron and/or sill / toilets not sealed at base & lids tapoed shut and marked do not use / garage door opener not working / tub & shower both have excess construction debris - could not test / outlet in mirror of Master bathroom has a cracked plate at the screw / etc. 8/1/2025 - PREVIOUS INSPECTION NOTES 8-1-25 1. House is locked.
BLD - BUILDING FINAL	08/01/2025	Disapproved - NO FEE	BTAYLOR
Note: 8-1-25 1. House is locked.
GRAVITY SEWER TEST	07/31/2025	APPROVED - AS NOTED	MGIBSON
Note: 7/30/2025 - PREVIOUS INSPECTION NOTES STILL WORKING THIS WAS A VIRTUAL INSPECTION
SEWER TIE IN	07/31/2025	APPROVED - AS NOTED	MGIBSON
Note: 7/30/2025 - PREVIOUS INSPECTION NOTES THIS WAS A VIRTUAL INSPECTION
SEWER TIE IN	07/30/2025	Disapproved - NO FEE	MGIBSON
GRAVITY SEWER TEST	07/30/2025	Disapproved -FEE REQUIRED	MGIBSON
Note: STILL WORKING
ROW- PRE-APRON (PRE-POUR)	07/18/2025	APPROVED	FSLADISH
Note: 7/18/25 BUILDER REQUIRED TO USE 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. . IF FIBERGLASS OPTION IS USED, DOCUMENTATION OF THE ( FRC) CONTAINING THE FIBERGLASS MUST BE ATTACHED TO THE PERMIT PRIOR TO REQUESTING AN AFTER-POUR INSPECTION. 8.b. IF MESH OPTION IS USED, IT SHALL BE IN PLACE AT THE TIME OF THE PRE-POUR AT THE TIME OF THE INSPECTION READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK SITE FOR ANY STANDING WATER. ALSO VERIFY PIPE ELEVATION HAS NOT CHANGED. AT THE TIME OF THIS INSPECTION ALL MINIMUM COPC REQUIEMENT ARE MET. BUILDER TO BE HELD 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR 7/17/2025 - PREVIOUS INSPECTION NOTES 7/17/25 TALKED WITH CONCRETE SUB ON SITE AT NOONTIME, WASHOUTS ONTO PIPE, STILL TO SOFT TO POUR. CANCELING AS A COURTESY. ___________________________________________________________________________________________________________________________ 7/14/2025 - PREVIOUS INSPECTION NOTES ** CANCELLED VIA TEXT MESSAGE BY GRAYSON
ROW- PRE-APRON (PRE-POUR)	07/17/2025	CANCELLED BY APPLICANT	FSLADISH
Note: 7/17/25 TALKED WITH CONCRETE SUB ON SITE AT NOONTIME, WASHOUTS ONTO PIPE, STILL TO SOFT TO POUR. CANCELING AS A COURTESY. ___________________________________________________________________________________________________________________________ 7/14/2025 - PREVIOUS INSPECTION NOTES ** CANCELLED VIA TEXT MESSAGE BY GRAYSON
ROW- PRE-APRON (PRE-POUR)	07/14/2025	CANCELLED BY APPLICANT	EMADISON
Note: ** CANCELLED VIA TEXT MESSAGE BY GRAYSON
PEP TANK INSTALLATION REQUEST	07/14/2025	APPROVED	CBOWERMASTER
Note: 7/9/2025 7:47:30 AM- PREVIOUS INSPECTION NOTES 7/2/2025 12:14:48 PM- PREVIOUS INSPECTION NOTES stucco needs to be done dumpster needs to move Dumpster needs to move
ELECTRIC - EARLY POWER	07/14/2025	APPROVED - AS NOTED	JSTEWART
Note: Authorize release of email to FPL
PEP TANK INSTALLATION REQUEST	07/08/2025	Disapproved -FEE REQUIRED	CBOWERMASTER
Note: 7/2/2025 12:14:48 PM- PREVIOUS INSPECTION NOTES stucco needs to be done dumpster needs to move Dumpster needs to move
PEP TANK INSTALLATION REQUEST	07/02/2025	Disapproved -FEE REQUIRED	CBOWERMASTER
Note: stucco needs to be done dumpster needs to move
INSULATION	06/27/2025	APPROVED	BTAYLOR
LATH/BRICK/ WATER BARRIER	06/27/2025	APPROVED	BTAYLOR
Note: 6/26/2025 - PREVIOUS INSPECTION NOTES cancelled by text
LATH/BRICK/ WATER BARRIER	06/26/2025	CANCELLED BY APPLICANT	CVANSTRAHLEN
Note: cancelled by text
ALL ROUGH	06/25/2025	APPROVED - AS NOTED	CVANSTRAHLEN
Note: Please fix items before next inspection #1-FBCR P2503.7-NEEDS WATER TEST ON DWV - 5 FT HEAD PRESSURE ABOVE HIGHEST FIXTURE - FILL TUB and 5 FT HEAD TEST TO OVERFLOW #2-FBCR 609.1-GAP AT WINDOW/DOOR REVEAL TOO LARGE > 1/4 " PER MANUFACTURERS SPECS ( front door , top )
ROOF VALLEY & METAL	06/23/2025	APPROVED	BTAYLOR
Note: 6/17/2025 - PREVIOUS INSPECTION NOTES 6/17/25: 1). Both wall flashings are missing the tape seal (or roof cement) over the nails on the wall flange section of the wall flashing. FBC-R903.2 2). Right side wall flashing has an cut out section under the truss on the right side that exceeds the acceptable amount to be waterproof. FBC-R903.2 6/11/2025 - PREVIOUS INSPECTION NOTES 6/11/25 1. Missing drip edge on the front of the building
ROOF VALLEY & METAL	06/17/2025	Disapproved - NO FEE	RSIMS
Note: *** NOTES ADDED BY RSIMS 6/17/2025 2:36:59 PM *** 6/17/25: 1). Both wall flashings are missing the tape seal (or roof cement) over the nails on the wall flange section of the wall flashing. FBC-R903.2 2). Right side wall flashing has an cut out section under the truss on the right side that exceeds the acceptable amount to be waterproof. FBC-R903.2 6/11/2025 - PREVIOUS INSPECTION NOTES 6/11/25 1. Missing drip edge on the front of the building
ROOF VALLEY & METAL	06/11/2025	Disapproved - NO FEE	MCONTRYMAN
Note: 6/11/25 1. Missing drip edge on the front of the building
U-CROSS CONNECTION	06/10/2025	APPROVED	BWRIGHT
ROOF SHEATHING / BRACES/TIES/DOWN CELL	06/10/2025	APPROVED - AS NOTED	MCONTRYMAN
Note: 6/10/25 1. Missing MGT at truss C1, for porch area 6/6/2025 - PREVIOUS INSPECTION NOTES 6/6/25 Job not ready 1. Roof sheathing is not installed 2. Trusses are not complete/Roof not complete 3. Not all metal is not installed --Please only schedule inspections when jobs are ready to avoid failures and fees--
WALL SHEATHING	06/06/2025	APPROVED	MCONTRYMAN
ROOF SHEATHING / BRACES/TIES/DOWN CELL	06/06/2025	Disapproved -FEE REQUIRED	MCONTRYMAN
Note: 6/6/25 Job not ready 1. Roof sheathing is not installed 2. Trusses are not complete/Roof not complete 3. Not all metal is not installed --Please only schedule inspections when jobs are ready to avoid failures and fees--
TIE BEAM / LINTEL	05/30/2025	APPROVED	CVANSTRAHLEN
Note:
TIE BEAM / LINTEL	05/28/2025	Disapproved - NO FEE	CVANSTRAHLEN
Note: Please fix item before next inspection #1-dowel need to be 5" deep on concreted slab and secured
MONOLITHIC SLAB	05/19/2025	APPROVED	CVANSTRAHLEN
Note:
MONOLITHIC SLAB	05/16/2025	Disapproved -FEE REQUIRED	RSIMS
Note: *** NOTES ADDED BY RSIMS 5/16/2025 2:20:08 PM *** 5/16/25: NOT READY! CONTRACTORS STILL WORKING ON EARLY PROCESSES.
FORMBOARD SURVEY (OFFICE USE ONLY)	05/15/2025	APPROVED	RRICKS
PLUMBING 1ST ROUGH UNDERGROUND	05/12/2025	APPROVED	MGIBSON
GEOTECHNICAL REPORT APPROVAL (OFFICE USE)	05/08/2025	APPROVED	PKNAPIK
WATER METER INSTALLATION REQUEST	04/22/2025	APPROVED	BVITALE

Review History

Department	Status	Date In	Date Out
ENGIN1	COMPLETE	05/15/2025	05/15/2025
Note: Released By: RODNEY RICKS - (386)986-2001 - RRICKS@PALMCOASTGOV.COM
ZON	COMPLETE	05/15/2025	05/15/2025
Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM
BADMIN	INFORMATION	05/12/2025	05/12/2025
Note: Marked INFORMATION By: MICHELLE RAMOS - (386)986-3780 - MRAMOS@PALMCOASTGOV.COM Missing attachment.
BLD	COMPLETE	05/05/2025	05/08/2025
Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM
ENGIN1	HOLD	05/05/2025	05/06/2025
Note: Held By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM NEED TO HAVE THE GEOTEC INSPECTION BEFORE THIS INSPECTION
ZON	COMPLETE	05/05/2025	05/05/2025
Note: Released By: SCOTT THOMAS - (386)986-3780 - STHOMAS@PALMCOASTGOV.COM
BLD	HOLD	05/01/2025	05/01/2025
Note: Held By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM Geotech certification needs to be digitally verifiable.
SW1	COMPLETE	04/11/2025	04/21/2025
Note: Released By: RODNEY RICKS - - RRICKS@PALMCOASTGOV.COM
ENGIN1	COMPLETE	04/11/2025	04/14/2025
Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM
ZON	COMPLETE	04/11/2025	04/11/2025
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
BADMIN	COMPLETE	04/02/2025	04/08/2025
Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM
BLD	COMPLETE	04/02/2025	04/08/2025
Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM
CUSVC	COMPLETE	04/02/2025	04/10/2025
Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM
ELEC	COMPLETE	04/02/2025	04/07/2025
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	COMPLETE	04/02/2025	04/02/2025
Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM
GAS	CANCEL	04/02/2025	04/04/2025
LOCATE	COMPLETE	04/02/2025	04/07/2025
Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM
MECH	COMPLETE	04/02/2025	04/04/2025
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
SW1	HOLD	04/02/2025	04/09/2025
Note: Held By: RODNEY RICKS - - RRICKS@PALMCOASTGOV.COM No common swales are allowed in the back of the property. Please bring the drainage swale away from the back property line.
ZON	COMPLETE	04/02/2025	04/03/2025
Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM
SWALE	COMPLETE	04/02/2025	04/17/2025
Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM

Fees & Payments

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

Description	Amount Due	Date Paid
REINSPECTION RESIDENTIAL	¤40.00	08/28/2025
REINSPECTION RESIDENTIAL	¤40.00	08/28/2025
REINSPECTION RESIDENTIAL	¤40.00	08/28/2025
REINSPECTION RESIDENTIAL	¤40.00	08/28/2025
UTILITY PEP REINSPECTION	¤40.00	08/28/2025
UTILITY PEP REINSPECTION	¤40.00	08/28/2025
SEWER CREDIT	(¤1,466.00)	04/21/2025
WASTEWATER PERM INSPECTION	¤40.00	04/21/2025
SEWER CAPITAL FACILITY	¤3,930.70	04/21/2025
WATER CAPITAL FACILITY FEE	¤3,496.74	04/21/2025
WATER PERMIT INSPECTION	¤40.00	04/21/2025
WATER MAIN EXTENSION IMPACT	¤854.40	04/21/2025
SITE PLAN 30	¤30.00	04/21/2025
WATER- TURN ON	¤50.00	04/21/2025
ADJUSTMENT 10%	(¤120.20)	04/21/2025
ADMINISTRATIVE RESIDENTIAL	¤30.00	04/21/2025
INSPECTION - RESIDENTIAL	¤913.00	04/21/2025
PLAN REVIEW - RESIDENTIAL	¤258.96	04/21/2025
FC IMPACT FEE EMS	¤62.00	04/21/2025
IMPACT FEE FIRE	¤434.51	04/21/2025
FC IMPACT FEE LAW ENFORCEMENT	¤218.00	04/21/2025
FC IMPACT FEE LIBRARY	¤268.00	04/21/2025
IMPACT FEE PARKS	¤1,828.01	04/21/2025
IMPACT FEE SCHOOL	¤5,450.00	04/21/2025
IMPACT FEE TRANSPORTATION	¤1,916.00	04/21/2025
PEP TANK INSTALL	¤756.74	04/21/2025
WASTEWATER MAIN EXTENSION IMPA	¤2,189.82	04/21/2025
SURCHARGE FS 533.721	¤10.82	04/21/2025
SURCHARGE - FS 468.631	¤16.23	04/21/2025
SW ENG - FOUNDATION SURVEY	¤20.00	04/21/2025
SW ENG INSPECTION 80	¤80.00	04/21/2025
SW ENG PRE APRON	¤30.00	04/21/2025
SW ENG - REVIEW 20	¤20.00	04/21/2025
SW ENG RES REVIEW 200	¤200.00	04/21/2025
WATER METER W/ TAP	¤2,326.93	04/21/2025
Fees	Total Due: ¤0.00	Total Paid: ¤24,124.66