Status: COED

Parcel Id: 05-12-31-2755-00000-0140

CONDITIONED SPACE: 1885 sqft

GARAGE: 658 sqft

OPENED PORCH (WITH ROOF) : 221 sqft

Total Square Footage: 2764 sqft

Subdivision: 2313 - THE GABLES SUBDIVISION AT TOWN CENTER

Job Phone: (386)756-0439

Location Address: 227 HAWTHORN AVE

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 02/11/2025

NOC: RECORDED

Applicant name: JAMES MICHAEL MATHER

Owner: PAYTAS HOMES INC

Address PO BOX 290490 PORT ORANGE, FL 32127

Lot: 14

Contracted Stated Job Value: ¤350,000.00

Job Description: SINGLE FAMILY RESIDENCE

Type: CN

Contractor

PAYTAS HOMES INC

Status	Location Address	State License Number	Phone
ACTIVE	PO BOX 290490 PORT ORANGE, FL 32127	CBC1261873 (Exp: 08/31/2026)	(386)756-0439

Sub Contractors

GERALD EDWARD MASTERS JR

Status	Location Address	State License Number	Phone
ACTIVE	505 HERBERT STREET PORT ORANGE, FL 32129	EC13003217 (Exp: 08/31/2026)	(386)304-2600

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

DANIEL P HUCKS

Status	Location Address	State License Number	Phone	Fax
ACTIVE	1345 N US HIGHWAY 1 Ormond Beach, 32174	CAC029376 (Exp: 08/31/2026)	(386) 672-8494	386-673-7856

JACK DOUGLAS LANIER

Status	Location Address	State License Number	Phone	Fax
ACTIVE	485 COMMERCE WAY LONGWOOD , FL 32750	CCC058022 (Exp: 08/31/2026)	(321)441-2300	(321)441-2313

Inspection History

Type	Request Date	Result	Inspector
ROW - STORMWATER FINAL	09/17/2025	APPROVED	FSLADISH
Note: 9/17/25 REQUIRED RIGHT SIDE SWALE CORRECTION MADE AT THE TIME OF THIS INSPECTION. AT THE TIME OF THIS INSPECTIONS ALL COPC REQUIREMENTS WERE MET, NEITHER THE INSPECTOR NOR THE CITY IS RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. ________________________________________________________________________________________________________________________ 9/12/2025 - PREVIOUS INSPECTION NOTES 9/12/25 DRAINAGE CONVEYANCE NOT RESET AND FLOWING AT THE TIME OF THIS INSPECTION. ON THE RIGHT SIDE, FACING THE HOUSE, THE DRAINAGE CONVEYANCE IS HOLDING A LOT OF WATER BETWEEN THE TWO PROPERTIES. YOU NEED TO DIRECT THAT WATER TO THE FRONT.
U -UTILITY RESIDENTIAL FINAL	09/12/2025	FINAL APPROVED	BHAINES
Note: Inspector Notes from Inspection 9035 reclaim irr-no cc
ROW - STORMWATER FINAL	09/12/2025	Disapproved -FEE REQUIRED	FSLADISH
Note: 9/12/25 DRAINAGE CONVEYANCE NOT RESET AND FLOWING AT THE TIME OF THIS INSPECTION. SEE PHOTO ON THE RIGHT SIDE, FACING THE HOUSE, THE DRAINAGE CONVEYANCE IS HOLDING A LOT OF WATER BETWEEN THE TWO PROPERTIES. YOU NEED TO DIRECT THAT WATER TO THE FRONT.
BLD - BUILDING FINAL	09/12/2025	Approval - Private Provider	PPROVIDER
Note: 9/10/2025 3:09:14 PM- PREVIOUS INSPECTION NOTES
ROW- FINAL SURVEY/GRADING CERTIFICATION	09/11/2025	APPROVED	GBERTOLA
Note: 9/11/25= Inspector mistake the elevation are correct 9/10/2025 - PREVIOUS INSPECTION NOTES 9/10/25= ON THE LEFT SIDE, FACING THE HOUSES, ARE THE ELEVATIONS FROM 22.80 TO 22.82, ALMOST ALL THE WAY DOWN.The tolerance alongside lot lines is no more than 20 feet flat, with a positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet.Sec 300.01(4,5,6) 7/31/2025 - PREVIOUS INSPECTION NOTES 7/31/25 YOUR SURVEY ELEVATIONS SHOW THAT YOU DO NOT HAVE THE REQUIRED 6" FALL IN THE FIRST 10 FOOT OFF THE REAR OFF THE STRUCTURE AS REQUIRED. Drainage from the structure is to be a 6-inch (5%) Residential, Chapter 4, R401.3 "Drainage from the structure is to be a 6-inch (5%) minimum slope for the first 10 FT E.Florida Building Code, Residential, Chapter 4, R401.3" 7/23/2025 - PREVIOUS INSPECTION NOTES 7/23/24 YOUR FINAL SURVEY IS SHOWING FLAT TO UPHILL FROM CENTER REAR OF STRUCTURE TO AROUND RIGHT SIDE CORNER. YOUR LEFT SIDE PROPERTY LINE IS NOT SHOWING REQUIRED 1 TENTH EVERY 20 FT OF POSITIVE FORWARD FLOW. NEED ADDITIONAL ELEVATION SHOT ON LEFT SIDE CORNER 10 FT OFF STRUCTURE. SEE PHOTO FOR REFERENCE. Must have enough elevations to show drainage flow pattern Sec 300.01-B5 "Sec 300.01 B5 The interior elevations at no greater than a 20-foot grid. • Shots at the corners, along the sides, rear of the building, and 10 feet off of the building are required in addition to the 20-foot grid." Rear Yard Drainage Sec 300.01(4,5,6) "Sec 300.01(4,5,6) The tolerance along side lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet." 7/7/2025 - PREVIOUS INSPECTION NOTES 7/7/25 YOU FINAL SURVEY MUST BE COMPLETED WITH SOD LAID AND ALL FEATURES COMPLETED. YOU WILL NEED TO SUBMIT A NEW FINAL SURVEY WHEN COMPLETED. PHOTO ENCLOSED LGDC COMPLIANCE Section 200.01.1.E.(5) "(5) Final Lot Grading & Drainage Certification shall comply with all of the following: (a) A complete Final Lot Grading & Drainage Certification form provided by the City and consisting of three parts. • The completed Final Lot Grading & Drainage Certification checklist • A blank page or pages as necessary to be completed by the professional engineer, describing discrepancies between the City approved Lot Grading & Drainage Plan and the Final Lot Grading & Drainage Plan along with an explanation of any modifications, improvements and/or other means incorporated to ensure properly functioning grading and drainage conditions are consistent with the intent of the approved Lot Grading & Drainage Plan to include engineering design of any physically constructed drainage conveyances such as trickle channels, retaining walls, pipelines, yard inlets and similar drainage structures. • The “as constructed” Final Lot Grading & Drainage Plan that graphically documents, illustrates and depicts the as constructed lot grading and drainage conditions at completion of the home after completion of all site improvements and landscaping including installation of sod."
ROW FIELD SURVEY /GRADING CERTIFICATION	09/11/2025	APPROVED - AS NOTED	GBERTOLA
Note: ON THE RIGHT SIDE, FACING THE HOUSE, THE DRAINAGE CONVEYANCE IS HOLDING A LOT OF WATER BETWEEN THE TWO PROPERTIES. YOU NEED TO DIRECT THAT WATER TO THE FRONT.
ROW - FINAL APRON (AFTER POUR)	09/11/2025	APPROVED	GBERTOLA
Note: Inspector Notes from Inspection 9465 ON THE RIGHT SIDE, FACING THE HOUSE, THE DRAINAGE CONVEYANCE IS HOLDING A LOT OF WATER BETWEEN THE TWO PROPERTIES. YOU NEED TO DIRECT THAT WATER TO THE FRONT. 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.
BLD - BUILDING FINAL	09/10/2025	Disapproved- Private Provider	PPROVIDER
ROW- FINAL SURVEY/GRADING CERTIFICATION	09/10/2025	Disapproved - NO FEE	GBERTOLA
Note: 9/10/25= ON THE LEFT SIDE, FACING THE HOUSES, ARE THE ELEVATIONS FROM 22.80 TO 22.82, ALMOST ALL THE WAY DOWN.The tolerance alongside lot lines is no more than 20 feet flat, with a positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet.Sec 300.01(4,5,6) 7/31/2025 - PREVIOUS INSPECTION NOTES 7/31/25 YOUR SURVEY ELEVATIONS SHOW THAT YOU DO NOT HAVE THE REQUIRED 6" FALL IN THE FIRST 10 FOOT OFF THE REAR OFF THE STRUCTURE AS REQUIRED. Drainage from the structure is to be a 6-inch (5%) Residential, Chapter 4, R401.3 "Drainage from the structure is to be a 6-inch (5%) minimum slope for the first 10 FT E.Florida Building Code, Residential, Chapter 4, R401.3" 7/23/2025 - PREVIOUS INSPECTION NOTES 7/23/24 YOUR FINAL SURVEY IS SHOWING FLAT TO UPHILL FROM CENTER REAR OF STRUCTURE TO AROUND RIGHT SIDE CORNER. YOUR LEFT SIDE PROPERTY LINE IS NOT SHOWING REQUIRED 1 TENTH EVERY 20 FT OF POSITIVE FORWARD FLOW. NEED ADDITIONAL ELEVATION SHOT ON LEFT SIDE CORNER 10 FT OFF STRUCTURE. SEE PHOTO FOR REFERENCE. Must have enough elevations to show drainage flow pattern Sec 300.01-B5 "Sec 300.01 B5 The interior elevations at no greater than a 20-foot grid. • Shots at the corners, along the sides, rear of the building, and 10 feet off of the building are required in addition to the 20-foot grid." Rear Yard Drainage Sec 300.01(4,5,6) "Sec 300.01(4,5,6) The tolerance along side lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet." 7/7/2025 - PREVIOUS INSPECTION NOTES 7/7/25 YOU FINAL SURVEY MUST BE COMPLETED WITH SOD LAID AND ALL FEATURES COMPLETED. YOU WILL NEED TO SUBMIT A NEW FINAL SURVEY WHEN COMPLETED. PHOTO ENCLOSED LGDC COMPLIANCE Section 200.01.1.E.(5) "(5) Final Lot Grading & Drainage Certification shall comply with all of the following: (a) A complete Final Lot Grading & Drainage Certification form provided by the City and consisting of three parts. • The completed Final Lot Grading & Drainage Certification checklist • A blank page or pages as necessary to be completed by the professional engineer, describing discrepancies between the City approved Lot Grading & Drainage Plan and the Final Lot Grading & Drainage Plan along with an explanation of any modifications, improvements and/or other means incorporated to ensure properly functioning grading and drainage conditions are consistent with the intent of the approved Lot Grading & Drainage Plan to include engineering design of any physically constructed drainage conveyances such as trickle channels, retaining walls, pipelines, yard inlets and similar drainage structures. • The “as constructed” Final Lot Grading & Drainage Plan that graphically documents, illustrates and depicts the as constructed lot grading and drainage conditions at completion of the home after completion of all site improvements and landscaping including installation of sod."
ROW- FINAL SURVEY/GRADING CERTIFICATION	07/31/2025	Disapproved -FEE REQUIRED	FSLADISH
Note: 7/31/25 YOUR SURVEY ELEVATIONS SHOW THAT YOU DO NOT HAVE THE REQUIRED 6" FALL IN THE FIRST 10 FOOT OFF THE REAR OFF THE STRUCTURE AS REQUIRED. Drainage from the structure is to be a 6-inch (5%) Residential, Chapter 4, R401.3 "Drainage from the structure is to be a 6-inch (5%) minimum slope for the first 10 FT E.Florida Building Code, Residential, Chapter 4, R401.3" 7/23/2025 - PREVIOUS INSPECTION NOTES 7/23/24 YOUR FINAL SURVEY IS SHOWING FLAT TO UPHILL FROM CENTER REAR OF STRUCTURE TO AROUND RIGHT SIDE CORNER. YOUR LEFT SIDE PROPERTY LINE IS NOT SHOWING REQUIRED 1 TENTH EVERY 20 FT OF POSITIVE FORWARD FLOW. NEED ADDITIONAL ELEVATION SHOT ON LEFT SIDE CORNER 10 FT OFF STRUCTURE. SEE PHOTO FOR REFERENCE. Must have enough elevations to show drainage flow pattern Sec 300.01-B5 "Sec 300.01 B5 The interior elevations at no greater than a 20-foot grid. • Shots at the corners, along the sides, rear of the building, and 10 feet off of the building are required in addition to the 20-foot grid." Rear Yard Drainage Sec 300.01(4,5,6) "Sec 300.01(4,5,6) The tolerance along side lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet." 7/7/2025 - PREVIOUS INSPECTION NOTES 7/7/25 YOU FINAL SURVEY MUST BE COMPLETED WITH SOD LAID AND ALL FEATURES COMPLETED. YOU WILL NEED TO SUBMIT A NEW FINAL SURVEY WHEN COMPLETED. PHOTO ENCLOSED LGDC COMPLIANCE Section 200.01.1.E.(5) "(5) Final Lot Grading & Drainage Certification shall comply with all of the following: (a) A complete Final Lot Grading & Drainage Certification form provided by the City and consisting of three parts. • The completed Final Lot Grading & Drainage Certification checklist • A blank page or pages as necessary to be completed by the professional engineer, describing discrepancies between the City approved Lot Grading & Drainage Plan and the Final Lot Grading & Drainage Plan along with an explanation of any modifications, improvements and/or other means incorporated to ensure properly functioning grading and drainage conditions are consistent with the intent of the approved Lot Grading & Drainage Plan to include engineering design of any physically constructed drainage conveyances such as trickle channels, retaining walls, pipelines, yard inlets and similar drainage structures. • The “as constructed” Final Lot Grading & Drainage Plan that graphically documents, illustrates and depicts the as constructed lot grading and drainage conditions at completion of the home after completion of all site improvements and landscaping including installation of sod."
ROW- FINAL SURVEY/GRADING CERTIFICATION	07/23/2025	Disapproved -FEE REQUIRED	FSLADISH
Note: 7/23/24 YOUR FINAL SURVEY IS SHOWING FLAT TO UPHILL FROM CENTER REAR OF STRUCTURE TO AROUND RIGHT SIDE CORNER. YOUR LEFT SIDE PROPERTY LINE IS NOT SHOWING REQUIRED 1 TENTH EVERY 20 FT OF POSITIVE FORWARD FLOW. NEED ADDITIONAL ELEVATION SHOT ON LEFT SIDE CORNER 10 FT OFF STRUCTURE. SEE PHOTO FOR REFERENCE. Must have enough elevations to show drainage flow pattern Sec 300.01-B5 "Sec 300.01 B5 The interior elevations at no greater than a 20-foot grid. • Shots at the corners, along the sides, rear of the building, and 10 feet off of the building are required in addition to the 20-foot grid." Rear Yard Drainage Sec 300.01(4,5,6) "Sec 300.01(4,5,6) The tolerance along side lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet." 7/7/2025 - PREVIOUS INSPECTION NOTES 7/7/25 YOU FINAL SURVEY MUST BE COMPLETED WITH SOD LAID AND ALL FEATURES COMPLETED. YOU WILL NEED TO SUBMIT A NEW FINAL SURVEY WHEN COMPLETED. PHOTO ENCLOSED LGDC COMPLIANCE Section 200.01.1.E.(5) "(5) Final Lot Grading & Drainage Certification shall comply with all of the following: (a) A complete Final Lot Grading & Drainage Certification form provided by the City and consisting of three parts. • The completed Final Lot Grading & Drainage Certification checklist • A blank page or pages as necessary to be completed by the professional engineer, describing discrepancies between the City approved Lot Grading & Drainage Plan and the Final Lot Grading & Drainage Plan along with an explanation of any modifications, improvements and/or other means incorporated to ensure properly functioning grading and drainage conditions are consistent with the intent of the approved Lot Grading & Drainage Plan to include engineering design of any physically constructed drainage conveyances such as trickle channels, retaining walls, pipelines, yard inlets and similar drainage structures. • The “as constructed” Final Lot Grading & Drainage Plan that graphically documents, illustrates and depicts the as constructed lot grading and drainage conditions at completion of the home after completion of all site improvements and landscaping including installation of sod."
U-CROSS CONNECTION	07/22/2025	APPROVED - AS NOTED	LFITZGERALD
Note: reclaim irr-no cc
ROW- FINAL SURVEY/GRADING CERTIFICATION	07/07/2025	Disapproved - NO FEE	FSLADISH
Note: 7/7/25 YOU FINAL SURVEY MUST BE COMPLETED WITH SOD LAID AND ALL FEATURES COMPLETED. YOU WILL NEED TO SUBMIT A NEW FINAL SURVEY WHEN COMPLETED. PHOTO ENCLOSED LGDC COMPLIANCE Section 200.01.1.E.(5) "(5) Final Lot Grading & Drainage Certification shall comply with all of the following: (a) A complete Final Lot Grading & Drainage Certification form provided by the City and consisting of three parts. • The completed Final Lot Grading & Drainage Certification checklist • A blank page or pages as necessary to be completed by the professional engineer, describing discrepancies between the City approved Lot Grading & Drainage Plan and the Final Lot Grading & Drainage Plan along with an explanation of any modifications, improvements and/or other means incorporated to ensure properly functioning grading and drainage conditions are consistent with the intent of the approved Lot Grading & Drainage Plan to include engineering design of any physically constructed drainage conveyances such as trickle channels, retaining walls, pipelines, yard inlets and similar drainage structures. • The “as constructed” Final Lot Grading & Drainage Plan that graphically documents, illustrates and depicts the as constructed lot grading and drainage conditions at completion of the home after completion of all site improvements and landscaping including installation of sod."
ROW- PRE-APRON (PRE-POUR)	06/23/2025	APPROVED	GBERTOLA
Note: 6/23/25= READY FOR PAVERS 6/17/2025 - PREVIOUS INSPECTION NOTES ** 06/17/25 READY TO POUR APRON AND PAVER RESTRAINTS ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ** SCHEDULE NEXT PRE-POUR ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET PAVERS UNTIL NEXT PRE-POUR HAS BEEN APPROVED __________________________________________________________________________________________________________________ 6/9/2025 - PREVIOUS INSPECTION NOTES 6/9/25 SPOKE WITH KEVIN CM AND LET HIM KNOW THAT WE ARE FROM HERE FORWARD ENFORCING THE NO PAVERS THRU DRIVEWAYS WITH SIDEWALKS COPC STANDARD OUTLINED IN THE TECHNICAL MANUAL. SIDEWALKS MUST BE 6" POURED CONCRETE. APRON WINGS FROM HERE FOWARD ARE TO BE 36" WIDE AT A MAXIMUM OF 5' FROM CURB AND GUTTER. BOTH OF THESE COPC REQUIREMENTS ARE IN THE THE TECHNICAL MANUAL AND EVEN THOUGH THIS HAS SLIPPED THRU UP UNTIL NOW, MOVING FORWARD YOU WILL BE HELD TO THE AFOREMENTIONED COPC STANDARDS ALREADY IN PLACE. DISAPPROVING NO FEE, PLEASE MAKE REQUIRED CORRECTIONS BEFORE RESUBMITTING FOR INSPECTION.
ROW- PAVER RESTRAINTS	06/17/2025	APPROVED	EMADISON
Note: ** 06/17/25 READY TO POUR PAVER RESTRAINTS ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility to ensure that nothing changes after this Inspection is approved. **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE
ROW- PRE-APRON (PRE-POUR)	06/17/2025	PARTIALLY APPROVED	EMADISON
Note: ** 06/17/25 READY TO POUR APRON AND PAVER RESTRAINTS ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ** SCHEDULE NEXT PRE-POUR ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET PAVERS UNTIL NEXT PRE-POUR HAS BEEN APPROVED __________________________________________________________________________________________________________________ 6/9/2025 - PREVIOUS INSPECTION NOTES 6/9/25 SPOKE WITH KEVIN CM AND LET HIM KNOW THAT WE ARE FROM HERE FORWARD ENFORCING THE NO PAVERS THRU DRIVEWAYS WITH SIDEWALKS COPC STANDARD OUTLINED IN THE TECHNICAL MANUAL. SIDEWALKS MUST BE 6" POURED CONCRETE. APRON WINGS FROM HERE FOWARD ARE TO BE 36" WIDE AT A MAXIMUM OF 5' FROM CURB AND GUTTER. BOTH OF THESE COPC REQUIREMENTS ARE IN THE THE TECHNICAL MANUAL AND EVEN THOUGH THIS HAS SLIPPED THRU UP UNTIL NOW, MOVING FORWARD YOU WILL BE HELD TO THE AFOREMENTIONED COPC STANDARDS ALREADY IN PLACE. DISAPPROVING NO FEE, PLEASE MAKE REQUIRED CORRECTIONS BEFORE RESUBMITTING FOR INSPECTION.
ROW- PRE-APRON (PRE-POUR)	06/09/2025	Disapproved - NO FEE	FSLADISH
Note: 6/9/25 SPOKE WITH KEVIN CM AND LET HIM KNOW THAT WE ARE FROM HERE FORWARD ENFORCING THE NO PAVERS THRU DRIVEWAYS WITH SIDEWALKS COPC STANDARD OUTLINED IN THE TECHNICAL MANUAL. SIDEWALKS MUST BE 6" POURED CONCRETE. APRON WINGS FROM HERE FOWARD ARE TO BE 36" WIDE AT A MAXIMUM OF 5' FROM CURB AND GUTTER. BOTH OF THESE COPC REQUIREMENTS ARE IN THE THE TECHNICAL MANUAL AND EVEN THOUGH THIS HAS SLIPPED THRU UP UNTIL NOW, MOVING FORWARD YOU WILL BE HELD TO THE AFOREMENTIONED COPC STANDARDS ALREADY IN PLACE. DISAPPROVING NO FEE, PLEASE MAKE REQUIRED CORRECTIONS BEFORE RESUBMITTING FOR INSPECTION. SECTION 400.02 Sidewalks constructed within the City of Palm Coast shall be constructed with 3000 psi concrete and contain fiber or wire mesh. Sidewalk shall be a minimum of 4" thick concrete. Sidewalks at driveway/turnout crossings shall be a minimum of 6" thick concrete.
ELECTRIC - EARLY POWER	06/05/2025	Approval - Private Provider	PPROVIDER
LATH/BRICK/ WATER BARRIER	05/01/2025	Approval - Private Provider	PPROVIDER
INSULATION	04/23/2025	Approval - Private Provider	PPROVIDER
ALL ROUGH	04/21/2025	Approval - Private Provider	PPROVIDER
GRAVITY SEWER TEST	04/07/2025	Approval - Private Provider	PPROVIDER
SEWER TIE IN	04/07/2025	APPROVED - AS NOTED	MGIBSON
Note: THIS WAS A VIRTUAL INSPECTION
ROOF VALLEY & METAL	04/01/2025	Approval - Private Provider	PPROVIDER
WALL SHEATHING	03/27/2025	Approval - Private Provider	PPROVIDER
ROOF SHEATHING / BRACES/TIES/DOWN CELL	03/27/2025	Approval - Private Provider	PPROVIDER
ELECTRIC-TUG	03/27/2025	Approval - Private Provider	PPROVIDER
TIE BEAM / LINTEL	03/13/2025	Approval - Private Provider	PPROVIDER
MONOLITHIC SLAB	03/03/2025	Approval - Private Provider	PPROVIDER
FOUND SURVEY APPROVED (OFFICE)	02/27/2025	APPROVED	AMOBLEY
PLUMBING 1ST ROUGH UNDERGROUND	02/24/2025	Approval - Private Provider	PPROVIDER
WATER METER INSTALLATION REQUEST	02/13/2025	APPROVED	CBOWERMASTER

Review History

Department	Status	Date In	Date Out
ENGIN1	COMPLETE	03/03/2025	03/04/2025
Note: Released By: RODNEY RICKS - - RRICKS@PALMCOASTGOV.COM
ZON	COMPLETE	03/03/2025	03/03/2025
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
ENGIN1	COMPLETE	02/27/2025	02/27/2025
Note: Released By: RODNEY RICKS - - RRICKS@PALMCOASTGOV.COM
ZON	COMPLETE	02/27/2025	02/27/2025
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
ZON	COMPLETE	02/04/2025	02/04/2025
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
URB	COMPLETE	01/31/2025	02/03/2025
Note: Released By: MATTHEW SIERRA - (386)286-2002 - MSIERRA@PALMCOASTGOV.COM
BADMIN	COMPLETE	01/29/2025	02/04/2025
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
CUSVC	COMPLETE	01/29/2025	02/03/2025
Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM
ENGIN1	COMPLETE	01/29/2025	01/30/2025
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
LOCATE	COMPLETE	01/29/2025	01/31/2025
Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM
SW1	COMPLETE	01/29/2025	01/30/2025
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	HOLD	01/29/2025	01/31/2025
Note: Held By: NICOLE DIMATTINA - - NDIMATTINA@PALMCOASTGOV.COM PLEASE TURN IN THE ORGINAL PAPERWORK FOR THE R.O.W. AGREEMENT

Fees & Payments

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

Description	Amount Due	Date Paid
SW ENG REINSPECTION 20	¤20.00	09/17/2025
SW ENG - REVIEW 20	¤20.00	02/11/2025
SW ENG RES REVIEW 200	¤200.00	02/11/2025
SEWER INSPECTION	¤25.00	02/11/2025
SITE PLAN 30	¤30.00	02/11/2025
WATER-METER	¤514.49	02/11/2025
WATER-METER	¤427.42	02/11/2025
ADJUSTMENT 10%	(¤3.00)	02/11/2025
ADMINISTRATIVE RESIDENTIAL	¤30.00	02/11/2025
ADMINISTRATIVE - RESID PP	¤225.00	02/11/2025
CONNECTION FEES	¤25.00	02/11/2025
FC IMPACT FEE EMS	¤62.00	02/11/2025
IMPACT FEE FIRE	¤434.51	02/11/2025
FC IMPACT FEE LAW ENFORCEMENT	¤218.00	02/11/2025
FC IMPACT FEE LIBRARY	¤268.00	02/11/2025
IMPACT FEE PARKS	¤1,828.01	02/11/2025
IMPACT FEE SCHOOL	¤5,450.00	02/11/2025
RECORDING FEE REIMBURSE DOC	¤44.00	02/11/2025
IMPACT FEE TRANSPORTATION	¤3,502.00	02/11/2025
WATER -IRRIGATION INSPECTION	¤25.00	02/11/2025
SURCHARGE FS 533.721	¤2.00	02/11/2025
SURCHARGE - FS 468.631	¤2.00	02/11/2025
SW ENG - FOUNDATION SURVEY	¤20.00	02/11/2025
SW ENG INSPECTION 80	¤80.00	02/11/2025
SW ENG PRE APRON	¤30.00	02/11/2025
Fees	Total Due: ¤0.00	Total Paid: ¤13,479.43