Status: FINAL

Parcel Id: 07-11-31-7035-00930-0190

CONDITIONED SPACE: 2474 sqft

GARAGE: 520 sqft

OPENED PORCH (WITH ROOF) : 300 sqft

OPENED PORCH (WITH ROOF) : 60 sqft

Total Square Footage: 3354 sqft

Block: 00930

Subdivision: 2172 - SECTION 35-BELLE TERRE

Job Phone: 386-931-6577

Location Address: 28 BUFFALO BILL DR

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 05/16/2022

NOC: RECORDED

Applicant name: LUIS JORGE MEDEIROS

Owner: FERRAREZI THAIS LIMA & LAIS CORREIA PEREIRA

Address 15742 SE 96TH COURT SUMMERFIELD, FL 34491

Lot: 0190

Contracted Stated Job Value: ¤300,000.00

Job Description: SINGLE FAMILY RESIDENCE

Type: CN

Contractor

A PLUS HOME IMPROVEMENTS LLC

Status	Location Address	State License Number	Phone
ACTIVE	306 S RAILROAD ST BUNNELL, FL 32110	CRC1327024 (Exp: 08/31/2026)	386-263-2167

Sub Contractors

FERNANDO M FARIA

Status	Location Address	State License Number	Phone
ACTIVE	23 FREELAND LANE PALM COAST, FL 32137	RF11067823 (Exp: 08/31/2027)	386-569-4336

CHRISTIAN GALARZA

Status	Location Address	State License Number	Phone
INACTIVE	514 ELKHORN FERN LANE DELAND, FL 32720	CCC1332550 (Exp: 08/31/2024)	386-734-1955

JOSEPH MOUAG

Status	Location Address	State License Number	Phone
ACTIVE	842 BANBURY DRIVE PORT ORANGE, FL 32129	EC13006957 (Exp: 08/31/2026)	386-547-3722

GARY LLOYD SHEFFIELD

Status	Location Address	State License Number	Phone
ACTIVE	1815 US HWY 1 ORMOND BEACH, FL 32174	CAC1821959 (Exp: 08/31/2026)	386-238-9117

GLEN WILLIAM KEHLE

Status	Location Address	State License Number	Phone	Fax
ACTIVE	P. O. Box 353511 BUNNELL, FL 32110	CFC057241 (Exp: 08/31/2026)	(386) 447-4249	(386) 437-8488

Inspection History

Type	Request Date	Result	Inspector
BLD - BUILDING FINAL	04/23/2026	FINAL APPROVED	HCAMACHO
Note: 1/7/2026 - PREVIOUS INSPECTION NOTES 1/7/26 1. No hot water FBCR P2722.2 2. Electrical box above outdoor kithchen needs to be outdoor rated NEC 406.9 3. Outdoor kitchen has visible water underneath and needs to be sealed up properly 4. Tree branches are visibly on roof and lessens the life of the shingles. Needs to be cut back 5. Dryer vent needs to be capped/sealed when not in use FBC-M1502.4.7 6. Smoke alarm in mater BR chirping and nees to be replaced FBCR 314 & 315 7. Seal all wall and ceiling penetrations in garage FBC 402.5.1.1 8. Seal up ceiling penetrations around AH and intake air FBCR 302.11 9. Fridge required to be GFCi or Arc/fault protected NEC 210.12 10. Pep tank required to be GFCi protected NEC 422.5 11. Breaker #32 not labaled in panel NEC 408.4 12. Kitchen island outlets do not meet code requirements since the overhang is more than 6". Will need to add pop up outlets or side mounted outlets NEC-210.52(C)(3)(3) 13. AC needs to be 3" above finished grade FBCR M1305.1.4.1 / FBCR 1307.1/ NEC 110.26
BLD - BUILDING FINAL	01/07/2026	Disapproved -FEE REQUIRED	MCONTRYMAN
Note: 1/7/26 1. No hot water FBCR P2722.2 2. Electrical box above outdoor kithchen needs to be outdoor rated NEC 406.9 3. Outdoor kitchen has visible water underneath and needs to be sealed up properly 4. Tree branches are visibly on roof and lessens the life of the shingles. Needs to be cut back 5. Dryer vent needs to be capped/sealed when not in use FBC-M1502.4.7 6. Smoke alarm in mater BR chirping and nees to be replaced FBCR 314 & 315 7. Seal all wall and ceiling penetrations in garage FBC 402.5.1.1 8. Seal up ceiling penetrations around AH and intake air FBCR 302.11 9. Fridge required to be GFCi or Arc/fault protected NEC 210.12 10. Pep tank required to be GFCi protected NEC 422.5 11. Breaker #32 not labaled in panel NEC 408.4 12. Kitchen island outlets do not meet code requirements since the overhang is more than 6". Will need to add pop up outlets or side mounted outlets NEC-210.52(C)(3)(3) 13. AC needs to be 3" above finished grade FBCR M1305.1.4.1 / FBCR 1307.1/ NEC 110.26
U -UTILITY RESIDENTIAL FINAL	01/07/2026	FINAL APPROVED	BWRIGHT
Note: New inspection due to canceled inspection New inspection due to canceled inspection Inspector Notes from Inspection 9035 potablevirr with PVB-no cross connection
ROW- PROJECT STATUS	12/11/2025	Status Check	PFLANAGAN
Note: Please make sure the drainage is working on this site without impacting the neighboring house in the back. Drainage will not impact the adjacent lot to the rear.
BLD - BUILDING FINAL	11/07/2025	CANCELLED BY APPLICANT	WEB
U -UTILITY RESIDENTIAL FINAL	11/07/2025	CANCELLED BY APPLICANT	WEB
Note: New inspection due to canceled inspection Inspector Notes from Inspection 9035 potablevirr with PVB-no cross connection
U -UTILITY RESIDENTIAL FINAL	11/06/2025	CANCELLED BY APPLICANT	WEB
Note: Inspector Notes from Inspection 9035 potablevirr with PVB-no cross connection
BLD - BUILDING FINAL	11/06/2025	CANCELLED BY APPLICANT	WEB
ROW - FINAL APRON (AFTER POUR)	11/05/2025	APPROVED	TPOLACEK
Note: AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER THE INSPECTOR NOR THE CITY IS 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
ROW FIELD SURVEY /GRADING CERTIFICATION	11/05/2025	APPROVED	TPOLACEK
Note: AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER THE INSPECTOR NOR THE CITY IS 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 10/27/2025 - PREVIOUS INSPECTION NOTES ** 10/27/25 CANCELLED ON SITE BY NANCY FROM A+ HOMES ___________________________________________________________________________________________________________________ 9/18/2025 - PREVIOUS INSPECTION NOTES ** 09/18/25 AS NOTED IN PREVIOUS FIELD SURVEY ON 07/03/25 THAT WAS DISAPPROVED NEED TO RAISE THE ELEVATION OF ROADSIDE SWALE ON RIGHT SIDE AS IT IS STILL HOLDING WATER NEED TO REMOVE HIGH SPOT AT THE PROPERTY LINE SO WATER WILL FLOW FROM LEFT TO RIGHT ** SEE NOTES BELOW ____________________________________________________________________________________________________________________ 7/3/2025 - PREVIOUS INSPECTION NOTES THE FRONT ROADSIDE SWALE IS HOLDING WATER AT THIS TIME. NEED TO RAISE SWALE SO WATER WILL HOLD IN THE CULVERT AND NOTE IN THE ROADSIDE SWALE IN THE FRONT YARD. IF YOU NEED INSTRUCTIONS ON HOW TO GRADE SWALE PROPERLY PLEASE SEE DRAWING IN TEC. MANUAL LABELED TYIPCAL NEW HOME SWALE DESIGN ------------------------------------------------------------------------------------------------------- THE DRAINAGE OF THIS LOT WILL NOT IMPACT ANY ADJACENT LOT SURROUND THIS LOT AT THIS TIME. ------------------------------------------------------------------------------------------------------- NOT TO INSPECTOR: This was an Infill visit Gabe/Ed 9/17/24 about water coming under the fence in the rear from the new build behind her. Please be sure builder has graded to ensure no water flows under the fence to house 20 Buffalo Grove Pl. Spoke to resident about this note to inspector on 11/18/24. Final Survey has already been dissapproved at this point.
ROW - STORMWATER FINAL	11/05/2025	APPROVED	TPOLACEK
Note: AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER THE INSPECTOR NOR THE CITY IS 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
ROW FIELD SURVEY /GRADING CERTIFICATION	10/27/2025	CANCELLED BY APPLICANT	EMADISON
Note: ** 10/27/25 CANCELLED ON SITE BY NANCY FROM A+ HOMES ___________________________________________________________________________________________________________________ 9/18/2025 - PREVIOUS INSPECTION NOTES ** 09/18/25 AS NOTED IN PREVIOUS FIELD SURVEY ON 07/03/25 THAT WAS DISAPPROVED NEED TO RAISE THE ELEVATION OF ROADSIDE SWALE ON RIGHT SIDE AS IT IS STILL HOLDING WATER NEED TO REMOVE HIGH SPOT AT THE PROPERTY LINE SO WATER WILL FLOW FROM LEFT TO RIGHT ** SEE NOTES BELOW ____________________________________________________________________________________________________________________ 7/3/2025 - PREVIOUS INSPECTION NOTES THE FRONT ROADSIDE SWALE IS HOLDING WATER AT THIS TIME. NEED TO RAISE SWALE SO WATER WILL HOLD IN THE CULVERT AND NOTE IN THE ROADSIDE SWALE IN THE FRONT YARD. IF YOU NEED INSTRUCTIONS ON HOW TO GRADE SWALE PROPERLY PLEASE SEE DRAWING IN TEC. MANUAL LABELED TYIPCAL NEW HOME SWALE DESIGN ------------------------------------------------------------------------------------------------------- THE DRAINAGE OF THIS LOT WILL NOT IMPACT ANY ADJACENT LOT SURROUND THIS LOT AT THIS TIME. ------------------------------------------------------------------------------------------------------- NOT TO INSPECTOR: This was an Infill visit Gabe/Ed 9/17/24 about water coming under the fence in the rear from the new build behind her. Please be sure builder has graded to ensure no water flows under the fence to house 20 Buffalo Grove Pl. Spoke to resident about this note to inspector on 11/18/24. Final Survey has already been dissapproved at this point.
ROW FIELD SURVEY /GRADING CERTIFICATION	09/18/2025	Disapproved - NO FEE	EMADISON
Note: ** 09/18/25 AS NOTED IN PREVIOUS FIELD SURVEY ON 07/03/25 THAT WAS DISAPPROVED NEED TO RAISE THE ELEVATION OF ROADSIDE SWALE ON RIGHT SIDE AS IT IS STILL HOLDING WATER NEED TO REMOVE HIGH SPOT AT THE PROPERTY LINE SO WATER WILL FLOW FROM LEFT TO RIGHT ** SEE NOTES BELOW ____________________________________________________________________________________________________________________ 7/3/2025 - PREVIOUS INSPECTION NOTES THE FRONT ROADSIDE SWALE IS HOLDING WATER AT THIS TIME. NEED TO RAISE SWALE SO WATER WILL HOLD IN THE CULVERT AND NOTE IN THE ROADSIDE SWALE IN THE FRONT YARD. IF YOU NEED INSTRUCTIONS ON HOW TO GRADE SWALE PROPERLY PLEASE SEE DRAWING IN TEC. MANUAL LABELED TYIPCAL NEW HOME SWALE DESIGN ------------------------------------------------------------------------------------------------------- THE DRAINAGE OF THIS LOT WILL NOT IMPACT ANY ADJACENT LOT SURROUND THIS LOT AT THIS TIME. ------------------------------------------------------------------------------------------------------- NOT TO INSPECTOR: This was an Infill visit Gabe/Ed 9/17/24 about water coming under the fence in the rear from the new build behind her. Please be sure builder has graded to ensure no water flows under the fence to house 20 Buffalo Grove Pl. Spoke to resident about this note to inspector on 11/18/24. Final Survey has already been dissapproved at this point.
ROW- FINAL SURVEY/GRADING CERTIFICATION	09/18/2025	APPROVED	EMADISON
Note: ** 09/18/25 FINAL SURVEY WAS PREVIOUSLY APPROVED ON 07/03/25 BY P. FLANAGAN
ROW FIELD SURVEY /GRADING CERTIFICATION	07/03/2025	Disapproved - NO FEE	PFLANAGAN
Note: THE FRONT ROADSIDE SWALE IS HOLDING WATER AT THIS TIME. NEED TO RAISE SWALE SO WATER WILL HOLD IN THE CULVERT AND NOTE IN THE ROADSIDE SWALE IN THE FRONT YARD. IF YOU NEED INSTRUCTIONS ON HOW TO GRADE SWALE PROPERLY PLEASE SEE DRAWING IN TEC. MANUAL LABELED TYIPCAL NEW HOME SWALE DESIGN ------------------------------------------------------------------------------------------------------- THE DRAINAGE OF THIS LOT WILL NOT IMPACT ANY ADJACENT LOT SURROUND THIS LOT AT THIS TIME. ------------------------------------------------------------------------------------------------------- NOT TO INSPECTOR: This was an Infill visit Gabe/Ed 9/17/24 about water coming under the fence in the rear from the new build behind her. Please be sure builder has graded to ensure no water flows under the fence to house 20 Buffalo Grove Pl. Spoke to resident about this note to inspector on 11/18/24. Final Survey has already been dissapproved at this point.
ROW- FINAL SURVEY/GRADING CERTIFICATION	07/03/2025	APPROVED - AS NOTED	PFLANAGAN
Note: FINAL SURVEY STATES THAT THE DRAINAGE OF THIS LOT WILL NOT IMPACT ANY ADJACENT LOTS SURROUND THIS ONE. PASSING THIS AS NOTED BECAUSE OF THE INFILL LOT BEHIND THIS LOT. ------------------------------------------------------------------- 6/27/2025 - PREVIOUS INSPECTION NOTES 6/27/25=YOU NEED TO GRADE THE SWALE, AS IT IS PITCHING IN THE WRONG DIRECTION. ADDITIONALLY, THE CULVERT PIPE NEEDS TO BE CLEANED, AND THE ELEVATION SHOULD BE RECHECKED. WATER IN THE SWALE IS MOVING FROM LEFT TO RIGHT. i did check the elevation and the pipe is not to bad note to the inspector. gbertola 6/5/2025 - PREVIOUS INSPECTION NOTES THE SURVEYORS DID NOT CATURE THE DRAINAGE FEATURES ON THIS LOT CORRECTLY. ------------------------------------------------------------------------------------ 12/3/2024 - PREVIOUS INSPECTION NOTES ** 12/03/24 CULVERT IS OUT OF TOLERANCE CULVERT ELEVATION IN ACCORDANCE WITH TH SWALE PLAN IS (30.50) YOUR FINAL SURVEY IS SHOWING A (30.35 LEFT SIDE) (30.25 RIGHT SIDE) ** "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.Sec.300.01 C3" ___________________________________________________________________________________________________________________
ROW- FINAL SURVEY/GRADING CERTIFICATION	06/27/2025	Disapproved -FEE REQUIRED	GBERTOLA
Note: 6/27/25=YOU NEED TO GRADE THE SWALE, AS IT IS PITCHING IN THE WRONG DIRECTION. ADDITIONALLY, THE CULVERT PIPE NEEDS TO BE CLEANED, AND THE ELEVATION SHOULD BE RECHECKED. WATER IN THE SWALE IS MOVING FROM LEFT TO RIGHT. i did check the elevation and the pipe is not to bad note to the inspector. gbertola 6/5/2025 - PREVIOUS INSPECTION NOTES THE SURVEYORS DID NOT CATURE THE DRAINAGE FEATURES ON THIS LOT CORRECTLY. ------------------------------------------------------------------------------------ 12/3/2024 - PREVIOUS INSPECTION NOTES ** 12/03/24 CULVERT IS OUT OF TOLERANCE CULVERT ELEVATION IN ACCORDANCE WITH TH SWALE PLAN IS (30.50) YOUR FINAL SURVEY IS SHOWING A (30.35 LEFT SIDE) (30.25 RIGHT SIDE) ** "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.Sec.300.01 C3" ___________________________________________________________________________________________________________________
ROW- FINAL SURVEY/GRADING CERTIFICATION	06/05/2025	Disapproved -FEE REQUIRED	PFLANAGAN
Note: THE SURVEYORS DID NOT CATURE THE DRAINAGE FEATURES ON THIS LOT CORRECTLY. ------------------------------------------------------------------------------------ 12/3/2024 - PREVIOUS INSPECTION NOTES ** 12/03/24 CULVERT IS OUT OF TOLERANCE CULVERT ELEVATION IN ACCORDANCE WITH TH SWALE PLAN IS (30.50) YOUR FINAL SURVEY IS SHOWING A (30.35 LEFT SIDE) (30.25 RIGHT SIDE) ** "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.Sec.300.01 C3" ___________________________________________________________________________________________________________________
U-CROSS CONNECTION	02/26/2025	APPROVED - AS NOTED	LFITZGERALD
Note: potablevirr with PVB-no cross connection
ROW- FINAL SURVEY/GRADING CERTIFICATION	12/03/2024	Disapproved -FEE REQUIRED	EMADISON
Note: ** 12/03/24 CULVERT IS OUT OF TOLERANCE CULVERT ELEVATION IN ACCORDANCE WITH TH SWALE PLAN IS (30.50) YOUR FINAL SURVEY IS SHOWING A (30.35 LEFT SIDE) (30.25 RIGHT SIDE) ** "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.Sec.300.01 C3" ___________________________________________________________________________________________________________________
FINAL SURVEY (OFFICE USE ONLY)	09/17/2024	Disapproved - NO FEE	EMADISON
Note: ** 09/17/24 CULVERT IS OUT OF TOLERANCE CULVERT ELEVATION IN ACCORDANCE WITH TH SWALE PLAN IS (30.50) YOUR FINAL SURVEY IS SHOWING A (30.35 LEFT SIDE) (30.25 RIGHT SIDE) ** "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.Sec.300.01 C3"
ELECTRIC - EARLY POWER	09/13/2024	APPROVED - AS NOTED	JSTEWART
Note: *** NOTES ADDED BY JSTEWART 9/13/2024 9:21:50 AM *** Authorize release of email to FPL
GRAVITY SEWER TEST	07/10/2024	APPROVED	MGIBSON
Note: 6/21/2024 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2060 NEED PORTABLE RESTROOM BY NEXT INSPECTION SHERRIF DEPARTMENT SERVING WARRANT WITH SWATT TEAM
U - SEWER TIE IN	07/10/2024	APPROVED	MGIBSON
Note: 6/21/2024 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2060 NEED PORTABLE RESTROOM BY NEXT INSPECTION SEE GRAVITY SEWER NOTE
U - SEWER TIE IN	06/21/2024	Disapproved - NO FEE	MGIBSON
Note: Inspector Notes from Inspection 2060 NEED PORTABLE RESTROOM BY NEXT INSPECTION SEE GRAVITY SEWER NOTE
GRAVITY SEWER TEST	06/21/2024	Disapproved - NO FEE	MGIBSON
Note: Inspector Notes from Inspection 2060 NEED PORTABLE RESTROOM BY NEXT INSPECTION SHERRIF DEPARTMENT SERVING WARRANT WITH SWATT TEAM
ROW- PRE-APRON (PRE-POUR)	06/13/2024	APPROVED - AS NOTED	EMADISON
Note: ** 06/13/24 READY TO POUR ** 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 ________________________________________________________________________________________________________________ 6/11/2024 - PREVIOUS INSPECTION NOTES ** 06/11/24 THERE NEEDS TO BE A MINIMUM OF 4 INCHES OF CONCRETE IN THE DRIVEWAY ABOVE THE ROW SEE STRINGLINES LEFT IN PLACE ** NEED TO EITHER EXTEND FORM BOARDS TO GROUND OR BACK FILL AROUND FORMS TO CONTAIN THE CONCRETE WITHIN THE POUR AREA ___________________________________________________________________________________________________________________ 6/6/2024 - PREVIOUS INSPECTION NOTES ** 06/06/24 CANCELED BY APPLICANT VIA PHONE CALL ______________________________________________________________________________________________________________ 6/4/2024 - PREVIOUS INSPECTION NOTES ** 06/03/24 CULVERT PIPE NEEDS TO BE SET AT 8 FEET FROM TH EDGE OF ROAD Swale Plan #2. The swale centerline is typically located 8 feet from the edge of pavement, 5 feet from e.o.p. in cul de sacs. Culverts in cul de sacs may require a 22.5° elbow.
ROW- PRE-APRON (PRE-POUR)	06/11/2024	Disapproved -FEE REQUIRED	EMADISON
Note: ** 06/11/24 THERE NEEDS TO BE A MINIMUM OF 4 INCHES OF CONCRETE IN THE DRIVEWAY ABOVE THE ROW SEE STRINGLINES LEFT IN PLACE ** NEED TO EITHER EXTEND FORM BOARDS TO GROUND OR BACK FILL AROUND FORMS TO CONTAIN THE CONCRETE WITHIN THE POUR AREA ___________________________________________________________________________________________________________________ 6/6/2024 - PREVIOUS INSPECTION NOTES ** 06/06/24 CANCELED BY APPLICANT VIA PHONE CALL ______________________________________________________________________________________________________________ 6/4/2024 - PREVIOUS INSPECTION NOTES ** 06/03/24 CULVERT PIPE NEEDS TO BE SET AT 8 FEET FROM TH EDGE OF ROAD Swale Plan #2. The swale centerline is typically located 8 feet from the edge of pavement, 5 feet from e.o.p. in cul de sacs. Culverts in cul de sacs may require a 22.5° elbow.
ROW- PRE-APRON (PRE-POUR)	06/06/2024	CANCELLED BY APPLICANT	EMADISON
Note: ** 06/06/24 CANCELED BY APPLICANT VIA PHONE CALL ______________________________________________________________________________________________________________ 6/4/2024 - PREVIOUS INSPECTION NOTES ** 06/03/24 CULVERT PIPE NEEDS TO BE SET AT 8 FEET FROM TH EDGE OF ROAD Swale Plan #2. The swale centerline is typically located 8 feet from the edge of pavement, 5 feet from e.o.p. in cul de sacs. Culverts in cul de sacs may require a 22.5° elbow.
ROW- PRE-APRON (PRE-POUR)	06/04/2024	Disapproved -FEE REQUIRED	EMADISON
Note: ** 06/03/24 CULVERT PIPE NEEDS TO BE SET AT 8 FEET FROM TH EDGE OF ROAD Swale Plan #2. The swale centerline is typically located 8 feet from the edge of pavement, 5 feet from e.o.p. in cul de sacs. Culverts in cul de sacs may require a 22.5° elbow.
PEP TANK INSTALLATION REQUEST	05/03/2024	APPROVED	CBOWERMASTER
INSULATION	03/27/2024	APPROVED	FWILLIS
Note: Inspector Notes from Inspection 2420 3/13/24- 1. Previous note partially rectified......Hood exhaust duct at Kitchen Cut wall needs to be strapped together, and NP at Master closet ceiling line. FBC 602.6.1...50 %of its width, a galvanized metal tie not less than (16ga) and 1 1/2" wide shall be fastened across and to the plate at each side of the opening...... ( TP strap needs to be both sides of wall, and NP was not installed. 2. Please install mechanical fastener at Lanai bathroom exhaust duct at fan assembly. FBMC 603.9 Joints, seams and connections. 3. Please install gasket at face of all supply and return registers for sealing between drywall and boot. FBEC R402.4.1.1 Will check at insulation. 2/8/2024 - PREVIOUS INSPECTION NOTES 2/8/24- Previous Notes Not rectified......1. Power service Line needs connected at Breaker panel. 3. Need to install approved NP at Mechanicals and Plumbing (size and Gauge).M1502.5 Protection required/ P2603.2.1 Protection against physical damage (at master shower) 5. Lanai exhaust duct needs sealed at roof sheathing. Adding the following......Hood exhaust duct at Kitchen Cut wall needs to be strapped together, and NP at Master closet ceiling line. FBC 602.6.1...50 %of its width, a galvanized metal tie not less than (16ga) and 1 1/2" wide shall be fastened across and to the plate at each side of the opening......... Please obtain a revision of energy calcs for windows installed (listed Metal / Vinyl installed/ Ufactor rating, and SHGC Rating dont match) STOPPED INSPECTION. 1/26/2024 - PREVIOUS INSPECTION NOTES 1/26/24- 1. Power service Line needs connected at Breaker panel. 2. All metal boxes need to be bonded with approved screw.NEC 250.126. 3. Need to install approved NP at Mechanicals and Plumbing (size and Gauge).M1502.5 Protection required/ P2603.2.1 Protection against physical damage 4. Dryer exhaust duct needs sealed at roof sheathing. 5. Lanai exhaust duct needs sealed at roof sheathing. 6. Ducts and plenums need to be sealed 100%. FBCM.603.1 Stopped inspection......Please walk the house for other discrepancies before calling in Inspection.
ALL ROUGH	03/13/2024	APPROVED - AS NOTED	JSTEWART
Note: 3/13/24- 1. Previous note partially rectified......Hood exhaust duct at Kitchen Cut wall needs to be strapped together, and NP at Master closet ceiling line. FBC 602.6.1...50 %of its width, a galvanized metal tie not less than (16ga) and 1 1/2" wide shall be fastened across and to the plate at each side of the opening...... ( TP strap needs to be both sides of wall, and NP was not installed. 2. Please install mechanical fastener at Lanai bathroom exhaust duct at fan assembly. FBMC 603.9 Joints, seams and connections. 3. Please install gasket at face of all supply and return registers for sealing between drywall and boot. FBEC R402.4.1.1 Will check at insulation. 2/8/2024 - PREVIOUS INSPECTION NOTES 2/8/24- Previous Notes Not rectified......1. Power service Line needs connected at Breaker panel. 3. Need to install approved NP at Mechanicals and Plumbing (size and Gauge).M1502.5 Protection required/ P2603.2.1 Protection against physical damage (at master shower) 5. Lanai exhaust duct needs sealed at roof sheathing. Adding the following......Hood exhaust duct at Kitchen Cut wall needs to be strapped together, and NP at Master closet ceiling line. FBC 602.6.1...50 %of its width, a galvanized metal tie not less than (16ga) and 1 1/2" wide shall be fastened across and to the plate at each side of the opening......... Please obtain a revision of energy calcs for windows installed (listed Metal / Vinyl installed/ Ufactor rating, and SHGC Rating dont match) STOPPED INSPECTION. 1/26/2024 - PREVIOUS INSPECTION NOTES 1/26/24- 1. Power service Line needs connected at Breaker panel. 2. All metal boxes need to be bonded with approved screw.NEC 250.126. 3. Need to install approved NP at Mechanicals and Plumbing (size and Gauge).M1502.5 Protection required/ P2603.2.1 Protection against physical damage 4. Dryer exhaust duct needs sealed at roof sheathing. 5. Lanai exhaust duct needs sealed at roof sheathing. 6. Ducts and plenums need to be sealed 100%. FBCM.603.1 Stopped inspection......Please walk the house for other discrepancies before calling in Inspection.
ALL ROUGH	02/08/2024	Disapproved -FEE REQUIRED	JSTEWART
Note: 2/8/24- Previous Notes Not rectified......1. Power service Line needs connected at Breaker panel. 3. Need to install approved NP at Mechanicals and Plumbing (size and Gauge).M1502.5 Protection required/ P2603.2.1 Protection against physical damage (at master shower) 5. Lanai exhaust duct needs sealed at roof sheathing. Adding the following......Hood exhaust duct at Kitchen Cut wall needs to be strapped together, and NP at Master closet ceiling line. FBC 602.6.1...50 %of its width, a galvanized metal tie not less than (16ga) and 1 1/2" wide shall be fastened across and to the plate at each side of the opening......... Please obtain a revision of energy calcs for windows installed (listed Metal / Vinyl installed/ Ufactor rating, and SHGC Rating dont match) STOPPED INSPECTION. 1/26/2024 - PREVIOUS INSPECTION NOTES 1/26/24- 1. Power service Line needs connected at Breaker panel. 2. All metal boxes need to be bonded with approved screw.NEC 250.126. 3. Need to install approved NP at Mechanicals and Plumbing (size and Gauge).M1502.5 Protection required/ P2603.2.1 Protection against physical damage 4. Dryer exhaust duct needs sealed at roof sheathing. 5. Lanai exhaust duct needs sealed at roof sheathing. 6. Ducts and plenums need to be sealed 100%. FBCM.603.1 Stopped inspection......Please walk the house for other discrepancies before calling in Inspection.
ALL ROUGH	01/26/2024	Disapproved -FEE REQUIRED	JSTEWART
Note: 1/26/24- 1. Power service Line needs connected at Breaker panel. 2. All metal boxes need to be bonded with approved screw.NEC 250.126. 3. Need to install approved NP at Mechanicals and Plumbing (size and Gauge).M1502.5 Protection required/ P2603.2.1 Protection against physical damage 4. Dryer exhaust duct needs sealed at roof sheathing. 5. Lanai exhaust duct needs sealed at roof sheathing. 6. Ducts and plenums need to be sealed 100%. FBCM.603.1 Stopped inspection......Please walk the house for other discrepancies before calling in Inspection.
LATH/BRICK/ WATER BARRIER	01/25/2024	APPROVED	FWILLIS
WALL SHEATHING	01/25/2024	APPROVED	FWILLIS
ROOF VALLEY & METAL	08/23/2023	APPROVED	JSTEWART
ROOF SHEATHING / BRACES/TIES/DOWN CELL	08/22/2023	APPROVED	FWILLIS
FOUND SURVEY APPROVED (OFFICE)	08/16/2023	APPROVED	TBAKER
TIE BEAM / LINTEL	04/13/2023	APPROVED	JSTEWART
MONOLITHIC SLAB	03/08/2023	APPROVED	JSTEWART
Note: 3/7/2023 - PREVIOUS INSPECTION NOTES 3/7/2023--FORMS SHALL PROVIDE SUFFICIENT STRENGTH TO CONTAIN CONCRETE DURING THE CONCRETE PLACEMENT OPERATION (STAY IN PLACE FORMS) FBC404.1.2.3.6 CLEARANCE ON REBAR FROM EARTH 3” FBC R404.1.2.3.7.4 (highlighted on print) R319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches (102 mm) in height with a stroke width of not less than 0.5 inch (12.7 mm)
MONOLITHIC SLAB	03/07/2023	Disapproved - NO FEE	JSTEWART
Note: 3/7/2023--FORMS SHALL PROVIDE SUFFICIENT STRENGTH TO CONTAIN CONCRETE DURING THE CONCRETE PLACEMENT OPERATION (STAY IN PLACE FORMS) FBC404.1.2.3.6 CLEARANCE ON REBAR FROM EARTH 3” FBC R404.1.2.3.7.4 (highlighted on print) R319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches (102 mm) in height with a stroke width of not less than 0.5 inch (12.7 mm)
PLUMBING 1ST ROUGH UNDERGROUND	01/24/2023	APPROVED - AS NOTED	MGIBSON
Note: NEED PORTABLE RESTROOM BY NEXT INSPECTION
FOOTER	12/21/2022	APPROVED	RMARTIN
WATER METER INSTALLATION REQUEST	06/16/2022	APPROVED	CSTONE

Review History

Department	Status	Date In	Date Out
MECH	COMPLETE	08/11/2025	08/12/2025
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
BADMIN	INFORMATION	06/25/2025	06/25/2025
Note: Marked INFORMATION By: LIBBY RAYBURN - - LRAYBURN@PALMCOASTGOV.COM wrong type chosen for a final survey you need to pick final survey
BADMIN	INFORMATION	09/16/2024	09/16/2024
Note: Marked INFORMATION By: BARBIE BEMBRY - (386)986-3780 - BUILDINGDIVISION@PALMCOASTGOV.COM subcontractors are to be managed through the online portal - see the last page of the 'how to use'.... guide for instructions.
BADMIN	INFORMATION	03/12/2024	03/12/2024
Note: Marked INFORMATION By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM license provided is incorrect
MECH	COMPLETE	03/11/2024	03/12/2024
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
ENGIN1	COMPLETE	03/06/2024	03/06/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	HOLD	03/06/2024	03/06/2024
Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Survey submitted is not for this address
BLD	COMPLETE	01/09/2024	01/12/2024
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
ENGIN1	COMPLETE	08/15/2023	08/16/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	08/15/2023	08/16/2023
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
ZON	COMPLETE	04/29/2022	04/29/2022
Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM
SWALE	COMPLETE	04/27/2022	06/23/2022
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
BLD	COMPLETE	04/26/2022	04/28/2022
Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM
CUSVC	COMPLETE	04/26/2022	04/29/2022
Note: Released By: ALYSSA ROSCOE - -
ELEC	COMPLETE	04/26/2022	04/27/2022
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	COMPLETE	04/26/2022	04/27/2022
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
LOCATE	COMPLETE	04/26/2022	05/03/2022
Note: Released By: CANDACE STONE - - CSTONE@PALMCOASTGOV.COM
MECH	COMPLETE	04/26/2022	04/26/2022
Note: Released By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM
SW1	COMPLETE	04/26/2022	05/02/2022
Note: Released By: EDWARD MADISON - - EMADISON@PALMCOASTGOV.COM
ZON	HOLD	04/26/2022	04/27/2022
Note: Held By: CINDY CHIRI-GONCALVES - - CGONCALVES@PALMCOASTGOV.COM Site Plan: A/C pad is missing on proposed site plan. Please show location, dimensions and setbacks of pad demonstrating that it does not encroach in the easement. Also note that site plan and landscape plan must match

Fees & Payments

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

Description	Amount Due	Date Paid
WATER- TURN ON	¤25.00	05/16/2022
ADMINISTRATIVE RESIDENTIAL	¤30.00	05/16/2022
INSPECTION - RESIDENTIAL	¤852.50	05/16/2022
PLAN REVIEW - RESIDENTIAL	¤241.80	05/16/2022
CONNECTION FEES	¤1,077.88	05/16/2022
3% FIRE IMPACT FEE CREDIT	(¤11.66)	05/16/2022
IMPACT FEE FIRE	¤388.65	05/16/2022
IMPACT FEE PARKS	¤1,455.13	05/16/2022
IMPACT FEE SCHOOL	¤3,600.00	05/16/2022
IMPACT FEE TRANSPORTATION	¤1,764.00	05/16/2022
WATER -IRRIGATION INSPECTION	¤25.00	05/16/2022
3% PARKS IMPACT FEE CREDIT	(¤43.65)	05/16/2022
SURCHARGE FS 533.721	¤11.84	05/16/2022
SURCHARGE - FS 468.631	¤17.76	05/16/2022
SW ENG - FOUNDATION SURVEY	¤20.00	05/16/2022
SW ENG INSPECTION 80	¤80.00	05/16/2022
SW ENG PRE APRON	¤30.00	05/16/2022
SW ENG - REVIEW 20	¤20.00	05/16/2022
SW ENG RES REVIEW 200	¤200.00	05/16/2022
3% TRANS IMPACT FEE CREDIT	(¤52.92)	05/16/2022
SEWER CREDIT	(¤850.00)	05/16/2022
SEWER INSPECTION	¤25.00	05/16/2022
SEWER CAPITAL FACILITY	¤4,939.76	05/16/2022
WATER CAPITAL FACILITY FEE	¤3,626.50	05/16/2022
SITE PLAN 30	¤30.00	05/16/2022
SW ENG REINSPECTION 30	¤30.00
SW ENG REINSPECTION 30	¤30.00
CONTRACTOR CHANGE	¤20.00
CONTRACTOR CHANGE	¤20.00
CONTRACTOR CHANGE	¤20.00
REINSPECTION RESIDENTIAL	¤40.00
REINSPECTION RESIDENTIAL	¤40.00
REINSPECTION RESIDENTIAL	¤40.00
Fees	Total Due: ¤240.00	Total Paid: ¤17,502.59