Status: COED

Parcel Id: 07-11-31-7032-00500-0350

CONDITIONED SPACE: 1754 sqft

GARAGE: 651 sqft

OPENED PORCH (WITH ROOF) : 182 sqft

OPENED PORCH (WITH ROOF) : 89 sqft

Total Square Footage: 2676 sqft

Block: 00500

Subdivision: -

Job Phone: 407-476-8195

Location Address: 33 ROXANNE LN

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 09/25/2025

NOC: RECORDED

Applicant name: CARLETTE RENE WITTE

Owner: INB BFS LLC

Address 3670 MAGUIRE BOULEVARD ORLANDO, FL 32803

Address STE 220 ORLANDO, FL 32803

Lot: 0350

Contracted Stated Job Value: ¤165,000.00

Job Description: single family residence

Type: CN

Contractor

INNOVATIVE NATIONWIDE BUILDERS INC

Status	Location Address	State License Number	Phone
ACTIVE	3670 MAGUIRE BLVD #220 ,	CRC1330026 (Exp: 08/31/2026)	855-694-6634

Sub Contractors

ANTHONY OKEITH FENNELL

Status	Location Address	State License Number	Phone
ACTIVE	217 N. WESTMONTE DR, SUITE 1007 ALTAMONTE SPRINGS, FL 32714	EC13011194 (Exp: 08/31/2026)	407-404-4000

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

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

JASON LEE JAMES

Status	Location Address	State License Number	Phone
ACTIVE	217 N WESTMONTE DR SUITE 1007 ALTAMONTE SPRINGS, FL 32714	CAC1820196 (Exp: 08/31/2026)	407-404-4000

Inspection History

Type	Request Date	Result	Inspector
BLD - BUILDING FINAL	03/25/2026	APPROVED	CVANSTRAHLEN
Note: 3/13/2026 - PREVIOUS INSPECTION NOTES Please fix items before next inspection #1-M1502.4.7 Exhaust duct required. Where space for a clothes dryer is provided, an exhaust duct system shall be installed. Where the clothes dryer is not installed at the time of occupancy the exhaust duct shall be capped or plugged in the space in which it originates and identified and marked “future use. #2-FBC-R . 302.6 seal all penetration , wall and ceiling ( low voltage wire AHU Plenum conduit ) mechanical room #3-Front door and garage door missing weather stripping #4-AH need locking breaker per florida code Specs -NEC.422.31-Disconnection of permanently connected Appliance-the brand circuit overcurrent device shall be permitted to serve as the disconnecting means where the switch or circuit breaker is within sight from the appliance or been capable of been locked in the open position in compliance with 110.25 #5-Small garage door do not work properly ( sensor dont work , door do not stop ) #6- electrical fan round box uncovert about garage motor #7-5. Seal up soffit penetrations for electrical mast
BLD - BUILDING FINAL	03/13/2026	Disapproved -FEE REQUIRED	CVANSTRAHLEN
Note: *** NOTES ADDED BY CVANSTRAHLEN 3/13/2026 12:35:47 PM *** Please install pantry door Please fix items before next inspection #1-M1502.4.7 Exhaust duct required. Where space for a clothes dryer is provided, an exhaust duct system shall be installed. Where the clothes dryer is not installed at the time of occupancy the exhaust duct shall be capped or plugged in the space in which it originates and identified and marked “future use. #2-FBC-R . 302.6 seal all penetration , wall and ceiling ( low voltage wire AHU Plenum conduit ) mechanical room #3-Front door and garage door missing weather stripping #4-AH need locking breaker per florida code Specs -NEC.422.31-Disconnection of permanently connected Appliance-the brand circuit overcurrent device shall be permitted to serve as the disconnecting means where the switch or circuit breaker is within sight from the appliance or been capable of been locked in the open position in compliance with 110.25 #5-Small garage door do not work properly ( sensor dont work , door do not stop ) #6- electrical fan round box uncovert about garage motor #7-5. Seal up soffit penetrations for electrical mast
ROW - STORMWATER FINAL	03/13/2026	APPROVED	FSLADISH
Note: 3/13/26 REQUIRED CORRECTION COMPLETED AT THE TIME OF THIS INSPECTION. . AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. IT IS THE BUILDER'S AND/OR HOMEOWNER’S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. ____________________________________________________________________________________________________________________________ *** INSPECTORS NOTE. SPOKE WITH FRANK CM AND HE SAID WOULD LOWER THE HIGH SPOT ON THE LEFT SIDE PAST THE PROPERTY LINE TO ESTABLISH POSITIVE DRAINAGE FLOW. OUTLINED IN PAINT. CHECK FOR COMPLETION BEFORE ROW FINAL PASSAGE. ***
U -UTILITY RESIDENTIAL FINAL	03/13/2026	FINAL APPROVED	BWRIGHT
Note: Inspector Notes from Inspection 9035 No CC, No IRR.
ROW - FINAL APRON (AFTER POUR)	03/06/2026	APPROVED	FSLADISH
Note: 3/6/26 AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. IT IS THE BUILDER'S AND/OR HOMEOWNER’S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. _______________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 3/6/26 AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. IT IS THE BUILDER'S AND/OR HOMEOWNER’S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. *** INSPECTORS NOTE. SPOKE WITH FRANK CM AND HE SAID WOULD LOWER THE HIGH SPOT ON THE LEFT SIDE PAST THE PROPERTY LINE TO ESTABLISH POSITIVE DRAINAGE FLOW. OUTLINED IN PAINT. CHECK FOR COMPLETION BEFORE ROW FINAL PASSAGE. ***
ROW- FINAL SURVEY/GRADING CERTIFICATION	03/06/2026	APPROVED	FSLADISH
Note: 2/24/2026 - PREVIOUS INSPECTION NOTES 2/24/26 LEFT SIDE DRAINAGE FLOW GOES FROM 33.80 AT LEFT REAR STRUCTURE CORNER TO 33.70 BACK UP TO 33.80, DRAINAGE WILL POOL HERE AND NOT HAVE POSITIVE FORWARD DRAINAGE FLOW. YOUR FRONT SWALE FLOWS RIGHT TO LEFT. COMING OUT OF THE LEFT SIDE CULVERT YOU COME FROM A 31.55 UPHILL TO 32.20 TO A 32.15 THEN THE INVERT ON THE LEFT ADJOINING PROPERTY IS 31.56 INDICATING THAT THERE WILL NOT BE POSITIVE SWALE DRAINAGE FLOW. REAR YARD DRAIAGE Section 300.01 C(6) V-16 "6) Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Draining onto adjacent properties will not be allowed outside of the platted 5’ drainage easement." ROADSIDE SWALE AND CULVERT Section 300.01 C(1) V-17 1) The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus 0.10 of a foot and must demonstrate positive fall in the direction described in the swale plan
ROW FIELD SURVEY /GRADING CERTIFICATION	03/06/2026	APPROVED - AS NOTED	FSLADISH
Note: 3/6/26 AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. IT IS THE BUILDER'S AND/OR HOMEOWNER’S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. *** INSPECTORS NOTE. SPOKE WITH FRANK CM AND HE SAID WOULD LOWER THE HIGH SPOT ON THE LEFT SIDE PAST THE PROPERTY LINE TO ESTABLISH POSITIVE DRAINAGE FLOW. OUTLINED IN PAINT. CHECK FOR COMPLETION BEFORE ROW FINAL PASSAGE. ***
ROW- FINAL SURVEY/GRADING CERTIFICATION	02/24/2026	Disapproved - NO FEE	FSLADISH
Note: 2/24/26 LEFT SIDE DRAINAGE FLOW GOES FROM 33.80 AT LEFT REAR STRUCTURE CORNER TO 33.70 BACK UP TO 33.80, DRAINAGE WILL POOL HERE AND NOT HAVE POSITIVE FORWARD DRAINAGE FLOW. YOUR FRONT SWALE FLOWS RIGHT TO LEFT. COMING OUT OF THE LEFT SIDE CULVERT YOU COME FROM A 31.55 UPHILL TO 32.20 TO A 32.15 THEN THE INVERT ON THE LEFT ADJOINING PROPERTY IS 31.56 INDICATING THAT THERE WILL NOT BE POSITIVE SWALE DRAINAGE FLOW. REAR YARD DRAIAGE Section 300.01 C(6) V-16 "6) Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Draining onto adjacent properties will not be allowed outside of the platted 5’ drainage easement." ROADSIDE SWALE AND CULVERT Section 300.01 C(1) V-17 1) The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus 0.10 of a foot and must demonstrate positive fall in the direction described in the swale plan
U-CROSS CONNECTION	02/20/2026	APPROVED - AS NOTED	BHAINES
Note: No CC, No IRR.
ROW- PRE-APRON (PRE-POUR)	02/04/2026	APPROVED	FSLADISH
Note: 2/4/26 ALL REQUIRED CORRECTIONS COMPLETED AT THE TIME OF THIS INSPECTION. PIPE INVERT IS GOOD AT THIS INSPECTION. BUILDER REFER TO CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED 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 BEFORE POURING. . IF FIBERGLASS OPTION IS USED, BUILDER REQUIRED TO USE 3000 PSI CONCRETE 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. NO EXPANSION JOINTS ALLOWED, 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. _____________________________________________________________________________________________________________________________ 2/3/2026 - PREVIOUS INSPECTION NOTES ** 02/03/26 THERE NEEDS TO BE A MINIMUM OF 4 INCHES OF CONCRETE WITHIN THE DRIVEWAY POUR AREA ABOVE THE RIGHT OF WAY (ROW) CURRENTLY MEASURING 3 INCHES AND UNDER IN MULTIPLE LOCATIONS ** DRIVEWAY CONCRETE THICKNESS OUTSIDE THE ROW MUST BE A MINIMUM OF 4"".Sec 300.E" ** REMOVE OVER POURED CONCRETE BETWEEN GARAGE DOOR OPENING ** SEE ATTACHED PHOTOS ___________________________________________________________________________________________________________________________ 2/2/2026 - PREVIOUS INSPECTION NOTES 2/2/26 RECEIVED TEXT FROM FRANKI CM TO PLEASE CANCEL FOR TODAY. 1/29/2026 - PREVIOUS INSPECTION NOTES 1/29/26 SPOKE WITH FRANK CM AND HE REQUESTED WE CANCEL THIS INSPECTION FOR TODAY. ___________________________________________________________________________________________________________________________ 1/27/2026 - PREVIOUS INSPECTION NOTES 1/27/26 PLEASE READ PREVIOUS INSPECTION NOTES. YOUR RIGHT SIDE CULVERT PIPE MITERED END IS TO LONG. COPC STANDARD IS MINIMUN OF 6" FROM TOP CENTER OF MITER CUT TO MITERED END. 18" IS ACCEPTED STANDARD ON THE LONGEST LENGTH WE WOULD LIKE TO SEE AS STATED IT SHOULD BE EQUAL TO THE END OF THE APRON WING. YOURS IS APPROXIMATELY 36". YOU HAVE FORMBOARDS BROKED IN SEVERAL AREAS. THE LEFT SIDE MITERED END HAS ROOTS, TRASH AND DEBRIS IN THE POUR AREA. SEE PHOTO FOR REFERENCE AND DRAWING 300.E. ______________________________________________________________________________________________________________________________ 1/23/2026 - PREVIOUS INSPECTION NOTES 01-23-26 TPOLACEK*** CULVERT SHOULD BE CENTERED IN DRIVEWAY, CULVERT ENDS SHOULD BE EQUAL TO THE WIDTH OF DRIVEWAY AT ROAD EDGE AS SHOWN IN 300G ATTACHED TO PERMIT PHOTOS. * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E THE BUILDER IS RESPONSIBLE FOR VERTICAL AND HORIZONTAL ALIGNMENT OF CULVERT PIPE WITHIN THE RIGHT-OF-WAY.Sec 300.E * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL DRAWING 300. E "CULVERT TO BE CENTERED ON DRIVEWAY. CULVERT SHALL BE CONCRETE ENCASED TO SPRING LINE AND AT LEAST 12"" ON EACH SIDE SEE SECTION B-B. Sec 300.E"
ROW- PRE-APRON (PRE-POUR)	02/03/2026	Disapproved -FEE REQUIRED	EMADISON
Note: ** 02/03/26 THERE NEEDS TO BE A MINIMUM OF 4 INCHES OF CONCRETE WITHIN THE DRIVEWAY POUR AREA ABOVE THE RIGHT OF WAY (ROW) CURRENTLY MEASURING 3 INCHES AND UNDER IN MULTIPLE LOCATIONS ** DRIVEWAY CONCRETE THICKNESS OUTSIDE THE ROW MUST BE A MINIMUM OF 4"".Sec 300.E" ** REMOVE OVER POURED CONCRETE BETWEEN GARAGE DOOR OPENING ** SEE ATTACHED PHOTOS ___________________________________________________________________________________________________________________________ 2/2/2026 - PREVIOUS INSPECTION NOTES 2/2/26 RECEIVED TEXT FROM FRANKI CM TO PLEASE CANCEL FOR TODAY. 1/29/2026 - PREVIOUS INSPECTION NOTES 1/29/26 SPOKE WITH FRANK CM AND HE REQUESTED WE CANCEL THIS INSPECTION FOR TODAY. ___________________________________________________________________________________________________________________________ 1/27/2026 - PREVIOUS INSPECTION NOTES 1/27/26 PLEASE READ PREVIOUS INSPECTION NOTES. YOUR RIGHT SIDE CULVERT PIPE MITERED END IS TO LONG. COPC STANDARD IS MINIMUN OF 6" FROM TOP CENTER OF MITER CUT TO MITERED END. 18" IS ACCEPTED STANDARD ON THE LONGEST LENGTH WE WOULD LIKE TO SEE AS STATED IT SHOULD BE EQUAL TO THE END OF THE APRON WING. YOURS IS APPROXIMATELY 36". YOU HAVE FORMBOARDS BROKED IN SEVERAL AREAS. THE LEFT SIDE MITERED END HAS ROOTS, TRASH AND DEBRIS IN THE POUR AREA. SEE PHOTO FOR REFERENCE AND DRAWING 300.E. ______________________________________________________________________________________________________________________________ 1/23/2026 - PREVIOUS INSPECTION NOTES 01-23-26 TPOLACEK*** CULVERT SHOULD BE CENTERED IN DRIVEWAY, CULVERT ENDS SHOULD BE EQUAL TO THE WIDTH OF DRIVEWAY AT ROAD EDGE AS SHOWN IN 300G ATTACHED TO PERMIT PHOTOS. * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E THE BUILDER IS RESPONSIBLE FOR VERTICAL AND HORIZONTAL ALIGNMENT OF CULVERT PIPE WITHIN THE RIGHT-OF-WAY.Sec 300.E * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL DRAWING 300. E "CULVERT TO BE CENTERED ON DRIVEWAY. CULVERT SHALL BE CONCRETE ENCASED TO SPRING LINE AND AT LEAST 12"" ON EACH SIDE SEE SECTION B-B. Sec 300.E"
ROW- PRE-APRON (PRE-POUR)	02/02/2026	CANCELLED BY APPLICANT	FSLADISH
Note: 2/2/26 RECEIVED TEXT FROM FRANKI CM TO PLEASE CANCEL FOR TODAY. 1/29/2026 - PREVIOUS INSPECTION NOTES 1/29/26 SPOKE WITH FRANK CM AND HE REQUESTED WE CANCEL THIS INSPECTION FOR TODAY. ___________________________________________________________________________________________________________________________ 1/27/2026 - PREVIOUS INSPECTION NOTES 1/27/26 PLEASE READ PREVIOUS INSPECTION NOTES. YOUR RIGHT SIDE CULVERT PIPE MITERED END IS TO LONG. COPC STANDARD IS MINIMUN OF 6" FROM TOP CENTER OF MITER CUT TO MITERED END. 18" IS ACCEPTED STANDARD ON THE LONGEST LENGTH WE WOULD LIKE TO SEE AS STATED IT SHOULD BE EQUAL TO THE END OF THE APRON WING. YOURS IS APPROXIMATELY 36". YOU HAVE FORMBOARDS BROKED IN SEVERAL AREAS. THE LEFT SIDE MITERED END HAS ROOTS, TRASH AND DEBRIS IN THE POUR AREA. SEE PHOTO FOR REFERENCE AND DRAWING 300.E. ______________________________________________________________________________________________________________________________ 1/23/2026 - PREVIOUS INSPECTION NOTES 01-23-26 TPOLACEK*** CULVERT SHOULD BE CENTERED IN DRIVEWAY, CULVERT ENDS SHOULD BE EQUAL TO THE WIDTH OF DRIVEWAY AT ROAD EDGE AS SHOWN IN 300G ATTACHED TO PERMIT PHOTOS. * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E THE BUILDER IS RESPONSIBLE FOR VERTICAL AND HORIZONTAL ALIGNMENT OF CULVERT PIPE WITHIN THE RIGHT-OF-WAY.Sec 300.E * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL DRAWING 300. E "CULVERT TO BE CENTERED ON DRIVEWAY. CULVERT SHALL BE CONCRETE ENCASED TO SPRING LINE AND AT LEAST 12"" ON EACH SIDE SEE SECTION B-B. Sec 300.E"
ROW- PRE-APRON (PRE-POUR)	01/29/2026	CANCELLED BY APPLICANT	FSLADISH
Note: 1/29/26 SPOKE WITH FRANK CM AND HE REQUESTED WE CANCEL THIS INSPECTION FOR TODAY. ___________________________________________________________________________________________________________________________ 1/27/2026 - PREVIOUS INSPECTION NOTES 1/27/26 PLEASE READ PREVIOUS INSPECTION NOTES. YOUR RIGHT SIDE CULVERT PIPE MITERED END IS TO LONG. COPC STANDARD IS MINIMUN OF 6" FROM TOP CENTER OF MITER CUT TO MITERED END. 18" IS ACCEPTED STANDARD ON THE LONGEST LENGTH WE WOULD LIKE TO SEE AS STATED IT SHOULD BE EQUAL TO THE END OF THE APRON WING. YOURS IS APPROXIMATELY 36". YOU HAVE FORMBOARDS BROKED IN SEVERAL AREAS. THE LEFT SIDE MITERED END HAS ROOTS, TRASH AND DEBRIS IN THE POUR AREA. SEE PHOTO FOR REFERENCE AND DRAWING 300.E. ______________________________________________________________________________________________________________________________ 1/23/2026 - PREVIOUS INSPECTION NOTES 01-23-26 TPOLACEK*** CULVERT SHOULD BE CENTERED IN DRIVEWAY, CULVERT ENDS SHOULD BE EQUAL TO THE WIDTH OF DRIVEWAY AT ROAD EDGE AS SHOWN IN 300G ATTACHED TO PERMIT PHOTOS. * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E THE BUILDER IS RESPONSIBLE FOR VERTICAL AND HORIZONTAL ALIGNMENT OF CULVERT PIPE WITHIN THE RIGHT-OF-WAY.Sec 300.E * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL DRAWING 300. E "CULVERT TO BE CENTERED ON DRIVEWAY. CULVERT SHALL BE CONCRETE ENCASED TO SPRING LINE AND AT LEAST 12"" ON EACH SIDE SEE SECTION B-B. Sec 300.E"
ROW- PRE-APRON (PRE-POUR)	01/27/2026	Disapproved -FEE REQUIRED	FSLADISH
Note: 1/27/26 PLEASE READ PREVIOUS INSPECTION NOTES. YOUR RIGHT SIDE CULVERT PIPE MITERED END IS TO LONG. COPC STANDARD IS MINIMUN OF 6" FROM TOP CENTER OF MITER CUT TO MITERED END. 18" IS ACCEPTED STANDARD ON THE LONGEST LENGTH WE WOULD LIKE TO SEE AS STATED IT SHOULD BE EQUAL TO THE END OF THE APRON WING. YOURS IS APPROXIMATELY 36". YOU HAVE FORMBOARDS BROKED IN SEVERAL AREAS. THE LEFT SIDE MITERED END HAS ROOTS, TRASH AND DEBRIS IN THE POUR AREA. SEE PHOTO FOR REFERENCE AND DRAWING 300.E. ______________________________________________________________________________________________________________________________ 1/23/2026 - PREVIOUS INSPECTION NOTES 01-23-26 TPOLACEK*** CULVERT SHOULD BE CENTERED IN DRIVEWAY, CULVERT ENDS SHOULD BE EQUAL TO THE WIDTH OF DRIVEWAY AT ROAD EDGE AS SHOWN IN 300G ATTACHED TO PERMIT PHOTOS. * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E THE BUILDER IS RESPONSIBLE FOR VERTICAL AND HORIZONTAL ALIGNMENT OF CULVERT PIPE WITHIN THE RIGHT-OF-WAY.Sec 300.E * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL DRAWING 300. E "CULVERT TO BE CENTERED ON DRIVEWAY. CULVERT SHALL BE CONCRETE ENCASED TO SPRING LINE AND AT LEAST 12"" ON EACH SIDE SEE SECTION B-B. Sec 300.E"
ELECTRIC - EARLY POWER	01/27/2026	APPROVED	CVANSTRAHLEN
ROW- PRE-APRON (PRE-POUR)	01/23/2026	Disapproved -FEE REQUIRED	TPOLACEK
Note: 01-23-26 TPOLACEK*** CULVERT SHOULD BE CENTERED IN DRIVEWAY, CULVERT ENDS SHOULD BE EQUAL TO THE WIDTH OF DRIVEWAY AT ROAD EDGE AS SHOWN IN 300G ATTACHED TO PERMIT PHOTOS. * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E THE BUILDER IS RESPONSIBLE FOR VERTICAL AND HORIZONTAL ALIGNMENT OF CULVERT PIPE WITHIN THE RIGHT-OF-WAY.Sec 300.E * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL DRAWING 300. E "CULVERT TO BE CENTERED ON DRIVEWAY. CULVERT SHALL BE CONCRETE ENCASED TO SPRING LINE AND AT LEAST 12"" ON EACH SIDE SEE SECTION B-B. Sec 300.E"
INSULATION	12/22/2025	APPROVED	CVANSTRAHLEN
Note: Inspector Notes from Inspection 2420 *** NOTES ADDED BY RSIMS 12/15/2025 1:43:21 PM *** 12/15/25: Check at insulation. 1). Wires are not phased out in the main breaker panel. NEC 200.6(B) 2). Dryer exhaust needs to be sealed at all fitting joints and connections. FBCR M1601.4.1 3). Front entry door is missing Florida Product Approval sticker. (sticker on door does not include FPA number as required). FBC [A]107.4 12/11/2025 - PREVIOUS INSPECTION NOTES Please fix items before next inspection #1-). All bathroom exhaust fans require two points of connection and Master bathroom exhausts need to be sealed properly at roof deck. Also, Master bathroom exhaust are not sealed/connected onto fan sleeve (correctly) as required. FBC-M1502.4.2 / FBC-M1601.4.1.). #2-Missing E-cals for inspection #3-Missing FL Approval for windows and doors Inspection not completed Inspector Notes from Inspection 2460 Missing engineering on truss T24 ( mark with green market )
INSULATION	12/19/2025	Disapproved - NO FEE	MCONTRYMAN
Note: 12/19/25 1. Window in front left bedroom needs foam seal FBC 402.5.1.1 2. Chase above laundry needs to be fire foamed around perimiter as well as the hole where the dryer vent goes through FBCR 302.11 Inspector Notes from Inspection 2420 *** NOTES ADDED BY RSIMS 12/15/2025 1:43:21 PM *** 12/15/25: Check at insulation. 1). Wires are not phased out in the main breaker panel. NEC 200.6(B) 2). Dryer exhaust needs to be sealed at all fitting joints and connections. FBCR M1601.4.1 3). Front entry door is missing Florida Product Approval sticker. (sticker on door does not include FPA number as required). FBC [A]107.4 12/11/2025 - PREVIOUS INSPECTION NOTES Please fix items before next inspection #1-). All bathroom exhaust fans require two points of connection and Master bathroom exhausts need to be sealed properly at roof deck. Also, Master bathroom exhaust are not sealed/connected onto fan sleeve (correctly) as required. FBC-M1502.4.2 / FBC-M1601.4.1.). #2-Missing E-cals for inspection #3-Missing FL Approval for windows and doors Inspection not completed Inspector Notes from Inspection 2460 Missing engineering on truss T24 ( mark with green market )
ALL ROUGH	12/15/2025	APPROVED - AS NOTED	RSIMS
Note: *** NOTES ADDED BY RSIMS 12/15/2025 1:43:21 PM *** 12/15/25: Check at insulation. 1). Wires are not phased out in the main breaker panel. NEC 200.6(B) 2). Dryer exhaust needs to be sealed at all fitting joints and connections. FBCR M1601.4.1 3). Front entry door is missing Florida Product Approval sticker. (sticker on door does not include FPA number as required). FBC [A]107.4 12/11/2025 - PREVIOUS INSPECTION NOTES Please fix items before next inspection #1-). All bathroom exhaust fans require two points of connection and Master bathroom exhausts need to be sealed properly at roof deck. Also, Master bathroom exhaust are not sealed/connected onto fan sleeve (correctly) as required. FBC-M1502.4.2 / FBC-M1601.4.1.). #2-Missing E-cals for inspection #3-Missing FL Approval for windows and doors Inspection not completed Inspector Notes from Inspection 2460 Missing engineering on truss T24 ( mark with green market )
LATH/BRICK/ WATER BARRIER	12/12/2025	APPROVED	MCONTRYMAN
ALL ROUGH	12/11/2025	Disapproved -FEE REQUIRED	CVANSTRAHLEN
Note: Please fix items before next inspection #1-). All bathroom exhaust fans require two points of connection and Master bathroom exhausts need to be sealed properly at roof deck. Also, Master bathroom exhaust are not sealed/connected onto fan sleeve (correctly) as required. FBC-M1502.4.2 / FBC-M1601.4.1.). #2-Missing E-cals for inspection #3-Missing FL Approval for windows and doors Inspection not completed Inspector Notes from Inspection 2460 Missing engineering on truss T24 ( mark with green market )
ELECTRIC-TUG	12/10/2025	APPROVED	CVANSTRAHLEN
ROOF SHEATHING / BRACES/TIES/DOWN CELL	12/08/2025	APPROVED - AS NOTED	CVANSTRAHLEN
Note: Missing engineering on truss T24 ( mark with green market )
ROOF VALLEY & METAL	12/05/2025	APPROVED	JSTEWART
ROOF SHEATHING	12/02/2025	APPROVED	CVANSTRAHLEN
WALL SHEATHING	12/02/2025	APPROVED	CVANSTRAHLEN
TIE BEAM / LINTEL	11/19/2025	APPROVED	CVANSTRAHLEN
Note:
TIE BEAM / LINTEL	11/17/2025	Disapproved -FEE REQUIRED	CVANSTRAHLEN
Note: *** NOTES ADDED BY CVANSTRAHLEN 11/17/2025 9:18:59 AM *** FBC 3302.2-NEEDS DUMPSTER ( please clean up trash and wasted ) PLease fix item before next inspection #1FBC [A]107.4- Replace window silt ( damage , crack , cut in half ) window silt need to be full side install ( window silt on left by front door
MONOLITHIC SLAB	11/07/2025	APPROVED	CVANSTRAHLEN
Note: 11/5/2025 - PREVIOUS INSPECTION NOTES
MONOLITHIC SLAB	11/05/2025	CANCELLED BY APPLICANT	KSANDOE
FORMBOARD SURVEY (OFFICE USE ONLY)	11/04/2025	APPROVED	RRICKS
PLUMBING 1ST ROUGH UNDERGROUND	11/03/2025	APPROVED	MGIBSON
Note: Inspector Notes from Inspection 2095 Inspector Notes from Inspection 2075 THIS WAS A VIRTUAL INSPECTION Inspector Notes from Inspection 2075 THIS WAS A VIRTUAL INSPECTION THIS WAS A VIRTUAL INSPECTION
GEOTECHNICAL REPORT APPROVAL (OFFICE USE)	10/30/2025	APPROVED	JMUNSON
GRAVITY SEWER TEST	10/28/2025	APPROVED - AS NOTED	MGIBSON
Note: THIS WAS A VIRTUAL INSPECTION
SEWER TIE IN	10/28/2025	APPROVED - AS NOTED	MGIBSON
Note: Inspector Notes from Inspection 2075 THIS WAS A VIRTUAL INSPECTION Inspector Notes from Inspection 2075 THIS WAS A VIRTUAL INSPECTION THIS WAS A VIRTUAL INSPECTION
WATER METER INSTALLATION REQUEST	10/09/2025	APPROVED	CBOWERMASTER

Review History

Department	Status	Date In	Date Out
ZON	COMPLETE	11/04/2025	11/04/2025
Note: Released By: MICHELLE RAMOS - (386)986-3780 - MRAMOS@PALMCOASTGOV.COM
SW1	COMPLETE	11/04/2025	11/04/2025
Note: Released By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM
BLD	COMPLETE	10/29/2025	10/30/2025
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
MECH	COMPLETE	10/21/2025	10/22/2025
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
MECH	HOLD	10/08/2025	10/09/2025
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Design location on the energy calcs and heatload need to be Daytona Beach
SWALE	COMPLETE	03/28/2025	04/16/2025
Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM
BADMIN	COMPLETE	03/27/2025	03/31/2025
Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM
BLD	COMPLETE	03/27/2025	03/31/2025
Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM
CUSVC	COMPLETE	03/27/2025	03/27/2025
Note: Released By: REBECCA SANDERS - - RSANDERS@PALMCOASTGOV.COM
ELEC	COMPLETE	03/27/2025	03/31/2025
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	COMPLETE	03/27/2025	03/28/2025
Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM
GAS	CANCEL	03/27/2025	03/31/2025
LOCATE	COMPLETE	03/27/2025	03/28/2025
Note: Released By: TONI CHURCHILL - - TCHURCHILL@PALMCOASTGOV.COM
MECH	COMPLETE	03/27/2025	03/31/2025
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
SW1	COMPLETE	03/27/2025	03/28/2025
Note: Released By: RODNEY RICKS - - RRICKS@PALMCOASTGOV.COM
ZON	COMPLETE	03/27/2025	03/27/2025
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM

Fees & Payments

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

Description	Amount Due	Date Paid
PLAN REVIEW - REVISION	¤32.50	03/13/2026
REINSPECTION RESIDENTIAL	¤40.00	03/13/2026
REINSPECTION RESIDENTIAL	¤40.00	03/13/2026
REINSPECTION RESIDENTIAL	¤40.00	03/13/2026
CONTRACTOR CHANGE	¤20.00	03/13/2026
RSI REINSPECTION 1	¤35.00	03/13/2026
RSI REINSPECTION 1	¤35.00	03/13/2026
RSI REINSPECTION 1	¤35.00	03/13/2026
SURCHARGE FS 533.721	¤11.52	09/25/2025
SURCHARGE - FS 468.631	¤17.28	09/25/2025
SW ENG - FOUNDATION SURVEY	¤20.00	09/25/2025
SW ENG INSPECTION 80	¤80.00	09/25/2025
SW ENG PRE APRON	¤30.00	09/25/2025
SW ENG - REVIEW 20	¤20.00	09/25/2025
SW ENG RES REVIEW 200	¤200.00	09/25/2025
SEWER INSPECTION	¤25.00	09/25/2025
SEWER CAPITAL FACILITY	¤6,120.52	09/25/2025
WATER CAPITAL FACILITY FEE	¤4,351.14	09/25/2025
SITE PLAN 30	¤30.00	09/25/2025
FC IMPACT FEE EMS	¤62.00	09/25/2025
IMPACT FEE FIRE	¤434.51	09/25/2025
FC IMPACT FEE LAW ENFORCEMENT	¤218.00	09/25/2025
FC IMPACT FEE LIBRARY	¤268.00	09/25/2025
IMPACT FEE PARKS	¤1,828.01	09/25/2025
IMPACT FEE SCHOOL	¤5,450.00	09/25/2025
IMPACT FEE TRANSPORTATION	¤1,916.00	09/25/2025
WATER -IRRIGATION INSPECTION	¤25.00	09/25/2025
CONNECTION FEES	¤1,187.26	09/25/2025
WATER- TURN ON	¤25.00	09/25/2025
ADJUSTMENT 10%	(¤127.96)	09/25/2025
ADMINISTRATIVE RESIDENTIAL	¤30.00	09/25/2025
INSPECTION - RESIDENTIAL	¤973.50	09/25/2025
PLAN REVIEW - RESIDENTIAL	¤276.12	09/25/2025
Fees	Total Due: ¤0.00	Total Paid: ¤23,748.40