Status: COED

Parcel Id: 07-11-31-7034-01290-0110

CONDITIONED SPACE: 1915 sqft

GARAGE: 585 sqft

OPENED PORCH (WITH ROOF) : 306 sqft

OPENED PORCH (WITH ROOF) : 45 sqft

Total Square Footage: 2851 sqft

Block: 01290

Subdivision: 2165 - SECTION 34-EASTHAMPTON

Job Phone: 386-447-7007

Location Address: 67 EDWARD DR

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 02/11/2022

NOC: RECORDED

Applicant name: MAXIM TARANNIK

Owner: DENONCOURT, HENRY & IRENE

Address 606 HOLLOWS CIRCLE DEERFIELD BEACH, FL 33442

Lot: 0110

Contracted Stated Job Value: ¤314,400.00

Job Description: Single Family Home

Type: CN

Contractor

GOLDEN MAGNOLIA, INC

Status	Location Address	State License Number	Phone
INACTIVE	1 ROCKEFELLER DRIVE PALM COAST, FL 32164	RR282811984 (Exp: 08/31/2025)	386-447-7007

Sub Contractors

VICTOR ANTONIO SANCHEZ AREVALO

Status	Location Address	State License Number	Phone
INACTIVE	9076 EMMA JEAN CT JACKSONVILLE, FL 32211	RC29027842 (Exp: 08/31/2025)	904-982-1504

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

FERNANDO MEZA SR

Status	Location Address	State License Number	Phone
ACTIVE	457 CHELSEA PLACE AVE ORMOND BEACH, FL 32174	EC13003906 (Exp: 08/31/2026)	386-241-5211

BRIAN WOOD

Status	Location Address	State License Number	Phone
ACTIVE	2439 HYATT CREEK LANE , 0	CAC1821021 (Exp: 08/31/2026)	386-282-1224

Inspection History

Type	Request Date	Result	Inspector
BLD - BUILDING FINAL	10/21/2024	FINAL APPROVED	MKRASKI
BLD - BUILDING FINAL	10/08/2024	Disapproved - NO FEE	CVANSTRAHLEN
Note: 10/08/24 Disapproved ( C Van-Strahlen ) #1 AC Unit and Heating Unit do not match documents , Brand and model number need corrct E-Calls
ROW - FINAL APRON (AFTER POUR)	09/25/2024	APPROVED	FSLADISH
Note: 9/25/24 PIPE ELEVATION IS GOOD, CUTS ARE MADE, CULVERT CLEAR, HOT PATCH COMPLETE. 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.
ROW - STORMWATER FINAL	09/25/2024	APPROVED	FSLADISH
Note: 9/25/24 AT THE TIME OF THIS 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.
U -UTILITY RESIDENTIAL FINAL	09/24/2024	FINAL APPROVED	BWRIGHT
Note: Inspector Notes from Inspection 9035 *** NOTES ADDED BY LFITZGERALD 9/20/2024 11:04:05 AM *** builder went with Saint Aug sod and therefore had to install irrigation *** NOTES ADDED BY LFITZGERALD 9/20/2024 11:03:17 AM *** has potable irrigation with PVB-no cross connection
U -UTILITY RESIDENTIAL FINAL	09/20/2024	Disapproved -FEE REQUIRED	LFITZGERALD
Note: *** NOTES ADDED BY LFITZGERALD 9/20/2024 11:00:46 AM *** gutter down spout right up against pep panel-can not access Inspector Notes from Inspection 9035 No IRR
ROW - STORMWATER FINAL	09/20/2024	CANCELLED BY APPLICANT	WEB
ROW - FINAL APRON (AFTER POUR)	09/20/2024	CANCELLED BY APPLICANT	WEB
U-CROSS CONNECTION	09/20/2024	APPROVED - AS NOTED	LFITZGERALD
Note: *** NOTES ADDED BY LFITZGERALD 9/20/2024 11:04:05 AM *** builder went with Saint Aug sod and therefore had to install irrigation *** NOTES ADDED BY LFITZGERALD 9/20/2024 11:03:17 AM *** has potable irrigation with PVB-no cross connection
ROW- FINAL SURVEY/GRADING CERTIFICATION	09/19/2024	APPROVED	FSLADISH
Note: 9/19/24 Elevation corrections made at the time of this final survey inspection. Culvert pipe flat but in tolerance to swale plan diagram. ______________________________________________________________________________________________________________________ 9/10/2024 - PREVIOUS INSPECTION NOTES 9/10/24 Drainage from the structure Sec 300, Drawing 300.D, Sec 300, Drawing 300.D, Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’ Roadside swale. Sec.300.01 C1 Sec.300.01 C1 The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus0.10 feet and must demonstrate a positive fall in the direction described in the swale plan. Sec.300.01 C1 3 Roadside swale. Sec.300.01 C2 Sec.300.01 C2 The tolerance on individual shots along the as-built flow line of the swale (depressions orhigh spots) is plus or minus 0.10 feet.Sec.300.01 C2
ROW FIELD SURVEY /GRADING CERTIFICATION	09/19/2024	APPROVED	FSLADISH
Note: 9/19/24 UPON WALKING PROPERTY DETERMINED DRAINAGE REFLECTS SURVEY.
ROW- PROJECT STATUS	09/16/2024	APPROVED	PFLANAGAN
Note: Met with grade guy and told them that the survey needs to reflect was is in the field.
ROW- FINAL SURVEY/GRADING CERTIFICATION	09/10/2024	Disapproved -FEE REQUIRED	FSLADISH
Note: 9/10/24 Drainage from the structure Sec 300, Drawing 300.D, Sec 300, Drawing 300.D, Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’ Roadside swale. Sec.300.01 C1 Sec.300.01 C1 The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus0.10 feet and must demonstrate a positive fall in the direction described in the swale plan. Sec.300.01 C1 3 Roadside swale. Sec.300.01 C2 Sec.300.01 C2 The tolerance on individual shots along the as-built flow line of the swale (depressions orhigh spots) is plus or minus 0.10 feet.Sec.300.01 C2
FINAL SURVEY (OFFICE USE ONLY)	08/29/2024	Disapproved -FEE REQUIRED	PFLANAGAN
Note: THE LEFT INVERT ON THE CULVERT PIPE IS STILL OUT OF TOLERANCE WITH THE SWALE PLAN DETAIL ON THE FINAL SURVEY. I DID GO OUT AND SHOT THE ELEVATIONS ON THE CULVERT MY SELF AND THEY ARE IN TOLERANCE. IT'S THE SURVEYORS JOB TO COLLECT ALL ELEVSTIONS ACCURATELY TO ENSURE THAT THE FINAL SURVEY MEETS CITY CODE. ----------------------------------------------------------------------------------- 8/19/2024 - PREVIOUS INSPECTION NOTES 1) THE FINAL SURVEY STATES THAT LEFT INVERT ON THE CULVERT PIPE IS OUT OF TOLERANCE FROM THE SWALE PLAN DETAIL THAT WAS PROVIDED. 2) THE FINAL SURVEY STATES THAT YOU DONT HAVE POSITIVE FALL TO THE FRONT ROADSIDE SWALE ON BOTH DRAINAGE PATTERNS ON THE SIDES. 3) YOU STILL DONT HAVE 10' OFF SETS IN THE LOTS BEHIND THIS LOT THESE ELEVATION TELL IS IF THE WATER WILL IMPACT THE ADJACENT LOTS. 4) THE RIGHT OF WAY LINE OR THE FRONT PROPERTY LINE IS LOWER THAN THE EDGE OF PAVEMENT. 5) THE FRONT, RIGHT AND THE BACK ELEVATIONS ARE TO FAR FROM THE HOUSE NEED TO HAVE A MINIMUM OF 4 ELEVATIONS AGAINST THE STRUCTURE AT EACH CORNER SO WE CAN TELL IF THE SOD ELEVATION IS THE 4" BELOW THE FFE. ---------------------------------------------------------------------- 8/6/2024 - PREVIOUS INSPECTION NOTES 1) ON THE ADJACENT LOT TO THE RIGHT LOT 12 NEED TO HAVE 10' OFF THE PROPOERTY LINE ELEVATIONS SO WE CAN DETERMINE IF THE WATER WILL FLOW ON THE ADJACENT LOT. Sec 300.01 D2 The elevations on all adjacent identified (e.g. vacant or improved etc.) properties at a minimum of 20 foot intervals on a 10 foot offset outside the property lines. 2) THERE IS NO CENTERLINE ELEVATIONS ON THE FINAL SURVEY 3) THERE IS NO INVERT ELEVATIONS FOR THE CULVERT PIPE FOR THE DRIVEWAY 4) THE DRAINAGE IN THE BACK THE TOP OF BANK IS TO FAR FROM THE BACK PROPOERTY LINE 5) THE BACK RIGHT CORNER WATER CAN NOT MAKE IT TO THE FRONT ROAD SIDE SWALE. Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet.
FINAL SURVEY (OFFICE USE ONLY)	08/15/2024	Disapproved -FEE REQUIRED	PFLANAGAN
Note: 1) THE FINAL SURVEY STATES THAT LEFT INVERT ON THE CULVERT PIPE IS OUT OF TOLERANCE FROM THE SWALE PLAN DETAIL THAT WAS PROVIDED. 2) THE FINAL SURVEY STATES THAT YOU DONT HAVE POSITIVE FALL TO THE FRONT ROADSIDE SWALE ON BOTH DRAINAGE PATTERNS ON THE SIDES. 3) YOU STILL DONT HAVE 10' OFF SETS IN THE LOTS BEHIND THIS LOT THESE ELEVATION TELL IS IF THE WATER WILL IMPACT THE ADJACENT LOTS. 4) THE RIGHT OF WAY LINE OR THE FRONT PROPERTY LINE IS LOWER THAN THE EDGE OF PAVEMENT. 5) THE FRONT, RIGHT AND THE BACK ELEVATIONS ARE TO FAR FROM THE HOUSE NEED TO HAVE A MINIMUM OF 4 ELEVATIONS AGAINST THE STRUCTURE AT EACH CORNER SO WE CAN TELL IF THE SOD ELEVATION IS THE 4" BELOW THE FFE. ---------------------------------------------------------------------- 8/6/2024 - PREVIOUS INSPECTION NOTES 1) ON THE ADJACENT LOT TO THE RIGHT LOT 12 NEED TO HAVE 10' OFF THE PROPOERTY LINE ELEVATIONS SO WE CAN DETERMINE IF THE WATER WILL FLOW ON THE ADJACENT LOT. Sec 300.01 D2 The elevations on all adjacent identified (e.g. vacant or improved etc.) properties at a minimum of 20 foot intervals on a 10 foot offset outside the property lines. 2) THERE IS NO CENTERLINE ELEVATIONS ON THE FINAL SURVEY 3) THERE IS NO INVERT ELEVATIONS FOR THE CULVERT PIPE FOR THE DRIVEWAY 4) THE DRAINAGE IN THE BACK THE TOP OF BANK IS TO FAR FROM THE BACK PROPOERTY LINE 5) THE BACK RIGHT CORNER WATER CAN NOT MAKE IT TO THE FRONT ROAD SIDE SWALE. Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet.
ROW- PROJECT STATUS	08/08/2024	APPROVED	PFLANAGAN
Note: MET WITH GRADER ABOUT FINAL SURVEY RESULTS
FINAL SURVEY (OFFICE USE ONLY)	08/06/2024	Disapproved - NO FEE	PFLANAGAN
Note: 1) ON THE ADJACENT LOT TO THE RIGHT LOT 12 NEED TO HAVE 10' OFF THE PROPOERTY LINE ELEVATIONS SO WE CAN DETERMINE IF THE WATER WILL FLOW ON THE ADJACENT LOT. Sec 300.01 D2 The elevations on all adjacent identified (e.g. vacant or improved etc.) properties at a minimum of 20 foot intervals on a 10 foot offset outside the property lines. 2) THERE IS NO CENTERLINE ELEVATIONS ON THE FINAL SURVEY 3) THERE IS NO INVERT ELEVATIONS FOR THE CULVERT PIPE FOR THE DRIVEWAY 4) THE DRAINAGE IN THE BACK THE TOP OF BANK IS TO FAR FROM THE BACK PROPOERTY LINE 5) THE BACK RIGHT CORNER WATER CAN NOT MAKE IT TO THE FRONT ROAD SIDE SWALE. Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet.
ROW- PRE-APRON (PRE-POUR)	07/08/2024	APPROVED	PFLANAGAN
Note: CORRECTIONS MADE IT'S YOUR RESPONSIBILITY TO CHECK THE CULVERT ELEVATIONS BEFORE POURING CONCRETE. ALL CONCRETE NEEDS TO BE A MINIMUM OF 3000PSI WITH FIBER OR WITH METAL MESH IN THE CONCRETE TO MEET ALL CITY'S STANDARDS. At the time of the inspection all minimum city requirements were met. It is the builders and the homowners responsibility to ensure that nothing changes after this Inspection is approved. It will not be on the city if any changes after this inspection. ----------------------------------------------------------------------------------------- 7/3/2024 - PREVIOUS INSPECTION NOTES THERE WAS SOMEONE OUT AT THIS JOB SITE TRYING TO FIX THE ISSUES. HE KNOWS WHAT NEEDS TO BE FIXED. IT IS THE BUILDERS RESPONSIBILITY TO MAKE SURE THAT THIS IS READY FOR INSPECTION BEFORE CALLING THE INSPECTION IN. ------------------------------------------------------------------------------------------ 7/2/2024 - PREVIOUS INSPECTION NOTES 1) THE MITER END FLAIRS ARE NOT FORMED CORRECTLY PLEASE SEE DRAWING #300.E IN TECH. MANUAL. 2) THERE ARE AREAS IN THE POURING ARE THAT YOU DO NOT HAVE THE RIGHT AMOUNT OF CONCRETE. Sec.900.04A Driveway thickness on the right-of-way shall be either six inches (6") on firmly compacted subgrade of clean granular material or five inches (5"). Sec 400.02 Sidewalks and driveways constructed above the right of way within the City of Palm Coast shall be a minimum of 4" thick concrete. 3) BOTH MITER END FOOTERS NEED TO BE A MINIMUM OF 6"X6" ALSO SEE DRAWING #300.E 4) THERE IS TO MUCH OF ASPHALT IN THE APRON NEED REMOVE ALL ASPHALT.
ROW- PRE-APRON (PRE-POUR)	07/03/2024	Disapproved -FEE REQUIRED	PFLANAGAN
Note: THERE WAS SOMEONE OUT AT THIS JOB SITE TRYING TO FIX THE ISSUES. HE KNOWS WHAT NEEDS TO BE FIXED. IT IS THE BUILDERS RESPONSIBILITY TO MAKE SURE THAT THIS IS READY FOR INSPECTION BEFORE CALLING THE INSPECTION IN. ------------------------------------------------------------------------------------------ 7/2/2024 - PREVIOUS INSPECTION NOTES 1) THE MITER END FLAIRS ARE NOT FORMED CORRECTLY PLEASE SEE DRAWING #300.E IN TECH. MANUAL. 2) THERE ARE AREAS IN THE POURING ARE THAT YOU DO NOT HAVE THE RIGHT AMOUNT OF CONCRETE. Sec.900.04A Driveway thickness on the right-of-way shall be either six inches (6") on firmly compacted subgrade of clean granular material or five inches (5"). Sec 400.02 Sidewalks and driveways constructed above the right of way within the City of Palm Coast shall be a minimum of 4" thick concrete. 3) BOTH MITER END FOOTERS NEED TO BE A MINIMUM OF 6"X6" ALSO SEE DRAWING #300.E 4) THERE IS TO MUCH OF ASPHALT IN THE APRON NEED REMOVE ALL ASPHALT.
ROW- PRE-APRON (PRE-POUR)	07/02/2024	Disapproved -FEE REQUIRED	PFLANAGAN
Note: 1) THE MITER END FLAIRS ARE NOT FORMED CORRECTLY PLEASE SEE DRAWING #300.E IN TECH. MANUAL. 2) THERE ARE AREAS IN THE POURING ARE THAT YOU DO NOT HAVE THE RIGHT AMOUNT OF CONCRETE. Sec.900.04A Driveway thickness on the right-of-way shall be either six inches (6") on firmly compacted subgrade of clean granular material or five inches (5"). Sec 400.02 Sidewalks and driveways constructed above the right of way within the City of Palm Coast shall be a minimum of 4" thick concrete. 3) BOTH MITER END FOOTERS NEED TO BE A MINIMUM OF 6"X6" ALSO SEE DRAWING #300.E 4) THERE IS TO MUCH OF ASPHALT IN THE APRON NEED REMOVE ALL ASPHALT.
WINDOW NAILING	06/28/2024	APPROVED	RSIMS
Note: 6/27/2024 - PREVIOUS INSPECTION NOTES New inspection due to canceled inspection 6/24/2024 - PREVIOUS INSPECTION NOTES 6/24/24: Please repair your silt fence barrier immediately & you will need to keep it maintained in original condition per FBC 3307.1 to avoid disapproved inspections with fee going forward. This must be complete prior to scheduling the next inspection. (FBC-3307.1Protection required. Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work.) ___ 6-13-2024 Garage entry door not installed. A window/door nailing will be added to confirm jambs are insulated and door installed correctly. 06-27-2024 Above issue has not been resolved. A window/door nailing will be added to confirm jambs are insulated.
WINDOW NAILING	06/27/2024	Disapproved - NO FEE	AGAETANO
Note: New inspection due to canceled inspection 6/24/2024 - PREVIOUS INSPECTION NOTES 6/24/24: Please repair your silt fence barrier immediately & you will need to keep it maintained in original condition per FBC 3307.1 to avoid disapproved inspections with fee going forward. This must be complete prior to scheduling the next inspection. (FBC-3307.1Protection required. Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work.) ___ 6-13-2024 Garage entry door not installed. A window/door nailing will be added to confirm jambs are insulated and door installed correctly. 06-27-2024 Above issue has not been resolved. A window/door nailing will be added to confirm jambs are insulated.
WINDOW NAILING	06/26/2024	CANCELLED BY APPLICANT	WEB
Note: 6/24/2024 - PREVIOUS INSPECTION NOTES 6/24/24: Please repair your silt fence barrier immediately & you will need to keep it maintained in original condition per FBC 3307.1 to avoid disapproved inspections with fee going forward. This must be complete prior to scheduling the next inspection. (FBC-3307.1Protection required. Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work.) ___ 6-13-2024 Garage entry door not installed. A window/door nailing will be added to confirm jambs are insulated and door installed correctly.
WINDOW NAILING	06/24/2024	Disapproved - NO FEE	RSIMS
Note: 6/24/24: Please repair your silt fence barrier immediately & you will need to keep it maintained in original condition per FBC 3307.1 to avoid disapproved inspections with fee going forward. This must be complete prior to scheduling the next inspection. (FBC-3307.1Protection required. Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work.) ___ 6-13-2024 Garage entry door not installed. A window/door nailing will be added to confirm jambs are insulated and door installed correctly.
GRAVITY SEWER TEST	06/20/2024	APPROVED	MGIBSON
U-CROSS CONNECTION	06/20/2024	APPROVED - AS NOTED	BWRIGHT
Note: No IRR
U - SEWER TIE IN	06/20/2024	APPROVED	MGIBSON
ELECTRIC - EARLY POWER	06/13/2024	APPROVED - AS NOTED	AGAETANO
Note: 06-13-2024 Garage entry door not installed. A window/door nailing will be added to confirm jambs are insulated and door installed correctly.
PEP TANK INSTALLATION REQUEST	05/09/2024	APPROVED	CBOWERMASTER
Note: 4/23/2024 7:23:33 AM- PREVIOUS INSPECTION NOTES exterior/stucco
INSULATION	04/29/2024	APPROVED	RSIMS
Note: New inspection due to canceled inspection 4/22/2024 - PREVIOUS INSPECTION NOTES 4/22/24: Previously listed item 4 remians unresolved. Inspector Notes from Inspection 2420 4/9/24: Approved as noted to keep project moving. ALL corrections will need to be completed prior to scheduling next inspection. 1). Dryer exhaust needs to be supported with a metal strap at joint. / Needs to be sealed at all joints of the adjustable elbow / needs a nail plate on the garage side. 2). Kitchen Island: slab needs to be completely repaired level with floor with cement. 3). Back left bedroom window has the incorrect anchor at the bottom left jamb. Needs to be tapcon. 4). Kitchen exhaust duct needs to be sealed at all joints of the adjustable elbow. Also needs 3 screws at each connection. Kitchen Exhaust - M1601.4.1 - Crimp joints for round metallic ducts shall have a contact lap of not less than 1 inch (25 mm) and shall be mechanically fastened by means of not less than three sheet-metal screws or rivets equally spaced around the joint. 5). Portable toilet needs to be serviced. (has not had service since 12/20. 311.1 General. Toilet facilities shall be provided for construction workers and such facilities shall be maintained in a sanitary condition. Construction worker toilet facilities of the nonsewer type shall conform to ANSI Z4.3. 4/5/2024 - PREVIOUS INSPECTION NOTES 4/5/24: Inspexction stopped. Not Ready! * silt fence needs to be completed at rear and right side of the property. * No 5ft head pressure. * Please provide a legible appropriately sized duct layout for inspection. * Please clean up overgrowth around the property (back mostly). 8/21/23: Still need revision for interior load bearing wall as identified on Inspection 2460. Revision must be approved prior to this inspection. Check details at this inspection. 4/22/24: Previously listed item 4 remians unresolved. Inspector Notes from Inspection 2420 4/9/24: Approved as noted to keep project moving. ALL corrections will need to be completed prior to scheduling next inspection. 1). Dryer exhaust needs to be supported with a metal strap at joint. / Needs to be sealed at all joints of the adjustable elbow / needs a nail plate on the garage side. 2). Kitchen Island: slab needs to be completely repaired level with floor with cement. 3). Back left bedroom window has the incorrect anchor at the bottom left jamb. Needs to be tapcon. 4). Kitchen exhaust duct needs to be sealed at all joints of the adjustable elbow. Also needs 3 screws at each connection. Kitchen Exhaust - M1601.4.1 - Crimp joints for round metallic ducts shall have a contact lap of not less than 1 inch (25 mm) and shall be mechanically fastened by means of not less than three sheet-metal screws or rivets equally spaced around the joint. 5). Portable toilet needs to be serviced. (has not had service since 12/20. 311.1 General. Toilet facilities shall be provided for construction workers and such facilities shall be maintained in a sanitary condition. Construction worker toilet facilities of the nonsewer type shall conform to ANSI Z4.3. 4/5/2024 - PREVIOUS INSPECTION NOTES 4/5/24: Inspexction stopped. Not Ready! * silt fence needs to be completed at rear and right side of the property. * No 5ft head pressure. * Please provide a legible appropriately sized duct layout for inspection. * Please clean up overgrowth around the property (back mostly). 8/21/23: Still need revision for interior load bearing wall as identified on Inspection 2460. Revision must be approved prior to this inspection. Check details at this inspection.
INSULATION	04/26/2024	CANCELLED BY APPLICANT	WEB
Note: 4/22/2024 - PREVIOUS INSPECTION NOTES 4/22/24: Previously listed item 4 remians unresolved. Inspector Notes from Inspection 2420 4/9/24: Approved as noted to keep project moving. ALL corrections will need to be completed prior to scheduling next inspection. 1). Dryer exhaust needs to be supported with a metal strap at joint. / Needs to be sealed at all joints of the adjustable elbow / needs a nail plate on the garage side. 2). Kitchen Island: slab needs to be completely repaired level with floor with cement. 3). Back left bedroom window has the incorrect anchor at the bottom left jamb. Needs to be tapcon. 4). Kitchen exhaust duct needs to be sealed at all joints of the adjustable elbow. Also needs 3 screws at each connection. Kitchen Exhaust - M1601.4.1 - Crimp joints for round metallic ducts shall have a contact lap of not less than 1 inch (25 mm) and shall be mechanically fastened by means of not less than three sheet-metal screws or rivets equally spaced around the joint. 5). Portable toilet needs to be serviced. (has not had service since 12/20. 311.1 General. Toilet facilities shall be provided for construction workers and such facilities shall be maintained in a sanitary condition. Construction worker toilet facilities of the nonsewer type shall conform to ANSI Z4.3. 4/5/2024 - PREVIOUS INSPECTION NOTES 4/5/24: Inspexction stopped. Not Ready! * silt fence needs to be completed at rear and right side of the property. * No 5ft head pressure. * Please provide a legible appropriately sized duct layout for inspection. * Please clean up overgrowth around the property (back mostly). 8/21/23: Still need revision for interior load bearing wall as identified on Inspection 2460. Revision must be approved prior to this inspection. Check details at this inspection. 4/22/24: Previously listed item 4 remians unresolved. Inspector Notes from Inspection 2420 4/9/24: Approved as noted to keep project moving. ALL corrections will need to be completed prior to scheduling next inspection. 1). Dryer exhaust needs to be supported with a metal strap at joint. / Needs to be sealed at all joints of the adjustable elbow / needs a nail plate on the garage side. 2). Kitchen Island: slab needs to be completely repaired level with floor with cement. 3). Back left bedroom window has the incorrect anchor at the bottom left jamb. Needs to be tapcon. 4). Kitchen exhaust duct needs to be sealed at all joints of the adjustable elbow. Also needs 3 screws at each connection. Kitchen Exhaust - M1601.4.1 - Crimp joints for round metallic ducts shall have a contact lap of not less than 1 inch (25 mm) and shall be mechanically fastened by means of not less than three sheet-metal screws or rivets equally spaced around the joint. 5). Portable toilet needs to be serviced. (has not had service since 12/20. 311.1 General. Toilet facilities shall be provided for construction workers and such facilities shall be maintained in a sanitary condition. Construction worker toilet facilities of the nonsewer type shall conform to ANSI Z4.3. 4/5/2024 - PREVIOUS INSPECTION NOTES 4/5/24: Inspexction stopped. Not Ready! * silt fence needs to be completed at rear and right side of the property. * No 5ft head pressure. * Please provide a legible appropriately sized duct layout for inspection. * Please clean up overgrowth around the property (back mostly). 8/21/23: Still need revision for interior load bearing wall as identified on Inspection 2460. Revision must be approved prior to this inspection. Check details at this inspection.
INSULATION	04/22/2024	Disapproved - NO FEE	RSIMS
Note: 4/22/24: Previously listed item 4 remians unresolved. Inspector Notes from Inspection 2420 4/9/24: Approved as noted to keep project moving. ALL corrections will need to be completed prior to scheduling next inspection. 1). Dryer exhaust needs to be supported with a metal strap at joint. / Needs to be sealed at all joints of the adjustable elbow / needs a nail plate on the garage side. 2). Kitchen Island: slab needs to be completely repaired level with floor with cement. 3). Back left bedroom window has the incorrect anchor at the bottom left jamb. Needs to be tapcon. 4). Kitchen exhaust duct needs to be sealed at all joints of the adjustable elbow. Also needs 3 screws at each connection. Kitchen Exhaust - M1601.4.1 - Crimp joints for round metallic ducts shall have a contact lap of not less than 1 inch (25 mm) and shall be mechanically fastened by means of not less than three sheet-metal screws or rivets equally spaced around the joint. 5). Portable toilet needs to be serviced. (has not had service since 12/20. 311.1 General. Toilet facilities shall be provided for construction workers and such facilities shall be maintained in a sanitary condition. Construction worker toilet facilities of the nonsewer type shall conform to ANSI Z4.3. 4/5/2024 - PREVIOUS INSPECTION NOTES 4/5/24: Inspexction stopped. Not Ready! * silt fence needs to be completed at rear and right side of the property. * No 5ft head pressure. * Please provide a legible appropriately sized duct layout for inspection. * Please clean up overgrowth around the property (back mostly). 8/21/23: Still need revision for interior load bearing wall as identified on Inspection 2460. Revision must be approved prior to this inspection. Check details at this inspection. 4/22/24: Previously listed item 4 remians unresolved. Inspector Notes from Inspection 2420 4/9/24: Approved as noted to keep project moving. ALL corrections will need to be completed prior to scheduling next inspection. 1). Dryer exhaust needs to be supported with a metal strap at joint. / Needs to be sealed at all joints of the adjustable elbow / needs a nail plate on the garage side. 2). Kitchen Island: slab needs to be completely repaired level with floor with cement. 3). Back left bedroom window has the incorrect anchor at the bottom left jamb. Needs to be tapcon. 4). Kitchen exhaust duct needs to be sealed at all joints of the adjustable elbow. Also needs 3 screws at each connection. Kitchen Exhaust - M1601.4.1 - Crimp joints for round metallic ducts shall have a contact lap of not less than 1 inch (25 mm) and shall be mechanically fastened by means of not less than three sheet-metal screws or rivets equally spaced around the joint. 5). Portable toilet needs to be serviced. (has not had service since 12/20. 311.1 General. Toilet facilities shall be provided for construction workers and such facilities shall be maintained in a sanitary condition. Construction worker toilet facilities of the nonsewer type shall conform to ANSI Z4.3. 4/5/2024 - PREVIOUS INSPECTION NOTES 4/5/24: Inspexction stopped. Not Ready! * silt fence needs to be completed at rear and right side of the property. * No 5ft head pressure. * Please provide a legible appropriately sized duct layout for inspection. * Please clean up overgrowth around the property (back mostly). 8/21/23: Still need revision for interior load bearing wall as identified on Inspection 2460. Revision must be approved prior to this inspection. Check details at this inspection.
LATH/BRICK/ WATER BARRIER	04/22/2024	APPROVED	RSIMS
Note: Inspector Notes from Inspection 2420 4/9/24: Approved as noted to keep project moving. ALL corrections will need to be completed prior to scheduling next inspection. 1). Dryer exhaust needs to be supported with a metal strap at joint. / Needs to be sealed at all joints of the adjustable elbow / needs a nail plate on the garage side. 2). Kitchen Island: slab needs to be completely repaired level with floor with cement. 3). Back left bedroom window has the incorrect anchor at the bottom left jamb. Needs to be tapcon. 4). Kitchen exhaust duct needs to be sealed at all joints of the adjustable elbow. Also needs 3 screws at each connection. Kitchen Exhaust - M1601.4.1 - Crimp joints for round metallic ducts shall have a contact lap of not less than 1 inch (25 mm) and shall be mechanically fastened by means of not less than three sheet-metal screws or rivets equally spaced around the joint. 5). Portable toilet needs to be serviced. (has not had service since 12/20. 311.1 General. Toilet facilities shall be provided for construction workers and such facilities shall be maintained in a sanitary condition. Construction worker toilet facilities of the nonsewer type shall conform to ANSI Z4.3. 4/5/2024 - PREVIOUS INSPECTION NOTES 4/5/24: Inspexction stopped. Not Ready! * silt fence needs to be completed at rear and right side of the property. * No 5ft head pressure. * Please provide a legible appropriately sized duct layout for inspection. * Please clean up overgrowth around the property (back mostly). 8/21/23: Still need revision for interior load bearing wall as identified on Inspection 2460. Revision must be approved prior to this inspection. Check details at this inspection.
PEP TANK INSTALLATION REQUEST	04/22/2024	Disapproved -FEE REQUIRED	CBOWERMASTER
Note: exterior/stucco
ALL ROUGH	04/09/2024	APPROVED - AS NOTED	RSIMS
Note: 4/9/24: Approved as noted to keep project moving. ALL corrections will need to be completed prior to scheduling next inspection. 1). Dryer exhaust needs to be supported with a metal strap at joint. / Needs to be sealed at all joints of the adjustable elbow / needs a nail plate on the garage side. 2). Kitchen Island: slab needs to be completely repaired level with floor with cement. 3). Back left bedroom window has the incorrect anchor at the bottom left jamb. Needs to be tapcon. 4). Kitchen exhaust duct needs to be sealed at all joints of the adjustable elbow. Also needs 3 screws at each connection. Kitchen Exhaust - M1601.4.1 - Crimp joints for round metallic ducts shall have a contact lap of not less than 1 inch (25 mm) and shall be mechanically fastened by means of not less than three sheet-metal screws or rivets equally spaced around the joint. 5). Portable toilet needs to be serviced. (has not had service since 12/20. 311.1 General. Toilet facilities shall be provided for construction workers and such facilities shall be maintained in a sanitary condition. Construction worker toilet facilities of the nonsewer type shall conform to ANSI Z4.3. 4/5/2024 - PREVIOUS INSPECTION NOTES 4/5/24: Inspexction stopped. Not Ready! * silt fence needs to be completed at rear and right side of the property. * No 5ft head pressure. * Please provide a legible appropriately sized duct layout for inspection. * Please clean up overgrowth around the property (back mostly). 8/21/23: Still need revision for interior load bearing wall as identified on Inspection 2460. Revision must be approved prior to this inspection. Check details at this inspection.
ALL ROUGH	04/05/2024	Disapproved - NO FEE	RSIMS
Note: 4/5/24: Inspection stopped. Not Ready! * silt fence needs to be completed at rear and right side of the property. FBC 3307.1 * No 5ft head pressure. * Please provide a legible appropriately sized duct layout for inspection. * Please clean up overgrowth around the property (back mostly). 8/21/23: Still need revision for interior load bearing wall as identified on Inspection 2460. Revision must be approved prior to this inspection. Check details at this inspection.
ROOF VALLEY & METAL	10/13/2023	APPROVED	JWALKER
Note: 9/25/2023 - PREVIOUS INSPECTION NOTES 9/25/23: Previously listed revision is still needed. Please clean up job site to make it safe for inspection. (2nd request) ** Flashing is still not sealed to wall as previously noted. ** Large area of underlayment on the front of the house has blown up exposing roof sheathing. 8/21/2023 - PREVIOUS INSPECTION NOTES 8/21/23: Revision for Interior load Bearing Walls at Entry still needs to be submitted & approved. Must be approved prior to All Rough inspection. *** Need revision submitted to & approved by the City for the 3 different underlayments installed than what was originally submitted. 1). 5" x 5" flashing is not sealed at the wall as required. 2). Property needs to have excessive weed growth (and any trash) cleaned up before any further inspections will be approved. City code states that grass/weeds cannot be taller than 3". Inspector Notes from Inspection 2460 8/14/23: Spoke to Contractor about deficiencies & revision required. Revision showing Interior Load Bearing wall (identified on truss plan 5 at G03 & G04 Trusses) required anchoring details needs to be submitted to & approved by the City before Insulation Inspection. Check at Insulation. ****** Must be resolved prior to next Inspection. 1). B05 2 ply truss in garage still needs to be fastened per MiTek requirements. (Bottom cord 2 rows 4"OC staggered). 2). G04 2ply Truss needs additional nails in bottom cord. _________________________________________________________________________________________________________________________ 8/1/2023 - PREVIOUS INSPECTION NOTES 8/1/23: 1). 2Ply trusses - A01, B05, D2 and G4 are not nailed per MiTek required details. Highlighted on pages. 2). Straps for Conventional framing are not secured to the truss or blocking. (Right side) 3). Missing strap left side of Entry at 2 ply girder truss to load bearing wall. 4). As previously stated there are no interior wood load bearing wall details for 12ft high load bearing walls at entry as noted on Plan Page 9. 7/24/2023 - PREVIOUS INSPECTION NOTES 1. Plans shall be bound together FBC 107.3.1 2. No interior load bearing wall detail or Load bearing wood frame wall to CMU connection on site 3. Missing bucket on truss at front entry Stopped inspection, still need to check engineering
FOOTER	10/09/2023	APPROVED	RSIMS
ROOF VALLEY & METAL	09/25/2023	Disapproved -FEE REQUIRED	RSIMS
Note: 9/25/23: Previously listed revision is still needed. Please clean up job site to make it safe for inspection. (2nd request) ** Flashing is still not sealed to wall as previously noted. ** Large area of underlayment on the front of the house has blown up exposing roof sheathing. 8/21/2023 - PREVIOUS INSPECTION NOTES 8/21/23: Revision for Interior load Bearing Walls at Entry still needs to be submitted & approved. Must be approved prior to All Rough inspection. *** Need revision submitted to & approved by the City for the 3 different underlayments installed than what was originally submitted. 1). 5" x 5" flashing is not sealed at the wall as required. 2). Property needs to have excessive weed growth (and any trash) cleaned up before any further inspections will be approved. City code states that grass/weeds cannot be taller than 3". Inspector Notes from Inspection 2460 8/14/23: Spoke to Contractor about deficiencies & revision required. Revision showing Interior Load Bearing wall (identified on truss plan 5 at G03 & G04 Trusses) required anchoring details needs to be submitted to & approved by the City before Insulation Inspection. Check at Insulation. ****** Must be resolved prior to next Inspection. 1). B05 2 ply truss in garage still needs to be fastened per MiTek requirements. (Bottom cord 2 rows 4"OC staggered). 2). G04 2ply Truss needs additional nails in bottom cord. _________________________________________________________________________________________________________________________ 8/1/2023 - PREVIOUS INSPECTION NOTES 8/1/23: 1). 2Ply trusses - A01, B05, D2 and G4 are not nailed per MiTek required details. Highlighted on pages. 2). Straps for Conventional framing are not secured to the truss or blocking. (Right side) 3). Missing strap left side of Entry at 2 ply girder truss to load bearing wall. 4). As previously stated there are no interior wood load bearing wall details for 12ft high load bearing walls at entry as noted on Plan Page 9. 7/24/2023 - PREVIOUS INSPECTION NOTES 1. Plans shall be bound together FBC 107.3.1 2. No interior load bearing wall detail or Load bearing wood frame wall to CMU connection on site 3. Missing bucket on truss at front entry Stopped inspection, still need to check engineering
ROOF VALLEY & METAL	08/21/2023	Disapproved - NO FEE	RSIMS
Note: 8/21/23: Revision for Interior load Bearing Walls at Entry still needs to be submitted & approved. Must be approved prior to All Rough inspection. *** Need revision submitted to & approved by the City for the 3 different underlayments installed than what was originally submitted. 1). 5" x 5" flashing is not sealed at the wall as required. 2). Property needs to have excessive weed growth (and any trash) cleaned up before any further inspections will be approved. City code states that grass/weeds cannot be taller than 3". Inspector Notes from Inspection 2460 8/14/23: Spoke to Contractor about deficiencies & revision required. Revision showing Interior Load Bearing wall (identified on truss plan 5 at G03 & G04 Trusses) required anchoring details needs to be submitted to & approved by the City before Insulation Inspection. Check at Insulation. ****** Must be resolved prior to next Inspection. 1). B05 2 ply truss in garage still needs to be fastened per MiTek requirements. (Bottom cord 2 rows 4"OC staggered). 2). G04 2ply Truss needs additional nails in bottom cord. _________________________________________________________________________________________________________________________ 8/1/2023 - PREVIOUS INSPECTION NOTES 8/1/23: 1). 2Ply trusses - A01, B05, D2 and G4 are not nailed per MiTek required details. Highlighted on pages. 2). Straps for Conventional framing are not secured to the truss or blocking. (Right side) 3). Missing strap left side of Entry at 2 ply girder truss to load bearing wall. 4). As previously stated there are no interior wood load bearing wall details for 12ft high load bearing walls at entry as noted on Plan Page 9. 7/24/2023 - PREVIOUS INSPECTION NOTES 1. Plans shall be bound together FBC 107.3.1 2. No interior load bearing wall detail or Load bearing wood frame wall to CMU connection on site 3. Missing bucket on truss at front entry Stopped inspection, still need to check engineering
ROOF SHEATHING / BRACES/TIES/DOWN CELL	08/14/2023	APPROVED - AS NOTED	RSIMS
Note: 8/14/23: Spoke to Contractor about deficiencies & revision required. Revision showing Interior Load Bearing wall (identified on truss plan 5 at G03 & G04 Trusses) required anchoring details needs to be submitted to & approved by the City before Insulation Inspection. Check at Insulation. ****** Must be resolved prior to next Inspection. 1). B05 2 ply truss in garage still needs to be fastened per MiTek requirements. (Bottom cord 2 rows 4"OC staggered). 2). G04 2ply Truss needs additional nails in bottom cord. _________________________________________________________________________________________________________________________ 8/1/2023 - PREVIOUS INSPECTION NOTES 8/1/23: 1). 2Ply trusses - A01, B05, D2 and G4 are not nailed per MiTek required details. Highlighted on pages. 2). Straps for Conventional framing are not secured to the truss or blocking. (Right side) 3). Missing strap left side of Entry at 2 ply girder truss to load bearing wall. 4). As previously stated there are no interior wood load bearing wall details for 12ft high load bearing walls at entry as noted on Plan Page 9. 7/24/2023 - PREVIOUS INSPECTION NOTES 1. Plans shall be bound together FBC 107.3.1 2. No interior load bearing wall detail or Load bearing wood frame wall to CMU connection on site 3. Missing bucket on truss at front entry Stopped inspection, still need to check engineering
WALL SHEATHING	08/14/2023	APPROVED	RSIMS
ROOF SHEATHING / BRACES/TIES/DOWN CELL	08/01/2023	Disapproved -FEE REQUIRED	RSIMS
Note: 8/1/23: 1). 2Ply trusses - A01, B05, D2 and G4 are not nailed per MiTek required details. Highlighted on pages. 2). Straps for Conventional framing are not secured to the truss or blocking. (Right side) 3). Missing strap left side of Entry at 2 ply girder truss to load bearing wall. 4). As previously stated there are no interior wood load bearing wall details for 12ft high load bearing walls at entry as noted on Plan Page 9. 7/24/2023 - PREVIOUS INSPECTION NOTES 1. Plans shall be bound together FBC 107.3.1 2. No interior load bearing wall detail or Load bearing wood frame wall to CMU connection on site 3. Missing bucket on truss at front entry Stopped inspection, still need to check engineering
ROOF SHEATHING / BRACES/TIES/DOWN CELL	07/24/2023	Disapproved - NO FEE	MKRASKI
Note: 1. Plans shall be bound together FBC 107.3.1 2. No interior load bearing wall detail or Load bearing wood frame wall to CMU connection on site 3. Missing bucket on truss at front entry Stopped inspection, still need to check engineering
TIE BEAM / LINTEL	09/14/2022	APPROVED	BTAYLOR
Note: THIS IS A REINSPECTION THIS IS A REINSPECTION THIS IS A REINSPECTION Dowel in front marked to be drilled has not been drilled. 9-8-22 - left front wall at left of window - missing dowel as noted above. Circled on print. 9/9/22 Above listed correction has not been made.
TIE BEAM / LINTEL	09/09/2022	Disapproved -FEE REQUIRED	JWALKER
Note: THIS IS A REINSPECTION THIS IS A REINSPECTION Dowel in front marked to be drilled has not been drilled. 9-8-22 - left front wall at left of window - missing dowel as noted above. Circled on print. 9/9/22 Above listed correction has not been made.
TIE BEAM / LINTEL	09/08/2022	Disapproved - NO FEE	JWALKER
Note: THIS IS A REINSPECTION Dowel in front marked to be drilled has not been drilled. 9-8-22 - left front wall at left of window - missing dowel as noted above. Circled on print.
TIE BEAM / LINTEL	08/30/2022	Disapproved -FEE REQUIRED	KSANDOE
Note: Dowel in front marked to be drilled has not been drilled.
ROW - DRAINAGE	06/30/2022	APPROVED - AS NOTED	PFLANAGAN
Note: 6/30/22 ALL CORRECTIONS DONE AT TIME OF INSPECTION ------------------------------------------------------------------------------------------------------------------------------- (1) NEED TO KEEP SWALE IN FRONT CLEARED SO WATER CAN FLOW TO OUTFALL OR NEED TO HAVE A TEMPORARY CULVERT PIPE TO ALOW WATER TO FLOW (2) NEED TO HAVE PORTER JOHN ON LOT OUT SWALE SO IT DONT INTERUPT FLOW OF WATER TO OUTFALL
ROW - DRAINAGE	06/23/2022	Disapproved - NO FEE	PFLANAGAN
Note: (1) NEED TO KEEP SWALE IN FRONT CLEARED SO WATER CAN FLOW TO OUTFALL OR NEED TO HAVE A TEMPORARY CULVERT PIPE TO ALOW WATER TO FLOW (2) NEED TO HAVE PORTER JOHN ON LOT OUT SWALE SO IT DONT INTERUPT FLOW OF WATER TO OUTFALL NEXT INSPECTION ON 6/30/22
FOUND SURVEY APPROVED (OFFICE)	04/08/2022	APPROVED	TBAKER
MONOLITHIC SLAB	03/25/2022	APPROVED	TSTAUFFACHER
Note: THIS IS A REINSPECTION Minimum slab depth is to be 3 1/2". Left green test sting lines in place for contractors reference. Remove excess soil and tamp.
MONOLITHIC SLAB	03/24/2022	Disapproved - NO FEE	JWALKER
Note: Minimum slab depth is to be 3 1/2". Left green test sting lines in place for contractors reference. Remove excess soil and tamp.
PLUMBING 1ST ROUGH UNDERGROUND	03/22/2022	APPROVED	RMARTIN
WATER METER INSTALLATION REQUEST	02/28/2022	APPROVED	CSTONE
Note: THIS IS A REINSPECTION ADDED ON 2/23/2022 8:11:56 AM trees on property
WATER METER INSTALLATION REQUEST	02/22/2022	Disapproved - NO FEE	CSTONE
Note: trees on property

Review History

Department	Status	Date In	Date Out
MECH	COMPLETE	10/11/2024	10/18/2024
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
MECH	COMPLETE	10/07/2024	10/07/2024
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
MECH	HOLD	10/02/2024	10/07/2024
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM List new mechanical subcontractor
BLD	CANCEL	10/02/2024	10/03/2024
MECH	HOLD	09/25/2024	09/27/2024
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM 1. Design location the heatload needs to be Daytona Beach 2. Duct layout needs to be signed by the AC contractor per 107.1 FBC Residential 2023 8th Edition
BADMIN	INFORMATION	09/06/2024	09/06/2024
Note: Marked INFORMATION By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM file name should be final survey please exclude numbers and address from file name
ZON	COMPLETE	07/18/2024	07/19/2024
Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM
ENGIN1	COMPLETE	09/05/2023	09/05/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	09/05/2023	09/05/2023
Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM No zoning changes
BADMIN	INFORMATION	08/21/2023	08/21/2023
Note: Marked INFORMATION By: LIBBY MUSGROVE - - LMUSGROVE@PALMCOASTGOV.COM wrong document uploaded for fondation survey. You uploaded a foundation plan instead
BLD	COMPLETE	08/21/2023	08/22/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	COMPLETE	04/07/2022	04/08/2022
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	04/07/2022	04/07/2022
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
ZON	COMPLETE	01/21/2022	01/21/2022
Note: Released By: CINDY CHIRI-GONCALVES - - CGONCALVES@PALMCOASTGOV.COM
ENGIN1	COMPLETE	01/21/2022	01/21/2022
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
SW1	COMPLETE	01/21/2022	01/27/2022
Note: Released By: ROBERT GROSS - (386)986-4769 - RGROSS@PALMCOASTGOV.COM See left side property line drainage arrows
BLD	COMPLETE	01/04/2022	01/10/2022
Note: Released By: FRED REODICA - (386)986-4734 - FREODICA@PALMCOASTGOV.COM
CUSVC	COMPLETE	01/04/2022	01/06/2022
Note: Released By: HALEIGH HAND - -
ELEC	COMPLETE	01/04/2022	01/05/2022
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	COMPLETE	01/04/2022	01/04/2022
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
LOCATE	COMPLETE	01/04/2022	01/05/2022
Note: Released By: CANDACE STONE - - CSTONE@PALMCOASTGOV.COM
MECH	COMPLETE	01/04/2022	01/10/2022
Note: Released By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM
SW1	COMPLETE	01/04/2022	01/11/2022
Note: Released By: KALEN RUTH - (386)566-1273 - KRUTH@PALMCOASTGOV.COM
ZON	HOLD	01/04/2022	01/05/2022
Note: Held By: CINDY CHIRI-GONCALVES - - CGONCALVES@PALMCOASTGOV.COM please provide th width of the driveway iwidth in front of garage doors
SWALE	COMPLETE	01/04/2022	03/04/2022
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM

Fees & Payments

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

Description	Amount Due	Date Paid
EXTENSION	¤40.00	10/21/2024
PLAN REVIEW - REVISION	¤32.50	10/21/2024
REINSPECTION RESIDENTIAL	¤40.00	10/21/2024
REINSPECTION RESIDENTIAL	¤40.00	10/21/2024
REINSPECTION RESIDENTIAL	¤40.00	10/21/2024
REINSPECTION RESIDENTIAL	¤40.00	10/21/2024
CONTRACTOR CHANGE	¤20.00	10/21/2024
CONTRACTOR CHANGE	¤20.00	10/21/2024
CONTRACTOR CHANGE	¤20.00	10/21/2024
CONTRACTOR CHANGE	¤40.00	10/21/2024
CONTRACTOR CHANGE	¤20.00	10/21/2024
CONTRACTOR CHANGE	¤20.00	10/21/2024
REINSPECTION FEE	¤40.00	10/21/2024
REINSPECTION FEE	¤40.00	10/21/2024
REINSPECTION FEE	¤40.00	10/21/2024
SW ENG - INSPECTION 20	¤20.00	10/21/2024
SW ENG - INSPECTION 20	¤20.00	10/21/2024
SW ENG REINSPECTION 20	¤20.00	10/21/2024
SW ENG REINSPECTION 20	¤20.00	10/21/2024
SW ENG REINSPECTION 30	¤30.00	10/21/2024
SW ENG REINSPECTION 30	¤30.00	10/21/2024
UTILITY PEP REINSPECTION	¤40.00	10/21/2024
SEWER CREDIT	(¤1,147.00)	02/11/2022
SEWER INSPECTION	¤25.00	02/11/2022
SEWER CAPITAL FACILITY	¤4,939.76	02/11/2022
WATER CAPITAL FACILITY FEE	¤3,626.50	02/11/2022
SITE PLAN 30	¤30.00	02/11/2022
SW ENG - REVIEW 20	¤20.00	02/11/2022
SW ENG RES REVIEW 200	¤200.00	02/11/2022
3% TRANS IMPACT FEE CREDIT	(¤52.92)	02/11/2022
SW ENG INSPECTION 80	¤80.00	02/11/2022
SW ENG PRE APRON	¤30.00	02/11/2022
SURCHARGE FS 533.721	¤12.02	02/11/2022
SURCHARGE - FS 468.631	¤18.03	02/11/2022
SW ENG - FOUNDATION SURVEY	¤20.00	02/11/2022
3% FIRE IMPACT FEE CREDIT	(¤11.66)	02/11/2022
IMPACT FEE FIRE	¤388.65	02/11/2022
IMPACT FEE PARKS	¤1,455.13	02/11/2022
IMPACT FEE SCHOOL	¤3,600.00	02/11/2022
IMPACT FEE TRANSPORTATION	¤1,764.00	02/11/2022
WATER -IRRIGATION INSPECTION	¤25.00	02/11/2022
3% PARKS IMPACT FEE CREDIT	(¤43.65)	02/11/2022
CONNECTION FEES	¤1,077.88	02/11/2022
INSPECTION - RESIDENTIAL	¤866.25	02/11/2022
PLAN REVIEW - RESIDENTIAL	¤245.70	02/11/2022
METER - DEPOSIT	¤60.00	02/11/2022
WATER- TURN ON	¤25.00	02/11/2022
ADMINISTRATIVE RESIDENTIAL	¤30.00	02/11/2022
Fees	Total Due: ¤0.00	Total Paid: ¤17,956.19