Status: COED

Parcel Id: 07-11-31-7009-00450-0120

GARAGE: 640 sqft

OPENED PORCH (WITH ROOF) : 741 sqft

CONDITIONED SPACE: 2594 sqft

Total Square Footage: 3975 sqft

Block: 00450

Subdivision: 2208 - SECTION 9-FLORIDA PARK

Job Phone: 386-338-1859

Location Address: 74 FENIMORE LN

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 01/09/2023

NOC: RECORDED

Applicant name: SOPHAN KES

Owner: NONG CHRIYA & RINDY NONG W&H

Address 35 BUNKER KNOLLS LANE PALM COAST, FL 32137

Lot: 0120

Contracted Stated Job Value: ¤300,000.00

Job Description: Single Family Residence

Type: CN

Contractor

KES CONSTRUCTION, INC

Status	Location Address	State License Number
ACTIVE	42 OAKLEAF WAY PALM COAST, FL 32137	CBC1264797 (Exp: 08/31/2026)

Sub Contractors

ROBERT JAMES BARROW JR

Status	Location Address	Mailing Address	State License Number	Phone
ACTIVE	2323 N STATE ST BUNNELL, FL 32110	UNIT 126 BUNNELL, FL 32110	CAC1817890 (Exp: 08/31/2026)	386-627-5500

CHRISTOPHER I HALL

Status	Location Address	State License Number	Phone
ACTIVE	60 COOPER LANE PALM COAST, FL 32137	EC13008029 (Exp: 08/31/2028)	386-225-1937

PEDRO DANIEL CHINCHILLA

Status	Location Address	State License Number	Phone
ACTIVE	324 COVENT GARDENS PL DELTONA, FL 32725	CCC1333997 (Exp: 08/31/2026)	386-679-6228

GIOVANNI DISARRO

Status	Location Address	State License Number
INACTIVE	107 BURROUGHS DRIVE PALM COAST, FL 32137	CFC1430761 (Exp: 08/31/2026)

Inspection History

Type	Request Date	Result	Inspector
U-CROSS CONNECTION	03/28/2024	APPROVED	DHANEY
ROW - STORMWATER FINAL	03/27/2024	APPROVED - AS NOTED	FSLADISH
Note: 3/27/24 REQUIRED CORRECTIONS HAVE BEEN MADE AT THE TIME OF THIS INSPECTION. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. ________________________________________________________________________________________________________________________ 3/26/2024 - PREVIOUS INSPECTION NOTES 3/25/2024 - PREVIOUS INSPECTION NOTES 3/25/24 SPOKE WITH BUILDER THEY WILL NEED TO REPAIR, SLOPE, GRADE AND SOD DISTURBED AREA ON THE LEFT SIDE SWALE PROPERTY LINE. NOT GOING TO FEE YOU TODAY AS I WAS ALREADY HERE FOR THE AFTERPUR INSPECTION.. ___________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 3/21/24 WHILE YOU HAVE LOWERED THE REAR DRAINAGE AREA YOU WILL NEED TO LOWER THE AREAS OUTLINED IN WHITE FOR THE DRAINAGE TO SHED AROUND THE CORNERS AND FORWARD TO THE FRONT SWALE. I AM APPROVING THIS FIELD SURVEY AS NOTED TO HELP YOU MOVE FORWARD. PLEASE MAKE THE REQUIRED CORRECTIONS. THERE MAY BE OTHER CORRECTIONS REQUIRED BEFORE ROW FINAL PASSAGE THIS IS NOT INTENDED TO POINT OUT ALL NEEDED CORRECTIONS AS CONDITION MAY CHANGE PRIOR TO YOUR NEXT INSPECTION. _________________________________________________________________________________________________________________________ 3/19/2024 - PREVIOUS INSPECTION NOTES 3/19/24 UPON WALKING PROPERTY DETERMINED THAT THE REAR FALL OFF OF THE PATIO IN THE REAR IS SHOWING 1 TENTH FALL 22.90 TO A 22.80 AND THE REAR PROPERTY LINE IS SHOWING SHOWING 23.30. THIS WILL CAUSE WATER TO FALL BACK ON THE PATIO DURING HARD RAIN. WILL NEED TO CREATE A DEEPER SWALE TO CONTAIN AND SHED WATER AWAY FROM STRUCTURE AND AROUND CORNER. COPC STANDARDS ARE 6 TENTHS FALL FROM STUCTURE TO 10' OUT. Drainage from the structure Section 300, Drawing 300.D, Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’
ROW - STORMWATER FINAL	03/26/2024	CANCELLED BY APPLICANT	FSLADISH
Note: 3/25/2024 - PREVIOUS INSPECTION NOTES 3/25/24 SPOKE WITH BUILDER THEY WILL NEED TO REPAIR, SLOPE, GRADE AND SOD DISTURBED AREA ON THE LEFT SIDE SWALE PROPERTY LINE. NOT GOING TO FEE YOU TODAY AS I WAS ALREADY HERE FOR THE AFTERPUR INSPECTION.. ___________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 3/21/24 WHILE YOU HAVE LOWERED THE REAR DRAINAGE AREA YOU WILL NEED TO LOWER THE AREAS OUTLINED IN WHITE FOR THE DRAINAGE TO SHED AROUND THE CORNERS AND FORWARD TO THE FRONT SWALE. I AM APPROVING THIS FIELD SURVEY AS NOTED TO HELP YOU MOVE FORWARD. PLEASE MAKE THE REQUIRED CORRECTIONS. THERE MAY BE OTHER CORRECTIONS REQUIRED BEFORE ROW FINAL PASSAGE THIS IS NOT INTENDED TO POINT OUT ALL NEEDED CORRECTIONS AS CONDITION MAY CHANGE PRIOR TO YOUR NEXT INSPECTION. _________________________________________________________________________________________________________________________ 3/19/2024 - PREVIOUS INSPECTION NOTES 3/19/24 UPON WALKING PROPERTY DETERMINED THAT THE REAR FALL OFF OF THE PATIO IN THE REAR IS SHOWING 1 TENTH FALL 22.90 TO A 22.80 AND THE REAR PROPERTY LINE IS SHOWING SHOWING 23.30. THIS WILL CAUSE WATER TO FALL BACK ON THE PATIO DURING HARD RAIN. WILL NEED TO CREATE A DEEPER SWALE TO CONTAIN AND SHED WATER AWAY FROM STRUCTURE AND AROUND CORNER. COPC STANDARDS ARE 6 TENTHS FALL FROM STUCTURE TO 10' OUT. Drainage from the structure Section 300, Drawing 300.D, Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’
BLD - BUILDING FINAL	03/26/2024	CANCELLED BY APPLICANT	JWALKER
Note: 3/25/2024 - PREVIOUS INSPECTION NOTES 3/25/24- 1. Please raise ODU pad for Proper clearence. FBCM 304.10 Clearances from grade 2. Please seal wall Penetrations at Pump for irrigation, Main water supply entry, irrigation outlet, Power conduit above irrigation pump. FBC R402.4, 3. Please seal ceiling penetration in garage above Pump. FBC R402.4, 4. Please seal all where drip flashing terminates at a wall. R903.2 Flashing 5. Please Identify heater installed for Breaker size. FBC.R. M1303.1 6. Please post Insulation Certificate. FBC R303.1.1.2 7. Garage to house needs a handle installed to seal hole in door. (temporary is fine, new on back order).FBC R402.4, 8. Smoke detector in back bedroom needs relocated to have a min of 4" off the wall. 9. Please repair Master tub valve for direction of flow for Hot water as indicated. FPBC 607.4 Flow of hot water to fixtures.Shower and tub/shower mixing valves 10. Please secure Conduit for Irrigation wire. NEC 352.30
BLD - BUILDING FINAL	03/26/2024	FINAL APPROVED	JWALKER
Note: 3/26/2024 - PREVIOUS INSPECTION NOTES 3/25/2024 - PREVIOUS INSPECTION NOTES 3/25/24- 1. Please raise ODU pad for Proper clearence. FBCM 304.10 Clearances from grade 2. Please seal wall Penetrations at Pump for irrigation, Main water supply entry, irrigation outlet, Power conduit above irrigation pump. FBC R402.4, 3. Please seal ceiling penetration in garage above Pump. FBC R402.4, 4. Please seal all where drip flashing terminates at a wall. R903.2 Flashing 5. Please Identify heater installed for Breaker size. FBC.R. M1303.1 6. Please post Insulation Certificate. FBC R303.1.1.2 7. Garage to house needs a handle installed to seal hole in door. (temporary is fine, new on back order).FBC R402.4, 8. Smoke detector in back bedroom needs relocated to have a min of 4" off the wall. 9. Please repair Master tub valve for direction of flow for Hot water as indicated. FPBC 607.4 Flow of hot water to fixtures.Shower and tub/shower mixing valves 10. Please secure Conduit for Irrigation wire. NEC 352.30
BLD - BUILDING FINAL	03/25/2024	Disapproved -FEE REQUIRED	JSTEWART
Note: 3/25/24- 1. Please raise ODU pad for Proper clearence. FBCM 304.10 Clearances from grade 2. Please seal wall Penetrations at Pump for irrigation, Main water supply entry, irrigation outlet, Power conduit above irrigation pump. FBC R402.4, 3. Please seal ceiling penetration in garage above Pump. FBC R402.4, 4. Please seal all where drip flashing terminates at a wall. R903.2 Flashing 5. Please Identify heater installed for Breaker size. FBC.R. M1303.1 6. Please post Insulation Certificate. FBC R303.1.1.2 7. Garage to house needs a handle installed to seal hole in door. (temporary is fine, new on back order).FBC R402.4, 8. Smoke detector in back bedroom needs relocated to have a min of 4" off the wall. 9. Please repair Master tub valve for direction of flow for Hot water as indicated. FPBC 607.4 Flow of hot water to fixtures.Shower and tub/shower mixing valves 10. Please secure Conduit for Irrigation wire. NEC 352.30
ROW - FINAL APRON (AFTER POUR)	03/25/2024	APPROVED - AS NOTED	FSLADISH
Note: 3/25/24 PAVERS GLUED. NO CRACKS OR BROKEN PIECES AT THIS INSPECTION. CULVERT CLEAR. HOT PATCH COMPLETED. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 3/21/24 WHILE YOU HAVE LOWERED THE REAR DRAINAGE AREA YOU WILL NEED TO LOWER THE AREAS OUTLINED IN WHITE FOR THE DRAINAGE TO SHED AROUND THE CORNERS AND FORWARD TO THE FRONT SWALE. I AM APPROVING THIS FIELD SURVEY AS NOTED TO HELP YOU MOVE FORWARD. PLEASE MAKE THE REQUIRED CORRECTIONS. THERE MAY BE OTHER CORRECTIONS REQUIRED BEFORE ROW FINAL PASSAGE THIS IS NOT INTENDED TO POINT OUT ALL NEEDED CORRECTIONS AS CONDITION MAY CHANGE PRIOR TO YOUR NEXT INSPECTION. _________________________________________________________________________________________________________________________ 3/19/2024 - PREVIOUS INSPECTION NOTES 3/19/24 UPON WALKING PROPERTY DETERMINED THAT THE REAR FALL OFF OF THE PATIO IN THE REAR IS SHOWING 1 TENTH FALL 22.90 TO A 22.80 AND THE REAR PROPERTY LINE IS SHOWING SHOWING 23.30. THIS WILL CAUSE WATER TO FALL BACK ON THE PATIO DURING HARD RAIN. WILL NEED TO CREATE A DEEPER SWALE TO CONTAIN AND SHED WATER AWAY FROM STRUCTURE AND AROUND CORNER. COPC STANDARDS ARE 6 TENTHS FALL FROM STUCTURE TO 10' OUT. Drainage from the structure Section 300, Drawing 300.D, Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’
ROW - STORMWATER FINAL	03/25/2024	Disapproved - NO FEE	FSLADISH
Note: 3/25/24 SPOKE WITH BUILDER THEY WILL NEED TO REPAIR, SLOPE, GRADE AND SOD DISTURBED AREA ON THE LEFT SIDE SWALE PROPERTY LINE. NOT GOING TO FEE YOU TODAY AS I WAS ALREADY HERE FOR THE AFTERPUR INSPECTION.. ___________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 3/21/24 WHILE YOU HAVE LOWERED THE REAR DRAINAGE AREA YOU WILL NEED TO LOWER THE AREAS OUTLINED IN WHITE FOR THE DRAINAGE TO SHED AROUND THE CORNERS AND FORWARD TO THE FRONT SWALE. I AM APPROVING THIS FIELD SURVEY AS NOTED TO HELP YOU MOVE FORWARD. PLEASE MAKE THE REQUIRED CORRECTIONS. THERE MAY BE OTHER CORRECTIONS REQUIRED BEFORE ROW FINAL PASSAGE THIS IS NOT INTENDED TO POINT OUT ALL NEEDED CORRECTIONS AS CONDITION MAY CHANGE PRIOR TO YOUR NEXT INSPECTION. _________________________________________________________________________________________________________________________ 3/19/2024 - PREVIOUS INSPECTION NOTES 3/19/24 UPON WALKING PROPERTY DETERMINED THAT THE REAR FALL OFF OF THE PATIO IN THE REAR IS SHOWING 1 TENTH FALL 22.90 TO A 22.80 AND THE REAR PROPERTY LINE IS SHOWING SHOWING 23.30. THIS WILL CAUSE WATER TO FALL BACK ON THE PATIO DURING HARD RAIN. WILL NEED TO CREATE A DEEPER SWALE TO CONTAIN AND SHED WATER AWAY FROM STRUCTURE AND AROUND CORNER. COPC STANDARDS ARE 6 TENTHS FALL FROM STUCTURE TO 10' OUT. Drainage from the structure Section 300, Drawing 300.D, Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’
U -UTILITY RESIDENTIAL FINAL	03/25/2024	FINAL APPROVED	DHANEY
ROW FIELD SURVEY /GRADING CERTIFICATION	03/21/2024	APPROVED - AS NOTED	FSLADISH
Note: 3/21/24 WHILE YOU HAVE LOWERED THE REAR DRAINAGE AREA YOU WILL NEED TO LOWER THE AREAS OUTLINED IN WHITE FOR THE DRAINAGE TO SHED AROUND THE CORNERS AND FORWARD TO THE FRONT SWALE. I AM APPROVING THIS FIELD SURVEY AS NOTED TO HELP YOU MOVE FORWARD. PLEASE MAKE THE REQUIRED CORRECTIONS. THERE MAY BE OTHER CORRECTIONS REQUIRED BEFORE ROW FINAL PASSAGE THIS IS NOT INTENDED TO POINT OUT ALL NEEDED CORRECTIONS AS CONDITION MAY CHANGE PRIOR TO YOUR NEXT INSPECTION. _________________________________________________________________________________________________________________________ 3/19/2024 - PREVIOUS INSPECTION NOTES 3/19/24 UPON WALKING PROPERTY DETERMINED THAT THE REAR FALL OFF OF THE PATIO IN THE REAR IS SHOWING 1 TENTH FALL 22.90 TO A 22.80 AND THE REAR PROPERTY LINE IS SHOWING SHOWING 23.30. THIS WILL CAUSE WATER TO FALL BACK ON THE PATIO DURING HARD RAIN. WILL NEED TO CREATE A DEEPER SWALE TO CONTAIN AND SHED WATER AWAY FROM STRUCTURE AND AROUND CORNER. COPC STANDARDS ARE 6 TENTHS FALL FROM STUCTURE TO 10' OUT. Drainage from the structure Section 300, Drawing 300.D, Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’
ROW- FINAL SURVEY/GRADING CERTIFICATION	03/19/2024	APPROVED	FSLADISH
Note: Inspector Notes from Inspection 9270 ** 01/31/24 READY TO SET PAVERS ____________________________________________________________________________________________________________________ Inspector Notes from Inspection 9271 ** 01/24/24 READY TO POUR APRON AND PAVER RESTRAINTS ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. ** Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh.
ROW FIELD SURVEY /GRADING CERTIFICATION	03/19/2024	Disapproved - NO FEE	FSLADISH
Note: 3/19/24 UPON WALKING PROPERTY DETERMINED THAT THE REAR FALL OFF OF THE PATIO IN THE REAR IS SHOWING 1 TENTH FALL 22.90 TO A 22.80 AND THE REAR PROPERTY LINE IS SHOWING SHOWING 23.30. THIS WILL CAUSE WATER TO FALL BACK ON THE PATIO DURING HARD RAIN. WILL NEED TO CREATE A DEEPER SWALE TO CONTAIN AND SHED WATER AWAY FROM STRUCTURE AND AROUND CORNER. COPC STANDARDS ARE 6 TENTHS FALL FROM STUCTURE TO 10' OUT. Drainage from the structure Section 300, Drawing 300.D, Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’
ROW- PRE-APRON (PRE-POUR)	01/31/2024	APPROVED - AS NOTED	EMADISON
Note: ** 01/31/24 READY TO SET PAVERS ____________________________________________________________________________________________________________________ Inspector Notes from Inspection 9271 ** 01/24/24 READY TO POUR APRON AND PAVER RESTRAINTS ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. ** Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh.
ROW- PAVER RESTRAINTS	01/24/2024	APPROVED - AS NOTED	EMADISON
Note: ** 01/24/24 READY TO POUR APRON AND PAVER RESTRAINTS ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. ** Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh.
ROW- PRE-APRON (PRE-POUR)	01/24/2024	PARTIALLY APPROVED	EMADISON
Note: ** 01/24/24 READY TO POUR APRON AND PAVER RESTRAINTS ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. ** Sec.900.04C Residential driveways shall be constructed using material with a minimum of three thousand pounds (3,000 Ibs.) per square inch with Fiber or wire mesh. ** SCHEDULE NEXT PRE-POUR INSPECTION ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET ANY PAVERS UNTIL THE NEXT PRE-POUR INSPECTION HAS BEEN APPROVED ______________________________________________________________________________________________________________________ 1/23/2024 - PREVIOUS INSPECTION NOTES ** 01/23/24 CANCELLED BY APPLICANT AS COURTESY CHECKED CULVERT RIGHT SIDE TOO LOW NEED TO REVIEW SWALE PLAN DIAGRAM. ** DIG OUT PAVER RESTRAINTS MINIMUM OF 8 INCHES DEEP ** PROVIDE OPTION FOR PAVER DRIVEWAY DETAIL ** REVISE SITE PLAN SHOWING PAVER DRIVEWAY
ROW- PRE-APRON (PRE-POUR)	01/23/2024	CANCELLED BY APPLICANT	EMADISON
Note: ** 01/23/24 CANCELLED BY APPLICANT AS COURTESY CHECKED CULVERT RIGHT SIDE TOO LOW NEED TO REVIEW SWALE PLAN DIAGRAM. ** DIG OUT PAVER RESTRAINTS MINIMUM OF 8 INCHES DEEP ** PROVIDE OPTION FOR PAVER DRIVEWAY DETAIL ** REVISE SITE PLAN SHOWING PAVER DRIVEWAY
ELECTRIC - EARLY POWER	01/18/2024	APPROVED	AGAETANO
Note: 10/13/2023 - PREVIOUS INSPECTION NOTES
ELECTRIC TEMP POLE	10/13/2023	APPROVED	AGAETANO
ELECTRIC - EARLY POWER	10/13/2023	CANCELLED BY APPLICANT	AGAETANO
INSULATION	10/03/2023	APPROVED	AGAETANO
U - SEWER TIE IN	09/27/2023	PARTIALLY APPROVED	MGIBSON
Note: THIS WAS A VIRTUAL INSPECTION
GRAVITY SEWER TEST	09/27/2023	APPROVED - AS NOTED	MGIBSON
Note: THIS WAS A VIRTUAL INSPECTION
ALL ROUGH	09/20/2023	APPROVED	AGAETANO
Note: 8/9/2023 - PREVIOUS INSPECTION NOTES 08-09-2023 Windows and doors approved only. Please cover the entry door openings prior to insulation inspection.
LATH/BRICK/ WATER BARRIER	09/06/2023	APPROVED	AGAETANO
ROW - DRAINAGE	08/14/2023	APPROVED - AS NOTED	EMADISON
Note: ** 08/14/23 DRAINAGE ISSUES AS NOTED IN PREVIOUS INSPECTION CORRECTED ** BUILDER STILL NEEDS TO PICK UP TRASH FROM SITE __________________________________________________________________________________________________________________________ 8/9/2023 - PREVIOUS INSPECTION NOTES ** 08/09/23 BUILDER NEEDS TO OPEN TEMPORARY CULVERT AS IT IS BURRIED AND CLOGGED PREVENTING THE FLOW OF STORMWATER ** REMOVE CONSTRUCTION DEBRIS FROM ROAD SIDE SWALE ** REMOVE PORT-A-JOHN FROM ROADSIDE SWALE AND PUT ONTO JOB SITE ** BUILDER ALSO NEEDS TO PICK UP THE SCATTERED TRASH FROM HIS SITE ** FOLLOW UP INSPECTION ON 08/14/23 _______________________________________________________________________________________________________________________ Please check that swale is clear and functioning and proper erosion control is in place-JM
ALL ROUGH	08/09/2023	PARTIALLY APPROVED	AGAETANO
Note: 08-09-2023 Windows and doors approved only. Please cover the entry door openings prior to insulation inspection.
ROW - DRAINAGE	08/09/2023	Disapproved -FEE REQUIRED	EMADISON
Note: ** 08/09/23 BUILDER NEEDS TO OPEN TEMPORARY CULVERT AS IT IS BURRIED AND CLOGGED PREVENTING THE FLOW OF STORMWATER ** REMOVE CONSTRUCTION DEBRIS FROM ROAD SIDE SWALE ** REMOVE PORT-A-JOHN FROM ROADSIDE SWALE AND PUT ONTO JOB SITE ** BUILDER ALSO NEEDS TO PICK UP THE SCATTERED TRASH FROM HIS SITE ** FOLLOW UP INSPECTION ON 08/14/23 _______________________________________________________________________________________________________________________ Please check that swale is clear and functioning and proper erosion control is in place-JM
WALL SHEATHING	08/08/2023	APPROVED	AGAETANO
ROOF SHEATHING / BRACES/TIES/DOWN CELL	07/31/2023	APPROVED	AGAETANO
Note: 6/20/2023 - PREVIOUS INSPECTION NOTES 6/9/2023 - PREVIOUS INSPECTION NOTES 6/6/2023 - PREVIOUS INSPECTION NOTES 06-06-2023 Drawings are a matted mess. Please provide a full set of approved, full size, readable dreings for all inspections. Please organize documents in the job box. 06-09-2023 1. Nook windows do not have headers. Please provide details for headers or engineering as installed. 2. Piggyback trusses not per plans. 3. Truss layout not on site. Inspection stopped. 06-20-2023 1. Sheet 4/5 Interior bearig wall indicates 1/2" rods both sides of door. Only one installed. Please install as per plans or provide engineering letter ot building department and have o site. 2. A11 & A12 missing members. 3. Trusses D04 through D07 anchors not specified on drawings. 4. A01 through A08 anchors not installed as per truss connector schedule. 5. Engineering letter for fixed glass framing and front entry details needed prior to next inspection.
ROOF VALLEY & METAL	07/31/2023	APPROVED	AGAETANO
ROOF SHEATHING / BRACES/TIES/DOWN CELL	06/20/2023	Disapproved - NO FEE	AGAETANO
Note: 6/9/2023 - PREVIOUS INSPECTION NOTES 6/6/2023 - PREVIOUS INSPECTION NOTES 06-06-2023 Drawings are a matted mess. Please provide a full set of approved, full size, readable dreings for all inspections. Please organize documents in the job box. 06-09-2023 1. Nook windows do not have headers. Please provide details for headers or engineering as installed. 2. Piggyback trusses not per plans. 3. Truss layout not on site. Inspection stopped. 06-20-2023 1. Sheet 4/5 Interior bearig wall indicates 1/2" rods both sides of door. Only one installed. Please install as per plans or provide engineering letter ot building department and have o site. 2. A11 & A12 missing members. 3. Trusses D04 through D07 anchors not specified on drawings. 4. A01 through A08 anchors not installed as per truss connector schedule. 5. Engineering letter for fixed glass framing and front entry details needed prior to next inspection.
ROOF SHEATHING / BRACES/TIES/DOWN CELL	06/09/2023	Disapproved - NO FEE	AGAETANO
Note: 6/6/2023 - PREVIOUS INSPECTION NOTES 06-06-2023 Drawings are a matted mess. Please provide a full set of approved, full size, readable dreings for all inspections. Please organize documents in the job box. 06-09-2023 1. Nook windows do not have headers. Please provide details for headers or engineering as installed. 2. Piggyback trusses not per plans. 3. Truss layout not on site. 4. Please expose front entry for small window attachment at CMU. Provide details. Inspection stopped.
ROOF SHEATHING	06/06/2023	APPROVED	AGAETANO
Note: 06-06-2023 Roof sheathing only is approved.
ROOF SHEATHING / BRACES/TIES/DOWN CELL	06/06/2023	Disapproved - NO FEE	AGAETANO
Note: 06-06-2023 Drawings are a matted mess. Please provide a full set of approved, full size, readable dreings for all inspections. Please organize documents in the job box.
TIE BEAM / LINTEL	05/10/2023	APPROVED	AGAETANO
FOUND SURVEY APPROVED (OFFICE)	03/08/2023	APPROVED	TBAKER
MONOLITHIC SLAB	02/27/2023	APPROVED	FWILLIS
Note: 2/24/2023 - PREVIOUS INSPECTION NOTES 02-24-2023 1. 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 visiblen 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). Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. 2. Root in slab. Please remove. Noted on drawings. 3. Please tamp area noted on drawings. Inspection stopped. Not ready for inspection.
MONOLITHIC SLAB	02/24/2023	Disapproved -FEE REQUIRED	AGAETANO
Note: 02-24-2023 1. 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 visiblen 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). Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. 2. Root in slab. Please remove. Noted on drawings. 3. Please tamp area noted on drawings. Inspection stopped. Not ready for inspection.
PLUMBING 1ST ROUGH UNDERGROUND	02/21/2023	APPROVED	MGIBSON
WATER METER INSTALLATION REQUEST	02/16/2023	APPROVED	TSCHWEERS

Review History

Department	Status	Date In	Date Out
BADMIN	INFORMATION	03/12/2024	03/12/2024
Note: Marked INFORMATION By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM other inspections needed
ENGIN1	COMPLETE	01/23/2024	01/24/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
BLD	COMPLETE	12/27/2023	12/28/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
SW1	COMPLETE	12/27/2023	01/04/2024
Note: Released By: JEFF CREWS - - JCREWS@PALMCOASTGOV.COM
ZON	COMPLETE	12/27/2023	12/27/2023
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
MECH	COMPLETE	07/21/2023	07/24/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
BLD	COMPLETE	07/12/2023	07/17/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
MECH	HOLD	07/12/2023	07/13/2023
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM 1. Energy Calcs need to be signed by the owner/ owner agent below the preparer per R103.1.1.2 FBC Energy Conservation 2020 7Th edition 2. Duct layout needs to be signed by the AC contractor per 107.1 FBC Residential 2020 7th Edition Upload all documents as one file. named Energy Calcs
BLD	COMPLETE	05/03/2023	05/03/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	COMPLETE	03/07/2023	03/08/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	03/07/2023	03/07/2023
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
MECH	COMPLETE	12/22/2022	12/22/2022
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
ELEC	COMPLETE	12/22/2022	12/22/2022
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
SW1	COMPLETE	12/22/2022	01/04/2023
Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM
ELEC	COMPLETE	12/21/2022	12/21/2022
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
MECH	HOLD	12/21/2022	12/21/2022
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Duct layout needs to be signed by the AC contractor
ZON	COMPLETE	12/21/2022	12/21/2022
Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM
BLD	COMPLETE	12/21/2022	12/21/2022
Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM
ENGIN1	COMPLETE	12/21/2022	12/21/2022
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
BLD	HOLD	12/14/2022	12/16/2022
Note: Held By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM All comments below per the 2020 Florida Building Code REVIEW COMMENTS: 1. Provide product approval numbers for wood connectors and wood anchors. 2. Provide product approval number for rear glass doors
CUSVC	COMPLETE	12/14/2022	12/19/2022
Note: Released By: LISA ASBILL - - lasbill@palmcoastgov.com
ELEC	HOLD	12/14/2022	12/14/2022
Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM Submit electric load calcs
ENGIN1	COMPLETE	12/14/2022	12/14/2022
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
LOCATE	COMPLETE	12/14/2022	12/15/2022
Note: Released By: TONI CHURCHILL - -
MECH	HOLD	12/14/2022	12/14/2022
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM 1. Provide return air for library on duct layout. 2. Duct layout needs to be signed by the AC contractor
SW1	COMPLETE	12/14/2022	12/19/2022
Note: Released By: EDWARD MADISON - - EMADISON@PALMCOASTGOV.COM
ZON	HOLD	12/14/2022	12/15/2022
Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Plans and landscape plan show a door pad on the left side. Site plan must show this and it must meet a 5ft setback so it does not encroach in the 5ft utility easement
SWALE	COMPLETE	12/14/2022	03/30/2023
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
REINSPECTION RESIDENTIAL	¤40.00	03/27/2024
REINSPECTION RESIDENTIAL	¤40.00	03/17/2024
SW ENG - INSPECTION 20	¤20.00	03/17/2024
SW ENG - INSPECTION 20	¤20.00	03/17/2024
PLAN REVIEW - REVISION	¤32.50	03/17/2024
PLAN REVIEW - REVISION	¤32.50	03/17/2024
WATER- TURN ON	¤25.00	01/09/2023
ADJUSTMENT 50%	(¤623.93)	01/09/2023
ADMINISTRATIVE RESIDENTIAL	¤30.00	01/09/2023
INSPECTION - RESIDENTIAL	¤948.75	01/09/2023
PLAN REVIEW - RESIDENTIAL	¤269.10	01/09/2023
SW ENG INSPECTION 80	¤80.00	01/09/2023
SW ENG PRE APRON	¤30.00	01/09/2023
SW ENG - REVIEW 20	¤20.00	01/09/2023
SW ENG RES REVIEW 200	¤200.00	01/09/2023
TRANS IMPACT FEE ADMIN	¤52.92	01/09/2023
TRANS IMPACT FEE ADMIN	(¤52.92)	01/09/2023
SEWER CREDIT	(¤2,465.75)	01/09/2023
SEWER INSPECTION	¤25.00	01/09/2023
SEWER CAPITAL FACILITY	¤5,344.82	01/09/2023
WATER CAPITAL FACILITY FEE	¤3,923.88	01/09/2023
SITE PLAN 30	¤30.00	01/09/2023
CONNECTION FEES	¤1,166.26	01/09/2023
FIRE IMPACT FEE ADMIN	¤12.62	01/09/2023
FIRE IMPACT FEE ADMIN	(¤12.62)	01/09/2023
FC IMPACT FEE EMS	¤62.00	01/09/2023
IMPACT FEE FIRE	¤420.52	01/09/2023
FC IMPACT FEE LAW ENFORCEMENT	¤218.00	01/09/2023
FC IMPACT FEE LIBRARY	¤268.00	01/09/2023
IMPACT FEE PARKS	¤1,769.15	01/09/2023
IMPACT FEE SCHOOL	¤5,450.00	01/09/2023
IMPACT FEE TRANSPORTATION	¤1,764.00	01/09/2023
WATER -IRRIGATION INSPECTION	¤25.00	01/09/2023
PARKS IMPACT FEE ADMIN	¤53.07	01/09/2023
PARKS IMPACT FEE ADMIN	(¤53.07)	01/09/2023
SURCHARGE FS 533.721	¤3.95	01/09/2023
SURCHARGE - FS 468.631	¤5.92	01/09/2023
SW ENG - FOUNDATION SURVEY	¤20.00	01/09/2023
Fees	Total Due: ¤0.00	Total Paid: ¤19,194.67