Status: COED

Parcel Id: 07-11-31-7057-00170-0030

CONDITIONED SPACE: 2306 sqft

GARAGE: 466 sqft

OPENED PORCH (WITH ROOF) : 170 sqft

Total Square Footage: 2942 sqft

Block: 00170

Subdivision: -

Job Phone: 831-383-2883

Location Address: 74 UHL PATH

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 01/24/2024

NOC: RECORDED

Applicant name: EDWARD LEE DAUBERT JR

Owner: FLORIDA SUN PARTNERS II LLC

Address 6751 FORUM DRIVE SUITE 210 ORLANDO, FL 32821

Lot: 0030

Contracted Stated Job Value: ¤220,324.00

Job Description: Single Family Residence

Type: CN

Contractor

BRITE BUILDING GROUP LLC

Status	Location Address	State License Number	Phone
ACTIVE	6751 FORUM DRIVE SUITE 210 ORLANDO, FL 32821	CBC1266303 (Exp: 08/31/2026)	831-383-2883

Sub Contractors

DUSTIN L ESTEP

Status	Location Address	State License Number	Phone	Fax
ACTIVE	2041 N HIAWASSEE RD APOPKA, FL 32703	CCC1330971 (Exp: 08/31/2026)	407-702-0206	352-988-6629

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

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

JASON LEE JAMES

Status	Location Address	State License Number	Phone
ACTIVE	217 N WESTMONTE DR SUITE 1007 ALTAMONTE SPRINGS, FL 32714	CFC1430061 (Exp: 08/31/2026)	407-404-4000

Inspection History

Type	Request Date	Result	Inspector
BLD - BUILDING FINAL	08/29/2024	FINAL APPROVED	BTAYLOR
Note: 8/28/2024 - PREVIOUS INSPECTION NOTES 8-28-24 1. Missing air registerin den and back porch. 2. No shower heads in any of the bathrooms. 3. Tile is not complete in master water closet.
ROW - STORMWATER FINAL	08/29/2024	APPROVED	FSLADISH
Note: 8/29/24 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. __________________________________________________________________________________________________________________ 8/28/2024 - PREVIOUS INSPECTION NOTES 8/28/24 CULVERT PIPE IS FULL OF DIRT AT THE TIME OF THIS INSPECTION. THE ENTIRE PIPE WILL NEED TO BE CLEANED OUT TO ALLOW FLOW BEFORE ROW FINAL PASSAGE. I AM NOT GOING TO FEE YOU TODAT AS I WAS ALREADY HERE FOR YOUR AFTERPOUR INSPECTION. PHOTO FOR REFERENCE _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 8/27/24 UPON WALKING THE PROPERTY DETERMINED THAT DRAINAGE WILL WORK. 8/27/24 AFTER CONFERRING WITH DAN CM AND PARREN WE HAVE MADE A DETERMINATION TO ALLOW THE DRAINGE PATTERN AS INDICATED ON THE FINAL SURVEY. APPROVING THIS AS NOTED. Inspector Notes from Inspection 9463 8/27/24 AFTER CONFERRING WITH DAN CM AND PARREN WE HAVE MADE A DETERMINATION TO ALLOW THE DRAINGE PATTERN AS INDICATED ON THE FINAL SURVEY. APPROVING THIS AS NOTED. _________________________________________________________________________________________________________________________ 8/15/2024 - PREVIOUS INSPECTION NOTES 8/15/24 YOUR SURVEY SHOWS YOUR UHL PATH FRONT SWALE DRAINING UPHILL. Swale must flow in the right direction Sec. 300.01.c1 Sec. 300.01 c1The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus a tenth of a foot and must demonstrate positive fall in the direction described in the swale plan. Inspector Notes from Inspection 9270 YOUR SITE PLAN SHOWS A BERM IN THE REAR YOUR FINAL SURVEY SHOWS REAR DRAINAGE RUNNING STRAIGHT DOWN ONTO THE REAR ADJOINING PROPERTY. YOU CANNOT DRAIN ON TO ADJOINING PROPERTY CAUSING ADVERSE DRAINAGE. Rear yard will be drained Section 300.01 Section 300.01.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. Flooding or draining onto adjacent properties will not be allowed. 6/13/24 PIPE ELEVATION GOOD. READY TO POUR AT THE TIME OF THIS INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS 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. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. 8/26/2024 - PREVIOUS INSPECTION NOTES
U -UTILITY RESIDENTIAL FINAL	08/28/2024	FINAL APPROVED	BWRIGHT
ROW - STORMWATER FINAL	08/28/2024	Disapproved - NO FEE	FSLADISH
Note: 8/28/24 CULVERT PIPE IS FULL OF DIRT AT THE TIME OF THIS INSPECTION. THE ENTIRE PIPE WILL NEED TO BE CLEANED OUT TO ALLOW FLOW BEFORE ROW FINAL PASSAGE. I AM NOT GOING TO FEE YOU TODAT AS I WAS ALREADY HERE FOR YOUR AFTERPOUR INSPECTION. PHOTO FOR REFERENCE _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 8/27/24 UPON WALKING THE PROPERTY DETERMINED THAT DRAINAGE WILL WORK. 8/27/24 AFTER CONFERRING WITH DAN CM AND PARREN WE HAVE MADE A DETERMINATION TO ALLOW THE DRAINGE PATTERN AS INDICATED ON THE FINAL SURVEY. APPROVING THIS AS NOTED. Inspector Notes from Inspection 9463 8/27/24 AFTER CONFERRING WITH DAN CM AND PARREN WE HAVE MADE A DETERMINATION TO ALLOW THE DRAINGE PATTERN AS INDICATED ON THE FINAL SURVEY. APPROVING THIS AS NOTED. _________________________________________________________________________________________________________________________ 8/15/2024 - PREVIOUS INSPECTION NOTES 8/15/24 YOUR SURVEY SHOWS YOUR UHL PATH FRONT SWALE DRAINING UPHILL. Swale must flow in the right direction Sec. 300.01.c1 Sec. 300.01 c1The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus a tenth of a foot and must demonstrate positive fall in the direction described in the swale plan. Inspector Notes from Inspection 9270 YOUR SITE PLAN SHOWS A BERM IN THE REAR YOUR FINAL SURVEY SHOWS REAR DRAINAGE RUNNING STRAIGHT DOWN ONTO THE REAR ADJOINING PROPERTY. YOU CANNOT DRAIN ON TO ADJOINING PROPERTY CAUSING ADVERSE DRAINAGE. Rear yard will be drained Section 300.01 Section 300.01.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. Flooding or draining onto adjacent properties will not be allowed. 6/13/24 PIPE ELEVATION GOOD. READY TO POUR AT THE TIME OF THIS INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS 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. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. 8/26/2024 - PREVIOUS INSPECTION NOTES
BLD - BUILDING FINAL	08/28/2024	Disapproved - NO FEE	BTAYLOR
Note: 8-28-24 1. Missing air registerin den and back porch. 2. No shower heads in any of the bathrooms. 3. Tile is not complete in master water closet.
U-CROSS CONNECTION	08/28/2024	APPROVED - AS NOTED	BWRIGHT
Note: IRR with potable water. PVB in place. No CC.
ROW - FINAL APRON (AFTER POUR)	08/28/2024	APPROVED	FSLADISH
Note: 8/28/24 PIPE ELEVATION GOOD. CUTS MADE. CULVERT FULL OF DIRT (HOLD ONROW FINAL) HOT PATCH ROAD REPAIRS COMPLETED AT THE TIME OF THIS INSPECTION. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 8/27/24 UPON WALKING THE PROPERTY DETERMINED THAT DRAINAGE WILL WORK. 8/27/24 AFTER CONFERRING WITH DAN CM AND PARREN WE HAVE MADE A DETERMINATION TO ALLOW THE DRAINGE PATTERN AS INDICATED ON THE FINAL SURVEY. APPROVING THIS AS NOTED. Inspector Notes from Inspection 9463 8/27/24 AFTER CONFERRING WITH DAN CM AND PARREN WE HAVE MADE A DETERMINATION TO ALLOW THE DRAINGE PATTERN AS INDICATED ON THE FINAL SURVEY. APPROVING THIS AS NOTED. _________________________________________________________________________________________________________________________ 8/15/2024 - PREVIOUS INSPECTION NOTES 8/15/24 YOUR SURVEY SHOWS YOUR UHL PATH FRONT SWALE DRAINING UPHILL. Swale must flow in the right direction Sec. 300.01.c1 Sec. 300.01 c1The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus a tenth of a foot and must demonstrate positive fall in the direction described in the swale plan. Inspector Notes from Inspection 9270 YOUR SITE PLAN SHOWS A BERM IN THE REAR YOUR FINAL SURVEY SHOWS REAR DRAINAGE RUNNING STRAIGHT DOWN ONTO THE REAR ADJOINING PROPERTY. YOU CANNOT DRAIN ON TO ADJOINING PROPERTY CAUSING ADVERSE DRAINAGE. Rear yard will be drained Section 300.01 Section 300.01.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. Flooding or draining onto adjacent properties will not be allowed. 6/13/24 PIPE ELEVATION GOOD. READY TO POUR AT THE TIME OF THIS INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS 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. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. 8/26/2024 - PREVIOUS INSPECTION NOTES
ROW- FINAL SURVEY/GRADING CERTIFICATION	08/27/2024	APPROVED - AS NOTED	FSLADISH
Note: 8/27/24 AFTER CONFERRING WITH DAN CM AND PARREN WE HAVE MADE A DETERMINATION TO ALLOW THE DRAINGE PATTERN AS INDICATED ON THE FINAL SURVEY. APPROVING THIS AS NOTED. _________________________________________________________________________________________________________________________ 8/15/2024 - PREVIOUS INSPECTION NOTES 8/15/24 YOUR SURVEY SHOWS YOUR UHL PATH FRONT SWALE DRAINING UPHILL. Swale must flow in the right direction Sec. 300.01.c1 Sec. 300.01 c1The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus a tenth of a foot and must demonstrate positive fall in the direction described in the swale plan. Inspector Notes from Inspection 9270 YOUR SITE PLAN SHOWS A BERM IN THE REAR YOUR FINAL SURVEY SHOWS REAR DRAINAGE RUNNING STRAIGHT DOWN ONTO THE REAR ADJOINING PROPERTY. YOU CANNOT DRAIN ON TO ADJOINING PROPERTY CAUSING ADVERSE DRAINAGE. Rear yard will be drained Section 300.01 Section 300.01.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. Flooding or draining onto adjacent properties will not be allowed. 6/13/24 PIPE ELEVATION GOOD. READY TO POUR AT THE TIME OF THIS INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS 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. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour.
ROW FIELD SURVEY /GRADING CERTIFICATION	08/27/2024	APPROVED - AS NOTED	FSLADISH
Note: 8/27/24 UPON WALKING THE PROPERTY DETERMINED THAT DRAINAGE WILL WORK. 8/27/24 AFTER CONFERRING WITH DAN CM AND PARREN WE HAVE MADE A DETERMINATION TO ALLOW THE DRAINGE PATTERN AS INDICATED ON THE FINAL SURVEY. APPROVING THIS AS NOTED. Inspector Notes from Inspection 9463 8/27/24 AFTER CONFERRING WITH DAN CM AND PARREN WE HAVE MADE A DETERMINATION TO ALLOW THE DRAINGE PATTERN AS INDICATED ON THE FINAL SURVEY. APPROVING THIS AS NOTED. _________________________________________________________________________________________________________________________ 8/15/2024 - PREVIOUS INSPECTION NOTES 8/15/24 YOUR SURVEY SHOWS YOUR UHL PATH FRONT SWALE DRAINING UPHILL. Swale must flow in the right direction Sec. 300.01.c1 Sec. 300.01 c1The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus a tenth of a foot and must demonstrate positive fall in the direction described in the swale plan. Inspector Notes from Inspection 9270 YOUR SITE PLAN SHOWS A BERM IN THE REAR YOUR FINAL SURVEY SHOWS REAR DRAINAGE RUNNING STRAIGHT DOWN ONTO THE REAR ADJOINING PROPERTY. YOU CANNOT DRAIN ON TO ADJOINING PROPERTY CAUSING ADVERSE DRAINAGE. Rear yard will be drained Section 300.01 Section 300.01.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. Flooding or draining onto adjacent properties will not be allowed. 6/13/24 PIPE ELEVATION GOOD. READY TO POUR AT THE TIME OF THIS INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS 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. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. 8/26/2024 - PREVIOUS INSPECTION NOTES
ROW FIELD SURVEY /GRADING CERTIFICATION	08/26/2024	CANCELLED BY APPLICANT	FSLADISH
ROW- FINAL SURVEY/GRADING CERTIFICATION	08/15/2024	Disapproved - NO FEE	FSLADISH
Note: 8/15/24 YOUR SURVEY SHOWS YOUR UHL PATH FRONT SWALE DRAINING UPHILL. Swale must flow in the right direction Sec. 300.01.c1 Sec. 300.01 c1The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus a tenth of a foot and must demonstrate positive fall in the direction described in the swale plan. Inspector Notes from Inspection 9270 YOUR SITE PLAN SHOWS A BERM IN THE REAR YOUR FINAL SURVEY SHOWS REAR DRAINAGE RUNNING STRAIGHT DOWN ONTO THE REAR ADJOINING PROPERTY. YOU CANNOT DRAIN ON TO ADJOINING PROPERTY CAUSING ADVERSE DRAINAGE. Rear yard will be drained Section 300.01 Section 300.01.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. Flooding or draining onto adjacent properties will not be allowed. 6/13/24 PIPE ELEVATION GOOD. READY TO POUR AT THE TIME OF THIS INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS 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. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour.
ELECTRIC - EARLY POWER	07/31/2024	APPROVED - AS NOTED	BTAYLOR
Note: 7-31-24 1. Emailed FPL at 3:06.
FLOOR / WALL PENETRATION	07/25/2024	APPROVED	BTAYLOR
ELECTRIC-TUG	06/27/2024	APPROVED	RMARTIN
Note: 4/24/2024 - PREVIOUS INSPECTION NOTES 4-24-24 1. Wire and ground chase are not strapped to house
GRAVITY SEWER TEST	06/13/2024	APPROVED - AS NOTED	MGIBSON
Note: Inspector Notes from Inspection 2060 3/28/2024 - PREVIOUS INSPECTION NOTES NO TEST ON WASTE ANDVENT SYSTEM, NO TEST ON WATER DISTRIBUTION LINES AND THE DISTRIBUTION AND WASTE AND VENT ARE QUESTIONABLE AS FAR AS DEPTHTH FOR CONCRETE COVERAGE. NEED TO CHANGE PLUMBING SUB-CONTRACTOR TO CORRECT ONE, ALSO WILL CHECK COVERAGE AT SLAB INSPECTION FOR WATER DISTRIBUTION LINES AND WASTE IN GARAGE AREA AND GUEST BATHROOM THIS WAS A VIRTUAL INSPECTION
U - SEWER TIE IN	06/13/2024	APPROVED - AS NOTED	MGIBSON
Note: Inspector Notes from Inspection 2060 3/28/2024 - PREVIOUS INSPECTION NOTES NO TEST ON WASTE ANDVENT SYSTEM, NO TEST ON WATER DISTRIBUTION LINES AND THE DISTRIBUTION AND WASTE AND VENT ARE QUESTIONABLE AS FAR AS DEPTHTH FOR CONCRETE COVERAGE. NEED TO CHANGE PLUMBING SUB-CONTRACTOR TO CORRECT ONE, ALSO WILL CHECK COVERAGE AT SLAB INSPECTION FOR WATER DISTRIBUTION LINES AND WASTE IN GARAGE AREA AND GUEST BATHROOM THIS WAS A VIRTUAL INSPECTION
ROW- PRE-APRON (PRE-POUR)	06/13/2024	APPROVED - AS NOTED	FSLADISH
Note: 6/13/24 PIPE ELEVATION GOOD. READY TO POUR AT THE TIME OF THIS INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS 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. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour.
INSULATION	05/17/2024	APPROVED	BTAYLOR
LATH/BRICK/ WATER BARRIER	05/13/2024	APPROVED	BTAYLOR
Note: Inspector Notes from Inspection 2420 5-9-24 1. Electrical panel needs metal plug in top. 2. Where electrical panel is framed in needs fire blocking at the top plate. 3. Windows do not have matching florida approval numbers. Check at insulation.
ALL ROUGH	05/09/2024	APPROVED - AS NOTED	BTAYLOR
Note: 5-9-24 1. Electrical panel needs metal plug in top. 2. Where electrical panel is framed in needs fire blocking at the top plate. 3. Windows do not have matching florida approval numbers. Check at insulation.
ROOF VALLEY & METAL	05/02/2024	APPROVED	BTAYLOR
Note: Inspector Notes from Inspection 2460 4-26-24 1. Missing engineering.
WALL SHEATHING	04/26/2024	APPROVED	BTAYLOR
ROOF SHEATHING / BRACES/TIES/DOWN CELL	04/26/2024	APPROVED - AS NOTED	BTAYLOR
Note: 4-26-24 1. Missing engineering.
ELECTRIC-TUG	04/24/2024	Disapproved - NO FEE	BTAYLOR
Note: 4-24-24 1. Wire and ground chase are not strapped to house
TIE BEAM / LINTEL	04/16/2024	APPROVED	BTAYLOR
Note: 4/15/2024 - PREVIOUS INSPECTION NOTES 4/11/2024 - PREVIOUS INSPECTION NOTES 4-11-24 1. Majority of drills pulled out . 2. Mud beds exceed 1/2" max depth. All are circled on plans. 4-15-24 1. 1 of the three dowels pulled again. Circled on plans.
TIE BEAM / LINTEL	04/15/2024	Disapproved - NO FEE	BTAYLOR
Note: 4/11/2024 - PREVIOUS INSPECTION NOTES 4-11-24 1. Majority of drills pulled out . 2. Mud beds exceed 1/2" max depth. All are circled on plans. 4-15-24 1. 1 of the three dowels pulled again. Circled on plans.
FOUND SURVEY APPROVED (OFFICE)	04/15/2024	APPROVED	TDOAK
TIE BEAM / LINTEL	04/11/2024	Disapproved -FEE REQUIRED	BTAYLOR
Note: 4-11-24 1. Majority of drills pulled out . 2. Mud beds exceed 1/2" max depth. All are circled on plans.
MONOLITHIC SLAB	04/03/2024	APPROVED	BTAYLOR
PLUMBING 1ST ROUGH UNDERGROUND	04/01/2024	APPROVED - AS NOTED	MGIBSON
Note: 3/28/2024 - PREVIOUS INSPECTION NOTES NO TEST ON WASTE ANDVENT SYSTEM, NO TEST ON WATER DISTRIBUTION LINES AND THE DISTRIBUTION AND WASTE AND VENT ARE QUESTIONABLE AS FAR AS DEPTHTH FOR CONCRETE COVERAGE. NEED TO CHANGE PLUMBING SUB-CONTRACTOR TO CORRECT ONE, ALSO WILL CHECK COVERAGE AT SLAB INSPECTION FOR WATER DISTRIBUTION LINES AND WASTE IN GARAGE AREA AND GUEST BATHROOM
PLUMBING 1ST ROUGH UNDERGROUND	03/28/2024	Disapproved -FEE REQUIRED	MGIBSON
Note: NO TEST ON WASTE ANDVENT SYSTEM, NO TEST ON WATER DISTRIBUTION LINES AND THE DISTRIBUTION AND WASTE AND VENT ARE QUESTIONABLE AS FAR AS DEPTHTH FOR CONCRETE COVERAGE
WATER METER INSTALLATION REQUEST	03/07/2024	APPROVED	CBOWERMASTER

Review History

Department	Status	Date In	Date Out
ENGIN1	COMPLETE	08/23/2024	08/23/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
SW1	COMPLETE	08/23/2024	08/26/2024
Note: Released By: JOHN HOWARD - - JHOWARD@PALMCOASTGOV.COM SW1 completed review is contingent on stormwater inspector's approval of the final survey. A failed final survey inspection and/or a revised site plan indicating any significant change in drainage patterns and elevations negatively impacting neighboring lots, or the structure will result in a HOLD
ZON	COMPLETE	08/23/2024	08/23/2024
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
ZON	COMPLETE	07/10/2024	07/10/2024
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
BLD	COMPLETE	05/13/2024	05/17/2024
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM KS
MECH	COMPLETE	04/29/2024	05/02/2024
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
ENGIN1	COMPLETE	04/15/2024	04/15/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	04/15/2024	04/15/2024
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
ZON	COMPLETE	01/03/2024	01/03/2024
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
BLD	COMPLETE	01/03/2024	01/05/2024
Note: Released By: JPI
ZON	HOLD	12/21/2023	12/21/2023
Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Front elevation not submitted last one was rejected
BLD	COMPLETE	12/21/2023	12/27/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ZON	HOLD	12/11/2023	12/11/2023
Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM New plans missing the elevation pages Window facing right of way must have banding. Left side facing street.
ZON	HOLD	10/04/2023	10/05/2023
Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Walkway material missing from site plan/survey Window facing row must have banding. Left side facing street.
MECH	COMPLETE	10/04/2023	10/05/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
BLD	COMPLETE	10/04/2023	10/09/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
CUSVC	COMPLETE	10/04/2023	10/05/2023
Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM
ELEC	COMPLETE	10/04/2023	10/09/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	COMPLETE	10/04/2023	10/05/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
GAS	CANCEL	10/04/2023	10/05/2023
LOCATE	COMPLETE	10/04/2023	10/06/2023
Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM
SW1	COMPLETE	10/04/2023	10/05/2023
Note: Released By: EDWARD MADISON - (386)986-4770 - EMADISON@PALMCOASTGOV.COM
BLD	COMPLETE	08/03/2023	08/10/2023
Note: Released By: JPI
CUSVC	COMPLETE	08/03/2023	08/07/2023
Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM
ELEC	COMPLETE	08/03/2023	08/03/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	COMPLETE	08/03/2023	08/03/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
GAS	CANCEL	08/03/2023	08/04/2023
LOCATE	COMPLETE	08/03/2023	08/08/2023
Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM
MECH	HOLD	08/03/2023	08/04/2023
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Direction house faces on Energy Calcs does not match the site plan. Revise to match per R405.4.2.1 FBC Energy Conservation 2020 7Th Edition
SW1	COMPLETE	08/03/2023	08/09/2023
Note: Released By: GABRIEL BERTOLA - (386)986-7660 - GBERTOLA@PALMCOASTGOV.COM
ZON	HOLD	08/03/2023	08/03/2023
Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Legal description missing on site plan/survey Flood panel number missing on site plan/survey Walkway material missing from site plan/survey Window facing row must have banding. Left side facing street.
BADMIN	COMPLETE	08/03/2023	08/11/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
SWALE	COMPLETE	08/03/2023	09/19/2023
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
PLAN REVIEW - REVISION	¤32.50	08/29/2024
REINSPECTION RESIDENTIAL	¤40.00	08/29/2024
REINSPECTION RESIDENTIAL	¤40.00	04/02/2024
CONTRACTOR CHANGE	¤20.00	04/02/2024
CONTRACTOR CHANGE	¤20.00	04/02/2024
CONTRACTOR CHANGE	¤20.00	04/02/2024
FC IMPACT FEE EMS	¤62.00	01/24/2024
IMPACT FEE FIRE	¤428.09	01/24/2024
FC IMPACT FEE LAW ENFORCEMENT	¤218.00	01/24/2024
FC IMPACT FEE LIBRARY	¤268.00	01/24/2024
IMPACT FEE PARKS	¤1,800.99	01/24/2024
IMPACT FEE SCHOOL	¤5,450.00	01/24/2024
IMPACT FEE TRANSPORTATION	¤1,812.00	01/24/2024
WATER -IRRIGATION INSPECTION	¤25.00	01/24/2024
SURCHARGE FS 533.721	¤2.93	01/24/2024
SURCHARGE - FS 468.631	¤4.39	01/24/2024
SW ENG - FOUNDATION SURVEY	¤20.00	01/24/2024
SW ENG INSPECTION 80	¤80.00	01/24/2024
SW ENG PRE APRON	¤30.00	01/24/2024
SW ENG - REVIEW 20	¤20.00	01/24/2024
SW ENG RES REVIEW 200	¤200.00	01/24/2024
SEWER CREDIT	(¤2,501.34)	01/24/2024
SEWER INSPECTION	¤25.00	01/24/2024
SEWER CAPITAL FACILITY	¤5,344.82	01/24/2024
WATER CREDIT	(¤125.79)	01/24/2024
WATER CAPITAL FACILITY FEE	¤3,923.88	01/24/2024
SITE PLAN 30	¤30.00	01/24/2024
CONNECTION FEES	¤1,166.26	01/24/2024
CONTRACTOR CHANGE	¤20.00	01/24/2024
WATER- TURN ON	¤25.00	01/24/2024
ADJUSTMENT 50%	(¤512.73)	01/24/2024
ADMINISTRATIVE RESIDENTIAL	¤30.00	01/24/2024
INSPECTION - RESIDENTIAL	¤775.50	01/24/2024
PLAN REVIEW - RESIDENTIAL	¤219.96	01/24/2024
Fees	Total Due: ¤0.00	Total Paid: ¤19,014.46