Status: COED

Parcel Id: 07-11-31-7028-00210-0060

CONDITIONED SPACE: 1243 sqft

GARAGE: 425 sqft

OPENED PORCH (WITH ROOF) : 31 sqft

Total Square Footage: 1699 sqft

Block: 00210

Subdivision: 2199 - SECTION 28-WYNNFIELD

Job Phone: 202-494-2019

Location Address: 18 POTOMAC DR

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 08/01/2023

NOC: RECORDED

Applicant name: GARY ANDREW FISCHER

Owner: INB FUND 2 LLC

Address 3670 MAGUIRE BOULEVARD SUITE 220 ORLANDO, FL 32803

Lot: 0060

Contracted Stated Job Value: ¤125,000.00

Job Description: SINGLE FAMILY RESIDENCE

Type: CN

Contractor

INB HOMES

Status	Location Address	Mailing Address	State License Number	Phone
ACTIVE	3670 MAGUIRE BLVD ORLANDO, FL 32803	SUITE 210 ORLANDO, FL 32803	CGC048746 (Exp: 08/31/2026)	407-476-8195

Sub Contractors

ROBERT MICHAEL RENNER

Status	Location Address	State License Number	Phone
ACTIVE	531 CODISCO WAY SANFORD, FL 32771	CAC051477 (Exp: 08/31/2026)	407-333-2665

HEATH EDWARD SANFORD

Status	Location Address	State License Number	Phone
ACTIVE	126 EAST END RD SAN MATEO, FL 32187	CFC1429896 (Exp: 08/31/2026)	386-871-8823

TERRY BRICE DICKERSON

Status	Location Address	State License Number	Phone
ACTIVE	4300 ST JOHN'S PARKWAY ALPHARETTA, GA 30009	CCC1326209 (Exp: 08/31/2026)	407-548-6733

JOSEPH C WRIGHT

Status	Location Address	Mailing Address	State License Number	Phone	Fax
ACTIVE	15 HARGROVE LANE PALM COAST, FL 32137	UNIT 3 D PALM COAST, FL 32137	EC13003278 (Exp: 08/31/2026)	386-447-9644	386-447-9633

Inspection History

Type	Request Date	Result	Inspector
BLD - BUILDING FINAL	02/06/2024	FINAL APPROVED	RSIMS
ROW - STORMWATER FINAL	02/02/2024	APPROVED - AS NOTED	FSLADISH
Note: 2/2/24 BERM ADJOINING LEFT SIDE PROPERTY IS ACCEPTABLE AT THE TIME OF THIS INSPECTION. CORRECTION COMPLETED. PASSING THIS AS NOTED. 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. _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9272 2/1/24 PIPE IS GOOD. CUTS MADE. CULVERT CLEAR. HOT PATCH COMPLETED. 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. ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 1/31/24 SPOKE WITH CM BILL AND LET HIM KNOW THAT THE BERM THEY PUT ON THE LEFT SIDE PROPERTY LINEWILL NEED TO BE BUILT UP HIGHER TO KEEP FROM NEGATIVELY AFFECTING THE NEIGHBOR ON THE LEFT. AS A COURTESY I AM PASSING THIS FIELD SURVEY AS NOTED SO THEY CAN MOVE FORWARD WITH INSPECTIONS, BUT THIS ISSUE WILL HAVE TO BE CORRECTED BEFORE ANY ROW FINAL WILL BE PASSED. MEETING WITH BILL AND GRADE GUY TOMORROW TO RESOLVE THIS CORRECTION. 1/29/2024 - PREVIOUS INSPECTION NOTES UPON WALKING PROPERTY DETERMINED YOU ARE NEGATIVELY AFFECTING YOUR NEIGHBOR ON THE LEFT SIDE WITH YOUR RUN OFF. YOU WILL NEED TO BUILD A BERM/INSIDE SWALE TO KEEP THE WATER ON YOUR PROPERTY AND MOVING FROM REAR TO FRONT SWALE. Stormwater back to front cannot drain onto the adjacent lots Sec 300.03 C1b Sec 300.04 b3 Sec 300.03 C1b The rear yard is required to drain to the front roadside swale, unless the Lot Grading Plan demonstrates an approved rear yard drainage system into an appropriate water body or outfall. Flooding or draining onto adjacent properties will not be allowed. _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 1/29/24 LEFT SIDE MAY BE AFFECTING NEIGHBOR, WILL INVESTIGATE ON FIELD SURVEY. APPOVING AS NOTED. Inspector Notes from Inspection 9270 12/19/23 READY TO POUR. CONTRACTOR ASSURED AT TIME OF INSPECTION ALL WATER WILL BE PUMPED BEFORE POURING. CORRECTION WERE MADE AT THE TIME FROM THE TIME OF THE INSPECTION 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS 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. 12/14/2023 - PREVIOUS INSPECTION NOTES 1) THERE ARE AREAS IN THE POURING AREA THAT DON'T GIVE THE MINIMUM 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. Sec 400.02 Sidewalks and driveways constructed within the City of Palm Coast shall be constructed with 3000 psi concrete and contain fiber or wire mesh. Sidewalk and driveways above the right of way shall be a minimum of 4" thick concrete. 2) NEED TO COMPACT ALL SOIL O THERE ARE NO HIGH SPOTS 3) NEED TO PUT DIRT ON OUT SIDE OF FORMS BOARDS SO CONCRETE WILL STAY IN POURING AREA
U -UTILITY RESIDENTIAL FINAL	02/01/2024	FINAL APPROVED	LFITZGERALD
Note: Inspector Notes from Inspection 9035 no irr-no cross connection
ROW - STORMWATER FINAL	02/01/2024	CANCELLED BY APPLICANT	FSLADISH
Note: Inspector Notes from Inspection 9465 1/31/24 SPOKE WITH CM BILL AND LET HIM KNOW THAT THE BERM THEY PUT ON THE LEFT SIDE PROPERTY LINEWILL NEED TO BE BUILT UP HIGHER TO KEEP FROM NEGATIVELY AFFECTING THE NEIGHBOR ON THE LEFT. AS A COURTESY I AM PASSING THIS FIELD SURVEY AS NOTED SO THEY CAN MOVE FORWARD WITH INSPECTIONS, BUT THIS ISSUE WILL HAVE TO BE CORRECTED BEFORE ANY ROW FINAL WILL BE PASSED. MEETING WITH BILL AND GRADE GUY TOMORROW TO RESOLVE THIS CORRECTION. 1/29/2024 - PREVIOUS INSPECTION NOTES UPON WALKING PROPERTY DETERMINED YOU ARE NEGATIVELY AFFECTING YOUR NEIGHBOR ON THE LEFT SIDE WITH YOUR RUN OFF. YOU WILL NEED TO BUILD A BERM/INSIDE SWALE TO KEEP THE WATER ON YOUR PROPERTY AND MOVING FROM REAR TO FRONT SWALE. Stormwater back to front cannot drain onto the adjacent lots Sec 300.03 C1b Sec 300.04 b3 Sec 300.03 C1b The rear yard is required to drain to the front roadside swale, unless the Lot Grading Plan demonstrates an approved rear yard drainage system into an appropriate water body or outfall. Flooding or draining onto adjacent properties will not be allowed. _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 1/29/24 LEFT SIDE MAY BE AFFECTING NEIGHBOR, WILL INVESTIGATE ON FIELD SURVEY. APPOVING AS NOTED. Inspector Notes from Inspection 9270 12/19/23 READY TO POUR. CONTRACTOR ASSURED AT TIME OF INSPECTION ALL WATER WILL BE PUMPED BEFORE POURING. CORRECTION WERE MADE AT THE TIME FROM THE TIME OF THE INSPECTION 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS 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. 12/14/2023 - PREVIOUS INSPECTION NOTES 1) THERE ARE AREAS IN THE POURING AREA THAT DON'T GIVE THE MINIMUM 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. Sec 400.02 Sidewalks and driveways constructed within the City of Palm Coast shall be constructed with 3000 psi concrete and contain fiber or wire mesh. Sidewalk and driveways above the right of way shall be a minimum of 4" thick concrete. 2) NEED TO COMPACT ALL SOIL O THERE ARE NO HIGH SPOTS 3) NEED TO PUT DIRT ON OUT SIDE OF FORMS BOARDS SO CONCRETE WILL STAY IN POURING AREA
ROW - FINAL APRON (AFTER POUR)	02/01/2024	APPROVED - AS NOTED	FSLADISH
Note: 2/1/24 PIPE IS GOOD. CUTS MADE. CULVERT CLEAR. HOT PATCH COMPLETED. 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. ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 1/31/24 SPOKE WITH CM BILL AND LET HIM KNOW THAT THE BERM THEY PUT ON THE LEFT SIDE PROPERTY LINEWILL NEED TO BE BUILT UP HIGHER TO KEEP FROM NEGATIVELY AFFECTING THE NEIGHBOR ON THE LEFT. AS A COURTESY I AM PASSING THIS FIELD SURVEY AS NOTED SO THEY CAN MOVE FORWARD WITH INSPECTIONS, BUT THIS ISSUE WILL HAVE TO BE CORRECTED BEFORE ANY ROW FINAL WILL BE PASSED. MEETING WITH BILL AND GRADE GUY TOMORROW TO RESOLVE THIS CORRECTION. 1/29/2024 - PREVIOUS INSPECTION NOTES UPON WALKING PROPERTY DETERMINED YOU ARE NEGATIVELY AFFECTING YOUR NEIGHBOR ON THE LEFT SIDE WITH YOUR RUN OFF. YOU WILL NEED TO BUILD A BERM/INSIDE SWALE TO KEEP THE WATER ON YOUR PROPERTY AND MOVING FROM REAR TO FRONT SWALE. Stormwater back to front cannot drain onto the adjacent lots Sec 300.03 C1b Sec 300.04 b3 Sec 300.03 C1b The rear yard is required to drain to the front roadside swale, unless the Lot Grading Plan demonstrates an approved rear yard drainage system into an appropriate water body or outfall. Flooding or draining onto adjacent properties will not be allowed. _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 1/29/24 LEFT SIDE MAY BE AFFECTING NEIGHBOR, WILL INVESTIGATE ON FIELD SURVEY. APPOVING AS NOTED. Inspector Notes from Inspection 9270 12/19/23 READY TO POUR. CONTRACTOR ASSURED AT TIME OF INSPECTION ALL WATER WILL BE PUMPED BEFORE POURING. CORRECTION WERE MADE AT THE TIME FROM THE TIME OF THE INSPECTION 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS 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. 12/14/2023 - PREVIOUS INSPECTION NOTES 1) THERE ARE AREAS IN THE POURING AREA THAT DON'T GIVE THE MINIMUM 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. Sec 400.02 Sidewalks and driveways constructed within the City of Palm Coast shall be constructed with 3000 psi concrete and contain fiber or wire mesh. Sidewalk and driveways above the right of way shall be a minimum of 4" thick concrete. 2) NEED TO COMPACT ALL SOIL O THERE ARE NO HIGH SPOTS 3) NEED TO PUT DIRT ON OUT SIDE OF FORMS BOARDS SO CONCRETE WILL STAY IN POURING AREA
ROW FIELD SURVEY /GRADING CERTIFICATION	01/31/2024	APPROVED - AS NOTED	FSLADISH
Note: 1/31/24 SPOKE WITH CM BILL AND LET HIM KNOW THAT THE BERM THEY PUT ON THE LEFT SIDE PROPERTY LINEWILL NEED TO BE BUILT UP HIGHER TO KEEP FROM NEGATIVELY AFFECTING THE NEIGHBOR ON THE LEFT. AS A COURTESY I AM PASSING THIS FIELD SURVEY AS NOTED SO THEY CAN MOVE FORWARD WITH INSPECTIONS, BUT THIS ISSUE WILL HAVE TO BE CORRECTED BEFORE ANY ROW FINAL WILL BE PASSED. MEETING WITH BILL AND GRADE GUY TOMORROW TO RESOLVE THIS CORRECTION. 1/29/2024 - PREVIOUS INSPECTION NOTES UPON WALKING PROPERTY DETERMINED YOU ARE NEGATIVELY AFFECTING YOUR NEIGHBOR ON THE LEFT SIDE WITH YOUR RUN OFF. YOU WILL NEED TO BUILD A BERM/INSIDE SWALE TO KEEP THE WATER ON YOUR PROPERTY AND MOVING FROM REAR TO FRONT SWALE. Stormwater back to front cannot drain onto the adjacent lots Sec 300.03 C1b Sec 300.04 b3 Sec 300.03 C1b The rear yard is required to drain to the front roadside swale, unless the Lot Grading Plan demonstrates an approved rear yard drainage system into an appropriate water body or outfall. Flooding or draining onto adjacent properties will not be allowed. _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 1/29/24 LEFT SIDE MAY BE AFFECTING NEIGHBOR, WILL INVESTIGATE ON FIELD SURVEY. APPOVING AS NOTED. Inspector Notes from Inspection 9270 12/19/23 READY TO POUR. CONTRACTOR ASSURED AT TIME OF INSPECTION ALL WATER WILL BE PUMPED BEFORE POURING. CORRECTION WERE MADE AT THE TIME FROM THE TIME OF THE INSPECTION 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS 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. 12/14/2023 - PREVIOUS INSPECTION NOTES 1) THERE ARE AREAS IN THE POURING AREA THAT DON'T GIVE THE MINIMUM 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. Sec 400.02 Sidewalks and driveways constructed within the City of Palm Coast shall be constructed with 3000 psi concrete and contain fiber or wire mesh. Sidewalk and driveways above the right of way shall be a minimum of 4" thick concrete. 2) NEED TO COMPACT ALL SOIL O THERE ARE NO HIGH SPOTS 3) NEED TO PUT DIRT ON OUT SIDE OF FORMS BOARDS SO CONCRETE WILL STAY IN POURING AREA
ROW- FINAL SURVEY/GRADING CERTIFICATION	01/29/2024	APPROVED - AS NOTED	FSLADISH
Note: 1/29/24 LEFT SIDE MAY BE AFFECTING NEIGHBOR, WILL INVESTIGATE ON FIELD SURVEY. APPOVING AS NOTED. Inspector Notes from Inspection 9270 12/19/23 READY TO POUR. CONTRACTOR ASSURED AT TIME OF INSPECTION ALL WATER WILL BE PUMPED BEFORE POURING. CORRECTION WERE MADE AT THE TIME FROM THE TIME OF THE INSPECTION 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS 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. 12/14/2023 - PREVIOUS INSPECTION NOTES 1) THERE ARE AREAS IN THE POURING AREA THAT DON'T GIVE THE MINIMUM 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. Sec 400.02 Sidewalks and driveways constructed within the City of Palm Coast shall be constructed with 3000 psi concrete and contain fiber or wire mesh. Sidewalk and driveways above the right of way shall be a minimum of 4" thick concrete. 2) NEED TO COMPACT ALL SOIL O THERE ARE NO HIGH SPOTS 3) NEED TO PUT DIRT ON OUT SIDE OF FORMS BOARDS SO CONCRETE WILL STAY IN POURING AREA
ROW FIELD SURVEY /GRADING CERTIFICATION	01/29/2024	Disapproved - NO FEE	FSLADISH
Note: UPON WALKING PROPERTY DETERMINED YOU ARE NEGATIVELY AFFECTING YOUR NEIGHBOR ON THE LEFT SIDE WITH YOUR RUN OFF. YOU WILL NEED TO BUILD A BERM/INSIDE SWALE TO KEEP THE WATER ON YOUR PROPERTY AND MOVING FROM REAR TO FRONT SWALE. Stormwater back to front cannot drain onto the adjacent lots Sec 300.03 C1b Sec 300.04 b3 Sec 300.03 C1b The rear yard is required to drain to the front roadside swale, unless the Lot Grading Plan demonstrates an approved rear yard drainage system into an appropriate water body or outfall. Flooding or draining onto adjacent properties will not be allowed. _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 1/29/24 LEFT SIDE MAY BE AFFECTING NEIGHBOR, WILL INVESTIGATE ON FIELD SURVEY. APPOVING AS NOTED. Inspector Notes from Inspection 9270 12/19/23 READY TO POUR. CONTRACTOR ASSURED AT TIME OF INSPECTION ALL WATER WILL BE PUMPED BEFORE POURING. CORRECTION WERE MADE AT THE TIME FROM THE TIME OF THE INSPECTION 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS 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. 12/14/2023 - PREVIOUS INSPECTION NOTES 1) THERE ARE AREAS IN THE POURING AREA THAT DON'T GIVE THE MINIMUM 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. Sec 400.02 Sidewalks and driveways constructed within the City of Palm Coast shall be constructed with 3000 psi concrete and contain fiber or wire mesh. Sidewalk and driveways above the right of way shall be a minimum of 4" thick concrete. 2) NEED TO COMPACT ALL SOIL O THERE ARE NO HIGH SPOTS 3) NEED TO PUT DIRT ON OUT SIDE OF FORMS BOARDS SO CONCRETE WILL STAY IN POURING AREA
U-CROSS CONNECTION	01/22/2024	APPROVED - AS NOTED	LFITZGERALD
Note: no irr-no cross connection
ELECTRIC - EARLY POWER	01/16/2024	APPROVED	RMARTIN
Note: 1/9/2024 - PREVIOUS INSPECTION NOTES 1/9/24: NO DUMPSTER ON SITE! YOU WILL NEED TO CLEAN UP ALL OF THE LOOSE TRASH & DEBRIS BLOWING INTO THE SWALE AND NEIGHBORING PROPERTIES. 1). Service feeds cannot be landed at Meter Panel for underground power prior to this 2190 EP Inspection. Previously noted. 1/8/2024 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2200 Emailed FPL @ 1416. Release Power 1-8-24 1. House is hot.
ELECTRIC - EARLY POWER	01/09/2024	Disapproved -FEE REQUIRED	RSIMS
Note: 1/9/24: NO DUMPSTER ON SITE! YOU WILL NEED TO CLEAN UP ALL OF THE LOOSE TRASH & DEBRIS BLOWING INTO THE SWALE AND NEIGHBORING PROPERTIES. 1). Service feeds cannot be landed at Meter Panel for underground power prior to this 2190 EP Inspection. Previously noted. 1/8/2024 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2200 Emailed FPL @ 1416. Release Power 1-8-24 1. House is hot.
ELECTRIC - EARLY POWER	01/08/2024	Disapproved - NO FEE	BTAYLOR
Note: Inspector Notes from Inspection 2200 Emailed FPL @ 1416. Release Power 1-8-24 1. House is hot.
ROW- PRE-APRON (PRE-POUR)	12/19/2023	APPROVED - AS NOTED	TPOLACEK
Note: 12/19/23 READY TO POUR. CONTRACTOR ASSURED AT TIME OF INSPECTION ALL WATER WILL BE PUMPED BEFORE POURING. CORRECTION WERE MADE AT THE TIME FROM THE TIME OF THE INSPECTION 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS 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. 12/14/2023 - PREVIOUS INSPECTION NOTES 1) THERE ARE AREAS IN THE POURING AREA THAT DON'T GIVE THE MINIMUM 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. Sec 400.02 Sidewalks and driveways constructed within the City of Palm Coast shall be constructed with 3000 psi concrete and contain fiber or wire mesh. Sidewalk and driveways above the right of way shall be a minimum of 4" thick concrete. 2) NEED TO COMPACT ALL SOIL O THERE ARE NO HIGH SPOTS 3) NEED TO PUT DIRT ON OUT SIDE OF FORMS BOARDS SO CONCRETE WILL STAY IN POURING AREA
ROW- PRE-APRON (PRE-POUR)	12/14/2023	Disapproved -FEE REQUIRED	PFLANAGAN
Note: 1) THERE ARE AREAS IN THE POURING AREA THAT DON'T GIVE THE MINIMUM 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. Sec 400.02 Sidewalks and driveways constructed within the City of Palm Coast shall be constructed with 3000 psi concrete and contain fiber or wire mesh. Sidewalk and driveways above the right of way shall be a minimum of 4" thick concrete. 2) NEED TO COMPACT ALL SOIL O THERE ARE NO HIGH SPOTS 3) NEED TO PUT DIRT ON OUT SIDE OF FORMS BOARDS SO CONCRETE WILL STAY IN POURING AREA
U - SEWER TIE IN	12/08/2023	APPROVED	MGIBSON
GRAVITY SEWER TEST	12/08/2023	APPROVED	MGIBSON
INSULATION	11/28/2023	APPROVED	KSANDOE
PEP TANK INSTALLATION REQUEST	11/28/2023	APPROVED	CBOWERMASTER
ALL ROUGH	11/22/2023	APPROVED	KSANDOE
Note: The conventional roof framing at front entry area. Install hold down straps at the ends of each jack rafter. See page S1.1 of the prints. Blocking will need to be installed between the trusses below to hold anchors, due to the rafters landing center of the trusses supported only by the osb. Check for correction at all rough inspection.
LATH/BRICK/ WATER BARRIER	11/21/2023	APPROVED	KSANDOE
ELECTRIC-TUG	11/20/2023	APPROVED - AS NOTED	KSANDOE
Note: Emailed FPL @ 1416. Release Power
ROOF VALLEY & METAL	11/13/2023	APPROVED	RSIMS
Note: Inspector Notes from Inspection 2460 1. Right side hip roof. Three of the vertically installed osb roof sheets have missed row of nailing. Check for correction at the roof valley metal inspection. 2. The conventional roof framing at front entry area. Install hold down straps at the ends of each jack rafter. See page S1.1 of the prints. Blocking will need to be installed between the trusses below to hold anchors, due to the rafters landing center of the trusses supported only by the osb. Check for correction at all rough inspection.
WALL SHEATHING	11/07/2023	APPROVED	JWALKER
ROOF SHEATHING / BRACES/TIES/DOWN CELL	11/07/2023	APPROVED - AS NOTED	JWALKER
Note: 1. Right side hip roof. Three of the vertically installed osb roof sheets have missed row of nailing. Check for correction at the roof valley metal inspection. 2. The conventional roof framing at front entry area. Install hold down straps at the ends of each jack rafter. See page S1.1 of the prints. Blocking will need to be installed between the trusses below to hold anchors, due to the rafters landing center of the trusses supported only by the osb. Check for correction at all rough inspection.
TIE BEAM / LINTEL	10/27/2023	APPROVED	KSANDOE
FOUND SURVEY APPROVED (OFFICE)	10/24/2023	APPROVED	TBAKER
MONOLITHIC SLAB	10/18/2023	APPROVED	KSANDOE
Note: 10/17/2023 - PREVIOUS INSPECTION NOTES Minimum slab depth not met at in place string line. Foundation retaining walls for rear porch need to be in place. Nothing to hold in concrete 10/16/2023 - PREVIOUS INSPECTION NOTES New inspection due to canceled inspection 10/11/2023 - PREVIOUS INSPECTION NOTES 1. Compaction test not posted. 2. Termite cert or letter of intent to treat is not posted. 3. Full slab area needs to be tamped. 4. Rear porch slab area steel does not have 3" clearance from the ground. Stopped inspection. 10-16-23 1. Footers need to be dug out.
MONOLITHIC SLAB	10/17/2023	Disapproved - NO FEE	KSANDOE
Note: Minimum slab depth not met at in place string line. Foundation retaining walls for rear porch need to be in place. Nothing to hold in concrete 10/16/2023 - PREVIOUS INSPECTION NOTES New inspection due to canceled inspection 10/11/2023 - PREVIOUS INSPECTION NOTES 1. Compaction test not posted. 2. Termite cert or letter of intent to treat is not posted. 3. Full slab area needs to be tamped. 4. Rear porch slab area steel does not have 3" clearance from the ground. Stopped inspection. 10-16-23 1. Footers need to be dug out.
MONOLITHIC SLAB	10/16/2023	Disapproved - NO FEE	BTAYLOR
Note: New inspection due to canceled inspection 10/11/2023 - PREVIOUS INSPECTION NOTES 1. Compaction test not posted. 2. Termite cert or letter of intent to treat is not posted. 3. Full slab area needs to be tamped. 4. Rear porch slab area steel does not have 3" clearance from the ground. Stopped inspection. 10-16-23 1. Footers need to be dug out.
MONOLITHIC SLAB	10/12/2023	CANCELLED BY APPLICANT	WEB
Note: 10/11/2023 - PREVIOUS INSPECTION NOTES 1. Compaction test not posted. 2. Termite cert or letter of intent to treat is not posted. 3. Full slab area needs to be tamped. 4. Rear porch slab area steel does not have 3" clearance from the ground. Stopped inspection.
MONOLITHIC SLAB	10/11/2023	Disapproved -FEE REQUIRED	JWALKER
Note: 1. Compaction test not posted. 2. Termite cert or letter of intent to treat is not posted. 3. Full slab area needs to be tamped. 4. Rear porch slab area steel does not have 3" clearance from the ground. Stopped inspection.
PLUMBING 1ST ROUGH UNDERGROUND	10/04/2023	APPROVED	KSANDOE
WATER METER INSTALLATION REQUEST	09/06/2023	APPROVED	CBOWERMASTER

Review History

Department	Status	Date In	Date Out
MECH	COMPLETE	11/16/2023	11/17/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
MECH	HOLD	11/15/2023	11/16/2023
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Provide duct layout
MECH	COMPLETE	11/09/2023	11/13/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
ENGIN1	COMPLETE	10/24/2023	10/24/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	10/24/2023	10/24/2023
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
ENGIN1	HOLD	10/12/2023	10/13/2023
Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Formboard survey is unacceptable as foundation survey, Please submit foundation survey showing location, dimensions and elevation of finished foundation/slab.
ZON	COMPLETE	10/12/2023	10/12/2023
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
ZON	COMPLETE	07/20/2023	07/21/2023
Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM
ZON	HOLD	07/18/2023	07/18/2023
Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Legend at the top of the landscape isn't complete with your color coded circles
BLD	COMPLETE	07/18/2023	07/19/2023
Note: Released By: JPI
BLD	HOLD	07/11/2023	07/16/2023
Note: Held By: JPI 1. Product 25103.2 R1 has been applied for on the DBPR website but has not been approved. Please select a different product.
CUSVC	COMPLETE	07/11/2023	07/11/2023
Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM
ELEC	COMPLETE	07/11/2023	07/13/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	COMPLETE	07/11/2023	07/11/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
GAS	CANCEL	07/11/2023	07/12/2023
LOCATE	COMPLETE	07/11/2023	07/13/2023
Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM
MECH	COMPLETE	07/11/2023	07/12/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
SW1	COMPLETE	07/11/2023	07/18/2023
Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM PLEASE MAKE A COMMON SWALE ON BOTH RIGHT AND LEFT PROPERTY LINES
ZON	HOLD	07/11/2023	07/12/2023
Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Please provide a landscape plan. One submitted is blank.
BADMIN	COMPLETE	07/11/2023	07/17/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
SWALE	COMPLETE	07/11/2023	08/17/2023
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	02/05/2024
PLAN REVIEW - REVISION	¤32.50	02/05/2024
REINSPECTION RESIDENTIAL	¤40.00	02/05/2024
REINSPECTION RESIDENTIAL	¤40.00	02/05/2024
SW ENG REINSPECTION 30	¤30.00	02/05/2024
SW ENG - REVIEW 20	¤20.00	08/01/2023
SW ENG RES REVIEW 200	¤200.00	08/01/2023
TRANS IMPACT FEE ADMIN	¤54.36	08/01/2023
TRANS IMPACT FEE ADMIN	(¤54.36)	08/01/2023
SEWER CREDIT	(¤2,465.75)	08/01/2023
SEWER INSPECTION	¤25.00	08/01/2023
SEWER CAPITAL FACILITY	¤5,344.82	08/01/2023
WATER CAPITAL FACILITY FEE	¤3,923.88	08/01/2023
SITE PLAN 30	¤30.00	08/01/2023
WATER- TURN ON	¤25.00	08/01/2023
ADJUSTMENT 50%	(¤292.11)	08/01/2023
ADMINISTRATIVE RESIDENTIAL	¤30.00	08/01/2023
INSPECTION - RESIDENTIAL	¤431.75	08/01/2023
PLAN REVIEW - RESIDENTIAL	¤122.46	08/01/2023
CONNECTION FEES	¤1,166.26	08/01/2023
FIRE IMPACT FEE ADMIN	¤12.62	08/01/2023
FIRE IMPACT FEE ADMIN	(¤12.62)	08/01/2023
FC IMPACT FEE EMS	¤62.00	08/01/2023
IMPACT FEE FIRE	¤420.52	08/01/2023
FC IMPACT FEE LAW ENFORCEMENT	¤218.00	08/01/2023
FC IMPACT FEE LIBRARY	¤268.00	08/01/2023
IMPACT FEE PARKS	¤1,769.15	08/01/2023
IMPACT FEE SCHOOL	¤5,450.00	08/01/2023
IMPACT FEE TRANSPORTATION	¤1,812.00	08/01/2023
WATER -IRRIGATION INSPECTION	¤25.00	08/01/2023
PARKS IMPACT FEE ADMIN	¤53.07	08/01/2023
PARKS IMPACT FEE ADMIN	(¤53.07)	08/01/2023
SURCHARGE FS 533.721	¤2.92	08/01/2023
SURCHARGE - FS 468.631	¤4.38	08/01/2023
SW ENG - FOUNDATION SURVEY	¤20.00	08/01/2023
SW ENG INSPECTION 80	¤80.00	08/01/2023
SW ENG PRE APRON	¤30.00	08/01/2023
Fees	Total Due: ¤0.00	Total Paid: ¤18,898.28