Status: COED

Parcel Id: 07-11-31-7028-00230-0060

GARAGE: 455 sqft

CONDITIONED SPACE: 1721 sqft

OPENED PORCH (WITH ROOF) : 110 sqft

OPENED PORCH (WITH ROOF) : 173 sqft

Total Square Footage: 2459 sqft

Block: 00230

Subdivision: 2199 - SECTION 28-WYNNFIELD

Job Phone: 631-929-5500

Location Address: 3 POTOMAC DR

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 04/15/2024

NOC: RECORDED

Applicant name: NICHOLAS JOHN ZOUMAS

Owner: ANDREW BLANCO AND DIANA M BARRY

Address 45 POPLAR DRIVE PALM COAST, FL 32164

Lot: 0060

Contracted Stated Job Value: ¤205,000.00

Job Description: Single Family Home

Type: CN

Contractor

JNS CONTRACTING FLORIDA, LLC

Status	Location Address	State License Number	Phone
ACTIVE	256 ROUTE 25A WADING RIVER, NY 11792	CGC1527793 (Exp: 08/31/2026)	631-929-5500

Sub Contractors

JOSEPH HORATIO STRADA JR

Status	Location Address	State License Number	Phone
ACTIVE	3400 ST JOHNS PARKWAY SANFORD, FL 32771	EC13003715 (Exp: 08/31/2026)	877-906-1113

JUAN CARLOS GONZALEZ

Status	Location Address	State License Number
ACTIVE	1328 COUNTY ROAD 308 CRESCENT CITY, FL 32112	RF11067806 (Exp: 08/31/2027)

TIMUR ISPARYAN

Status	Location Address	State License Number	Phone	Fax
ACTIVE	3665 SPRINK PARK ROAD JACKSONVILLE , FL 32207	CMC1249968 (Exp: 08/31/2026)	904-245-1818	904-337-1910

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

Inspection History

Type	Request Date	Result	Inspector
BLD - BUILDING FINAL	08/16/2024	FINAL APPROVED	KSANDOE
Note: 8/15/2024 - PREVIOUS INSPECTION NOTES
BLD - BUILDING FINAL	08/15/2024	CANCELLED BY APPLICANT	KSANDOE
ROW - FINAL APRON (AFTER POUR)	08/15/2024	APPROVED	FSLADISH
Note: 8/15/24 PIPE ELVATION IS GOOD. CUTS MADE. CULVERT CLEAR. HOT PATCH COMPLETED AT THE TIME OF THIS INSPECTION. At the time of the inspection all minimum city standards and requirements were met. Niether the Inspector nor the city is responsible if, for whatever reason, site conditions change over time after the Inspection. Inspector Notes from Inspection 9465 8/12/24 REQUIRED CORRECTIONS MADE AT THE TIME OF THIS INSPECTION. BARE AREA IN THE REAR AT PROPERTY LINE WILL NEED TO BE SODDED BEFORE ROW FINAL. APPROVING THIS FIELD SURVEY AS NOTED. ______________________________________________________________________________________________________________________ 8/1/2024 - PREVIOUS INSPECTION NOTES 08/01/24 TPOLACEK*** RIGHT SIDE ALONG FENCE LINE YOU MUST CREAT A 4-1 SLOPE. REAR PROPERTY LINE NEEDS TO BE RAISED TO PREVENT DRAINING INTO ADJACENT LOT TO THE REAR. 7 Rear Yard Drainage Sec 300.01(4,5,6) "Sec 300.01(4,5,6) The tolerance along side lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet." 11 4 to 1 slope at the property lines on improved lots Sec 300.03 C1c / Sec 300.04 b5 Sec 300.03 C1c All slopes must adjoin existing improved properties at no greater than a 4:1 slope. Slopes along developable vacant lots shall have a stabilized slope of no greater than 2:1, in expectation that eventually the vacant lot will be developed and graded to match the adjoining property elevation. 15 Negatively impact Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B)
ROW - STORMWATER FINAL	08/15/2024	APPROVED - AS NOTED	FSLADISH
Note: 8/15/24 At the time of the inspection all minimum city standards and requirements were met. Niether the Inspector nor the city is responsible if, for whatever reason, site conditions change over time after the Inspection. _______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 8/12/24 REQUIRED CORRECTIONS MADE AT THE TIME OF THIS INSPECTION. BARE AREA IN THE REAR AT PROPERTY LINE WILL NEED TO BE SODDED BEFORE ROW FINAL. APPROVING THIS FIELD SURVEY AS NOTED. ______________________________________________________________________________________________________________________ 8/1/2024 - PREVIOUS INSPECTION NOTES 08/01/24 TPOLACEK*** RIGHT SIDE ALONG FENCE LINE YOU MUST CREAT A 4-1 SLOPE. REAR PROPERTY LINE NEEDS TO BE RAISED TO PREVENT DRAINING INTO ADJACENT LOT TO THE REAR. 7 Rear Yard Drainage Sec 300.01(4,5,6) "Sec 300.01(4,5,6) The tolerance along side lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet." 11 4 to 1 slope at the property lines on improved lots Sec 300.03 C1c / Sec 300.04 b5 Sec 300.03 C1c All slopes must adjoin existing improved properties at no greater than a 4:1 slope. Slopes along developable vacant lots shall have a stabilized slope of no greater than 2:1, in expectation that eventually the vacant lot will be developed and graded to match the adjoining property elevation. 15 Negatively impact Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B)
U -UTILITY RESIDENTIAL FINAL	08/15/2024	FINAL APPROVED	LFITZGERALD
Note: Inspector Notes from Inspection 9035 *** NOTES ADDED BY LFITZGERALD 5/31/2024 2:34:44 PM *** no irr-no cross connection
ROW FIELD SURVEY /GRADING CERTIFICATION	08/12/2024	APPROVED - AS NOTED	FSLADISH
Note: 8/12/24 REQUIRED CORRECTIONS MADE AT THE TIME OF THIS INSPECTION. BARE AREA IN THE REAR AT PROPERTY LINE WILL NEED TO BE SODDED BEFORE ROW FINAL. APPROVING THIS FIELD SURVEY AS NOTED. ______________________________________________________________________________________________________________________ 8/1/2024 - PREVIOUS INSPECTION NOTES 08/01/24 TPOLACEK*** RIGHT SIDE ALONG FENCE LINE YOU MUST CREAT A 4-1 SLOPE. REAR PROPERTY LINE NEEDS TO BE RAISED TO PREVENT DRAINING INTO ADJACENT LOT TO THE REAR. 7 Rear Yard Drainage Sec 300.01(4,5,6) "Sec 300.01(4,5,6) The tolerance along side lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet." 11 4 to 1 slope at the property lines on improved lots Sec 300.03 C1c / Sec 300.04 b5 Sec 300.03 C1c All slopes must adjoin existing improved properties at no greater than a 4:1 slope. Slopes along developable vacant lots shall have a stabilized slope of no greater than 2:1, in expectation that eventually the vacant lot will be developed and graded to match the adjoining property elevation. 15 Negatively impact Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B)
ELECTRIC - EARLY POWER	08/07/2024	APPROVED	RMARTIN
Note: Inspector Notes from Inspection 2200 5/30/24: FPL emailed at @ 13:45. Approved for TUG
ROW- FINAL SURVEY/GRADING CERTIFICATION	08/01/2024	APPROVED	TPOLACEK
ROW FIELD SURVEY /GRADING CERTIFICATION	08/01/2024	Disapproved - NO FEE	TPOLACEK
Note: 08/01/24 TPOLACEK*** RIGHT SIDE ALONG FENCE LINE YOU MUST CREAT A 4-1 SLOPE. REAR PROPERTY LINE NEEDS TO BE RAISED TO PREVENT DRAINING INTO ADJACENT LOT TO THE REAR. 7 Rear Yard Drainage Sec 300.01(4,5,6) "Sec 300.01(4,5,6) The tolerance along side lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet." 11 4 to 1 slope at the property lines on improved lots Sec 300.03 C1c / Sec 300.04 b5 Sec 300.03 C1c All slopes must adjoin existing improved properties at no greater than a 4:1 slope. Slopes along developable vacant lots shall have a stabilized slope of no greater than 2:1, in expectation that eventually the vacant lot will be developed and graded to match the adjoining property elevation. 15 Negatively impact Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B)
GRAVITY SEWER TEST	07/15/2024	APPROVED	MGIBSON
Note: 4/25/2024 - PREVIOUS INSPECTION NOTES SEWER NOT RAN YET
SEWER TIE IN	07/15/2024	APPROVED	MGIBSON
PEP TANK INSTALLATION REQUEST	06/24/2024	APPROVED	CBOWERMASTER
Note: 6/21/2024 7:18:38 AM- PREVIOUS INSPECTION NOTES dumpster
PEP TANK INSTALLATION REQUEST	06/18/2024	Disapproved -FEE REQUIRED	CBOWERMASTER
Note: dumpster
INSULATION	06/18/2024	APPROVED	KSANDOE
ROW- PRE-APRON (PRE-POUR)	06/18/2024	APPROVED	PFLANAGAN
Note: 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.
ALL ROUGH	06/17/2024	APPROVED	KSANDOE
Note: 6/13/2024 - PREVIOUS INSPECTION NOTES 6/13/24: 1). Installed duct work does not match Energy Calcs submitted. Will need correction or a revision submitted to and approved by the City. 2). Great Room: Right side window is missing an anchor on the left jamb (from inside). 3). Master bathroom exhaust fan duct needs to be sealed fully at roof deck. (daylight showing through around duct). 4). Guest bathroom exhaust fan duct needs to be sealed fully at roof deck. (daylight showing through around duct). 5). Guest bathroom: Slab at bathtub drain needs to be fully repaired with cement to make it equal with finished slab surface. 6). Slab at Kitchen Island needs to be fully repaired with cement to make it equal with finished slab surface.
ALL ROUGH	06/13/2024	Disapproved - NO FEE	RSIMS
Note: 6/13/24: 1). Installed duct work does not match Energy Calcs submitted. Will need correction or a revision submitted to and approved by the City. 2). Great Room: Right side window is missing an anchor on the left jamb (from inside). 3). Master bathroom exhaust fan duct needs to be sealed fully at roof deck. (daylight showing through around duct). 4). Guest bathroom exhaust fan duct needs to be sealed fully at roof deck. (daylight showing through around duct). 5). Guest bathroom: Slab at bathtub drain needs to be fully repaired with cement to make it equal with finished slab surface. 6). Slab at Kitchen Island needs to be fully repaired with cement to make it equal with finished slab surface.
ROOF VALLEY & METAL	06/12/2024	APPROVED	KSANDOE
Note: 6/5/2024 - PREVIOUS INSPECTION NOTES 6/5/24: 1). Need a revision for the underlayment (Gecco) that does not match the modified bitumen underlayment submitted on the Roofing Worksheet. 2). Pallets of shingles need to be distributed more evenly so that they do not exceed the PSF rating on the trusses. 3). Please move the portable toilet out of the swale area and onto site area to allow water to flow freely through the swale. This will need to be complete before any further inspections will be approved. (This is also part of the Storm Water - Illicit Discharge Prevention Regulations.) 2nd request. Inspector Notes from Inspection 2320 5/30/24: Please move the portable toilet out of the swale area and onto site area to allow water to flow freely through the swale. This will need to be complete before any further inspections will be approved.
ROOF SHEATHING / BRACES/TIES/DOWN CELL	06/10/2024	APPROVED	KSANDOE
Note: 6/5/2024 - PREVIOUS INSPECTION NOTES 6/5/24: Previously listed item is not resolved. Please move the portable toilet out of the swale area and onto site area to allow water to flow freely through the swale. This will need to be complete before any further inspections will be approved. (This is also part of the Storm Water - Illicit Discharge Prevention Regulations.) 1). 2-ply trusses A01, A17 and B03 are not connected as required by Manufacturer. Marked in Truss Packet. Inspector Notes from Inspection 2320 5/30/24: Please move the portable toilet out of the swale area and onto site area to allow water to flow freely through the swale. This will need to be complete before any further inspections will be approved.
LATH/BRICK/ WATER BARRIER	06/10/2024	CANCELLED BY INSPECTOR	KSANDOE
Note: Wall sheathing was not inspected prior to wire lath installation.
LATH/BRICK/ WATER BARRIER	06/10/2024	APPROVED	KSANDOE
WALL SHEATHING	06/06/2024	APPROVED	FWILLIS
Note: 6/6/24 - ITEM CORRECTED. LATH CAN BE REINSTALLED. 6/5/2024 - PREVIOUS INSPECTION NOTES 6/5/24: Wall sheathing inspection was not completed prior to wire lath being installed. You will need to remove the wire lath so that the wall sheathing can be inspected and then have Inspection 2320 re-scheduled. Inspector Notes from Inspection 2320 5/30/24: Please move the portable toilet out of the swale area and onto site area to allow water to flow freely through the swale. This will need to be complete before any further inspections will be approved. 6/5/24: Wall sheathing inspection was not completed prior to wire lath being installed. You will need to remove the wire lath so that the wall sheathing can be inspected and then have Inspection Inspector Notes from Inspection 2320 5/30/24: Please move the portable toilet out of the swale area and onto site area to allow water to flow freely through the swale. This will need to be complete before any further inspections will be approved. 6/5/24: Wall sheathing inspection was not completed prior to wire lath being installed. You will need to remove the wire lath so that the wall sheathing can be inspected and then have Inspector Notes from Inspection 2320 5/30/24: Please move the portable toilet out of the swale area and onto site area to allow water to flow freely through the swale. This will need to be complete before any further inspections will be approved.
ROOF SHEATHING / BRACES/TIES/DOWN CELL	06/05/2024	Disapproved -FEE REQUIRED	RSIMS
Note: 6/5/24: Previously listed item is not resolved. Please move the portable toilet out of the swale area and onto site area to allow water to flow freely through the swale. This will need to be complete before any further inspections will be approved. (This is also part of the Storm Water - Illicit Discharge Prevention Regulations.) 1). 2-ply trusses A01, A17 and B03 are not connected as required by Manufacturer. Marked in Truss Packet. Inspector Notes from Inspection 2320 5/30/24: Please move the portable toilet out of the swale area and onto site area to allow water to flow freely through the swale. This will need to be complete before any further inspections will be approved.
WALL SHEATHING	06/05/2024	Disapproved - NO FEE	RSIMS
Note: 6/5/24: Wall sheathing inspection was not completed prior to wire lath being installed. You will need to remove the wire lath so that the wall sheathing can be inspected and then have Inspection 2320 re-scheduled. Inspector Notes from Inspection 2320 5/30/24: Please move the portable toilet out of the swale area and onto site area to allow water to flow freely through the swale. This will need to be complete before any further inspections will be approved. 6/5/24: Wall sheathing inspection was not completed prior to wire lath being installed. You will need to remove the wire lath so that the wall sheathing can be inspected and then have Inspection Inspector Notes from Inspection 2320 5/30/24: Please move the portable toilet out of the swale area and onto site area to allow water to flow freely through the swale. This will need to be complete before any further inspections will be approved. 6/5/24: Wall sheathing inspection was not completed prior to wire lath being installed. You will need to remove the wire lath so that the wall sheathing can be inspected and then have Inspector Notes from Inspection 2320 5/30/24: Please move the portable toilet out of the swale area and onto site area to allow water to flow freely through the swale. This will need to be complete before any further inspections will be approved.
ROOF VALLEY & METAL	06/05/2024	Disapproved - NO FEE	RSIMS
Note: 6/5/24: 1). Need a revision for the underlayment (Gecco) that does not match the modified bitumen underlayment submitted on the Roofing Worksheet. 2). Pallets of shingles need to be distributed more evenly so that they do not exceed the PSF rating on the trusses. 3). Please move the portable toilet out of the swale area and onto site area to allow water to flow freely through the swale. This will need to be complete before any further inspections will be approved. (This is also part of the Storm Water - Illicit Discharge Prevention Regulations.) 2nd request. Inspector Notes from Inspection 2320 5/30/24: Please move the portable toilet out of the swale area and onto site area to allow water to flow freely through the swale. This will need to be complete before any further inspections will be approved.
U-CROSS CONNECTION	05/31/2024	APPROVED - AS NOTED	LFITZGERALD
Note: *** NOTES ADDED BY LFITZGERALD 5/31/2024 2:34:44 PM *** no irr-no cross connection
LATH/BRICK/ WATER BARRIER	05/30/2024	APPROVED - AS NOTED	RSIMS
Note: 5/30/24: Please move the portable toilet out of the swale area and onto site area to allow water to flow freely through the swale. This will need to be complete before any further inspections will be approved.
ELECTRIC-TUG	05/30/2024	APPROVED - AS NOTED	RSIMS
Note: 5/30/24: FPL emailed at @ 13:45. Approved for TUG
TIE BEAM / LINTEL	05/09/2024	APPROVED	RSIMS
Note: 5/8/2024 - PREVIOUS INSPECTION NOTES 5/7/2024 - PREVIOUS INSPECTION NOTES 5/7/24: Previously listed item 3 remains unresolved. Drilled rod is not installed properly. 6" minimum embedment with full EPOXY adhesive. Many down cells now have loose debris in them. Cells must be clean of loose debris. R606.3.4 Trash & debris piles still need to be cleaned up and put in dumpster on site. 5/6/2024 - PREVIOUS INSPECTION NOTES 5/6/24: Please have piles of trash & debris cleaned up to make site safe for inspections. Marked on plans. 1). Windows sills exceed maximum thickness of 1/2" per FBC-R606.3.1 (highlighted). 1 missing also. 2). Back left corner: missing tie wire. 3). Left side: Dowel does not have the required spacing for Mortar. (R606.3.4). (3/4" minimum from the inside surface of the CMU on all sides) 05-08-2024 S-1 Lintel D missing bottom rebar.
TIE BEAM / LINTEL	05/08/2024	Disapproved - NO FEE	AGAETANO
Note: 5/7/2024 - PREVIOUS INSPECTION NOTES 5/7/24: Previously listed item 3 remains unresolved. Drilled rod is not installed properly. 6" minimum embedment with full EPOXY adhesive. Many down cells now have loose debris in them. Cells must be clean of loose debris. R606.3.4 Trash & debris piles still need to be cleaned up and put in dumpster on site. 5/6/2024 - PREVIOUS INSPECTION NOTES 5/6/24: Please have piles of trash & debris cleaned up to make site safe for inspections. Marked on plans. 1). Windows sills exceed maximum thickness of 1/2" per FBC-R606.3.1 (highlighted). 1 missing also. 2). Back left corner: missing tie wire. 3). Left side: Dowel does not have the required spacing for Mortar. (R606.3.4). (3/4" minimum from the inside surface of the CMU on all sides) 05-08-2024 1. S-1 Lintel D missing bottom rebar. 2. Dowel not proper clearance as noted on earlier inspection. 3. Please provide a large readable set of approved drawings for all inspections. Drawings are too blurry to read.
TIE BEAM / LINTEL	05/07/2024	Disapproved -FEE REQUIRED	RSIMS
Note: 5/7/24: Previously listed item 3 remains unresolved. Drilled rod is not installed properly. 6" minimum embedment with full EPOXY adhesive. Many down cells now have loose debris in them. Cells must be clean of loose debris. R606.3.4 Trash & debris piles still need to be cleaned up and put in dumpster on site. 5/6/2024 - PREVIOUS INSPECTION NOTES 5/6/24: Please have piles of trash & debris cleaned up to make site safe for inspections. Marked on plans. 1). Windows sills exceed maximum thickness of 1/2" per FBC-R606.3.1 (highlighted). 1 missing also. 2). Back left corner: missing tie wire. 3). Left side: Dowel does not have the required spacing for Mortar. (R606.3.4). (3/4" minimum from the inside surface of the CMU on all sides)
TIE BEAM / LINTEL	05/06/2024	Disapproved - NO FEE	RSIMS
Note: 5/6/24: Please have piles of trash & debris cleaned up to make site safe for inspections. Marked on plans. 1). Windows sills exceed maximum thickness of 1/2" per FBC-R606.3.1 (highlighted). 1 missing also. 2). Back left corner: missing tie wire. 3). Left side: Dowel does not have the required spacing for Mortar. (R606.3.4). (3/4" minimum from the inside surface of the CMU on all sides)
FOUND SURVEY APPROVED (OFFICE)	05/06/2024	APPROVED	TBAKER
MONOLITHIC SLAB	04/29/2024	APPROVED	BTAYLOR
Note: 4/26/2024 - PREVIOUS INSPECTION NOTES 4/26/24: 1). Drain protective sleeve is not fully through the footer. (Code corrected). 305.3 Pipes through foundation walls. Any pipe that passes through a foundation wall shall be provided with a relieving arch, or a pipe sleeve pipe shall be built into the foundation wall. The sleeve shall be two pipe sizes greater than the pipe passing through the wall.
MONOLITHIC SLAB	04/26/2024	Disapproved - NO FEE	RSIMS
Note: 4/26/24: 1). Drain protective sleeve is not fully through the footer. (Code corrected from original result). 305.3 Pipes through foundation walls. Any pipe that passes through a foundation wall shall be provided with a relieving arch, or a pipe sleeve pipe shall be built into the foundation wall. The sleeve shall be two pipe sizes greater than the pipe passing through the wall.
PLUMBING 1ST ROUGH UNDERGROUND	04/25/2024	APPROVED	MGIBSON
GRAVITY SEWER TEST	04/25/2024	Disapproved - NO FEE	MGIBSON
Note: SEWER NOT RAN YET
GEOTECHNICAL REPORT APPROVAL (OFFICE USE)	04/24/2024	APPROVED	CPISCITELLI
WATER METER INSTALLATION REQUEST	04/22/2024	APPROVED	CBOWERMASTER

Review History

Department	Status	Date In	Date Out
MECH	COMPLETE	06/13/2024	06/14/2024
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
BLD	COMPLETE	06/05/2024	06/11/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
BLD	COMPLETE	05/29/2024	06/04/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
BLD	COMPLETE	05/24/2024	05/28/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
BLD	HOLD	05/15/2024	05/21/2024
Note: Held By: JIM WALKER - (386)529-4112 - JWALKER@PALMCOASTGOV.COM Truss Packet needs to be digitally signed and sealed b the engineer of record.
ENGIN1	COMPLETE	05/06/2024	05/06/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	05/06/2024	05/06/2024
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
BADMIN	INFORMATION	04/22/2024	04/22/2024
Note: Marked INFORMATION By: BARBIE BEMBRY - (386)986-3780 - BUILDINGDIVISION@PALMCOASTGOV.COM Please note for future- 1st submittal - TYPE- Geo Tech Report - FILE NAME - geo tech report 2nd submittal - TYPE - Geo Tech Certification - FILE NAME - geo tech certification
BLD	COMPLETE	04/22/2024	04/24/2024
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
BLD	COMPLETE	04/19/2024	04/22/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
MECH	COMPLETE	04/17/2024	04/18/2024
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
MECH	HOLD	04/16/2024	04/17/2024
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Energy Calcs need to be signed by the owner/ owner agent below the preparer per R103.1.1.2 FBC Energy Conservation 2023 8Th edition
BLD	COMPLETE	03/20/2024	03/21/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ZON	COMPLETE	03/15/2024	03/18/2024
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
BLD	HOLD	03/15/2024	03/19/2024
Note: Held By: JPI 1. The provided product approvals include documentation from the 2020 Code cycle. Please remove from the product approvals. FL 16918-R3 notes 2020 Code version. 107.2.4
SWALE	COMPLETE	02/21/2024	04/16/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
BADMIN	COMPLETE	02/20/2024	02/26/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
BLD	HOLD	02/20/2024	02/27/2024
Note: Held By: JPI 1. Provide correct revision numbers (i.e. R6) for ALL products listed. 107.2.4 2. Window in shower appears omitted from City of Palm Coast Product Approval Specification Sheet. 107.2.4 3. Provide correct Florida Product Approval Number for a specific product; vertical aluminum mullion appears INCORRECT. 107.2.4 4. Roofing Products: asphalt shingle and underlayment Florida Product Approval Numbers on the City of Palm Coast Product Approval Specification Sheet do not appear to match those numbers provided on the City of Palm Coast Roofing Worksheet. 107.2.4 5. Off-ridge Vent product approval number appears ommitted from the City of Palm Coast Product Approval Specification Sheet. 107.2.4 6. Structural Component Florida Product Approval Numbers appear omitted. Include Structural Components. 107.2.4
CUSVC	COMPLETE	02/20/2024	02/22/2024
Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM
ELEC	COMPLETE	02/20/2024	02/26/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	COMPLETE	02/20/2024	02/21/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
GAS	CANCEL	02/20/2024	02/26/2024
LOCATE	COMPLETE	02/20/2024	02/26/2024
Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM
MECH	COMPLETE	02/20/2024	02/26/2024
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
SW1	COMPLETE	02/20/2024	02/21/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	HOLD	02/20/2024	02/22/2024
Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Garage orientation on plans does not match site and landscape plans

Fees & Payments

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

Description	Amount Due	Date Paid
CONTRACTOR CHANGE	¤20.00	08/16/2024
CONTRACTOR CHANGE	¤20.00	08/16/2024
PLAN REVIEW - REVISION	¤32.50	08/16/2024
PLAN REVIEW - REVISION	¤32.50	08/16/2024
REINSPECTION RESIDENTIAL	¤40.00	08/16/2024
REINSPECTION RESIDENTIAL	¤40.00	08/16/2024
UTILITY PEP REINSPECTION	¤40.00	08/16/2024
SEWER CREDIT	(¤650.00)	04/15/2024
SEWER INSPECTION	¤25.00	04/15/2024
SEWER CAPITAL FACILITY	¤5,441.03	04/15/2024
WATER CAPITAL FACILITY FEE	¤3,994.51	04/15/2024
WORK WITHOUT PERMIT	¤602.74	04/15/2024
SITE PLAN 30	¤30.00	04/15/2024
CONNECTION FEES	¤1,187.26	04/15/2024
WATER- TURN ON	¤25.00	04/15/2024
ADJUSTMENT 50%	(¤602.75)	04/15/2024
ADMINISTRATIVE RESIDENTIAL	¤30.00	04/15/2024
INSPECTION - RESIDENTIAL	¤915.75	04/15/2024
PLAN REVIEW - RESIDENTIAL	¤259.74	04/15/2024
FC IMPACT FEE EMS	¤62.00	04/15/2024
IMPACT FEE FIRE	¤428.09	04/15/2024
FC IMPACT FEE LAW ENFORCEMENT	¤218.00	04/15/2024
FC IMPACT FEE LIBRARY	¤268.00	04/15/2024
IMPACT FEE PARKS	¤1,800.99	04/15/2024
IMPACT FEE SCHOOL	¤5,450.00	04/15/2024
IMPACT FEE TRANSPORTATION	¤1,862.00	04/15/2024
WATER -IRRIGATION INSPECTION	¤25.00	04/15/2024
SURCHARGE FS 533.721	¤12.05	04/15/2024
SURCHARGE - FS 468.631	¤18.08	04/15/2024
SW ENG - FOUNDATION SURVEY	¤20.00	04/15/2024
SW ENG INSPECTION 80	¤80.00	04/15/2024
SW ENG PRE APRON	¤30.00	04/15/2024
SW ENG - REVIEW 20	¤20.00	04/15/2024
SW ENG RES REVIEW 200	¤200.00	04/15/2024
Fees	Total Due: ¤0.00	Total Paid: ¤21,977.49