Status: COED

Parcel Id: 07-11-31-7059-00720-0130

CONDITIONED SPACE: 2400 sqft

GARAGE: 566 sqft

OPENED PORCH (WITH ROOF) : 350 sqft

Total Square Footage: 3316 sqft

Block: 00720

Subdivision: 2211 - SECTION 59-SEMINOLE PARK

Job Phone: 386-283-2035

Location Address: 9 SLATINGTON PL

Type: DU - DUPLEX

Issue Date: 03/13/2024

NOC: RECORDED

Applicant name: OLEG BELINSKIY

Owner: FLORIDA'S BEST BUILDERS INC

Address 101 PALM HARBOR PKWY UNIT 145 PALM COAST, FL 32137

Lot: 0130

Contracted Stated Job Value: ¤350,000.00

Job Description: Duplex

Type: CN

Contractor

FLORIDAS BEST BUILDERS INC

Status	Location Address	State License Number	Phone
ACTIVE	19 PINE CIRCLE DRIVE PALM COAST, FL 32164	CBC1264760 (Exp: 08/31/2026)	386-283-2035

Sub Contractors

OLEG BELINSKIY

Status	Location Address	State License Number	Phone
ACTIVE	19 PINE CIRCLE DRIVE19 PALM COAST, FL 32167	CCC1325974 (Exp: 08/31/2026)	386-263-7906

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

JUAN CARLOS GONZALEZ

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

FERNANDO MEZA SR

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

Inspection History

Type	Request Date	Result	Inspector
ROW - FINAL INSPECTION	02/03/2025	APPROVED	FSLADISH
Note: 2/3/25 CORRECTION MADE. PAVERS GLUED DOWN. AT THE TIME OF THIS INSPECTIONS ALL COPC REQUIREMENTS WERE MET, NEITHER THE INSPECTOR NOR THE CITY IS RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED 1/27/2025 - PREVIOUS INSPECTION NOTES 1/27/25 UPON WALKING DRIVEWAY AS PREVIOUSLY NOTED ON THE LEFT SIDE OF DRIVEWAY APRON AT EDGE OF PAVEMENT THER ARE LOOSE PAVERS. THESE WILL NEED TO BE REGLUED AND SET. YOU ARE ALSO REQUIRED TO SEED AND STRAW BARE AREA ON THE REAR PROPERTY LINE/VACANT BEFORE ROW FINAL WILL PASS.
U-CROSS CONNECTION	01/28/2025	APPROVED	BWRIGHT
BLD - BUILDING FINAL	01/27/2025	FINAL APPROVED	BTAYLOR
ROW - FINAL APRON (AFTER POUR)	01/27/2025	APPROVED - AS NOTED	FSLADISH
Note: 1/27/25 UPON WALKING DRIVEWAY AS PREVIOUSLY NOTED ON THE LEFT SIDE OF DRIVEWAY APRON AT EDGE OF PAVEMENT THER ARE LOOSE PAVERS. THESE WILL NEED TO BE REGLUED AND SET BEFORE ROW FINAL WILL PASS. NO OTHER CHIPPED CRACKED OR BROKEN PAVERS OBSERVED AT THE TIME OF THIS INSPECTION. APPROVING THIS AS NOTED THAT CORRECTIONS ARE REQUIRED BEFORE ROW FINAL PASSAGE. INSPECTORS NOTE. LEFT SIDE DRIVEWAY APRON PAVERS, A FEW ARE LOOSE AT EDGE OF ROAD AS OF TODAY 1/22
U -UTILITY RESIDENTIAL FINAL	01/27/2025	FINAL APPROVED	BWRIGHT
ROW - FINAL INSPECTION	01/27/2025	Disapproved - NO FEE	FSLADISH
Note: 1/27/25 UPON WALKING DRIVEWAY AS PREVIOUSLY NOTED ON THE LEFT SIDE OF DRIVEWAY APRON AT EDGE OF PAVEMENT THER ARE LOOSE PAVERS. THESE WILL NEED TO BE REGLUED AND SET. YOU ARE ALSO REQUIRED TO SEED AND STRAW BARE AREA ON THE REAR PROPERTY LINE/VACANT BEFORE ROW FINAL WILL PASS.
ROW FIELD SURVEY /GRADING CERTIFICATION	01/22/2025	APPROVED	FSLADISH
Note: 1/22/25 TREES MOVED. ELEVATIONS NOW SHOW POSITIVE REAR TO FRONT SWALE FLOW. DRAINAGE WILL WORK AT THE TIME OF THIS INSPECTION. AT THE TIME OF THIS INSPECTIONS ALL COPC REQUIREMENTS WERE MET, NEITHER THE INSPECTOR NOR THE CITY IS RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED __________________________________________________________________________________________________________________________ 12/12/2024 - PREVIOUS INSPECTION NOTES 12/12/24 AS PREVIOUSLY INDICATED AND CONFIRMED IN THE FIELD, THERE ARE INDEED HIGH AREAS THAT NEED TO BE LOWERED TO ALLOW DRAINGE TO FLOW FROM REAR TO FRONT SWALE. YOU WILL ALSO NEED TO RELOCATE THE TWO TREES IN THE REAR BACK OUT OF THE DRAINAGE CONVETANCE. THEY WILL NOT ALLOW POSITIVE DRAINAGE. BOTH AREAS OF CORRECTION ARE OUTLINED IN WHITE PAINT. Inspector Notes from Inspection 9463 12/12/24 YOU HAVE TWO HIGH SPOTS BY THE REAR CORNERS SHOWING ON YOUR FINAL SURVEY. ON THE LEFT YOU ARE SHOWING 26.30 TO A 26.60 BACK TO 26.40. ON THE RIGHT YOU ARE SHOWING 26.40 TO A 26.70 TO A 26.20. I WILL SEE IF THIS IS THE CASE ON THE FIELD SURVEY. APPROVING THIS INSPECTION AS NOTED.
ROW- FINAL SURVEY/GRADING CERTIFICATION	01/22/2025	APPROVED	FSLADISH
Note: 1/22/25 ELEVATION CORRECTIONS MADE AS OF THIS FINAL SURVEY. _______________________________________________________________________________________________________________________ 1/10/2025 - PREVIOUS INSPECTION NOTES 1/10/25 YOUR ELEVATIONS COMING AROUND THE LEFT SIDE FROM THE REAR AT 26.25 UP TO 26.35 TO A 26.10 AT STRUCTURE CORNER AT START OF INSIDE DRAINAGE CONVEYANCE THEN UPHILL TO A 26.35 TO A 26.30 TO A 26.10 WHICH IS FLAT FROM THE SHOT 60FT BACK. THIS WILL NOT ALLOW DRAINAGE TO HAVE POSITIVE FLOW. Finished Floor Elevations (FFE):REAR YARD DRAINAGE Section 300.01 D(4) V-17 4) Positive fall is considered to be 0.10 of a foot every 20 feet Sec.300.01 C2 The tolerance on individual shots along the as-built flow line of the swale (depressions orhigh spots) is plus or minus 0.10 feet.Sec.300.01 C2 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. 12/26/2024 - PREVIOUS INSPECTION NOTES 12/26/24=THE CULVERT PIPE IS OUT OF TOLERANCE ON BOTH ENDS. PLEASE REFER TO THE DETAILED SWALE PLAN FOR REFERENCE.
ROW- FINAL SURVEY/GRADING CERTIFICATION	01/10/2025	Disapproved - NO FEE	FSLADISH
Note: 1/10/25 YOUR ELEVATIONS COMING AROUND THE LEFT SIDE FROM THE REAR AT 26.25 UP TO 26.35 TO A 26.10 AT STRUCTURE CORNER AT START OF INSIDE DRAINAGE CONVEYANCE THEN UPHILL TO A 26.35 TO A 26.30 TO A 26.10 WHICH IS FLAT FROM THE SHOT 60FT BACK. THIS WILL NOT ALLOW DRAINAGE TO HAVE POSITIVE FLOW. Finished Floor Elevations (FFE):REAR YARD DRAINAGE Section 300.01 D(4) V-17 4) Positive fall is considered to be 0.10 of a foot every 20 feet Sec.300.01 C2 The tolerance on individual shots along the as-built flow line of the swale (depressions orhigh spots) is plus or minus 0.10 feet.Sec.300.01 C2 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. 12/26/2024 - PREVIOUS INSPECTION NOTES 12/26/24=THE CULVERT PIPE IS OUT OF TOLERANCE ON BOTH ENDS. PLEASE REFER TO THE DETAILED SWALE PLAN FOR REFERENCE.
ROW- FINAL SURVEY/GRADING CERTIFICATION	12/26/2024	Disapproved - NO FEE	GBERTOLA
Note: 12/26/24=THE CULVERT PIPE IS OUT OF TOLERANCE ON BOTH ENDS. PLEASE REFER TO THE DETAILED SWALE PLAN FOR REFERENCE.
ROW FIELD SURVEY /GRADING CERTIFICATION	12/12/2024	Disapproved - NO FEE	FSLADISH
Note: 12/12/24 AS PREVIOUSLY INDICATED AND CONFIRMED IN THE FIELD, THERE ARE INDEED HIGH AREAS THAT NEED TO BE LOWERED TO ALLOW DRAINGE TO FLOW FROM REAR TO FRONT SWALE. YOU WILL ALSO NEED TO RELOCATE THE TWO TREES IN THE REAR BACK OUT OF THE DRAINAGE CONVETANCE. THEY WILL NOT ALLOW POSITIVE DRAINAGE. BOTH AREAS OF CORRECTION ARE OUTLINED IN WHITE PAINT. Inspector Notes from Inspection 9463 12/12/24 YOU HAVE TWO HIGH SPOTS BY THE REAR CORNERS SHOWING ON YOUR FINAL SURVEY. ON THE LEFT YOU ARE SHOWING 26.30 TO A 26.60 BACK TO 26.40. ON THE RIGHT YOU ARE SHOWING 26.40 TO A 26.70 TO A 26.20. I WILL SEE IF THIS IS THE CASE ON THE FIELD SURVEY. APPROVING THIS INSPECTION AS NOTED.
ROW- FINAL SURVEY/GRADING CERTIFICATION	12/12/2024	APPROVED - AS NOTED	FSLADISH
Note: 12/12/24 YOU HAVE TWO HIGH SPOTS BY THE REAR CORNERS SHOWING ON YOUR FINAL SURVEY. ON THE LEFT YOU ARE SHOWING 26.30 TO A 26.60 BACK TO 26.40. ON THE RIGHT YOU ARE SHOWING 26.40 TO A 26.70 TO A 26.20. I WILL SEE IF THIS IS THE CASE ON THE FIELD SURVEY. APPROVING THIS INSPECTION AS NOTED.
ROW- PRE-APRON (PRE-POUR)	11/08/2024	APPROVED	FSLADISH
Note: 11/8/24 YOU ARE APPROVED TO LAY PAVERS AT THE TIME OF THIS INSPECTION. AT THE TIME OF THIS INSPECTION ALL MINIMUM COPC REQUIEMENT ARE MET. BUILDER TO BE HELD RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. Inspector Notes from Inspection 9271 11/4/24 AT THE TIME OF THIS INSPECTION YOU ARE APPROVED TO POUR YOUR PAVER RESTRAINTS. **** DO NOT LAY ANY PAVERS UNTIL AFTER A SECONDARY SPREAD AND COMPACTION INSPECTION HAS BEEN SCHEDULED AND PASSED**** 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
ROW- PAVER RESTRAINTS	11/04/2024	APPROVED - AS NOTED	FSLADISH
Note: 11/4/24 AT THE TIME OF THIS INSPECTION YOU ARE APPROVED TO POUR YOUR PAVER RESTRAINTS. **** DO NOT LAY ANY PAVERS UNTIL AFTER A SECONDARY SPREAD AND COMPACTION INSPECTION HAS BEEN SCHEDULED AND PASSED**** 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
ROW- PRE-APRON (PRE-POUR)	11/04/2024	PARTIALLY APPROVED	FSLADISH
Note: 11/4/24 PIPE ELEVATION GOOD. AT THE TIME OF THIS INSPECTION YOU ARE PARTIALLY APPROVED TO POUR YOUR DRIVEWAY APRON AND PAVER RESTRAINTS. **** DO NOT LAY ANY PAVERS UNTIL AFTER A SECONDARY SPREAD AND COMPACTION INSPECTION HAS BEEN SCHEDULED AND PASSED**** 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
ELECTRIC - EARLY POWER	09/19/2024	APPROVED - AS NOTED	BTAYLOR
Note: 9/18/2024 - PREVIOUS INSPECTION NOTES 9-18-24 1. House locked. 9-19-24 1. Emailed FPL at 1:10.
ELECTRIC - EARLY POWER	09/18/2024	Disapproved -FEE REQUIRED	BTAYLOR
Note: 9-18-24 1. House locked.
GRAVITY SEWER TEST	09/03/2024	APPROVED	MGIBSON
Note: Inspector Notes from Inspection 2060 3307.1 PROTECTION OF PROPERTY, NEED SILT FENCE IN PLACE BEFORE SLAB INSPECTION
SEWER TIE IN	09/03/2024	APPROVED	MGIBSON
Note: Inspector Notes from Inspection 2060 3307.1 PROTECTION OF PROPERTY, NEED SILT FENCE IN PLACE BEFORE SLAB INSPECTION
PEP TANK INSTALLATION REQUEST	08/20/2024	APPROVED	CBOWERMASTER
INSULATION	08/07/2024	APPROVED	BTAYLOR
LATH/BRICK/ WATER BARRIER	08/07/2024	APPROVED	BTAYLOR
Note: 7/31/2024 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2420 7-30-24 1. Need two forms of connection for bathroom exhaust fans. 2. Side Aelectrical panel needs to be dropped down to 6'. 3. Island outlets on ends need to be moved down. 4. Roof penatrations need their covers and goose necks. 7-31-24 1. Nothing from above has been resolved.
LATH/BRICK/ WATER BARRIER	07/31/2024	Disapproved - NO FEE	BTAYLOR
Note: Inspector Notes from Inspection 2420 7-30-24 1. Need two forms of connection for bathroom exhaust fans. 2. Side Aelectrical panel needs to be dropped down to 6'. 3. Island outlets on ends need to be moved down. 4. Roof penatrations need their covers and goose necks. 7-31-24 1. Nothing from above has been resolved.
ALL ROUGH	07/30/2024	APPROVED - AS NOTED	BTAYLOR
Note: 7-30-24 1. Need two forms of connection for bathroom exhaust fans. 2. Side Aelectrical panel needs to be dropped down to 6'. 3. Island outlets on ends need to be moved down. 4. Roof penatrations need their covers and goose necks.
FIREWALL FINAL	07/16/2024	APPROVED	BTAYLOR
FIREWALL DRYWALL NAILING	07/10/2024	APPROVED	RSIMS
FIREWALL FRAMING	07/01/2024	APPROVED	BTAYLOR
ROOF VALLEY & METAL	06/26/2024	APPROVED	BTAYLOR
ROOF SHEATHING / BRACES/TIES/DOWN CELL	06/24/2024	APPROVED	BTAYLOR
Note: 6/21/2024 - PREVIOUS INSPECTION NOTES 6/20/2024 - PREVIOUS INSPECTION NOTES 6-20-24 1. Overframing needs to be strapped at both ends of rafters. 2. Missing engineering on truss T17. Circled in plans. 6-21-24 1. Overframing needs to be strapped at both ends of rafters.
ROOF SHEATHING / BRACES/TIES/DOWN CELL	06/21/2024	Disapproved -FEE REQUIRED	BTAYLOR
Note: 6/20/2024 - PREVIOUS INSPECTION NOTES 6-20-24 1. Overframing needs to be strapped at both ends of rafters. 2. Missing engineering on truss T17. Circled in plans. 6-21-24 1. Overframing needs to be strapped at both ends of rafters.
WALL SHEATHING	06/20/2024	APPROVED	BTAYLOR
ROOF SHEATHING / BRACES/TIES/DOWN CELL	06/20/2024	Disapproved - NO FEE	BTAYLOR
Note: 6-20-24 1. Overframing needs to be strapped at both ends of rafters. 2. Missing engineering on truss T17. Circled in plans.
TIE BEAM / LINTEL	05/24/2024	APPROVED	AGAETANO
FOUND SURVEY APPROVED (OFFICE)	05/22/2024	APPROVED	TBAKER
MONOLITHIC SLAB	05/14/2024	APPROVED	BTAYLOR
PLUMBING 1ST ROUGH UNDERGROUND	05/09/2024	APPROVED - AS NOTED	MGIBSON
Note: 3307.1 PROTECTION OF PROPERTY, NEED SILT FENCE IN PLACE BEFORE SLAB INSPECTION
GEOTECHNICAL REPORT APPROVAL (OFFICE USE)	05/02/2024	APPROVED	JMUNSON
WATER METER INSTALLATION REQUEST	03/22/2024	APPROVED	BVITALE

Review History

Department	Status	Date In	Date Out
SW1	COMPLETE	09/05/2024	09/05/2024
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
ENGIN1	COMPLETE	09/05/2024	09/05/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	09/05/2024	09/05/2024
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
ZON	COMPLETE	09/04/2024	09/04/2024
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
SW1	HOLD	09/03/2024	09/03/2024
Note: Held By: JOHN HOWARD - - JHOWARD@PALMCOASTGOV.COM 1) Please provide driveway apron width at edge of pavement COPC Techinical Manual, Section 300.01 (A)(1)(C)(1)
ZON	HOLD	09/03/2024	09/03/2024
Note: Held By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM Please submit original Right of Way Utilization Agreement for Paver Driveway.
ENGIN1	COMPLETE	05/21/2024	05/22/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	05/21/2024	05/21/2024
Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM
MECH	COMPLETE	05/07/2024	05/08/2024
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
BLD	COMPLETE	04/29/2024	05/02/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
BLD	HOLD	04/24/2024	04/29/2024
Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. Letter needs to include the density test reports.
BLD	COMPLETE	04/03/2024	04/08/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
MECH	HOLD	03/28/2024	04/02/2024
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Duct layout needs to be signed by the AC contractor
MECH	COMPLETE	03/05/2024	03/06/2024
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
MECH	HOLD	03/03/2024	03/04/2024
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Provide energy calcs from current code cycle (Third Request)
MECH	HOLD	02/20/2024	02/26/2024
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Provide Energy calcs from 2023 code cycle ( Second Request)
ZON	COMPLETE	02/20/2024	02/20/2024
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
ELEC	COMPLETE	02/20/2024	02/26/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
BLD	COMPLETE	02/20/2024	02/22/2024
Note: Released By: JPI
BADMIN	COMPLETE	02/20/2024	02/26/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
SWALE	COMPLETE	02/06/2024	03/22/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
BADMIN	HOLD	02/05/2024	02/12/2024
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Provide complete truss plan submittal packet to include all of the following: A. Complete truss plan packet, signed and sealed by a Florida licensed professional engineer (the truss design engineer) B. Truss layout / placement plan from truss manufacturer C. Truss profile plan sheets for all trusses. D. Complete truss plan packet cover sheet or first page to include the design professional of record (building design engineer or architect) approval stamp indicating acceptance and approval of truss design (Not wet seal) (YOU ARE MISSING (B) THE TRUSS LAYOUT AND (D) THE STAMP FROM THE ENGINEER OF RECORD. YOU CANNOT SUBMIT A LETTER. THE APPROVAL STAMP NEEDS TO BE ON THE FIRST PAGE OF THE TRUSS PACKET OR TRUSS LAYOUT.)
BLD	HOLD	02/05/2024	02/09/2024
Note: Held By: JPI 1. Provide appropriate revision numbers (i.e. R6) for ALL products listed on Product Approval Specification Sheet; several have been OMITTED. 107.2.4 2. Provide specific product numbers (i.e. 11473.# R6) for ALL products listed on Product Approval Specification Sheet; several have been OMITTED. 107.2.4 3. Provide correct Florida Product Approval (FPA) number for ALL products listed on Product Approval Specification Sheet; composite lumber number appears incorrect. 5. Florida Product Approval number for Roofing Underlayment does NOT match the one indicated on the Roofing Worksheet. 107.2.4 6. Provide roof ventilation calculations for required number and size of roof vents; identify size on plans and elevations. 107.2.4 7. Provide/indicate what elevation lines represent on ALL elevations; dimensions have been provided, however nothing indicates what they are dimensioning to. 107.3.5 8. Identify U.L. number for “upper tenant firewall detail” drawing on Sht. 2. Chapter 7 9. Provide U.L. Listing from ULC Online Directories for UL338; similar to U905 provided on Sht. 3. Chapter 7 10. Detail 4 on Sht. 3 identifies as a firewall detail but no U.L. Listing is provided. Chapter 7 11. Under “General” on Sht. 4 states, “all connectors shown in these drawings can be substituted with other suitable connectors”; substitutions shall have Florida Product Approval numbers. 107.2.4 12. “Common Wire To Gun Nail Conversion” table on Sht. 8 is difficult to read; numbers have been placed over numbers. 107.3.5
CUSVC	COMPLETE	02/05/2024	02/08/2024
Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM
ELEC	HOLD	02/05/2024	02/08/2024
Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. All outlets in laundry and garage need to be GFCI protected. NEC 2020 210.8
ENGIN1	COMPLETE	02/05/2024	02/06/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
GAS	CANCEL	02/05/2024	02/06/2024
LOCATE	COMPLETE	02/05/2024	02/06/2024
Note: Released By: TONI CHURCHILL - - TCHURCHILL@PALMCOASTGOV.COM
MECH	HOLD	02/05/2024	02/06/2024
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Provide Energy calcs from 2023 code cycle
SW1	COMPLETE	02/05/2024	02/06/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	HOLD	02/05/2024	02/06/2024
Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM This lot has two flood panel numbers both must be listed on survey/site plan Must have a minimum 16ft driveway for each one car garage. Total should be a minimum 32ft in width

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	12/05/2024
RECORDING FEE REIMBURSE DOC	¤44.00	09/03/2024
REINSPECTION RESIDENTIAL	¤40.00	06/21/2024
WATER- TURN ON	¤50.00	03/13/2024
ADJUSTMENT 50%	(¤821.61)	03/13/2024
ADMINISTRATIVE RESIDENTIAL	¤30.00	03/13/2024
INSPECTION - RESIDENTIAL	¤1,256.75	03/13/2024
PLAN REVIEW - RESIDENTIAL	¤356.46	03/13/2024
IMPACT FEE TRANSPORTATION	¤2,890.00	03/13/2024
WATER -IRRIGATION INSPECTION	¤50.00	03/13/2024
SURCHARGE FS 533.721	¤8.22	03/13/2024
SURCHARGE - FS 468.631	¤12.32	03/13/2024
SW ENG - FOUNDATION SURVEY	¤20.00	03/13/2024
SW ENG INSPECTION 80	¤80.00	03/13/2024
SW ENG PRE APRON	¤30.00	03/13/2024
SW ENG - REVIEW 20	¤20.00	03/13/2024
SW ENG RES REVIEW 200	¤200.00	03/13/2024
SEWER INSPECTION	¤25.00	03/13/2024
SEWER CAPITAL FACILITY	¤10,882.06	03/13/2024
WATER CAPITAL FACILITY FEE	¤7,989.02	03/13/2024
SITE PLAN 30	¤30.00	03/13/2024
CONNECTION FEES	¤2,374.52	03/13/2024
FC IMPACT FEE EMS	¤124.00	03/13/2024
IMPACT FEE FIRE	¤856.18	03/13/2024
FC IMPACT FEE LAW ENFORCEMENT	¤436.00	03/13/2024
FC IMPACT FEE LIBRARY	¤536.00	03/13/2024
IMPACT FEE PARKS	¤3,600.18	03/13/2024
IMPACT FEE SCHOOL	¤10,900.00	03/13/2024
Fees	Total Due: ¤0.00	Total Paid: ¤42,059.10