Status: COED

Parcel Id: 07-11-31-7059-00250-0170

CONDITIONED SPACE: 2287 sqft

GARAGE: 524 sqft

OPENED PORCH (WITH ROOF) : 276 sqft

OPENED PORCH (WITH ROOF) : 181 sqft

Total Square Footage: 3268 sqft

Block: 00250

Subdivision: -

Job Phone: (386) 547-0409

Location Address: 83 SEA TRL

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 09/17/2018

NOC: RECORDED

Applicant name: BOHDAN HAWRYLUK

Owner: HAWRYLUK BOHDAN & IDA H&W

Address 14 SLIPPER ORCHARD TRAIL E PALM COAST, FL 32164

Lot: 0170

Contracted Stated Job Value: ¤100,000.00

Job Description: SINGLE FAMILY RESIDENCE

Type: CN

Contractor

INTERCOASTAL CONSTRUCTION CO.

Status	Location Address	State License Number	Phone	Fax
INACTIVE	14 SLIPPER ORCHID TRAIL EAST PALM COAST, FL 32164	CBC035048 (Exp: 08/31/2024)	(386) 547-0409	386-673-8868

Sub Contractors

WILLIE D OGLESBY

Status	Location Address	State License Number	Phone	Fax
CANCEL	8401 STARR DR ORLANDO, FL 32818	CAC1814843 (Exp: 08/31/2022)	407-252-3535	407-668-4066

BOHDAN HAWRYLUK

Status	Location Address	State License Number	Phone	Fax
INACTIVE	14 SLIPPER ORCHID TRAIL EAST PALM COAST, FL 32164	CBC035048 (Exp: 08/31/2024)	(386) 547-0409	386-673-8868

GREGORY ALLEN HENRY

Status	Location Address	State License Number	Phone
ACTIVE	1332 SUNSET BLVD DAYTONA BEACH, FL 32117	EC13009193 (Exp: 08/31/2026)	386-679-6908

JOHN ROBERT LONGFRITZ

Status	Location Address	State License Number	Phone
CANCEL	1323 10TH ST HOLLY HILL, FL 32117	CFC057901 (Exp: 08/31/2022)	386-258-7316

Inspection History

Type	Request Date	Result	Inspector
BLD - BUILDING FINAL	10/13/2020	FINAL APPROVED	FWILLIS
Note: THIS IS A REINSPECTION ADDRESS NUMBERS, SITE ADDRESS NUMBERS FBC R319.1 4 INCH MINIMUM WITH .5 INCH STROKE WIDTH Insulation Calc needed NO WATER!! UNABLE TO CHECK ACCESSORIES.
BLD - BUILDING FINAL	10/12/2020	Disapproved - NO FEE	FWILLIS
Note: ADDRESS NUMBERS, SITE ADDRESS NUMBERS FBC R319.1 4 INCH MINIMUM WITH .5 INCH STROKE WIDTH Insulation Calc needed NO WATER!! UNABLE TO CHECK ACCESSORIES.
ROW - STORMWATER FINAL	10/12/2020	FINAL APPROVED	KHOWELL
U -UTILITY RESIDENTIAL FINAL	10/12/2020	APPROVED - AS NOTED	LFITZGERALD
Note: spoke w/BO who said he would switch out the squared nut sewer cleanout cap with a flush mount
ROW - FINAL APRON (AFTER POUR)	10/09/2020	APPROVED	GBERTOLA
Note: THIS IS A REINSPECTION CLEAN CONCRETE OUT OF CULVERT PIPE AND REMOVE CONCRETE FROM SWALE AREA PAST THE MITERED END FOOTER ON THE RIGHT SIDE 10/09/2020 CORRECTION MADE IT
GRAVITY SEWER TEST	10/08/2020	APPROVED	JGIBSON
Note: As per Mark
ROW - FINAL APRON (AFTER POUR)	08/18/2020	Disapproved - NO FEE	KHOWELL
Note: CLEAN CONCRETE OUT OF CULVERT PIPE AND REMOVE CONCRETE FROM SWALE AREA PAST THE MITERED END FOOTER ON THE RIGHT SIDE
ROW - FINAL INSPECTION	08/18/2020	APPROVED	KHOWELL
ROW FIELD SURVEY /GRADING CERTIFICATION	07/27/2020	APPROVED - AS NOTED	KHOWELL
FINAL SURVEY (OFFICE USE ONLY)	07/27/2020	APPROVED - AS NOTED	KHOWELL
Note: CALL THE UTILITY DEPARTMENT AND GET THEM TO PUT A RAISER ON THE PEP TANK AND CLEAN DIRT AND CONCRETE DEBRIS OUT OF CULVERT PIPE PRIOR TO CALLING IN AFTER POUR AND ROW STORMWATER FINAL INSPECTIONS
ELECTRIC - EARLY POWER	03/02/2020	APPROVED - AS NOTED	RMARTIN
Note: EMAILED FPL RELEAED POWER 10:20
ELECTRIC - EARLY POWER	02/28/2020	Disapproved - NO FEE	JMUNSON
Note: Main breaker is over 6ft 7in to the center. NEC 2014 art 240.24 Neautral is Phased wrong color. NEC 2014 200.7 A/C whip needs to be in box.
ROW- PRE-APRON (PRE-POUR)	02/13/2020	APPROVED - AS NOTED	MMAJEWSKI
Note: THIS IS A REINSPECTION. It is the BUILDER'S RESPONSIBILITY: to recheck elevations and pipe size, to insure that an obstruction does not exist upstream and or downstream, that the culvert pipe is set to and or follows the swale plan, form the driveway to the approved site plan and follow the approved driveway detail sheet provided by the City of Palm Coast. PRIOR to placement of concrete.
ROW- PRE-APRON (PRE-POUR)	02/12/2020	Disapproved - NO FEE	MMAJEWSKI
Note: FORM BOAREDS AT THE TOP OF THE APRON NEED TO BE 18 INCHES FROM EDGE OF PIPE FORM BOARD ALONG EDGE OF PAVEMENT NEEDS TO BE STRAIGHTENED FROM EDGE OF PAVEMENT TO RIGHT OF WAY NEEDS TO BE 5 INCHES THICK, 4 THICK INCHES FROM R.O.W. TO GARAGE MATERIAL NEEDS TO BE HALF WAY UP THE PIPE AND MATERIAL COMPACTED
U - SEWER TIE IN	11/22/2019	APPROVED	FWILLIS
LATH/BRICK/ WATER BARRIER	08/28/2019	APPROVED	DROCKWELL
INSULATION	08/13/2019	APPROVED - AS NOTED	DROCKWELL
Note: Move bath exhaust duct to outside...front bath
PEP TANK INSTALLATION REQUEST	08/13/2019	APPROVED	CSTONE
Note: Once you request your pep tank we ask that you keep the site clear until the tank is in. You will have 72 hours after pep tank request has been approved to get the site ready. Site ready means area is clear without driveway, sod, paint, sidewalks, or irrigation in the way. If you have underground power where the pep tank will be located you will need to have that moved
ALL ROUGH	08/06/2019	APPROVED - AS NOTED	DROCKWELL
Note: Move vent termination points 3ft away from openings in block/Plug hole in dryer vent w/epoxy
ROOF VALLEY & METAL	06/07/2019	APPROVED	DROCKWELL
ROOF SHEATHING / BRACES/TIES/DOWN CELL	05/17/2019	APPROVED	MWILLIAMS
TIE BEAM / LINTEL	04/17/2019	APPROVED	DROCKWELL
ELECTRIC TEMP POLE	04/09/2019	APPROVED - AS NOTED	RMARTIN
Note: SPOKE TO SUSAN FPL RELEASED POWER 3:30
TIE BEAM / LINTEL	04/08/2019	APPROVED	MWILLIAMS
FOUND SURVEY APPROVED (OFFICE)	01/17/2019	APPROVED	JHINDMAN
MONOLITHIC SLAB	01/02/2019	APPROVED	DROCKWELL
Note: THIS IS A REINSPECTION
MONOLITHIC SLAB	12/28/2018	Disapproved -FEE REQUIRED	WMILLER
Note: 1. missing compaction report see highlighted on plans 2. CLEARANCE ON REBAR FROM EARTH 3” FBC R404.1.2.3.7.4
PLUMBING 1ST ROUGH UNDERGROUND	12/12/2018	APPROVED - AS NOTED	JGIBSON
Note: NEED RELIEVING ARCH ON SEWER LINES AT REAR BATHROOM

Review History

Department	Status	Date In	Date Out
SW1	COMPLETE	01/10/2019	01/17/2019
Note: Released By: JHINDMAN
MECH	COMPLETE	09/06/2018	09/13/2018
Note: Released By: JHINDMAN
ZON	COMPLETE	08/28/2018	08/29/2018
Note: Released By: AMOBLEY
MECH	HOLD	08/28/2018	09/04/2018
Note: Held By: JHINDMAN Repeat of previous comment. The total calculated cooling load shows 33,488 btuh and the selected hvac units capacity shows 43,185 btuh. This is over 1.15 times greater than the calculated load and doesn not comply with FBCEC 6th ed. R403.7.1.1 J. Hindman 986-3784.
ZON	HOLD	08/17/2018	08/20/2018
Note: Held By: AMOBLEY Walkways can not exceed the maximum width of 6ft
MECH	HOLD	08/17/2018	08/21/2018
Note: Held By: FREODICA Repeat comment item 4: 4. Provide complete information of selected hvac units on heating/cooling equipment summary per FBCEC 6th ed. R403.7. F.Reodica -386-986-4734. Note: The total calculated cooling load shows 33,488 btuh and the selected hvac units capacity shows 43,185 btuh. This is over 1.15 times greater than the calculated load and doesn not comply with FBCEC 6th ed. R403.7.1.1
BLD	COMPLETE	08/17/2018	08/23/2018
Note: Released By: JHINDMAN
ZON	HOLD	08/07/2018	08/08/2018
Note: Held By: AMOBLEY Walkways can not exceed the maximum width of 6ft Landscape plan is very difficult to read AC pad must be screened with 7 gallon shrubs Please specify the type of trees being used for the 4 required trees Residential homes shall provide foundation plantings consisting of sixteen (16) shrubs. On interior lots, eight (8) shrubs shall be planted in front of the home, and four (4) shrubs planted on each side of the home.
BLD	HOLD	08/07/2018	08/09/2018
Note: Held By: JHINDMAN Wall section section C does not match foundation plan. It is for an interior wall. Section C has both interior and exterior walls on the foundation plan. J. Hindman 986-3784 3rd request
MECH	HOLD	08/07/2018	08/09/2018
Note: Held By: FREODICA Repeat comments: 1. Florida energy code compliance certification shall be signed by owner/agent per FBCEC R405.3. 2. Energy perfomance level (EPL) dispaly card shall be signed by the builder per FBCE 6th ed. 401.3. 3. Referenced design location on energy calculation shows Daytona Beach, FL but equipment sizing calculation shows St. Augustine, FL. Coordinate per FBC 6th ed. 107.1. 4. Provide complete information of selected hvac units on heating/cooling equipment summary per FBCEC 6th ed. R403.7. F.Reodica -386-986-4734.
ZON	HOLD	08/01/2018	08/01/2018
Note: Held By: AMOBLEY Walkways can not exceed the maximum width of 6ft Landscape plan is very difficult to read AC pad must be screened with 7 gallon shrubs Please specify the type of trees being used for the 4 required trees Shrubs must wrap each corner and must have at least 4 shrubs along each side of home
ELEC	COMPLETE	08/01/2018	08/03/2018
Note: Released By: DREWIS
SW1	COMPLETE	08/01/2018	08/03/2018
Note: Released By: DREWIS
BLD	HOLD	08/01/2018	08/03/2018
Note: Held By: JHINDMAN 5. Provide truss layout plan 6th ed. FBC 103.5. 6.. Wall section section C does not match foundation plan. It is for an interior wall. Section C has both interior and exterior walls on the foundation plan. J. Hindman 986-3784
MECH	HOLD	08/01/2018	08/06/2018
Note: Held By: FREODICA Review comments based on submitted correction on energy calculations: 1. Florida energy code compliance certification shall be signed by owner/agent per FBCEC R405.3. 2. Energy perfomance level (EPL) dispaly card shall be signed by the builder per FBCE 6th ed. 401.3. 3. Referenced design location on energy calculation shows Daytona Beach, FL but equipment sizing calculation shows St. Augustine, FL. Coordinate per FBC 6th ed. 107.1. 4. Provide complete information of selected hvac units on heating/cooling equipment summary per FBCEC 6th ed. R403.7. F.Reodica -386-986-4734.
SWALE	COMPLETE	05/10/2018	05/30/2018
Note: Released By: TBAKER
BLD	HOLD	05/10/2018	05/11/2018
Note: Held By: JHINDMAN 1. Provide a complete set of plans that are signed and sealed. the plans only have a photocopy of the seal and the new signature does not have a seal under it per statute. 2. On page 3/8 Provide the correct code references on the plans. The code criteria is not to the current code. The general note number 14 references the wrong code and the handwritten note for the garage walls is the wrong code section.3. The plans have 2 types of design criteria one is for an enclosed building and the other is for a partially enclosed structure with the wrong code sections. 4. Provide a roof underlayment on the typical wall section that complies with the 6th ed. FBC R905.1.1. 5. Provide truss layout plan with connectors per typical wall note and 6th ed. FBC 103.5. 6. page 8 is not legible and roof sheathing table is for 120 mph. not 130.mph. 7. Foundation section C does not match foundation plan. J. Hindman 986-3784
ELEC	HOLD	05/10/2018	05/11/2018
Note: Held By: DREWIS Notes too blurred for review. Update to NEC 2014. Daniel Rewis 986-4736
ENGIN1	COMPLETE	05/10/2018	05/10/2018
Note: Released By: TBAKER
MECH	HOLD	05/10/2018	05/15/2018
Note: Held By: FREODICA 1. Provide hvac plan with signature and licens number of hvac contractor per FBC 6th ed. 105.3.1.2(3) . 2. The capacity of selected hvac units shall not be more than 1.15 times greater than the calculated total cooling load per FBCEC 6th ed. R403.7.1.1. 3. Directional orienatation of the building shown on energy calculations shall be coordinated with site plan to comply with FBCEC 6th ed. R403.7.1. 4. The energy calculations shall be based on the updated code FBCEC 6th ed. (2017). F.Reodica -386-986-4734.
PLUM	COMPLETE	05/10/2018	05/15/2018
Note: Released By: FREODICA
SW1	HOLD	05/10/2018	05/11/2018
Note: Held By: DREWIS Provide a complete site plan with proposed elevations for storm water and grades at the foundation and 10' away per FBC 6th ed. R401.3. and COPC Tech. Manual Sec. 5 Eng. Standard. Daniel Rewis 986-4736
UD1	COMPLETE	05/10/2018	05/15/2018
Note: Released By: MBACON This is a PEP Tank area. The Pep Panel will be placed 5 feet from the front corner of the building on the same side of the building as the PEP tank that is marked on the Utility marked Site plan. Make sure the electrician places the PEP power wire between 3 feet and 5 feet from the ground. The plumber should exit the slab with the sewer pipe on the side of the building the tank will be on and matching the utility marked site plan, this will reduce any piping under driveways or sidewalks and minimize the fall required. The sewer tie-in inspection must be called in the day before the tie-in. The morning of the tie-in the inspector should be contacted to coordinate the time of the tie-in visual inspection so he can witness the tie-in. All new Concrete work including Driveway Pavers must maintain at least a 4.5 feet clear zone from all Water / Reuse Meter Pits or Pep Tank lids and 9 feet behind the pep tank lids. All sewer cleanouts or valves located within the concrete area must be raised flush with the grade and sewer cleanouts must have a flush brass cap.
ZON	HOLD	05/10/2018	05/10/2018
Note: Held By: AMOBLEY Please provide a landscape plan Site plan should show lot total square footage Floor plan area calculations aren't adding up correctly

Fees & Payments

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

Description	Amount Due	Date Paid
CONTRACTOR CHANGE	¤40.00	10/16/2020
REINSPECTION FEE	¤40.00	10/16/2020
NEW RESIDENTIAL INSPECTIONS	¤588.00	09/17/2018
SITE PLAN 20	¤20.00	09/17/2018
SURCHARGE FS 533.721	¤14.55	09/17/2018
SURCHARGE - FS 468.631	¤21.82	09/17/2018
STORM WATER PERMIT FEES	¤80.00	09/17/2018
3% TRANS IMPACT FEE CREDIT	(¤48.96)	09/17/2018
ADMIN FEE	¤20.00	09/17/2018
ELECTRIC FEE	¤236.40	09/17/2018
3% FIRE IMPACT FEE CREDIT	(¤6.56)	09/17/2018
IMPACT FEE FIRE	¤218.79	09/17/2018
IMPACT FEE PARKS	¤849.24	09/17/2018
IMPACT FEE SCHOOL	¤3,600.00	09/17/2018
IMPACT FEE TRANSPORTATION	¤1,632.00	09/17/2018
MECHANICAL FEE	¤236.40	09/17/2018
3% PARKS IMPACT FEE CREDIT	(¤25.48)	09/17/2018
PLAN CHECK FEE	¤117.60	09/17/2018
PLUMBING FEE	¤236.40	09/17/2018
Fees	Total Due: ¤0.00	Total Paid: ¤7,870.20