Status: COED

Parcel Id: 07-11-31-7034-00380-0020

CONDITIONED SPACE: 2347 sqft

GARAGE: 412 sqft

SCREEN PORCH (SOLID ROOF) : 240 sqft

OPENED PORCH (WITH ROOF) : 72 sqft

Total Square Footage: 3071 sqft

Block: 00380

Subdivision: -

Job Phone: 386-960-7720

Location Address: 3 EASTWOOD DR

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 10/09/2018

NOC: RECORDED

Applicant name: LAWRENCE FRED SIETSMA

Owner: AVTEC HOMES INC

Address STE 600 PALM BAY, FL 32907

Address 1663 GEORGIA STREET NE PALM BAY, FL 32907

Lot: 0020

Contracted Stated Job Value: ¤230,000.00

Job Description: SINGLE FAMILY RESIDENCE

Type: CN

Contractor

AVTEC HOMES INC

Status	Location Address	State License Number	Phone
CANCEL	2405 E GRAVES AVE ORANGE CITY, FL 32763	CRC041905 (Exp: 08/31/2024)	386-960-7720

Sub Contractors

DOUGLAS EDWARD RICHARDS

Status	Location Address	State License Number	Phone	Fax
INACTIVE	108 E INDIANA AVENUE DELAND, FL 32724	CCC1328824 (Exp: 08/31/2024)	386-736-4226	386-740-0535

STEVEN JAY SMITH

Status	Location Address	State License Number	Phone
INACTIVE	104 West Cedar Avenue Orange City, FL 32763	EC0001542 (Exp: 08/31/2022)	(386)775-7776

RUSSELL J CARTER

Status	Location Address	State License Number	Phone	Fax
ACTIVE	PO BOX 302 DELAND, FL 32721	CFC1425938 (Exp: 08/31/2026)	386-736-4220	386-736-4219

BRUCE R BOLTON

Status	Location Address	Mailing Address	State License Number	Phone	Fax
CANCEL	1982 SR 44 NEW SMYRNA BEACH, FL 32168	SUITE 357 NEW SMYRNA BEACH, FL 32168	CAC1817407 (Exp: 08/31/2022)	386-216-5975	386-402-4191

Inspection History

Type	Request Date	Result	Inspector
BLD - BUILDING FINAL	04/29/2019	FINAL APPROVED	DROCKWELL
Note: THIS IS A REINSPECTION
ROW - FINAL INSPECTION	04/26/2019	FINAL APPROVED	KHOWELL
Note: THIS IS A REINSPECTION ASPHALT PATCH IS SCHEDULED TO BE DONE TODAY
BLD - BUILDING FINAL	04/26/2019	Disapproved -FEE REQUIRED	DROCKWELL
Note: Attic access cover must be rated for flame spread /
ROW - FINAL INSPECTION	04/24/2019	Disapproved - NO FEE	KHOWELL
Note: REPAIR ROAD DAMAGE RIGHT OF DRIVEWAY, ALSO WANT TO SEE HOW GRADES WORK WHEN IT RAINS AND SEE IF HOME TO THE RIGHT IS BEING IMPACTED WITH RUN OFF FROM THIS PROPERTY
ROW - FINAL APRON (AFTER POUR)	04/23/2019	APPROVED - AS NOTED	KHOWELL
Note: FINISH SAW CUT OVER CULVERT PIPES AND NEED FINAL CITY APPROVED SURVEY TO VERIFY CULVERT INVERT ELEVATIONS
U -UTILITY RESIDENTIAL FINAL	04/23/2019	FINAL APPROVED	AHALL
FINAL SURVEY (OFFICE USE ONLY)	04/18/2019	APPROVED	RLEE
ROW - FINAL APRON (AFTER POUR)	03/28/2019	CANCELLED BY APPLICANT	WEB
U - SEWER TIE IN	03/21/2019	APPROVED	JGIBSON
GRAVITY SEWER TEST	03/21/2019	APPROVED	JGIBSON
ROW- PRE-APRON (PRE-POUR)	03/20/2019	APPROVED - AS NOTED	KHOWELL
Note: It is the BUILDER'S RESPONSIBILITY: to recheck elevations and pipe size, to insure that an obstruction does not exist READY TO POUR 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. ADD FORMS TO THE ENDS OF THE MITERS SO CONCRETE DOES NOT GO UNDER INTO THE SWALE
PROJECT STATUS (OFFICE USE)	03/19/2019	APPROVED - AS NOTED	KHOWELL
Note: MET ON SITE WITH BUILDER TO GO OVER DRIVEWAY FORM WORK
ROW- PRE-APRON (PRE-POUR)	03/18/2019	Disapproved -FEE REQUIRED	KHOWELL
Note: THE ROAD FORM BOARDS NOT ALLOWED TO BE PLACED WHERE CONCRETE WILL BE POURD INTO THE ROADWAY. THE CULVERT PIPE ON THE RIGHT SIDE IS OUT OF TOLERANCE A MAXIMUM OF 0.1' OF SLOPED ALLOWED ACROSS THE PIPE. THE MITERED END SECTIONS NOT FORMED TO CITY STANADARD DRIVEWAY DETAIL 18" FROM THE SIDE OF THE PIPE AT THE TOP AND 9" FROM THE SIDE AT THE BOTTOM. THE FOOTERS ARE REQUIIRED TO BE DUG OUT A MINIMUM OF 3" UNDER THE CULVERT AND 6" DEEP. THA ROAD FORMS ARE REQUIRED TO FOLLOW THE EXISTING EDGE OF PAVEMENT AND FOLLOW THE RADIUS. THE CULVERT PIPES ARE REQUIRED TO BE DUG OUT HALK WAY DOWN THE PIPE SEE STANDARD DETAIL. CULVERT PIPE REQUIRED TO BE 8' FROM EXISTING EDGE OF PAVEMENT. REBAR FOR FOOTERS NOT ON SITE
U - SEWER TIE IN	03/12/2019	CANCELLED BY APPLICANT	WEB
ELECTRIC - EARLY POWER	03/12/2019	APPROVED - AS NOTED	RMARTIN
Note: SPOKE TO SUSAN FPL RELEASED POWER 10:45
GRAVITY SEWER TEST	03/12/2019	CANCELLED BY APPLICANT	WEB
INSULATION	01/16/2019	APPROVED	DROCKWELL
LATH/BRICK/ WATER BARRIER	01/11/2019	APPROVED	DROCKWELL
ALL ROUGH	01/08/2019	APPROVED	DROCKWELL
ROOF VALLEY & METAL	12/21/2018	APPROVED	DROCKWELL
ROOF SHEATHING / BRACES/TIES/DOWN CELL	12/19/2018	APPROVED	DROCKWELL
Note: THIS IS A REINSPECTION
ROOF SHEATHING / BRACES/TIES/DOWN CELL	12/18/2018	Disapproved -FEE REQUIRED	DROCKWELL
Note: Girder trusses require 2 straps...se repair detail/Provide solid blocking along flat top trusses..OSB 7/16 cannot span more than 24in
TIE BEAM / LINTEL	12/03/2018	APPROVED	DROCKWELL
FOUND SURVEY APPROVED (OFFICE)	11/29/2018	APPROVED	DREWIS
MONOLITHIC SLAB	11/19/2018	APPROVED	RLEE
MONOLITHIC SLAB	11/16/2018	CANCELLED BY APPLICANT	WEB
PLUMBING 1ST ROUGH UNDERGROUND	11/14/2018	APPROVED	JGIBSON

Review History

Department	Status	Date In	Date Out
SW1	COMPLETE	04/17/2019	04/18/2019
Note: Released By: RLEE Final S
SW1	COMPLETE	11/29/2018	11/29/2018
Note: Released By: DREWIS Foundation Survey
ZON	COMPLETE	10/03/2018	10/03/2018
Note: Released By: AMOBLEY
ZON	HOLD	09/26/2018	09/26/2018
Note: Held By: AMOBLEY Please revise landscape plan showing the driveway change Please show that the stone on each side of house will wrap corners at least two feet
MECH	COMPLETE	09/26/2018	10/02/2018
Note: Released By: JHINDMAN
BLD	COMPLETE	09/26/2018	10/02/2018
Note: Released By: JHINDMAN
UD1	COMPLETE	09/26/2018	10/02/2018
Note: Released By: MBACON PEP Tank areas new home 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.
SWALE	COMPLETE	09/05/2018	09/12/2018
Note: Released By: TBAKER
BLD	HOLD	09/04/2018	09/10/2018
Note: Held By: JHINDMAN 1. Provide an exterior wall finish that complies with the 6th ed. FBC R 703. (stucco).Code does not define Cementitius coating. J. Hindman 986-3784.
ELEC	COMPLETE	09/04/2018	09/10/2018
Note: Released By: JHINDMAN
ENGIN1	COMPLETE	09/04/2018	09/05/2018
Note: Released By: TBAKER
MECH	HOLD	09/04/2018	09/10/2018
Note: Held By: JHINDMAN 1. Provide missing builders signatures on the energy form R405-2017 page 1 and the Energy Performance display card. J. Hindman 986-3784.
PLUM	COMPLETE	09/04/2018	09/10/2018
Note: Released By: JHINDMAN
SW1	COMPLETE	09/04/2018	09/10/2018
Note: Released By: JHINDMAN
UD1	HOLD	09/04/2018	09/11/2018
Note: Held By: MBACON PEP Panel not shown on electrical plans PEP Panel is not shown in the electrical plan. Submit a new electrical plan showing PEP Panel on the building on the same side of the building as indicated in the Utility marked site plan.
ZON	HOLD	09/04/2018	09/05/2018
Note: Held By: AMOBLEY Banding/stone must wrap corners at least 2ft Can not have an office in a single family residence (change room name on plans) Maximum driveway width can not exceed 35ft and it must arc more to be a circular driveway

Fees & Payments

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

Description	Amount Due	Date Paid
REINSPECTION FEE	¤40.00	04/29/2019
REINSPECTION FEE	¤40.00	03/19/2019
REINSPECTION FEE	¤40.00	12/18/2018
NEW RESIDENTIAL INSPECTIONS	¤580.00	10/09/2018
SITE PLAN 20	¤20.00	10/09/2018
SURCHARGE FS 533.721	¤14.38	10/09/2018
SURCHARGE - FS 468.631	¤21.57	10/09/2018
STORM WATER PERMIT FEES	¤80.00	10/09/2018
3% TRANS IMPACT FEE CREDIT	(¤48.96)	10/09/2018
ADMIN FEE	¤20.00	10/09/2018
ELECTRIC FEE	¤234.00	10/09/2018
3% FIRE IMPACT FEE CREDIT	(¤6.56)	10/09/2018
IMPACT FEE FIRE	¤218.79	10/09/2018
IMPACT FEE PARKS	¤849.24	10/09/2018
IMPACT FEE SCHOOL	¤3,600.00	10/09/2018
IMPACT FEE TRANSPORTATION	¤1,632.00	10/09/2018
MECHANICAL FEE	¤234.00	10/09/2018
3% PARKS IMPACT FEE CREDIT	(¤25.48)	10/09/2018
PLAN CHECK FEE	¤116.00	10/09/2018
PLUMBING FEE	¤234.00	10/09/2018
Fees	Total Due: ¤0.00	Total Paid: ¤7,892.98