Status: FINAL

Parcel Id: 07-11-31-7023-00090-0060

CONDITIONED SPACE: 1870 sqft

GARAGE: 483 sqft

OPENED PORCH (WITH ROOF) : 231 sqft

OPENED PORCH (WITH ROOF) : 118 sqft

Total Square Footage: 2702 sqft

Block: 00090

Subdivision: 2191 - SECTION 23-WYNNFIELD

Job Phone: 386-447-2202

Location Address: 18 WHITCOCK LN

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 07/10/2018

NOC: RECORDED

Applicant name: MICHAEL J LILLY

Owner: AYM HOLDINGS LLC

Address 24 CLARENDON CT S PALM COAST, FL 32137

Lot: 0060

Contracted Stated Job Value: ¤135,000.00

Job Description: SINGLE FAMILY RESIDENCE

Type: CN

Contractor

SERVPRO OF FLAGLER COUNTY

Status	Location Address	State License Number	Phone	Fax
INACTIVE	2205 DOBBS ROAD BUNNELL, FL 32110	CGC1514660 (Exp: 08/31/2024)	904-429-4457	386-206-2188

Sub Contractors

STEPHEN COURTEAUX

Status	Location Address	State License Number	Phone	Fax
ACTIVE	85 North Yonge Street Ormond Beach, FL 32174	EC13001748 (Exp: 08/31/2026)	(386) 672-4900	386-676-7472

BRIAN ALLEN MOLL

Status	Location Address	Mailing Address	State License Number	Phone
ACTIVE	1 ENTERPRISE DRIVE BUNNELL, FL 32110	SUITE 8 BUNNELL, FL 32110	CAC1815106 (Exp: 08/31/2026)	386-447-3782

MICHAEL ANTONIO QUINONES

Status	Location Address	State License Number	Phone
CANCEL	2948 1ST ST ST AUGUSTINE, FL 32084	CFC1429017 (Exp: 08/31/2022)	904-735-5097

JAMES FRANCIS SUPLEE

Status	Location Address	State License Number	Phone	Fax
ACTIVE	1955 ST RF 16 ST AUGUSTINE, FL 32084	CCC1329903 (Exp: 08/31/2026)	904-230-5548	904-230-5547

Inspection History

Type	Request Date	Result	Inspector
BLD - BUILDING FINAL	11/26/2019	FINAL APPROVED	FWILLIS
Note: THIS IS A REINSPECTION
BLD - BUILDING FINAL	11/25/2019	CANCELLED BY APPLICANT	WMILLER
Note: THIS IS A REINSPECTION
BLD - BUILDING FINAL	11/22/2019	CANCELLED BY APPLICANT	JCOLASANTI
U -UTILITY RESIDENTIAL FINAL	11/22/2019	APPROVED - AS NOTED	MBACON
Note: THIS IS A REINSPECTION Sewer cleanout needs to be flush with sod grade
GRAVITY SEWER TEST	11/21/2019	APPROVED - AS NOTED	PBUCKLEY
Note: supporting letter on file
ROW - STORMWATER FINAL	11/13/2019	APPROVED	MMAJEWSKI
Note: THIS IS A REINSPECTION
U -UTILITY RESIDENTIAL FINAL	11/01/2019	Disapproved - NO FEE	LFITZGERALD
Note: pep tank sewer clean out cover not observed, please make visible with it being a flush mount cap that is flush with sod grades.
ROW - DRAINAGE	11/01/2019	APPROVED	MMAJEWSKI
Note: THIS IS A REINSPECTION
ROW - STORMWATER FINAL	11/01/2019	Disapproved - NO FEE	MMAJEWSKI
Note: THERE IS A 20 FOOT LONG AREA IN THE SWALE WHERE THE SOD HAS BEEN TORE UP. THIS WILL NEED TO BE REPLACED.
GRAVITY SEWER TEST	11/01/2019	Disapproved - NO FEE	JCOLASANTI
Note: THIS IS A REINSPECTION need to obtain ok from building official to clear inspection
MONOLITHIC SLAB	11/01/2019	APPROVED	JCOLASANTI
Note: THIS IS A REINSPECTION approved at previous inspection
ROW - FINAL APRON (AFTER POUR)	10/30/2019	APPROVED	MMAJEWSKI
Note: THIS IS A REINSPECTION
ROW - FINAL APRON (AFTER POUR)	10/18/2019	Disapproved -FEE REQUIRED	RGROSS
Note: THIS IS A REINSPECTION. ROAD REPAIR MUST BE HOT PATCH. NOT COLD PATCH. ALSO MUST BE REPAIRED SO AS NOT TO CREATE A TRIPPING HAZARD.
ROW - FINAL APRON (AFTER POUR)	10/16/2019	Disapproved -FEE REQUIRED	MMAJEWSKI
Note: THIS IS A REINSPECTION. PAVEMENT IN FRONT OF DRIVEWAY NOT REPAIRED
ROW FIELD SURVEY /GRADING CERTIFICATION	10/15/2019	APPROVED	MMAJEWSKI
FINAL SURVEY (OFFICE USE ONLY)	10/15/2019	APPROVED	MMAJEWSKI
ROW - FINAL APRON (AFTER POUR)	09/11/2019	Disapproved -FEE REQUIRED	KHOWELL
Note: THIS IS A REINSPECTION CONCRETE APRON IS NOT ALLOWED TO BE PORED INTO THE ROADWAY. THIS INSPECTION CAN NOT BE DONE UNTIL THE FINAL SURVEY HGAS BEEN APPROVED TO VERIFY INVERT ELEVATION OF THE CULVERT PIPE IS CORRECT. THE MITERED ENDS IS REQUIRED TO HAVE 2" OF CONCRETE ABOVE THE OPENING OF ON THE CULVERT MITERED END SECTIONS. SAW CUT IS REQUIRED TO BE OVER THE CENTER OF THE CULVERT PIPE PER DETAIL.
ROW- PRE-APRON (PRE-POUR)	09/10/2019	Disapproved -FEE REQUIRED	RGROSS
Note: THIS IS A REINSPECTION. APRON SLOPE TOO STEEP. SEE CULVERT DETAIL. NEEDS MORE COMPACTION IN THE APRON. REMOVE ORGANIC GRASS GROWING IN THE POUR AREA. DISREGARD THIS INSPECTION RESULT. INSPECTOR ENTERED INFO ON THE WRONG ADDRESS.
ROW- PRE-APRON (PRE-POUR)	09/10/2019	APPROVED - AS NOTED	RGROSS
Note: THIS IS A REINSPECTION. ON SITE WITH SUPER TO ENSURE A FACE BOARD WAS USED ALONG THE ROAD EDGE. AFTER INSTALLED, READY TO POUR. NOTE: THE ORIGINAL INSPECTION FOR THIS CULVERT WAS MISTAKENLY FAILED BY THE INSPECTOR AT A DIFFERENT ADDRESS AND PRE POUR THAT FAILED. THIS WAS RE-SCHEDULED THE SAME DAY BY THE INSPECTOR. ANY QUESTIONS CALL ROBERT 386-793-3980.
ROW- PRE-APRON (PRE-POUR)	08/28/2019	Disapproved -FEE REQUIRED	RGROSS
Note: THIS IS A REINSPECTION. NO SWALE PLAN ON SITE. MITERED ENDS NOT FORMED CORRECTLY. SEE CITY WEB SITE SEARCH "DRIVEWAY CULVERT DETAIL" IT IS A PDF FOR HOW MITERED ENDS ARE TO BE FORMED. PHOTO'S ATTACHED.
ROW- PRE-APRON (PRE-POUR)	08/14/2019	Disapproved -FEE REQUIRED	KHOWELL
Note: SWALE SHEET NOT IN DOC BOX, PIN THE APRROVED SITE PLAN AND SWALE SHEET TOGETHER DID NOT SHOT CULVERT ELEVATION. REMOVE THE GRASS, REPAIR WASHOUTS AND COMPACT THE PAD AREA. 4" MINIMUM THICK CONCRETE REQUIRED PAST THE R.O.W., 5" MINIMUM THICK CONCRETE REQUIRED IN THE R.O.W. THE MITERED ENDS ARE NOT FORMED PER THE CITY STANDARD DETAIL. A ROAD FORM BOARD IS REQUIRED SO THE INSIDE OF THE FORM LINES UP WITH THE EXISTING EDGE OF PAVEMENT. THE CULVERT FOOTERS ARE REQUIRED TO BE MINIMUM OF 6" DEEP, SEE CITY STANDARD DRIVEWAY DETAIL
MONOLITHIC SLAB	08/14/2019	Disapproved - NO FEE	FWILLIS
Note: THIS IS A REINSPECTION Driveway Apron not 6" in areas as required by code.
ELECTRIC - EARLY POWER	07/09/2019	APPROVED	JDELBONIS
Note: THIS IS A REINSPECTION not conected in meter panel
U - SEWER TIE IN	06/03/2019	APPROVED - AS NOTED	JGIBSON
Note: THIS IS A REINSPECTION STILL NEED TEST ON GRAVITY SEWER AND GRAVITY SEWER INSPECTION
U - SEWER TIE IN	05/22/2019	Disapproved - NO FEE	JGIBSON
Note: per contractor NEED C/O AT TAPE LOCATION
GRAVITY SEWER TEST	05/22/2019	Disapproved -FEE REQUIRED	JGIBSON
Note: P-312.6 GRAVITY SEWER TEST, NO 5' HEAD TEST
INSULATION	03/18/2019	APPROVED	JCOLASANTI
ALL ROUGH	03/15/2019	APPROVED - AS NOTED	WMILLER
Note: NEED TO SEE THE FOLLOWING BY INSULATION INSPECTION (WAS REQUEST ALREADY AT ALL-ROUGH INSPEDCTION PRIOR) provide 5ft test pressure on waste lines. 5th ed. FBC R P2503.5.1. 2 (SECOND REQUEST)
INSULATION	03/13/2019	Disapproved - NO FEE	JCOLASANTI
Note: need to have approved all rough inspection before insullation inspection
LATH/BRICK/ WATER BARRIER	03/08/2019	APPROVED	JCOLASANTI
ALL ROUGH	03/05/2019	Disapproved -FEE REQUIRED	JCOLASANTI
Note: need to seal tub trench..need to install plastic, treat and seal slab at front guest bedroom... provide 5ft test pressure on waste lines. 5th ed. FBC R P2503.5.1. 2
ROW - FINAL INSPECTION	01/04/2019	CANCELLED BY APPLICANT	STHOMAS
ALL ROUGH	01/03/2019	Disapproved -FEE REQUIRED	JCOLASANTI
Note: need exterior doors and windows at time of inspection
ROOF VALLEY & METAL	12/27/2018	APPROVED	JCOLASANTI
U - SEWER TIE IN	12/04/2018	CANCELLED BY APPLICANT	WEB
ROOF SHEATHING / BRACES/TIES/DOWN CELL	12/03/2018	APPROVED	MWILLIAMS
ROOF SHEATHING / BRACES/TIES/DOWN CELL	11/19/2018	Disapproved -FEE REQUIRED	RLEE
Note: need revision to show truss connection to block, detail shows twist straps for repair of missing straps 802 Also need full set of approved plans in organized fashion with truss engineering package on site for next inspection
ROOF SHEATHING / BRACES/TIES/DOWN CELL	11/09/2018	Disapproved - NO FEE	JCOLASANTI
Note: need revision to show truss connection to block, detail shows twist straps for repair of missing straps 802
ROOF SHEATHING / BRACES/TIES/DOWN CELL	11/06/2018	Disapproved - NO FEE	JCOLASANTI
Note: roof sheathing needs to be complete for this inspection
ROOF VALLEY & METAL	11/05/2018	Disapproved -FEE REQUIRED	JCOLASANTI
Note: not ready for roof valley inspection
TIE BEAM / LINTEL	10/09/2018	APPROVED	JCOLASANTI
FOUND SURVEY APPROVED (OFFICE)	10/08/2018	APPROVED	DREWIS
MONOLITHIC SLAB	09/25/2018	APPROVED	JCOLASANTI
Note: this inspection already complete, need to call tie beam/lintel
MONOLITHIC SLAB - GREEN	09/11/2018	APPROVED	JCOLASANTI
MONOLITHIC SLAB	09/10/2018	Disapproved - NO FEE	JCOLASANTI
Note: DOCUMENTS MUST BE APPROVED AND KEPT ON SITE AND SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL 107.3,1. (need documents onsite at time of inspection)
ELECTRIC TEMP POLE	08/23/2018	APPROVED - AS NOTED	RMARTIN
Note: SPOKE TO SUSAN FPL RELEASED TEMP POWER 10:00
ELECTRIC - EARLY POWER	08/22/2018	Disapproved - NO FEE	RMARTIN
Note: WRONG INSPECTION IS CALLED IN, NEEDS TO BE TEMP POLE INSPECTION
PLUMBING 1ST ROUGH UNDERGROUND	08/16/2018	APPROVED	JCOLASANTI
ROW - DRAINAGE	08/15/2018	Disapproved - NO FEE	KHOWELL
Note: EROSION FROM YOUR SITE IS RUNNING INTO THE SWALE AT 20 WHITCOCK LANE THAT NEEDS TO BE REMOVED AND SILT FENCE INSTALLED ALSO REMOVE DIRT FROM THE SWALE THAT IS BLOCKING THE FLOW OF WATER. THIS WILL BE REINSPECTED FOR CORRECTION ON TUESDAY AUGUST 21, 2018. IF IT HAS NOT BEEN CORRECTED THERE BE INSPECTION FEES FOR THIS UNTIL IT IS CORRECTED
PLUMBING 1ST ROUGH UNDERGROUND	08/14/2018	Disapproved -FEE REQUIRED	JGIBSON
Note: P-2503.2 CONCEALMENT-UNCOVER ALL FITTINGS AND PIPE FOR INSPECTION,P-2503.5.1 ROUGH PLUMBING TEST HEAD PRESSURE NOT HOLDING, NEED TO REMOVEALL TREE STUMPS FROM SLAB P-2604.1
PLUMBING 1ST ROUGH UNDERGROUND	08/13/2018	Disapproved -FEE REQUIRED	JCOLASANTI
Note: DOCUMENTS MUST BE APPROVED AND KEPT ON SITE AND SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL 107.3,1. (need documents onsite at time of inspection)....NOC need to be posted on site....need plumbing riser on site at time of inspection

Review History

Department	Status	Date In	Date Out
BLD	COMPLETE	01/04/2019	01/10/2019
Note: Released By: JHINDMAN
BLD	COMPLETE	11/14/2018	11/21/2018
Note: Released By: RLEE
SW1	COMPLETE	10/03/2018	10/08/2018
Note: Released By: DREWIS Foundation survey
MECH	COMPLETE	06/29/2018	06/29/2018
Note: Released By: FREODICA
MECH	HOLD	06/21/2018	06/28/2018
Note: Held By: FREODICA Review comments on submitted correction for energy caculations dated 6-21-18 : 1. Insulation R-value for exterior block wall, 8 inch thick (item 9c) shows manually input data of R=4.4 on EPL display card but anotther manually input data for the same wall shows R=0 on page 4 of energy calculation. These insulation R-value data shall be computer-entered into the energy calculation software and not manually- done to be included in the calculations per FBCEC 6th ed. R405.4. 2. Revised equipment sizing calculations shall be included in the submittal package due to changes per FBCEC 6th ed. R403. 7.1. F. Reodica -386-986-4734.
PLUM	COMPLETE	06/14/2018	06/15/2018
Note: Released By: FREODICA
MECH	HOLD	06/14/2018	06/15/2018
Note: Held By: FREODICA Repeat comment: Repeat comment: Provide complete package of energy calculations, the number of bedrooms and R- value on block wall stucco (item 9c) are not indicated per FBCEC 6th ed. R405. F.Reodica -386-986-4734. Note: The insulation R-value on block wll stucco (item 9c) on energy calculation still shows zero (0) value.
UD1	COMPLETE	06/07/2018	06/13/2018
Note: Released By: LFITZGERALD 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. The NFPA Clear Zone distance there can be no obstacles in front of the Hydrant and 7.5’ on the sides or 4’ behind
PLUM	HOLD	06/07/2018	06/08/2018
Note: Held By: FREODICA Repeat comment: Provide complete pipe sizes and indicate the fixtures name for clarity per FBC 6th ed. 105.3.1. F.Reodica -386-986-4734.
MECH	HOLD	06/07/2018	06/08/2018
Note: Held By: FREODICA Repeat comment: Provide complete package of energy calculations, the number of bedrooms and R- value on block wall stucco (item 9c) are not indicated per FBCEC 6th ed. R405. F.Reodica -386-986-4734.
ZON	COMPLETE	06/07/2018	06/08/2018
Note: Released By: AMOBLEY
ELEC	COMPLETE	06/07/2018	06/11/2018
Note: Released By: DREWIS
ELEC	HOLD	05/25/2018	05/29/2018
Note: Held By: DREWIS Update code references to the FBC 6ht ed and 2014 NEC. Provide an additional GFCI in the laundry area, 210.52F Daniel Rewis 986-4736
SW1	COMPLETE	05/25/2018	05/31/2018
Note: Released By: DREWIS
BLD	COMPLETE	05/25/2018	05/31/2018
Note: Released By: JHINDMAN
UD1	HOLD	05/25/2018	05/29/2018
Note: Held By: MBACON 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.
MECH	HOLD	05/25/2018	05/29/2018
Note: Held By: FREODICA Provide complete package of energy calculations, Energy Performace Level (EPL) display card and other mandatory requirements are missing, the number of bedrooms and R- value on block wall stucco (item 9c) are not indicated per FBCEC 6th ed. R405. F.Reodica -386-986-4734.
PLUM	HOLD	05/25/2018	05/29/2018
Note: Held By: FREODICA Provide complete pipe sizes and indicate the fixtures name for clarity per FBC 6th ed. 105.3.1. F.Reodica -386-986-4734.
ZON	HOLD	05/25/2018	05/29/2018
Note: Held By: TDOAK REPEAT COMMENTS: 1. Landscape plan must depict the following: a. There must be a minimum of 4 foundation plantings on the each side of home and 8 foundation plantings in the front. (THIS DOES NOT INCLUDE THE 7 GALLON PLANTS SCREENING THE A/C EQUIPMENT). b. Foundation plantings must wrap the corners of the home. c. What type of sod will be installed? If St Augustine, plans must note that an irrigation system will be included. d. Demonstrate which existing trees will be saved. Also note that saved trees must be barricaded to the dripline throughout the construction process.
ENGIN1	COMPLETE	05/25/2018	06/01/2018
Note: Released By: TBAKER
ENGIN1	COMPLETE	05/09/2018	05/10/2018
Note: Released By: TBAKER Held By: TBAKER SITE BENCHMARK NEEDS TO BE RESET DUE TO VANDALISM
SWALE	COMPLETE	04/27/2018	06/01/2018
Note: Released By: TBAKER
BLD	HOLD	04/25/2018	05/01/2018
Note: Held By: JHINDMAN 1. Provide signed and sealed plans 6th ed. FBC 107.1. J. Hindman 986-3784.
ELEC	HOLD	04/25/2018	04/27/2018
Note: Held By: DREWIS Provide signature and license number of the electrical contractor on the plans or the signature and seal of an engineer, FBC 6th ed. 107.1. Provide a plan with clear notes, notes provided are too blurred for review. Provide a riser diagram. Provide an additional GFCI in the laundry area, 210.52F Provide receptacles for kitchen counters, bedroom and great area, 210.52. Daniel Rewis 986-4736
ENGIN1	COMPLETE	04/25/2018	04/27/2018
Note: Released By: TBAKER
MECH	HOLD	04/25/2018	05/02/2018
Note: Held By: FREODICA 1. Provide energy calculations using peformance method per FBCEC 6th ed. R405. 2. Provide complete hvac plan either prepared by design professional or an hvac contractor with signature and license number per FBC 6th ed. 107.1. F.Reodica -386-986-4734.
PLUM	HOLD	04/25/2018	05/02/2018
Note: Held By: FREODICA Provide sanitary riser diagram either prepared by design professional or a plumbing contractor with signature and license number per FBC 6th ed. 107.1 F.Reodica -386-986-4734.
SW1	HOLD	04/25/2018	04/27/2018
Note: Held By: DREWIS Leftside proposed elevation 28.4'-27.3' allow flow from the adjacent property, Tech. Manual Sec. 5 Eng. Standard 300.01 A1 c6. Daniel Rewis 986-4736
UD1	HOLD	04/25/2018	05/02/2018
Note: Held By: MBACON 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	04/25/2018	04/26/2018
Note: Held By: TDOAK 1. Landscape plan must depict the following: a. That as per Land Development Code 11.02.03.D.2, the plan must demonstrate that the minimum NUMBER, TYPE AND SIZE of foundation plantings is being met. b. There must be a minimum of 4 foundation plantings on the each side of home and 8 foundation plantings in the front. c. Foundation plantings must wrap the corners of the home. d. A/C must be screened from the public right-of-way as well as neighboring property with 7 gallon plantings. e. Demonstrate which existing trees will be saved. Also note that saved trees must be barricaded to the dripline throughout the construction process. 2. Color Sheet must depict the garage door color name, manufacturer and its LRV. 3. Plans must show all exterior elevations, not just the right and left.

Fees & Payments

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

Description	Amount Due	Date Paid
ELECTRIC FEE	¤205.20	07/10/2018
3% FIRE IMPACT FEE CREDIT	(¤6.56)	07/10/2018
IMPACT FEE FIRE NONRESIDENTIAL	¤218.79	07/10/2018
IMPACT FEE PARKS	¤849.24	07/10/2018
IMPACT FEE SCHOOL	¤3,600.00	07/10/2018
IMPACT FEE TRANSPORTATION	¤1,632.00	07/10/2018
MECHANICAL FEE	¤205.20	07/10/2018
3% PARKS IMPACT FEE CREDIT	(¤25.48)	07/10/2018
PLAN CHECK FEE	¤96.80	07/10/2018
PLUMBING FEE	¤205.20	07/10/2018
ADMIN FEE	¤20.00	07/10/2018
NEW RESIDENTIAL INSPECTIONS	¤484.00	07/10/2018
SITE PLAN 20	¤20.00	07/10/2018
SURCHARGE FS 533.721	¤12.36	07/10/2018
SURCHARGE - FS 468.631	¤18.55	07/10/2018
STORM WATER PERMIT FEES	¤80.00	07/10/2018
3% TRANS IMPACT FEE CREDIT	(¤48.96)	07/10/2018
REVISION	¤40.00
CONTRACTOR CHANGE	¤40.00
CONTRACTOR CHANGE	¤40.00
REINSPECTION FEE	¤40.00
REINSPECTION FEE	¤40.00
REINSPECTION FEE	¤40.00
REINSPECTION FEE	¤40.00
REINSPECTION FEE	¤40.00
REINSPECTION FEE	¤40.00
REINSPECTION FEE	¤40.00
REINSPECTION FEE	¤40.00
REINSPECTION FEE	¤40.00
REINSPECTION FEE	¤40.00
REINSPECTION FEE	¤40.00
REINSPECTION FEE	¤40.00
REINSPECTION FEE	¤40.00
Fees	Total Due: ¤640.00	Total Paid: ¤7,566.34