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Permit #2021100375
Permit Details
Status: COED
| Parcel Id: 07-11-31-7027-00090-0340 |
| CONDITIONED SPACE: 2091 sqft |
| GARAGE: 770 sqft |
| OPENED PORCH (WITH ROOF) : 371 sqft |
| OPENED PORCH (WITH ROOF) : 72 sqft |
| Total Square Footage: 3304 sqft |
| Block: 00090 |
| Subdivision: 2128 - SECTION 27-WYNNFIELD |
| Job Phone: (386) 445-2222 |
| Location Address: 11 WOODSTONE LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 12/01/2021 |
| NOC: RECORDED |
| Applicant name: MICHAEL STEPHAN MULLEN |
| Owner: MULLEN CONSTRUCTION CO, INC DBA |
|
Address TOWN & COUNTRY HOMES BUNNELL, FL 32110 |
|
Address 1 ENTERPRISE DR BUNNELL, FL 32110 |
| Lot: 0340 |
| Contracted Stated Job Value: ¤190,000.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
TOWN & COUNTRY HOMES
| Status | Location Address | State License Number | Phone |
| ACTIVE |
1 Enterprise Drive Bunnell, FL 32110 |
CGC049972 (Exp: 08/31/2026) | (386) 445-2222 |
Sub Contractors
DANIEL DAVID RUTKOWSKI III
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
1687 STATE AVENUE HOLLY HILL, FL 32117 |
CCC1328639 (Exp: 08/31/2026) | 386-290-7490 | 386-256-0001 |
WILLIAM FRANK DUDLEY JR.
| Status | Location Address | State License Number | Phone |
| ACTIVE |
P.O. BOX 978 Bunnell, FL 32110 |
EC0003177 (Exp: 08/31/2026) | (386)437-3068 |
DENNIS GENE GAINEY
| Status | Location Address | State License Number | Phone | Fax |
| INACTIVE |
P.O. BOX 1203 Bunnell, FL 32110 |
CFC046004 (Exp: 08/31/2026) | (386) 437-5637 | 386-437-3012 |
DANIEL P HUCKS
| Status | Location Address | State License Number | Phone | Fax |
| CANCEL |
400 N. U.S. 1 Ormond Beach, FL 32174 |
CAC029376 (Exp: 08/31/2024) | 386-672-8494 | 386-673-7856 |
Inspection History
| Type | Request Date | Result | Inspector |
| U-CROSS CONNECTION | 12/19/2022 | APPROVED - AS NOTED | LFITZGERALD |
| Note: has potable irrigation with PVB installed-no cross connection | |||
| ROW - STORMWATER FINAL | 12/19/2022 | CANCELLED BY APPLICANT | WEB |
| Note: 10/28/2022 - PREVIOUS INSPECTION NOTES ** 10/28/22 RIGHT SIDE ALONG FENCE HOLDING WATER BACK RIGHT CORNER OF HOUSE BETWEEN HOUSE AND FENCE GROUND IS NOT SODDED HOLDING WATERLARGE TARP ON GROUND. ** LEFT REAR CORNER GROUND TORE UP FRONT LEFTT RUTS FROM MACHINE NEED TO BE REPAIRED ** CUT GRASS TO SEE THE CONTOURS OF LAND. 9/15/2022 - PREVIOUS INSPECTION NOTES ** 09/15/22 RIGHT REAR CORNER BETWEEN HOUSE AND FENCE LINE IS A LOW SPOT HAVING A PONDING OF WATER NEED TO RAISE WITH A POSITIVE FLOW TO THE FRONT TO DRAIN STORMWATER ** LEFT SIDE ALONG PROPERTY LINE OF CITY EASEMENT, NEEDS TO BE SODDED FOR EROSION CONTROL OF ALL BARE AREAS OF EARTH. ** LEFT SIDE BUILDER NEEDS TO REMOVE ALL TRASH AND CONSTRUCTION DEBRIS FROM EASEMENT | |||
| ROW - STORMWATER FINAL | 12/19/2022 | APPROVED | GBERTOLA |
| Note: 12/19/22=AT THE TIME OF THE INSPECTION EVERYTHING LOOK GOOD 10/28/2022 - PREVIOUS INSPECTION NOTES ** 10/28/22 RIGHT SIDE ALONG FENCE HOLDING WATER BACK RIGHT CORNER OF HOUSE BETWEEN HOUSE AND FENCE GROUND IS NOT SODDED HOLDING WATERLARGE TARP ON GROUND. ** LEFT REAR CORNER GROUND TORE UP FRONT LEFTT RUTS FROM MACHINE NEED TO BE REPAIRED ** CUT GRASS TO SEE THE CONTOURS OF LAND. 9/15/2022 - PREVIOUS INSPECTION NOTES ** 09/15/22 RIGHT REAR CORNER BETWEEN HOUSE AND FENCE LINE IS A LOW SPOT HAVING A PONDING OF WATER NEED TO RAISE WITH A POSITIVE FLOW TO THE FRONT TO DRAIN STORMWATER ** LEFT SIDE ALONG PROPERTY LINE OF CITY EASEMENT, NEEDS TO BE SODDED FOR EROSION CONTROL OF ALL BARE AREAS OF EARTH. ** LEFT SIDE BUILDER NEEDS TO REMOVE ALL TRASH AND CONSTRUCTION DEBRIS FROM EASEMENT | |||
| ROW - STORMWATER FINAL | 10/28/2022 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 10/28/22 RIGHT SIDE ALONG FENCE HOLDING WATER BACK RIGHT CORNER OF HOUSE BETWEEN HOUSE AND FENCE GROUND IS NOT SODDED HOLDING WATERLARGE TARP ON GROUND. ** LEFT REAR CORNER GROUND TORE UP FRONT LEFTT RUTS FROM MACHINE NEED TO BE REPAIRED ** CUT GRASS TO SEE THE CONTOURS OF LAND. 9/15/2022 - PREVIOUS INSPECTION NOTES ** 09/15/22 RIGHT REAR CORNER BETWEEN HOUSE AND FENCE LINE IS A LOW SPOT HAVING A PONDING OF WATER NEED TO RAISE WITH A POSITIVE FLOW TO THE FRONT TO DRAIN STORMWATER ** LEFT SIDE ALONG PROPERTY LINE OF CITY EASEMENT, NEEDS TO BE SODDED FOR EROSION CONTROL OF ALL BARE AREAS OF EARTH. ** LEFT SIDE BUILDER NEEDS TO REMOVE ALL TRASH AND CONSTRUCTION DEBRIS FROM EASEMENT | |||
| BLD - BUILDING FINAL | 10/13/2022 | FINAL APPROVED | MKRASKI |
| BLD - BUILDING FINAL | 10/12/2022 | CANCELLED BY APPLICANT | MKRASKI |
| Note: New inspection due to canceled inspection 10/7/2022 - PREVIOUS INSPECTION NOTES Address number must be on home before final inspection | |||
| BLD - BUILDING FINAL | 10/10/2022 | CANCELLED BY APPLICANT | WEB |
| Note: 10/7/2022 - PREVIOUS INSPECTION NOTES Address number must be on home before final inspection | |||
| BLD - BUILDING FINAL | 10/07/2022 | Disapproved - NO FEE | MKRASKI |
| Note: Address number must be on home before final inspection | |||
| U -UTILITY RESIDENTIAL FINAL | 09/20/2022 | FINAL APPROVED | LFITZGERALD |
| Note: 9/15/2022 - PREVIOUS INSPECTION NOTES sewer riser pipe for the clean out cap is cut at a 45 degree angle and cap was loose fitting upon inspection. It is uncertain if cap assembly is full fitting and there is a possibility that soils can/will flow into the sewer line where the gap is from the pipe being cut on this angle. I called both phone numbers on the permit hoping to receive a response but presenly no reply so we could maybe meet in the field and evaluate this issue. The best /proper solution is to cut pipe flush and see if cap is not to low once fitted. If too low then add a piece of pipe and make flush with grades. | |||
| BLD - BUILDING FINAL | 09/16/2022 | CANCELLED BY APPLICANT | KSANDOE |
| ROW - STORMWATER FINAL | 09/15/2022 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 09/15/22 RIGHT REAR CORNER BETWEEN HOUSE AND FENCE LINE IS A LOW SPOT HAVING A PONDING OF WATER NEED TO RAISE WITH A POSITIVE FLOW TO THE FRONT TO DRAIN STORMWATER ** LEFT SIDE ALONG PROPERTY LINE OF CITY EASEMENT, NEEDS TO BE SODDED FOR EROSION CONTROL OF ALL BARE AREAS OF EARTH. ** LEFT SIDE BUILDER NEEDS TO REMOVE ALL TRASH AND CONSTRUCTION DEBRIS FROM EASEMENT | |||
| ROW - FINAL APRON (AFTER POUR) | 09/15/2022 | APPROVED | EMADISON |
| U -UTILITY RESIDENTIAL FINAL | 09/15/2022 | Disapproved - NO FEE | LFITZGERALD |
| Note: sewer riser pipe for the clean out cap is cut at a 45 degree angle and cap was loose fitting upon inspection. It is uncertain if cap assembly is full fitting and there is a possibility that soils can/will flow into the sewer line where the gap is from the pipe being cut on this angle. I called both phone numbers on the permit hoping to receive a response but presenly no reply so we could maybe meet in the field and evaluate this issue. The best /proper solution is to cut pipe flush and see if cap is not to low once fitted. If too low then add a piece of pipe and make flush with grades. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 09/14/2022 | APPROVED | RGROSS |
| Note: Inspector Notes from Inspection 9270 **08/08/22= AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''' ** 08/05/22 FORM BOARDS ARE NOT IN PLACE AT THE TIME OF INSPECTION ** BAND NEEDS TO BE TURNED SO BOLTS ARE DOWN ALONG THE SIDE NOT ON TOP OF PIPE ** PHOTOS ATTACHED THIS IS A REINSPECTION ** 08/04/22 CULVERT PIPE IS OUT OF TOLERANCE 2.5 TENTHS HIGH ON LEFT SIDE ** MATERIAL AROUND PIPE IS TOO AND WET TO POUR NO COMPACTION Culvert too low in the center where the band is. 3 tenths lower than the culvert end on one side and 2 tenths lower than the culvert end on the other side. | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 09/14/2022 | APPROVED | RGROSS |
| Note: Inspector Notes from Inspection 9270 **08/08/22= AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''' ** 08/05/22 FORM BOARDS ARE NOT IN PLACE AT THE TIME OF INSPECTION ** BAND NEEDS TO BE TURNED SO BOLTS ARE DOWN ALONG THE SIDE NOT ON TOP OF PIPE ** PHOTOS ATTACHED THIS IS A REINSPECTION ** 08/04/22 CULVERT PIPE IS OUT OF TOLERANCE 2.5 TENTHS HIGH ON LEFT SIDE ** MATERIAL AROUND PIPE IS TOO AND WET TO POUR NO COMPACTION Culvert too low in the center where the band is. 3 tenths lower than the culvert end on one side and 2 tenths lower than the culvert end on the other side. | |||
| ROW- PRE-APRON (PRE-POUR) | 08/08/2022 | APPROVED - AS NOTED | GBERTOLA |
| Note: **08/08/22= AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''' ** 08/05/22 FORM BOARDS ARE NOT IN PLACE AT THE TIME OF INSPECTION ** BAND NEEDS TO BE TURNED SO BOLTS ARE DOWN ALONG THE SIDE NOT ON TOP OF PIPE ** PHOTOS ATTACHED THIS IS A REINSPECTION ** 08/04/22 CULVERT PIPE IS OUT OF TOLERANCE 2.5 TENTHS HIGH ON LEFT SIDE ** MATERIAL AROUND PIPE IS TOO AND WET TO POUR NO COMPACTION Culvert too low in the center where the band is. 3 tenths lower than the culvert end on one side and 2 tenths lower than the culvert end on the other side. | |||
| ROW- PRE-APRON (PRE-POUR) | 08/05/2022 | Disapproved -FEE REQUIRED | EMADISON |
| Note: THIS IS A REINSPECTION ** 08/05/22 FORM BOARDS ARE NOT IN PLACE AT THE TIME OF INSPECTION ** BAND NEEDS TO BE TURNED SO BOLTS ARE DOWN ALONG THE SIDE NOT ON TOP OF PIPE ** PHOTOS ATTACHED THIS IS A REINSPECTION ** 08/04/22 CULVERT PIPE IS OUT OF TOLERANCE 2.5 TENTHS HIGH ON LEFT SIDE ** MATERIAL AROUND PIPE IS TOO AND WET TO POUR NO COMPACTION Culvert too low in the center where the band is. 3 tenths lower than the culvert end on one side and 2 tenths lower than the culvert end on the other side. | |||
| ROW- PRE-APRON (PRE-POUR) | 08/04/2022 | Disapproved -FEE REQUIRED | EMADISON |
| Note: THIS IS A REINSPECTION ** 08/04/22 CULVERT PIPE IS OUT OF TOLERANCE 2.5 TENTHS HIGH ON LEFT SIDE ** MATERIAL AROUND PIPE IS TOO AND WET TO POUR NO COMPACTION Culvert too low in the center where the band is. 3 tenths lower than the culvert end on one side and 2 tenths lower than the culvert end on the other side. | |||
| ELECTRIC - EARLY POWER | 07/29/2022 | APPROVED - AS NOTED | KSANDOE |
| Note: Emailed FPL @0757. Release Power | |||
| ROW- PRE-APRON (PRE-POUR) | 07/25/2022 | Disapproved -FEE REQUIRED | RGROSS |
| Note: Culvert too low in the center where the band is. 3 tenths lower than the culvert end on one side and 2 tenths lower than the culvert end on the other side. | |||
| LATH/BRICK/ WATER BARRIER | 07/13/2022 | APPROVED | MKRASKI |
| INSULATION | 06/23/2022 | APPROVED | MKRASKI |
| Note: | |||
| INSULATION | 06/22/2022 | Disapproved - NO FEE | MKRASKI |
| Note: 6/22 1. Failed 5' head pressure test FBC P2503.5.1 2. Base plate on wood frame garage wall needs to be sealed | |||
| INSULATION | 06/21/2022 | Disapproved -FEE REQUIRED | LMILLER |
| Note: still need the following from all-rough 1. Nail plate missing and romex not secure in strap on left wall of front entry marked with orange pain on stud (From all-rough) 2. No 5' head pressure present (from all-rough) 3. No exterior doors installed (from allrough)... these were installed but the slider track closest to the kitchen is missing screws | |||
| ALL ROUGH | 06/03/2022 | APPROVED - AS NOTED | MKRASKI |
| Note: 1. Nail plate missing and romex not secure in strap on left wall of front entry marked with orange pain on stud 2. No 5' head pressure present 3. No exterior doors installed Check on insulation | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 06/02/2022 | APPROVED | MKRASKI |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 04/18/2022 | Disapproved - NO FEE | MKRASKI |
| Note: 1. load bearing wall achors not tighened down 2. several truss straps not attached around house | |||
| ROOF VALLEY & METAL | 04/18/2022 | APPROVED | MKRASKI |
| ROOF SHEATHING | 04/01/2022 | APPROVED | MKRASKI |
| WALL SHEATHING | 03/31/2022 | APPROVED | MKRASKI |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 03/30/2022 | Disapproved -FEE REQUIRED | FWILLIS |
| Note: DOCUMENTS MUST BE APPROVED AND KEPT ON SITE 107.3,1. AND SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL NO APPROVED PLANS ON SITE. | |||
| FOUND SURVEY APPROVED (OFFICE) | 03/29/2022 | APPROVED | TBAKER |
| TIE BEAM / LINTEL | 03/11/2022 | APPROVED | MKRASKI |
| MONOLITHIC SLAB | 02/14/2022 | APPROVED | MKRASKI |
| PLUMBING 1ST ROUGH UNDERGROUND | 02/03/2022 | APPROVED | MGIBSON |
| GRAVITY SEWER TEST | 02/03/2022 | APPROVED | MGIBSON |
| U - SEWER TIE IN | 02/03/2022 | APPROVED | MGIBSON |
| WATER METER INSTALLATION REQUEST | 01/28/2022 | APPROVED | CSTONE |
Review History
| Department | Status | Date In | Date Out |
| BLD | CANCEL | 03/28/2022 | 03/29/2022 |
| ENGIN1 | COMPLETE | 03/28/2022 | 03/29/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 03/28/2022 | 03/28/2022 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 11/04/2021 | 11/08/2021 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ELEC | HOLD | 11/01/2021 | 11/02/2021 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM Need smoke alarm in master bedroom and outside of it. FRC 2020 314.3 2nd REQUEST | |||
| MECH | COMPLETE | 11/01/2021 | 11/02/2021 |
| Note: Released By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 11/01/2021 | 11/02/2021 |
| Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM | |||
| BLD | HOLD | 10/11/2021 | 10/12/2021 |
| Note: Held By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM All comments below per the 2020 Florida Building Code-Building REVIEW COMMENTS: 1. SP4 is called-out for bottom plate to stud connector in detail 2/F. Per Simpson, SP4 is to be used for a top plate application. A revision is required to provide a connector for the proposed use. 2. Typical Block Wall Section calls-out tile roofing. Product approval and roofing worksheet show asphalt shingles. Provide which is correct and revise to reflect the correct roofing materials to be used. 3. Provide Product Approval number for the proposed to be installed. Product installation instruction was submitted, with no approval number. a. Properly identify Florida Product Approval Number (i.e. 15332.#, 18644.#.); there are various types of approvals. | |||
| CUSVC | COMPLETE | 10/11/2021 | 10/14/2021 |
| Note: Released By: HALEIGH HAND - - | |||
| ELEC | HOLD | 10/11/2021 | 10/11/2021 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM Need smoke alarm in master bedroom and outside of it. FRC 2020 314.3 | |||
| ENGIN1 | COMPLETE | 10/11/2021 | 10/11/2021 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| LOCATE | COMPLETE | 10/11/2021 | 10/12/2021 |
| Note: Released By: CANDACE STONE - - CSTONE@PALMCOASTGOV.COM | |||
| MECH | HOLD | 10/11/2021 | 10/12/2021 |
| Note: Held By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM 1. Provide Energy Calcs from 2020 7Th edition code cycle | |||
| SW1 | COMPLETE | 10/11/2021 | 10/14/2021 |
| Note: Released By: KALEN RUTH - (386)566-1273 - KKRUTH@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 10/11/2021 | 10/12/2021 |
| Note: Released By: CINDY CHIRI-GONCALVES - - CGONCALVES@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 10/11/2021 | 12/13/2021 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM |
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 | 12/20/2022 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 12/20/2022 |
| SW ENG REINSPECTION 20 | ¤20.00 | 12/20/2022 |
| SW ENG REINSPECTION 20 | ¤20.00 | 12/20/2022 |
| SW ENG REINSPECTION 30 | ¤30.00 | 12/20/2022 |
| SW ENG REINSPECTION 30 | ¤30.00 | 12/20/2022 |
| SW ENG REINSPECTION 30 | ¤30.00 | 12/20/2022 |
| SW ENG - REVIEW 20 | ¤20.00 | 12/01/2021 |
| SW ENG RES REVIEW 200 | ¤200.00 | 12/01/2021 |
| 3% TRANS IMPACT FEE CREDIT | (¤51.54) | 12/01/2021 |
| SEWER CREDIT | (¤1,147.00) | 12/01/2021 |
| SEWER INSPECTION | ¤25.00 | 12/01/2021 |
| SEWER CAPITAL FACILITY | ¤4,664.55 | 12/01/2021 |
| WATER CAPITAL FACILITY FEE | ¤3,424.45 | 12/01/2021 |
| SITE PLAN 30 | ¤30.00 | 12/01/2021 |
| CONNECTION FEES | ¤1,017.83 | 12/01/2021 |
| 3% FIRE IMPACT FEE CREDIT | (¤11.01) | 12/01/2021 |
| IMPACT FEE FIRE | ¤367.00 | 12/01/2021 |
| IMPACT FEE PARKS | ¤1,199.12 | 12/01/2021 |
| IMPACT FEE SCHOOL | ¤3,600.00 | 12/01/2021 |
| IMPACT FEE TRANSPORTATION | ¤1,718.00 | 12/01/2021 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 12/01/2021 |
| 3% PARKS IMPACT FEE CREDIT | (¤35.97) | 12/01/2021 |
| SURCHARGE FS 533.721 | ¤10.83 | 12/01/2021 |
| SURCHARGE - FS 468.631 | ¤16.24 | 12/01/2021 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 12/01/2021 |
| SW ENG INSPECTION 80 | ¤80.00 | 12/01/2021 |
| SW ENG PRE APRON | ¤30.00 | 12/01/2021 |
| METER - DEPOSIT | ¤60.00 | 12/01/2021 |
| WATER- TURN ON | ¤25.00 | 12/01/2021 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 12/01/2021 |
| INSPECTION - RESIDENTIAL | ¤775.50 | 12/01/2021 |
| PLAN REVIEW - RESIDENTIAL | ¤219.96 | 12/01/2021 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤16,522.96 |