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Permit #2023111147
Permit Details
Status: COED
| Parcel Id: 07-11-31-7011-00080-0250 |
| CONDITIONED SPACE: 1801 sqft |
| GARAGE: 410 sqft |
| OPENED PORCH (WITH ROOF) : 18 sqft |
| OPENED PORCH (WITH ROOF) : 70 sqft |
| Total Square Footage: 2299 sqft |
| Block: 00080 |
| Subdivision: 2193 - SECTION 11-BELLE TERRE |
| Job Phone: 202-494-2019 |
| Location Address: 11 BECKNER LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 01/09/2024 |
| NOC: RECORDED |
| Applicant name: GARY ANDREW FISCHER |
| Owner: INB FUND 2 LLC |
|
Address 11 BECKNER LANE PALM COAST , FL 32137 |
| Lot: 0250 |
| Contracted Stated Job Value: ¤220,000.00 |
| Job Description: Single Family Residence |
| Type: CN |
Contractor
INB HOMES
| Status | Location Address | Mailing Address | State License Number | Phone |
| ACTIVE |
3670 MAGUIRE BLVD ORLANDO, FL 32803 |
SUITE 210 ORLANDO, FL 32803 |
CGC048746 (Exp: 08/31/2026) | 407-476-8195 |
Sub Contractors
HEATH EDWARD SANFORD
| Status | Location Address | State License Number | Phone |
| ACTIVE |
126 EAST END RD SAN MATEO, FL 32187 |
CFC1429896 (Exp: 08/31/2026) | 386-871-8823 |
ROBERT MICHAEL RENNER
| Status | Location Address | State License Number | Phone |
| ACTIVE |
531 CODISCO WAY SANFORD, FL 32771 |
CAC051477 (Exp: 08/31/2026) | 407-333-2665 |
TERRY BRICE DICKERSON
| Status | Location Address | State License Number | Phone |
| ACTIVE |
4300 ST JOHN'S PARKWAY ALPHARETTA, GA 30009 |
CCC1326209 (Exp: 08/31/2026) | 407-548-6733 |
JOSEPH C WRIGHT
| Status | Location Address | Mailing Address | State License Number | Phone | Fax |
| ACTIVE |
15 HARGROVE LANE PALM COAST, FL 32137 |
UNIT 3 D PALM COAST, FL 32137 |
EC13003278 (Exp: 08/31/2026) | 386-447-9644 | 386-447-9633 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 10/04/2024 | FINAL APPROVED | MCONTRYMAN |
| U -UTILITY RESIDENTIAL FINAL | 10/04/2024 | FINAL APPROVED | DHANEY |
| Note: 10/2/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY DHANEY 10/2/2024 7:38:02 AM *** Top of sewer clean out is broke - needs repaired . | |||
| ROW - STORMWATER FINAL | 10/02/2024 | APPROVED | TPOLACEK |
| Note: STRAW IS IN PLACE AT THE TIME OF THIS INSPECTION. AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER 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 Inspector Notes from Inspection 9465 ** 09/30/24 LEFT REAR CORNER NEEDS SEED AND STRAW ON BARE EARTH (VACANT LOT) ** CLEAN CULVERT | |||
| U -UTILITY RESIDENTIAL FINAL | 10/02/2024 | Disapproved - NO FEE | DHANEY |
| Note: *** NOTES ADDED BY DHANEY 10/2/2024 7:38:02 AM *** Top of sewer clean out is broke - needs repaired . | |||
| ROW - FINAL APRON (AFTER POUR) | 10/02/2024 | APPROVED | TPOLACEK |
| Note: PIPE ELEVATION IS GOOD, CUTS ARE MADE, CULVERT CLEAR, HOT PATCH COMPLETE. AT THE TIME OF THE INSPECTION ALL MINIMUM CITY REQUIREMENTS WERE MET. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. Inspector Notes from Inspection 9465 ** 09/30/24 LEFT REAR CORNER NEEDS SEED AND STRAW ON BARE EARTH (VACANT LOT) ** CLEAN CULVERT | |||
| U-CROSS CONNECTION | 10/01/2024 | APPROVED | DHANEY |
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 09/30/2024 | APPROVED | EMADISON |
| Note: | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 09/30/2024 | APPROVED - AS NOTED | EMADISON |
| Note: ** 09/30/24 LEFT REAR CORNER NEEDS SEED AND STRAW ON BARE EARTH (VACANT LOT) ** CLEAN CULVERT | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 09/27/2024 | Disapproved - NO FEE | TPOLACEK |
| Note: 09/.27/24 TPOLACEK*** FINAL SURVEY INDICATES CULVERT IS OUT OF TOLERENCE BY ALMOST 1' PLEASE MAKE CORRECTION. ON THE RIGHT SIDE OF STRUCTURE 1/2 WAY TO THE REAR THE ELEVATION IS 24.75 THE NEXT ELEVATION SHOT IS THE PROPERTY LINE AT 24.75. THIS INDICATES FLAT AND YOU ARE REQUIRED TO HAVE 6" FALL OFF THE STRUCTURE IN THE FIRST 10'. IF THERE IS A DRSAINAGE CONVEYANCE BETWEEN THESE TWO SHOTS YOU ARE REQUIRED TO CAPTURE IT. Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place Sec 300, Drawing 300.D, Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’ 3. The interior elevations at no greater than a 20 foot grid. There must be sufficient elevation shots to indicate the intended drainage pattern. | |||
| ROW- PRE-APRON (PRE-POUR) | 08/28/2024 | APPROVED | PFLANAGAN |
| Note: CORRECTIONS MADE IT'S YOUR RESPONSIBILITY TO CHECK THE CULVERT ELEVATIONS BEFORE POURING CONCRETE. ALL CONCRETE NEEDS TO BE A MINIMUM OF 3000PSI WITH FIBER OR WITH METAL MESH IN THE CONCRETE TO MEET ALL CITY'S STANDARDS. At the time of the inspection all minimum city requirements were met. It is the builders and the homowners responsibility to ensure that nothing changes after this Inspection is approved. It will not be on the city if any changes after this inspection. --------------------------------------------------------------------------- 8/23/2024 11:40:55 AM- PREVIOUS INSPECTION NOTES ** 08/23/24 CULVERT PIPE IS OUT OF TOLERANCE PITCHED IN THE WRONG DIRECTION WATER FLOWS FROM THE LEFT TO RIGHT. ** LEFT SIDE FOOTER UNDER MITERED END NEEDS TO BE DUG OUT ** NEED A MINIMUM OF 6 INCHES OF CONCRETE IN APRON OUT TO EDGE OF ROAD MEASURING LESS THAN 6 INCHES AT EDGE OF ROAD ** BACK FILL AROUND FORMS TO CONTAIN CONCRETE WITHIN THE POURING AREA ** MATERIAL AROUND CUVERT IS TOO SOFT FOOT SINKS 4 INCHES HOLE FILLS WITH WATER ** CULVERT NEEDS TO BE BURIED 1/2 UP _________________________________________________________________________________________________________________ 8/22/2024 - PREVIOUS INSPECTION NOTES ** 08/22/24 CULVERT PIPE IS OUT OF TOLERANCE PITCHED IN THE WRONG DIRECTION WATER FLOWS FROM THE LEFT TO RIGHT. ** LEFT SIDE FOOTER UNDER MITERED END NEEDS TO BE DUG OUT ** NEED A MINIMUM OF 6 INCHES OF CONCRETE IN APRON OUT TO EDGE OF ROAD MEASURING LESS THAN 6 INCHES AT EDGE OF ROAD ** BACK FILL AROUND FORMS TO CONTAIN CONCRETE WITHIN THE POURING AREA _________________________________________________________________________________________________________________ 8/21/2024 - PREVIOUS INSPECTION NOTES 08/21/24 TPOLACEK*** CULVERT PIPE IS OUT OF TOLERENCE OVER THE .10 ALLOWENCE. PLEASE DOUBLE CHECK BM ELEVATION AND CENTERLINE ELEVATIONS ON SWALE PLAN DIAGRAM AND RESE THE CULVERT . | |||
| ROW- PRE-APRON (PRE-POUR) | 08/28/2024 | APPROVED | PFLANAGAN |
| Note: New inspection due to canceled inspection 8/23/2024 - PREVIOUS INSPECTION NOTES ** 08/23/24 CULVERT PIPE IS OUT OF TOLERANCE PITCHED IN THE WRONG DIRECTION WATER FLOWS FROM THE LEFT TO RIGHT. ** LEFT SIDE FOOTER UNDER MITERED END NEEDS TO BE DUG OUT ** NEED A MINIMUM OF 6 INCHES OF CONCRETE IN APRON OUT TO EDGE OF ROAD MEASURING LESS THAN 6 INCHES AT EDGE OF ROAD ** BACK FILL AROUND FORMS TO CONTAIN CONCRETE WITHIN THE POURING AREA ** MATERIAL AROUND CUVERT IS TOO SOFT FOOT SINKS 4 INCHES HOLE FILLS WITH WATER ** CULVERT NEEDS TO BE BURIED 1/2 UP _________________________________________________________________________________________________________________ 8/22/2024 - PREVIOUS INSPECTION NOTES ** 08/22/24 CULVERT PIPE IS OUT OF TOLERANCE PITCHED IN THE WRONG DIRECTION WATER FLOWS FROM THE LEFT TO RIGHT. ** LEFT SIDE FOOTER UNDER MITERED END NEEDS TO BE DUG OUT ** NEED A MINIMUM OF 6 INCHES OF CONCRETE IN APRON OUT TO EDGE OF ROAD MEASURING LESS THAN 6 INCHES AT EDGE OF ROAD ** BACK FILL AROUND FORMS TO CONTAIN CONCRETE WITHIN THE POURING AREA _________________________________________________________________________________________________________________ 8/21/2024 - PREVIOUS INSPECTION NOTES 08/21/24 TPOLACEK*** CULVERT PIPE IS OUT OF TOLERENCE OVER THE .10 ALLOWENCE. PLEASE DOUBLE CHECK BM ELEVATION AND CENTERLINE ELEVATIONS ON SWALE PLAN DIAGRAM AND RESE THE CULVERT . | |||
| ROW- PRE-APRON (PRE-POUR) | 08/27/2024 | CANCELLED BY APPLICANT | WEB |
| Note: 8/23/2024 - PREVIOUS INSPECTION NOTES ** 08/23/24 CULVERT PIPE IS OUT OF TOLERANCE PITCHED IN THE WRONG DIRECTION WATER FLOWS FROM THE LEFT TO RIGHT. ** LEFT SIDE FOOTER UNDER MITERED END NEEDS TO BE DUG OUT ** NEED A MINIMUM OF 6 INCHES OF CONCRETE IN APRON OUT TO EDGE OF ROAD MEASURING LESS THAN 6 INCHES AT EDGE OF ROAD ** BACK FILL AROUND FORMS TO CONTAIN CONCRETE WITHIN THE POURING AREA ** MATERIAL AROUND CUVERT IS TOO SOFT FOOT SINKS 4 INCHES HOLE FILLS WITH WATER ** CULVERT NEEDS TO BE BURIED 1/2 UP _________________________________________________________________________________________________________________ 8/22/2024 - PREVIOUS INSPECTION NOTES ** 08/22/24 CULVERT PIPE IS OUT OF TOLERANCE PITCHED IN THE WRONG DIRECTION WATER FLOWS FROM THE LEFT TO RIGHT. ** LEFT SIDE FOOTER UNDER MITERED END NEEDS TO BE DUG OUT ** NEED A MINIMUM OF 6 INCHES OF CONCRETE IN APRON OUT TO EDGE OF ROAD MEASURING LESS THAN 6 INCHES AT EDGE OF ROAD ** BACK FILL AROUND FORMS TO CONTAIN CONCRETE WITHIN THE POURING AREA _________________________________________________________________________________________________________________ 8/21/2024 - PREVIOUS INSPECTION NOTES 08/21/24 TPOLACEK*** CULVERT PIPE IS OUT OF TOLERENCE OVER THE .10 ALLOWENCE. PLEASE DOUBLE CHECK BM ELEVATION AND CENTERLINE ELEVATIONS ON SWALE PLAN DIAGRAM AND RESE THE CULVERT . | |||
| ROW- PRE-APRON (PRE-POUR) | 08/23/2024 | CANCELLED BY APPLICANT | EMADISON |
| Note: ** 08/23/24 CULVERT PIPE IS OUT OF TOLERANCE PITCHED IN THE WRONG DIRECTION WATER FLOWS FROM THE LEFT TO RIGHT. ** LEFT SIDE FOOTER UNDER MITERED END NEEDS TO BE DUG OUT ** NEED A MINIMUM OF 6 INCHES OF CONCRETE IN APRON OUT TO EDGE OF ROAD MEASURING LESS THAN 6 INCHES AT EDGE OF ROAD ** BACK FILL AROUND FORMS TO CONTAIN CONCRETE WITHIN THE POURING AREA ** MATERIAL AROUND CUVERT IS TOO SOFT FOOT SINKS 4 INCHES HOLE FILLS WITH WATER ** CULVERT NEEDS TO BE BURIED 1/2 UP _________________________________________________________________________________________________________________ 8/22/2024 - PREVIOUS INSPECTION NOTES ** 08/22/24 CULVERT PIPE IS OUT OF TOLERANCE PITCHED IN THE WRONG DIRECTION WATER FLOWS FROM THE LEFT TO RIGHT. ** LEFT SIDE FOOTER UNDER MITERED END NEEDS TO BE DUG OUT ** NEED A MINIMUM OF 6 INCHES OF CONCRETE IN APRON OUT TO EDGE OF ROAD MEASURING LESS THAN 6 INCHES AT EDGE OF ROAD ** BACK FILL AROUND FORMS TO CONTAIN CONCRETE WITHIN THE POURING AREA _________________________________________________________________________________________________________________ 8/21/2024 - PREVIOUS INSPECTION NOTES 08/21/24 TPOLACEK*** CULVERT PIPE IS OUT OF TOLERENCE OVER THE .10 ALLOWENCE. PLEASE DOUBLE CHECK BM ELEVATION AND CENTERLINE ELEVATIONS ON SWALE PLAN DIAGRAM AND RESE THE CULVERT . | |||
| ROW- PRE-APRON (PRE-POUR) | 08/22/2024 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 08/22/24 CULVERT PIPE IS OUT OF TOLERANCE PITCHED IN THE WRONG DIRECTION WATER FLOWS FROM THE LEFT TO RIGHT. ** LEFT SIDE FOOTER UNDER MITERED END NEEDS TO BE DUG OUT ** NEED A MINIMUM OF 6 INCHES OF CONCRETE IN APRON OUT TO EDGE OF ROAD MEASURING LESS THAN 6 INCHES AT EDGE OF ROAD ** BACK FILL AROUND FORMS TO CONTAIN CONCRETE WITHIN THE POURING AREA _________________________________________________________________________________________________________________ 8/21/2024 - PREVIOUS INSPECTION NOTES 08/21/24 TPOLACEK*** CULVERT PIPE IS OUT OF TOLERENCE OVER THE .10 ALLOWENCE. PLEASE DOUBLE CHECK BM ELEVATION AND CENTERLINE ELEVATIONS ON SWALE PLAN DIAGRAM AND RESE THE CULVERT . | |||
| ROW- PRE-APRON (PRE-POUR) | 08/21/2024 | Disapproved - NO FEE | TPOLACEK |
| Note: 08/21/24 TPOLACEK*** CULVERT PIPE IS OUT OF TOLERENCE OVER THE .10 ALLOWENCE. PLEASE DOUBLE CHECK BM ELEVATION AND CENTERLINE ELEVATIONS ON SWALE PLAN DIAGRAM AND RESE THE CULVERT . | |||
| ELECTRIC - EARLY POWER | 08/15/2024 | APPROVED | JSTEWART |
| Note: Inspector Notes from Inspection 2200 *** NOTES ADDED BY JSTEWART 7/16/2024 12:39:53 PM *** Authorize release of email to fpl. | |||
| INSULATION | 07/17/2024 | APPROVED | FWILLIS |
| ELECTRIC-TUG | 07/16/2024 | APPROVED - AS NOTED | JSTEWART |
| Note: *** NOTES ADDED BY JSTEWART 7/16/2024 12:39:53 PM *** Authorize release of email to fpl. | |||
| LATH/BRICK/ WATER BARRIER | 07/16/2024 | APPROVED | FWILLIS |
| ALL ROUGH | 07/12/2024 | APPROVED | JSTEWART |
| GRAVITY SEWER TEST | 07/09/2024 | APPROVED | MGIBSON |
| SEWER TIE IN | 07/09/2024 | APPROVED | MGIBSON |
| ROOF VALLEY & METAL | 07/08/2024 | APPROVED | FWILLIS |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 06/27/2024 | APPROVED | FWILLIS |
| ROOF SHEATHING | 06/25/2024 | APPROVED | FWILLIS |
| WALL SHEATHING | 06/25/2024 | APPROVED | FWILLIS |
| FOUND SURVEY APPROVED (OFFICE) | 06/24/2024 | APPROVED | TBAKER |
| TIE BEAM / LINTEL | 03/12/2024 | APPROVED | FWILLIS |
| MONOLITHIC SLAB | 03/01/2024 | APPROVED | JSTEWART |
| PLUMBING 1ST ROUGH UNDERGROUND | 02/23/2024 | APPROVED | MGIBSON |
| WATER METER INSTALLATION REQUEST | 02/12/2024 | APPROVED | BVITALE |
Review History
| Department | Status | Date In | Date Out |
| MECH | CANCEL | 10/03/2024 | 10/03/2024 |
| Note: No review needed. Energy calcs already updated | |||
| SW1 | COMPLETE | 09/11/2024 | 06/24/2024 |
| 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 | |||
| MECH | HOLD | 09/11/2024 | 09/16/2024 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM energy calcs match ones previously approved. | |||
| ENGIN1 | COMPLETE | 06/21/2024 | 06/24/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ENGIN1 | HOLD | 04/22/2024 | 04/23/2024 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM COPC standards require that new slab elevation be within .2' of the elevation on the approved site plan AND be within .83' of any adjacent slab. Please contact Ms. Jordan Meyers for more information - 386-986-4789 | |||
| SW1 | HOLD | 04/22/2024 | 04/25/2024 |
| Note: Held By: JOHN HOWARD - - JHOWARD@PALMCOASTGOV.COM 1) The main structure FFE is out of tolerance. Min. FFE must be no less than 12" above the road centerline. Max. FFE must be no more than 22" above the road centerline. Additionally, the FFE must be within 10" of adjoining improved lots FFE. The structure FFE may exceed the road centerline tolerance in order to match the FFE of adjoining improved lots, so as to avoind being significantly lower. | |||
| ZON | COMPLETE | 04/22/2024 | 04/22/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| ENGIN1 | HOLD | 03/19/2024 | 03/19/2024 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM COPC standards require that new slab elevation be within .2' of the elevation on the approved site plan AND be within .83' of any adjacent slab. Please contact Ms. Jordan Meyers for more information - 386-986-4789 | |||
| BLD | COMPLETE | 03/19/2024 | 03/22/2024 |
| Note: Released By: JIM WALKER - - JWALKER@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 03/19/2024 | 03/20/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ENGIN1 | HOLD | 03/13/2024 | 03/13/2024 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM COPC standards require that new slab elevation be within .2' of the elevation on the approved site plan AND be within .83' of any adjacent slab. | |||
| ZON | COMPLETE | 03/13/2024 | 03/13/2024 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| BADMIN | INFORMATION | 03/12/2024 | 03/12/2024 |
| Note: Marked INFORMATION By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM No survey submitted | |||
| ENGIN1 | HOLD | 02/22/2024 | 02/22/2024 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Formboard survey is unacceptable as foundation survey. Please submit foundation survey showing location, dimensions and elevation of finished concrete foundation/slab. | |||
| ZON | COMPLETE | 02/22/2024 | 02/22/2024 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 01/24/2024 | 01/25/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 12/15/2023 | 12/15/2023 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 12/13/2023 | 12/14/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 12/13/2023 | 12/13/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 12/13/2023 | 12/13/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ENGIN1 | HOLD | 12/07/2023 | 12/07/2023 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Survey elevations off from ITT as-builts and COPC GPS by 1' | |||
| BLD | COMPLETE | 11/29/2023 | 11/29/2023 |
| Note: Released By: JPI | |||
| CUSVC | COMPLETE | 11/29/2023 | 12/04/2023 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ELEC | HOLD | 11/29/2023 | 12/01/2023 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. Need correct outlet spacing in bed 3.NEC 2017 210.52 | |||
| ENGIN1 | COMPLETE | 11/29/2023 | 11/29/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 11/29/2023 | 11/30/2023 |
| LOCATE | COMPLETE | 11/29/2023 | 12/05/2023 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 11/29/2023 | 11/30/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 11/29/2023 | 11/29/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 11/29/2023 | 11/29/2023 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| BADMIN | COMPLETE | 11/29/2023 | 12/04/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 11/29/2023 | 01/17/2024 |
| 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 |
| SW ENG REINSPECTION 30 | ¤30.00 | 10/04/2024 |
| SW ENG - REVIEW 20 | ¤20.00 | 01/09/2024 |
| SW ENG RES REVIEW 200 | ¤200.00 | 01/09/2024 |
| SEWER CREDIT | (¤1,146.88) | 01/09/2024 |
| SEWER INSPECTION | ¤25.00 | 01/09/2024 |
| SEWER CAPITAL FACILITY | ¤5,441.03 | 01/09/2024 |
| WATER CAPITAL FACILITY FEE | ¤3,994.51 | 01/09/2024 |
| SITE PLAN 30 | ¤30.00 | 01/09/2024 |
| WATER- TURN ON | ¤25.00 | 01/09/2024 |
| ADJUSTMENT 50% | (¤599.22) | 01/09/2024 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 01/09/2024 |
| INSPECTION - RESIDENTIAL | ¤910.25 | 01/09/2024 |
| PLAN REVIEW - RESIDENTIAL | ¤258.18 | 01/09/2024 |
| CONNECTION FEES | ¤1,187.26 | 01/09/2024 |
| FC IMPACT FEE EMS | ¤62.00 | 01/09/2024 |
| IMPACT FEE FIRE | ¤428.09 | 01/09/2024 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 01/09/2024 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 01/09/2024 |
| IMPACT FEE PARKS | ¤1,800.99 | 01/09/2024 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 01/09/2024 |
| IMPACT FEE TRANSPORTATION | ¤1,812.00 | 01/09/2024 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 01/09/2024 |
| SURCHARGE FS 533.721 | ¤5.99 | 01/09/2024 |
| SURCHARGE - FS 468.631 | ¤8.99 | 01/09/2024 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 01/09/2024 |
| SW ENG INSPECTION 80 | ¤80.00 | 01/09/2024 |
| SW ENG PRE APRON | ¤30.00 | 01/09/2024 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤20,614.19 |