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Permit #2022031364
Permit Details
Status: COED
| Parcel Id: 07-11-31-7057-00300-0040 |
| CONDITIONED SPACE: 2117 sqft |
| GARAGE: 431 sqft |
| OPENED PORCH (WITH ROOF) : 224 sqft |
| Total Square Footage: 2772 sqft |
| Block: 00300 |
| Subdivision: 0 - |
| Job Phone: (386)437-1508 |
| Location Address: 324 UNDERWOOD TR |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 04/27/2022 |
| NOC: RECORDED |
| Applicant name: TAMMI SUE MARQUIS |
| Owner: JM PROPERTIES X LLC |
|
Address PO BOX 9 CISSNA PARK, IL 60924 |
| Lot: 0040 |
| Contracted Stated Job Value: ¤230,000.00 |
| Job Description: single family residence |
| Type: CN |
Contractor
GULFSTREAM HOMES & CONSTRUCTION, LLC
| Status | Location Address | State License Number | Phone | Fax |
| INACTIVE |
PO BOX 1092 BUNNELL, FL 32110 |
CRC1326418 (Exp: 08/31/2026) | (386)437-1508 | 386-437-9769 |
Sub Contractors
JONATHAN M PEARSON
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
209 N FORSYTH ST BUNNELL, FL 32110 |
CFC1425941 (Exp: 08/31/2026) | 386-597-0944 | 386-437-4996 |
MICHAEL MATTHEW SANKOSWSKI
| Status | Location Address | State License Number | Phone |
| ACTIVE |
3 SEAMANSHIP TRAIL PALM COAST, FL 32164 |
CAC1818816 (Exp: 08/31/2026) | 386-316-4401 |
ARTHUR J PASCOE
| Status | Location Address | State License Number | Phone |
| ACTIVE |
PO BOX 730007 ORMOND BEACH, FL 32174 |
EC13007168 (Exp: 08/31/2026) | 386-547-6439 |
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 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 02/09/2024 | FINAL APPROVED | BTAYLOR |
| Note: 1/29/2024 - PREVIOUS INSPECTION NOTES 1/29/24: 1). AHU model number does not match energy calcs. 2). AHU needs to be sealed where ducts enter ceiling with Fire retardent material (No caulk) per FBC-R302.11 3). Need to seal holes in ceiling at all thread rod for AHU & sealtite at front of garage. (no caulk per FBC-R302.11) 4). Need to properly seal opening on interior garage wall at UFER ground rod. 5). Missing 2 supply registers in main living area. 6). No termite bond posted or on-site. | |||
| BLD - BUILDING FINAL | 01/29/2024 | Disapproved -FEE REQUIRED | RSIMS |
| Note: 1/29/24: 1). AHU model number does not match energy calcs. 2). AHU needs to be sealed where ducts enter ceiling with Fire retardent material (No caulk) per FBC-R302.11 3). Need to seal holes in ceiling at all thread rod for AHU & sealtite at front of garage. (no caulk per FBC-R302.11) 4). Need to properly seal opening on interior garage wall at UFER ground rod. 5). Missing 2 supply registers in main living area. 6). No termite bond posted or on-site. | |||
| ROW - STORMWATER FINAL | 01/29/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 1/29/24 BERMS HAVE BEEN RIASED AND A SMALL INSIDE SWALE IS PRESENT AT THE TIME OF THIS INSPECTION. PASSING THIS AS NOTED. DRY AT THE TIME OF THIS INSPECTION. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. ________________________________________________________________________________________________________________________ 1/11/2024 - PREVIOUS INSPECTION NOTES 1/11/24=BOTH SIDES OF THE HOUSE REQUIRE INSTALLATION OF A BERM AND A SWALE TO CARRY WATER TO THE FRONT:The subject lot drainage must not negatively impact any adjacent property. (B) B.Land Development Code Technical Manual, Section 300.01 (A)(1)(C)(6) | |||
| ROW - STORMWATER FINAL | 01/11/2024 | Disapproved - NO FEE | GBERTOLA |
| Note: 1/11/24=BOTH SIDES OF THE HOUSE REQUIRE INSTALLATION OF A BERM AND A SWALE TO CARRY WATER TO THE FRONT:The subject lot drainage must not negatively impact any adjacent property. (B) B.Land Development Code Technical Manual, Section 300.01 (A)(1)(C)(6) | |||
| ROW - FINAL APRON (AFTER POUR) | 01/11/2024 | APPROVED | GBERTOLA |
| Note: 1/11/24= 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 1/4/24 SMALL BERMS HAVE BEEN ADDED ON BOTH SIDE PROPERTY LINES. WHILE IT WILL WORK AT THIS TIME, THESE AREAS WILL NED TO BE MONITORED FOR BLOWOUTS. AT THE TIME OF THIS INSPECTION IT MEETS THE CITY'S MINIMUM STANDARDS FOR DRAINAGE. SWALE ELEVATIONS CORRECTION ON FINAL SURVEY SEEM TO BE CORRECT IN THE FIELD. THE SWALE IS DRY AT THIS TIME. PASSING THIS FIELD SURVEY AS NOTED. AS A COURTESY I AM LETING YOU KNOW THAT BEFORE ROW FINAL PASAGE YOU WILL NEED TO LOWER THE SOD AT THE ROAD EDGE TO ALLOW WATER TO DRAIN FROM THE ROAD INTO THE SWALE AS INTENDED. OTHER CORRECTIONS MAY BE NECCESSARY BEFORE ROW PASSAGE. PLEASE SEE PHOTO FOR REFERENCE. 12/13/2023 - PREVIOUS INSPECTION NOTES 12/13/23 ** UPON WALKING SITE DETERMINED THAT IT DOES NOT MATCH FINAL SURVEY INDICATIONS. BOTH SIDES ARE FLOWINING INTO ADJACENT LOTS. THIS WILL NEED TO BE CORRECTED BEFORE FIELD SURVEY WILL PASS. The subject lots drainage must not negatively impact any adjacent property. (B) B.Land Development Code Technical Manual, Section 300.01 (A)(1)(C)(6) __________________________________________________________________________________________________________________ 12/8/2023 - PREVIOUS INSPECTION NOTES 12/8/23 ** YOU CANNOT SUBMIT A FIELD SURVEY INSPECTION BEFORE A FINAL SURVEY HAS BEEN SUBMITTED AND APPROVED. | |||
| ROW - FINAL APRON (AFTER POUR) | 01/05/2024 | CANCELLED BY APPLICANT | WEB |
| Note: Inspector Notes from Inspection 9465 1/4/24 SMALL BERMS HAVE BEEN ADDED ON BOTH SIDE PROPERTY LINES. WHILE IT WILL WORK AT THIS TIME, THESE AREAS WILL NED TO BE MONITORED FOR BLOWOUTS. AT THE TIME OF THIS INSPECTION IT MEETS THE CITY'S MINIMUM STANDARDS FOR DRAINAGE. SWALE ELEVATIONS CORRECTION ON FINAL SURVEY SEEM TO BE CORRECT IN THE FIELD. THE SWALE IS DRY AT THIS TIME. PASSING THIS FIELD SURVEY AS NOTED. AS A COURTESY I AM LETING YOU KNOW THAT BEFORE ROW FINAL PASAGE YOU WILL NEED TO LOWER THE SOD AT THE ROAD EDGE TO ALLOW WATER TO DRAIN FROM THE ROAD INTO THE SWALE AS INTENDED. OTHER CORRECTIONS MAY BE NECCESSARY BEFORE ROW PASSAGE. PLEASE SEE PHOTO FOR REFERENCE. 12/13/2023 - PREVIOUS INSPECTION NOTES 12/13/23 ** UPON WALKING SITE DETERMINED THAT IT DOES NOT MATCH FINAL SURVEY INDICATIONS. BOTH SIDES ARE FLOWINING INTO ADJACENT LOTS. THIS WILL NEED TO BE CORRECTED BEFORE FIELD SURVEY WILL PASS. The subject lots drainage must not negatively impact any adjacent property. (B) B.Land Development Code Technical Manual, Section 300.01 (A)(1)(C)(6) __________________________________________________________________________________________________________________ 12/8/2023 - PREVIOUS INSPECTION NOTES 12/8/23 ** YOU CANNOT SUBMIT A FIELD SURVEY INSPECTION BEFORE A FINAL SURVEY HAS BEEN SUBMITTED AND APPROVED. | |||
| U -UTILITY RESIDENTIAL FINAL | 01/05/2024 | FINAL APPROVED | JHARDING |
| ROW FIELD SURVEY /GRADING CERTIFICATION | 01/04/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 1/4/24 SMALL BERMS HAVE BEEN ADDED ON BOTH SIDE PROPERTY LINES. WHILE IT WILL WORK AT THIS TIME, THESE AREAS WILL NED TO BE MONITORED FOR BLOWOUTS. AT THE TIME OF THIS INSPECTION IT MEETS THE CITY'S MINIMUM STANDARDS FOR DRAINAGE. SWALE ELEVATIONS CORRECTION ON FINAL SURVEY SEEM TO BE CORRECT IN THE FIELD. THE SWALE IS DRY AT THIS TIME. PASSING THIS FIELD SURVEY AS NOTED. AS A COURTESY I AM LETING YOU KNOW THAT BEFORE ROW FINAL PASAGE YOU WILL NEED TO LOWER THE SOD AT THE ROAD EDGE TO ALLOW WATER TO DRAIN FROM THE ROAD INTO THE SWALE AS INTENDED. OTHER CORRECTIONS MAY BE NECCESSARY BEFORE ROW PASSAGE. PLEASE SEE PHOTO FOR REFERENCE. 12/13/2023 - PREVIOUS INSPECTION NOTES 12/13/23 ** UPON WALKING SITE DETERMINED THAT IT DOES NOT MATCH FINAL SURVEY INDICATIONS. BOTH SIDES ARE FLOWINING INTO ADJACENT LOTS. THIS WILL NEED TO BE CORRECTED BEFORE FIELD SURVEY WILL PASS. The subject lots drainage must not negatively impact any adjacent property. (B) B.Land Development Code Technical Manual, Section 300.01 (A)(1)(C)(6) __________________________________________________________________________________________________________________ 12/8/2023 - PREVIOUS INSPECTION NOTES 12/8/23 ** YOU CANNOT SUBMIT A FIELD SURVEY INSPECTION BEFORE A FINAL SURVEY HAS BEEN SUBMITTED AND APPROVED. | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 12/13/2023 | Disapproved - NO FEE | TPOLACEK |
| Note: 12/13/23 ** UPON WALKING SITE DETERMINED THAT IT DOES NOT MATCH FINAL SURVEY INDICATIONS. BOTH SIDES ARE FLOWINING INTO ADJACENT LOTS. THIS WILL NEED TO BE CORRECTED BEFORE FIELD SURVEY WILL PASS. The subject lots drainage must not negatively impact any adjacent property. (B) B.Land Development Code Technical Manual, Section 300.01 (A)(1)(C)(6) __________________________________________________________________________________________________________________ 12/8/2023 - PREVIOUS INSPECTION NOTES 12/8/23 ** YOU CANNOT SUBMIT A FIELD SURVEY INSPECTION BEFORE A FINAL SURVEY HAS BEEN SUBMITTED AND APPROVED. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 12/13/2023 | APPROVED | TPOLACEK |
| Note: 12/13/23 ** ACCORDING TO FINAL SURVEY FLOW IDICATED WILL WORK. 12/11/2023 - PREVIOUS INSPECTION NOTES 12/11/23 ** PLEASE READ PREVIOUS INSPECTION NOTES AND MAKE CORRECTIONS TO SWALE PLAN ELEVATIONS SHOWN ON SURVEY.YOUR SURVEY IS SHOWING THE FRONT SWALE GOING FROM THE RIGHT (HIGH) SIDE PROPERTY LINE AT 22.68 GOING TO A 22.75 TO A 22.85 ON THE LEFT (LOW) SIDE PROPERTY LINE. THIS FLOWS UPHILL AGAINST THE DRAINAGE REQUIRED IN THE SWALE PLAN DIAGRAM. THE SWALE MUST HAVE POSITIVE DRAINAGE FLOW IN THE DIRECTION INDICATED IN THE SWALE PLAN. Swale must flow in the right direction Sec. 300.01.c1 Sec. 300.01 c1The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus a tenth of a foot and must demonstrate positive fall in the direction described in the swale plan. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 12/11/2023 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 12/11/23 ** PLEASE READ PREVIOUS INSPECTION NOTES AND MAKE CORRECTIONS TO SWALE PLAN ELEVATIONS SHOWN ON SURVEY.YOUR SURVEY IS SHOWING THE FRONT SWALE GOING FROM THE RIGHT (HIGH) SIDE PROPERTY LINE AT 22.68 GOING TO A 22.75 TO A 22.85 ON THE LEFT (LOW) SIDE PROPERTY LINE. THIS FLOWS UPHILL AGAINST THE DRAINAGE REQUIRED IN THE SWALE PLAN DIAGRAM. THE SWALE MUST HAVE POSITIVE DRAINAGE FLOW IN THE DIRECTION INDICATED IN THE SWALE PLAN. Swale must flow in the right direction Sec. 300.01.c1 Sec. 300.01 c1The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus a tenth of a foot and must demonstrate positive fall in the direction described in the swale plan. | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 12/08/2023 | Disapproved - NO FEE | TPOLACEK |
| Note: 12/8/23 ** YOU CANNOT SUBMIT A FIELD SURVEY INSPECTION BEFORE A FINAL SURVEY HAS BEEN SUBMITTED AND APPROVED. | |||
| FINAL SURVEY (OFFICE USE ONLY) | 11/17/2023 | Disapproved - NO FEE | FSLADISH |
| Note: 12/11/23 ** PLEASE READ PREVIOUS INSPECTION NOTES AND MAKE CORRECTIONS TO SWALE PLAN ELEVATIONS SHOWN ON SURVEY.YOUR SURVEY IS SHOWING THE FRONT SWALE GOING FROM THE RIGHT (HIGH) SIDE PROPERTY LINE AT 22.68 GOING TO A 22.75 TO A 22.85 ON THE LEFT (LOW) SIDE PROPERTY LINE. THIS FLOWS UPHILL AGAINST THE DRAINAGE REQUIRED IN THE SWALE PLAN DIAGRAM. THE SWALE MUST HAVE POSITIVE DRAINAGE FLOW IN THE DIRECTION INDICATED IN THE SWALE PLAN. Swale must flow in the right direction Sec. 300.01.c1 Sec. 300.01 c1The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus a tenth of a foot and must demonstrate positive fall in the direction described in the swale plan. 11/17/23 YOUR SURVEY IS SHOWING THE FRONT SWALE GOING FROM THE RIGHT (HIGH) SIDE PROPERTY LINE AT 22.68 GOING TO A 22.75 TO A 22.85 ON THE LEFT (LOW) SIDE PROPERTY LINE. THIS FLOWS UPHILL AGAINST THE DRAINAGE REQUIRED IN THE SWALE PLAN DIAGRAM. THE SWALE MUST HAVE POSITIVE DRAINAGE FLOW IN THE DIRECTION INDICATED IN THE SWALE PLAN. Swale must flow in the right direction Sec. 300.01.c1 Sec. 300.01 c1The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus a tenth of a foot and must demonstrate positive fall in the direction described in the swale plan. | |||
| ELECTRIC - EARLY POWER | 08/03/2023 | APPROVED - AS NOTED | BTAYLOR |
| Note: 7/31/2023 - PREVIOUS INSPECTION NOTES 7-31-23 1. Not ready? 8-3-23 1. Emailed FPL at 1:15. | |||
| ROW- PRE-APRON (PRE-POUR) | 08/01/2023 | APPROVED | PFLANAGAN |
| Note: IT'S YOUR RESPONSIBILITY TO CHECK THE CULVERT ELEVATIONS BEFORE POURING CONCRETE FOR DRIVEWAY. ALL CONCRETE NEEDS TO BE A MINIMUM OF 3000PSI WITH FIBER OR METAL MESH IN THE CONCRETE. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved | |||
| ELECTRIC - EARLY POWER | 07/31/2023 | Disapproved - NO FEE | BTAYLOR |
| Note: 7-31-23 1. Not ready? | |||
| GRAVITY SEWER TEST | 02/08/2023 | APPROVED | MGIBSON |
| Note: Inspector Notes from Inspection 2060 MEET WITH TYLER AND AMERICAN LEAK DETECTOR AT JOB SITE, FIRST ROUGH PLUMBING IS APPROVED AND A RECORDED REPORT FOR WILL BE FORWARDED TO PATRICK BUCKLEY. ALSO PERMISSION WAS GIVEN TO INSTALL DOORS ONLY | |||
| U - SEWER TIE IN | 02/08/2023 | APPROVED | MGIBSON |
| INSULATION | 02/07/2023 | APPROVED | BTAYLOR |
| LATH/BRICK/ WATER BARRIER | 01/17/2023 | APPROVED | BTAYLOR |
| U-CROSS CONNECTION | 01/04/2023 | APPROVED - AS NOTED | JHARDING |
| Note: No irrigation, no cross connections. | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 12/28/2022 | APPROVED - AS NOTED | MGIBSON |
| Note: MEET WITH TYLER AND AMERICAN LEAK DETECTOR AT JOB SITE, FIRST ROUGH PLUMBING IS APPROVED AND A RECORDED REPORT FOR WILL BE FORWARDED TO PATRICK BUCKLEY. ALSO PERMISSION WAS GIVEN TO INSTALL DOORS ONLY | |||
| ALL ROUGH | 12/12/2022 | APPROVED | BTAYLOR |
| WALL SHEATHING | 12/07/2022 | APPROVED | BTAYLOR |
| ROOF VALLEY & METAL | 12/06/2022 | APPROVED | BTAYLOR |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 10/18/2022 | APPROVED | BTAYLOR |
| FOUND SURVEY APPROVED (OFFICE) | 08/31/2022 | APPROVED | TBAKER |
| TIE BEAM / LINTEL | 08/17/2022 | APPROVED | BTAYLOR |
| MONOLITHIC SLAB | 08/03/2022 | APPROVED | BTAYLOR |
| WATER METER INSTALLATION REQUEST | 07/19/2022 | APPROVED | TCHURCHILL |
Review History
| Department | Status | Date In | Date Out |
| MECH | COMPLETE | 12/20/2023 | 12/29/2023 |
| Note: Released By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@PALMCOASTGOV.COM | |||
| BADMIN | INFORMATION | 12/08/2023 | 12/08/2023 |
| Note: Marked INFORMATION By: BARBIE BEMBRY - (386)986-3780 - BUILDINGDIVISION@PALMCOASTGOV.COM Documents/Files named incorrectly o Please rename your files in accordance with the naming convention outlined in our ‘document requirements’ located on the permit portal page http://docs.palmcoastgov.com/departments/building/online/document-requirements.pdf o It is important that all submittals follow the guidelines for efficient plan review and record retention accuracy. o You may add to your file name AFTER the above naming convention has been met. Examples Document type: Plans File name : Plans Document type: Foundation Survey File name: Foundation Survey Document type: Manufactures Specifications File Name: Pool Alarm Document type: Manufactures Specifications File Name: Generator | |||
| ENGIN1 | COMPLETE | 08/30/2022 | 08/31/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 08/30/2022 | 08/30/2022 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 05/06/2022 | 05/06/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 05/06/2022 | 05/13/2022 |
| Note: Released By: EDWARD MADISON - - EMADISON@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 05/06/2022 | 05/06/2022 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| ENGIN1 | HOLD | 04/28/2022 | 04/29/2022 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM No benchmark on survey | |||
| ELEC | COMPLETE | 04/27/2022 | 04/27/2022 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 04/18/2022 | 04/19/2022 |
| Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM | |||
| ELEC | HOLD | 04/18/2022 | 04/18/2022 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. Provide outlet spacing per 210.52(A)1 in the Master Bedroom. 2nd REQUEST | |||
| ELEC | HOLD | 04/06/2022 | 04/06/2022 |
| Note: Held By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM All comments below per the 2017 NEC REVIEW COMMENTS: 1. Provide outlet spacing per 210.52(A)1 in the Master Bedroom. | |||
| BLD | HOLD | 04/06/2022 | 04/06/2022 |
| Note: Held By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM All comments below per the 2020 Florida Building Code REVIEW COMMENTS: Repeat Comment Provide product approval of the following items on specification sheet per F.S. 553.842: 1. Sliding glass door. 2. Wood anchors. 3. Truss plates. The FL 1473.9 is also for wood connectors. | |||
| BLD | HOLD | 03/25/2022 | 03/25/2022 |
| Note: Held By: FRED REODICA - (386)986-4734 - FREODICA@PALMCOASTGOV.COM Provide product approval of the following items on specification sheet per F.S. 553.842: 1. Sliding glass door. 2. Wood anchors. 3. Truss plates. The FL 1473.9 is also for wood connectors. | |||
| CUSVC | COMPLETE | 03/25/2022 | 03/31/2022 |
| Note: Released By: ALYSSA ROSCOE - - | |||
| ELEC | HOLD | 03/25/2022 | 03/25/2022 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM Submit electric plan , electric load calcs and riser diagram | |||
| ENGIN1 | COMPLETE | 03/25/2022 | 03/25/2022 |
| Note: Released By: JOHN HOWARD - - JHOWARD@PALMCOASTGOV.COM | |||
| LOCATE | COMPLETE | 03/25/2022 | 03/31/2022 |
| Note: Released By: TONI CHURCHILL - - | |||
| MECH | COMPLETE | 03/25/2022 | 03/25/2022 |
| Note: Released By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 03/25/2022 | 03/31/2022 |
| Note: Released By: PARREN FLANAGAN - - PFLANAGAN@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 03/25/2022 | 03/28/2022 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 03/25/2022 | 08/26/2022 |
| 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 | 02/15/2024 |
| CONNECTION FEES | ¤1,077.88 | 04/27/2022 |
| 3% FIRE IMPACT FEE CREDIT | (¤11.66) | 04/27/2022 |
| IMPACT FEE FIRE | ¤388.65 | 04/27/2022 |
| IMPACT FEE PARKS | ¤1,455.13 | 04/27/2022 |
| IMPACT FEE SCHOOL | ¤3,600.00 | 04/27/2022 |
| IMPACT FEE TRANSPORTATION | ¤1,764.00 | 04/27/2022 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 04/27/2022 |
| 3% PARKS IMPACT FEE CREDIT | (¤43.65) | 04/27/2022 |
| SURCHARGE FS 533.721 | ¤10.10 | 04/27/2022 |
| SURCHARGE - FS 468.631 | ¤15.15 | 04/27/2022 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 04/27/2022 |
| SW ENG INSPECTION 80 | ¤80.00 | 04/27/2022 |
| SW ENG PRE APRON | ¤30.00 | 04/27/2022 |
| SW ENG - REVIEW 20 | ¤20.00 | 04/27/2022 |
| SW ENG RES REVIEW 200 | ¤200.00 | 04/27/2022 |
| 3% TRANS IMPACT FEE CREDIT | (¤52.92) | 04/27/2022 |
| SEWER CREDIT | (¤2,465.75) | 04/27/2022 |
| SEWER INSPECTION | ¤25.00 | 04/27/2022 |
| SEWER CAPITAL FACILITY | ¤4,939.76 | 04/27/2022 |
| WATER CAPITAL FACILITY FEE | ¤3,626.50 | 04/27/2022 |
| SITE PLAN 30 | ¤30.00 | 04/27/2022 |
| WATER- TURN ON | ¤25.00 | 04/27/2022 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 04/27/2022 |
| INSPECTION - RESIDENTIAL | ¤720.50 | 04/27/2022 |
| PLAN REVIEW - RESIDENTIAL | ¤204.36 | 04/27/2022 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤15,753.05 |