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Permit #2024030527
Permit Details
Status: COED
| Parcel Id: 07-11-31-7016-00130-0010 |
| GARAGE: 446 sqft |
| CONDITIONED SPACE: 1930 sqft |
| OPENED PORCH (WITH ROOF) : 153 sqft |
| OPENED PORCH (WITH ROOF) : 90 sqft |
| Total Square Footage: 2619 sqft |
| Block: 00130 |
| Subdivision: - |
| Job Phone: 386-931-5935 |
| Location Address: 1 CLEMENTON LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 06/20/2024 |
| NOC: RECORDED |
| Applicant name: RYAN JAMES PERRY |
| Owner: WATERSIDE HOMES RENOVATIONS AND DESIGNS INC |
|
Address 10 BISCAYNE DRIVE PALM COAST, FL 32137 |
| Lot: 0010 |
| Contracted Stated Job Value: ¤340,000.00 |
| Job Description: Single Family Residence |
| Type: CN |
Contractor
WATERSIDE HOMES RENOVATIONS AND DESIGNS INC
| Status | Location Address | State License Number | Phone |
| ACTIVE |
10 BISCAYNE DRIVE PALM COAST, FL 32137 |
CBC1263021 (Exp: 08/31/2026) | 386-931-5395 |
Sub Contractors
RYAN JAMES PERRY
| Status | Location Address | State License Number | Phone |
| INACTIVE |
10 BISCAYNE DRIVE PALM COAST, FL 32137 |
CCC1334569 (Exp: 08/31/2026) | 386-931-5935 |
DILLON CARRERAS
| Status | Location Address | State License Number |
| ACTIVE |
3504 LUNDY ROAD PALATKA, FL 32177 |
EC13010133 (Exp: 08/31/2026) |
JUAN CARLOS GONZALEZ
| Status | Location Address | State License Number |
| ACTIVE |
1328 COUNTY ROAD 308 CRESCENT CITY, FL 32112 |
RF11067806 (Exp: 08/31/2027) |
GARY LLOYD SHEFFIELD
| Status | Location Address | State License Number | Phone |
| ACTIVE |
PO BOX 912 PALM COAST, FL 32164 |
CAC1820539 (Exp: 08/31/2026) | 386-264-0550 |
Inspection History
| Type | Request Date | Result | Inspector |
| U-CROSS CONNECTION | 06/24/2025 | APPROVED | DHANEY |
| U-CROSS CONNECTION | 06/24/2025 | FINAL APPROVED | DHANEY |
| BLD - BUILDING FINAL | 06/02/2025 | Approval - Private Provider | PPROVIDER |
| Note: 5/29/2025 3:16:32 PM- PREVIOUS INSPECTION NOTES | |||
| BLD - BUILDING FINAL | 05/29/2025 | Disapproved- Private Provider | PPROVIDER |
| ROW - STORMWATER FINAL | 03/13/2025 | APPROVED | EMADISON |
| Note: ** 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. | |||
| U -UTILITY RESIDENTIAL FINAL | 03/12/2025 | FINAL APPROVED | LFITZGERALD |
| Note: irrigation meter not connected-or going to be used soCONTACT CUSTOMER-SERVICE@PALMCOASTGOV.COM TO REMOVE METER so new H/O doesnt get a monthly bill for something not being used | |||
| ROW - STORMWATER FINAL | 03/12/2025 | Disapproved -FEE REQUIRED | PFLANAGAN |
| Note: 1) AS STATED FROM YESTERDAYS INSPECTION THERE IS STILL SOD OVER THE ROAD EDGE THAT NEEDS TO BE FIXED AREA IS PAINTED IN PINK. SOD NEEDS TO BE LOWER THE EDGE OF PAVEMENT AND OUT OF ROAD EDGE SO WATER CAN FLOW OFF THE STREET. SEE DRAWING 300.F FOR CORRECT WAY TO LAY SOD ALONG EDGE OF PAVEMENT. 2) NEED TO CLEAN ALL DIRT OUT CULVERT PIPE. Sec 300.03 F4-The Stormwater Final Inspection will include visual inspection of the site and adjacent properties for debris, proper clean up and repair to damaged terrain. ------------------------------------------------------------------------------------------ THERE IS STALL A AREA OF SOD THAT NEED TTO BE FIX AT EDGE OF ROAD THE SOD WAS LAID ON TOP OF THE EDGE OF PAVEMENT PLEASE FIX BEFORE FINAL ROW INSPECTION. ----------------------------------------------------------------------------------------- 3/6/2025 - PREVIOUS INSPECTION NOTES 1) SOD ALONG THE EDGE OF ROAD NEED TO BE EQUAL ELEVATION OF THE EDGE OF PAVEMENT SO WATER FLOWS OFF THE ROAD AND INTO THE ROADSIDE SWALE. PLEASE SEE DRAWING 300.F NOTE 7 FINISH GRADE TO BE 2 INCHES BELOW THE EDGE OF THE PAVEMENT BEFORE THE SOD IS LAID. 2) THE BACK THE SLOPE AT DITCH NEED TO BE A 4:1 SLOPE AND NEEDS TO HAVE SOD SO SOIL WILL NOT WASH INTO DITCH. Sec 300.03 F4 Bare earth and damage to any City roadside swales, drainage ditches, canals or other drainage conveyances must be graded to the proper elevation and sodded to prevent soil erosion. | |||
| ROW - FINAL APRON (AFTER POUR) | 03/12/2025 | APPROVED | PFLANAGAN |
| Note: At the time of the inspection, all minimum city requirements were met. The builder's responsible for ensuring that nothing changes after this Inspection is approved. | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 03/11/2025 | APPROVED - AS NOTED | PFLANAGAN |
| Note: THERE IS STALL A AREA OF SOD THAT NEED TTO BE FIX AT EDGE OF ROAD THE SOD WAS LAID ON TOP OF THE EDGE OF PAVEMENT PLEASE FIX BEFORE FINAL ROW INSPECTION. ----------------------------------------------------------------------------------------- 3/6/2025 - PREVIOUS INSPECTION NOTES 1) SOD ALONG THE EDGE OF ROAD NEED TO BE EQUAL ELEVATION OF THE EDGE OF PAVEMENT SO WATER FLOWS OFF THE ROAD AND INTO THE ROADSIDE SWALE. PLEASE SEE DRAWING 300.F NOTE 7 FINISH GRADE TO BE 2 INCHES BELOW THE EDGE OF THE PAVEMENT BEFORE THE SOD IS LAID. 2) THE BACK THE SLOPE AT DITCH NEED TO BE A 4:1 SLOPE AND NEEDS TO HAVE SOD SO SOIL WILL NOT WASH INTO DITCH. Sec 300.03 F4 Bare earth and damage to any City roadside swales, drainage ditches, canals or other drainage conveyances must be graded to the proper elevation and sodded to prevent soil erosion. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 03/06/2025 | APPROVED | PFLANAGAN |
| Note: CORRECTIONS MADE TO FINAL SURVEY ------------------------------------------------------------------------- 3/4/2025 - PREVIOUS INSPECTION NOTES 1) THE FFE ELEVATION NEED TO BE TO THE NEARST .01 OF A FOOT. All hard elevations are to be expressed to the nearest 0.01 foot. All soft/ground elevations can be expressed to the nearest 0.1 foot. Section 300.01 C(7) V-16 2) NEED TO NOW WHAT TYPE OF CONSTRUCTION THE HOUSE IS SO WE CAN TELL IF THE ELEVATIONS AGAINST THE STRUCTURE IS THE MINIMUM BELOW FFE. FBC Chapter 4, R404.1.6.-Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 03/06/2025 | Disapproved - NO FEE | PFLANAGAN |
| Note: 1) SOD ALONG THE EDGE OF ROAD NEED TO BE EQUAL ELEVATION OF THE EDGE OF PAVEMENT SO WATER FLOWS OFF THE ROAD AND INTO THE ROADSIDE SWALE. PLEASE SEE DRAWING 300.F NOTE 7 FINISH GRADE TO BE 2 INCHES BELOW THE EDGE OF THE PAVEMENT BEFORE THE SOD IS LAID. 2) THE BACK THE SLOPE AT DITCH NEED TO BE A 4:1 SLOPE AND NEEDS TO HAVE SOD SO SOIL WILL NOT WASH INTO DITCH. Sec 300.03 F4 Bare earth and damage to any City roadside swales, drainage ditches, canals or other drainage conveyances must be graded to the proper elevation and sodded to prevent soil erosion. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 03/04/2025 | Disapproved - NO FEE | PFLANAGAN |
| Note: 1) THE FFE ELEVATION NEED TO BE TO THE NEARST .01 OF A FOOT. All hard elevations are to be expressed to the nearest 0.01 foot. All soft/ground elevations can be expressed to the nearest 0.1 foot. Section 300.01 C(7) V-16 2) NEED TO NOW WHAT TYPE OF CONSTRUCTION THE HOUSE IS SO WE CAN TELL IF THE ELEVATIONS AGAINST THE STRUCTURE IS THE MINIMUM BELOW FFE. FBC Chapter 4, R404.1.6.-Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. | |||
| ELECTRIC - EARLY POWER | 02/19/2025 | Approval - Private Provider | PPROVIDER |
| ROW- PRE-APRON (PRE-POUR) | 01/21/2025 | APPROVED - AS NOTED | GBERTOLA |
| Note: 1/21/25= AT THE TIME OF THE INSPECTION, THE CULVERT PIPE IS GOOD AND READY TO POUR IF RAIN PLEASE BUILDER DOUBLE THE CULVERT ELEVATIONS TO MAKE SURE IT IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 1/16/2025 - PREVIOUS INSPECTION NOTES ** 01/16/25 DRIVEWAY POUR AREA ABOVE THE RIGHT OF WAY (ROW) NEEDS A MINIMUM OF 4 INCHES OF CONCRETE NOTE STRINLINES LEFT IN PLACE SEVERAL AREAS BETWEEN 3 - 3 1/2 INCHES | |||
| ROW- PRE-APRON (PRE-POUR) | 01/16/2025 | Disapproved - NO FEE | EMADISON |
| Note: ** 01/16/25 DRIVEWAY POUR AREA ABOVE THE RIGHT OF WAY (ROW) NEEDS A MINIMUM OF 4 INCHES OF CONCRETE NOTE STRINLINES LEFT IN PLACE SEVERAL AREAS BETWEEN 3 - 3 1/2 INCHES | |||
| GRAVITY SEWER TEST | 11/05/2024 | Approval - Private Provider | PPROVIDER |
| Note: Inspector Notes from Inspection 2095 THIS WAS A VIRTUAL INSPECTION | |||
| SEWER TIE IN | 11/05/2024 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| INSULATION | 10/03/2024 | Approval - Private Provider | PPROVIDER |
| ALL ROUGH | 10/01/2024 | Approval - Private Provider | PPROVIDER |
| Note: 9/27/2024 10:54:26 AM- PREVIOUS INSPECTION NOTES | |||
| ALL ROUGH | 09/26/2024 | Disapproved- Private Provider | PPROVIDER |
| LATH/BRICK/ WATER BARRIER | 09/26/2024 | Approval - Private Provider | PPROVIDER |
| ROOF VALLEY & METAL | 09/12/2024 | Approval - Private Provider | PPROVIDER |
| WALL SHEATHING | 09/10/2024 | Approval - Private Provider | PPROVIDER |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 09/10/2024 | Approval - Private Provider | PPROVIDER |
| ELECTRIC-TUG | 08/09/2024 | Approval - Private Provider | PPROVIDER |
| TIE BEAM / LINTEL | 08/01/2024 | Approval - Private Provider | PPROVIDER |
| FOUND SURVEY APPROVED (OFFICE) | 07/23/2024 | APPROVED | TBAKER |
| MONOLITHIC SLAB | 07/11/2024 | Approval - Private Provider | PPROVIDER |
| PLUMBING 1ST ROUGH UNDERGROUND | 07/03/2024 | Approval - Private Provider | PPROVIDER |
| GEOTECHNICAL REPORT APPROVAL (OFFICE USE) | 06/27/2024 | APPROVED | JMUNSON |
| WATER METER INSTALLATION REQUEST | 06/21/2024 | APPROVED | CBOWERMASTER |
Review History
| Department | Status | Date In | Date Out |
| BADMIN | INFORMATION | 03/06/2025 | 03/06/2025 |
| Note: Marked INFORMATION By: SCOTT THOMAS - (386)986-3780 - STHOMAS@PALMCOASTGOV.COM RENAME TO TERMITE.PDF | |||
| ENGIN1 | COMPLETE | 07/23/2024 | 07/23/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 07/23/2024 | 07/23/2024 |
| Note: Released By: SCOTT THOMAS - (386)986-3780 - STHOMAS@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 06/26/2024 | 06/27/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 03/20/2024 | 03/20/2024 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 03/20/2024 | 03/25/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 03/20/2024 | 03/21/2024 |
| Note: Released By: JPI | |||
| BADMIN | COMPLETE | 03/12/2024 | 03/18/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | HOLD | 03/12/2024 | 03/19/2024 |
| Note: Held By: JPI | |||
| CUSVC | COMPLETE | 03/12/2024 | 03/14/2024 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ELEC | HOLD | 03/12/2024 | 03/18/2024 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. Electrical riser diagram needs to include the surge protector and outside disconnect, all wire sizes. NEC 2020 230.67,230.85 | |||
| ENGIN1 | COMPLETE | 03/12/2024 | 03/12/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 03/12/2024 | 03/13/2024 |
| LOCATE | COMPLETE | 03/12/2024 | 03/14/2024 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 03/12/2024 | 03/14/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 03/12/2024 | 03/12/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | HOLD | 03/12/2024 | 03/13/2024 |
| Note: Held By: MICHELLE RAMOS - (386)986-3780 - MRAMOS@PALMCOASTGOV.COM 1. Landscape plan missing gallon size of Holly 2. Elevation Plan - Rear of home that faces right of way therefore it requires banding. | |||
| SWALE | COMPLETE | 03/12/2024 | 05/20/2024 |
| 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 20 | ¤20.00 | 06/23/2025 |
| SW ENG - REVIEW 20 | ¤20.00 | 06/20/2024 |
| SW ENG RES REVIEW 200 | ¤200.00 | 06/20/2024 |
| SEWER CREDIT | (¤1,147.00) | 06/20/2024 |
| SEWER INSPECTION | ¤25.00 | 06/20/2024 |
| SEWER CAPITAL FACILITY | ¤5,441.03 | 06/20/2024 |
| WATER CAPITAL FACILITY FEE | ¤3,994.51 | 06/20/2024 |
| SITE PLAN 30 | ¤30.00 | 06/20/2024 |
| WATER-METER | ¤514.49 | 06/20/2024 |
| WATER- TURN ON | ¤25.00 | 06/20/2024 |
| WATER- TURN ON | ¤25.00 | 06/20/2024 |
| ADJUSTMENT 50% | (¤156.96) | 06/20/2024 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 06/20/2024 |
| ADMINISTRATIVE - RESID PP | ¤225.00 | 06/20/2024 |
| PLAN REVIEW - RESIDENTIAL | ¤283.92 | 06/20/2024 |
| CONNECTION FEES | ¤1,187.26 | 06/20/2024 |
| FC IMPACT FEE EMS | ¤62.00 | 06/20/2024 |
| IMPACT FEE FIRE | ¤428.09 | 06/20/2024 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 06/20/2024 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 06/20/2024 |
| IMPACT FEE PARKS | ¤1,800.99 | 06/20/2024 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 06/20/2024 |
| IMPACT FEE TRANSPORTATION | ¤1,862.00 | 06/20/2024 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 06/20/2024 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 06/20/2024 |
| SURCHARGE FS 533.721 | ¤3.82 | 06/20/2024 |
| SURCHARGE - FS 468.631 | ¤5.73 | 06/20/2024 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 06/20/2024 |
| SW ENG INSPECTION 80 | ¤80.00 | 06/20/2024 |
| SW ENG PRE APRON | ¤30.00 | 06/20/2024 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤20,995.88 |