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Permit #2023090433
Permit Details
Status: COED
| Parcel Id: 07-11-31-7057-00620-0120 |
| GARAGE: 797 sqft |
| CONDITIONED SPACE: 2298 sqft |
| OPENED PORCH (WITH ROOF) : 365 sqft |
| OPENED PORCH (WITH ROOF) : 88 sqft |
| Total Square Footage: 3548 sqft |
| Block: 00620 |
| Subdivision: 2123 - SECTION 57-ULYSSES TREES |
| Job Phone: 386-931-5935 |
| Location Address: 63 UNDERSHIRE PATH |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 10/03/2023 |
| NOC: RECORDED |
| Applicant name: RYAN JAMES PERRY |
| Owner: DURKIN JAMES & SANDRA H&W |
|
Address 148 KENDALL AVENUE PITTSBURGH, PA 15202 |
| Lot: 0120 |
| Contracted Stated Job Value: ¤500,000.00 |
| 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 |
| BLD - BUILDING FINAL | 11/05/2024 | Approval - Private Provider | PPROVIDER |
| ROW - FINAL APRON (AFTER POUR) | 11/05/2024 | APPROVED | FSLADISH |
| Note: 11/5/24 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. | |||
| ROW - STORMWATER FINAL | 11/05/2024 | APPROVED | FSLADISH |
| Note: 11/5/24 AT THE TIME OF THIS INSPECTIONS ALL COPC REQUIREMENTS WERE MET, NEITHER 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 | |||
| U -UTILITY RESIDENTIAL FINAL | 11/05/2024 | FINAL APPROVED | BWRIGHT |
| Note: Inspector Notes from Inspection 9035 IRR with well. No CC | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 11/04/2024 | APPROVED | FSLADISH |
| Note: 11/4/24 UPON WALKING PROPERTY DRAINAGE WILL WORK AS INDICATED ON FINAL SURVEY. 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 9463 11/1/24 ELEVATION CORRECTIONS MADE ON LATEST FINAL SURVEY AT THE TIME OF THIS INSPECTION. REAR YARD DRAINAGE ACCEPTABLE AS IT WILL DRAIN DOWN AND RIGHT TOWARD UNDERWOOD. WHEN VACANT IS BUILT ON IN REAR NEED TO MAKE SURE DRAINAGE PATTERN IS PARALLEL. APPROVING AS NOTED ________________________________________________________________________________________________________________________ 10/15/2024 - PREVIOUS INSPECTION NOTES 10/15/24 YOUR SURVEY SHOWS ELEVATIONS ON THE REAR CORNERS OF THE STRUCTURE AT 25.00 AND 25.11. YOU ARE REQUIRED TO BE A MINIMUM OF 4" BELOW FFE FOR BLOCK AND 6" FOR WOOD. YOUR ELEVATION MUBERS IN THE REAR SHOW ALL DRAINAGE FALLING BACK ONTO THE REAR ADJOINING PROPERTY CAUSING ADVERSE DRAINAGE. YOUR SWALE ELEVATION SHOTS ARE INCONSISTENT. YOUR DRAINAGE FLOWS FROM LEFT TO RIGHT FROM UNDERSHIRE AROUND THE CORNER TO UNDERWOOD. THE LAST ELEVATION SHOT ON UNDERSHIRE SHOWS A 22.39 AND THEN AROUND THE CORNER YOUR NEXT SWALE SHOT IS 22.48 GOING UPHILL AND UP AND DOWN THROUGHOUT THE SWALE CAUSING DRAINAGE TO POOL HERE AND NOT FLOW. YOU NEED TO PROVIDE FFE FOR ADJOINING OCCUPIED PROPERTY Roadside swale. Sec.300.01 C1 Sec.300.01 C1 "The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus 0.10 feet and must demonstrate a positive fall in the direction described in the swale plan. Sec.300.01 C1" Roadside swale. Sec.300.01 C2 Sec.300.01 C2 "The tolerance on individual shots along the as-built flow line of the swale (depressions or high spots) is plus or minus 0.10 feet.Sec.300.01 C2" 8 Rear yard will be drained Sec 300.01 Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Flooding or draining onto adjacent properties will not be allowed. Sod elevation Sec 300.01 (A)(1)(C)(6) Sec300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. 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. FFE of adjacent improved properties. (F) Inspector Notes from Inspection 9270 4/25/24 CORRECTIOONS MADE. PIPE IS GOOD. READY TO POUR AT THE TIME OF THIS INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS 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. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. 4/18/2024 - PREVIOUS INSPECTION NOTES 04/18/24 THERE IS NO REBAR ON SITE FOR FOOTERS One (1) #4 rebar, a with a minimum length equal to the width of the culvert is required in the center of the footer. (A) ** DRIVEWAY FACE BOARD IS SET TOO FAR BEHIND EDGE OF ROAD. PIPE MUST BE SET 8' FROM EXISTING RDGE OF ROAD. ** CULVERT PIPE FROM EDGE OF DRIVEWAY TO MITERED CUT CAN BE NO LONGER THAN 18" MINIMUM 6" PLEASE MAKE CORRECTIONS BEFORE RESUBMITTING INSPECTION. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 11/01/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 11/1/24 ELEVATION CORRECTIONS MADE ON LATEST FINAL SURVEY AT THE TIME OF THIS INSPECTION. REAR YARD DRAINAGE ACCEPTABLE AS IT WILL DRAIN DOWN AND RIGHT TOWARD UNDERWOOD. WHEN VACANT IS BUILT ON IN REAR NEED TO MAKE SURE DRAINAGE PATTERN IS PARALLEL. APPROVING AS NOTED ________________________________________________________________________________________________________________________ 10/15/2024 - PREVIOUS INSPECTION NOTES 10/15/24 YOUR SURVEY SHOWS ELEVATIONS ON THE REAR CORNERS OF THE STRUCTURE AT 25.00 AND 25.11. YOU ARE REQUIRED TO BE A MINIMUM OF 4" BELOW FFE FOR BLOCK AND 6" FOR WOOD. YOUR ELEVATION MUBERS IN THE REAR SHOW ALL DRAINAGE FALLING BACK ONTO THE REAR ADJOINING PROPERTY CAUSING ADVERSE DRAINAGE. YOUR SWALE ELEVATION SHOTS ARE INCONSISTENT. YOUR DRAINAGE FLOWS FROM LEFT TO RIGHT FROM UNDERSHIRE AROUND THE CORNER TO UNDERWOOD. THE LAST ELEVATION SHOT ON UNDERSHIRE SHOWS A 22.39 AND THEN AROUND THE CORNER YOUR NEXT SWALE SHOT IS 22.48 GOING UPHILL AND UP AND DOWN THROUGHOUT THE SWALE CAUSING DRAINAGE TO POOL HERE AND NOT FLOW. YOU NEED TO PROVIDE FFE FOR ADJOINING OCCUPIED PROPERTY Roadside swale. Sec.300.01 C1 Sec.300.01 C1 "The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus 0.10 feet and must demonstrate a positive fall in the direction described in the swale plan. Sec.300.01 C1" Roadside swale. Sec.300.01 C2 Sec.300.01 C2 "The tolerance on individual shots along the as-built flow line of the swale (depressions or high spots) is plus or minus 0.10 feet.Sec.300.01 C2" 8 Rear yard will be drained Sec 300.01 Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Flooding or draining onto adjacent properties will not be allowed. Sod elevation Sec 300.01 (A)(1)(C)(6) Sec300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. 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. FFE of adjacent improved properties. (F) Inspector Notes from Inspection 9270 4/25/24 CORRECTIOONS MADE. PIPE IS GOOD. READY TO POUR AT THE TIME OF THIS INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS 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. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. 4/18/2024 - PREVIOUS INSPECTION NOTES 04/18/24 THERE IS NO REBAR ON SITE FOR FOOTERS One (1) #4 rebar, a with a minimum length equal to the width of the culvert is required in the center of the footer. (A) ** DRIVEWAY FACE BOARD IS SET TOO FAR BEHIND EDGE OF ROAD. PIPE MUST BE SET 8' FROM EXISTING RDGE OF ROAD. ** CULVERT PIPE FROM EDGE OF DRIVEWAY TO MITERED CUT CAN BE NO LONGER THAN 18" MINIMUM 6" PLEASE MAKE CORRECTIONS BEFORE RESUBMITTING INSPECTION. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 10/15/2024 | Disapproved - NO FEE | FSLADISH |
| Note: 10/15/24 YOUR SURVEY SHOWS ELEVATIONS ON THE REAR CORNERS OF THE STRUCTURE AT 25.00 AND 25.11. YOU ARE REQUIRED TO BE A MINIMUM OF 4" BELOW FFE FOR BLOCK AND 6" FOR WOOD. YOUR ELEVATION MUBERS IN THE REAR SHOW ALL DRAINAGE FALLING BACK ONTO THE REAR ADJOINING PROPERTY CAUSING ADVERSE DRAINAGE. YOUR SWALE ELEVATION SHOTS ARE INCONSISTENT. YOUR DRAINAGE FLOWS FROM LEFT TO RIGHT FROM UNDERSHIRE AROUND THE CORNER TO UNDERWOOD. THE LAST ELEVATION SHOT ON UNDERSHIRE SHOWS A 22.39 AND THEN AROUND THE CORNER YOUR NEXT SWALE SHOT IS 22.48 GOING UPHILL AND UP AND DOWN THROUGHOUT THE SWALE CAUSING DRAINAGE TO POOL HERE AND NOT FLOW. YOU NEED TO PROVIDE FFE FOR ADJOINING OCCUPIED PROPERTY Roadside swale. Sec.300.01 C1 Sec.300.01 C1 "The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus 0.10 feet and must demonstrate a positive fall in the direction described in the swale plan. Sec.300.01 C1" Roadside swale. Sec.300.01 C2 Sec.300.01 C2 "The tolerance on individual shots along the as-built flow line of the swale (depressions or high spots) is plus or minus 0.10 feet.Sec.300.01 C2" 8 Rear yard will be drained Sec 300.01 Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Flooding or draining onto adjacent properties will not be allowed. Sod elevation Sec 300.01 (A)(1)(C)(6) Sec300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. 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. FFE of adjacent improved properties. (F) Inspector Notes from Inspection 9270 4/25/24 CORRECTIOONS MADE. PIPE IS GOOD. READY TO POUR AT THE TIME OF THIS INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS 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. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. 4/18/2024 - PREVIOUS INSPECTION NOTES 04/18/24 THERE IS NO REBAR ON SITE FOR FOOTERS One (1) #4 rebar, a with a minimum length equal to the width of the culvert is required in the center of the footer. (A) ** DRIVEWAY FACE BOARD IS SET TOO FAR BEHIND EDGE OF ROAD. PIPE MUST BE SET 8' FROM EXISTING RDGE OF ROAD. ** CULVERT PIPE FROM EDGE OF DRIVEWAY TO MITERED CUT CAN BE NO LONGER THAN 18" MINIMUM 6" PLEASE MAKE CORRECTIONS BEFORE RESUBMITTING INSPECTION. | |||
| U-CROSS CONNECTION | 10/08/2024 | APPROVED - AS NOTED | BWRIGHT |
| Note: IRR with well. No CC | |||
| ELECTRIC - EARLY POWER | 06/13/2024 | Approval - Private Provider | PPROVIDER |
| ROW- PRE-APRON (PRE-POUR) | 04/25/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 4/25/24 CORRECTIOONS MADE. PIPE IS GOOD. READY TO POUR AT THE TIME OF THIS INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS 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. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. 4/18/2024 - PREVIOUS INSPECTION NOTES 04/18/24 THERE IS NO REBAR ON SITE FOR FOOTERS One (1) #4 rebar, a with a minimum length equal to the width of the culvert is required in the center of the footer. (A) ** DRIVEWAY FACE BOARD IS SET TOO FAR BEHIND EDGE OF ROAD. PIPE MUST BE SET 8' FROM EXISTING RDGE OF ROAD. ** CULVERT PIPE FROM EDGE OF DRIVEWAY TO MITERED CUT CAN BE NO LONGER THAN 18" MINIMUM 6" PLEASE MAKE CORRECTIONS BEFORE RESUBMITTING INSPECTION. | |||
| ROW- PRE-APRON (PRE-POUR) | 04/18/2024 | Disapproved - NO FEE | TPOLACEK |
| Note: 04/18/24 THERE IS NO REBAR ON SITE FOR FOOTERS One (1) #4 rebar, a with a minimum length equal to the width of the culvert is required in the center of the footer. (A) ** DRIVEWAY FACE BOARD IS SET TOO FAR BEHIND EDGE OF ROAD. PIPE MUST BE SET 8' FROM EXISTING RDGE OF ROAD. ** CULVERT PIPE FROM EDGE OF DRIVEWAY TO MITERED CUT CAN BE NO LONGER THAN 18" MINIMUM 6" PLEASE MAKE CORRECTIONS BEFORE RESUBMITTING INSPECTION. SEE ATTACHED PHOTOS | |||
| GRAVITY SEWER TEST | 04/15/2024 | Approval - Private Provider | PPROVIDER |
| Note: Inspector Notes from Inspection 9450 THIS WAS A VIRTUAL INSPECTION | |||
| U - SEWER TIE IN | 04/15/2024 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| LATH/BRICK/ WATER BARRIER | 02/12/2024 | Approval - Private Provider | PPROVIDER |
| INSULATION | 02/12/2024 | Approval - Private Provider | PPROVIDER |
| ALL ROUGH | 02/06/2024 | Approval - Private Provider | PPROVIDER |
| ROOF VALLEY & METAL | 01/24/2024 | Approval - Private Provider | PPROVIDER |
| TIE DOWN | 01/24/2024 | Approval - Private Provider | PPROVIDER |
| WALL SHEATHING | 01/17/2024 | Approval - Private Provider | PPROVIDER |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 01/17/2024 | Approval - Private Provider | PPROVIDER |
| ELECTRIC-TUG | 12/28/2023 | Approval - Private Provider | PPROVIDER |
| FOUND SURVEY APPROVED (OFFICE) | 12/20/2023 | APPROVED | TBAKER |
| TIE BEAM / LINTEL | 12/14/2023 | Approval - Private Provider | PPROVIDER |
| MONOLITHIC SLAB | 12/01/2023 | Approval - Private Provider | PPROVIDER |
| PLUMBING 1ST ROUGH UNDERGROUND | 11/14/2023 | APPROVED | MGIBSON |
| WATER METER INSTALLATION REQUEST | 10/24/2023 | APPROVED | CBOWERMASTER |
Review History
| Department | Status | Date In | Date Out |
| ENGIN1 | COMPLETE | 12/19/2023 | 12/20/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 12/19/2023 | 12/19/2023 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 10/02/2023 | 10/03/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 10/02/2023 | 10/03/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 09/21/2023 | 09/21/2023 |
| Note: Released By: EDWARD MADISON - (386)986-4770 - EMADISON@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 09/20/2023 | 09/20/2023 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| ELEC | HOLD | 09/20/2023 | 09/25/2023 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. The living space needs to be done with the 3 volt amp calculation. NEC 2017 220 | |||
| SW1 | HOLD | 09/20/2023 | 09/21/2023 |
| Note: Held By: GABRIEL BERTOLA - (386)986-7660 - GBERTOLA@PALMCOASTGOV.COM Unless specifically stated the subject lot must drain from back to front or a portion may be drained to an adjacent City drainage feature. (B)?The subject lots drainage must not negatively impact any adjacent property. (B) | |||
| ENGIN1 | COMPLETE | 09/20/2023 | 09/20/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| BLD | HOLD | 09/20/2023 | 09/22/2023 |
| Note: Held By: JPI 1. Per City Truss Submittal Requirements dated April 15, 2023, provide the truss plan packet signed and sealed by a licensed design professional including a completed shop drawing approval stamp on the truss cover sheet. | |||
| BLD | COMPLETE | 09/12/2023 | 09/12/2023 |
| Note: Released By: JPI | |||
| CUSVC | COMPLETE | 09/12/2023 | 09/13/2023 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ELEC | HOLD | 09/12/2023 | 09/14/2023 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. Electrical load calcs need to have the living space included. NEC 2017 220 | |||
| ENGIN1 | COMPLETE | 09/12/2023 | 09/12/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 09/12/2023 | 09/13/2023 |
| LOCATE | COMPLETE | 09/12/2023 | 09/18/2023 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 09/12/2023 | 09/13/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 09/12/2023 | 09/19/2023 |
| Note: Held By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM The front property line/right away elevation are to be equal to or greater than the centerline of the road elevation | |||
| ZON | HOLD | 09/12/2023 | 09/12/2023 |
| Note: Held By: SCOTT THOMAS - (386)986-3780 - STHOMAS@PALMCOASTGOV.COM 1. MINIMUM # TREES NOT MET 2. BEDROOM 2 LABELED INCORRECTLY (DUPLICATE) | |||
| BADMIN | COMPLETE | 09/12/2023 | 09/14/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 09/12/2023 | 10/31/2023 |
| 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 |
| ADMINISTRATIVE - RESID PP | ¤225.00 | 11/11/2024 |
| INSPECTION - RESIDENTIAL | ¤1,375.00 | 10/03/2023 |
| PLAN REVIEW - RESIDENTIAL | ¤390.00 | 10/03/2023 |
| CONNECTION FEES | ¤1,166.26 | 10/03/2023 |
| FC IMPACT FEE EMS | ¤62.00 | 10/03/2023 |
| IMPACT FEE FIRE | ¤420.52 | 10/03/2023 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 10/03/2023 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 10/03/2023 |
| IMPACT FEE PARKS | ¤1,769.15 | 10/03/2023 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 10/03/2023 |
| IMPACT FEE TRANSPORTATION | ¤1,812.00 | 10/03/2023 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 10/03/2023 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 10/03/2023 |
| SURCHARGE FS 533.721 | ¤8.98 | 10/03/2023 |
| SURCHARGE - FS 468.631 | ¤13.46 | 10/03/2023 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 10/03/2023 |
| SW ENG INSPECTION 80 | ¤80.00 | 10/03/2023 |
| SW ENG PRE APRON | ¤30.00 | 10/03/2023 |
| SW ENG - REVIEW 20 | ¤20.00 | 10/03/2023 |
| SW ENG RES REVIEW 200 | ¤200.00 | 10/03/2023 |
| SEWER CREDIT | (¤850.00) | 10/03/2023 |
| SEWER INSPECTION | ¤25.00 | 10/03/2023 |
| SEWER CAPITAL FACILITY | ¤5,344.82 | 10/03/2023 |
| WATER CAPITAL FACILITY FEE | ¤3,923.88 | 10/03/2023 |
| SITE PLAN 30 | ¤30.00 | 10/03/2023 |
| WATER-METER | ¤505.39 | 10/03/2023 |
| WATER- TURN ON | ¤25.00 | 10/03/2023 |
| WATER- TURN ON | ¤25.00 | 10/03/2023 |
| ADJUSTMENT 50% | (¤897.50) | 10/03/2023 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 10/03/2023 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤21,739.96 |