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Permit #2023110675
Permit Details
Status: COED
| Parcel Id: 07-11-31-7010-00140-0190 |
| CONDITIONED SPACE: 2782 sqft |
| GARAGE: 707 sqft |
| OPENED PORCH (WITH ROOF) : 629 sqft |
| OPENED PORCH (WITH ROOF) : 170 sqft |
| Total Square Footage: 4288 sqft |
| Block: 00140 |
| Subdivision: 2137 - SECTION 10-FLORIDA PARK |
| Job Phone: 904-347-7837 |
| Location Address: 72 FLEMINGWOOD LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 04/09/2024 |
| NOC: RECORDED |
| Applicant name: ERIC PAUL PANNONE |
| Owner: CASTAWAY CONSTRUCTION LLC |
|
Address 30 FERNON LANE PALM COAST, FL 32137 |
| Lot: 0190 |
| Contracted Stated Job Value: ¤450,000.00 |
| Job Description: Single Family Residence |
| Type: CN |
Contractor
CASTAWAY CONSTRUCTION LLC
| Status | Location Address | State License Number | Phone |
| INACTIVE |
30 FERNON LANE PALM COAST, FL 32137 |
CBC1266321 (Exp: 08/31/2026) | 904-347-7837 |
Sub Contractors
ANTONIO VINCENZO DAHM
| Status | Location Address | State License Number | Phone |
| ACTIVE |
10 RYBAR LANE PALM COAST, FL 32164 |
CFC1429951 (Exp: 08/31/2026) | 386-237-5692 |
SHAWN R RAMNARINE SINGH
| Status | Location Address | State License Number | Phone |
| INACTIVE |
4 SEASIDE CT PALM COAST, FL 32164 |
CAC1818766 (Exp: 08/31/2026) | 306-302-2179 |
OLEG BELINSKIY
| Status | Location Address | State License Number | Phone |
| ACTIVE |
19 PINE CIRCLE DRIVE19 PALM COAST, FL 32167 |
CCC1325974 (Exp: 08/31/2026) | 386-263-7906 |
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 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 08/25/2025 | FINAL APPROVED | HCAMACHO |
| BLD - BUILDING FINAL | 08/18/2025 | Disapproved - NO FEE | HCAMACHO |
| Note: 1. Need to revise energy calcs to match A/C installed.FBC [A] 107.4 2. Guest Bedrooms need light.FBC EC R404.1 3. Dishwasher was in place but not hooked up. FBCR P2717.2 4. Shower head in guest bath in the rear is loose in the wall.P2710.1 | |||
| ROW - FINAL APRON (AFTER POUR) | 08/18/2025 | APPROVED | EMADISON |
| Note: 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 | |||
| ROW - STORMWATER FINAL | 08/18/2025 | APPROVED | EMADISON |
| Note: 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 | |||
| U -UTILITY RESIDENTIAL FINAL | 08/18/2025 | FINAL APPROVED | LFITZGERALD |
| ROW FIELD SURVEY /GRADING CERTIFICATION | 08/11/2025 | APPROVED - AS NOTED | EMADISON |
| Note: ** 08/11/25 A HOT ASPHALT ROAD REPAIR PATCH IS REQUIRED ACROSS THE EDGE OF DRIVEWAY APRON YOU MUST CHIP AWAY ANY OVER POURED CONCRETE | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 08/11/2025 | APPROVED | EMADISON |
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 07/14/2025 | Disapproved -FEE REQUIRED | PFLANAGAN |
| Note: BACK RIGHT CORNER YOU STILL DONT HAVE .30 FROM THE TOE OF THE DRAINAGE PATTERN TO THE TOP. NEED TO OFIX SO NO WATER WILL IMPACT ANY ADJACENT LOTS SURROUNDING THIS LOT. --------------------------------------------------------------------------- 5/30/2025 - PREVIOUS INSPECTION NOTES THE BACK DRAINAGE PATTERN YOU STILL DO NOT HAVE .30 FROM THE TOE OF THE DRAINAGE PATTERN TO THE TOP OF DRAINAGE PATTERN IN SOME AREAS. ------------------------------------------------------------------------------------------------- 4/21/2025 - PREVIOUS INSPECTION NOTES 4/21/25 PLEASE READ INSPECTORS PREVIOUS NOTES. YOU CULVERT PIPE SHOTS OF 20.55 TO 20.33 IS OUT OF TOLERANCE TO THE COPC SWALE PLAN DIAGRAM. PLEASE VERIFY ELEVATION. YOU ALSO HAVE LISTED THAT TIS CULVERT PIPE IS 12" RCP PIPE. PLEASE VERIFY THAT IT 13 X 17 ELIPTICAL CMP. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 SWALE PLAN The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 of a foot in the direction of the drainage flow SWALE PLAN SPECIFIC DETAILS 1. Culvert pipe shall be a 13"x17" elliptical CMP (ALUMINIZED) or 15" diameter HDPE or 15" diameter CMP (ALUMINIZED). - unless specified otherwise- installed in accordance with The City of Palm Coast Residential Culvert Detail (DWG NO. 300.C). Substitutes require prior approval by the City Storrnwater Engineer. 3/13/2025 - PREVIOUS INSPECTION NOTES ** 03/13/25 CULVERT PIPE IS OUT OF TOLERANCE IN ACCORDANCE WITH THE ELEVATION SET ON THE SWALE PLAN DIAGRAM ** SWALE ON LEFT SIDE FLOW IS INCONSISTANT AND WILL HOLD WATER _____________________________________________________________________________________________________________________ 3/5/2025 - PREVIOUS INSPECTION NOTES 1) THE FINAL SURVEY DOESN'T HAVE THE FOLLOWING NO IVERTS OF THE CULVERT, NO EDGE OF PAVEMENT ELEVATIONS, AND NO CENTERLINE OF ROAD ELEVATIONS. 2) NEED TO CLEAN UP ELEVATIONS ON RIGHT SIDE OF HOUSE SO WE CAN READ SURVEY CORRECTLY. 3) FINAL SURVEY STATES THAT YOU DO NOT HAVE 6" OFF THE BACK OF THE STRUCTURE TO THE DRAINAGE PATTERN. PER FBC Chapter 4, R401.3-Drainage from the structure is to be a 6-inch (5%) minimum slope for the first 10’. 4) FINAL SURVEY STATES YOU DO NOT HAVE .30 FROM THE TOE OF THE DRAINAGE PATTERN TO THE TOP OF THE DRAINAGE PATTERN PER CITY CODE Section 300.01 D(6) V-17 The top of slope of swales along the property lines shall be a minimum of 0.30 of a foot higher than the toe of slope. | |||
| ROW- PROJECT STATUS | 06/04/2025 | Status Check | PFLANAGAN |
| Note: MET WITH ALLEN AND THEY NEED TO RAISE SO THERE IS .30 FROM THE SWALES TO THE TOP OF THE SWALES IN THE LOT SO NO WATER WILL IMPACT THE ADJACENT LOTS | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 05/30/2025 | Disapproved - NO FEE | PFLANAGAN |
| Note: THE BACK DRAINAGE PATTERN YOU STILL DO NOT HAVE .30 FROM THE TOE OF THE DRAINAGE PATTERN TO THE TOP OF DRAINAGE PATTERN IN SOME AREAS. ------------------------------------------------------------------------------------------------- 4/21/2025 - PREVIOUS INSPECTION NOTES 4/21/25 PLEASE READ INSPECTORS PREVIOUS NOTES. YOU CULVERT PIPE SHOTS OF 20.55 TO 20.33 IS OUT OF TOLERANCE TO THE COPC SWALE PLAN DIAGRAM. PLEASE VERIFY ELEVATION. YOU ALSO HAVE LISTED THAT TIS CULVERT PIPE IS 12" RCP PIPE. PLEASE VERIFY THAT IT 13 X 17 ELIPTICAL CMP. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 SWALE PLAN The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 of a foot in the direction of the drainage flow SWALE PLAN SPECIFIC DETAILS 1. Culvert pipe shall be a 13"x17" elliptical CMP (ALUMINIZED) or 15" diameter HDPE or 15" diameter CMP (ALUMINIZED). - unless specified otherwise- installed in accordance with The City of Palm Coast Residential Culvert Detail (DWG NO. 300.C). Substitutes require prior approval by the City Storrnwater Engineer. 3/13/2025 - PREVIOUS INSPECTION NOTES ** 03/13/25 CULVERT PIPE IS OUT OF TOLERANCE IN ACCORDANCE WITH THE ELEVATION SET ON THE SWALE PLAN DIAGRAM ** SWALE ON LEFT SIDE FLOW IS INCONSISTANT AND WILL HOLD WATER _____________________________________________________________________________________________________________________ 3/5/2025 - PREVIOUS INSPECTION NOTES 1) THE FINAL SURVEY DOESN'T HAVE THE FOLLOWING NO IVERTS OF THE CULVERT, NO EDGE OF PAVEMENT ELEVATIONS, AND NO CENTERLINE OF ROAD ELEVATIONS. 2) NEED TO CLEAN UP ELEVATIONS ON RIGHT SIDE OF HOUSE SO WE CAN READ SURVEY CORRECTLY. 3) FINAL SURVEY STATES THAT YOU DO NOT HAVE 6" OFF THE BACK OF THE STRUCTURE TO THE DRAINAGE PATTERN. PER FBC Chapter 4, R401.3-Drainage from the structure is to be a 6-inch (5%) minimum slope for the first 10’. 4) FINAL SURVEY STATES YOU DO NOT HAVE .30 FROM THE TOE OF THE DRAINAGE PATTERN TO THE TOP OF THE DRAINAGE PATTERN PER CITY CODE Section 300.01 D(6) V-17 The top of slope of swales along the property lines shall be a minimum of 0.30 of a foot higher than the toe of slope. | |||
| ROW- PROJECT STATUS | 05/23/2025 | Status Check | EMADISON |
| Note: ** 05/23/25 AS A COURTESY CHECKED CULVERT ELEVATION FOR BUILDER AS HIS FINAL SURVEY IS SHOWING OUT OF TOLERANCE ACCORDING TO INVERT ON SWALE PLAN SHOT CULVERT AFTER REMOVING SEDIMENT FROM BOTTOM OF CULVERT (LEFT 20.45) AND (RIGHT 20.36) CULVERT ELEVATION IS GOOD ONCE DEBRIS WAS REMOVED ** NOTIFIED BUILDER OF STATUS. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 04/21/2025 | Disapproved -FEE REQUIRED | FSLADISH |
| Note: **05/23/25 AS A COURTESY CHECKED CULVERT ELEVATION FOR BUILDER AS HIS FINAL SURVEY IS SHOWING OUT OF TOLERANCE ACCORDING TO INVERT ON SWALE PLAN SHOT CULVERT AFTER REMOVING SEDIMENT FROM BOTTOM OF CULVERT (LEFT 20.45) AND (RIGHT 20.36) CULVERT ELEVATION IS GOOD ONCE DEBRIS WAS REMOVED ** NOTIFIED BUILDER OF STATUS. 4/21/25 PLEASE READ INSPECTORS PREVIOUS NOTES. YOU CULVERT PIPE SHOTS OF 20.55 TO 20.33 IS OUT OF TOLERANCE TO THE COPC SWALE PLAN DIAGRAM. PLEASE VERIFY ELEVATION. YOU ALSO HAVE LISTED THAT TIS CULVERT PIPE IS 12" RCP PIPE. PLEASE VERIFY THAT IT 13 X 17 ELIPTICAL CMP. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 SWALE PLAN The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 of a foot in the direction of the drainage flow SWALE PLAN SPECIFIC DETAILS 1. Culvert pipe shall be a 13"x17" elliptical CMP (ALUMINIZED) or 15" diameter HDPE or 15" diameter CMP (ALUMINIZED). - unless specified otherwise- installed in accordance with The City of Palm Coast Residential Culvert Detail (DWG NO. 300.C). Substitutes require prior approval by the City Storrnwater Engineer. 3/13/2025 - PREVIOUS INSPECTION NOTES ** 03/13/25 CULVERT PIPE IS OUT OF TOLERANCE IN ACCORDANCE WITH THE ELEVATION SET ON THE SWALE PLAN DIAGRAM ** SWALE ON LEFT SIDE FLOW IS INCONSISTANT AND WILL HOLD WATER _____________________________________________________________________________________________________________________ 3/5/2025 - PREVIOUS INSPECTION NOTES 1) THE FINAL SURVEY DOESN'T HAVE THE FOLLOWING NO IVERTS OF THE CULVERT, NO EDGE OF PAVEMENT ELEVATIONS, AND NO CENTERLINE OF ROAD ELEVATIONS. 2) NEED TO CLEAN UP ELEVATIONS ON RIGHT SIDE OF HOUSE SO WE CAN READ SURVEY CORRECTLY. 3) FINAL SURVEY STATES THAT YOU DO NOT HAVE 6" OFF THE BACK OF THE STRUCTURE TO THE DRAINAGE PATTERN. PER FBC Chapter 4, R401.3-Drainage from the structure is to be a 6-inch (5%) minimum slope for the first 10’. 4) FINAL SURVEY STATES YOU DO NOT HAVE .30 FROM THE TOE OF THE DRAINAGE PATTERN TO THE TOP OF THE DRAINAGE PATTERN PER CITY CODE Section 300.01 D(6) V-17 The top of slope of swales along the property lines shall be a minimum of 0.30 of a foot higher than the toe of slope. | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 04/17/2025 | Disapproved - NO FEE | FSLADISH |
| Note: 4/17/25 YOU MUST FIRST SUBMIT A FINAL SURVEY INSPECTION FOR REVIEW AND PASSAGE BEFORE YOU CAN HAVE A FIELD SURVEY INSPECTION COMPLETED. | |||
| U-CROSS CONNECTION | 04/17/2025 | APPROVED | DHANEY |
| ROW- PROJECT STATUS | 04/14/2025 | Status Check | EMADISON |
| Note: ** READY FOR SOD | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 03/13/2025 | Disapproved - NO FEE | EMADISON |
| Note: ** 03/13/25 CULVERT PIPE IS OUT OF TOLERANCE IN ACCORDANCE WITH THE ELEVATION SET ON THE SWALE PLAN DIAGRAM ** SWALE ON LEFT SIDE FLOW IS INCONSISTANT AND WILL HOLD WATER _____________________________________________________________________________________________________________________ 3/5/2025 - PREVIOUS INSPECTION NOTES 1) THE FINAL SURVEY DOESN'T HAVE THE FOLLOWING NO IVERTS OF THE CULVERT, NO EDGE OF PAVEMENT ELEVATIONS, AND NO CENTERLINE OF ROAD ELEVATIONS. 2) NEED TO CLEAN UP ELEVATIONS ON RIGHT SIDE OF HOUSE SO WE CAN READ SURVEY CORRECTLY. 3) FINAL SURVEY STATES THAT YOU DO NOT HAVE 6" OFF THE BACK OF THE STRUCTURE TO THE DRAINAGE PATTERN. PER FBC Chapter 4, R401.3-Drainage from the structure is to be a 6-inch (5%) minimum slope for the first 10’. 4) FINAL SURVEY STATES YOU DO NOT HAVE .30 FROM THE TOE OF THE DRAINAGE PATTERN TO THE TOP OF THE DRAINAGE PATTERN PER CITY CODE Section 300.01 D(6) V-17 The top of slope of swales along the property lines shall be a minimum of 0.30 of a foot higher than the toe of slope. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 03/05/2025 | Disapproved - NO FEE | PFLANAGAN |
| Note: 1) THE FINAL SURVEY DOESN'T HAVE THE FOLLOWING NO IVERTS OF THE CULVERT, NO EDGE OF PAVEMENT ELEVATIONS, AND NO CENTERLINE OF ROAD ELEVATIONS. 2) NEED TO CLEAN UP ELEVATIONS ON RIGHT SIDE OF HOUSE SO WE CAN READ SURVEY CORRECTLY. 3) FINAL SURVEY STATES THAT YOU DO NOT HAVE 6" OFF THE BACK OF THE STRUCTURE TO THE DRAINAGE PATTERN. PER FBC Chapter 4, R401.3-Drainage from the structure is to be a 6-inch (5%) minimum slope for the first 10’. 4) FINAL SURVEY STATES YOU DO NOT HAVE .30 FROM THE TOE OF THE DRAINAGE PATTERN TO THE TOP OF THE DRAINAGE PATTERN PER CITY CODE Section 300.01 D(6) V-17 The top of slope of swales along the property lines shall be a minimum of 0.30 of a foot higher than the toe of slope. | |||
| GRAVITY SEWER TEST | 01/09/2025 | APPROVED - AS NOTED | MGIBSON |
| Note: Inspector Notes from Inspection 2060 NEED ADDRESS POSTED FOR ''911'' PURPOSES THIS WAS A VIRTUAL INSPECTION | |||
| SEWER TIE IN | 01/09/2025 | APPROVED - AS NOTED | MGIBSON |
| Note: Inspector Notes from Inspection 2060 NEED ADDRESS POSTED FOR ''911'' PURPOSES THIS WAS A VIRTUAL INSPECTION | |||
| ROW- PRE-APRON (PRE-POUR) | 11/21/2024 | APPROVED | PFLANAGAN |
| Note: CORRECTIONS MADE TO CULVERT 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. ------------------------------------------------------------------------------------ 11/19/2024 - PREVIOUS INSPECTION NOTES NAIL HAS BEEN RE-ESTABLISH AND MATCHES CENTER. CULVERT PIPE IS OUT OF TOLERANCE WITH THE SWALE PLAN DETAIL. ------------------------------------------------------------------------------------------- 11/12/2024 - PREVIOUS INSPECTION NOTES COULD NOT FIND NAIL IN THE EDGE OF PAVEMENT NEED TO RE-ESTABLISH BENCH MARK AT THE SAME LOCATION AND AT THE ELEVATION SO WE CAN INSPECT CULVERT CORRECTLY. --------------------------------------------------------------------------------- 11/8/2024 - PREVIOUS INSPECTION NOTES CONTRACTOR ON SITE WANTED TO CANCEL DUE TO WATER IN POURING AREA. | |||
| ROW- PRE-APRON (PRE-POUR) | 11/19/2024 | Disapproved -FEE REQUIRED | PFLANAGAN |
| Note: NAIL HAS BEEN RE-ESTABLISH AND MATCHES CENTER. CULVERT PIPE IS OUT OF TOLERANCE WITH THE SWALE PLAN DETAIL. ------------------------------------------------------------------------------------------- 11/12/2024 - PREVIOUS INSPECTION NOTES COULD NOT FIND NAIL IN THE EDGE OF PAVEMENT NEED TO RE-ESTABLISH BENCH MARK AT THE SAME LOCATION AND AT THE ELEVATION SO WE CAN INSPECT CULVERT CORRECTLY. --------------------------------------------------------------------------------- 11/8/2024 - PREVIOUS INSPECTION NOTES CONTRACTOR ON SITE WANTED TO CANCEL DUE TO WATER IN POURING AREA. | |||
| ROW- PRE-APRON (PRE-POUR) | 11/12/2024 | Disapproved -FEE REQUIRED | PFLANAGAN |
| Note: COULD NOT FIND NAIL IN THE EDGE OF PAVEMENT NEED TO RE-ESTABLISH BENCH MARK AT THE SAME LOCATION AND AT THE ELEVATION SO WE CAN INSPECT CULVERT CORRECTLY. --------------------------------------------------------------------------------- 11/8/2024 - PREVIOUS INSPECTION NOTES CONTRACTOR ON SITE WANTED TO CANCEL DUE TO WATER IN POURING AREA. | |||
| ROW- PRE-APRON (PRE-POUR) | 11/08/2024 | CANCELLED BY APPLICANT | PFLANAGAN |
| Note: CONTRACTOR ON SITE WANTED TO CANCEL DUE TO WATER IN POURING AREA. | |||
| ELECTRIC - EARLY POWER | 09/24/2024 | APPROVED | HCAMACHO |
| Note: 6/12/2024 - PREVIOUS INSPECTION NOTES | |||
| LATH/BRICK/ WATER BARRIER | 08/26/2024 | APPROVED | FWILLIS |
| WINDOW NAILING | 08/22/2024 | APPROVED | FWILLIS |
| Note: *** NOTES ADDED BY JSTEWART 8/2/2024 12:43:25 PM *** for all windows and doors, back order at all rough inspection. | |||
| INSULATION | 08/22/2024 | APPROVED | FWILLIS |
| ALL ROUGH | 08/07/2024 | APPROVED | JSTEWART |
| Note: 8/2/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY JSTEWART 8/2/2024 12:42:27 PM *** 1. Please have branch vents in Master and spare bath sloped toward main drain. 2. Please install Mechanical fasteners at all exhaust duct connection to fan assembly. FBCR M1601.4.1 3. Please install gasket to face of all supply and return boots. FBC EC TABLE R402.4.1.1 4. Master toilet exhaust duct Not connected please connect, seal, fasten, and strap. FBCR M1601.4.1/ FBCR M1601.4.4 5. Please have energy calcs onsite with duct Layout matching what is installed. FBC [A]107.3.1 6. Please post address for emergency services. FBCR 319.1 | |||
| ALL ROUGH | 08/02/2024 | Disapproved -FEE REQUIRED | JSTEWART |
| Note: *** NOTES ADDED BY JSTEWART 8/2/2024 12:44:20 PM *** Added a window nailing inspection for all windows and doors, back order at all rough inspection. *** NOTES ADDED BY JSTEWART 8/2/2024 12:42:27 PM *** 1. Please have branch vents in Master and spare bath sloped toward main drain. 2. Please install Mechanical fasteners at all exhaust duct connection to fan assembly. FBCR M1601.4.1 3. Please install gasket to face of all supply and return boots. FBC EC TABLE R402.4.1.1 4. Master toilet exhaust duct Not connected please connect, seal, fasten, and strap. FBCR M1601.4.1/ FBCR M1601.4.4 5. Please have energy calcs onsite with duct Layout matching what is installed. FBC [A]107.3.1 6. Please post address for emergency services. FBCR 319.1 | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 08/01/2024 | APPROVED | FWILLIS |
| ROOF VALLEY & METAL | 06/28/2024 | APPROVED | LMILLER |
| WALL SHEATHING | 06/25/2024 | APPROVED | LMILLER |
| ROOF SHEATHING | 06/21/2024 | APPROVED | FWILLIS |
| FOUND SURVEY APPROVED (OFFICE) | 06/18/2024 | APPROVED | TBAKER |
| ELECTRIC - EARLY POWER | 06/12/2024 | CANCELLED BY APPLICANT | JWALKER |
| ELECTRIC-TUG | 06/12/2024 | APPROVED | JWALKER |
| TIE BEAM / LINTEL | 05/29/2024 | APPROVED | JWALKER |
| Note: 5/28/2024 - PREVIOUS INSPECTION NOTES | |||
| TIE BEAM / LINTEL | 05/28/2024 | CANCELLED BY APPLICANT | JWALKER |
| MONOLITHIC SLAB | 05/06/2024 | APPROVED | JSTEWART |
| Note: 5/3/2024 - PREVIOUS INSPECTION NOTES Slab has not been completed 6 workers onsite. Please do not schedule inspections untill work has been completed. | |||
| MONOLITHIC SLAB | 05/03/2024 | Disapproved -FEE REQUIRED | JWALKER |
| Note: Slab has not been completed 6 workers onsite. Please do not schedule inspections untill work has been completed. | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 04/29/2024 | APPROVED - AS NOTED | MGIBSON |
| Note: NEED ADDRESS POSTED FOR ''911'' PURPOSES | |||
| WATER METER INSTALLATION REQUEST | 04/29/2024 | APPROVED | CBOWERMASTER |
Review History
| Department | Status | Date In | Date Out |
| MECH | COMPLETE | 08/19/2025 | 08/20/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BADMIN | INFORMATION | 07/11/2025 | 07/11/2025 |
| Note: Marked INFORMATION By: BARBIE BEMBRY - (386)986-3780 - BUILDINGDIVISION@PALMCOASTGOV.COM If htis is a revised site plan, please enter what the changes are/reason for submittal. If this is a final survey, upload under the final survey document type and name your file final survey. | |||
| ENGIN1 | COMPLETE | 06/18/2024 | 06/18/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 06/18/2024 | 06/18/2024 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 03/14/2024 | 03/20/2024 |
| Note: Released By: SINA VEDADI MOGHADAM - (386)986-2569 - SVEDADIMOGHADAM@PALMCOASTGOV.COM For the next submission, the flow arrow direction should be corrected in the back corner of the property. | |||
| ENGIN1 | COMPLETE | 03/14/2024 | 03/18/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 03/14/2024 | 03/14/2024 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 02/13/2024 | 02/13/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 02/13/2024 | 02/15/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 02/13/2024 | 02/15/2024 |
| Note: Released By: JPI | |||
| SW1 | HOLD | 02/13/2024 | 02/22/2024 |
| Note: Held By: SINA VEDADI MOGHADAM - (386)986-2569 - SVEDADIMOGHADAM@PALMCOASTGOV.COM 1- There are no proposed elevations on the plan, only existing elevations. Please show the proposed elevations on a 20 ft grid on your property. 2- Sod elevations adjacent to the structure are 4" below the FFE for block and 6" for wood frame structures. 3- Currently, it is the same as the FFE on the plan. Please note the drainage from the structure is to be a 6 inch minimum slope for the first 10’. 4- Please depict the driveway width at the edge of pavement (EOP) as well. 5- When designing your proposed elevations please be aware that the lot drainage must not negatively impact any adjacent property. | |||
| ENGIN1 | COMPLETE | 02/13/2024 | 02/13/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 11/29/2023 | 11/30/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ZON | HOLD | 11/29/2023 | 11/29/2023 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM House doesn't meet the minimum side setback of 7.5ft on right side | |||
| MECH | HOLD | 11/29/2023 | 11/29/2023 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Energy Calcs need to be signed by the owner/ owner agent below the preparer per R103.1.1.2 FBC Energy Conservation 2020 7Th edition | |||
| BLD | HOLD | 11/29/2023 | 12/01/2023 |
| 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. | |||
| SW1 | HOLD | 11/29/2023 | 12/06/2023 |
| Note: Held By: GABRIEL BERTOLA - (386)986-7660 - GBERTOLA@PALMCOASTGOV.COM NEED TO SUBMIT A NEW SITE PLAN | |||
| ENGIN1 | COMPLETE | 11/29/2023 | 11/29/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| BLD | HOLD | 11/16/2023 | 11/20/2023 |
| 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. | |||
| CUSVC | COMPLETE | 11/16/2023 | 11/17/2023 |
| Note: Released By: CYNTHIA SCHWEERS - - CSCHWEERS@PALMCOASSTGOV.COM | |||
| ELEC | HOLD | 11/16/2023 | 11/16/2023 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. Outlets in garage and laundry need to be GFCI protected. NEC 2017 210.8 2. Need correct outlet spacing in bed 4. wall behind door. NEC 2017 210.52 3. Submit electrical load calcs. | |||
| ENGIN1 | COMPLETE | 11/16/2023 | 11/16/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 11/16/2023 | 11/20/2023 |
| LOCATE | COMPLETE | 11/16/2023 | 11/16/2023 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | HOLD | 11/16/2023 | 11/20/2023 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM 1. Design location on Heatload needs to be Daytona Beach. 2. Provide Duct layout signed by the AC contractor | |||
| SW1 | HOLD | 11/16/2023 | 11/22/2023 |
| Note: Held By: JEFF CREWS - - JCREWS@PALMCOASTGOV.COM Please remove all contour lines, need proposed elv's clearly shown on a 20' grid to show proper lot drainage, need proposed elv's at house corners, show flow arrows | |||
| ZON | HOLD | 11/16/2023 | 11/16/2023 |
| Note: Held By: MICHELLE RAMOS - (386)986-3780 - MRAMOS@PALMCOASTGOV.COM 1. Site plan missing width of driveway and walkway. 2. Landscape missing sod type and irrigation if not bahia. 3. Color Material missing exterior material. | |||
| BADMIN | COMPLETE | 11/16/2023 | 11/21/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 11/16/2023 | 01/05/2024 |
| 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 |
| PLAN REVIEW - REVISION | ¤32.50 | 08/24/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 08/24/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 08/24/2025 |
| SW ENG REINSPECTION 30 | ¤30.00 | 08/24/2025 |
| SW ENG REINSPECTION 30 | ¤30.00 | 08/24/2025 |
| SW ENG - REVIEW 20 | ¤20.00 | 04/09/2024 |
| SW ENG RES REVIEW 200 | ¤200.00 | 04/09/2024 |
| SEWER INSPECTION | ¤25.00 | 04/09/2024 |
| SEWER CAPITAL FACILITY | ¤5,441.03 | 04/09/2024 |
| WATER CAPITAL FACILITY FEE | ¤3,994.51 | 04/09/2024 |
| SITE PLAN 30 | ¤30.00 | 04/09/2024 |
| WATER- TURN ON | ¤25.00 | 04/09/2024 |
| ADJUSTMENT 50% | (¤999.87) | 04/09/2024 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 04/09/2024 |
| INSPECTION - RESIDENTIAL | ¤1,534.50 | 04/09/2024 |
| PLAN REVIEW - RESIDENTIAL | ¤435.24 | 04/09/2024 |
| CONNECTION FEES | ¤1,187.26 | 04/09/2024 |
| FC IMPACT FEE EMS | ¤62.00 | 04/09/2024 |
| IMPACT FEE FIRE | ¤428.09 | 04/09/2024 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 04/09/2024 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 04/09/2024 |
| IMPACT FEE PARKS | ¤1,800.99 | 04/09/2024 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 04/09/2024 |
| IMPACT FEE TRANSPORTATION | ¤1,862.00 | 04/09/2024 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 04/09/2024 |
| SURCHARGE FS 533.721 | ¤10.00 | 04/09/2024 |
| SURCHARGE - FS 468.631 | ¤15.00 | 04/09/2024 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 04/09/2024 |
| SW ENG INSPECTION 80 | ¤80.00 | 04/09/2024 |
| SW ENG PRE APRON | ¤30.00 | 04/09/2024 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤22,364.25 |