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Permit #2024040247
Permit Details
Status: COED
| Parcel Id: 07-11-31-7009-00210-0600 |
| CONDITIONED SPACE: 1800 sqft |
| GARAGE: 410 sqft |
| OPENED PORCH (WITH ROOF) : 36 sqft |
| PATIO/DECK (NO ROOF) : 100 sqft |
| Total Square Footage: 2346 sqft |
| Block: 00210 |
| Subdivision: 7009 - |
| Job Phone: 689-250-2429 |
| Location Address: 25 FAIRCASTLE LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 05/03/2024 |
| NOC: RECORDED |
| Applicant name: RYAN M COURECH |
| Owner: A AND R-MERIDIAN REAL ESTATE DEVELOPMENT LLC |
|
Address 688 N ORLANDO AVENUE MAITLAND, FL 32751 |
|
Address SUITE 207 MAITLAND, FL 32751 |
| Lot: 0600 |
| Contracted Stated Job Value: ¤180,000.00 |
| Job Description: SINGLE FAMILY DWELLing |
| Type: CN |
| Original Permit #: 2023100344 |
Contractor
MCH CONSTRUCTION LLC
| Status | Location Address | State License Number | Phone |
| INACTIVE |
668 N ORLANDO AVE, STE 207 MAITLAND, FL 32751 |
CBC1262898 (Exp: 08/31/2026) | 407-602-8257 |
Sub Contractors
DUSTIN ARCHER
| Status | Location Address | State License Number | Phone |
| ACTIVE |
2785 WRIGHTS ROAD SUITE 1133 OVIEDO, FL 32765 |
CMC1251099 (Exp: 08/31/2026) | 407-391-1145 |
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 |
DANA SUE COOLEY
| Status | Location Address | State License Number | Phone |
| INACTIVE |
PO BOX 1718 FLAGLER BEACH, FL 32136 |
CCC1333449 (Exp: 08/31/2026) | 904-535-1680 |
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 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW - FINAL APRON (AFTER POUR) | 05/16/2025 | 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 - FINAL APRON (AFTER POUR) | 05/12/2025 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 05/12/25 AS NOTED IN PREVIOUS FIELD SURVEY INSPECTION BUILDER IS REQUIRED TO DO THE HOT ASPHALT ROAD REPAIR ALONG THE APRON OF DRIVEWAY. ** DRAWING 300.G-13- ALL ROADWAY DAMAGE REPAIRS SHALL BE PERFORMED WITH " HOT MIX" ASPHALT. " PATCHES ARE TO BE A MINIMUM OF 12" WIDE. ( ** COLD PATCH" AND CONCRETE WILL NOT BE ACCEPTED ** ). ____________________________________________________________________________________________________________________ 5/8/2025 - PREVIOUS INSPECTION NOTES ** 05/08/25 AS NOTED IN PREVIOUS FIELD SURVEY INSPECTION BUILDER IS REQUIRED TO DO THE HOT ASPHALT ROAD REPAIR ALONG THE APRON OF DRIVEWAY. ** DRAWING 300.G-13- ALL ROADWAY DAMAGE REPAIRS SHALL BE PERFORMED WITH " HOT MIX" ASPHALT. " PATCHES ARE TO BE A MINIMUM OF 12" WIDE. ( ** COLD PATCH" AND CONCRETE WILL NOT BE ACCEPTED ** ). Inspector Notes from Inspection 9465 05/02/25 TPOLACEK*** INSPECTORS NOTE** DUE TO RESURFACING OF ROADWAY BUILDER WILL STILL BE REUIRED TO PERFORM HOT PATCH REPAIR EDGE OF DRIVEWAY. UPON WALKING PROPERTY DRAINAGE WILL WORK AS INDICATED ON FINAL SURVEY. 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 | |||
| BLD - BUILDING FINAL | 05/09/2025 | FINAL APPROVED | HCAMACHO |
| ROW - STORMWATER FINAL | 05/08/2025 | 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 - FINAL APRON (AFTER POUR) | 05/08/2025 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 05/08/25 AS NOTED IN PREVIOUS FIELD SURVEY INSPECTION BUILDER IS REQUIRED TO DO THE HOT ASPHALT ROAD REPAIR ALONG THE APRON OF DRIVEWAY. ** DRAWING 300.G-13- ALL ROADWAY DAMAGE REPAIRS SHALL BE PERFORMED WITH " HOT MIX" ASPHALT. " PATCHES ARE TO BE A MINIMUM OF 12" WIDE. ( ** COLD PATCH" AND CONCRETE WILL NOT BE ACCEPTED ** ). Inspector Notes from Inspection 9465 05/02/25 TPOLACEK*** INSPECTORS NOTE** DUE TO RESURFACING OF ROADWAY BUILDER WILL STILL BE REUIRED TO PERFORM HOT PATCH REPAIR EDGE OF DRIVEWAY. UPON WALKING PROPERTY DRAINAGE WILL WORK AS INDICATED ON FINAL SURVEY. 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 | |||
| BLD - BUILDING FINAL | 05/05/2025 | Disapproved - NO FEE | HCAMACHO |
| Note: 1. Water heater needs service disconnect.NEC 422.31 2. Shutoff Water valve in the water heater is off, therefore theres's no hot water in the bathrooms or kitchen. 3. Dishwasher valve needs Hammer arrester.FBCR P2903.5 4.A/C equipment on Energy Calcs does not match what is installed, please revise and submitt to building derpartment. FBC [A] 107.4 | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 05/02/2025 | APPROVED | TPOLACEK |
| Note: 4/10/25=WHEN FACING THE HOUSE, WATER WILL FLOW INTO THE CITY DITCH ON THE LEFT SIDE PER GBERTOLA | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 05/02/2025 | APPROVED - AS NOTED | TPOLACEK |
| Note: 05/02/25 TPOLACEK*** INSPECTORS NOTE** DUE TO RESURFACING OF ROADWAY BUILDER WILL STILL BE REUIRED TO PERFORM HOT PATCH REPAIR EDGE OF DRIVEWAY. UPON WALKING PROPERTY DRAINAGE WILL WORK AS INDICATED ON FINAL SURVEY. 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- PROJECT STATUS | 04/10/2025 | APPROVED - AS NOTED | GBERTOLA |
| Note: WATER WILL FLOW INTO THE DITCH LINE ON THE LEFT SIDE OF THE HOUSE BUT IS NOT GOING TO REACH THE FRONT SWALE.PER GBERTOLA ** 04/03/25 CORRECTIONS MADE READY TO POUR ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility 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. **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL _____________________________________________________________________________________________________________________ 4/2/2025 - PREVIOUS INSPECTION NOTES AS STATED IN LAST INSPECTION FROM YESTERDAY THERE ARE STILL SOFT AREAS IN THE POURING AREA AND YOU NEED TO HAVE THE MINIMUM OF CONCRETE IN THE POURING AREA. DRAWING #300 G (3) SOIL SUBGRADE TO BE COMPACTED TO 95% PROCTOR DENSITY (PER ASTM D 1557) DRIVEWAY CONCRETE THICKNESS OUTSIDE THE ROW MUST BE A MINIMUM OF 4".Sec 300.E ------------------------------------------------------------------------- 4/1/2025 - PREVIOUS INSPECTION NOTES ** 04/01/25 THE NEEDS TO BE A MINIMUM OF 4 INCHES OF CONCRETE IN THE DRIVEWAY AREA ABOVE THE RIGHT OF WAY (ROW) NOTE STRINGLINES LEFT IN PLACE ** MATERIAL IN (ROW) NEEDS MORE COMPACTION ITS TOO SOFT FOOT SINKS AND PUSHES MATERIAL ** CULVERT PIPE ELEVATION WAS GOOD AT THE TIME OF THIS INSPECTION ** SEE ATTACHED PHOTOS _________________________________________________________________________________________________________________ 3/28/2025 - PREVIOUS INSPECTION NOTES ** 03/28/25 CULVERT PIPE OUT OF TOLERANCE AS NOTED IN PREVIOUS INSPECTION THE CULVERT PIPE IS OUT OF TOLERANCE WITH THE SWALE PLAN DETAIL NEED TO RESET CULVERT SO IT IS WITH IN A .10 FROM THE SWALE PLAN DETAIL. SEE NOTE #1 ON SWALE PLAN DETAIL The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan. . ______________________________________________________________________________________________________________________ 3/26/2025 - PREVIOUS INSPECTION NOTES THE CULVERT PIPE IS OUT OF TOLERANCE WITH THE SWALE PLAN DETAIL NEED TO RESET CULVERT SO IT IS WITH IN A .10 FROM THE SWALE PLAN DETAIL. SEE NOTE #1 ON SWALE PLAN DETAIL The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan. Check the grade | |||
| ROW- PRE-APRON (PRE-POUR) | 04/03/2025 | APPROVED - AS NOTED | EMADISON |
| Note: ** 04/03/25 CORRECTIONS MADE READY TO POUR ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility 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. **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL _____________________________________________________________________________________________________________________ 4/2/2025 - PREVIOUS INSPECTION NOTES AS STATED IN LAST INSPECTION FROM YESTERDAY THERE ARE STILL SOFT AREAS IN THE POURING AREA AND YOU NEED TO HAVE THE MINIMUM OF CONCRETE IN THE POURING AREA. DRAWING #300 G (3) SOIL SUBGRADE TO BE COMPACTED TO 95% PROCTOR DENSITY (PER ASTM D 1557) DRIVEWAY CONCRETE THICKNESS OUTSIDE THE ROW MUST BE A MINIMUM OF 4".Sec 300.E ------------------------------------------------------------------------- 4/1/2025 - PREVIOUS INSPECTION NOTES ** 04/01/25 THE NEEDS TO BE A MINIMUM OF 4 INCHES OF CONCRETE IN THE DRIVEWAY AREA ABOVE THE RIGHT OF WAY (ROW) NOTE STRINGLINES LEFT IN PLACE ** MATERIAL IN (ROW) NEEDS MORE COMPACTION ITS TOO SOFT FOOT SINKS AND PUSHES MATERIAL ** CULVERT PIPE ELEVATION WAS GOOD AT THE TIME OF THIS INSPECTION ** SEE ATTACHED PHOTOS _________________________________________________________________________________________________________________ 3/28/2025 - PREVIOUS INSPECTION NOTES ** 03/28/25 CULVERT PIPE OUT OF TOLERANCE AS NOTED IN PREVIOUS INSPECTION THE CULVERT PIPE IS OUT OF TOLERANCE WITH THE SWALE PLAN DETAIL NEED TO RESET CULVERT SO IT IS WITH IN A .10 FROM THE SWALE PLAN DETAIL. SEE NOTE #1 ON SWALE PLAN DETAIL The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan. . ______________________________________________________________________________________________________________________ 3/26/2025 - PREVIOUS INSPECTION NOTES THE CULVERT PIPE IS OUT OF TOLERANCE WITH THE SWALE PLAN DETAIL NEED TO RESET CULVERT SO IT IS WITH IN A .10 FROM THE SWALE PLAN DETAIL. SEE NOTE #1 ON SWALE PLAN DETAIL The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan. | |||
| ROW- PRE-APRON (PRE-POUR) | 04/02/2025 | Disapproved -FEE REQUIRED | PFLANAGAN |
| Note: AS STATED IN LAST INSPECTION FROM YESTERDAY THERE ARE STILL SOFT AREAS IN THE POURING AREA AND YOU NEED TO HAVE THE MINIMUM OF CONCRETE IN THE POURING AREA. DRAWING #300 G (3) SOIL SUBGRADE TO BE COMPACTED TO 95% PROCTOR DENSITY (PER ASTM D 1557) DRIVEWAY CONCRETE THICKNESS OUTSIDE THE ROW MUST BE A MINIMUM OF 4".Sec 300.E ------------------------------------------------------------------------- 4/1/2025 - PREVIOUS INSPECTION NOTES ** 04/01/25 THE NEEDS TO BE A MINIMUM OF 4 INCHES OF CONCRETE IN THE DRIVEWAY AREA ABOVE THE RIGHT OF WAY (ROW) NOTE STRINGLINES LEFT IN PLACE ** MATERIAL IN (ROW) NEEDS MORE COMPACTION ITS TOO SOFT FOOT SINKS AND PUSHES MATERIAL ** CULVERT PIPE ELEVATION WAS GOOD AT THE TIME OF THIS INSPECTION ** SEE ATTACHED PHOTOS _________________________________________________________________________________________________________________ 3/28/2025 - PREVIOUS INSPECTION NOTES ** 03/28/25 CULVERT PIPE OUT OF TOLERANCE AS NOTED IN PREVIOUS INSPECTION THE CULVERT PIPE IS OUT OF TOLERANCE WITH THE SWALE PLAN DETAIL NEED TO RESET CULVERT SO IT IS WITH IN A .10 FROM THE SWALE PLAN DETAIL. SEE NOTE #1 ON SWALE PLAN DETAIL The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan. . ______________________________________________________________________________________________________________________ 3/26/2025 - PREVIOUS INSPECTION NOTES THE CULVERT PIPE IS OUT OF TOLERANCE WITH THE SWALE PLAN DETAIL NEED TO RESET CULVERT SO IT IS WITH IN A .10 FROM THE SWALE PLAN DETAIL. SEE NOTE #1 ON SWALE PLAN DETAIL The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan. | |||
| ROW- PRE-APRON (PRE-POUR) | 04/01/2025 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 04/01/25 THE NEEDS TO BE A MINIMUM OF 4 INCHES OF CONCRETE IN THE DRIVEWAY AREA ABOVE THE RIGHT OF WAY (ROW) NOTE STRINGLINES LEFT IN PLACE ** MATERIAL IN (ROW) NEEDS MORE COMPACTION ITS TOO SOFT FOOT SINKS AND PUSHES MATERIAL ** CULVERT PIPE ELEVATION WAS GOOD AT THE TIME OF THIS INSPECTION ** SEE ATTACHED PHOTOS _________________________________________________________________________________________________________________ 3/28/2025 - PREVIOUS INSPECTION NOTES ** 03/28/25 CULVERT PIPE OUT OF TOLERANCE AS NOTED IN PREVIOUS INSPECTION THE CULVERT PIPE IS OUT OF TOLERANCE WITH THE SWALE PLAN DETAIL NEED TO RESET CULVERT SO IT IS WITH IN A .10 FROM THE SWALE PLAN DETAIL. SEE NOTE #1 ON SWALE PLAN DETAIL The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan. . ______________________________________________________________________________________________________________________ 3/26/2025 - PREVIOUS INSPECTION NOTES THE CULVERT PIPE IS OUT OF TOLERANCE WITH THE SWALE PLAN DETAIL NEED TO RESET CULVERT SO IT IS WITH IN A .10 FROM THE SWALE PLAN DETAIL. SEE NOTE #1 ON SWALE PLAN DETAIL The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan. | |||
| ROW- PRE-APRON (PRE-POUR) | 03/27/2025 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 03/28/25 CULVERT PIPE OUT OF TOLERANCE AS NOTED IN PREVIOUS INSPECTION THE CULVERT PIPE IS OUT OF TOLERANCE WITH THE SWALE PLAN DETAIL NEED TO RESET CULVERT SO IT IS WITH IN A .10 FROM THE SWALE PLAN DETAIL. SEE NOTE #1 ON SWALE PLAN DETAIL The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan. . ______________________________________________________________________________________________________________________ 3/26/2025 - PREVIOUS INSPECTION NOTES THE CULVERT PIPE IS OUT OF TOLERANCE WITH THE SWALE PLAN DETAIL NEED TO RESET CULVERT SO IT IS WITH IN A .10 FROM THE SWALE PLAN DETAIL. SEE NOTE #1 ON SWALE PLAN DETAIL The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan. | |||
| ROW- PRE-APRON (PRE-POUR) | 03/26/2025 | Disapproved -FEE REQUIRED | PFLANAGAN |
| Note: THE CULVERT PIPE IS OUT OF TOLERANCE WITH THE SWALE PLAN DETAIL NEED TO RESET CULVERT SO IT IS WITH IN A .10 FROM THE SWALE PLAN DETAIL. SEE NOTE #1 ON SWALE PLAN DETAIL The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan. | |||
| ELECTRIC - EARLY POWER | 03/24/2025 | APPROVED | HCAMACHO |
| GRAVITY SEWER TEST | 03/03/2025 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| U-CROSS CONNECTION | 03/03/2025 | APPROVED - AS NOTED | LFITZGERALD |
| Note: no irrigation-no cross connection | |||
| U - SEWER TIE IN | 03/03/2025 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| LATH/BRICK/ WATER BARRIER | 01/24/2025 | APPROVED | HCAMACHO |
| Note: | |||
| INSULATION | 01/24/2025 | APPROVED | HCAMACHO |
| Note: | |||
| ALL ROUGH | 01/13/2025 | APPROVED - AS NOTED | HCAMACHO |
| Note: 1. No water pressure.FBCR P2503.5 2. Windows and doors do not match Product Approval Sheet.FBC [A]107.4 3. Front door has more then 1/4" gap on top and the screws installed are too small. FBCR 609.1 * Revise Product Approval Sheet to match what is installed* | |||
| ROOF VALLEY & METAL | 12/23/2024 | APPROVED | HCAMACHO |
| Note: Inspector Notes from Inspection 2460 12/5/24 Approved to keep work going 1. Truss CG1 connections on bottom cord not per mitek plan. Highlighted in Mitek. Will check at next inspection Inspector Notes from Inspection 2340 10/22/24 Please clear out swale by next inspection 10/21/2024 - PREVIOUS INSPECTION NOTES | |||
| WALL SHEATHING | 12/05/2024 | APPROVED | MCONTRYMAN |
| Note: Inspector Notes from Inspection 2340 10/22/24 Please clear out swale by next inspection 10/21/2024 - PREVIOUS INSPECTION NOTES | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 12/05/2024 | APPROVED - AS NOTED | MCONTRYMAN |
| Note: 12/5/24 Approved to keep work going 1. Truss CG1 connections on bottom cord not per mitek plan. Highlighted in Mitek. Will check at next inspection Inspector Notes from Inspection 2340 10/22/24 Please clear out swale by next inspection 10/21/2024 - PREVIOUS INSPECTION NOTES | |||
| FOUND SURVEY APPROVED (OFFICE) | 12/04/2024 | APPROVED | JMYERS |
| TIE BEAM / LINTEL | 10/22/2024 | APPROVED - AS NOTED | MCONTRYMAN |
| Note: 10/22/24 Please clear out swale by next inspection 10/21/2024 - PREVIOUS INSPECTION NOTES | |||
| TIE BEAM / LINTEL | 10/21/2024 | CANCELLED BY APPLICANT | HCAMACHO |
| MONOLITHIC SLAB | 09/18/2024 | APPROVED | LMILLER |
| Note: *** NOTES ADDED BY LMILLER 9/18/2024 11:10:47 AM *** prior notes resolved 9/17/2024 - PREVIOUS INSPECTION NOTES 1. Footing have wash outs and areas where rebar to earth is touching FBC R404.1.3.3.7.4 2. Remove all debris and roots from footings FBC R318.6.2 3. No ufer ground NEC 250.52(3) | |||
| MONOLITHIC SLAB | 09/17/2024 | Disapproved - NO FEE | MKRASKI |
| Note: 1. Footing have wash outs and areas where rebar to earth is touching FBC R404.1.3.3.7.4 2. Remove all debris and roots from footings FBC R318.6.2 3. No ufer ground NEC 250.52(3) | |||
| GEOTECHNICAL REPORT APPROVAL (OFFICE USE) | 09/16/2024 | APPROVED | JMUNSON |
| PLUMBING 1ST ROUGH UNDERGROUND | 09/03/2024 | APPROVED | MGIBSON |
| Note: 8/23/2024 - PREVIOUS INSPECTION NOTES FBCR {A} NEED APPROVED PLANS ON SITE FOR INSPECTION | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 08/23/2024 | Disapproved -FEE REQUIRED | MGIBSON |
| Note: FBCR {A} NEED APPROVED PLANS ON SITE FOR INSPECTION | |||
| WATER METER INSTALLATION REQUEST | 07/26/2024 | APPROVED | CBOWERMASTER |
| WILDLIFE CHECK - ENVIRONMENTAL | 04/23/2024 | APPROVED | DRODRIGUEZ |
Review History
| Department | Status | Date In | Date Out |
| MECH | COMPLETE | 05/06/2025 | 05/07/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 12/31/2024 | 01/07/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 12/02/2024 | 12/04/2024 |
| Note: Released By: JORDAN MYERS, C.F.M - (386)986-4789 - JMYERS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 12/02/2024 | 12/02/2024 |
| Note: Released By: LIBBY RAYBURN - - LRAYBURN@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 11/22/2024 | 11/26/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BADMIN | INFORMATION | 11/21/2024 | 11/21/2024 |
| Note: Marked INFORMATION By: SCOTT THOMAS - (386)986-3780 - STHOMAS@PALMCOASTGOV.COM NO ATTACHMENTS UPLOADED | |||
| ENGIN1 | COMPLETE | 11/14/2024 | 11/20/2024 |
| Note: Released By: JORDAN MYERS, C.F.M - (386)986-4789 - JMYERS@PALMCOASTGOV.COM | |||
| ZON | HOLD | 11/14/2024 | 11/14/2024 |
| Note: Held By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM There is a 20' platted easement on the left side that must be correctly depicted on the foundation survey. | |||
| BLD | COMPLETE | 11/05/2024 | 11/13/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| MECH | HOLD | 11/05/2024 | 11/12/2024 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM This is a master permit. Provide only heatload if that is what is changing otherwise if you want to change energy calcs it has to be on the master permit | |||
| BLD | COMPLETE | 09/13/2024 | 09/16/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 09/13/2024 | 09/13/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 06/13/2024 | 06/17/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 04/17/2024 | 04/17/2024 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 04/17/2024 | 04/19/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 04/17/2024 | 04/25/2024 |
| Note: Released By: SINA VEDADI MOGHADAM - (386)986-2569 - SVEDADIMOGHADAM@PALMCOASTGOV.COM | |||
| PLENV | COMPLETE | 04/17/2024 | 04/23/2024 |
| Note: Released By: DYLAN RODRIGUEZ - - DRODRIGUEZ@PALMCOASTGOV.COM Staff conducted a site visit on 04/22/24 and found no Gopher Tortoise or their burrows. Staff suggests placing silt fence as soon as possible to prevent tortoise from moving into the lot. If any gopher tortoises are located in the future further coordination may be necessary. | |||
| SWALE | COMPLETE | 04/04/2024 | 07/02/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| BADMIN | COMPLETE | 04/03/2024 | 04/10/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| CUSVC | COMPLETE | 04/03/2024 | 04/05/2024 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 04/03/2024 | 04/04/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| LOCATE | COMPLETE | 04/03/2024 | 04/09/2024 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | HOLD | 04/03/2024 | 04/08/2024 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM 1. Direction house faces on Heatload does not match the site plan. Revise to match per R403.7 FBC Energy Conservation 2023 8Th Edition 2. Provide heatload only. Remove energy calc and duct layout from file | |||
| SW1 | COMPLETE | 04/03/2024 | 04/04/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | HOLD | 04/03/2024 | 04/04/2024 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Survey / site plan Needs to show the 20' Utility Easement on the property. You have it listed as 5' Provide the width of the driveway. Provide the front setbacks from house to property line not the easement line. Landscape: Trees: One tree for every 2500 square ft. All calculations are rounded to the nearest whole number. This property requires 5 Trees. Color Sheet: please provide the manufacturer of the paint. Elevation:Elevation plan: Provide one more for of articulation. Facade articulation is required to add interest to a building. The following features shall be acceptable techniques of exterior articulation. A base course or plinth course: Banding, molding, or stringcourses; quoins; oriels; cornices; arches; balconies; brackets; shutters; keystones; dormers; louvers; as part of the exterior wall construction |
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 | 05/16/2025 |
| SW ENG REINSPECTION 20 | ¤20.00 | 05/16/2025 |
| SW ENG REINSPECTION 20 | ¤20.00 | 05/16/2025 |
| SW ENG REINSPECTION 30 | ¤30.00 | 05/16/2025 |
| SW ENG REINSPECTION 30 | ¤30.00 | 04/02/2025 |
| SW ENG REINSPECTION 30 | ¤30.00 | 04/02/2025 |
| SW ENG REINSPECTION 30 | ¤30.00 | 04/02/2025 |
| PLAN REVIEW - REVISION | ¤32.50 | 04/02/2025 |
| PLAN REVIEW - REVISION | ¤32.50 | 04/02/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 09/16/2024 |
| CONNECTION FEES | ¤1,187.26 | 05/03/2024 |
| FC IMPACT FEE EMS | ¤62.00 | 05/03/2024 |
| IMPACT FEE FIRE | ¤428.09 | 05/03/2024 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 05/03/2024 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 05/03/2024 |
| IMPACT FEE PARKS | ¤1,800.99 | 05/03/2024 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 05/03/2024 |
| IMPACT FEE TRANSPORTATION | ¤1,862.00 | 05/03/2024 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 05/03/2024 |
| SURCHARGE FS 533.721 | ¤5.41 | 05/03/2024 |
| SURCHARGE - FS 468.631 | ¤8.12 | 05/03/2024 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 05/03/2024 |
| SW ENG INSPECTION 80 | ¤80.00 | 05/03/2024 |
| SW ENG PRE APRON | ¤30.00 | 05/03/2024 |
| WATER- TURN ON | ¤25.00 | 05/03/2024 |
| ADJUSTMENT 50% | (¤541.05) | 05/03/2024 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 05/03/2024 |
| INSPECTION - RESIDENTIAL | ¤918.50 | 05/03/2024 |
| PLAN REVIEW - APPROVED MASTER | ¤133.60 | 05/03/2024 |
| SW ENG - REVIEW 20 | ¤20.00 | 05/03/2024 |
| SW ENG RES REVIEW 200 | ¤200.00 | 05/03/2024 |
| SEWER CREDIT | (¤850.00) | 05/03/2024 |
| SEWER INSPECTION | ¤25.00 | 05/03/2024 |
| SEWER CAPITAL FACILITY | ¤5,441.03 | 05/03/2024 |
| WATER CREDIT | (¤60.00) | 05/03/2024 |
| WATER CAPITAL FACILITY FEE | ¤3,994.51 | 05/03/2024 |
| SITE PLAN 30 | ¤30.00 | 05/03/2024 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤21,108.96 |