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Permit #2024060107
Permit Details
Status: COED
| Parcel Id: 07-11-31-7032-00680-0230 |
| CONDITIONED SPACE: 1800 sqft |
| GARAGE: 410 sqft |
| OPENED PORCH (WITH ROOF) : 36 sqft |
| Total Square Footage: 2246 sqft |
| Block: 00680 |
| Subdivision: - |
| Job Phone: 689-250-2429 |
| Location Address: 13 ROXBORO DR |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 06/28/2024 |
| NOC: RECORDED |
| Applicant name: RYAN M COURECH |
| Owner: A AND R-MERIDIAN REAL ESTATE DEVELOPMENT LLC |
|
Address 13 ROXBORO DRIVE PALM COAST, FL 32164 |
| Lot: 0230 |
| Contracted Stated Job Value: ¤208,000.00 |
| Job Description: SINGLE FAMILY DWELLING |
| Type: CN |
| Original Permit #: 2024010999 |
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 |
GARY LEO STEWART SR
| Status | Location Address | State License Number | Phone |
| INACTIVE |
2525 VISTA PARK DR DELAND, FL 32724 |
CCC1332705 (Exp: 08/31/2026) | 386-748-8433 |
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 |
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 |
| BLD - BUILDING FINAL | 05/27/2025 | APPROVED | CVANSTRAHLEN |
| Note: | |||
| BLD - BUILDING FINAL | 05/23/2025 | Disapproved -FEE REQUIRED | CVANSTRAHLEN |
| Note: Please fix items before next inspection #1- master bahtroom right fauced , hot water not running #2- not have water and presure on cool and hot water lines #3- Not hot water | |||
| ROW - FINAL APRON (AFTER POUR) | 05/22/2025 | APPROVED | FSLADISH |
| Note: 5/22/25 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- FINAL SURVEY/GRADING CERTIFICATION | 05/22/2025 | APPROVED | FSLADISH |
| ROW FIELD SURVEY /GRADING CERTIFICATION | 05/22/2025 | APPROVED | FSLADISH |
| Note: 5/22/25 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 | 05/22/2025 | APPROVED | FSLADISH |
| Note: 5/22/25 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. | |||
| ELECTRIC - EARLY POWER | 04/30/2025 | APPROVED - AS NOTED | KSANDOE |
| Note: Expansion tank must be supported FBC-P606.5.2 | |||
| ROW- PRE-APRON (PRE-POUR) | 04/25/2025 | APPROVED - AS NOTED | TPOLACEK |
| Note: 04/25/25 TPOLACEK*** BUILDER MUST REMOVE ALL DEBRIS AND CONCRETE CHUNKS FROM DRIVEWAY BEFORE POURING. APPROVING AS NOTED. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS MAKE SURE TO USE 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. CONTRACTORS WILL BE NOTIFIED WHEN TICKETS WILL BE REQUIRED WITH AN EMAIL BLAST.THE FOLLOWING IS CURRENTLY FOR INFORMATION ONLY: TICKET OF CONCRETE MIX DESIGN SHALL BE UPLOADED INTO PERMIT PORTAL. 8.a. IF FIBERGLASS OPTION IS USED, DOCUMENTATION OF THE ( FRC) CONTAINING THE FIBERGLASS MUST BE ATTACHED TO THE PERMIT PRIOR TO REQUESTING AN AFTER-POUR INSPECTION. 8.b. IF MESH OPTION IS USED, IT SHALL BE IN PLACE AT THE TIME OF THE PRE-POUR. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 4/23/2025 - PREVIOUS INSPECTION NOTES 04/23/25 TPOLACEK*** THERE IS STILL NOT THE REQUIRED 4" OF CONCRETE TROUGHOUT POUR AREA * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E "10. DRIVEWAY CONCRETE THICKNESS OUTSIDE THE ROW MUST BE A MINIMUM OF 4"".Sec 300.E" +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 4/22/2025 - PREVIOUS INSPECTION NOTES 04/22/25 TPOLACEK**** ALL FORM BOARDS MUST BE EXTENDED TO GROUND OR BACKFILLED TO PREVENT OVERPOUR, THERE MUST BE 4" THROUGHOUT ENTIRE SECTION BEYOND THE ROW, THERE MUST BE A MINIMUM OF 2" OF CONCRETE OVER THE MITER OPEN END. * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E 9. A MINIMUM OF 2" CONCRETE IS REQUIRED OVER ANY EXPOSED AREAS OF THE PIPE MITERED END SECTION. SEE SECTION A-A.Sec 300.E * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E "10. DRIVEWAY CONCRETE THICKNESS OUTSIDE THE ROW MUST BE A MINIMUM OF 4"".Sec 300.E" * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E 14. CONCRETE EXTENDING BEYOND THE FORMBOARDS, INTO THE SWALE, MUST BE REMOVED.Sec 300.E NOT READY FOR INSPECTION/REINSPECTIONS FEES. Sec. 900.09 F V-67 Sec. 900.09-F Permittee shall be charged an additional fee for each re-inspection required should permittee call for an inspection and NOT be prepared for the requested inspection. 4/17/2025 - PREVIOUS INSPECTION NOTES 04/17/25 TPOLACEK*** BM NAIL IN DISC HAS BEEN SCRAPED OUT AND WAS SITTING IN ADJOING PROPERTIES FRONT LAWN. PLEASE REESTABLISH BM OR HAVE SWALE PLAN RECREATED WITH BM IN POWER POLE/ MANHOLE IN FRONT ROAD. Finished Floor Elevations (FFE): Section 300.01 B(9) V-15 "9) An on-site, easily identifiable benchmark referenced to NAVD 1988 (e.g., fire hydrant, nail in power pole [1 nail per power pole], and manhole covers). Pavement nails will be accepted if the above locations are not available on site. (The benchmark must be maintained throughout the construction cycle and will be used in the swale plan and Final Survey). NAVD 1988 data sheets are available http://www.ngs.noaa.gov" | |||
| ROW- PRE-APRON (PRE-POUR) | 04/23/2025 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 04/23/25 TPOLACEK*** THERE IS STILL NOT THE REQUIRED 4" OF CONCRETE TROUGHOUT POUR AREA * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E "10. DRIVEWAY CONCRETE THICKNESS OUTSIDE THE ROW MUST BE A MINIMUM OF 4"".Sec 300.E" +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 4/22/2025 - PREVIOUS INSPECTION NOTES 04/22/25 TPOLACEK**** ALL FORM BOARDS MUST BE EXTENDED TO GROUND OR BACKFILLED TO PREVENT OVERPOUR, THERE MUST BE 4" THROUGHOUT ENTIRE SECTION BEYOND THE ROW, THERE MUST BE A MINIMUM OF 2" OF CONCRETE OVER THE MITER OPEN END. * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E 9. A MINIMUM OF 2" CONCRETE IS REQUIRED OVER ANY EXPOSED AREAS OF THE PIPE MITERED END SECTION. SEE SECTION A-A.Sec 300.E * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E "10. DRIVEWAY CONCRETE THICKNESS OUTSIDE THE ROW MUST BE A MINIMUM OF 4"".Sec 300.E" * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E 14. CONCRETE EXTENDING BEYOND THE FORMBOARDS, INTO THE SWALE, MUST BE REMOVED.Sec 300.E NOT READY FOR INSPECTION/REINSPECTIONS FEES. Sec. 900.09 F V-67 Sec. 900.09-F Permittee shall be charged an additional fee for each re-inspection required should permittee call for an inspection and NOT be prepared for the requested inspection. 4/17/2025 - PREVIOUS INSPECTION NOTES 04/17/25 TPOLACEK*** BM NAIL IN DISC HAS BEEN SCRAPED OUT AND WAS SITTING IN ADJOING PROPERTIES FRONT LAWN. PLEASE REESTABLISH BM OR HAVE SWALE PLAN RECREATED WITH BM IN POWER POLE/ MANHOLE IN FRONT ROAD. Finished Floor Elevations (FFE): Section 300.01 B(9) V-15 "9) An on-site, easily identifiable benchmark referenced to NAVD 1988 (e.g., fire hydrant, nail in power pole [1 nail per power pole], and manhole covers). Pavement nails will be accepted if the above locations are not available on site. (The benchmark must be maintained throughout the construction cycle and will be used in the swale plan and Final Survey). NAVD 1988 data sheets are available http://www.ngs.noaa.gov" | |||
| ROW- PRE-APRON (PRE-POUR) | 04/22/2025 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 04/22/25 TPOLACEK**** ALL FORM BOARDS MUST BE EXTENDED TO GROUND OR BACKFILLED TO PREVENT OVERPOUR, THERE MUST BE 4" THROUGHOUT ENTIRE SECTION BEYOND THE ROW, THERE MUST BE A MINIMUM OF 2" OF CONCRETE OVER THE MITER OPEN END. * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E 9. A MINIMUM OF 2" CONCRETE IS REQUIRED OVER ANY EXPOSED AREAS OF THE PIPE MITERED END SECTION. SEE SECTION A-A.Sec 300.E * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E "10. DRIVEWAY CONCRETE THICKNESS OUTSIDE THE ROW MUST BE A MINIMUM OF 4"".Sec 300.E" * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL. DRAWING 300. E 14. CONCRETE EXTENDING BEYOND THE FORMBOARDS, INTO THE SWALE, MUST BE REMOVED.Sec 300.E NOT READY FOR INSPECTION/REINSPECTIONS FEES. Sec. 900.09 F V-67 Sec. 900.09-F Permittee shall be charged an additional fee for each re-inspection required should permittee call for an inspection and NOT be prepared for the requested inspection. 4/17/2025 - PREVIOUS INSPECTION NOTES 04/17/25 TPOLACEK*** BM NAIL IN DISC HAS BEEN SCRAPED OUT AND WAS SITTING IN ADJOING PROPERTIES FRONT LAWN. PLEASE REESTABLISH BM OR HAVE SWALE PLAN RECREATED WITH BM IN POWER POLE/ MANHOLE IN FRONT ROAD. Finished Floor Elevations (FFE): Section 300.01 B(9) V-15 "9) An on-site, easily identifiable benchmark referenced to NAVD 1988 (e.g., fire hydrant, nail in power pole [1 nail per power pole], and manhole covers). Pavement nails will be accepted if the above locations are not available on site. (The benchmark must be maintained throughout the construction cycle and will be used in the swale plan and Final Survey). NAVD 1988 data sheets are available http://www.ngs.noaa.gov" | |||
| ROW- PRE-APRON (PRE-POUR) | 04/17/2025 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 04/17/25 TPOLACEK*** BM NAIL IN DISC HAS BEEN SCRAPED OUT AND WAS SITTING IN ADJOING PROPERTIES FRONT LAWN. PLEASE REESTABLISH BM OR HAVE SWALE PLAN RECREATED WITH BM IN POWER POLE/ MANHOLE IN FRONT ROAD. Finished Floor Elevations (FFE): Section 300.01 B(9) V-15 "9) An on-site, easily identifiable benchmark referenced to NAVD 1988 (e.g., fire hydrant, nail in power pole [1 nail per power pole], and manhole covers). Pavement nails will be accepted if the above locations are not available on site. (The benchmark must be maintained throughout the construction cycle and will be used in the swale plan and Final Survey). NAVD 1988 data sheets are available http://www.ngs.noaa.gov" | |||
| U-CROSS CONNECTION | 03/05/2025 | APPROVED - AS NOTED | LFITZGERALD |
| Note: no irrigatiin-no cross connection | |||
| U - SEWER TIE IN | 03/05/2025 | APPROVED - AS NOTED | MGIBSON |
| Note: Inspector Notes from Inspection 2060 WATER SERVICE NOT RAN YET THIS WAS A VIRTUAL INSPECTION | |||
| GRAVITY SEWER TEST | 03/05/2025 | APPROVED - AS NOTED | MGIBSON |
| Note: Inspector Notes from Inspection 2060 WATER SERVICE NOT RAN YET THIS WAS A VIRTUAL INSPECTION | |||
| INSULATION | 02/28/2025 | APPROVED | CVANSTRAHLEN |
| ALL ROUGH | 02/24/2025 | APPROVED | CVANSTRAHLEN |
| Note: | |||
| ALL ROUGH | 02/21/2025 | CANCELLED BY APPLICANT | WEB |
| Note: 2/18/2025 - PREVIOUS INSPECTION NOTES #1- FBCR M1308.2 & FBCR M1502.5-NEEDS NAIL GUARD - PROPER SIZE AND THICKNESS . Laundry room 2x6 plate , seal roof penetration #2-need new FL Approval sheet . FL Approval sheet do not match number on windows label , slidding door missing FL approbal Label with number #3-FBCR P2605.1-PIPE SUPPORT ( PVC air vent pipes on laundry room , owners bathroom and share bathroom need support ) 1/29/25 1. Dumpster is on site but site needs to be cleaned up of garbage and construction debris by next inspection or failure will occur FBC 3302.2 | |||
| ALL ROUGH | 02/18/2025 | Disapproved -FEE REQUIRED | CVANSTRAHLEN |
| Note: #1- FBCR M1308.2 & FBCR M1502.5-NEEDS NAIL GUARD - PROPER SIZE AND THICKNESS . Laundry room 2x6 plate , seal roof penetration #2-need new FL Approval sheet . FL Approval sheet do not match number on windows label , slidding door missing FL approbal Label with number #3-FBCR P2605.1-PIPE SUPPORT ( PVC air vent pipes on laundry room , owners bathroom and share bathroom need support ) 1/29/25 1. Dumpster is on site but site needs to be cleaned up of garbage and construction debris by next inspection or failure will occur FBC 3302.2 | |||
| LATH/BRICK/ WATER BARRIER | 02/18/2025 | APPROVED | CVANSTRAHLEN |
| ALL ROUGH | 02/14/2025 | Disapproved -FEE REQUIRED | CVANSTRAHLEN |
| Note: #1- FL Approval sheet do not match number on windows label , slidding door missing FL approbal Label with number #2-FBCR P2605.1-PIPE SUPPORT ( PVC air vent pipes on laundry room , owners bathroom and share bathroom need support ) #3-FBCR P2503.7-NEEDS WATER TEST ON DWV - 5 FT HEAD PRESSURE ABOVE HIGHEST FIXTURE - FILL TUB TO OVERFLOW , tub water is 5" below over flow , 5' head test need water ) #4-M1502.4.1 Exaust ducts shall have a smooth interior finish and be constructed of metal having a minimum thickness of 0.0157 inc 28 gauge the duct shall be 4" 102 mm nominal diameter ( need to be seal at ceiling and have 2 points od security at box fan ( please replaces bathroom duct with adecuated material ) Inspector Notes from Inspection 2467 1/29/25 1. Dumpster is on site but site needs to be cleaned up of garbage and construction debris by next inspection or failure will occur FBC 3302.2 | |||
| ROOF VALLEY & METAL | 01/29/2025 | APPROVED - AS NOTED | MCONTRYMAN |
| Note: 1/29/25 1. Dumpster is on site but site needs to be cleaned up of garbage and construction debris by next inspection or failure will occur FBC 3302.2 | |||
| WALL SHEATHING | 01/21/2025 | APPROVED | CVANSTRAHLEN |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 01/21/2025 | APPROVED | CVANSTRAHLEN |
| TIE BEAM / LINTEL | 01/09/2025 | APPROVED | CVANSTRAHLEN |
| FOUND SURVEY APPROVED (OFFICE) | 12/19/2024 | APPROVED | LSALYERDS |
| MONOLITHIC SLAB | 11/22/2024 | APPROVED | CVANSTRAHLEN |
| PLUMBING 1ST ROUGH UNDERGROUND | 11/18/2024 | APPROVED - AS NOTED | MGIBSON |
| Note: WATER SERVICE NOT RAN YET | |||
| GEOTECHNICAL REPORT APPROVAL (OFFICE USE) | 11/13/2024 | APPROVED | CPISCITELLI |
| WATER METER INSTALLATION REQUEST | 11/07/2024 | APPROVED | CBOWERMASTER |
| Note: 9/23/2024 7:13:59 AM- PREVIOUS INSPECTION NOTES not clear wooded lot | |||
| WATER METER INSTALLATION REQUEST | 09/20/2024 | Disapproved -FEE REQUIRED | CBOWERMASTER |
| Note: not clear wooded lot |
Review History
| Department | Status | Date In | Date Out |
| MECH | COMPLETE | 05/16/2025 | 05/20/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| MECH | HOLD | 05/14/2025 | 05/16/2025 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM File needs to be named heatload and drop down menu heatload | |||
| MECH | COMPLETE | 12/20/2024 | 12/23/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 12/18/2024 | 12/19/2024 |
| Note: Released By: LEVI SALYERDS - - LSALYERDS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 12/18/2024 | 12/18/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 12/05/2024 | 12/10/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 12/05/2024 | 12/09/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 11/05/2024 | 11/13/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 09/18/2024 | 09/19/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 08/26/2024 | 09/03/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BADMIN | INFORMATION | 08/08/2024 | 08/08/2024 |
| Note: Marked INFORMATION By: BARBIE BEMBRY - (386)986-3780 - BUILDINGDIVISION@PALMCOASTGOV.COM We do not need the 'intent' to spray, only the final certificate is to be submitted to the office once completed. | |||
| MECH | COMPLETE | 06/18/2024 | 06/24/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM 2. Provide duct Layout (Second Request) | |||
| SW1 | COMPLETE | 06/12/2024 | 06/14/2024 |
| Note: Released By: JOHN HOWARD - - JHOWARD@PALMCOASTGOV.COM Held By: JOHN HOWARD - - JHOWARD@PALMCOASTGOV.COM Please provide additional flow arrows in the rear and front of the lot to further identify drainage intent | |||
| ZON | COMPLETE | 06/12/2024 | 06/13/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Held By: LIBBY RAYBURN - - LRAYBURN@PALMCOASTGOV.COM site plan needs to indicate the witdh of the driveway | |||
| MECH | HOLD | 06/12/2024 | 06/17/2024 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM 2. Provide duct Layout (Second Request) | |||
| LOCATE | COMPLETE | 06/04/2024 | 06/05/2024 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 06/04/2024 | 06/04/2024 |
| Note: Held By: JOHN HOWARD - - JHOWARD@PALMCOASTGOV.COM Please provide additional flow arrows in the rear and front of the lot to further identify drainage intent | |||
| ZON | HOLD | 06/04/2024 | 06/05/2024 |
| Note: Held By: LIBBY RAYBURN - - LRAYBURN@PALMCOASTGOV.COM site plan needs to indicate the witdh of the driveway | |||
| MECH | HOLD | 06/04/2024 | 06/10/2024 |
| 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 duct Layout | |||
| BADMIN | COMPLETE | 06/04/2024 | 06/10/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| CUSVC | COMPLETE | 06/04/2024 | 06/05/2024 |
| Note: Released By: CYNTHIA SCHWEERS - - CSCHWEERS@PALMCOASSTGOV.COM | |||
| ENGIN1 | COMPLETE | 06/04/2024 | 06/04/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 06/04/2024 | 09/24/2024 |
| Note: Released By: JOHN HOWARD - - JHOWARD@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 | 05/27/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 05/23/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 05/23/2025 |
| SW ENG REINSPECTION 30 | ¤30.00 | 05/23/2025 |
| SW ENG REINSPECTION 30 | ¤30.00 | 05/23/2025 |
| SW ENG REINSPECTION 30 | ¤30.00 | 05/23/2025 |
| PLAN REVIEW - REVISION | ¤32.50 | 05/23/2025 |
| REINSPECTION FEE | ¤40.00 | 12/19/2024 |
| SURCHARGE FS 533.721 | ¤3.43 | 06/28/2024 |
| SURCHARGE - FS 468.631 | ¤5.14 | 06/28/2024 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 06/28/2024 |
| SW ENG INSPECTION 80 | ¤80.00 | 06/28/2024 |
| SW ENG PRE APRON | ¤30.00 | 06/28/2024 |
| WATER- TURN ON | ¤25.00 | 06/28/2024 |
| ADJUSTMENT 50% | (¤342.60) | 06/28/2024 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 06/28/2024 |
| INSPECTION - RESIDENTIAL | ¤572.00 | 06/28/2024 |
| PLAN REVIEW - APPROVED MASTER | ¤83.20 | 06/28/2024 |
| CONNECTION FEES | ¤1,187.26 | 06/28/2024 |
| FC IMPACT FEE EMS | ¤62.00 | 06/28/2024 |
| IMPACT FEE FIRE | ¤428.09 | 06/28/2024 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 06/28/2024 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 06/28/2024 |
| IMPACT FEE PARKS | ¤1,800.99 | 06/28/2024 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 06/28/2024 |
| IMPACT FEE TRANSPORTATION | ¤1,862.00 | 06/28/2024 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 06/28/2024 |
| SW ENG - REVIEW 20 | ¤20.00 | 06/28/2024 |
| SW ENG RES REVIEW 200 | ¤200.00 | 06/28/2024 |
| SEWER CREDIT | (¤1,146.31) | 06/28/2024 |
| SEWER INSPECTION | ¤25.00 | 06/28/2024 |
| SEWER CAPITAL FACILITY | ¤6,120.52 | 06/28/2024 |
| WATER CAPITAL FACILITY FEE | ¤4,351.14 | 06/28/2024 |
| SITE PLAN 30 | ¤30.00 | 06/28/2024 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤21,690.36 |