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Permit #2024040208
Permit Details
Status: COED
| Parcel Id: 07-11-31-7024-00390-0070 |
| 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: 00390 |
| Subdivision: 7024 - |
| Job Phone: 689-250-2429 |
| Location Address: 131 PRITCHARD DR |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 07/24/2024 |
| 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 207 MAITLAND, FL 32751 |
| Lot: 0070 |
| 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
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 |
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 |
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 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW - FINAL APRON (AFTER POUR) | 05/23/2025 | APPROVED | TPOLACEK |
| Note: PIPE ELEVATION IS GOOD, CUTS ARE MADE, CULVERT CLEAR, HOT PATCH COMPLETE, 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 Inspector Notes from Inspection 9471 05/22/25 TPOLACEK**** APPROVING AS NOYED THAT SAW CUTS WILL BE MADE BEFORE AFTERPOUR IS APPROVED. 5/16/2025 - PREVIOUS INSPECTION NOTES 05/16/25 TPOLACEK*** ROAD EDGE REPAIRS ALONG PROPERTY NEED TO BE COMPETEDTHIS INCLUDES AREA IN CUL D SAC WHERE ASPHALT HAS BEEN BROKEN. 7 REPAIRS SHALL BE PERFORMED WITH "HOT MIX" ASPHALT. " COLD PATCH" AND CONCRETE WILL NOT BE ACCEPTED Drawing 300-E-13 "13. ALL ROADWAY DAMAGE REPAIRS SHALL BE PERFORMED WITH "" HOT MIX"" ASPHALT. "" COLD PATCH"" AND CONCRETE WILL NOT BE ACCEPTED. PATCHES ARE TO BE A MINIMUM OF 12"" WIDE." | |||
| ROW - FINAL APRON (AFTER POUR) | 05/22/2025 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 05/22/25 TPOLACEK*** SAW CUTS STILL HAVE NOT BEEN MADE. SEE CODE BELOW FROM PREVIOUS INSPECTION. PHOTO ATTACHED ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/16/2025 - PREVIOUS INSPECTION NOTES 05/16/25 TPOLACEK*** THE HOT PATCH IS NOT COMPLETED, RELIEF CUTS ARE NOT MADE PIPE HAS SMALL AMOUNT OF SEDIMENT. 7 REPAIRS SHALL BE PERFORMED WITH "HOT MIX" ASPHALT. " COLD PATCH" AND CONCRETE WILL NOT BE ACCEPTED Drawing 300-E-13 "13. ALL ROADWAY DAMAGE REPAIRS SHALL BE PERFORMED WITH "" HOT MIX"" ASPHALT. "" COLD PATCH"" AND CONCRETE WILL NOT BE ACCEPTED. PATCHES ARE TO BE A MINIMUM OF 12"" WIDE." * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL DRAWING 300. E 15. WOOD CONTROL JOINTS ARE PROHIBITED IN THE RIGHT-OF-WAY. SAWCUT SHALL BE PROVIDED AT THE EDGE OF ROW AND EVERY 12' THEREAFTER, OR A MINIMUM OF 2 SAWCUTS - WHICHEVER IS GREATER. Sec 300. E | |||
| ROW - STORMWATER FINAL | 05/22/2025 | APPROVED - AS NOTED | TPOLACEK |
| Note: 05/22/25 TPOLACEK**** APPROVING AS NOYED THAT SAW CUTS WILL BE MADE BEFORE AFTERPOUR IS APPROVED. 5/16/2025 - PREVIOUS INSPECTION NOTES 05/16/25 TPOLACEK*** ROAD EDGE REPAIRS ALONG PROPERTY NEED TO BE COMPETEDTHIS INCLUDES AREA IN CUL D SAC WHERE ASPHALT HAS BEEN BROKEN. 7 REPAIRS SHALL BE PERFORMED WITH "HOT MIX" ASPHALT. " COLD PATCH" AND CONCRETE WILL NOT BE ACCEPTED Drawing 300-E-13 "13. ALL ROADWAY DAMAGE REPAIRS SHALL BE PERFORMED WITH "" HOT MIX"" ASPHALT. "" COLD PATCH"" AND CONCRETE WILL NOT BE ACCEPTED. PATCHES ARE TO BE A MINIMUM OF 12"" WIDE." | |||
| BLD - BUILDING FINAL | 05/20/2025 | FINAL APPROVED | RSIMS |
| Note: *** NOTES ADDED BY RSIMS 5/20/2025 2:19:49 PM *** 5/9/2025 - PREVIOUS INSPECTION NOTES 1). Installed equipment does not match Energy Calcs submitted and approved. (Revision including changed model numbers required). FBC [A] 107.4 2). Water Heater pan drain is trapped above pan flood level lip. FBC [A] 107.4 3). Range anti-tip bracket is not anchored as required by Manufacturer. FBC [A] 107.4 / FBCR-M1901.2 4). Hole in wall at range outlet needs to be sealed up /drywall completed. FBC EC TABLE R402.4.1.1 5). ODU Locking caps: 2 of 3 are not installed/locked. FBC - M1411.8 6). Exterior service outlet near ODU: Cover is painted shut (could not open without risk of damage). Could not test. FBC-[A]110.1 7). Master bathroom: shower head arm (pipe) is very loose. FBC [A] 107.4 8). Guest bathroom: left side sink hot water is reveresed. (wrong side). FBCR P2722.2 9). Garage light is not rated for installation in a garage area. NEC-410.116(C) 10). Interior dryer exhaust pipe needs to be capped, plugged (or taped) as required by FBC-M1502.4.7 11). Laundry room: Hole in ceiling next to AHU supply duct needs to be sealed with the approved material. FBC-R302.11(4) 12). Excess debris/material in garage. FBC-[A]110.3(6) | |||
| ROW - FINAL APRON (AFTER POUR) | 05/16/2025 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 05/16/25 TPOLACEK*** THE HOT PATCH IS NOT COMPLETED, RELIEF CUTS ARE NOT MADE PIPE HAS SMALL AMOUNT OF SEDIMENT. 7 REPAIRS SHALL BE PERFORMED WITH "HOT MIX" ASPHALT. " COLD PATCH" AND CONCRETE WILL NOT BE ACCEPTED Drawing 300-E-13 "13. ALL ROADWAY DAMAGE REPAIRS SHALL BE PERFORMED WITH "" HOT MIX"" ASPHALT. "" COLD PATCH"" AND CONCRETE WILL NOT BE ACCEPTED. PATCHES ARE TO BE A MINIMUM OF 12"" WIDE." * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL DRAWING 300. E 15. WOOD CONTROL JOINTS ARE PROHIBITED IN THE RIGHT-OF-WAY. SAWCUT SHALL BE PROVIDED AT THE EDGE OF ROW AND EVERY 12' THEREAFTER, OR A MINIMUM OF 2 SAWCUTS - WHICHEVER IS GREATER. Sec 300. E | |||
| ROW - STORMWATER FINAL | 05/16/2025 | Disapproved - NO FEE | TPOLACEK |
| Note: 05/16/25 TPOLACEK*** ROAD EDGE REPAIRS ALONG PROPERTY NEED TO BE COMPETEDTHIS INCLUDES AREA IN CUL D SAC WHERE ASPHALT HAS BEEN BROKEN. 7 REPAIRS SHALL BE PERFORMED WITH "HOT MIX" ASPHALT. " COLD PATCH" AND CONCRETE WILL NOT BE ACCEPTED Drawing 300-E-13 "13. ALL ROADWAY DAMAGE REPAIRS SHALL BE PERFORMED WITH "" HOT MIX"" ASPHALT. "" COLD PATCH"" AND CONCRETE WILL NOT BE ACCEPTED. PATCHES ARE TO BE A MINIMUM OF 12"" WIDE." | |||
| BLD - BUILDING FINAL | 05/09/2025 | Disapproved -FEE REQUIRED | RSIMS |
| Note: *** NOTES ADDED BY RSIMS 5/9/2025 1:46:12 PM *** 1). Installed equipment does not match Energy Calcs submitted and approved. (Revision including changed model numbers required). FBC [A] 107.4 2). Water Heater pan drain is trapped above pan flood level lip. FBC [A] 107.4 3). Range anti-tip bracket is not anchored as required by Manufacturer. FBC [A] 107.4 / FBCR-M1901.2 4). Hole in wall at range outlet needs to be sealed up /drywall completed. FBC EC TABLE R402.4.1.1 5). ODU Locking caps: 2 of 3 are not installed/locked. FBC - M1411.8 6). Exterior service outlet near ODU: Cover is painted shut (could not open without risk of damage). Could not test. FBC-[A]110.1 7). Master bathroom: shower head arm (pipe) is very loose. FBC [A] 107.4 8). Guest bathroom: left side sink hot water is reveresed. (wrong side). FBCR P2722.2 9). Garage light is not rated for installation in a garage area. NEC-410.116(C) 10). Interior dryer exhaust pipe needs to be capped, plugged (or taped) as required by FBC-M1502.4.7 11). Laundry room: Hole in ceiling next to AHU supply duct needs to be sealed with the approved material. FBC-R302.11(4) 12). Excess debris/material in garage. FBC-[A]110.3(6) | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 05/08/2025 | APPROVED | TPOLACEK |
| ROW FIELD SURVEY /GRADING CERTIFICATION | 05/08/2025 | APPROVED | TPOLACEK |
| Note: 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- FINAL SURVEY/GRADING CERTIFICATION | 05/01/2025 | Disapproved - NO FEE | TPOLACEK |
| Note: 05/01/25 TPOLACEK*** FINAL SURVEY INDICATES THE FRONT SWALE IS RUNNING UPHILL FROM CORNER TO THE LEFT TOWARDS DRIVEWAY. SWALE PLAN DIAGRAM STATES FLOW SHOULD BE RIGHT TO LEFT. DRAINAGE CULVERT UNDER ROAD FLOWS RIGHT TO LEFT AS WELL. 2) The tolerance on individual shots along the as-built flow line of the swale (depressions or high spots) is plus or minus 0.10 of a foot. | |||
| ROW- PRE-APRON (PRE-POUR) | 04/08/2025 | APPROVED - AS NOTED | TPOLACEK |
| Note: TPOLACEK*** MAKE SURE FOOTERS ARE 6"X6" THATS 6" DEEP AND 3" UNDER PIPE 3" EXTENDING OUT FROM PIPE END. BOTH SIDES ARE NOT DUG UNDER THE PIPE AND THE FORM BOARDS ARE EXTENDED TOO FAR FROM EDGE OF PIPE. FORM BOARD SHOULD NOT EXTEND MORE THAN 6" MAXIMUM FROM END OF PIPE. MAKE SURE ALL FORM BOARDS ARE BACKFILLED TO PREVENT OVER POUR. 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. | |||
| ELECTRIC - EARLY POWER | 03/14/2025 | APPROVED | CVANSTRAHLEN |
| GRAVITY SEWER TEST | 03/07/2025 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| U-CROSS CONNECTION | 03/07/2025 | APPROVED - AS NOTED | BWRIGHT |
| Note: No IRR. No CC | |||
| U - SEWER TIE IN | 03/07/2025 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| INSULATION | 01/29/2025 | APPROVED | RSIMS |
| Note: *** NOTES ADDED BY RSIMS 1/29/2025 1:36:09 PM *** | |||
| LATH/BRICK/ WATER BARRIER | 01/29/2025 | APPROVED | RSIMS |
| Note: *** NOTES ADDED BY RSIMS 1/29/2025 1:36:21 PM *** 1/24/2025 - PREVIOUS INSPECTION NOTES 1/24/25: Previously listed item remains unresolved. (Lath/Brick/Water Barrier inspected). Inspector Notes from Inspection 2420 *** NOTES ADDED BY RSIMS 1/15/2025 3:43:57 PM *** 1/15/25: Approved as noted. Check at next Inspection. 1). Guest bathroom bathtub needs slab at drain assembly fully repaired to match required slab thickness. FBC [A]107.4 | |||
| LATH/BRICK/ WATER BARRIER | 01/24/2025 | Disapproved - NO FEE | RSIMS |
| Note: *** NOTES ADDED BY RSIMS 1/24/2025 12:54:14 PM *** 1/24/25: Previously listed item remains unresolved. (Lath/Brick/Water Barrier inspected). Inspector Notes from Inspection 2420 *** NOTES ADDED BY RSIMS 1/15/2025 3:43:57 PM *** 1/15/25: Approved as noted. Check at next Inspection. 1). Guest bathroom bathtub needs slab at drain assembly fully repaired to match required slab thickness. FBC [A]107.4 | |||
| ALL ROUGH | 01/15/2025 | APPROVED - AS NOTED | RSIMS |
| Note: *** NOTES ADDED BY RSIMS 1/15/2025 3:43:57 PM *** 1/15/25: Approved as noted. Check at next Inspection. 1). Guest bathroom bathtub needs slab at drain assembly fully repaired to match required slab thickness. FBC [A]107.4 | |||
| WALL SHEATHING | 01/14/2025 | APPROVED | RSIMS |
| Note: *** NOTES ADDED BY RSIMS 1/14/2025 11:47:30 AM *** Fully CMU house | |||
| ROOF VALLEY & METAL | 12/23/2024 | APPROVED | RSIMS |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 11/20/2024 | APPROVED | RSIMS |
| FOUND SURVEY APPROVED (OFFICE) | 11/19/2024 | APPROVED | TBAKER |
| TIE BEAM / LINTEL | 11/05/2024 | APPROVED | KSANDOE |
| Note: Inspector Notes from Inspection 2250 *** NOTES ADDED BY RSIMS 10/15/2024 1:32:52 PM *** 10/15/24: At the time of Inspection all of the requirements for the Monolithic Slab as detailed on the plans and FL Building Code have been met. It is the sole responsibility of the Contractor to assure that everything remains the same. 1). Please complete Silt Fence along the Pritchard Place side of the build site. (3 sides minimum required). FBC 3307.1 10/7/2024 - PREVIOUS INSPECTION NOTES 10/7/24: Not Ready. 1). Dirt cave-in throughout footers needs to be removed. FBC[A] 107.4 2). Soil by main drain in front is soft and does not meet the compaction requirement on plan. FBC[A] 107.4 NOTE: Sleeve for main drain is not all the way through the footer. Please adjust if possible. FBC-R305.3 9 (relieving arch is in place). | |||
| MONOLITHIC SLAB | 10/15/2024 | APPROVED - AS NOTED | RSIMS |
| Note: *** NOTES ADDED BY RSIMS 10/15/2024 1:32:52 PM *** 10/15/24: At the time of Inspection all of the requirements for the Monolithic Slab as detailed on the plans and FL Building Code have been met. It is the sole responsibility of the Contractor to assure that everything remains the same. 1). Please complete Silt Fence along the Pritchard Place side of the build site. (3 sides minimum required). FBC 3307.1 10/7/2024 - PREVIOUS INSPECTION NOTES 10/7/24: Not Ready. 1). Dirt cave-in throughout footers needs to be removed. FBC[A] 107.4 2). Soil by main drain in front is soft and does not meet the compaction requirement on plan. FBC[A] 107.4 NOTE: Sleeve for main drain is not all the way through the footer. Please adjust if possible. FBC-R305.3 9 (relieving arch is in place). | |||
| MONOLITHIC SLAB | 10/07/2024 | Disapproved - NO FEE | RSIMS |
| Note: *** NOTES ADDED BY RSIMS 10/7/2024 2:24:03 PM *** 10/7/24: Not Ready. 1). Dirt cave-in throughout footers needs to be removed. FBC[A] 107.4 2). Soil by main drain in front is soft and does not meet the compaction requirement on plan. FBC[A] 107.4 NOTE: Sleeve for main drain is not all the way through the footer. Please adjust if possible. FBC-R305.3 9 (relieving arch is in place). | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 10/01/2024 | APPROVED | MGIBSON |
| Note: 9/30/2024 - PREVIOUS INSPECTION NOTES FBC,[A] 107.3.1 NEED STAMPED APPROVED PLANS ON SITE | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 09/30/2024 | Disapproved -FEE REQUIRED | MGIBSON |
| Note: FBC,[A] 107.3.1 NEED STAMPED APPROVED PLANS ON SITE | |||
| GEOTECHNICAL REPORT APPROVAL (OFFICE USE) | 09/23/2024 | APPROVED | CPISCITELLI |
| WATER METER INSTALLATION REQUEST | 08/22/2024 | APPROVED | CBOWERMASTER |
Review History
| Department | Status | Date In | Date Out |
| MECH | COMPLETE | 05/16/2025 | 05/19/2025 |
| 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 | |||
| BADMIN | INFORMATION | 04/28/2025 | 04/28/2025 |
| Note: Marked INFORMATION By: MICHELLE RAMOS - (386)986-3780 - MRAMOS@PALMCOASTGOV.COM Unable to process final survey because license inactive. | |||
| BLD | COMPLETE | 12/05/2024 | 12/10/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 11/19/2024 | 11/22/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 11/12/2024 | 11/19/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 11/12/2024 | 11/12/2024 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 09/18/2024 | 09/23/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 09/18/2024 | 09/18/2024 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 07/26/2024 | 07/30/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 07/17/2024 | 07/22/2024 |
| Note: Released By: JOHN HOWARD - - JHOWARD@PALMCOASTGOV.COM SW1 completed review is contingent on stormwater inspector's approval of the final survey. A failed final survey inspection and/or a revised site plan indicating any significant change in drainage patterns and elevations negatively impacting neighboring lots, or the structure will result in a HOLD | |||
| ZON | HOLD | 07/17/2024 | 07/17/2024 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM add the banding to the windows to the right side as it faces the right of way | |||
| ZON | COMPLETE | 07/17/2024 | 07/17/2024 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| ZON | HOLD | 07/15/2024 | 07/15/2024 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM please update the address on elevation plan | |||
| ZON | HOLD | 06/25/2024 | 06/25/2024 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM 4th )correction hold not addressed. Hello as per our conversation via phone back in May you were suppose to reach out to Damaris to see if the alternate address is availble and if t was have her change it on the system and resumbit your plans with the correct address. All plans state 1 Richard Place but the house is facing Pritchard Drive. Please let us know if your are trying to face the Drive as all plans will need to be reivised and i will need to get with planning to find out if this address offers an alternate address. If so then the application will have to reflect that as well please have all the plans changed to the new address if itfacing the DRIVE and the PLACE. Please call 386-986-4737 landscapse state place please change and elevation plans have place please submit the on plans with the correct address | |||
| SW1 | HOLD | 06/25/2024 | 07/02/2024 |
| Note: Held By: SINA VEDADI MOGHADAM - (386)986-2569 - SVEDADIMOGHADAM@PALMCOASTGOV.COM Previously, the FFE in the site plan was 26.60. I believe you uploaded an older version of the site plan this time with FFE 27.0. Please upload the site plan with FFE 26.6. | |||
| SW1 | COMPLETE | 05/30/2024 | 05/30/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | HOLD | 05/23/2024 | 05/28/2024 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM (3rd )correction hold not addressed. All plans state 1 Richard Place but the house is facing Pritchard Drive. Please let us know if your are trying to face the Drive as all plans will need to be reivised and i will need to get with planning to find out if this address offers an alternate address. If so then the application will have to reflect that as well please have all the plans changed to the new address if itfacing the DRIVE and the PLACE. Please call 386-986-4737 | |||
| ENGIN1 | COMPLETE | 05/23/2024 | 05/28/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 05/23/2024 | 05/28/2024 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Please lower proposed slab elevation to be 1.83' max above crown of road. The average crown of road elevation in front of the house is 24.63 +/- = which puts the max slab elevation at 26.46. | |||
| SW1 | HOLD | 05/01/2024 | 05/01/2024 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Please lower proposed slab elevation to be 1.83' max above crown of road. The average crown of road elevation in front of the house is 24.63 +/- = which puts the max slab elevation at 26.46. | |||
| ZON | HOLD | 05/01/2024 | 05/01/2024 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Site plan / Survey: All plans state 1 Richard Place but the house is facing Pritchard Drive. Please let us know if your are trying to face the Drive as all plans will need to be reivised and i will need to get with planning to find out if this address offers an alternate address. If so then the application will have to reflect that as well Landscape plan: For houses on the corner the house must have 6 shrubs on the side facing the right of way. please know that the interior sides should have 4 shrubs on each side. Trees: One tree for every 2500 square ft. All calculations are rounded to the nearest whole number. This property requires 6 trees please adjust your plan accordingly. Color Sheet: please proovide the manufacturer of the paint. Elevation plan: Provide one more for of articulation. 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 Banding is required on any side facing the RIght of way. Please add banding the corner side. | |||
| MECH | COMPLETE | 05/01/2024 | 05/06/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| CUSVC | COMPLETE | 05/01/2024 | 05/01/2024 |
| Note: Released By: CYNTHIA SCHWEERS - - CSCHWEERS@PALMCOASSTGOV.COM | |||
| ENGIN1 | COMPLETE | 05/01/2024 | 05/01/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 05/01/2024 | 05/06/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@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 | 04/04/2024 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 04/03/2024 | 04/03/2024 |
| 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. Remove Energy calc and duct layout from file. Provide only heatload | |||
| SW1 | HOLD | 04/03/2024 | 04/03/2024 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Please lower proposed slab elevation to be no more than 1.83' above center of road. | |||
| ZON | HOLD | 04/03/2024 | 04/04/2024 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Site plan / Survey: All plans state 1 Richard Place but the house is facing Pritchard Drive. Please let us know if your are trying to face the Drive as all plans will need to be reivised and i will need to get with planning to find out if this address offers an alternate address. If so then the application will have to reflect that as well Landscape plan: For houses on the corner the house must have 6 shrubs on the side facing the right of way. please know that the interior sides should have 4 shrubs on each side. Trees: One tree for every 2500 square ft. All calculations are rounded to the nearest whole number. This property requires 6 trees please adjust your plan accordingly. Color Sheet: please proovide the manufacturer of the paint. Elevation plan: Provide one more for of articulation. 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 Banding is required on any side facing the RIght of way. Please add banding the corner side. | |||
| SWALE | COMPLETE | 04/03/2024 | 07/01/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| SW ENG REINSPECTION 20 | ¤20.00 | 05/23/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 05/20/2025 |
| PLAN REVIEW - REVISION | ¤32.50 | 05/20/2025 |
| SW ENG REINSPECTION 20 | ¤20.00 | 05/20/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 10/01/2024 |
| WATER- TURN ON | ¤25.00 | 07/24/2024 |
| ADJUSTMENT 50% | (¤541.05) | 07/24/2024 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 07/24/2024 |
| INSPECTION - RESIDENTIAL | ¤918.50 | 07/24/2024 |
| PLAN REVIEW - APPROVED MASTER | ¤133.60 | 07/24/2024 |
| CONNECTION FEES | ¤1,187.26 | 07/24/2024 |
| FC IMPACT FEE EMS | ¤62.00 | 07/24/2024 |
| IMPACT FEE FIRE | ¤428.09 | 07/24/2024 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 07/24/2024 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 07/24/2024 |
| IMPACT FEE PARKS | ¤1,800.99 | 07/24/2024 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 07/24/2024 |
| IMPACT FEE TRANSPORTATION | ¤1,862.00 | 07/24/2024 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 07/24/2024 |
| SURCHARGE FS 533.721 | ¤5.41 | 07/24/2024 |
| SURCHARGE - FS 468.631 | ¤8.12 | 07/24/2024 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 07/24/2024 |
| SW ENG INSPECTION 80 | ¤80.00 | 07/24/2024 |
| SW ENG PRE APRON | ¤30.00 | 07/24/2024 |
| SW ENG - REVIEW 20 | ¤20.00 | 07/24/2024 |
| SW ENG RES REVIEW 200 | ¤200.00 | 07/24/2024 |
| SEWER CREDIT | (¤1,147.00) | 07/24/2024 |
| SEWER INSPECTION | ¤25.00 | 07/24/2024 |
| SEWER CAPITAL FACILITY | ¤5,441.03 | 07/24/2024 |
| WATER CAPITAL FACILITY FEE | ¤3,994.51 | 07/24/2024 |
| SITE PLAN 30 | ¤30.00 | 07/24/2024 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤20,726.96 |