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Permit #2022080865
Permit Details
Status: COED
| Parcel Id: 07-11-31-7034-00580-0120 |
| GARAGE: 506 sqft |
| CONDITIONED SPACE: 1935 sqft |
| OPENED PORCH (WITH ROOF) : 143 sqft |
| OPENED PORCH (WITH ROOF) : 45 sqft |
| Total Square Footage: 2629 sqft |
| Block: 00580 |
| Subdivision: 2165 - SECTION 34-EASTHAMPTON |
| Job Phone: 407-580-2657 |
| Location Address: 13 ELLISON LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 10/05/2022 |
| NOC: RECORDED |
| Applicant name: GENE WARREN SLONE |
| Owner: RIVERA DOMINGO VICENTE & CONSTANZA H&W |
|
Address 174 W LAUREL DR MARGATE, FL 33063 |
| Lot: 0120 |
| Contracted Stated Job Value: ¤419,601.00 |
| Job Description: single family residence |
| Type: CN |
Contractor
FLORIDA GREEN CONSTRUCTION INC.
| Status | Location Address | State License Number | Phone |
| INACTIVE |
870 E RETTA STREET DELEON SPRINGS, FL 32130 |
CBC1260957 (Exp: 08/31/2026) | 407-580-2657 |
Sub Contractors
JOHN EDWARD GAMBONE
| Status | Location Address | Mailing Address | State License Number | Phone |
| ACTIVE |
15 HARGROVE LN PALM COAST, FL 32137 |
1G PALM COAST, FL 32137 |
EC13006037 (Exp: 08/31/2026) | 386-586-9144 |
ERIC FRANCO
| Status | Location Address | Mailing Address | State License Number | Phone |
| INACTIVE |
840 DELTONA BLVD DELTONA, FL 32725 |
STE F2 DELTONA, FL 32725 |
CCC1327280 (Exp: 08/31/2026) | 386-575-4007 |
KERRY DWAIN AYLESWORTH II
| Status | Location Address | Mailing Address | State License Number | Phone |
| ACTIVE |
2820 LEWIS SPEEDWAY ST AUGUSTINE, FL 32084 |
STE B ST AUGUSTINE, FL 32084 |
CAC1820713 (Exp: 08/31/2026) | 904-342-5709 |
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 | 02/27/2024 | FINAL APPROVED | RSIMS |
| Note: 2/26/2024 - PREVIOUS INSPECTION NOTES 2/26/24: * Energy calcs are now matching. 1). The breaker for the Washing machine/laundry outlets was off upon arrival - could not test outlets. 2/22/2024 - PREVIOUS INSPECTION NOTES 1. Energy calculations are not matching the units installed. 2. The washing machine receptable needs to be GFI protected. | |||
| BLD - BUILDING FINAL | 02/26/2024 | Disapproved -FEE REQUIRED | RSIMS |
| Note: 2/26/24: * Energy calcs are now matching. 1). The breaker for the Washing machine/laundry outlets was off upon arrival - could not test outlets. 2/22/2024 - PREVIOUS INSPECTION NOTES 1. Energy calculations are not matching the units installed. 2. The washing machine receptable needs to be GFI protected. | |||
| BLD - BUILDING FINAL | 02/22/2024 | Disapproved - NO FEE | JWALKER |
| Note: 1. Energy calculations are not matching the units installed. 2. The washing machine receptable needs to be GFI protected. | |||
| ROW - FINAL APRON (AFTER POUR) | 01/17/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 1/17/24 PIPE IS .002 HUNDRETHS BACK PITCHED, CUTS MADE. CULVERT CLEAR. HOT PATCH COMPLETED. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. ______________________________________________________________________________________________________________________ 12/12/2023 - PREVIOUS INSPECTION NOTES 12/12/23 RIGHT SIDE MITER END IS NOT WITHIN TOLERENCE AS NOTED IN PRE POUR NOTES 12/5/23 *LOW SPOT IN FRONT RIGHT MARKED WITH WHITE PAINT AND HIGH SPOT IN SWALE WHERE PROPERTY LINE MUST MATCH ADJACENT LOT GRADE. APPROVING THIS INSPECTION AS NOTED PLEASE MAKE ADJUSTMENTS BEFORE FINAL _______________________________________I 10/26/23 MET WITH CM AND WE SET PIPE TO TOLERANCE. PIPE IS GOOD OTHER CORRECTIONS MADE. READY TO POUR AT THE TIME OF THIS INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL 10/25/2023 - PREVIOUS INSPECTION NOTES 10/245/23 CULVERT PIPE IS OUT OF TOLERANCE. SPOKE TO CM AND WILL TRY TO MEET HIM ON SITE TOMORROW TO GET PIPE SET CORRECTLY. _________________________________________________________________________________________________________________________ 10/24/2023 - PREVIOUS INSPECTION NOTES 10/24/23 CULVERT PIPE NEEDS TO BE 8' FROM ROAD EDGE TO CENTER OF THE PIPE AT MITERED END. BOTH ENDS ARE OUT OF TOLERANCE, IF YOU LOOK AT THE PHOTO OF THE PIPE LENGTHWISE AND LOOK DOWN TO THE NEXT DRIVEWAY CULVERT PIPE YOU CAN SEE IT IS OFF TO LEFT OF CENTER. NEED TO HAVE A MINIMUM OF 5" OF CONCRETE OVER CULVERT PIPE RIGHT SIDE IS NOT AT THE MINIMUM. ALL CHUNKS OF ASPHALT NEED TO BE REMOVED FROM THE APRON POUR AREA. YOU MUST REMOVE THE FORM BOARD FROM ON TOP OF THE ROAD TO INSIDE THE APRON AT THE ROAD EDGE AND MAKE SURE YOU HAVE A MINIMUM OF 6" OF COCRETE AT THE APRON ROAD EDGE. SEE PHOTOS. ***10/24/23- contractor needs inspection before 10:30 am please | |||
| U -UTILITY RESIDENTIAL FINAL | 12/19/2023 | FINAL APPROVED | JHARDING |
| U-CROSS CONNECTION | 12/19/2023 | APPROVED - AS NOTED | JHARDING |
| Note: No cross connections. | |||
| ROW - FINAL APRON (AFTER POUR) | 12/12/2023 | Disapproved - NO FEE | TPOLACEK |
| Note: 12/12/23 RIGHT SIDE MITER END IS NOT WITHIN TOLERENCE AS NOTED IN PRE POUR NOTES 12/5/23 *LOW SPOT IN FRONT RIGHT MARKED WITH WHITE PAINT AND HIGH SPOT IN SWALE WHERE PROPERTY LINE MUST MATCH ADJACENT LOT GRADE. APPROVING THIS INSPECTION AS NOTED PLEASE MAKE ADJUSTMENTS BEFORE FINAL _______________________________________I 10/26/23 MET WITH CM AND WE SET PIPE TO TOLERANCE. PIPE IS GOOD OTHER CORRECTIONS MADE. READY TO POUR AT THE TIME OF THIS INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL 10/25/2023 - PREVIOUS INSPECTION NOTES 10/245/23 CULVERT PIPE IS OUT OF TOLERANCE. SPOKE TO CM AND WILL TRY TO MEET HIM ON SITE TOMORROW TO GET PIPE SET CORRECTLY. _________________________________________________________________________________________________________________________ 10/24/2023 - PREVIOUS INSPECTION NOTES 10/24/23 CULVERT PIPE NEEDS TO BE 8' FROM ROAD EDGE TO CENTER OF THE PIPE AT MITERED END. BOTH ENDS ARE OUT OF TOLERANCE, IF YOU LOOK AT THE PHOTO OF THE PIPE LENGTHWISE AND LOOK DOWN TO THE NEXT DRIVEWAY CULVERT PIPE YOU CAN SEE IT IS OFF TO LEFT OF CENTER. NEED TO HAVE A MINIMUM OF 5" OF CONCRETE OVER CULVERT PIPE RIGHT SIDE IS NOT AT THE MINIMUM. ALL CHUNKS OF ASPHALT NEED TO BE REMOVED FROM THE APRON POUR AREA. YOU MUST REMOVE THE FORM BOARD FROM ON TOP OF THE ROAD TO INSIDE THE APRON AT THE ROAD EDGE AND MAKE SURE YOU HAVE A MINIMUM OF 6" OF COCRETE AT THE APRON ROAD EDGE. SEE PHOTOS. ***10/24/23- contractor needs inspection before 10:30 am please | |||
| ROW - STORMWATER FINAL | 12/12/2023 | APPROVED | TPOLACEK |
| Note: 12/12/23 At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. 12/5/23 *LOW SPOT IN FRONT RIGHT MARKED WITH WHITE PAINT AND HIGH SPOT IN SWALE WHERE PROPERTY LINE MUST MATCH ADJACENT LOT GRADE. APPROVING THIS INSPECTION AS NOTED PLEASE MAKE ADJUSTMENTS BEFORE FINAL _______________________________________I 10/26/23 MET WITH CM AND WE SET PIPE TO TOLERANCE. PIPE IS GOOD OTHER CORRECTIONS MADE. READY TO POUR AT THE TIME OF THIS INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL 10/25/2023 - PREVIOUS INSPECTION NOTES 10/245/23 CULVERT PIPE IS OUT OF TOLERANCE. SPOKE TO CM AND WILL TRY TO MEET HIM ON SITE TOMORROW TO GET PIPE SET CORRECTLY. _________________________________________________________________________________________________________________________ 10/24/2023 - PREVIOUS INSPECTION NOTES 10/24/23 CULVERT PIPE NEEDS TO BE 8' FROM ROAD EDGE TO CENTER OF THE PIPE AT MITERED END. BOTH ENDS ARE OUT OF TOLERANCE, IF YOU LOOK AT THE PHOTO OF THE PIPE LENGTHWISE AND LOOK DOWN TO THE NEXT DRIVEWAY CULVERT PIPE YOU CAN SEE IT IS OFF TO LEFT OF CENTER. NEED TO HAVE A MINIMUM OF 5" OF CONCRETE OVER CULVERT PIPE RIGHT SIDE IS NOT AT THE MINIMUM. ALL CHUNKS OF ASPHALT NEED TO BE REMOVED FROM THE APRON POUR AREA. YOU MUST REMOVE THE FORM BOARD FROM ON TOP OF THE ROAD TO INSIDE THE APRON AT THE ROAD EDGE AND MAKE SURE YOU HAVE A MINIMUM OF 6" OF COCRETE AT THE APRON ROAD EDGE. SEE PHOTOS. ***10/24/23- contractor needs inspection before 10:30 am please | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 12/05/2023 | APPROVED - AS NOTED | TPOLACEK |
| Note: _______________________________________I 10/26/23 MET WITH CM AND WE SET PIPE TO TOLERANCE. PIPE IS GOOD OTHER CORRECTIONS MADE. READY TO POUR AT THE TIME OF THIS INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL 10/25/2023 - PREVIOUS INSPECTION NOTES 10/245/23 CULVERT PIPE IS OUT OF TOLERANCE. SPOKE TO CM AND WILL TRY TO MEET HIM ON SITE TOMORROW TO GET PIPE SET CORRECTLY. _________________________________________________________________________________________________________________________ 10/24/2023 - PREVIOUS INSPECTION NOTES 10/24/23 CULVERT PIPE NEEDS TO BE 8' FROM ROAD EDGE TO CENTER OF THE PIPE AT MITERED END. BOTH ENDS ARE OUT OF TOLERANCE, IF YOU LOOK AT THE PHOTO OF THE PIPE LENGTHWISE AND LOOK DOWN TO THE NEXT DRIVEWAY CULVERT PIPE YOU CAN SEE IT IS OFF TO LEFT OF CENTER. NEED TO HAVE A MINIMUM OF 5" OF CONCRETE OVER CULVERT PIPE RIGHT SIDE IS NOT AT THE MINIMUM. ALL CHUNKS OF ASPHALT NEED TO BE REMOVED FROM THE APRON POUR AREA. YOU MUST REMOVE THE FORM BOARD FROM ON TOP OF THE ROAD TO INSIDE THE APRON AT THE ROAD EDGE AND MAKE SURE YOU HAVE A MINIMUM OF 6" OF COCRETE AT THE APRON ROAD EDGE. SEE PHOTOS. ***10/24/23- contractor needs inspection before 10:30 am please | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 12/05/2023 | APPROVED - AS NOTED | TPOLACEK |
| Note: 12/5/23 *LOW SPOT IN FRONT RIGHT MARKED WITH WHITE PAINT AND HIGH SPOT IN SWALE WHERE PROPERTY LINE MUST MATCH ADJACENT LOT GRADE. APPROVING THIS INSPECTION AS NOTED PLEASE MAKE ADJUSTMENTS BEFORE FINAL _______________________________________I 10/26/23 MET WITH CM AND WE SET PIPE TO TOLERANCE. PIPE IS GOOD OTHER CORRECTIONS MADE. READY TO POUR AT THE TIME OF THIS INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL 10/25/2023 - PREVIOUS INSPECTION NOTES 10/245/23 CULVERT PIPE IS OUT OF TOLERANCE. SPOKE TO CM AND WILL TRY TO MEET HIM ON SITE TOMORROW TO GET PIPE SET CORRECTLY. _________________________________________________________________________________________________________________________ 10/24/2023 - PREVIOUS INSPECTION NOTES 10/24/23 CULVERT PIPE NEEDS TO BE 8' FROM ROAD EDGE TO CENTER OF THE PIPE AT MITERED END. BOTH ENDS ARE OUT OF TOLERANCE, IF YOU LOOK AT THE PHOTO OF THE PIPE LENGTHWISE AND LOOK DOWN TO THE NEXT DRIVEWAY CULVERT PIPE YOU CAN SEE IT IS OFF TO LEFT OF CENTER. NEED TO HAVE A MINIMUM OF 5" OF CONCRETE OVER CULVERT PIPE RIGHT SIDE IS NOT AT THE MINIMUM. ALL CHUNKS OF ASPHALT NEED TO BE REMOVED FROM THE APRON POUR AREA. YOU MUST REMOVE THE FORM BOARD FROM ON TOP OF THE ROAD TO INSIDE THE APRON AT THE ROAD EDGE AND MAKE SURE YOU HAVE A MINIMUM OF 6" OF COCRETE AT THE APRON ROAD EDGE. SEE PHOTOS. ***10/24/23- contractor needs inspection before 10:30 am please | |||
| ELECTRIC - EARLY POWER | 11/21/2023 | APPROVED - AS NOTED | KSANDOE |
| Note: Emailed FPL @ 1425. Release Power | |||
| ROW- PRE-APRON (PRE-POUR) | 10/26/2023 | APPROVED - AS NOTED | FSLADISH |
| Note: 10/26/23 MET WITH CM AND WE SET PIPE TO TOLERANCE. PIPE IS GOOD OTHER CORRECTIONS MADE. READY TO POUR AT THE TIME OF THIS INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL 10/25/2023 - PREVIOUS INSPECTION NOTES 10/245/23 CULVERT PIPE IS OUT OF TOLERANCE. SPOKE TO CM AND WILL TRY TO MEET HIM ON SITE TOMORROW TO GET PIPE SET CORRECTLY. _________________________________________________________________________________________________________________________ 10/24/2023 - PREVIOUS INSPECTION NOTES 10/24/23 CULVERT PIPE NEEDS TO BE 8' FROM ROAD EDGE TO CENTER OF THE PIPE AT MITERED END. BOTH ENDS ARE OUT OF TOLERANCE, IF YOU LOOK AT THE PHOTO OF THE PIPE LENGTHWISE AND LOOK DOWN TO THE NEXT DRIVEWAY CULVERT PIPE YOU CAN SEE IT IS OFF TO LEFT OF CENTER. NEED TO HAVE A MINIMUM OF 5" OF CONCRETE OVER CULVERT PIPE RIGHT SIDE IS NOT AT THE MINIMUM. ALL CHUNKS OF ASPHALT NEED TO BE REMOVED FROM THE APRON POUR AREA. YOU MUST REMOVE THE FORM BOARD FROM ON TOP OF THE ROAD TO INSIDE THE APRON AT THE ROAD EDGE AND MAKE SURE YOU HAVE A MINIMUM OF 6" OF COCRETE AT THE APRON ROAD EDGE. SEE PHOTOS. ***10/24/23- contractor needs inspection before 10:30 am please | |||
| ROW- PRE-APRON (PRE-POUR) | 10/25/2023 | Disapproved - NO FEE | FSLADISH |
| Note: 10/245/23 CULVERT PIPE IS OUT OF TOLERANCE. SPOKE TO CM AND WILL TRY TO MEET HIM ON SITE TOMORROW TO GET PIPE SET CORRECTLY. _________________________________________________________________________________________________________________________ 10/24/2023 - PREVIOUS INSPECTION NOTES 10/24/23 CULVERT PIPE NEEDS TO BE 8' FROM ROAD EDGE TO CENTER OF THE PIPE AT MITERED END. BOTH ENDS ARE OUT OF TOLERANCE, IF YOU LOOK AT THE PHOTO OF THE PIPE LENGTHWISE AND LOOK DOWN TO THE NEXT DRIVEWAY CULVERT PIPE YOU CAN SEE IT IS OFF TO LEFT OF CENTER. NEED TO HAVE A MINIMUM OF 5" OF CONCRETE OVER CULVERT PIPE RIGHT SIDE IS NOT AT THE MINIMUM. ALL CHUNKS OF ASPHALT NEED TO BE REMOVED FROM THE APRON POUR AREA. YOU MUST REMOVE THE FORM BOARD FROM ON TOP OF THE ROAD TO INSIDE THE APRON AT THE ROAD EDGE AND MAKE SURE YOU HAVE A MINIMUM OF 6" OF COCRETE AT THE APRON ROAD EDGE. SEE PHOTOS. ***10/24/23- contractor needs inspection before 10:30 am please | |||
| ROW- PRE-APRON (PRE-POUR) | 10/24/2023 | Disapproved -FEE REQUIRED | FSLADISH |
| Note: 10/24/23 CULVERT PIPE NEEDS TO BE 8' FROM ROAD EDGE TO CENTER OF THE PIPE AT MITERED END. BOTH ENDS ARE OUT OF TOLERANCE, IF YOU LOOK AT THE PHOTO OF THE PIPE LENGTHWISE AND LOOK DOWN TO THE NEXT DRIVEWAY CULVERT PIPE YOU CAN SEE IT IS OFF TO LEFT OF CENTER. NEED TO HAVE A MINIMUM OF 5" OF CONCRETE OVER CULVERT PIPE RIGHT SIDE IS NOT AT THE MINIMUM. ALL CHUNKS OF ASPHALT NEED TO BE REMOVED FROM THE APRON POUR AREA. YOU MUST REMOVE THE FORM BOARD FROM ON TOP OF THE ROAD TO INSIDE THE APRON AT THE ROAD EDGE AND MAKE SURE YOU HAVE A MINIMUM OF 6" OF COCRETE AT THE APRON ROAD EDGE. SEE PHOTOS. | |||
| U - SEWER TIE IN | 09/08/2023 | APPROVED | MGIBSON |
| GRAVITY SEWER TEST | 09/08/2023 | APPROVED | MGIBSON |
| PEP TANK INSTALLATION REQUEST | 08/21/2023 | APPROVED | CBOWERMASTER |
| Note: 8/15/2023 10:29:31 AM- PREVIOUS INSPECTION NOTES dumpster in the way | |||
| PEP TANK INSTALLATION REQUEST | 08/14/2023 | Disapproved -FEE REQUIRED | CBOWERMASTER |
| Note: dumpster in the way | |||
| LATH/BRICK/ WATER BARRIER | 08/02/2023 | APPROVED | RSIMS |
| Note: 7/31/2023 - PREVIOUS INSPECTION NOTES 7/31/23: 1). Right side: install wire lath at hole in cinderblock for low voltage wires. 2). Left side: Install wire lath at holes in cinderblock for Hose Bibb and (2) electrical wires. ** Also, please clean up overgrown weeds around the property before the next inspection. Per Code Enforcement regulations, grass/weeds cannot exceed 3" in height. | |||
| LATH/BRICK/ WATER BARRIER | 07/31/2023 | Disapproved - NO FEE | RSIMS |
| Note: 7/31/23: 1). Right side: install wire lath at hole in cinderblock for low voltage wires. 2). Left side: Install wire lath at holes in cinderblock for Hose Bibb and (2) electrical wires. ** Also, please clean up overgrown weeds around the property before the next inspection. Per Code Enforcement regulations, grass/weeds cannot exceed 3" in height. | |||
| INSULATION | 07/19/2023 | APPROVED | BTAYLOR |
| Note: Inspector Notes from Inspection 2420 7-12-23 1. Need new paperwork with duct layout. The way its installed does not match paperwork. | |||
| ALL ROUGH | 07/12/2023 | APPROVED - AS NOTED | BTAYLOR |
| Note: 7-12-23 1. Need new paperwork with duct layout. The way its installed does not match paperwork. | |||
| ROOF VALLEY & METAL | 04/13/2023 | APPROVED | RSIMS |
| WALL SHEATHING | 03/29/2023 | APPROVED | RSIMS |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 03/29/2023 | APPROVED - AS NOTED | RSIMS |
| Note: 3/29/23: Check at next inspection! 1). Truss 8 is missing web bracing. (marked on MiTek & truss plan). 2). 2 Ply Truss 23 needs to be nailed together more securely & per MiTek requirements. | |||
| TIE BEAM / LINTEL | 12/27/2022 | APPROVED | JWALKER |
| FOUND SURVEY APPROVED (OFFICE) | 12/07/2022 | APPROVED | TBAKER |
| MONOLITHIC SLAB | 11/28/2022 | APPROVED | KSANDOE |
| PLUMBING 1ST ROUGH UNDERGROUND | 11/08/2022 | APPROVED | MGIBSON |
| ELECTRIC TEMP POLE | 10/31/2022 | APPROVED | RSIMS |
| Note: 10/31/2022: FPL notified at @ 09:34. | |||
| WATER METER INSTALLATION REQUEST | 10/31/2022 | APPROVED | CSTONE |
Review History
| Department | Status | Date In | Date Out |
| MECH | COMPLETE | 01/26/2024 | 01/29/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 09/15/2023 | 09/18/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 09/15/2023 | 09/21/2023 |
| Note: Released By: EDWARD MADISON - (386)986-4770 - EMADISON@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 09/15/2023 | 09/15/2023 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 12/07/2022 | 12/07/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 12/07/2022 | 12/07/2022 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 09/19/2022 | 09/20/2022 |
| Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 09/13/2022 | 12/05/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 09/12/2022 | 09/13/2022 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 09/12/2022 | 09/13/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| BLD | HOLD | 09/12/2022 | 09/13/2022 |
| Note: Held By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM All comments below per the 2020 Florida Building Code PLAN REVIEW COMMENTS: 1. Provide a completed City of Palm Coast Roofing Worksheet. | |||
| SW1 | COMPLETE | 09/12/2022 | 09/19/2022 |
| Note: Released By: ROBERT GROSS - (386)986-4769 - RGROSS@PALMCOASTGOV.COM | |||
| ENGIN1 | HOLD | 08/30/2022 | 08/30/2022 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Need acceptable site benchmark. | |||
| BLD | HOLD | 08/30/2022 | 08/30/2022 |
| Note: Held By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM All comments below per the 2020 Florida Building Code PLAN REVIEW COMMENTS: 1. Provide a completed City of Palm Coast Roofing Worksheet. | |||
| ZON | HOLD | 08/30/2022 | 08/30/2022 |
| Note: Held By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM REPEAT COMMENTS: Must have a total of four shrubs along each side after wrapping corners. PLAN STILL DOES NOT HAVE 4 ON EACH SIDE. Landscape plan must state sod type and if irrigation will be installed Landscape plan must list all tree types, shrubs types and gallon sizes YOUR PERMIT CORRECTION SHEET STATES THIS INFORMATION IS ON PAGE 2 OF THE LANDSCAPE PLAN, HOWEVER THERE WAS NO PAGE 2 SUBMITTED. | |||
| SW1 | HOLD | 08/30/2022 | 09/07/2022 |
| Note: Held By: EDWARD MADISON - - EMADISON@PALMCOASTGOV.COM SITE BENCH MARK NEEDS TO BE A NAIL IN DISK, FIRE HYDRANT, NAIL IN POWER POLE, MAN HOLE COVER. | |||
| BLD | HOLD | 08/15/2022 | 08/16/2022 |
| Note: Held By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM All comments below per the 2020 Florida Building Code PLAN REVIEW COMMENTS: 1. Provide a completed City of Palm Coast Roofing Worksheet. | |||
| CUSVC | COMPLETE | 08/15/2022 | 08/16/2022 |
| Note: Released By: LISA ASBILL - - lasbill@palmcoastgov.com | |||
| ELEC | COMPLETE | 08/15/2022 | 08/16/2022 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | HOLD | 08/15/2022 | 08/16/2022 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Iron rods are unacceptable as site benchmarks. Please use a nail in a utility pole, manhole cover, nail in asphalt or other approved method. See informational sheet. | |||
| LOCATE | COMPLETE | 08/15/2022 | 08/18/2022 |
| Note: Released By: CANDACE STONE - - CSTONE@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 08/15/2022 | 08/16/2022 |
| Note: Released By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 08/15/2022 | 08/22/2022 |
| Note: Held By: ROBERT GROSS - (386)986-4769 - RGROSS@PALMCOASTGOV.COM See Checklist dated 8/22/22. BM Needs to be a Nail in Disk or Fire hydrant. Nail in pole will be accepted if no other means are possible. | |||
| ZON | HOLD | 08/15/2022 | 08/17/2022 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Rear lanai missing on landscape plan. Layout must match plans and site plan. Must have a total of four shrubs along each side after wrapping corners Landscape plan must state sod type and if irrigation will be installed Landscape plan must list all tree types, shrubs types and gallon sizes |
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 | 02/27/2024 |
| SW ENG REINSPECTION 30 | ¤30.00 | 12/04/2023 |
| UTILITY PEP REINSPECTION | ¤40.00 | 12/04/2023 |
| SEWER CREDIT | (¤1,342.00) | 10/05/2022 |
| SEWER INSPECTION | ¤25.00 | 10/05/2022 |
| SEWER CAPITAL FACILITY | ¤4,939.76 | 10/05/2022 |
| WATER CAPITAL FACILITY FEE | ¤3,626.50 | 10/05/2022 |
| SITE PLAN 30 | ¤30.00 | 10/05/2022 |
| SW ENG - REVIEW 20 | ¤20.00 | 10/05/2022 |
| SW ENG RES REVIEW 200 | ¤200.00 | 10/05/2022 |
| 3% TRANS IMPACT FEE CREDIT | (¤52.92) | 10/05/2022 |
| WATER-METER | ¤467.09 | 10/05/2022 |
| WATER- TURN ON | ¤25.00 | 10/05/2022 |
| WATER- TURN ON | ¤25.00 | 10/05/2022 |
| ADJUSTMENT 50% | (¤756.30) | 10/05/2022 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 10/05/2022 |
| INSPECTION - RESIDENTIAL | ¤1,155.00 | 10/05/2022 |
| PLAN REVIEW - RESIDENTIAL | ¤327.60 | 10/05/2022 |
| CONNECTION FEES | ¤1,077.88 | 10/05/2022 |
| 3% FIRE IMPACT FEE CREDIT | (¤11.66) | 10/05/2022 |
| IMPACT FEE FIRE | ¤388.65 | 10/05/2022 |
| IMPACT FEE PARKS | ¤1,455.13 | 10/05/2022 |
| IMPACT FEE SCHOOL | ¤3,600.00 | 10/05/2022 |
| IMPACT FEE TRANSPORTATION | ¤1,764.00 | 10/05/2022 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 10/05/2022 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 10/05/2022 |
| 3% PARKS IMPACT FEE CREDIT | (¤43.65) | 10/05/2022 |
| SURCHARGE FS 533.721 | ¤4.70 | 10/05/2022 |
| SURCHARGE - FS 468.631 | ¤7.06 | 10/05/2022 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 10/05/2022 |
| SW ENG INSPECTION 80 | ¤80.00 | 10/05/2022 |
| SW ENG PRE APRON | ¤30.00 | 10/05/2022 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤17,251.84 |