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Permit #2024040032
Permit Details
Status: COED
| Parcel Id: 42-10-30-3210-00000-2940 |
| CONDITIONED SPACE: 2869 sqft |
| OPENED PORCH (WITH ROOF) : 305 sqft |
| OPENED PORCH (WITH ROOF) : 135 sqft |
| GARAGE: 452 sqft |
| Total Square Footage: 3761 sqft |
| Block: 00000 |
| Subdivision: - |
| Job Phone: 386-236-4133 |
| Location Address: 448 SWEETGUM LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 06/20/2024 |
| NOC: RECORDED |
| Applicant name: LEONARDO CIRO SANCLEMENTE |
| Owner: MHK OF VOLUSIA COUNTY INC |
|
Address 2379 BEVILLE ROAD DAYTONA BEACH, FL 32119 |
| Lot: 2940 |
| Contracted Stated Job Value: ¤322,727.00 |
| Job Description: Single Family Residence |
| Type: CN |
Contractor
VOLUSIA RESIDENTIAL CONSTRUCTION, LLC
| Status | Location Address | State License Number | Phone |
| ACTIVE |
2379 BEVILLE RD DAYTONA BEACH, FL 32119 |
CBC1262114 (Exp: 08/31/2026) | 386-236-4133 |
Sub Contractors
HUGH MACDONALD
| Status | Location Address | State License Number | Phone |
| ACTIVE |
10825 TOM FOLSOM ROAD, SUITE A THONOTOSASSA, FL 33592 |
CCC1329562 (Exp: 08/31/2026) | 813-986-4968 |
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 |
STEPHEN COURTEAUX
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
85 North Yonge Street Ormond Beach, FL 32174 |
EC13001748 (Exp: 08/31/2026) | (386) 672-4900 | 386-676-7472 |
EDWARD DOUGLAS TENNANT
| Status | Location Address | State License Number | Phone | Fax |
| INACTIVE |
3370 AGRICULTURAL CENTER DRIVE ST. AUGUSTINE , FL 32092 |
CAC1813372 (Exp: 08/31/2026) | (904)829-8898 | (904)829-6587 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 02/13/2025 | FINAL APPROVED | HCAMACHO |
| ROW - STORMWATER FINAL | 02/12/2025 | APPROVED - AS NOTED | PFLANAGAN |
| Note: PLEASE REMOVE THE PORTER JOHN FROM VACANT ACROSSED THE STREET | |||
| U -UTILITY RESIDENTIAL FINAL | 02/12/2025 | APPROVED - AS NOTED | LFITZGERALD |
| Note: Inspector Notes from Inspection 9035 water meter is damaged -contact customer-service@palmcoastgov.com for new box and remove excess soils in box reclai master backflow-no cross connection | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 02/11/2025 | APPROVED - AS NOTED | PFLANAGAN |
| Note: TALKED WITH ED AND CONTRACTOR ABOUT THIS ISSUE AND IT IS GOOD ------------------------------------------------------------------ 2/7/2025 - PREVIOUS INSPECTION NOTES AS STATED FROM GABE AND ED YOU NEED TO MAKE A SWALE LOWER ON THE RIGHT SIDE OF THIS PROPERTY THEN COME BACK UP TO JOINING PROPERTY SO WATER WILL NOT IMPACT THE LOT TO THE RIGHT. THE AREA IS FROM AC PAD TO THE BACK OF HOUSE THAT THIS NEEDS TO BE DONE. PLEASE FIX SO YOU CAN MOVE TO YOUR FINAL INSPECTIONS ASAP. | |||
| ROW - FINAL APRON (AFTER POUR) | 02/11/2025 | APPROVED | PFLANAGAN |
| Note: At the time of the inspection, all minimum city requirements were met. The builder's responsible for ensuring that nothing changes after this Inspection is approved. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 02/07/2025 | APPROVED | PFLANAGAN |
| Note: ** 01/30/25 BUILDER PLEASE DISREGARD PREVIOUS NOTES AS THEY WERE FROMA DIFFERENT INSPECTION ** ON YOUR RIGHT SIDE IN REAR YOUR FINAL SURVEY SHOWS YOUR WATER WILL NEGATIVELY IMPACT THE ADJACENT PROPERTY ** YOU NEED TO CREATE AN INSIDE SWALE THAT WILL BE AT LEAST .30 FROM THE BOTTOM TO THE TOP OF BERM. STARTING AT THE A/C UNIT TO THE REAR ** LEFT SIDE NEED TO LOWER HIGH SPOT IN THE AREA OF THE LEFT REAR CORNER ALONG PROPERTY LINE ** MET WITH SITE DEVELOPEMNT CONTRACTOR DISCUSSE WHAT IS NEED _________________________________________________________________________________________________________________ 1/29/2025 - PREVIOUS INSPECTION NOTES ** 01/29/25 AS DISCUSSED IN SITE MEET WITH BUILDER AND SITE DEVELOPMENT CONTRACTOR AN INSIDE SWALE WAS TO BE BUILT ON THE RIGHT SIDE FROM THE AREA OF THE METER BOX ON THE STRUCTURE GOING TO THE REAR CORNER OF STRUCTURE TO PREVENT YOUR WATER FROM NEGATIVELY IMPACTING THE ADJACENT PROPERTY. BUILDER NEEDS TO REMOVE SHRUBBERY ALONG WALL TO ACCOMADATE THE SWAL. ** YOUR FINAL SURVEY STILL SHOWS WATER WILL NEGATIVELY IMPACT THE ADJACENT PROPERTY INSPECTORS G. BERTOLA AND E. MADISON ON SITE YOU NEED TPO HAVE A POSITIVE FLOW OF WATER TO THE REAR ** 4) Positive fall is considered to be 0.10 of a foot every 20 feet. Section 300.01 D(4) V-17 ** The subject lots drainage must not negatively impact any adjacent property. (J) Land Development Code Technical Manual, Section 300.01 (A)(1)(C)(6) ** SEE ATTACHED PHOTOS GRADER NEEDED TO DO A COMMON SWALE ON THE INSIDE OF HIS LOT DUE TO GRADE HIGHER THAN HIS TO BE ABLE TO HAVE A 4:1 SLOPE TO JOIN HIS PROPERTY TO THE ADJACENT TO THE LEFT. | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 02/07/2025 | Disapproved - NO FEE | PFLANAGAN |
| Note: AS STATED FROM GABE AND ED YOU NEED TO MAKE A SWALE LOWER ON THE RIGHT SIDE OF THIS PROPERTY THEN COME BACK UP TO JOINING PROPERTY SO WATER WILL NOT IMPACT THE LOT TO THE RIGHT. THE AREA IS FROM AC PAD TO THE BACK OF HOUSE THAT THIS NEEDS TO BE DONE. PLEASE FIX SO YOU CAN MOVE TO YOUR FINAL INSPECTIONS ASAP. | |||
| ROW- PROJECT STATUS | 01/30/2025 | Status Check | EMADISON |
| Note: ** 01/30/25 BUILDER PLEASE DISREGARD PREVIOUS NOTES AS THEY WERE FROM A DIFFERENT INSPECTION THAT I INADVERTLY PUT ON YOUR FINAL SURVEY INSPECTION ** ON YOUR RIGHT SIDE IN REAR YOUR FINAL SURVEY SHOWS YOUR WATER WILL NEGATIVELY IMPACT THE ADJACENT PROPERTY ** YOU NEED TO CREATE AN INSIDE SWALE THAT WILL BE AT LEAST .30 FROM THE BOTTOM TO THE TOP OF BERM. STARTING AT THE A/C UNIT TO THE REAR ** LEFT SIDE NEED TO LOWER HIGH SPOT IN THE AREA OF THE LEFT REAR CORNER ALONG PROPERTY LINE ** MET WITH SITE DEVELOPEMNT CONTRACTOR DISCUSSE WHAT IS NEED _________________________________________________________________________________________________________________ | |||
| U-CROSS CONNECTION | 01/29/2025 | APPROVED - AS NOTED | LFITZGERALD |
| Note: reclai master backflow-no cross connection | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 01/29/2025 | Disapproved - NO FEE | EMADISON |
| Note: ** 01/29/25 AS DISCUSSED IN SITE MEET WITH BUILDER AND SITE DEVELOPMENT CONTRACTOR AN INSIDE SWALE WAS TO BE BUILT ON THE RIGHT SIDE FROM THE AREA OF THE METER BOX ON THE STRUCTURE GOING TO THE REAR CORNER OF STRUCTURE TO PREVENT YOUR WATER FROM NEGATIVELY IMPACTING THE ADJACENT PROPERTY. BUILDER NEEDS TO REMOVE SHRUBBERY ALONG WALL TO ACCOMADATE THE SWAL. ** YOUR FINAL SURVEY STILL SHOWS WATER WILL NEGATIVELY IMPACT THE ADJACENT PROPERTY INSPECTORS G. BERTOLA AND E. MADISON ON SITE YOU NEED TPO HAVE A POSITIVE FLOW OF WATER TO THE REAR ** 4) Positive fall is considered to be 0.10 of a foot every 20 feet. Section 300.01 D(4) V-17 ** The subject lots drainage must not negatively impact any adjacent property. (J) Land Development Code Technical Manual, Section 300.01 (A)(1)(C)(6) ** SEE ATTACHED PHOTOS GRADER NEEDED TO DO A COMMON SWALE ON THE INSIDE OF HIS LOT DUE TO GRADE HIGHER THAN HIS TO BE ABLE TO HAVE A 4:1 SLOPE TO JOIN HIS PROPERTY TO THE ADJACENT TO THE LEFT. | |||
| ELECTRIC - EARLY POWER | 01/03/2025 | APPROVED | HCAMACHO |
| Note: 12/31/2024 - PREVIOUS INSPECTION NOTES 1. Outlet in the Master is not safety off. NEC 110.27(A) 2. Please post address # before next inspection. FBCR 319.1 Inspector Notes from Inspection 2200 *** NOTES ADDED BY JSTEWART 10/28/2024 2:05:38 PM *** Please post address before next inspection. FBCR 319.1 | |||
| ELECTRIC - EARLY POWER | 12/31/2024 | Disapproved - NO FEE | HCAMACHO |
| Note: 1. Outlet in the Master is not safety off. NEC 110.27(A) 2. Please post address # before next inspection. FBCR 319.1 Inspector Notes from Inspection 2200 *** NOTES ADDED BY JSTEWART 10/28/2024 2:05:38 PM *** Please post address before next inspection. FBCR 319.1 | |||
| ROW- PRE-APRON (PRE-POUR) | 12/23/2024 | APPROVED | PFLANAGAN |
| Note: CORRECTIONS MADE READY FOR PAVERS --------------------------------------------------------------------------------------- 12/16/2024 - PREVIOUS INSPECTION NOTES ** 12/16/24 THE FOOTER ARE INCONSISTENT AND ARE AIN SOME AREAS 12 INCHES BELOW THE PAVER BASE. THE EDGE PAVERS CANNOT BE ADHERED TO THE FOOTER AS THEY ARE TOO DEEP ** SOME AREAS THE PAVER BASE APPEARS TO BE ONLY 2-3 INCHES THICK NEEDS TO BE A MINIMUM OF 4 INCHES ** NOTE AREAS DUG NEAR GARAGE ___________________________________________________________________________________________________________________ 12/11/2024 - PREVIOUS INSPECTION NOTES THE FOOTERS ALONG THE RIGHT SIDE OF DRIVE THERE ARE SOME AREAS THAT ARE GONE NEED TO REDUE THE FOOTERS ON RIGHT SIDE OF DRIVEWAY. -------------------------------------------------------------------------------- 11/7/2024 - PREVIOUS INSPECTION NOTES CORRECTIONS MADE READY TO POUR APRON AND PAVER RESTRAINTS ONLY. BEFORE NEXT PRE POUR ALL PAVER BASE NEEDS TO SPREAD AND COMPACTED TO CITY'S STANDARDS WITH NO PAVERS LAID AT THE TIME OF THE INSPECTION. ALL CONCRETE NEEDS TO BE A MINIMUM OF 3000PSI WITH FIBER OR WITH METAL MESH IN THE CONCRETE TO MEET ALL CITY'S STANDARDS. At the time of the inspection all minimum city requirements were met. It is the builders and the homowners responsibility to ensure that nothing changes after this Inspection is approved. It will not be on the city if any changes after this inspection. --------------------------------------------------------------------------------- 11/5/2024 - PREVIOUS INSPECTION NOTES 1) THE FORM BOARD FOR THE APRON HAS BEEN RAN OVER NEED TO FIX. 2) THE PAVER FOOTERS ARE COLLAPSED DUE TO SOMEONE RUNNING THROUGH THEM NEED TO RE-DIG | |||
| ROW- PRE-APRON (PRE-POUR) | 12/16/2024 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 12/16/24 THE FOOTER ARE INCONSISTENT AND ARE AIN SOME AREAS 12 INCHES BELOW THE PAVER BASE. THE EDGE PAVERS CANNOT BE ADHERED TO THE FOOTER AS THEY ARE TOO DEEP ** SOME AREAS THE PAVER BASE APPEARS TO BE ONLY 2-3 INCHES THICK NEEDS TO BE A MINIMUM OF 4 INCHES ** NOTE AREAS DUG NEAR GARAGE ___________________________________________________________________________________________________________________ 12/11/2024 - PREVIOUS INSPECTION NOTES THE FOOTERS ALONG THE RIGHT SIDE OF DRIVE THERE ARE SOME AREAS THAT ARE GONE NEED TO REDUE THE FOOTERS ON RIGHT SIDE OF DRIVEWAY. -------------------------------------------------------------------------------- 11/7/2024 - PREVIOUS INSPECTION NOTES CORRECTIONS MADE READY TO POUR APRON AND PAVER RESTRAINTS ONLY. BEFORE NEXT PRE POUR ALL PAVER BASE NEEDS TO SPREAD AND COMPACTED TO CITY'S STANDARDS WITH NO PAVERS LAID AT THE TIME OF THE INSPECTION. ALL CONCRETE NEEDS TO BE A MINIMUM OF 3000PSI WITH FIBER OR WITH METAL MESH IN THE CONCRETE TO MEET ALL CITY'S STANDARDS. At the time of the inspection all minimum city requirements were met. It is the builders and the homowners responsibility to ensure that nothing changes after this Inspection is approved. It will not be on the city if any changes after this inspection. --------------------------------------------------------------------------------- 11/5/2024 - PREVIOUS INSPECTION NOTES 1) THE FORM BOARD FOR THE APRON HAS BEEN RAN OVER NEED TO FIX. 2) THE PAVER FOOTERS ARE COLLAPSED DUE TO SOMEONE RUNNING THROUGH THEM NEED TO RE-DIG | |||
| ROW- PRE-APRON (PRE-POUR) | 12/11/2024 | Disapproved -FEE REQUIRED | PFLANAGAN |
| Note: THE FOOTERS ALONG THE RIGHT SIDE OF DRIVE THERE ARE SOME AREAS THAT ARE GONE NEED TO REDUE THE FOOTERS ON RIGHT SIDE OF DRIVEWAY. -------------------------------------------------------------------------------- 11/7/2024 - PREVIOUS INSPECTION NOTES CORRECTIONS MADE READY TO POUR APRON AND PAVER RESTRAINTS ONLY. BEFORE NEXT PRE POUR ALL PAVER BASE NEEDS TO SPREAD AND COMPACTED TO CITY'S STANDARDS WITH NO PAVERS LAID AT THE TIME OF THE INSPECTION. ALL CONCRETE NEEDS TO BE A MINIMUM OF 3000PSI WITH FIBER OR WITH METAL MESH IN THE CONCRETE TO MEET ALL CITY'S STANDARDS. At the time of the inspection all minimum city requirements were met. It is the builders and the homowners responsibility to ensure that nothing changes after this Inspection is approved. It will not be on the city if any changes after this inspection. --------------------------------------------------------------------------------- 11/5/2024 - PREVIOUS INSPECTION NOTES 1) THE FORM BOARD FOR THE APRON HAS BEEN RAN OVER NEED TO FIX. 2) THE PAVER FOOTERS ARE COLLAPSED DUE TO SOMEONE RUNNING THROUGH THEM NEED TO RE-DIG | |||
| ROW- PAVER RESTRAINTS | 11/07/2024 | APPROVED | PFLANAGAN |
| Note: ALL CONCRETE NEEDS TO BE A MINIMUM OF 3000PSI WITH FIBER OR WITH METAL MESH IN THE CONCRETE TO MEET ALL CITY'S STANDARDS. At the time of the inspection all minimum city requirements were met. It is the builders and the homowners responsibility to ensure that nothing changes after this Inspection is approved. It will not be on the city if any changes after this inspection. | |||
| ROW- PRE-APRON (PRE-POUR) | 11/07/2024 | PARTIALLY APPROVED | PFLANAGAN |
| Note: CORRECTIONS MADE READY TO POUR APRON AND PAVER RESTRAINTS ONLY. BEFORE NEXT PRE POUR ALL PAVER BASE NEEDS TO SPREAD AND COMPACTED TO CITY'S STANDARDS WITH NO PAVERS LAID AT THE TIME OF THE INSPECTION. ALL CONCRETE NEEDS TO BE A MINIMUM OF 3000PSI WITH FIBER OR WITH METAL MESH IN THE CONCRETE TO MEET ALL CITY'S STANDARDS. At the time of the inspection all minimum city requirements were met. It is the builders and the homowners responsibility to ensure that nothing changes after this Inspection is approved. It will not be on the city if any changes after this inspection. --------------------------------------------------------------------------------- 11/5/2024 - PREVIOUS INSPECTION NOTES 1) THE FORM BOARD FOR THE APRON HAS BEEN RAN OVER NEED TO FIX. 2) THE PAVER FOOTERS ARE COLLAPSED DUE TO SOMEONE RUNNING THROUGH THEM NEED TO RE-DIG | |||
| ROW- PRE-APRON (PRE-POUR) | 11/05/2024 | Disapproved -FEE REQUIRED | PFLANAGAN |
| Note: 1) THE FORM BOARD FOR THE APRON HAS BEEN RAN OVER NEED TO FIX. 2) THE PAVER FOOTERS ARE COLLAPSED DUE TO SOMEONE RUNNING THROUGH THEM NEED TO RE-DIG | |||
| INSULATION | 11/04/2024 | APPROVED | HCAMACHO |
| Note: 10/31/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY JSTEWART 10/31/2024 1:38:38 PM *** Previous Note not rectified....FBC [A]107.4 (Please install Mechanical fastener at all Bath exhaust assembly to Duct. FBCR M1601.4.1) 1. Please install more depth markers. FBC EC R303.1.1.2.1 2. Please seal 2 location in garage at wall penetrations. 3. Please FS TP penetration left of garage to house door at Switch. Inspector Notes from Inspection 2420 *** NOTES ADDED BY JSTEWART 10/29/2024 11:02:16 AM *** Please install breaker panel chase for protection of wireing. Please install Mechanical fastener at all Bath exhaust assembly to Duct. FBCR M1601.4.1 will check at next inspection. | |||
| INSULATION | 10/31/2024 | Disapproved -FEE REQUIRED | JSTEWART |
| Note: *** NOTES ADDED BY JSTEWART 10/31/2024 1:38:38 PM *** Previous Note not rectified....FBC [A]107.4 (Please install Mechanical fastener at all Bath exhaust assembly to Duct. FBCR M1601.4.1) 1. Please install more depth markers. FBC EC R303.1.1.2.1 2. Please seal 2 location in garage at wall penetrations. 3. Please FS TP penetration left of garage to house door at Switch. Inspector Notes from Inspection 2420 *** NOTES ADDED BY JSTEWART 10/29/2024 11:02:16 AM *** Please install breaker panel chase for protection of wireing. Please install Mechanical fastener at all Bath exhaust assembly to Duct. FBCR M1601.4.1 will check at next inspection. | |||
| ALL ROUGH | 10/29/2024 | APPROVED - AS NOTED | JSTEWART |
| Note: *** NOTES ADDED BY JSTEWART 10/29/2024 11:02:16 AM *** Please install breaker panel chase for protection of wireing. Please install Mechanical fastener at all Bath exhaust assembly to Duct. FBCR M1601.4.1 will check at next inspection. | |||
| ELECTRIC-TUG | 10/28/2024 | APPROVED - AS NOTED | JSTEWART |
| Note: *** NOTES ADDED BY JSTEWART 10/28/2024 2:05:38 PM *** Please post address before next inspection. FBCR 319.1 | |||
| LATH/BRICK/ WATER BARRIER | 09/20/2024 | APPROVED | FWILLIS |
| GRAVITY SEWER TEST | 09/10/2024 | APPROVED - AS NOTED | MGIBSON |
| Note: Inspector Notes from Inspection 2060 WATER SERVICE NOT RAN YET THIS WAS A VIRTUAL INSPECTION | |||
| SEWER TIE IN | 09/10/2024 | APPROVED - AS NOTED | MGIBSON |
| Note: Inspector Notes from Inspection 2060 WATER SERVICE NOT RAN YET THIS WAS A VIRTUAL INSPECTION | |||
| ROOF VALLEY & METAL | 08/30/2024 | APPROVED | FWILLIS |
| WALL SHEATHING | 08/23/2024 | APPROVED | FWILLIS |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 08/23/2024 | APPROVED | FWILLIS |
| TIE BEAM / LINTEL | 08/14/2024 | APPROVED | FWILLIS |
| FOUND SURVEY APPROVED (OFFICE) | 08/06/2024 | APPROVED | TBAKER |
| MONOLITHIC SLAB | 07/29/2024 | APPROVED | FWILLIS |
| WATER METER INSTALLATION REQUEST | 07/24/2024 | APPROVED | CBOWERMASTER |
| PLUMBING 1ST ROUGH UNDERGROUND | 07/23/2024 | APPROVED - AS NOTED | MGIBSON |
| Note: WATER SERVICE NOT RAN YET |
Review History
| Department | Status | Date In | Date Out |
| MECH | COMPLETE | 12/16/2024 | 12/18/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| MECH | HOLD | 12/12/2024 | 12/16/2024 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Energy Calcs need to be signed by the owner/ owner agent below the preparer per R103.1.1.2 FBC Energy Conservation 2023 8Th edition | |||
| ENGIN1 | COMPLETE | 08/05/2024 | 08/06/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 08/05/2024 | 08/05/2024 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 06/11/2024 | 06/14/2024 |
| Note: Released By: JOHN HOWARD - - JHOWARD@PALMCOASTGOV.COM Held By: SINA VEDADI MOGHADAM - (386)986-2569 - SVEDADIMOGHADAM@PALMCOASTGOV.COM 1- On the right side of the property adjacent to lot 293, please revise or clarify the grading from the middle of the property line to the front of the property, as both points currently show 33.5'. 2- There is a low existing point (34.7) between two high points (35.0 , 34.8) on the left side of the property adjacent to Lot 295, so please provide more proposed elevations or clarify the grading from the middle of the property line to the front of the property. | |||
| ENGIN1 | COMPLETE | 06/11/2024 | 06/11/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 06/11/2024 | 06/11/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 05/28/2024 | 06/06/2024 |
| Note: Held By: SINA VEDADI MOGHADAM - (386)986-2569 - SVEDADIMOGHADAM@PALMCOASTGOV.COM 1- On the right side of the property adjacent to lot 293, please revise or clarify the grading from the middle of the property line to the front of the property, as both points currently show 33.5'. 2- There is a low existing point (34.7) between two high points (35.0 , 34.8) on the left side of the property adjacent to Lot 295, so please provide more proposed elevations or clarify the grading from the middle of the property line to the front of the property. | |||
| ELEC | COMPLETE | 05/21/2024 | 05/28/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| URB | COMPLETE | 04/02/2024 | 04/03/2024 |
| Note: Released By: JOHN BEAUDET - (386)986-2456 - JBEAUDET@PALMCOASTGOV.COM | |||
| BADMIN | COMPLETE | 04/01/2024 | 04/05/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 04/01/2024 | 04/03/2024 |
| Note: Released By: JPI | |||
| CUSVC | COMPLETE | 04/01/2024 | 04/04/2024 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ELEC | HOLD | 04/01/2024 | 04/05/2024 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. DW outlet can not be located behind the DW. NEC 2020 422.16 2. Electrical riser diagram needs to include the surge protector. NEC 2020 230.67 | |||
| ENGIN1 | COMPLETE | 04/01/2024 | 04/01/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 04/01/2024 | 04/05/2024 |
| LOCATE | COMPLETE | 04/01/2024 | 04/08/2024 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 04/01/2024 | 04/04/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 04/01/2024 | 04/08/2024 |
| Note: Held By: SINA VEDADI MOGHADAM - (386)986-2569 - SVEDADIMOGHADAM@PALMCOASTGOV.COM The common boundary elevation with lot 295 appears to be 2-3 feet off. There is probably a problem with the benchmark elevation. The adjacent lot 295 reported the benchmark elevation at 34.05 in 1988 Datum. Additionally, the city survey crew reported the benchmark elevation as 33.79 in 1988. Although I understand the elevations will differ slightly, your survey indicates that the benchmark elevation in 1929 is 32.02 (30.99 in 1988). Could you please check your survey. | |||
| ZON | COMPLETE | 04/01/2024 | 04/02/2024 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@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 | 02/13/2025 |
| SW ENG REINSPECTION 30 | ¤30.00 | 02/13/2025 |
| SW ENG REINSPECTION 30 | ¤30.00 | 02/13/2025 |
| SW ENG - REVIEW 20 | ¤20.00 | 06/20/2024 |
| SW ENG RES REVIEW 200 | ¤200.00 | 06/20/2024 |
| SEWER INSPECTION | ¤25.00 | 06/20/2024 |
| SITE PLAN 30 | ¤30.00 | 06/20/2024 |
| WATER-METER | ¤514.49 | 06/20/2024 |
| ADJUSTMENT 50% | (¤955.75) | 06/20/2024 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 06/20/2024 |
| INSPECTION - RESIDENTIAL | ¤1,465.75 | 06/20/2024 |
| PLAN REVIEW - RESIDENTIAL | ¤415.74 | 06/20/2024 |
| CONNECTION FEES | ¤25.00 | 06/20/2024 |
| FC IMPACT FEE EMS | ¤62.00 | 06/20/2024 |
| IMPACT FEE FIRE | ¤428.09 | 06/20/2024 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 06/20/2024 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 06/20/2024 |
| IMPACT FEE PARKS | ¤1,800.99 | 06/20/2024 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 06/20/2024 |
| IMPACT FEE TRANSPORTATION | ¤3,404.00 | 06/20/2024 |
| SURCHARGE FS 533.721 | ¤9.56 | 06/20/2024 |
| SURCHARGE - FS 468.631 | ¤14.34 | 06/20/2024 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 06/20/2024 |
| SW ENG INSPECTION 80 | ¤80.00 | 06/20/2024 |
| SW ENG PRE APRON | ¤30.00 | 06/20/2024 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤13,655.21 |