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Permit #2023070452
Permit Details
Status: COED
| Parcel Id: 07-11-31-7060-00300-0110 |
| CONDITIONED SPACE: 1500 sqft |
| GARAGE: 396 sqft |
| OPENED PORCH (WITH ROOF) : 112 sqft |
| Total Square Footage: 2008 sqft |
| Block: 00300 |
| Subdivision: 2200 - SECTION 60-SEMINOLE PARK |
| Job Phone: 202-494-2019 |
| Location Address: 70 SLOGANEER TR |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 08/01/2023 |
| NOC: RECORDED |
| Applicant name: GARY ANDREW FISCHER |
| Owner: INB FUND 2 LLC |
|
Address 3670 MAGUIRE BOULEVARD SUITE 220 ORLANDO, FL 32803 |
| Lot: 0110 |
| Contracted Stated Job Value: ¤150,000.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
INB HOMES
| Status | Location Address | Mailing Address | State License Number | Phone |
| ACTIVE |
3670 MAGUIRE BLVD ORLANDO, FL 32803 |
SUITE 210 ORLANDO, FL 32803 |
CGC048746 (Exp: 08/31/2026) | 407-476-8195 |
Sub Contractors
HEATH EDWARD SANFORD
| Status | Location Address | State License Number | Phone |
| ACTIVE |
126 EAST END RD SAN MATEO, FL 32187 |
CFC1429896 (Exp: 08/31/2026) | 386-871-8823 |
ROBERT MICHAEL RENNER
| Status | Location Address | State License Number | Phone |
| ACTIVE |
531 CODISCO WAY SANFORD, FL 32771 |
CAC051477 (Exp: 08/31/2026) | 407-333-2665 |
TERRY BRICE DICKERSON
| Status | Location Address | State License Number | Phone |
| ACTIVE |
4300 ST JOHN'S PARKWAY ALPHARETTA, GA 30009 |
CCC1326209 (Exp: 08/31/2026) | 407-548-6733 |
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 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 03/21/2024 | FINAL APPROVED | BTAYLOR |
| Note: 3/20/2024 - PREVIOUS INSPECTION NOTES 3-20-24 1. No Address. | |||
| BLD - BUILDING FINAL | 03/20/2024 | CANCELLED BY APPLICANT | WEB |
| BLD - BUILDING FINAL | 03/20/2024 | Disapproved - NO FEE | BTAYLOR |
| Note: 3-20-24 1. No Address. | |||
| BLD - BUILDING FINAL | 03/19/2024 | CANCELLED BY APPLICANT | WEB |
| ROW - STORMWATER FINAL | 03/18/2024 | APPROVED | TPOLACEK |
| Note: 03/18/24 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 --------------------------------------------------------------------------------------------------------------------- 3/13/2024 - PREVIOUS INSPECTION NOTES 1) ALL DIRT NEED TO BE CLEANED OUT OF CULVERT PIPE 2) NEED TO HAVE THE SOD OFF THE ADJACENT FENCE 3) NEED TO PICK UP ALL TRASH AND CONSTRUCTION DEBRIS FROM YOUR LOT AND THE RESERVE PARCEL BEHIND YOURS | |||
| U -UTILITY RESIDENTIAL FINAL | 03/13/2024 | FINAL APPROVED | JHARDING |
| U-CROSS CONNECTION | 03/13/2024 | APPROVED - AS NOTED | JHARDING |
| Note: No irrigation, no cross connections. | |||
| ROW - FINAL APRON (AFTER POUR) | 03/13/2024 | APPROVED | PFLANAGAN |
| Note: 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. | |||
| ROW - STORMWATER FINAL | 03/13/2024 | Disapproved -FEE REQUIRED | PFLANAGAN |
| Note: 1) ALL DIRT NEED TO BE CLEANED OUT OF CULVERT PIPE 2) NEED TO HAVE THE SOD OFF THE ADJACENT FENCE 3) NEED TO PICK UP ALL TRASH AND CONSTRUCTION DEBRIS FROM YOUR LOT AND THE RESERVE PARCEL BEHIND YOURS | |||
| BLD - BUILDING FINAL | 03/13/2024 | CANCELLED BY APPLICANT | WEB |
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 03/11/2024 | APPROVED - AS NOTED | PFLANAGAN |
| Note: CULVERT WAS CHECKED BY ROBERT GROSS AND STATES THAT IS WORKS IN THE FIELD SO PASSING AS NOTED. ------------------------------------------------------------------------------- 2/26/2024 - PREVIOUS INSPECTION NOTES 2/26/24 CULVERT PIPE IS OUT OF TOLERANCE FROM THE SWALE PLAN DIAGRAM ON THIS SURVEY. NEED TO RECHECK PIPE ELEVATIONS TO DETERMINE IF THEY ARE WITHIN .10 TOLERANCE AS REQUIRED BY THE SWALE PLAN DIAGRAM. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 1/24/24 PIPE IS OK, 2 HUNDRETHS OOT (23.48-23.36) BUT POSITIVE DRAINAGE FLOW TO CULVERT PIPE AT INTERSECTION OF SLOGANEER AND SHIRLEY AT 3.32 SO THERE WILL STILL BE SOME FALL. APPROVING THIS AS NOTED, IF ANYTHING CHANGES DURING POUR IT COULD AFFECT DRAINAGE. CONTRACTOR BE AWARE. 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 IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. 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. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. _________________________________________________________________________________________________________________________ 1/22/2024 - PREVIOUS INSPECTION NOTES 1/22/24 SITE NOT READY FOR PREPOUR INSPECTION. SHOT PIPE, IT IS OK AT THIS TIME.. CONTRACTORS RESPONSIBILTY TO RECHECK IT AS IT COULD CHAGE WHILE PREPPING SITE. WILL RECHECK WHEN IT IS READY TO INSPECT. PHOTO ENCLOSED FOR REFERENCE. ________________________________________________________________________________________________________________________ 1/18/2024 - PREVIOUS INSPECTION NOTES 1/18/24 CULVERT PIPE IS OUT OF TOLERANCE AND ALSO BACKPITCHED TO THE SWALE PLAN DIAGRAM. PLEASE CHECK YOUR ELEVATINS AND RESET PIPE TO WITHIN SWALE PLAN DIAGRAM TOLERANCE. I AM NOT GOING TO FEE YOU FOR TODAYS INSPECTION. PLEASE MAKE CORRECTIONS. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place Culvert cannot flow more than a tenth in the right direction Sec.300.01c3 Sec 300.01c3 The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow nor shall it be sloped more than 0.10 feet in the direction of the drainage flow. ________________________________________________________________________________________________________________________ 1/16/2024 - PREVIOUS INSPECTION NOTES 1/16/24 DIRT WASHED INTO MITERED END FOOTERS, SEVERAL WASHOUTS AT ROW THAT NEED TO BE REFILLED, COMPACTED AND GRADED. SEE PHOTOS FOR REFERENCE | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 03/11/2024 | APPROVED | PFLANAGAN |
| Note: 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. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 02/26/2024 | Disapproved - NO FEE | FSLADISH |
| Note: 2/26/24 CULVERT PIPE IS OUT OF TOLERANCE FROM THE SWALE PLAN DIAGRAM ON THIS SURVEY. NEED TO RECHECK PIPE ELEVATIONS TO DETERMINE IF THEY ARE WITHIN .10 TOLERANCE AS REQUIRED BY THE SWALE PLAN DIAGRAM. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 1/24/24 PIPE IS OK, 2 HUNDRETHS OOT (23.48-23.36) BUT POSITIVE DRAINAGE FLOW TO CULVERT PIPE AT INTERSECTION OF SLOGANEER AND SHIRLEY AT 3.32 SO THERE WILL STILL BE SOME FALL. APPROVING THIS AS NOTED, IF ANYTHING CHANGES DURING POUR IT COULD AFFECT DRAINAGE. CONTRACTOR BE AWARE. 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 IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. 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. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. _________________________________________________________________________________________________________________________ 1/22/2024 - PREVIOUS INSPECTION NOTES 1/22/24 SITE NOT READY FOR PREPOUR INSPECTION. SHOT PIPE, IT IS OK AT THIS TIME.. CONTRACTORS RESPONSIBILTY TO RECHECK IT AS IT COULD CHAGE WHILE PREPPING SITE. WILL RECHECK WHEN IT IS READY TO INSPECT. PHOTO ENCLOSED FOR REFERENCE. ________________________________________________________________________________________________________________________ 1/18/2024 - PREVIOUS INSPECTION NOTES 1/18/24 CULVERT PIPE IS OUT OF TOLERANCE AND ALSO BACKPITCHED TO THE SWALE PLAN DIAGRAM. PLEASE CHECK YOUR ELEVATINS AND RESET PIPE TO WITHIN SWALE PLAN DIAGRAM TOLERANCE. I AM NOT GOING TO FEE YOU FOR TODAYS INSPECTION. PLEASE MAKE CORRECTIONS. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place Culvert cannot flow more than a tenth in the right direction Sec.300.01c3 Sec 300.01c3 The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow nor shall it be sloped more than 0.10 feet in the direction of the drainage flow. ________________________________________________________________________________________________________________________ 1/16/2024 - PREVIOUS INSPECTION NOTES 1/16/24 DIRT WASHED INTO MITERED END FOOTERS, SEVERAL WASHOUTS AT ROW THAT NEED TO BE REFILLED, COMPACTED AND GRADED. SEE PHOTOS FOR REFERENCE | |||
| U - SEWER TIE IN | 01/29/2024 | APPROVED | MGIBSON |
| GRAVITY SEWER TEST | 01/29/2024 | APPROVED | MGIBSON |
| ROW- PRE-APRON (PRE-POUR) | 01/24/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 1/24/24 PIPE IS OK, 2 HUNDRETHS OOT (23.48-23.36) BUT POSITIVE DRAINAGE FLOW TO CULVERT PIPE AT INTERSECTION OF SLOGANEER AND SHIRLEY AT 3.32 SO THERE WILL STILL BE SOME FALL. APPROVING THIS AS NOTED, IF ANYTHING CHANGES DURING POUR IT COULD AFFECT DRAINAGE. CONTRACTOR BE AWARE. 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 IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. 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. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. _________________________________________________________________________________________________________________________ 1/22/2024 - PREVIOUS INSPECTION NOTES 1/22/24 SITE NOT READY FOR PREPOUR INSPECTION. SHOT PIPE, IT IS OK AT THIS TIME.. CONTRACTORS RESPONSIBILTY TO RECHECK IT AS IT COULD CHAGE WHILE PREPPING SITE. WILL RECHECK WHEN IT IS READY TO INSPECT. PHOTO ENCLOSED FOR REFERENCE. ________________________________________________________________________________________________________________________ 1/18/2024 - PREVIOUS INSPECTION NOTES 1/18/24 CULVERT PIPE IS OUT OF TOLERANCE AND ALSO BACKPITCHED TO THE SWALE PLAN DIAGRAM. PLEASE CHECK YOUR ELEVATINS AND RESET PIPE TO WITHIN SWALE PLAN DIAGRAM TOLERANCE. I AM NOT GOING TO FEE YOU FOR TODAYS INSPECTION. PLEASE MAKE CORRECTIONS. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place Culvert cannot flow more than a tenth in the right direction Sec.300.01c3 Sec 300.01c3 The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow nor shall it be sloped more than 0.10 feet in the direction of the drainage flow. ________________________________________________________________________________________________________________________ 1/16/2024 - PREVIOUS INSPECTION NOTES 1/16/24 DIRT WASHED INTO MITERED END FOOTERS, SEVERAL WASHOUTS AT ROW THAT NEED TO BE REFILLED, COMPACTED AND GRADED. SEE PHOTOS FOR REFERENCE | |||
| ROW- PRE-APRON (PRE-POUR) | 01/22/2024 | Disapproved -FEE REQUIRED | FSLADISH |
| Note: 1/22/24 SITE NOT READY FOR PREPOUR INSPECTION. SHOT PIPE, IT IS OK AT THIS TIME.. CONTRACTORS RESPONSIBILTY TO RECHECK IT AS IT COULD CHAGE WHILE PREPPING SITE. WILL RECHECK WHEN IT IS READY TO INSPECT. PHOTO ENCLOSED FOR REFERENCE. ________________________________________________________________________________________________________________________ 1/18/2024 - PREVIOUS INSPECTION NOTES 1/18/24 CULVERT PIPE IS OUT OF TOLERANCE AND ALSO BACKPITCHED TO THE SWALE PLAN DIAGRAM. PLEASE CHECK YOUR ELEVATINS AND RESET PIPE TO WITHIN SWALE PLAN DIAGRAM TOLERANCE. I AM NOT GOING TO FEE YOU FOR TODAYS INSPECTION. PLEASE MAKE CORRECTIONS. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place Culvert cannot flow more than a tenth in the right direction Sec.300.01c3 Sec 300.01c3 The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow nor shall it be sloped more than 0.10 feet in the direction of the drainage flow. ________________________________________________________________________________________________________________________ 1/16/2024 - PREVIOUS INSPECTION NOTES 1/16/24 DIRT WASHED INTO MITERED END FOOTERS, SEVERAL WASHOUTS AT ROW THAT NEED TO BE REFILLED, COMPACTED AND GRADED. SEE PHOTOS FOR REFERENCE | |||
| ELECTRIC - EARLY POWER | 01/22/2024 | APPROVED - AS NOTED | BTAYLOR |
| Note: Inspector Notes from Inspection 2200 11/28/2023 - PREVIOUS INSPECTION NOTES 11-28-23 1. Pipe is not glued. 12-12-23 1.Emailed FPL at 11:52. 1-22-24 1. Emailed FPL at 10:55. | |||
| ROW- PRE-APRON (PRE-POUR) | 01/18/2024 | Disapproved - NO FEE | FSLADISH |
| Note: 1/18/24 CULVERT PIPE IS OUT OF TOLERANCE AND ALSO BACKPITCHED TO THE SWALE PLAN DIAGRAM. PLEASE CHECK YOUR ELEVATINS AND RESET PIPE TO WITHIN SWALE PLAN DIAGRAM TOLERANCE. I AM NOT GOING TO FEE YOU FOR TODAYS INSPECTION. PLEASE MAKE CORRECTIONS. Culvert Out of Tolerence Swale Plan #1 Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City StormwaterEngineer). The finished swale elevation is with sod in place Culvert cannot flow more than a tenth in the right direction Sec.300.01c3 Sec 300.01c3 The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow nor shall it be sloped more than 0.10 feet in the direction of the drainage flow. ________________________________________________________________________________________________________________________ 1/16/2024 - PREVIOUS INSPECTION NOTES 1/16/24 DIRT WASHED INTO MITERED END FOOTERS, SEVERAL WASHOUTS AT ROW THAT NEED TO BE REFILLED, COMPACTED AND GRADED. SEE PHOTOS FOR REFERENCE | |||
| ROW- PRE-APRON (PRE-POUR) | 01/16/2024 | Disapproved -FEE REQUIRED | FSLADISH |
| Note: 1/16/24 DIRT WASHED INTO MITERED END FOOTERS, SEVERAL WASHOUTS AT ROW THAT NEED TO BE REFILLED, COMPACTED AND GRADED. SEE PHOTOS FOR REFERENCE | |||
| PEP TANK INSTALLATION REQUEST | 12/28/2023 | APPROVED | TCHURCHILL |
| INSULATION | 12/19/2023 | APPROVED | BTAYLOR |
| LATH/BRICK/ WATER BARRIER | 12/18/2023 | APPROVED | BTAYLOR |
| ALL ROUGH | 12/13/2023 | APPROVED | BTAYLOR |
| ELECTRIC-TUG | 12/12/2023 | APPROVED - AS NOTED | BTAYLOR |
| Note: 11/28/2023 - PREVIOUS INSPECTION NOTES 11-28-23 1. Pipe is not glued. 12-12-23 1.Emailed FPL at 11:52. | |||
| GRAVITY SEWER TEST | 12/08/2023 | CANCELLED BY APPLICANT | WEB |
| U - SEWER TIE IN | 12/08/2023 | CANCELLED BY APPLICANT | WEB |
| ELECTRIC-TUG | 11/28/2023 | Disapproved - NO FEE | BTAYLOR |
| Note: 11-28-23 1. Pipe is not glued. | |||
| ROOF VALLEY & METAL | 11/21/2023 | APPROVED | BTAYLOR |
| WALL SHEATHING | 11/16/2023 | APPROVED | BTAYLOR |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 11/16/2023 | APPROVED | BTAYLOR |
| TIE BEAM / LINTEL | 11/07/2023 | APPROVED | BTAYLOR |
| FOUND SURVEY APPROVED (OFFICE) | 11/02/2023 | APPROVED | TDOAK |
| MONOLITHIC SLAB | 10/19/2023 | APPROVED | BTAYLOR |
| PLUMBING 1ST ROUGH UNDERGROUND | 10/18/2023 | APPROVED | MGIBSON |
| WATER METER INSTALLATION REQUEST | 09/06/2023 | APPROVED | CBOWERMASTER |
Review History
| Department | Status | Date In | Date Out |
| MECH | COMPLETE | 02/26/2024 | 02/28/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 11/02/2023 | 11/02/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 11/02/2023 | 11/02/2023 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| ENGIN1 | HOLD | 10/23/2023 | 10/23/2023 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Formboard survey is unacceptable as foundation survey. Please submit foundation survey showing location, dimensions and elevation of finished concrete foundation/slab. | |||
| SW1 | COMPLETE | 10/23/2023 | 10/30/2023 |
| Note: Released By: JEFF CREWS - - JCREWS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 10/23/2023 | 10/23/2023 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 07/18/2023 | 07/24/2023 |
| Note: Released By: JPI | |||
| BLD | HOLD | 07/12/2023 | 07/16/2023 |
| Note: Held By: JPI 1. Product 25103.2 R1 has been applied for but is not approved based on a DBPR inquiry. Please select a different product. | |||
| CUSVC | COMPLETE | 07/12/2023 | 07/12/2023 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 07/12/2023 | 07/14/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 07/12/2023 | 07/12/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 07/12/2023 | 07/13/2023 |
| LOCATE | COMPLETE | 07/12/2023 | 07/13/2023 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 07/12/2023 | 07/14/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 07/12/2023 | 07/18/2023 |
| Note: Released By: GABRIEL BERTOLA - (386)986-7660 - GBERTOLA@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 07/12/2023 | 07/12/2023 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| BADMIN | COMPLETE | 07/12/2023 | 07/17/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 07/12/2023 | 08/18/2023 |
| 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 |
| PLAN REVIEW - REVISION | ¤32.50 | 03/15/2024 |
| SW ENG REINSPECTION 20 | ¤20.00 | 03/15/2024 |
| SW ENG REINSPECTION 30 | ¤30.00 | 03/15/2024 |
| SW ENG REINSPECTION 30 | ¤30.00 | 03/15/2024 |
| SW ENG - REVIEW 20 | ¤20.00 | 08/01/2023 |
| SW ENG RES REVIEW 200 | ¤200.00 | 08/01/2023 |
| TRANS IMPACT FEE ADMIN | ¤54.36 | 08/01/2023 |
| TRANS IMPACT FEE ADMIN | (¤54.36) | 08/01/2023 |
| SEWER CREDIT | (¤1,450.04) | 08/01/2023 |
| SEWER INSPECTION | ¤25.00 | 08/01/2023 |
| SEWER CAPITAL FACILITY | ¤5,344.82 | 08/01/2023 |
| WATER CAPITAL FACILITY FEE | ¤3,923.88 | 08/01/2023 |
| SITE PLAN 30 | ¤30.00 | 08/01/2023 |
| WATER- TURN ON | ¤25.00 | 08/01/2023 |
| ADJUSTMENT 50% | (¤345.06) | 08/01/2023 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 08/01/2023 |
| INSPECTION - RESIDENTIAL | ¤514.25 | 08/01/2023 |
| PLAN REVIEW - RESIDENTIAL | ¤145.86 | 08/01/2023 |
| CONNECTION FEES | ¤1,166.26 | 08/01/2023 |
| FIRE IMPACT FEE ADMIN | ¤12.62 | 08/01/2023 |
| FIRE IMPACT FEE ADMIN | (¤12.62) | 08/01/2023 |
| FC IMPACT FEE EMS | ¤62.00 | 08/01/2023 |
| IMPACT FEE FIRE | ¤420.52 | 08/01/2023 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 08/01/2023 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 08/01/2023 |
| IMPACT FEE PARKS | ¤1,769.15 | 08/01/2023 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 08/01/2023 |
| IMPACT FEE TRANSPORTATION | ¤1,812.00 | 08/01/2023 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 08/01/2023 |
| PARKS IMPACT FEE ADMIN | ¤53.07 | 08/01/2023 |
| PARKS IMPACT FEE ADMIN | (¤53.07) | 08/01/2023 |
| SURCHARGE FS 533.721 | ¤3.45 | 08/01/2023 |
| SURCHARGE - FS 468.631 | ¤5.18 | 08/01/2023 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 08/01/2023 |
| SW ENG INSPECTION 80 | ¤80.00 | 08/01/2023 |
| SW ENG PRE APRON | ¤30.00 | 08/01/2023 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤19,905.77 |