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Permit #2024050423
Permit Details
Status: COED
| Parcel Id: 07-11-31-7033-00480-0310 |
| CONDITIONED SPACE: 1574 sqft |
| GARAGE: 402 sqft |
| OPENED PORCH (WITH ROOF) : 31 sqft |
| OPENED PORCH (WITH ROOF) : 54 sqft |
| Total Square Footage: 2061 sqft |
| Block: 00480 |
| Subdivision: - |
| Job Phone: 904-531-5923 |
| Location Address: 25 RENN LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 05/31/2024 |
| NOC: RECORDED |
| Applicant name: TAVARIS JEROME DAVIS |
| Owner: BRIGHTLAND HOMES OF FLORIDA LLC |
|
Address 15725 N DALLAS PARKWAY ADDISON, TX 75001 |
|
Address SUITE 300 ADDISON, TX 75001 |
| Lot: 0310 |
| Contracted Stated Job Value: ¤250,000.00 |
| Job Description: Single Family Residence |
| Type: CN |
Contractor
BRIGHTLAND HOMES OF FLORIDA, LLC
| Status | Location Address | Mailing Address | State License Number | Phone |
| ACTIVE |
3505 EAST FRONTAGE RD ADDISON, TX 75001 |
STE 145 TAMPA, FL 33607 |
CBC1267320 (Exp: 08/31/2026) | 904-531-5923 |
Sub Contractors
OLIN MARSHALL CANNON
| Status | Location Address | State License Number | Phone |
| INACTIVE |
1794 ROGERO RD #2 JACKSONVILLE, FL 32211 |
CFC1426140 (Exp: 08/31/2026) | 904-343-4344 |
DUSTIN L ESTEP
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
2041 N HIAWASSEE RD APOPKA, FL 32703 |
CCC1330971 (Exp: 08/31/2026) | 407-702-0206 | 352-988-6629 |
LARRY LAVON TURNAGE
| Status | Location Address | State License Number | Phone |
| CANCEL |
531 CODISCO WAY SANFORD, FL 32771 |
CMC1249777 (Exp: 08/31/2024) | 407-333-2665 |
JAMES M GREENSLADE
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
311 S BAY ST BUNNELL, FL 32110 |
EC13006083 (Exp: 08/31/2026) | 386-263-2960 | 386-263-2980 |
Inspection History
| Type | Request Date | Result | Inspector |
| SEWER TIE IN | 01/21/2025 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| BLD - BUILDING FINAL | 01/21/2025 | Approval - Private Provider | PPROVIDER |
| U -UTILITY RESIDENTIAL FINAL | 01/21/2025 | FINAL APPROVED | LFITZGERALD |
| Note: 1/16/2025 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY LFITZGERALD 1/16/2025 10:48:48 AM *** pep pumpsneeded in tank-utility informed/locate 8in plastic ball valve container next to tank area | |||
| ROW - STORMWATER FINAL | 01/16/2025 | APPROVED - AS NOTED | TPOLACEK |
| Note: 01/16/25 TPOLACEK*** THERE IS A SMALL AMOUNT OF TRASH AND DEBRIS IN DRIVEWAY ,BACK YARD AND SWALE THAT MUST BE CLEANED UP. I WILL APPROVE INSPECTION AS NOTED 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 | |||
| U -UTILITY RESIDENTIAL FINAL | 01/16/2025 | Disapproved - NO FEE | LFITZGERALD |
| Note: *** NOTES ADDED BY LFITZGERALD 1/16/2025 10:48:48 AM *** pep pumpsneeded in tank-utility informed/locate 8in plastic ball valve container next to tank area | |||
| U-CROSS CONNECTION | 01/16/2025 | APPROVED - AS NOTED | LFITZGERALD |
| Note: *** NOTES ADDED BY LFITZGERALD 1/16/2025 10:41:51 AM *** no irrigation-no cross connection | |||
| ROW - FINAL APRON (AFTER POUR) | 01/16/2025 | 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. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 01/15/2025 | APPROVED | TPOLACEK |
| Note: 12/27/2024 - PREVIOUS INSPECTION NOTES 12/27/24 TPOLACEK*** FINAL SURVEY INDICATES THE CULVERT IS SET 1' BELOW THE PROPERTY TO THE RIGHT AND 2' BELOW THE PROPERTY TO THE LEFT. PLEASE HAVE SURVEY COMPANY DOUBLE CHECK THESE ELEVATIONS. ACCORDING TO THE SURVEY YOUR CULVERT IS ALSO BACKPITCHED BY .04 THEREFOR THE SURVEY WILL NOT BE APPROVED AND SHOTS WILL NEED TO BE CORRECTED. 1 The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 Sec.300.01 B3 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 of a foot in the direction of the drainage flow Inspector Notes from Inspection 9270 12/04/24 TPOLACEK*** FORM BOARDS ARE BETTER BUT CREW MUST FOLLOW THE CULVERT DIAGRAM BETTER. PLEASE MEET WITH THE CREW AND DISCUSS THE DIAGRAM AND IF YOU NEED CLARITY FEEL FREE TO CALL. 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. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 12/3/2024 - PREVIOUS INSPECTION NOTES 12/03/24 TPOLACEK*** READ NOTES*** FORM BOARDS MUST BE SET ACCORDING TO RESIDENTIAL CULVERT DETAIL DIAGRAM. PLEASE CORRECT FORM BOARDS BEFORE REQUESTING INSPECTION. 11/27/2024 - PREVIOUS INSPECTION NOTES 11/27/24 TPOLACEK** *CULVERT STILL FLOWING WRONG DIRECTION, FORM BOARDS ON LEFT SIDE MITER MUST BE AS SHOWN ON RESDIENTIAL CULVERT DETAIL SHEET ATTCAHED IN PHOTOS. THE CULVERT PIPE IS NOT CENTERED IN FORM BOARDS. CULVERT IS 8' ON BOTH SIDES SO DO NOT MOVE PIPE REFORM BOARDS. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 11/25/2024 - PREVIOUS INSPECTION NOTES 1) THE CULVERT PIPE IS FLOWING THE WRONG DIRECTION FROM THE SWALE PLAN DETAIL STATES IT SHOULD FLOW. 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. 2) THE CULVERT PIPE IS TO FAR FROM EDGE OF ROAD. Swale Plan #2. The swale centerline is typically located 8 feet from the edge of pavement, 5 feet from e.o.p. in cul de sacs. | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 01/15/2025 | APPROVED | TPOLACEK |
| Note: UPON WALKING PROPERTY DRAINAGE WILL WORK AS INDICATED ON FINAL SURVEY. AT THE OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 12/27/2024 | Disapproved - NO FEE | TPOLACEK |
| Note: 12/27/24 TPOLACEK*** FINAL SURVEY INDICATES THE CULVERT IS SET 1' BELOW THE PROPERTY TO THE RIGHT AND 2' BELOW THE PROPERTY TO THE LEFT. PLEASE HAVE SURVEY COMPANY DOUBLE CHECK THESE ELEVATIONS. ACCORDING TO THE SURVEY YOUR CULVERT IS ALSO BACKPITCHED BY .04 THEREFOR THE SURVEY WILL NOT BE APPROVED AND SHOTS WILL NEED TO BE CORRECTED. 1 The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 Sec.300.01 B3 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 of a foot in the direction of the drainage flow Inspector Notes from Inspection 9270 12/04/24 TPOLACEK*** FORM BOARDS ARE BETTER BUT CREW MUST FOLLOW THE CULVERT DIAGRAM BETTER. PLEASE MEET WITH THE CREW AND DISCUSS THE DIAGRAM AND IF YOU NEED CLARITY FEEL FREE TO CALL. 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. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 12/3/2024 - PREVIOUS INSPECTION NOTES 12/03/24 TPOLACEK*** READ NOTES*** FORM BOARDS MUST BE SET ACCORDING TO RESIDENTIAL CULVERT DETAIL DIAGRAM. PLEASE CORRECT FORM BOARDS BEFORE REQUESTING INSPECTION. 11/27/2024 - PREVIOUS INSPECTION NOTES 11/27/24 TPOLACEK** *CULVERT STILL FLOWING WRONG DIRECTION, FORM BOARDS ON LEFT SIDE MITER MUST BE AS SHOWN ON RESDIENTIAL CULVERT DETAIL SHEET ATTCAHED IN PHOTOS. THE CULVERT PIPE IS NOT CENTERED IN FORM BOARDS. CULVERT IS 8' ON BOTH SIDES SO DO NOT MOVE PIPE REFORM BOARDS. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 11/25/2024 - PREVIOUS INSPECTION NOTES 1) THE CULVERT PIPE IS FLOWING THE WRONG DIRECTION FROM THE SWALE PLAN DETAIL STATES IT SHOULD FLOW. 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. 2) THE CULVERT PIPE IS TO FAR FROM EDGE OF ROAD. Swale Plan #2. The swale centerline is typically located 8 feet from the edge of pavement, 5 feet from e.o.p. in cul de sacs. | |||
| ROW- PRE-APRON (PRE-POUR) | 12/04/2024 | APPROVED - AS NOTED | TPOLACEK |
| Note: 12/04/24 TPOLACEK*** FORM BOARDS ARE BETTER BUT CREW MUST FOLLOW THE CULVERT DIAGRAM BETTER. PLEASE MEET WITH THE CREW AND DISCUSS THE DIAGRAM AND IF YOU NEED CLARITY FEEL FREE TO CALL. 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. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 12/3/2024 - PREVIOUS INSPECTION NOTES 12/03/24 TPOLACEK*** READ NOTES*** FORM BOARDS MUST BE SET ACCORDING TO RESIDENTIAL CULVERT DETAIL DIAGRAM. PLEASE CORRECT FORM BOARDS BEFORE REQUESTING INSPECTION. 11/27/2024 - PREVIOUS INSPECTION NOTES 11/27/24 TPOLACEK** *CULVERT STILL FLOWING WRONG DIRECTION, FORM BOARDS ON LEFT SIDE MITER MUST BE AS SHOWN ON RESDIENTIAL CULVERT DETAIL SHEET ATTCAHED IN PHOTOS. THE CULVERT PIPE IS NOT CENTERED IN FORM BOARDS. CULVERT IS 8' ON BOTH SIDES SO DO NOT MOVE PIPE REFORM BOARDS. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 11/25/2024 - PREVIOUS INSPECTION NOTES 1) THE CULVERT PIPE IS FLOWING THE WRONG DIRECTION FROM THE SWALE PLAN DETAIL STATES IT SHOULD FLOW. 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. 2) THE CULVERT PIPE IS TO FAR FROM EDGE OF ROAD. Swale Plan #2. The swale centerline is typically located 8 feet from the edge of pavement, 5 feet from e.o.p. in cul de sacs. | |||
| ELECTRIC - EARLY POWER | 12/04/2024 | Approval - Private Provider | PPROVIDER |
| ROW- PRE-APRON (PRE-POUR) | 12/03/2024 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 12/03/24 TPOLACEK*** READ NOTES*** FORM BOARDS MUST BE SET ACCORDING TO RESIDENTIAL CULVERT DETAIL DIAGRAM. PLEASE CORRECT FORM BOARDS BEFORE REQUESTING INSPECTION. 11/27/2024 - PREVIOUS INSPECTION NOTES 11/27/24 TPOLACEK** *CULVERT STILL FLOWING WRONG DIRECTION, FORM BOARDS ON LEFT SIDE MITER MUST BE AS SHOWN ON RESDIENTIAL CULVERT DETAIL SHEET ATTCAHED IN PHOTOS. THE CULVERT PIPE IS NOT CENTERED IN FORM BOARDS. CULVERT IS 8' ON BOTH SIDES SO DO NOT MOVE PIPE REFORM BOARDS. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 11/25/2024 - PREVIOUS INSPECTION NOTES 1) THE CULVERT PIPE IS FLOWING THE WRONG DIRECTION FROM THE SWALE PLAN DETAIL STATES IT SHOULD FLOW. 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. 2) THE CULVERT PIPE IS TO FAR FROM EDGE OF ROAD. Swale Plan #2. The swale centerline is typically located 8 feet from the edge of pavement, 5 feet from e.o.p. in cul de sacs. | |||
| ROW- PRE-APRON (PRE-POUR) | 11/27/2024 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 11/27/24 TPOLACEK** *CULVERT STILL FLOWING WRONG DIRECTION, FORM BOARDS ON LEFT SIDE MITER MUST BE AS SHOWN ON RESDIENTIAL CULVERT DETAIL SHEET ATTCAHED IN PHOTOS. THE CULVERT PIPE IS NOT CENTERED IN FORM BOARDS. CULVERT IS 8' ON BOTH SIDES SO DO NOT MOVE PIPE REFORM BOARDS. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 11/25/2024 - PREVIOUS INSPECTION NOTES 1) THE CULVERT PIPE IS FLOWING THE WRONG DIRECTION FROM THE SWALE PLAN DETAIL STATES IT SHOULD FLOW. 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. 2) THE CULVERT PIPE IS TO FAR FROM EDGE OF ROAD. Swale Plan #2. The swale centerline is typically located 8 feet from the edge of pavement, 5 feet from e.o.p. in cul de sacs. | |||
| ROW- PRE-APRON (PRE-POUR) | 11/25/2024 | Disapproved -FEE REQUIRED | PFLANAGAN |
| Note: 1) THE CULVERT PIPE IS FLOWING THE WRONG DIRECTION FROM THE SWALE PLAN DETAIL STATES IT SHOULD FLOW. 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. 2) THE CULVERT PIPE IS TO FAR FROM EDGE OF ROAD. Swale Plan #2. The swale centerline is typically located 8 feet from the edge of pavement, 5 feet from e.o.p. in cul de sacs. | |||
| GRAVITY SEWER TEST | 11/13/2024 | Approval - Private Provider | PPROVIDER |
| LATH/BRICK/ WATER BARRIER | 10/15/2024 | Approval - Private Provider | PPROVIDER |
| PEP TANK INSTALLATION REQUEST | 10/08/2024 | APPROVED | CBOWERMASTER |
| INSULATION | 10/01/2024 | Approval - Private Provider | PPROVIDER |
| LATH/BRICK/ WATER BARRIER | 09/24/2024 | Approval - Private Provider | PPROVIDER |
| ALL ROUGH | 09/24/2024 | Approval - Private Provider | PPROVIDER |
| ELECTRIC-TUG | 09/24/2024 | Approval - Private Provider | PPROVIDER |
| WALL SHEATHING | 09/17/2024 | Approval - Private Provider | PPROVIDER |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 09/17/2024 | Approval - Private Provider | PPROVIDER |
| ROOF VALLEY & METAL | 09/17/2024 | Approval - Private Provider | PPROVIDER |
| FOUND SURVEY APPROVED (OFFICE) | 09/16/2024 | APPROVED | TBAKER |
| WATER METER INSTALLATION REQUEST | 09/12/2024 | APPROVED | CBOWERMASTER |
| MONOLITHIC SLAB | 08/13/2024 | Approval - Private Provider | PPROVIDER |
| PLUMBING 1ST ROUGH UNDERGROUND | 08/08/2024 | Approval - Private Provider | PPROVIDER |
| GEOTECHNICAL REPORT APPROVAL (OFFICE USE) | 08/07/2024 | APPROVED | JMUNSON |
Review History
| Department | Status | Date In | Date Out |
| ENGIN1 | COMPLETE | 09/13/2024 | 09/16/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 09/13/2024 | 09/13/2024 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 08/14/2024 | 08/19/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 08/01/2024 | 08/07/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 05/16/2024 | 05/17/2024 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 05/16/2024 | 05/23/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BADMIN | COMPLETE | 05/09/2024 | 05/16/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 05/09/2024 | 05/13/2024 |
| Note: Released By: JPI | |||
| CUSVC | COMPLETE | 05/09/2024 | 05/10/2024 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ELEC | HOLD | 05/09/2024 | 05/16/2024 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. Submit electrical riser | |||
| ENGIN1 | COMPLETE | 05/09/2024 | 05/09/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 05/09/2024 | 05/15/2024 |
| LOCATE | COMPLETE | 05/09/2024 | 05/16/2024 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 05/09/2024 | 05/15/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 05/09/2024 | 05/09/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | HOLD | 05/09/2024 | 05/10/2024 |
| Note: Held By: LIBBY MUSGROVE - (386)986-3780 - LMUSGROVE@PALMCOASTGOV.COM Floor plan needs to show location of A/C unit Map panel # is incorrect on the site plan & survey | |||
| SWALE | COMPLETE | 05/09/2024 | 08/27/2024 |
| 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 |
| CONTRACTOR CHANGE | ¤20.00 | 05/05/2025 |
| CONTRACTOR CHANGE | ¤20.00 | 05/05/2025 |
| SW ENG REINSPECTION 30 | ¤30.00 | 05/05/2025 |
| SW ENG REINSPECTION 30 | ¤30.00 | 05/05/2025 |
| SW ENG REINSPECTION 30 | ¤30.00 | 05/05/2025 |
| PLAN REVIEW - REVISION | ¤32.50 | 05/05/2025 |
| CONNECTION FEES | ¤1,187.26 | 05/31/2024 |
| WATER- TURN ON | ¤25.00 | 05/31/2024 |
| ADJUSTMENT 10% | (¤25.85) | 05/31/2024 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 05/31/2024 |
| ADMINISTRATIVE - RESID PP | ¤225.00 | 05/31/2024 |
| PLAN REVIEW - RESIDENTIAL | ¤228.54 | 05/31/2024 |
| SW ENG - REVIEW 20 | ¤20.00 | 05/31/2024 |
| SW ENG RES REVIEW 200 | ¤200.00 | 05/31/2024 |
| SEWER CREDIT | (¤1,342.00) | 05/31/2024 |
| SEWER INSPECTION | ¤25.00 | 05/31/2024 |
| SEWER CAPITAL FACILITY | ¤6,120.52 | 05/31/2024 |
| WATER CAPITAL FACILITY FEE | ¤4,351.14 | 05/31/2024 |
| SITE PLAN 30 | ¤30.00 | 05/31/2024 |
| FC IMPACT FEE EMS | ¤62.00 | 05/31/2024 |
| IMPACT FEE FIRE | ¤428.09 | 05/31/2024 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 05/31/2024 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 05/31/2024 |
| IMPACT FEE PARKS | ¤1,800.99 | 05/31/2024 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 05/31/2024 |
| IMPACT FEE TRANSPORTATION | ¤1,862.00 | 05/31/2024 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 05/31/2024 |
| SURCHARGE FS 533.721 | ¤4.58 | 05/31/2024 |
| SURCHARGE - FS 468.631 | ¤6.87 | 05/31/2024 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 05/31/2024 |
| SW ENG INSPECTION 80 | ¤80.00 | 05/31/2024 |
| SW ENG PRE APRON | ¤30.00 | 05/31/2024 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤21,492.64 |