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Permit #2024020581
Permit Details
Status: COED
| Parcel Id: 07-11-31-7058-00640-0140 |
| CONDITIONED SPACE: 1588 sqft |
| GARAGE: 411 sqft |
| OPENED PORCH (WITH ROOF) : 53 sqft |
| OPENED PORCH (WITH ROOF) : 74 sqft |
| Total Square Footage: 2126 sqft |
| Block: 00640 |
| Subdivision: 2215 - SECTION 58-SEMINOLE PARK |
| Job Phone: 904-531-5923 |
| Location Address: 44 SELMA TRL |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 03/07/2024 |
| NOC: RECORDED |
| Applicant name: TAVARIS JEROME DAVIS |
| Owner: BRIGHTLAND HOMES OF FLORIDA LLC |
|
Address 15725 N DALLAS PARKWAY SUITE 300 ADDISON, TX 75001 |
| Lot: 0140 |
| Contracted Stated Job Value: ¤250,000.00 |
| Job Description: Single Family |
| 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
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 |
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 |
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 |
JAMES E LINTON
| Status | Location Address | State License Number | Phone |
| ACTIVE |
200 COLLEGE DR ORANGE PARK, FL 32065 |
EC0001152 (Exp: 08/31/2026) | 904-272-0272 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 04/04/2025 | FINAL APPROVED | BTAYLOR |
| ROW - FINAL APRON (AFTER POUR) | 04/04/2025 | 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 - STORMWATER FINAL | 04/04/2025 | 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. | |||
| U -UTILITY RESIDENTIAL FINAL | 04/04/2025 | FINAL APPROVED | BWRIGHT |
| Note: Inspector Notes from Inspection 9035 No IRR. No CC | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 03/27/2025 | APPROVED | FSLADISH |
| Note: 3/24/2025 - PREVIOUS INSPECTION NOTES 3/24/25 ON YOUR LEFT SIDE YOUR ELEVATION SHOTS STARTING IN THE REAR 10 FT OFF THE STRUCTURE OF 25.90 GOING TO 26.00 IN YOUR INSIDE SWALE TO 26.00 T0 26.00 TO 25.80 AT PROPERTY LINE. SHOWS WATER WILL NOT DRAIN TO THE FRONT. PLEASE SEE PHOTO FOR REFERENCE. 2/28/2025 - PREVIOUS INSPECTION NOTES 2/28/25 ON YOUR LEFT SIDE YOUR ELEVATION SHOTS STARTING IN THE REAR 10 FT OFF THE STRUCTURE OF 25.90 GOING TO 26.00 IN YOUR INSIDE SWALE TO 26.00 T0 26.05 TO 25.95 SHOWS WATER WILL NOT DRAIN TO THE FRONT. YOUR PROPERTY LINE IN THAT AREA SHOWS 26.00 AND THEN TO 25.90. THIS ALSO SHOWS NEGATIVE TO FLAT DRAINAGE. PLEASE SEE PHOTO FOR REFERENCE. POSITIVE FALL .10 EVERY 20 FT. Section 300.01 D(4) V-17 4) Positive fall is considered to be 0.10 of a foot every 20 fee REAR YARD DRAIAGE Section 300.01 C(6) V-16 "6) Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Draining onto adjacent properties will not be allowed outside of the platted 5’ drainage easement." _________________________________________________________________________________________________________________________ 1/17/2025 - PREVIOUS INSPECTION NOTES THE NEW FINAL SURVEY STILL SHOWS THAT YOU DON'T HAVE THE MINIMUM 6" FALL OFF THE BACK OF THE STRUCTURE. Chapter 4, R401.3- Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’. ---------------------------------------------------------------------- 12/3/2024 - PREVIOUS INSPECTION NOTES 12/3/24 YOUR SURVEY DOES NOT SHOW THE REQUIRED 6" OF FALL OFF OF THE REAR OF THE STRUCTURE. Drainage from the structure Sec 300, Drawing 300.D, Sec 300, Drawing 300.D, Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’ | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 03/27/2025 | APPROVED - AS NOTED | FSLADISH |
| Note: 3/27/25 UPON WALKING THE PROPERTY DETERMINED DRIANAGE WILL WORK. THERE ARE SOME UNEVEN INCONSISTENT AREAS THAT REQUIRE SOME REPAIR, BUT GENERAL DRAINAGE WILL WORK. APPROVING THIS FIELD SURVEY AS NOTED AS A COURTESY SO THAT YOU MAY MOVE FORWARD WITH INSPECTIONS. INSPECTORS NOTE. LEFT SIDE FRONT SWALE AT PROPERTY LINE NEEDS TO BE REPAIRED, REGRADED AND SOD RESET TO GRADE BEFORE ROW FINAL PASSAGE. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 03/24/2025 | Disapproved -FEE REQUIRED | FSLADISH |
| Note: 3/24/25 ON YOUR LEFT SIDE YOUR ELEVATION SHOTS STARTING IN THE REAR 10 FT OFF THE STRUCTURE OF 25.90 GOING TO 26.00 IN YOUR INSIDE SWALE TO 26.00 T0 26.00 TO 25.80 AT PROPERTY LINE. SHOWS WATER WILL NOT DRAIN TO THE FRONT. PLEASE SEE PHOTO FOR REFERENCE. 2/28/2025 - PREVIOUS INSPECTION NOTES 2/28/25 ON YOUR LEFT SIDE YOUR ELEVATION SHOTS STARTING IN THE REAR 10 FT OFF THE STRUCTURE OF 25.90 GOING TO 26.00 IN YOUR INSIDE SWALE TO 26.00 T0 26.05 TO 25.95 SHOWS WATER WILL NOT DRAIN TO THE FRONT. YOUR PROPERTY LINE IN THAT AREA SHOWS 26.00 AND THEN TO 25.90. THIS ALSO SHOWS NEGATIVE TO FLAT DRAINAGE. PLEASE SEE PHOTO FOR REFERENCE. POSITIVE FALL .10 EVERY 20 FT. Section 300.01 D(4) V-17 4) Positive fall is considered to be 0.10 of a foot every 20 fee REAR YARD DRAIAGE Section 300.01 C(6) V-16 "6) Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Draining onto adjacent properties will not be allowed outside of the platted 5’ drainage easement." _________________________________________________________________________________________________________________________ 1/17/2025 - PREVIOUS INSPECTION NOTES THE NEW FINAL SURVEY STILL SHOWS THAT YOU DON'T HAVE THE MINIMUM 6" FALL OFF THE BACK OF THE STRUCTURE. Chapter 4, R401.3- Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’. ---------------------------------------------------------------------- 12/3/2024 - PREVIOUS INSPECTION NOTES 12/3/24 YOUR SURVEY DOES NOT SHOW THE REQUIRED 6" OF FALL OFF OF THE REAR OF THE STRUCTURE. Drainage from the structure Sec 300, Drawing 300.D, Sec 300, Drawing 300.D, Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’ | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 02/28/2025 | Disapproved - NO FEE | FSLADISH |
| Note: 2/28/25 ON YOUR LEFT SIDE YOUR ELEVATION SHOTS STARTING IN THE REAR 10 FT OFF THE STRUCTURE OF 25.90 GOING TO 26.00 IN YOUR INSIDE SWALE TO 26.00 T0 26.05 TO 25.95 SHOWS WATER WILL NOT DRAIN TO THE FRONT. YOUR PROPERTY LINE IN THAT AREA SHOWS 26.00 AND THEN TO 25.90. THIS ALSO SHOWS NEGATIVE TO FLAT DRAINAGE. PLEASE SEE PHOTO FOR REFERENCE. POSITIVE FALL .10 EVERY 20 FT. Section 300.01 D(4) V-17 4) Positive fall is considered to be 0.10 of a foot every 20 fee REAR YARD DRAIAGE Section 300.01 C(6) V-16 "6) Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Draining onto adjacent properties will not be allowed outside of the platted 5’ drainage easement." _________________________________________________________________________________________________________________________ 1/17/2025 - PREVIOUS INSPECTION NOTES THE NEW FINAL SURVEY STILL SHOWS THAT YOU DON'T HAVE THE MINIMUM 6" FALL OFF THE BACK OF THE STRUCTURE. Chapter 4, R401.3- Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’. ---------------------------------------------------------------------- 12/3/2024 - PREVIOUS INSPECTION NOTES 12/3/24 YOUR SURVEY DOES NOT SHOW THE REQUIRED 6" OF FALL OFF OF THE REAR OF THE STRUCTURE. Drainage from the structure Sec 300, Drawing 300.D, Sec 300, Drawing 300.D, Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’ | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 01/17/2025 | Disapproved -FEE REQUIRED | PFLANAGAN |
| Note: THE NEW FINAL SURVEY STILL SHOWS THAT YOU DON'T HAVE THE MINIMUM 6" FALL OFF THE BACK OF THE STRUCTURE. Chapter 4, R401.3- Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’. ---------------------------------------------------------------------- 12/3/2024 - PREVIOUS INSPECTION NOTES 12/3/24 YOUR SURVEY DOES NOT SHOW THE REQUIRED 6" OF FALL OFF OF THE REAR OF THE STRUCTURE. Drainage from the structure Sec 300, Drawing 300.D, Sec 300, Drawing 300.D, Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’ | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 12/03/2024 | Disapproved - NO FEE | FSLADISH |
| Note: 12/3/24 YOUR SURVEY DOES NOT SHOW THE REQUIRED 6" OF FALL OFF OF THE REAR OF THE STRUCTURE. Drainage from the structure Sec 300, Drawing 300.D, Sec 300, Drawing 300.D, Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’ | |||
| U-CROSS CONNECTION | 10/22/2024 | APPROVED - AS NOTED | BWRIGHT |
| Note: No IRR. No CC | |||
| ROW- PRE-APRON (PRE-POUR) | 09/04/2024 | APPROVED | FSLADISH |
| Note: 9/4/24 PIPE ELEVATION IS OK. READY TO POUR AT THE TIME OF THIS INSPECTION. WITH RAIN IN THE FORCAST BUILDER SHOULD DOUBLE CHECK PIPE ELEVATION BEFORE POURING. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD 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. DOUBLE CHECK CULVERT ELEVATIONS 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. | |||
| ELECTRIC - EARLY POWER | 09/03/2024 | APPROVED - AS NOTED | BTAYLOR |
| Note: 9-3-24 1. Emailed FPL at 12:45. | |||
| ELECTRIC-TUG | 08/26/2024 | APPROVED | RMARTIN |
| GRAVITY SEWER TEST | 08/12/2024 | APPROVED - AS NOTED | MGIBSON |
| Note: Inspector Notes from Inspection 2060 4/22/2024 - PREVIOUS INSPECTION NOTES NO PLANS OF BOX NEED PORTABLE RESTROOM BEFORE NEXT INSPECTION THIS WAS A VIRTUAL INSPECTION | |||
| SEWER TIE IN | 08/12/2024 | APPROVED - AS NOTED | MGIBSON |
| Note: Inspector Notes from Inspection 2060 4/22/2024 - PREVIOUS INSPECTION NOTES NO PLANS OF BOX NEED PORTABLE RESTROOM BEFORE NEXT INSPECTION THIS WAS A VIRTUAL INSPECTION | |||
| LATH/BRICK/ WATER BARRIER | 07/29/2024 | APPROVED | BTAYLOR |
| INSULATION | 07/18/2024 | APPROVED | BTAYLOR |
| LATH/BRICK/ WATER BARRIER | 07/16/2024 | APPROVED | BTAYLOR |
| ALL ROUGH | 07/15/2024 | APPROVED | BTAYLOR |
| ROOF VALLEY & METAL | 06/12/2024 | APPROVED | BTAYLOR |
| Note: 6/10/2024 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2460 6/7/24: Approved as noted to keep project moving. MUST BE COMPLETE PRIOR TO NEXT INSPECTION. Check at next inspection. 1). Truss A01A is missing 1 of 2 anchor screws as required on plan. Highlighted. 2). Truss A01 is bowed out of acceptable tolerance. Will requiure bracing and to be plumb. 3). Silt fence needs to be repaired ASAP. FBC 3307.1 (3307.1Protection required. Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work.) 6-10-24 1. Silt fence still has not been fixed on right and rear. | |||
| ROOF VALLEY & METAL | 06/10/2024 | Disapproved -FEE REQUIRED | BTAYLOR |
| Note: Inspector Notes from Inspection 2460 6/7/24: Approved as noted to keep project moving. MUST BE COMPLETE PRIOR TO NEXT INSPECTION. Check at next inspection. 1). Truss A01A is missing 1 of 2 anchor screws as required on plan. Highlighted. 2). Truss A01 is bowed out of acceptable tolerance. Will requiure bracing and to be plumb. 3). Silt fence needs to be repaired ASAP. FBC 3307.1 (3307.1Protection required. Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work.) 6-10-24 1. Silt fence still has not been fixed on right and rear. | |||
| WALL SHEATHING | 06/07/2024 | APPROVED | RSIMS |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 06/07/2024 | APPROVED - AS NOTED | RSIMS |
| Note: 6/7/24: Approved as noted to keep project moving. MUST BE COMPLETE PRIOR TO NEXT INSPECTION. Check at next inspection. 1). Truss A01A is missing 1 of 2 anchor screws as required on plan. Highlighted. 2). Truss A01 is bowed out of acceptable tolerance. Will requiure bracing and to be plumb. 3). Silt fence needs to be repaired ASAP. FBC 3307.1 (3307.1Protection required. Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work.) | |||
| FOUND SURVEY APPROVED (OFFICE) | 06/06/2024 | APPROVED | TBAKER |
| MONOLITHIC SLAB | 04/26/2024 | APPROVED | BTAYLOR |
| PLUMBING 1ST ROUGH UNDERGROUND | 04/23/2024 | APPROVED - AS NOTED | MGIBSON |
| Note: 4/22/2024 - PREVIOUS INSPECTION NOTES NO PLANS OF BOX NEED PORTABLE RESTROOM BEFORE NEXT INSPECTION | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 04/22/2024 | Disapproved -FEE REQUIRED | MGIBSON |
| Note: NO PLANS OF BOX | |||
| GEOTECHNICAL REPORT APPROVAL (OFFICE USE) | 04/01/2024 | APPROVED | JMUNSON |
| WATER METER INSTALLATION REQUEST | 03/12/2024 | APPROVED | CBOWERMASTER |
| WATER METER INSTALLATION REQUEST | 03/11/2024 | CANCELLED BY APPLICANT | WEB |
Review History
| Department | Status | Date In | Date Out |
| MECH | COMPLETE | 06/14/2024 | 06/18/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 06/12/2024 | 06/13/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 06/04/2024 | 06/04/2024 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 05/28/2024 | 05/28/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 05/28/2024 | 05/28/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 05/28/2024 | 05/30/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 05/28/2024 | 05/28/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 05/09/2024 | 05/09/2024 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| ENGIN1 | HOLD | 05/09/2024 | 05/10/2024 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Slab elevation is not within .2' of proposed FFE on site plan. | |||
| BLD | COMPLETE | 03/26/2024 | 04/01/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 02/29/2024 | 03/01/2024 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 02/29/2024 | 03/05/2024 |
| Note: Released By: JPI | |||
| ELEC | COMPLETE | 02/29/2024 | 03/04/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 02/23/2024 | 02/23/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | HOLD | 02/23/2024 | 02/23/2024 |
| Note: Held By: LIBBY MUSGROVE - (386)986-3780 - LMUSGROVE@PALMCOASTGOV.COM 2nd request -Floor plan A-1.01 is incorrect with total sq ft | |||
| BLD | HOLD | 02/23/2024 | 02/25/2024 |
| Note: Held By: JPI 1. Provide specific product numbers including current revisions (i.e. 11473.# R6) for ALL products listed on Product Approval Specification Sheet. cccc 2. Provide roof underlayment and shingle revision number on Florida Product Approval Specification Sheet that corresponds with the Roofing Worksheet; underlayment Florida Product Approval. The number on Roofing Worksheet does not include revision number. 107.2.4. Repeating comment. 3. Provide Florida Product Approval number for shutters. 107.2.4. Repeating comment. | |||
| ELEC | HOLD | 02/23/2024 | 02/29/2024 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 3. Electrical riser diagram needs to include the surge protector. NEC 2020 230.67 | |||
| ENGIN1 | COMPLETE | 02/23/2024 | 02/23/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 02/23/2024 | 02/28/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BADMIN | COMPLETE | 02/14/2024 | 02/20/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | HOLD | 02/14/2024 | 02/19/2024 |
| Note: Held By: JPI 1. City of Palm Coast Color and Material Sheet (form) appears OMITTED from submission. FBC 105 2. Provide specific product numbers including current revisions (i.e. 11473.# R6) for ALL products listed on Product Approval Specification Sheet; several have been OMITTED. 3. Provide roof underlayment and shingle revision number on Florida Product Approval Specification Sheet that corresponds with the Roofing Worksheet; underlayment Florida Product Approval number on Roofing Worksheet does not include revision number. 107.2.4 4. Provide Florida Product Approval number for shutters. 107.2.4 5. Architectural drawings do NOT have a signed seal by the Architect of Record/Engineer of Record. 6. Reference to 2023 Florida Residential Code, Section R302.3. 7. Provide elevation (height) for Second Floor on ALL Elevations. 107.3.5 8. Provide pitch/slopes of ALL roofs on the Elevations.. R802 | |||
| CUSVC | COMPLETE | 02/14/2024 | 02/16/2024 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ELEC | HOLD | 02/14/2024 | 02/20/2024 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1 All outlets in laundry and garage need to be GFCI protected. NEC 2020 210.8 2. DW outlet can not be located behind the DW. NEC 2020 422.16 3. Electrical riser diagram needs to include the surge protector. NEC 2020 230.67 | |||
| ENGIN1 | COMPLETE | 02/14/2024 | 02/14/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 02/14/2024 | 02/20/2024 |
| LOCATE | COMPLETE | 02/14/2024 | 02/16/2024 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 02/14/2024 | 02/20/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 02/14/2024 | 02/14/2024 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Please lower FFE of proposed home to be within .83' of adjacent structure. Please indicate culvert size and material on site plan. | |||
| ZON | HOLD | 02/14/2024 | 02/14/2024 |
| Note: Held By: LIBBY MUSGROVE - (386)986-3780 - LMUSGROVE@PALMCOASTGOV.COM 1-missing total lot square ft on site plan 2-Floor plan is incorrect with total sq ft 3-Landscape plan does not match site plan/plans/ex:Garage on wrong side | |||
| SWALE | COMPLETE | 02/14/2024 | 04/05/2024 |
| 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 | 04/15/2025 |
| PLAN REVIEW - REVISION | ¤32.50 | 04/15/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 04/15/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 04/15/2025 |
| CONNECTION FEES | ¤1,187.26 | 03/07/2024 |
| WATER- TURN ON | ¤25.00 | 03/07/2024 |
| ADJUSTMENT 50% | (¤540.97) | 03/07/2024 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 03/07/2024 |
| INSPECTION - RESIDENTIAL | ¤819.50 | 03/07/2024 |
| PLAN REVIEW - RESIDENTIAL | ¤232.44 | 03/07/2024 |
| FC IMPACT FEE EMS | ¤62.00 | 03/07/2024 |
| IMPACT FEE FIRE | ¤428.09 | 03/07/2024 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 03/07/2024 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 03/07/2024 |
| IMPACT FEE PARKS | ¤1,800.99 | 03/07/2024 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 03/07/2024 |
| IMPACT FEE TRANSPORTATION | ¤1,862.00 | 03/07/2024 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 03/07/2024 |
| SURCHARGE FS 533.721 | ¤5.41 | 03/07/2024 |
| SURCHARGE - FS 468.631 | ¤8.12 | 03/07/2024 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 03/07/2024 |
| SW ENG INSPECTION 80 | ¤80.00 | 03/07/2024 |
| SW ENG PRE APRON | ¤30.00 | 03/07/2024 |
| SW ENG - REVIEW 20 | ¤20.00 | 03/07/2024 |
| SW ENG RES REVIEW 200 | ¤200.00 | 03/07/2024 |
| SEWER CREDIT | (¤850.00) | 03/07/2024 |
| SEWER INSPECTION | ¤25.00 | 03/07/2024 |
| SEWER CAPITAL FACILITY | ¤5,441.03 | 03/07/2024 |
| WATER CAPITAL FACILITY FEE | ¤3,994.51 | 03/07/2024 |
| SITE PLAN 30 | ¤30.00 | 03/07/2024 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤21,003.88 |