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Permit #2023121125
Permit Details
Status: COED
| Parcel Id: 07-11-31-7034-01050-0030 |
| CONDITIONED SPACE: 2258 sqft |
| GARAGE: 767 sqft |
| OPENED PORCH (WITH ROOF) : 276 sqft |
| OPENED PORCH (WITH ROOF) : 64 sqft |
| Total Square Footage: 3365 sqft |
| Block: 01050 |
| Subdivision: 2165 - SECTION 34-EASTHAMPTON |
| Job Phone: 386-931-4799 |
| Location Address: 9 EVANSTON LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 02/01/2024 |
| NOC: RECORDED |
| Applicant name: JOHN DONALD GORDON |
| Owner: PRECISION CUSTOM BUILDERS OF NORTH FLORIDA LLC |
|
Address 7755 SOUTH US 1 BUNNELL, FL 32110 |
| Lot: 0030 |
| Contracted Stated Job Value: ¤375,000.00 |
| Job Description: Single Family Residence |
| Type: CN |
Contractor
PRECISION CUSTOM BUILDERS OF NORTH FLORIDA, LLC
| Status | Location Address | State License Number | Phone |
| ACTIVE |
7755 S. US HWY 1 BUNNELL, FL 32110 |
CGC1528576 (Exp: 08/31/2026) | 386-931-4799 |
Sub Contractors
DANIEL DAVID RUTKOWSKI III
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
1687 STATE AVENUE HOLLY HILL, FL 32117 |
CCC1328639 (Exp: 08/31/2026) | 386-290-7490 | 386-256-0001 |
MARK JOHN LUTCZA
| Status | Location Address | State License Number | Phone |
| ACTIVE |
26 ROYAL LEAF LANE PALM COAST, FL 32164 |
EC13005145 (Exp: 08/31/2026) | 386-586-0770 |
JACOB D CASTLE
| Status | Location Address | State License Number | Phone |
| CANCEL |
508 N MOORE ST BUNNELL, FL 32110 |
RF11067810 (Exp: 08/31/2027) | 386-864-5066 |
RICHARD GARY WILSON JR
| Status | Location Address | Mailing Address | State License Number | Phone |
| ACTIVE |
1504 OLD MOODY BLVD BUNNELL, FL 32110 |
UNIT 6 BUNNELL, FL 32110 |
CAC1817645 (Exp: 08/31/2026) | 386-586-6290 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 07/01/2025 | FINAL APPROVED | BTAYLOR |
| Note: 6/18/2025 - PREVIOUS INSPECTION NOTES Please fix item before next inspection #1-FBC [A] 107.4-MECHANICAL EQUIPMENT DOES NOT MATCH ENERGY CALCS ( model number are swap on E-cals documents #2-Exterior portch ceiling light is missing #3-FBC-R . 302.6 seal all closet penetration , wall and ceiling ( low voltage wire AHU Plenum conduit ) #4-12. Pep tank require GFCI protection NEC 2020 422.5 #5- Garage door framing jam right side missing washer customer is granted to stage house | |||
| BLD - BUILDING FINAL | 06/18/2025 | Disapproved -FEE REQUIRED | CVANSTRAHLEN |
| Note: Please fix item before next inspection #1-FBC [A] 107.4-MECHANICAL EQUIPMENT DOES NOT MATCH ENERGY CALCS ( model number are swap on E-cals documents #2-Exterior portch ceiling light is missing #3-FBC-R . 302.6 seal all closet penetration , wall and ceiling ( low voltage wire AHU Plenum conduit ) #4-12. Pep tank require GFCI protection NEC 2020 422.5 #5- Garage door framing jam right side missing washer customer is granted to stage house | |||
| U -UTILITY RESIDENTIAL FINAL | 05/28/2025 | APPROVED - AS NOTED | LFITZGERALD |
| Note: pep panel required to be no taller than 4ft from final grade-please ensure going forward-this 1 is about 7ft high 12/27/2024 - PREVIOUS INSPECTION NOTES PEP TANK HAS NO POWER. | |||
| ELECTRIC TEMP POLE | 05/27/2025 | CANCELLED BY INSPECTOR | RSIMS |
| Note: *** NOTES ADDED BY RSIMS 5/27/2025 3:23:21 PM *** 5/27/25: The temp pole was approved by Mike K. on 2/21/25. Pole has been removed verified during Building Final Inspection of 7 Evanston. Inspector Notes from Inspection 2190 Release Power 2/20/2024 - PREVIOUS INSPECTION NOTES 2/20/24: Note: The temporary pole is actually located on the #7 site side of the boundary. 1). GFCI outlet is missing the weatherproof cover. | |||
| U-CROSS CONNECTION | 12/27/2024 | APPROVED - AS NOTED | BWRIGHT |
| Note: IRR WITH POTABLE. PVB IN PLACE. NO CC | |||
| U -UTILITY RESIDENTIAL FINAL | 12/27/2024 | Disapproved - NO FEE | BWRIGHT |
| Note: PEP TANK HAS NO POWER. | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 12/23/2024 | APPROVED | FSLADISH |
| Note: 12/23/24 CORRECTION MADE AT THE TIME OF THIS INSPECTION. DRAINAGE WILL WORK IN ACCORDANCE WITH COPC MINIMUM STANDARD REQUIREMENTS. AT THE TIME OF THIS INSPECTION ALL MINIMUM COPC REQUIREMENTS ARE MET. BUILDER TO BE HELD 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 12/10/2024 - PREVIOUS INSPECTION NOTES 12/10/24 TPOLACEK*** SPOKE WITH INSPECTOR SLADISH WHO INFORMED ME OF THE CONVERSATION WITH DON PERTAINING TO THE CENTER LINE OF THE SWALE NEEDING TO BE CORRECTED. INSPECTOR SLADISH HAS MARKED THE SWALE IN WHITE PAINT TO SHOW THE CENTIR LINE AT 8' OFF THE EDGE OF ROAD THROUGHOUT THE ENTIRE SWALE TO MATCH THE CENTERLINE OF THE CULVERT. PLEASE REGRADE SWALE TO COPC STANDARDS. | |||
| ROW - STORMWATER FINAL | 12/23/2024 | APPROVED | FSLADISH |
| Note: 12/23/24 AT THE TIME OF THIS INSPECTIONS ALL COPC REQUIREMENTS WERE MET, NEITHER 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. | |||
| ROW - FINAL APRON (AFTER POUR) | 12/23/2024 | APPROVED | FSLADISH |
| Note: 12/23/24 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 | 12/10/2024 | APPROVED | TPOLACEK |
| ROW FIELD SURVEY /GRADING CERTIFICATION | 12/10/2024 | Disapproved - NO FEE | TPOLACEK |
| Note: 12/10/24 TPOLACEK*** SPOKE WITH INSPECTOR SLADISH WHO INFORMED ME OF THE CONVERSATION WITH DON PERTAINING TO THE CENTER LINE OF THE SWALE NEEDING TO BE CORRECTED. INSPECTOR SLADISH HAS MARKED THE SWALE IN WHITE PAINT TO SHOW THE CENTIR LINE AT 8' OFF THE EDGE OF ROAD THROUGHOUT THE ENTIRE SWALE TO MATCH THE CENTERLINE OF THE CULVERT. PLEASE REGRADE SWALE TO COPC STANDARDS. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 12/05/2024 | Disapproved - NO FEE | FSLADISH |
| Note: 12/5/24 PIPE INVERT STILL SHOWING 24.74 FLAT. SPOKE WITH DON AND LET HIM KNOW THE SITUATION. NOT GOING TO FEE THIS INSPECTION. ________________________________________________________________________________________________________________________ 12/2/2024 - PREVIOUS INSPECTION NOTES 12/2/24 YOUR FINAL SURVEY NOW SHOWS YOUR CULVERT PIPE ELEVATIONS AT 25.12 TO A 25.19 OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM ELEVATION OF 24.90 EVEN MORE. YOUR LAST SURVEY SHOWED 24.74 FLAT. THE SWALE PLAN DIAGRAM IS 24.90 +/- ONE TENTH. Roadside swale. Sec.300.01 C3 Sec.300.01 C3 "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.Sec.300.01 C3" _________________________________________________________________________________________________________________________ 9/25/2024 - PREVIOUS INSPECTION NOTES. Roadside swale. Sec.300.01 C3 Sec.300.01 C3 "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.Sec.300.01 C3" ________________________________________________________________________________________________________________________ 9/25/24 YOUR CULVERT PIPE IS OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM. YOU ARE SHOWING 24.76 FLAT. THE SWALE PLAN DIAGRAM IS 24.90 +/- ONE TENTH. YOU NEED TO PROVIDE THE FFE OF THE ADJOINING PROPERTY AS WELL AS SWALE AND PIPE INVERT NUMBERS WITHIN 100 FT OF PROPERTY LINES. 4 Roadside swale. Sec.300.01 C3 Sec.300.01 C3 "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.Sec.300.01 C3" The elevations and/or inverts of all drainage structures within 100 feet of the property lines, including culverts, inlets, swales, weirs, etc. both upstream and downstream of the property. This includes the ditch bottom and top of bank of ditches located on the property or in Reserved Parcels adjacent to the property Inspector Notes from Inspection 9270 7/18/24 PIPE ELEVETION GOOD. 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 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. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 11/28/2024 | Disapproved - NO FEE | FSLADISH |
| Note: 12/2/24 YOUR FINAL SURVEY NOW SHOWS YOUR CULVERT PIPE ELEVATIONS AT 25.12 TO A 25.19 OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM ELEVATION OF 24.90 EVEN MORE. YOUR LAST SURVEY SHOWED 24.74 FLAT. THE SWALE PLAN DIAGRAM IS 24.90 +/- ONE TENTH. Roadside swale. Sec.300.01 C3 Sec.300.01 C3 "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.Sec.300.01 C3" _________________________________________________________________________________________________________________________ 9/25/2024 - PREVIOUS INSPECTION NOTES. Roadside swale. Sec.300.01 C3 Sec.300.01 C3 "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.Sec.300.01 C3" ________________________________________________________________________________________________________________________ 9/25/24 YOUR CULVERT PIPE IS OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM. YOU ARE SHOWING 24.76 FLAT. THE SWALE PLAN DIAGRAM IS 24.90 +/- ONE TENTH. YOU NEED TO PROVIDE THE FFE OF THE ADJOINING PROPERTY AS WELL AS SWALE AND PIPE INVERT NUMBERS WITHIN 100 FT OF PROPERTY LINES. 4 Roadside swale. Sec.300.01 C3 Sec.300.01 C3 "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.Sec.300.01 C3" The elevations and/or inverts of all drainage structures within 100 feet of the property lines, including culverts, inlets, swales, weirs, etc. both upstream and downstream of the property. This includes the ditch bottom and top of bank of ditches located on the property or in Reserved Parcels adjacent to the property Inspector Notes from Inspection 9270 7/18/24 PIPE ELEVETION GOOD. 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 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. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 09/25/2024 | Disapproved - NO FEE | FSLADISH |
| Note: 9/25/24 YOUR CULVERT PIPE IS OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM. YOU ARE SHOWING 24.76 FLAT. THE SWALE PLAN DIAGRAM IS 24.90 +/- ONE TENTH. YOU NEED TO PROVIDE THE FFE OF THE ADJOINING PROPERTY AS WELL AS SWALE AND PIPE INVERT NUMBERS WITHIN 100 FT OF PROPERTY LINES. 4 Roadside swale. Sec.300.01 C3 Sec.300.01 C3 "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.Sec.300.01 C3" The elevations and/or inverts of all drainage structures within 100 feet of the property lines, including culverts, inlets, swales, weirs, etc. both upstream and downstream of the property. This includes the ditch bottom and top of bank of ditches located on the property or in Reserved Parcels adjacent to the property Inspector Notes from Inspection 9270 7/18/24 PIPE ELEVETION GOOD. 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 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. | |||
| ROW- PRE-APRON (PRE-POUR) | 07/18/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 7/18/24 PIPE ELEVETION GOOD. 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 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. | |||
| GRAVITY SEWER TEST | 07/16/2024 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| SEWER TIE IN | 07/16/2024 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| ELECTRIC - EARLY POWER | 07/12/2024 | APPROVED - AS NOTED | KSANDOE |
| Note: Release Power | |||
| INSULATION | 06/24/2024 | APPROVED | RSIMS |
| Note: Inspector Notes from Inspection 2420 5-29-24 1. Electrical plan does not match work that has been done in house. Need to have a revision turned in and approved by insulation. | |||
| PEP TANK INSTALLATION REQUEST | 06/24/2024 | APPROVED | CBOWERMASTER |
| ALL ROUGH | 05/29/2024 | APPROVED - AS NOTED | BTAYLOR |
| Note: 5-29-24 1. Electrical plan does not match work that has been done in house. Need to have a revision turned in and approved by insulation. | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 05/28/2024 | APPROVED | BTAYLOR |
| Note: Inspector Notes from Inspection 2320 5/20/24: NOTE: Inspection 2460 (RS/B/T/DC) will need to be completed prior to All Rough Inspection. Inspector Notes from Inspection 2467 5/6/24: Revision for Inspection 2460 still needs to be submitted & approved and then re-inspected. Inspector Notes from Inspection 2465 5/3/24: Roof sheathing approved previously during Roof Sheathing Inspection 2465 on 4/16/24. Inspection 2460 Roof Sheathing/ Braces/Ties/Down Cell still needs to be completed. | |||
| LATH/BRICK/ WATER BARRIER | 05/20/2024 | APPROVED - AS NOTED | RSIMS |
| Note: 5/20/24: NOTE: Inspection 2460 (RS/B/T/DC) will need to be completed prior to All Rough Inspection. Inspector Notes from Inspection 2467 5/6/24: Revision for Inspection 2460 still needs to be submitted & approved and then re-inspected. Inspector Notes from Inspection 2465 5/3/24: Roof sheathing approved previously during Roof Sheathing Inspection 2465 on 4/16/24. Inspection 2460 Roof Sheathing/ Braces/Ties/Down Cell still needs to be completed. | |||
| ROOF VALLEY & METAL | 05/06/2024 | APPROVED - AS NOTED | RSIMS |
| Note: 5/6/24: Revision for Inspection 2460 still needs to be submitted & approved and then re-inspected. Inspector Notes from Inspection 2465 5/3/24: Roof sheathing approved previously during Roof Sheathing Inspection 2465 on 4/16/24. Inspection 2460 Roof Sheathing/ Braces/Ties/Down Cell still needs to be completed. | |||
| ROOF SHEATHING | 05/03/2024 | APPROVED - AS NOTED | RSIMS |
| Note: 5/3/24: Roof sheathing approved previously during Roof Sheathing Inspection 2465 on 4/16/24. Inspection 2460 Roof Sheathin/ Braces/Ties/Down Cell still needs to be completed. | |||
| ROOF VALLEY & METAL | 05/03/2024 | Disapproved - NO FEE | RSIMS |
| Note: 5/3/24: 1). 5" x 5" flashing needs to be sealed/taped directly to the sheathing/CMU wall as required by the manufacturer. Cannot be sealed to underlayment or tyvek. | |||
| ROOF SHEATHING | 04/16/2024 | APPROVED | RSIMS |
| WALL SHEATHING | 04/15/2024 | APPROVED | RSIMS |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 04/15/2024 | Disapproved - NO FEE | RSIMS |
| Note: 4/15/24: Inspection stopped! 1). Unbound & Incomplete plans in box. Missing P-3 Floor plan at a minimum. | |||
| TIE BEAM / LINTEL | 04/03/2024 | APPROVED | RSIMS |
| Note: 4/2/2024 - PREVIOUS INSPECTION NOTES 4/2/24: 1). Window sills have mortar beds that exceed the 1/2" maximum as required by FBC-R606.3.1. 2). Missing dowel/down rod at front. 3). Dowel at back is bent too much & will need to be replaced so the proper connection between rod & dowel can be made. 4). Please repair your silt fence in the rear & keep it maintained as required. FBC 3307.1 | |||
| TIE BEAM / LINTEL | 04/02/2024 | Disapproved - NO FEE | RSIMS |
| Note: 4/2/24: 1). Window sills have mortar beds that exceed the 1/2" maximum as required by FBC-R606.3.1. 2). Missing dowel/down rod at front. 3). Dowel at back is bent too much & will need to be replaced so the proper connection between rod & dowel can be made. 4). Please repair your silt fence in the rear & keep it maintained as required. FBC 3307.1 | |||
| FOUND SURVEY APPROVED (OFFICE) | 04/01/2024 | APPROVED | TBAKER |
| MONOLITHIC SLAB | 03/11/2024 | APPROVED | BTAYLOR |
| PLUMBING 1ST ROUGH UNDERGROUND | 03/06/2024 | APPROVED | MGIBSON |
| ELECTRIC TEMP POLE | 02/20/2024 | Disapproved - NO FEE | RSIMS |
| Note: 2/20/24: Note: The temporary pole is actually located on the #7 site side of the boundary. 1). GFCI outlet is missing the weatherproof cover. | |||
| WATER METER INSTALLATION REQUEST | 02/13/2024 | APPROVED | BVITALE |
Review History
| Department | Status | Date In | Date Out |
| BADMIN | INFORMATION | 11/26/2024 | 11/26/2024 |
| Note: Marked INFORMATION By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM pdf file should be final survey also | |||
| ELEC | COMPLETE | 05/31/2024 | 06/06/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 05/17/2024 | 05/23/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 05/09/2024 | 05/09/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | HOLD | 05/03/2024 | 05/07/2024 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. plan needs to be digitally signed and sealed. | |||
| ENGIN1 | COMPLETE | 04/01/2024 | 04/01/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 04/01/2024 | 04/01/2024 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 02/29/2024 | 03/05/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | HOLD | 02/23/2024 | 02/29/2024 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM Field Density Test Reports by themselves not accepted. Tests must be accompanied by a signed and sealed inspection and certification letter by the geotechnical engineer of record. Engineer’s letter to confirm the following: Site clearing / over excavation was completed and inspected by engineer prior to the placement of fill and engineer confirms clearing and over excavation work is acceptable. Engineer to confirm fill materials were suitable and within specifications. Engineer to confirm the required number and location of field density tests were completed. Engineer to include certification statement in accordance with Florida Administrative Code 61G15-18.011 (4) | |||
| BLD | COMPLETE | 02/01/2024 | 02/06/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 01/26/2024 | 01/26/2024 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 01/26/2024 | 01/26/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 01/26/2024 | 01/26/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 01/18/2024 | 01/18/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ZON | HOLD | 01/16/2024 | 01/17/2024 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM REPEAT COMMENT: Site plan must show ac pad location Cannot have identical houses repeat within four lots of each other | |||
| ENGIN1 | COMPLETE | 01/16/2024 | 01/17/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 01/16/2024 | 01/19/2024 |
| Note: Released By: JOHN HOWARD - - JHOWARD@PALMCOASTGOV.COM SW1 approval valid with the following note: Final PEP location to be provided by the City of Palm Coast. The stormwater conveyance swales associated with the lot’s grading shall be diverted around the PEP lids/covers. | |||
| BLD | COMPLETE | 12/28/2023 | 12/28/2023 |
| Note: Released By: JPI | |||
| CUSVC | COMPLETE | 12/28/2023 | 12/29/2023 |
| Note: Released By: CYNTHIA SCHWEERS - - CSCHWEERS@PALMCOASSTGOV.COM | |||
| ELEC | HOLD | 12/28/2023 | 12/29/2023 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. Need correct outlet spacing in bed 4. NEC 2017 210.52 | |||
| ENGIN1 | COMPLETE | 12/28/2023 | 12/28/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 12/28/2023 | 01/04/2024 |
| LOCATE | COMPLETE | 12/28/2023 | 12/31/2023 |
| Note: Released By: TONI CHURCHILL - - TCHURCHILL@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 12/28/2023 | 01/04/2024 |
| Note: Released By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 12/28/2023 | 12/28/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | HOLD | 12/28/2023 | 12/29/2023 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Site plan must show ac pad location Cannot have identical houses repeat within four lots of each other | |||
| BADMIN | COMPLETE | 12/28/2023 | 12/29/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 12/28/2023 | 02/26/2024 |
| 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 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 08/14/2025 |
| CONNECTION FEES | ¤1,187.26 | 02/01/2024 |
| FC IMPACT FEE EMS | ¤62.00 | 02/01/2024 |
| IMPACT FEE FIRE | ¤428.09 | 02/01/2024 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 02/01/2024 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 02/01/2024 |
| IMPACT FEE PARKS | ¤1,800.99 | 02/01/2024 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 02/01/2024 |
| IMPACT FEE TRANSPORTATION | ¤1,862.00 | 02/01/2024 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 02/01/2024 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 02/01/2024 |
| SURCHARGE FS 533.721 | ¤4.54 | 02/01/2024 |
| SURCHARGE - FS 468.631 | ¤6.82 | 02/01/2024 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 02/01/2024 |
| SW ENG INSPECTION 80 | ¤80.00 | 02/01/2024 |
| SW ENG PRE APRON | ¤30.00 | 02/01/2024 |
| SW ENG - REVIEW 20 | ¤20.00 | 02/01/2024 |
| SW ENG RES REVIEW 200 | ¤200.00 | 02/01/2024 |
| SEWER CREDIT | (¤850.00) | 02/01/2024 |
| SEWER INSPECTION | ¤25.00 | 02/01/2024 |
| SEWER CAPITAL FACILITY | ¤5,441.03 | 02/01/2024 |
| WATER CAPITAL FACILITY FEE | ¤3,994.51 | 02/01/2024 |
| SITE PLAN 30 | ¤30.00 | 02/01/2024 |
| WATER-METER | ¤514.49 | 02/01/2024 |
| WATER- TURN ON | ¤25.00 | 02/01/2024 |
| WATER- TURN ON | ¤25.00 | 02/01/2024 |
| ADJUSTMENT 50% | (¤802.19) | 02/01/2024 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 02/01/2024 |
| INSPECTION - RESIDENTIAL | ¤1,226.50 | 02/01/2024 |
| PLAN REVIEW - RESIDENTIAL | ¤347.88 | 02/01/2024 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤21,734.92 |