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Permit #2022031177
Permit Details
Status: COED
| Parcel Id: 07-11-31-7010-00110-0160 |
| CONDITIONED SPACE: 2011 sqft |
| GARAGE: 498 sqft |
| OPENED PORCH (WITH ROOF) : 495 sqft |
| OPENED PORCH (WITH ROOF) : 118 sqft |
| Total Square Footage: 3122 sqft |
| Block: 00110 |
| Subdivision: 2137 - SECTION 10-FLORIDA PARK |
| Job Phone: 386-931-6577 |
| Location Address: 33 FIRCREST LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 04/20/2022 |
| NOC: RECORDED |
| Applicant name: LUIS JORGE MEDEIROS |
| Owner: GOMES JOAO A & GUILHERNINA A H&W |
|
Address 22 PRESTON LANE PALM COAST, FL 32164 |
| Lot: 0160 |
| Contracted Stated Job Value: ¤239,280.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
A PLUS HOME IMPROVEMENTS LLC
| Status | Location Address | State License Number | Phone |
| ACTIVE |
306 S RAILROAD ST BUNNELL, FL 32110 |
CRC1327024 (Exp: 08/31/2026) | 386-263-2167 |
Sub Contractors
FERNANDO M FARIA
| Status | Location Address | State License Number | Phone |
| ACTIVE |
23 FREELAND LANE PALM COAST, FL 32137 |
RF11067823 (Exp: 08/31/2027) | 386-569-4336 |
JOSE E ORTIZ JR
| Status | Location Address | Mailing Address | State License Number | Phone |
| CANCEL |
4601 E MOODY BLVD BUNNELL, FL 32110 |
SUITE B7 BUNNELL, FL 32110 |
RC29027619 (Exp: 08/31/2023) | 386-503-6922 |
MIGUEL ANGEL GALLARDO
| Status | Location Address | State License Number | Phone |
| INACTIVE |
315 PACER CT SANFORD, FL 32773 |
CAC1813826 (Exp: 08/31/2026) | 407-202-0953 |
JOSEPH MOUAG
| Status | Location Address | State License Number | Phone |
| ACTIVE |
842 BANBURY DRIVE PORT ORANGE, FL 32129 |
EC13006957 (Exp: 08/31/2026) | 386-547-3722 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 02/25/2025 | FINAL APPROVED | HCAMACHO |
| Note: | |||
| ROW - FINAL APRON (AFTER POUR) | 02/25/2025 | APPROVED | PFLANAGAN |
| Note: 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 - STORMWATER FINAL | 02/25/2025 | APPROVED | PFLANAGAN |
| Note: TALKED TO LEWIS ABOUT REMOVING SOME DIRT FROM THE CULVERT PIPE AND THE ROOF SHINGLES IN THE BACK | |||
| U -UTILITY RESIDENTIAL FINAL | 02/25/2025 | FINAL APPROVED | LFITZGERALD |
| Note: Inspector Notes from Inspection 9035 *** NOTES ADDED BY LFITZGERALD 12/10/2024 11:26:53 AM *** no irrigation-no cross connection | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 02/18/2025 | APPROVED - AS NOTED | PFLANAGAN |
| Note: SEE NOTES ON FINAL SURVEY IF ANY QUESTIONS. ----------------------------------------------------------------------- 1/31/2025 - PREVIOUS INSPECTION NOTES ** 01/31/25 BUILDER SUBMITTED FOR A FIELD SURVEY INSPECTION / INSPECTOR CONDUCTED THE FINAL SURVEY AS DISCUSSED WITH BUILDER ON 01/30/25 AS YOU HAD UPLOADED AS A REVISED SITE PLAN AND WAS INTENDED TO BE FOR FINAL SURVEY. ** SEE NOTES IN FINAL SURVEY AS YOUR FINAL SURVEY DOES NOT REFLECT WHATS IN THE FIELD AT THE TIME OF THE INSPECTION NEED TO CORRRECT SITE CONDITIONS AND SUBMIT A NEW FINAL SURVEY _________________________________________________________________________________________________________________ 1/30/2025 - PREVIOUS INSPECTION NOTES ** 01/30/25 BUILDER NEEDS HAVE AN APPROVED FINAL SURVEY BEFORE A FIELD SURVEY CAN BE CONDUCTED | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 02/18/2025 | APPROVED - AS NOTED | PFLANAGAN |
| Note: CORRECTIONS MADE TO THE FIELD SO WATER WILL NOT HOLD ON RIGHT SIDE OF HOUSE AND THE LEFT AND RIGHT RIGHT OF WAY LINE IS EQUAL OR GREATER THEN EDGE OF ROAD. ------------------------------------------------------------------ 1/31/2025 - PREVIOUS INSPECTION NOTES ** 01/31/25 FINAL SURVEY DOES NOT REFLECT WHAT IS IN THE FIELD ** LEFT SIDE FRONT PROPERTY LINE IS LOWER THAN THE EDGE OF ROAD ** RIGHT REAR CORNER OF STRUCTURE LOW AREA WILL HOLD WATER NEED TO HAVE POSITIVE FLOW TO THE FRONT ** RIGHT FRONT CORNER PROPERTY LINE EED TO BRING DRAINAGE AROUND THE INSIDE OF UTILITY BOX ____________________________________________________________________________________________________________________ 1/3/2025 - PREVIOUS INSPECTION NOTES 1/3/25= The subject lots drainage must not negatively impact any adjacent property. WATER WILL AFFECT THE NEIGHBORING HOUSES ON BOTH SIDES; PLEASE CHECK THE FINAL SURVEY FOR REMARKS. please check the FINAL SURVEY FOR REMARKS. SITE PLAN SHOULD ONLY ONE CULVERT PIPE, WHILE THE SWALE PLAN SHOULD TWO CULVERT PIPES. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ** 06/11/24 CORRECTIONS MADE READY TO POUR ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility 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. **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ___________________________________________________________________________________________________________________ 6/10/2024 - PREVIOUS INSPECTION NOTES ** 06/07/24 BUILDER NEEDS TO EXTEND FORM BOARDS OR BACK FILL TO CONTAIN THE CONCRETE WITHIN THE POUR AREA ** ENSURE YOU HAVE 6 INCHS IN APRON POUR AREA OU TO EDGE OF ROADWAY | |||
| ROW- PROJECT STATUS | 02/06/2025 | Status Check | PFLANAGAN |
| Note: MEET WITH ROBERT AND LUIS 930AM | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 01/31/2025 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 01/31/25 FINAL SURVEY DOES NOT REFLECT WHAT IS IN THE FIELD ** LEFT SIDE FRONT PROPERTY LINE IS LOWER THAN THE EDGE OF ROAD ** RIGHT REAR CORNER OF STRUCTURE LOW AREA WILL HOLD WATER NEED TO HAVE POSITIVE FLOW TO THE FRONT ** RIGHT FRONT CORNER PROPERTY LINE EED TO BRING DRAINAGE AROUND THE INSIDE OF UTILITY BOX ____________________________________________________________________________________________________________________ 1/3/2025 - PREVIOUS INSPECTION NOTES 1/3/25= The subject lots drainage must not negatively impact any adjacent property. WATER WILL AFFECT THE NEIGHBORING HOUSES ON BOTH SIDES; PLEASE CHECK THE FINAL SURVEY FOR REMARKS. please check the FINAL SURVEY FOR REMARKS. SITE PLAN SHOULD ONLY ONE CULVERT PIPE, WHILE THE SWALE PLAN SHOULD TWO CULVERT PIPES. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ** 06/11/24 CORRECTIONS MADE READY TO POUR ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility 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. **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ___________________________________________________________________________________________________________________ 6/10/2024 - PREVIOUS INSPECTION NOTES ** 06/07/24 BUILDER NEEDS TO EXTEND FORM BOARDS OR BACK FILL TO CONTAIN THE CONCRETE WITHIN THE POUR AREA ** ENSURE YOU HAVE 6 INCHS IN APRON POUR AREA OU TO EDGE OF ROADWAY | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 01/31/2025 | Disapproved - NO FEE | EMADISON |
| Note: ** 01/31/25 BUILDER SUBMITTED FOR A FIELD SURVEY INSPECTION / INSPECTOR CONDUCTED THE FINAL SURVEY AS DISCUSSED WITH BUILDER ON 01/30/25 AS YOU HAD UPLOADED AS A REVISED SITE PLAN AND WAS INTENDED TO BE FOR FINAL SURVEY. ** SEE NOTES IN FINAL SURVEY AS YOUR FINAL SURVEY DOES NOT REFLECT WHATS IN THE FIELD AT THE TIME OF THE INSPECTION NEED TO CORRRECT SITE CONDITIONS AND SUBMIT A NEW FINAL SURVEY _________________________________________________________________________________________________________________ 1/30/2025 - PREVIOUS INSPECTION NOTES ** 01/30/25 BUILDER NEEDS HAVE AN APPROVED FINAL SURVEY BEFORE A FIELD SURVEY CAN BE CONDUCTED | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 01/30/2025 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 01/30/25 BUILDER NEEDS HAVE AN APPROVED FINAL SURVEY BEFORE A FIELD SURVEY CAN BE CONDUCTED | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 01/03/2025 | Disapproved - NO FEE | GBERTOLA |
| Note: 1/3/25= The subject lots drainage must not negatively impact any adjacent property. WATER WILL AFFECT THE NEIGHBORING HOUSES ON BOTH SIDES; PLEASE CHECK THE FINAL SURVEY FOR REMARKS. please check the FINAL SURVEY FOR REMARKS. SITE PLAN SHOULD ONLY ONE CULVERT PIPE, WHILE THE SWALE PLAN SHOULD TWO CULVERT PIPES. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ** 06/11/24 CORRECTIONS MADE READY TO POUR ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility 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. **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ___________________________________________________________________________________________________________________ 6/10/2024 - PREVIOUS INSPECTION NOTES ** 06/07/24 BUILDER NEEDS TO EXTEND FORM BOARDS OR BACK FILL TO CONTAIN THE CONCRETE WITHIN THE POUR AREA ** ENSURE YOU HAVE 6 INCHS IN APRON POUR AREA OU TO EDGE OF ROADWAY | |||
| U-CROSS CONNECTION | 12/10/2024 | CANCELLED BY APPLICANT | WEB |
| U-CROSS CONNECTION | 12/10/2024 | APPROVED - AS NOTED | LFITZGERALD |
| Note: *** NOTES ADDED BY LFITZGERALD 12/10/2024 11:26:53 AM *** no irrigation-no cross connection | |||
| FINAL SURVEY (OFFICE USE ONLY) | 12/09/2024 | Disapproved - NO FEE | EMADISON |
| Note: ** 12/09/24 CULVERT PIPE LEFT SIDE IS OUT OF TOLERANCE IN ACCORDANCE TO THE SWALE PLAN DIAGRAM ** 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 | |||
| ROW- PRE-APRON (PRE-POUR) | 06/11/2024 | APPROVED - AS NOTED | EMADISON |
| Note: ** 06/11/24 CORRECTIONS MADE READY TO POUR ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility 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. **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ___________________________________________________________________________________________________________________ 6/10/2024 - PREVIOUS INSPECTION NOTES ** 06/07/24 BUILDER NEEDS TO EXTEND FORM BOARDS OR BACK FILL TO CONTAIN THE CONCRETE WITHIN THE POUR AREA ** ENSURE YOU HAVE 6 INCHS IN APRON POUR AREA OU TO EDGE OF ROADWAY | |||
| ROW- PRE-APRON (PRE-POUR) | 06/10/2024 | Disapproved - NO FEE | EMADISON |
| Note: ** 06/07/24 BUILDER NEEDS TO EXTEND FORM BOARDS OR BACK FILL TO CONTAIN THE CONCRETE WITHIN THE POUR AREA ** ENSURE YOU HAVE 6 INCHS IN APRON POUR AREA OU TO EDGE OF ROADWAY | |||
| ELECTRIC - EARLY POWER | 06/04/2024 | APPROVED | JWALKER |
| Note: 4/25/2024 - PREVIOUS INSPECTION NOTES Bathroom light wiring has not been safed off in both bathrooms. | |||
| ELECTRIC - EARLY POWER | 04/25/2024 | Disapproved - NO FEE | JWALKER |
| Note: Bathroom light wiring has not been safed off in both bathrooms. | |||
| GRAVITY SEWER TEST | 04/17/2024 | APPROVED | JSTEWART |
| U - SEWER TIE IN | 04/17/2024 | APPROVED | JSTEWART |
| INSULATION | 12/18/2023 | APPROVED - AS NOTED | AGAETANO |
| Note: 12-18-2023 Please insulate garage entry door jambs prior to drywall installation. | |||
| LATH/BRICK/ WATER BARRIER | 12/11/2023 | APPROVED | BTAYLOR |
| ALL ROUGH | 12/08/2023 | APPROVED | BTAYLOR |
| Note: 12/4/2023 - PREVIOUS INSPECTION NOTES 12-04-2023 1. Exterior outlets grounds not connected. 2. Dryer vent not per code and cannot be sloped downward. 3. Dryer vent mssing shield plates. 4. Wires not phased out. 5. Kitchen vent not sealed at roof deck. 6. No head test. 7. Mechanical layout not on site. 8. Energy calcs permit number is faded. Please have a readable set of approved drawings and documents on site. Inspection stopped. | |||
| ALL ROUGH | 12/04/2023 | Disapproved - NO FEE | AGAETANO |
| Note: 12-04-2023 1. Exterior outlets grounds not connected. 2. Dryer vent not per code and cannot be sloped downward. 3. Dryer vent mssing shield plates. 4. Wires not phased out. 5. Kitchen vent not sealed at roof deck. 6. No head test. 7. Mechanical layout not on site. 8. Energy calcs permit number is faded. Please have a readable set of approved drawings and documents on site. Inspection stopped. | |||
| WALL SHEATHING | 12/01/2023 | APPROVED | FWILLIS |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 11/30/2023 | APPROVED | FWILLIS |
| Note: 06/21/2023- Roof sheathing has been checked 5/3/2023 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2340 11/4/2022 - PREVIOUS INSPECTION NOTES 11/2/2022 - PREVIOUS INSPECTION NOTES 11-02-2022 Foundation plan not on site as well as other mssing sheet. Please provide a full set of approved drawing for inspection. NEED THE APPROVED DOCUMENTS ON SITE FOR INSPECTION 107.3,1. 11-04-2022 SD2 1F indicates rebar top and bottom of lintel. Missing rebar at lanai lintel. Check all. 11-21-2022 Drawings are wet. Please provide a full set of approved drawings for all future inspections to aviod any fees. 05-02-2023 1. SD2 Typical frame to block wall attachment not installed as per plans. 2. Please indicate the interior bearing walls on the drawings. 3. Multiple shiners at garage at over framing. Check all areas. 4. Piggyback trusses not installed as per details. | |||
| ROOF VALLEY & METAL | 06/22/2023 | APPROVED | AGAETANO |
| Note: Inspector Notes from Inspection 2465 06/21/2023-This does not allow house to be shingled prior to tie down inspection | |||
| ROOF SHEATHING | 06/21/2023 | APPROVED - AS NOTED | TSTAUFFACHER |
| Note: 06/21/2023-This does not allow house to be shingled prior to tie down inspection | |||
| DOWN CELL | 05/15/2023 | APPROVED | AGAETANO |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 05/03/2023 | Disapproved - NO FEE | AGAETANO |
| Note: Inspector Notes from Inspection 2340 11/4/2022 - PREVIOUS INSPECTION NOTES 11/2/2022 - PREVIOUS INSPECTION NOTES 11-02-2022 Foundation plan not on site as well as other mssing sheet. Please provide a full set of approved drawing for inspection. NEED THE APPROVED DOCUMENTS ON SITE FOR INSPECTION 107.3,1. 11-04-2022 SD2 1F indicates rebar top and bottom of lintel. Missing rebar at lanai lintel. Check all. 11-21-2022 Drawings are wet. Please provide a full set of approved drawings for all future inspections to aviod any fees. 05-02-2023 1. SD2 Typical frame to block wall attachment not installed as per plans. 2. Please indicate the interior bearing walls on the drawings. 3. Multiple shiners at garage at over framing. Check all areas. 4. Piggyback trusses not installed as per details. | |||
| TIE BEAM / LINTEL | 11/21/2022 | APPROVED - AS NOTED | AGAETANO |
| Note: 11/4/2022 - PREVIOUS INSPECTION NOTES 11/2/2022 - PREVIOUS INSPECTION NOTES 11-02-2022 Foundation plan not on site as well as other mssing sheet. Please provide a full set of approved drawing for inspection. NEED THE APPROVED DOCUMENTS ON SITE FOR INSPECTION 107.3,1. 11-04-2022 SD2 1F indicates rebar top and bottom of lintel. Missing rebar at lanai lintel. Check all. 11-21-2022 Drawings are wet. Please provide a full set of approved drawings for all future inspections to aviod any fees. | |||
| TIE BEAM / LINTEL | 11/04/2022 | Disapproved -FEE REQUIRED | AGAETANO |
| Note: 11/2/2022 - PREVIOUS INSPECTION NOTES 11-02-2022 Foundation plan not on site as well as other mssing sheet. Please provide a full set of approved drawing for inspection. NEED THE APPROVED DOCUMENTS ON SITE FOR INSPECTION 107.3,1. 11-04-2022 SD2 1F indicates rebar top and bottom of lintel. Missing rebar at lanai lintel. Check all. | |||
| TIE BEAM / LINTEL | 11/02/2022 | Disapproved -FEE REQUIRED | AGAETANO |
| Note: 11-02-2022 Foundation plan not on site as well as other mssing sheet. Please provide a full set of approved drawing for inspection. NEED THE APPROVED DOCUMENTS ON SITE FOR INSPECTION 107.3,1. | |||
| FOUND SURVEY APPROVED (OFFICE) | 08/25/2022 | APPROVED | TBAKER |
| MONOLITHIC SLAB | 08/09/2022 | APPROVED | LMILLER |
| PLUMBING 1ST ROUGH UNDERGROUND | 07/05/2022 | APPROVED | MGIBSON |
| WATER METER INSTALLATION REQUEST | 05/02/2022 | APPROVED | CSTONE |
Review History
| Department | Status | Date In | Date Out |
| ENGIN1 | COMPLETE | 01/22/2025 | 01/28/2025 |
| Note: Released By: RODNEY RICKS - - RRICKS@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 01/22/2025 | 01/27/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 01/22/2025 | 01/28/2025 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 01/22/2025 | 01/22/2025 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 11/20/2024 | 11/20/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 03/06/2024 | 03/06/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 03/06/2024 | 03/06/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 03/06/2024 | 03/06/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 08/25/2022 | 08/25/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 08/25/2022 | 08/25/2022 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 04/20/2022 | 04/20/2022 |
| Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 04/19/2022 | 04/20/2022 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 04/19/2022 | 04/20/2022 |
| Note: Released By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | HOLD | 04/19/2022 | 04/20/2022 |
| Note: Held By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM | |||
| MECH | HOLD | 04/04/2022 | 04/04/2022 |
| Note: Held By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM 1. Design location on heatload needs to match the energy calc location (Daytona Beach) 2. Provide duct layout signed by the AC contractor (Second Request) 3. Square footage on Energy Calcs does not match the plans | |||
| ZON | HOLD | 04/04/2022 | 04/04/2022 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Plantings must wrap both corners with four along each front side Plantings on the sides and rear do not count for the four. So you need three more on each side. | |||
| ELEC | COMPLETE | 04/04/2022 | 04/04/2022 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | HOLD | 04/04/2022 | 04/04/2022 |
| Note: Held By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM Product approval specification sheet per F.S. 553.842: Provide product approval for wood anchors. | |||
| SWALE | COMPLETE | 03/29/2022 | 06/06/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| BLD | HOLD | 03/24/2022 | 03/25/2022 |
| Note: Held By: FRED REODICA - (386)986-4734 - FREODICA@PALMCOASTGOV.COM Product approval specification sheet per F.S. 553.842: Provide product approval for wood anchors. The FL number 10446 - R6 is for wood connectors not wood anchors. | |||
| CUSVC | COMPLETE | 03/24/2022 | 03/29/2022 |
| Note: Released By: ALYSSA ROSCOE - - | |||
| ELEC | HOLD | 03/24/2022 | 03/25/2022 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. Need to reference the 2017 NEC not the 2020 2. Need to know the square footage of the house to match up with the load calcs. | |||
| ENGIN1 | COMPLETE | 03/24/2022 | 03/29/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| LOCATE | COMPLETE | 03/24/2022 | 03/28/2022 |
| Note: Released By: CANDACE STONE - - CSTONE@PALMCOASTGOV.COM | |||
| MECH | HOLD | 03/24/2022 | 03/25/2022 |
| Note: Held By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM 1. Design location on heatload needs to match the energy calc location (Daytona Beach) 2. Provide duct layout signed by the AC contractor 3. Provide floor plan showing square footage 4. Plans show R5 insulation on block walls. Energy Calcs show R4.1. Revise to match | |||
| SW1 | COMPLETE | 03/24/2022 | 03/28/2022 |
| Note: Released By: PARREN FLANAGAN - - PFLANAGAN@PALMCOASTGOV.COM | |||
| ZON | HOLD | 03/24/2022 | 03/25/2022 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Do not see square foot area calculations on plans Must have at least one shade tree Foundation plantings must be planted at least 2-8ft of the foundation of home not the walkway Plantings must wrap both corners with four along each side |
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 | 03/07/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 03/07/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 03/07/2025 |
| CONTRACTOR CHANGE | ¤20.00 | 03/07/2025 |
| CONTRACTOR CHANGE | ¤20.00 | 03/07/2025 |
| IMPACT FEE FIRE | ¤388.65 | 03/07/2025 |
| IMPACT FEE PARKS | ¤1,455.13 | 03/07/2025 |
| IMPACT FEE TRANSPORTATION | ¤1,764.00 | 03/07/2025 |
| SW ENG REINSPECTION 20 | ¤20.00 | 03/07/2025 |
| SW ENG - REVIEW 20 | ¤20.00 | 04/20/2022 |
| SW ENG RES REVIEW 200 | ¤200.00 | 04/20/2022 |
| SEWER CREDIT | (¤37.12) | 04/20/2022 |
| SEWER INSPECTION | ¤25.00 | 04/20/2022 |
| SEWER CAPITAL FACILITY | ¤4,939.76 | 04/20/2022 |
| WATER CAPITAL FACILITY FEE | ¤3,626.50 | 04/20/2022 |
| SITE PLAN 30 | ¤30.00 | 04/20/2022 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 04/20/2022 |
| SURCHARGE FS 533.721 | ¤10.35 | 04/20/2022 |
| SURCHARGE - FS 468.631 | ¤15.53 | 04/20/2022 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 04/20/2022 |
| SW ENG INSPECTION 80 | ¤80.00 | 04/20/2022 |
| SW ENG PRE APRON | ¤30.00 | 04/20/2022 |
| IMPACT FEE SCHOOL | ¤3,600.00 | 04/20/2022 |
| CONNECTION FEES | ¤1,077.88 | 04/20/2022 |
| WATER- TURN ON | ¤25.00 | 04/20/2022 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 04/20/2022 |
| INSPECTION - RESIDENTIAL | ¤739.75 | 04/20/2022 |
| PLAN REVIEW - RESIDENTIAL | ¤209.82 | 04/20/2022 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤18,447.75 |