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Permit #2022041113
Permit Details
Status: COED
| Parcel Id: 07-11-31-1040-00000-0300 |
| CONDITIONED SPACE: 2196 sqft |
| GARAGE: 438 sqft |
| OPENED PORCH (WITH ROOF) : 495 sqft |
| OPENED PORCH (WITH ROOF) : 118 sqft |
| Total Square Footage: 3247 sqft |
| Block: 00000 |
| Subdivision: 2078 - CANTERBURY ESTATES |
| Job Phone: 386-931-6577 |
| Location Address: 14 LEWISDALE LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 05/04/2022 |
| NOC: RECORDED |
| Applicant name: LUIS JORGE MEDEIROS |
| Owner: PEDREIRO ARTHUR & DEOLINDA H&W |
|
Address 74 LONDON DRIVE PALM COAST, FL 32137 |
| Lot: 0300 |
| Contracted Stated Job Value: ¤300,000.00 |
| 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
DANIEL P HUCKS
| Status | Location Address | State License Number | Phone | Fax |
| CANCEL |
400 N. U.S. 1 Ormond Beach, FL 32174 |
CAC029376 (Exp: 08/31/2024) | 386-672-8494 | 386-673-7856 |
JOSE E ORTIZ JR
| Status | Location Address | State License Number | Phone |
| ACTIVE |
4601 E MOODY BLVD BUNNELL , FL 32110 |
RB29003834 (Exp: 08/31/2027) | 386-313-6055 |
HEATH EDWARD SANFORD
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
1351 HAZELNUT ST BUNNELL, FL 32110 |
CFC1427527 (Exp: 08/31/2026) | 386-445-2532 | 386-445-5575 |
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 | 01/13/2025 | FINAL APPROVED | MKRASKI |
| ROW - FINAL APRON (AFTER POUR) | 01/09/2025 | APPROVED | EMADISON |
| ROW - STORMWATER FINAL | 01/09/2025 | APPROVED | EMADISON |
| U -UTILITY RESIDENTIAL FINAL | 01/09/2025 | FINAL APPROVED | LFITZGERALD |
| BLD - BUILDING FINAL | 01/06/2025 | Disapproved -FEE REQUIRED | JSTEWART |
| Note: *** NOTES ADDED BY JSTEWART 1/6/2025 1:38:46 PM *** Note: Items can be moved into the building as long as gathered in the center of the room allowing walking paths along walls for the reinspection, Once repairs are made on listed items. No sleeping until final and occupancy is approved. *** NOTES ADDED BY JSTEWART 1/6/2025 1:35:50 PM *** 1. Please seal exterior wall penetration at power for pep alarm, and drilled hole below. R402.4.1.1 2. 2 Outlets at Island wall are within 12" of countertop which is considered working counter space, But top extends more then 6". Please relocate/or eliminate. NEC 210.52 (5).....Exeption. 3. Please seal spare tub spout to wall. FBCR P2705.1 4. Lanai bath GFCI receptacle is not functioning. (wont reset) NEC 210.8 5. Please post signed insulation Cert near attic access opening. FBC EC R303.1.1.2 | |||
| LATH/BRICK/ WATER BARRIER | 01/06/2025 | APPROVED | JSTEWART |
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 01/03/2025 | APPROVED | GBERTOLA |
| Note: 1/3/25CORRECTION WERE MADE 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 12/26/2024 - PREVIOUS INSPECTION NOTES 12/17/2024 - PREVIOUS INSPECTION NOTES 12/17/24= I NEED ELEVATION ON THE CORNERS OF THE HOUSE The subject lots drainage must not negatively impact any adjacent property. Shots =at the corners, along the sides, rear of the building, and 10 feet off of the building. The top of slope of “W” swales along the property lines shall be a minimum of 0.30 of a foot higher than the toe of slope. Drainage from the structure is to be a 6-inch (5%) minimum slope for the first 10 FT E.Florida Building Code, Residential, Chapter 4, R401.3 PLEASE CHECK THE REMARKS ON THE FINAL SURVEY | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 01/03/2025 | APPROVED | GBERTOLA |
| Note: 1/3/25CORRECTION WERE MADE 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 12/13/2024 - PREVIOUS INSPECTION NOTES FINAL SURVEY NEEDS TO PASSED BEFORE THIS INSPECTION | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 12/26/2024 | CANCELLED BY APPLICANT | PFLANAGAN |
| Note: 12/17/2024 - PREVIOUS INSPECTION NOTES 12/17/24= I NEED ELEVATION ON THE CORNERS OF THE HOUSE The subject lots drainage must not negatively impact any adjacent property. Shots at the corners, along the sides, rear of the building, and 10 feet off of the building. The top of slope of “W” swales along the property lines shall be a minimum of 0.30 of a foot higher than the toe of slope. Drainage from the structure is to be a 6-inch (5%) minimum slope for the first 10 FT E.Florida Building Code, Residential, Chapter 4, R401.3 PLEASE CHECK THE REMARKS ON THE FINAL SURVEY | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 12/17/2024 | Disapproved - NO FEE | GBERTOLA |
| Note: 12/17/24= I NEED ELEVATION ON THE CORNERS OF THE HOUSE The subject lots drainage must not negatively impact any adjacent property. Shots at the corners, along the sides, rear of the building, and 10 feet off of the building. The top of slope of “W” swales along the property lines shall be a minimum of 0.30 of a foot higher than the toe of slope. Drainage from the structure is to be a 6-inch (5%) minimum slope for the first 10 FT E.Florida Building Code, Residential, Chapter 4, R401.3 PLEASE CHECK THE REMARKS ON THE FINAL SURVEY | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 12/13/2024 | Disapproved - NO FEE | PFLANAGAN |
| Note: FINAL SURVEY NEEDS TO PASSED BEFORE THIS INSPECTION | |||
| FINAL SURVEY (OFFICE USE ONLY) | 12/13/2024 | Disapproved - NO FEE | PFLANAGAN |
| Note: 1) NEED TO HAVE 6" OF FALL OFF THE BACK OF THE HOUSE. FBC CHAPTER4 R401.3 Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’. 2) NEED TO HAVE A MINIMUM OF .30 FROM THE TOE OF THE SWALE TO THE TOP OF THE SWALE. Sec. 300.04 E7 The top of slope of swales along the property lines shall be a minimum of 0.30 feet higher than the toe of slope. | |||
| U-CROSS CONNECTION | 11/22/2024 | APPROVED | DHANEY |
| ROW- PRE-APRON (PRE-POUR) | 09/10/2024 | APPROVED - AS NOTED | EMADISON |
| Note: ** 09/10/24 ENSURE A GOOD SOLID BASE COMPACTION DUE TO RECENT RAINS ** READY TO SET PAVERS** ________________________________________________________________________________________________________________________ 9/6/2024 - PREVIOUS INSPECTION NOTES STILL NEED TO COMPACT BASE ------------------------------------------------------------------------ 8/28/2024 - PREVIOUS INSPECTION NOTES ** 08/28/24 PAVER BASE NEEDS TO BE COMPACTED, IT IS TOO LOOSE ** DO NOT SET PAVERS _____________________________________________________________________________________________________________ 8/26/2024 - PREVIOUS INSPECTION NOTES ** 08/26/24 CANCELED VIA TEXT BY BUILDER LUIS A PLUS HOME IMPROVEMENTS LLC 386-931-6577 _____________________________________________________________________________________________________________________ 7/30/2024 - PREVIOUS INSPECTION NOTES ** 07/30/24 READY TO POUR APRON WITH SIDEWALK AND PAVER RESTRAINTS ** 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 ** SCHEDULE NEXT PRE-POUR ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET PAVERS UNTIL NEXT PRE-POUR HAS BEEN APPROVED _________________________________________________________________________________________________________________ 7/24/2024 - PREVIOUS INSPECTION NOTES ** 07/24/24 THE BUILDER STILL HAS NOT PROVIDED INFORMATION ON HOW THE APRONIS BEING WILL BE ALL CONCRETE ALONG WITH THE SIDEWALK OR PAVERS OVER CONCRETE AS INDICATED BY P. FLANNAGEN FROM HIS SITE MEET WITH BUILDER. ** ALSO THERE IS A BROKEN DRAIN PIPE IN APRON THAT NEEDS TO BE EXTENDED SO IT IS NOT COVERED ** SITE IS STILL NOT READY FOR INSPECTION __________________________________________________________________________________________________________________ 7/19/2024 - PREVIOUS INSPECTION NOTES ** 07/19/24 SITE NOT READY ** THERE WERE NO NOTES BY BUILDER TO INFORM THE INSPECTOR AS WHAT DETAIL THEY ARE GOING TO BUILD THE DRIVEWAY BY. ** BUILDER IS ALSO REQUIRED PICK WHAT OPTION THE PAVER RESTRAINTS / FOOTERS HE WILL BE INSTALLING REFERENCE DRAWING# 300.H RESIDENTIAL PAVER DRIVEWAY DETAIL UPLOAD TO THE ATTACHMENTS OR LEAVE A HARD COPY IN PERMIT BOX FOR INSPECTOR TO REVIEW ** SIDEWALK CAN NOT EXCEED A 2% SLOPE CURRENTLY 2.65% ** Sec.400.01A Designers need to remember that as they change the grade to allow cars to effectively negotiate the elevation changebetween the street and the sidewalk, they must not compromise good pedestrian designpractice. ADA Accessibility Guidelines (ADAAG) does not permit the cross slope of thesidewalk to exceed 2 percent. ** SIDEWALKS OUTSIDE OF THE APRON REQUIRE A MINIMUM OF 4 INCHES OF CONCRETE ** Sec 400.02 Sidewalks constructed within the City of Palm Coast shall be constructed with 3000 psi concrete and contain fiber or wire mesh. Sidewalk shall be a minimum of 4" thick concrete. Sidewalks at driveway/turnout crossings shall be a minimum of 6" thick concrete. ** LARGE HOLE IN RIGHT SIDE APRON AREA AND LARGE MOUND OF MATERIAL IN POUR APRON ** SEE ATTACHED PHOTOS ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9200 TALKED TO BUILDER ABOUT THE DRIVEWAY. HE NEED TO TALK TO THE HOMEOWNER ABOUT ETHER DOING THE WHOLE DRIVEWAY IN PAVERS AND JUST THE SIDEWALK IN CONCRETE OR IF CONCRETE FOR THE APRON AND SIDEWALK AND PAVER TO THE GARAGE. TOLD HIM TO OUT IN THE NOTES WHAT THEY ARE DOING WITH THE PRE POUR SO THE INSPECTOR IS NOT INSPECTING WRONG. | |||
| ROW- PRE-APRON (PRE-POUR) | 09/04/2024 | Disapproved - NO FEE | PFLANAGAN |
| Note: STILL NEED TO COMPACT BASE ------------------------------------------------------------------------ 8/28/2024 - PREVIOUS INSPECTION NOTES ** 08/28/24 PAVER BASE NEEDS TO BE COMPACTED, IT IS TOO LOOSE ** DO NOT SET PAVERS _____________________________________________________________________________________________________________ 8/26/2024 - PREVIOUS INSPECTION NOTES ** 08/26/24 CANCELED VIA TEXT BY BUILDER LUIS A PLUS HOME IMPROVEMENTS LLC 386-931-6577 _____________________________________________________________________________________________________________________ 7/30/2024 - PREVIOUS INSPECTION NOTES ** 07/30/24 READY TO POUR APRON WITH SIDEWALK AND PAVER RESTRAINTS ** 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 ** SCHEDULE NEXT PRE-POUR ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET PAVERS UNTIL NEXT PRE-POUR HAS BEEN APPROVED _________________________________________________________________________________________________________________ 7/24/2024 - PREVIOUS INSPECTION NOTES ** 07/24/24 THE BUILDER STILL HAS NOT PROVIDED INFORMATION ON HOW THE APRONIS BEING WILL BE ALL CONCRETE ALONG WITH THE SIDEWALK OR PAVERS OVER CONCRETE AS INDICATED BY P. FLANNAGEN FROM HIS SITE MEET WITH BUILDER. ** ALSO THERE IS A BROKEN DRAIN PIPE IN APRON THAT NEEDS TO BE EXTENDED SO IT IS NOT COVERED ** SITE IS STILL NOT READY FOR INSPECTION __________________________________________________________________________________________________________________ 7/19/2024 - PREVIOUS INSPECTION NOTES ** 07/19/24 SITE NOT READY ** THERE WERE NO NOTES BY BUILDER TO INFORM THE INSPECTOR AS WHAT DETAIL THEY ARE GOING TO BUILD THE DRIVEWAY BY. ** BUILDER IS ALSO REQUIRED PICK WHAT OPTION THE PAVER RESTRAINTS / FOOTERS HE WILL BE INSTALLING REFERENCE DRAWING# 300.H RESIDENTIAL PAVER DRIVEWAY DETAIL UPLOAD TO THE ATTACHMENTS OR LEAVE A HARD COPY IN PERMIT BOX FOR INSPECTOR TO REVIEW ** SIDEWALK CAN NOT EXCEED A 2% SLOPE CURRENTLY 2.65% ** Sec.400.01A Designers need to remember that as they change the grade to allow cars to effectively negotiate the elevation changebetween the street and the sidewalk, they must not compromise good pedestrian designpractice. ADA Accessibility Guidelines (ADAAG) does not permit the cross slope of thesidewalk to exceed 2 percent. ** SIDEWALKS OUTSIDE OF THE APRON REQUIRE A MINIMUM OF 4 INCHES OF CONCRETE ** Sec 400.02 Sidewalks constructed within the City of Palm Coast shall be constructed with 3000 psi concrete and contain fiber or wire mesh. Sidewalk shall be a minimum of 4" thick concrete. Sidewalks at driveway/turnout crossings shall be a minimum of 6" thick concrete. ** LARGE HOLE IN RIGHT SIDE APRON AREA AND LARGE MOUND OF MATERIAL IN POUR APRON ** SEE ATTACHED PHOTOS ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9200 TALKED TO BUILDER ABOUT THE DRIVEWAY. HE NEED TO TALK TO THE HOMEOWNER ABOUT ETHER DOING THE WHOLE DRIVEWAY IN PAVERS AND JUST THE SIDEWALK IN CONCRETE OR IF CONCRETE FOR THE APRON AND SIDEWALK AND PAVER TO THE GARAGE. TOLD HIM TO OUT IN THE NOTES WHAT THEY ARE DOING WITH THE PRE POUR SO THE INSPECTOR IS NOT INSPECTING WRONG. | |||
| ROW- PRE-APRON (PRE-POUR) | 08/28/2024 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 08/28/24 PAVER BASE NEEDS TO BE COMPACTED, IT IS TOO LOOSE ** DO NOT SET PAVERS _____________________________________________________________________________________________________________ 8/26/2024 - PREVIOUS INSPECTION NOTES ** 08/26/24 CANCELED VIA TEXT BY BUILDER LUIS A PLUS HOME IMPROVEMENTS LLC 386-931-6577 _____________________________________________________________________________________________________________________ 7/30/2024 - PREVIOUS INSPECTION NOTES ** 07/30/24 READY TO POUR APRON WITH SIDEWALK AND PAVER RESTRAINTS ** 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 ** SCHEDULE NEXT PRE-POUR ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET PAVERS UNTIL NEXT PRE-POUR HAS BEEN APPROVED _________________________________________________________________________________________________________________ 7/24/2024 - PREVIOUS INSPECTION NOTES ** 07/24/24 THE BUILDER STILL HAS NOT PROVIDED INFORMATION ON HOW THE APRONIS BEING WILL BE ALL CONCRETE ALONG WITH THE SIDEWALK OR PAVERS OVER CONCRETE AS INDICATED BY P. FLANNAGEN FROM HIS SITE MEET WITH BUILDER. ** ALSO THERE IS A BROKEN DRAIN PIPE IN APRON THAT NEEDS TO BE EXTENDED SO IT IS NOT COVERED ** SITE IS STILL NOT READY FOR INSPECTION __________________________________________________________________________________________________________________ 7/19/2024 - PREVIOUS INSPECTION NOTES ** 07/19/24 SITE NOT READY ** THERE WERE NO NOTES BY BUILDER TO INFORM THE INSPECTOR AS WHAT DETAIL THEY ARE GOING TO BUILD THE DRIVEWAY BY. ** BUILDER IS ALSO REQUIRED PICK WHAT OPTION THE PAVER RESTRAINTS / FOOTERS HE WILL BE INSTALLING REFERENCE DRAWING# 300.H RESIDENTIAL PAVER DRIVEWAY DETAIL UPLOAD TO THE ATTACHMENTS OR LEAVE A HARD COPY IN PERMIT BOX FOR INSPECTOR TO REVIEW ** SIDEWALK CAN NOT EXCEED A 2% SLOPE CURRENTLY 2.65% ** Sec.400.01A Designers need to remember that as they change the grade to allow cars to effectively negotiate the elevation changebetween the street and the sidewalk, they must not compromise good pedestrian designpractice. ADA Accessibility Guidelines (ADAAG) does not permit the cross slope of thesidewalk to exceed 2 percent. ** SIDEWALKS OUTSIDE OF THE APRON REQUIRE A MINIMUM OF 4 INCHES OF CONCRETE ** Sec 400.02 Sidewalks constructed within the City of Palm Coast shall be constructed with 3000 psi concrete and contain fiber or wire mesh. Sidewalk shall be a minimum of 4" thick concrete. Sidewalks at driveway/turnout crossings shall be a minimum of 6" thick concrete. ** LARGE HOLE IN RIGHT SIDE APRON AREA AND LARGE MOUND OF MATERIAL IN POUR APRON ** SEE ATTACHED PHOTOS ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9200 TALKED TO BUILDER ABOUT THE DRIVEWAY. HE NEED TO TALK TO THE HOMEOWNER ABOUT ETHER DOING THE WHOLE DRIVEWAY IN PAVERS AND JUST THE SIDEWALK IN CONCRETE OR IF CONCRETE FOR THE APRON AND SIDEWALK AND PAVER TO THE GARAGE. TOLD HIM TO OUT IN THE NOTES WHAT THEY ARE DOING WITH THE PRE POUR SO THE INSPECTOR IS NOT INSPECTING WRONG. | |||
| ROW- PRE-APRON (PRE-POUR) | 08/26/2024 | CANCELLED BY APPLICANT | EMADISON |
| Note: ** 08/26/24 CANCELED VIA TEXT BY BUILDER LUIS A PLUS HOME IMPROVEMENTS LLC 386-931-6577 _____________________________________________________________________________________________________________________ 7/30/2024 - PREVIOUS INSPECTION NOTES ** 07/30/24 READY TO POUR APRON WITH SIDEWALK AND PAVER RESTRAINTS ** 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 ** SCHEDULE NEXT PRE-POUR ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET PAVERS UNTIL NEXT PRE-POUR HAS BEEN APPROVED _________________________________________________________________________________________________________________ 7/24/2024 - PREVIOUS INSPECTION NOTES ** 07/24/24 THE BUILDER STILL HAS NOT PROVIDED INFORMATION ON HOW THE APRONIS BEING WILL BE ALL CONCRETE ALONG WITH THE SIDEWALK OR PAVERS OVER CONCRETE AS INDICATED BY P. FLANNAGEN FROM HIS SITE MEET WITH BUILDER. ** ALSO THERE IS A BROKEN DRAIN PIPE IN APRON THAT NEEDS TO BE EXTENDED SO IT IS NOT COVERED ** SITE IS STILL NOT READY FOR INSPECTION __________________________________________________________________________________________________________________ 7/19/2024 - PREVIOUS INSPECTION NOTES ** 07/19/24 SITE NOT READY ** THERE WERE NO NOTES BY BUILDER TO INFORM THE INSPECTOR AS WHAT DETAIL THEY ARE GOING TO BUILD THE DRIVEWAY BY. ** BUILDER IS ALSO REQUIRED PICK WHAT OPTION THE PAVER RESTRAINTS / FOOTERS HE WILL BE INSTALLING REFERENCE DRAWING# 300.H RESIDENTIAL PAVER DRIVEWAY DETAIL UPLOAD TO THE ATTACHMENTS OR LEAVE A HARD COPY IN PERMIT BOX FOR INSPECTOR TO REVIEW ** SIDEWALK CAN NOT EXCEED A 2% SLOPE CURRENTLY 2.65% ** Sec.400.01A Designers need to remember that as they change the grade to allow cars to effectively negotiate the elevation changebetween the street and the sidewalk, they must not compromise good pedestrian designpractice. ADA Accessibility Guidelines (ADAAG) does not permit the cross slope of thesidewalk to exceed 2 percent. ** SIDEWALKS OUTSIDE OF THE APRON REQUIRE A MINIMUM OF 4 INCHES OF CONCRETE ** Sec 400.02 Sidewalks constructed within the City of Palm Coast shall be constructed with 3000 psi concrete and contain fiber or wire mesh. Sidewalk shall be a minimum of 4" thick concrete. Sidewalks at driveway/turnout crossings shall be a minimum of 6" thick concrete. ** LARGE HOLE IN RIGHT SIDE APRON AREA AND LARGE MOUND OF MATERIAL IN POUR APRON ** SEE ATTACHED PHOTOS ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9200 TALKED TO BUILDER ABOUT THE DRIVEWAY. HE NEED TO TALK TO THE HOMEOWNER ABOUT ETHER DOING THE WHOLE DRIVEWAY IN PAVERS AND JUST THE SIDEWALK IN CONCRETE OR IF CONCRETE FOR THE APRON AND SIDEWALK AND PAVER TO THE GARAGE. TOLD HIM TO OUT IN THE NOTES WHAT THEY ARE DOING WITH THE PRE POUR SO THE INSPECTOR IS NOT INSPECTING WRONG. | |||
| ROW- PRE-APRON (PRE-POUR) | 07/30/2024 | PARTIALLY APPROVED | EMADISON |
| Note: ** 07/30/24 READY TO POUR APRON WITH SIDEWALK AND PAVER RESTRAINTS ** 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 ** SCHEDULE NEXT PRE-POUR ONCE PAVER BASE HAS BEEN SPREAD AND COMPACTED ** DO NOT SET PAVERS UNTIL NEXT PRE-POUR HAS BEEN APPROVED _________________________________________________________________________________________________________________ 7/24/2024 - PREVIOUS INSPECTION NOTES ** 07/24/24 THE BUILDER STILL HAS NOT PROVIDED INFORMATION ON HOW THE APRONIS BEING WILL BE ALL CONCRETE ALONG WITH THE SIDEWALK OR PAVERS OVER CONCRETE AS INDICATED BY P. FLANNAGEN FROM HIS SITE MEET WITH BUILDER. ** ALSO THERE IS A BROKEN DRAIN PIPE IN APRON THAT NEEDS TO BE EXTENDED SO IT IS NOT COVERED ** SITE IS STILL NOT READY FOR INSPECTION __________________________________________________________________________________________________________________ 7/19/2024 - PREVIOUS INSPECTION NOTES ** 07/19/24 SITE NOT READY ** THERE WERE NO NOTES BY BUILDER TO INFORM THE INSPECTOR AS WHAT DETAIL THEY ARE GOING TO BUILD THE DRIVEWAY BY. ** BUILDER IS ALSO REQUIRED PICK WHAT OPTION THE PAVER RESTRAINTS / FOOTERS HE WILL BE INSTALLING REFERENCE DRAWING# 300.H RESIDENTIAL PAVER DRIVEWAY DETAIL UPLOAD TO THE ATTACHMENTS OR LEAVE A HARD COPY IN PERMIT BOX FOR INSPECTOR TO REVIEW ** SIDEWALK CAN NOT EXCEED A 2% SLOPE CURRENTLY 2.65% ** Sec.400.01A Designers need to remember that as they change the grade to allow cars to effectively negotiate the elevation changebetween the street and the sidewalk, they must not compromise good pedestrian designpractice. ADA Accessibility Guidelines (ADAAG) does not permit the cross slope of thesidewalk to exceed 2 percent. ** SIDEWALKS OUTSIDE OF THE APRON REQUIRE A MINIMUM OF 4 INCHES OF CONCRETE ** Sec 400.02 Sidewalks constructed within the City of Palm Coast shall be constructed with 3000 psi concrete and contain fiber or wire mesh. Sidewalk shall be a minimum of 4" thick concrete. Sidewalks at driveway/turnout crossings shall be a minimum of 6" thick concrete. ** LARGE HOLE IN RIGHT SIDE APRON AREA AND LARGE MOUND OF MATERIAL IN POUR APRON ** SEE ATTACHED PHOTOS ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9200 TALKED TO BUILDER ABOUT THE DRIVEWAY. HE NEED TO TALK TO THE HOMEOWNER ABOUT ETHER DOING THE WHOLE DRIVEWAY IN PAVERS AND JUST THE SIDEWALK IN CONCRETE OR IF CONCRETE FOR THE APRON AND SIDEWALK AND PAVER TO THE GARAGE. TOLD HIM TO OUT IN THE NOTES WHAT THEY ARE DOING WITH THE PRE POUR SO THE INSPECTOR IS NOT INSPECTING WRONG. | |||
| ROW- PRE-APRON (PRE-POUR) | 07/24/2024 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 07/24/24 THE BUILDER STILL HAS NOT PROVIDED INFORMATION ON HOW THE APRONIS BEING WILL BE ALL CONCRETE ALONG WITH THE SIDEWALK OR PAVERS OVER CONCRETE AS INDICATED BY P. FLANNAGEN FROM HIS SITE MEET WITH BUILDER. ** ALSO THERE IS A BROKEN DRAIN PIPE IN APRON THAT NEEDS TO BE EXTENDED SO IT IS NOT COVERED ** SITE IS STILL NOT READY FOR INSPECTION __________________________________________________________________________________________________________________ 7/19/2024 - PREVIOUS INSPECTION NOTES ** 07/19/24 SITE NOT READY ** THERE WERE NO NOTES BY BUILDER TO INFORM THE INSPECTOR AS WHAT DETAIL THEY ARE GOING TO BUILD THE DRIVEWAY BY. ** BUILDER IS ALSO REQUIRED PICK WHAT OPTION THE PAVER RESTRAINTS / FOOTERS HE WILL BE INSTALLING REFERENCE DRAWING# 300.H RESIDENTIAL PAVER DRIVEWAY DETAIL UPLOAD TO THE ATTACHMENTS OR LEAVE A HARD COPY IN PERMIT BOX FOR INSPECTOR TO REVIEW ** SIDEWALK CAN NOT EXCEED A 2% SLOPE CURRENTLY 2.65% ** Sec.400.01A Designers need to remember that as they change the grade to allow cars to effectively negotiate the elevation changebetween the street and the sidewalk, they must not compromise good pedestrian designpractice. ADA Accessibility Guidelines (ADAAG) does not permit the cross slope of thesidewalk to exceed 2 percent. ** SIDEWALKS OUTSIDE OF THE APRON REQUIRE A MINIMUM OF 4 INCHES OF CONCRETE ** Sec 400.02 Sidewalks constructed within the City of Palm Coast shall be constructed with 3000 psi concrete and contain fiber or wire mesh. Sidewalk shall be a minimum of 4" thick concrete. Sidewalks at driveway/turnout crossings shall be a minimum of 6" thick concrete. ** LARGE HOLE IN RIGHT SIDE APRON AREA AND LARGE MOUND OF MATERIAL IN POUR APRON ** SEE ATTACHED PHOTOS ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9200 TALKED TO BUILDER ABOUT THE DRIVEWAY. HE NEED TO TALK TO THE HOMEOWNER ABOUT ETHER DOING THE WHOLE DRIVEWAY IN PAVERS AND JUST THE SIDEWALK IN CONCRETE OR IF CONCRETE FOR THE APRON AND SIDEWALK AND PAVER TO THE GARAGE. TOLD HIM TO OUT IN THE NOTES WHAT THEY ARE DOING WITH THE PRE POUR SO THE INSPECTOR IS NOT INSPECTING WRONG. | |||
| ROW- PAVER RESTRAINTS | 07/23/2024 | APPROVED - AS NOTED | EMADISON |
| Note: ** 07/23/24 READY TO POUR PAVER RESTRAINTS ONLY ** ***DO NOT POUR SIDEWALK AS IT IS STILL PITCHED TO MUCH*** ** Sec.400.01A Designers need to rememberthat as they change the grade to allow cars to effectively negotiate the elevation changebetween the street and the sidewalk, they must not compromise good pedestrian designpractice. ADA Accessibility Guidelines (ADAAG) does not permit the cross slope of thesidewalk to exceed 2 percent. ** DO NOT POUR APRON ** ____________________________________________________________________________________________________________________ 7/19/2024 - PREVIOUS INSPECTION NOTES ** 07/19/24 ** BUILDER IS ALSO REQUIRED PICK WHAT OPTION THE PAVER RESTRAINTS / FOOTERS HE WILL BE INSTALLING REFERENCE DRAWING# 300.H RESIDENTIAL PAVER DRIVEWAY DETAIL UPLOAD TO THE ATTACHMENTS OR LEAVE A HARD COPY IN PERMIT BOX FOR INSPECTOR TO REVIEW | |||
| ROW- PAVER RESTRAINTS | 07/19/2024 | Disapproved - NO FEE | EMADISON |
| Note: ** 07/19/24 ** BUILDER IS ALSO REQUIRED PICK WHAT OPTION THE PAVER RESTRAINTS / FOOTERS HE WILL BE INSTALLING REFERENCE DRAWING# 300.H RESIDENTIAL PAVER DRIVEWAY DETAIL UPLOAD TO THE ATTACHMENTS OR LEAVE A HARD COPY IN PERMIT BOX FOR INSPECTOR TO REVIEW | |||
| ROW- PRE-APRON (PRE-POUR) | 07/19/2024 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 07/19/24 SITE NOT READY ** THERE WERE NO NOTES BY BUILDER TO INFORM THE INSPECTOR AS WHAT DETAIL THEY ARE GOING TO BUILD THE DRIVEWAY BY. ** BUILDER IS ALSO REQUIRED PICK WHAT OPTION THE PAVER RESTRAINTS / FOOTERS HE WILL BE INSTALLING REFERENCE DRAWING# 300.H RESIDENTIAL PAVER DRIVEWAY DETAIL UPLOAD TO THE ATTACHMENTS OR LEAVE A HARD COPY IN PERMIT BOX FOR INSPECTOR TO REVIEW ** SIDEWALK CAN NOT EXCEED A 2% SLOPE CURRENTLY 2.65% ** Sec.400.01A Designers need to remember that as they change the grade to allow cars to effectively negotiate the elevation changebetween the street and the sidewalk, they must not compromise good pedestrian designpractice. ADA Accessibility Guidelines (ADAAG) does not permit the cross slope of thesidewalk to exceed 2 percent. ** SIDEWALKS OUTSIDE OF THE APRON REQUIRE A MINIMUM OF 4 INCHES OF CONCRETE ** Sec 400.02 Sidewalks constructed within the City of Palm Coast shall be constructed with 3000 psi concrete and contain fiber or wire mesh. Sidewalk shall be a minimum of 4" thick concrete. Sidewalks at driveway/turnout crossings shall be a minimum of 6" thick concrete. ** LARGE HOLE IN RIGHT SIDE APRON AREA AND LARGE MOUND OF MATERIAL IN POUR APRON ** SEE ATTACHED PHOTOS ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9200 TALKED TO BUILDER ABOUT THE DRIVEWAY. HE NEED TO TALK TO THE HOMEOWNER ABOUT ETHER DOING THE WHOLE DRIVEWAY IN PAVERS AND JUST THE SIDEWALK IN CONCRETE OR IF CONCRETE FOR THE APRON AND SIDEWALK AND PAVER TO THE GARAGE. TOLD HIM TO OUT IN THE NOTES WHAT THEY ARE DOING WITH THE PRE POUR SO THE INSPECTOR IS NOT INSPECTING WRONG. | |||
| GRAVITY SEWER TEST | 05/01/2024 | APPROVED | MGIBSON |
| U - SEWER TIE IN | 05/01/2024 | APPROVED | MGIBSON |
| ROW- PROJECT STATUS | 03/21/2024 | APPROVED - AS NOTED | PFLANAGAN |
| Note: TALKED TO BUILDER ABOUT THE DRIVEWAY. HE NEED TO TALK TO THE HOMEOWNER ABOUT ETHER DOING THE WHOLE DRIVEWAY IN PAVERS AND JUST THE SIDEWALK IN CONCRETE OR IF CONCRETE FOR THE APRON AND SIDEWALK AND PAVER TO THE GARAGE. TOLD HIM TO OUT IN THE NOTES WHAT THEY ARE DOING WITH THE PRE POUR SO THE INSPECTOR IS NOT INSPECTING WRONG. | |||
| ELECTRIC - EARLY POWER | 03/19/2024 | APPROVED - AS NOTED | JSTEWART |
| Note: 3/19/24- Authorize release of email to FPL @ 12:05p | |||
| PEP TANK INSTALLATION REQUEST | 03/05/2024 | APPROVED | CBOWERMASTER |
| Note: 1/25/2024 2:31:48 PM- PREVIOUS INSPECTION NOTES FAIL-STUCCO | |||
| DOWN CELL | 02/05/2024 | APPROVED | JSTEWART |
| Note: 1/25/2024 - PREVIOUS INSPECTION NOTES 1/25/24- Added a tie beam/lintel inspection for the Block work and reinforcment at Rear Porch. reschedule Down cell inspection once tie beam/ lintel is approved and cells our Poured solid. 5/15/2023 - PREVIOUS INSPECTION NOTES Still needs Roof Sheathing, Braces and ties. | |||
| TIE BEAM / LINTEL | 01/30/2024 | APPROVED | FWILLIS |
| Note: 1/25/2024 - PREVIOUS INSPECTION NOTES 1/25/24- Vertical reinforcement needs to be embedded 4" at both ends (top and bottom) per the plans submitted and approved. | |||
| TIE BEAM / LINTEL | 01/25/2024 | Disapproved - NO FEE | JSTEWART |
| Note: 1/25/24- Vertical reinforcement needs to be embedded 4" at both ends (top and bottom) per the plans submitted and approved. | |||
| DOWN CELL | 01/25/2024 | CANCELLED BY APPLICANT | JSTEWART |
| Note: 1/25/24- Added a tie beam/lintel inspection for the Block work and reinforcment at Rear Porch. reschedule Down cell inspection once tie beam/ lintel is approved and cells our Poured solid. 5/15/2023 - PREVIOUS INSPECTION NOTES Still needs Roof Sheathing, Braces and ties. | |||
| PEP TANK INSTALLATION REQUEST | 01/25/2024 | Disapproved -FEE REQUIRED | BVITALE |
| Note: FAIL-STUCCO | |||
| INSULATION | 01/11/2024 | APPROVED | JSTEWART |
| Note: 1/10/2024 - PREVIOUS INSPECTION NOTES 1/10/24- Previous notes not rectified.....1. R302.11 Fireblocking.....Horizontally at intervals not exceeding 10 feet (3048 mm). 2. Drywall is leaning on walls unable to see Horizontal runs...... WORK SHALL BE ACCESSABLE UNTIL APPROVED BY THE BUILDING OFFICIAL 110.1 Please lay drywall onto the floor away from walls, to have clear and open view of Horizontal (romex ,Pipes etc) runs for code cited in #1. 12/11/2023 - PREVIOUS INSPECTION NOTES 12/11/23- Previous note not rectified......Please obtain revision of energy calcs and Product aproval for Windows installed. 1. R302.11 Fireblocking.....Horizontally at intervals not exceeding 10 feet (3048 mm). 2. Drywall is leaning on walls unable to see Horizontal runs...... WORK SHALL BE ACCESSABLE UNTIL APPROVED BY THE BUILDING OFFICIAL 110.1 Inspector Notes from Inspection 2420 11/29/23- Please obtain revision of energy calcs and Product aproval for Windows installed. Please install correct nail plates at Plumbing penetrations Mids and top plates, P2603.2.1 ......SHALL EXTEND NO LESS THAN 2 inches ABOVE SOLE PLATES AND BELOW TOP PLATES. Will check at insulation. 11/28/2023 - PREVIOUS INSPECTION NOTES 11/22/2023 - PREVIOUS INSPECTION NOTES | |||
| INSULATION | 01/10/2024 | Disapproved -FEE REQUIRED | JSTEWART |
| Note: 1/10/24- Previous notes not rectified.....1. R302.11 Fireblocking.....Horizontally at intervals not exceeding 10 feet (3048 mm). 2. Drywall is leaning on walls unable to see Horizontal runs...... WORK SHALL BE ACCESSABLE UNTIL APPROVED BY THE BUILDING OFFICIAL 110.1 Please lay drywall onto the floor away from walls, to have clear and open view of Horizontal (romex ,Pipes etc) runs for code cited in #1. 12/11/2023 - PREVIOUS INSPECTION NOTES 12/11/23- Previous note not rectified......Please obtain revision of energy calcs and Product aproval for Windows installed. 1. R302.11 Fireblocking.....Horizontally at intervals not exceeding 10 feet (3048 mm). 2. Drywall is leaning on walls unable to see Horizontal runs...... WORK SHALL BE ACCESSABLE UNTIL APPROVED BY THE BUILDING OFFICIAL 110.1 Inspector Notes from Inspection 2420 11/29/23- Please obtain revision of energy calcs and Product aproval for Windows installed. Please install correct nail plates at Plumbing penetrations Mids and top plates, P2603.2.1 ......SHALL EXTEND NO LESS THAN 2 inches ABOVE SOLE PLATES AND BELOW TOP PLATES. Will check at insulation. 11/28/2023 - PREVIOUS INSPECTION NOTES 11/22/2023 - PREVIOUS INSPECTION NOTES | |||
| INSULATION | 12/11/2023 | Disapproved -FEE REQUIRED | JSTEWART |
| Note: 12/11/23- Previous note not rectified......Please obtain revision of energy calcs and Product aproval for Windows installed. 1. R302.11 Fireblocking.....Horizontally at intervals not exceeding 10 feet (3048 mm). 2. Drywall is leaning on walls unable to see Horizontal runs...... WORK SHALL BE ACCESSABLE UNTIL APPROVED BY THE BUILDING OFFICIAL 110.1 Inspector Notes from Inspection 2420 11/29/23- Please obtain revision of energy calcs and Product aproval for Windows installed. Please install correct nail plates at Plumbing penetrations Mids and top plates, P2603.2.1 ......SHALL EXTEND NO LESS THAN 2 inches ABOVE SOLE PLATES AND BELOW TOP PLATES. Will check at insulation. 11/28/2023 - PREVIOUS INSPECTION NOTES 11/22/2023 - PREVIOUS INSPECTION NOTES | |||
| ALL ROUGH | 11/29/2023 | APPROVED - AS NOTED | JSTEWART |
| Note: 11/29/23- Please obtain revision of energy calcs and Product aproval for Windows installed. Please install correct nail plates at Plumbing penetrations Mids and top plates, P2603.2.1 ......SHALL EXTEND NO LESS THAN 2 inches ABOVE SOLE PLATES AND BELOW TOP PLATES. Will check at insulation. 11/28/2023 - PREVIOUS INSPECTION NOTES 11/22/2023 - PREVIOUS INSPECTION NOTES | |||
| ALL ROUGH | 11/28/2023 | CANCELLED BY APPLICANT | MKRASKI |
| Note: 11/22/2023 - PREVIOUS INSPECTION NOTES | |||
| ALL ROUGH | 11/22/2023 | CANCELLED BY APPLICANT | MKRASKI |
| WALL SHEATHING | 11/21/2023 | APPROVED | FWILLIS |
| ROOF VALLEY & METAL | 06/14/2023 | APPROVED | FWILLIS |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 06/13/2023 | APPROVED | FWILLIS |
| DOWN CELL | 05/15/2023 | PARTIALLY APPROVED | FWILLIS |
| Note: Still needs Roof Sheathing, Braces and ties. | |||
| FOUND SURVEY APPROVED (OFFICE) | 12/06/2022 | APPROVED | TBAKER |
| TIE BEAM / LINTEL | 11/23/2022 | APPROVED | FWILLIS |
| MONOLITHIC SLAB | 08/12/2022 | APPROVED | RMARTIN |
| PLUMBING 1ST ROUGH UNDERGROUND | 08/10/2022 | APPROVED | MGIBSON |
| WATER METER INSTALLATION REQUEST | 08/08/2022 | APPROVED | CSTONE |
| Note: THIS IS A REINSPECTION ADDED ON 6/21/2022 9:13:27 AM lot not cleared | |||
| WATER METER INSTALLATION REQUEST | 06/16/2022 | Disapproved - NO FEE | CSTONE |
| Note: lot not cleared |
Review History
| Department | Status | Date In | Date Out |
| SW1 | CANCEL | 12/17/2024 | 12/23/2024 |
| ZON | COMPLETE | 12/17/2024 | 12/17/2024 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| ZON | HOLD | 12/16/2024 | 12/16/2024 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Please bring the originals to the office | |||
| ZON | HOLD | 12/12/2024 | 12/13/2024 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM 1.Please fill out the correct (Right of way agreement for Trusts) this property is under a trust and needs to show it the name exactly as how it appears in the trust. Please ask for a copy of the trust so its correct when we record it. 2.Please fill out and have it signed by all owners the 2ft easement encroachment form. I am sending the forms to the email on the permit at APLUSIMPROVEMENTS123@GMAIL.COM | |||
| SW1 | HOLD | 12/12/2024 | 12/16/2024 |
| Note: Held By: MELISSA HILL - - MHILL@PALMCOASTGOV.COM REJECTED AT CONTRACTOR REQ | |||
| ZON | HOLD | 11/26/2024 | 11/26/2024 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Please provide a right of way agreement for the paver driveway. Must be signed by all owners and notarized. Once electronic copy is approved we will ask for the original. Please submit a revised site plan to match the final survey. What you submitted does not match the final. Walkway is encroaching in 5ft utility easement. Please show walkway width on the final survey and the revised site plan to be reviewed. Please provide a 2ft easement encroachment signed by all owners and notarized. Once electronic copy is approved we will ask for the original. Walkways cannot exceed 6ft in width. Please change the front walkway to meet the maximum allowed 6ft. Final shows it as 7.35 | |||
| ENGIN1 | COMPLETE | 11/26/2024 | 12/04/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 11/26/2024 | 12/10/2024 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Held for contractor to upload new site plan | |||
| MECH | COMPLETE | 11/26/2024 | 12/02/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 11/14/2024 | 11/25/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 11/14/2024 | 11/26/2024 |
| Note: Held By: JEFF CREWS - - JCREWS@PALMCOASTGOV.COM Walkways 6' or less cannot encroach into the 5' platted easement on the property. However, if you provide a fully completed, signed and notarized 2' Encroachment License Agreement it is possible that the encroachment will be allowed by the stormwater department. | |||
| ZON | HOLD | 11/14/2024 | 11/14/2024 |
| Note: Held By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM Walkways 6' or less cannot encroach into the 5' platted easement on the property. However, if you provide a fully completed, signed and notarized 2' Encroachment License Agreement it is possible that the encroachment will be allowed by the stormwater department. Please provide the Agreement via electronic submittal and staff will check and then request original if no corrections are required. Also, on the revised site plan, you must provide the setback of the proposed walkway on the left side - noting that it cannot encroach more than 2'. | |||
| ENGIN1 | COMPLETE | 03/06/2024 | 03/06/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 03/06/2024 | 03/15/2024 |
| Note: Released By: JEFF CREWS - - JCREWS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 03/06/2024 | 03/06/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 01/18/2024 | 01/22/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 01/02/2024 | 01/06/2024 |
| Note: Released By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 12/27/2023 | 12/28/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | HOLD | 12/18/2023 | 12/22/2023 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. First number does not match up to anything. | |||
| ENGIN1 | COMPLETE | 12/05/2022 | 12/06/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 12/05/2022 | 12/05/2022 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 04/29/2022 | 05/03/2022 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| ZON | HOLD | 04/28/2022 | 04/29/2022 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM repeat comment : Manual sheet states sq ft fixed on floor plan. Dont see new floor plan with correct sq ft. FLOOR PLAN: square footage provided on floor plan is3122 when i plugged in all the sq ft it adds up to 3200 sq ft. please fix floor plan. | |||
| MECH | COMPLETE | 04/28/2022 | 04/28/2022 |
| Note: Released By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 04/28/2022 | 04/28/2022 |
| Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM | |||
| MECH | HOLD | 04/28/2022 | 04/28/2022 |
| Note: Held By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM Energy Calcs need to be signed by the builder | |||
| ENGIN1 | COMPLETE | 04/22/2022 | 04/25/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 04/22/2022 | 04/22/2022 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | HOLD | 04/22/2022 | 04/22/2022 |
| Note: Held By: FRED REODICA - (386)986-4734 - FREODICA@PALMCOASTGOV.COM Product approval specification sheet shows roofing underlayment with FL 17401.1 R16 ( non-peel and stick) but roofing worksheet shows FL 17188 - R2 (peel and stick). Also, the underlayment type ( check mark) requires (2) product approval numbers. | |||
| CUSVC | COMPLETE | 04/22/2022 | 04/26/2022 |
| Note: Released By: ALYSSA ROSCOE - - | |||
| ELEC | HOLD | 04/22/2022 | 04/22/2022 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM Submit electric load calcs | |||
| ENGIN1 | HOLD | 04/22/2022 | 04/22/2022 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM No survey in submittal package | |||
| LOCATE | COMPLETE | 04/22/2022 | 04/26/2022 |
| Note: Released By: CANDACE STONE - - CSTONE@PALMCOASTGOV.COM | |||
| MECH | HOLD | 04/22/2022 | 04/22/2022 |
| Note: Held By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM Design Location on Energy Calc and Heatload need to be Daytona Beach or St. Augustine | |||
| SW1 | COMPLETE | 04/22/2022 | 04/28/2022 |
| Note: Released By: PARREN FLANAGAN - - PFLANAGAN@PALMCOASTGOV.COM | |||
| ZON | HOLD | 04/22/2022 | 04/25/2022 |
| Note: Held By: CINDY CHIRI-GONCALVES - - CGONCALVES@PALMCOASTGOV.COM Site plan: missing 4' sidewalk please have the surveyor include that on siteplan/ survey This subdivision requires that sidewalks be installed as houses are being constructed. Please be sure there is a 4' sidewalk on all site plans submitted. FLOOR PLAN: square footage provided on floor plan is3122 when i plugged in all the sq ft it adds up to 3200 sq ft. please fix floor plan. |
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 | 02/13/2025 |
| PLAN REVIEW - REVISION | ¤32.50 | 02/13/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 02/13/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 02/13/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 02/13/2025 |
| RECORDING FEE REIMBURSE DOC | ¤35.50 | 02/13/2025 |
| RECORDING FEE REIMBURSE DOC | ¤44.00 | 02/13/2025 |
| IMPACT FEE TRANSPORTATION | ¤3,224.00 | 02/13/2025 |
| CONTRACTOR CHANGE | ¤20.00 | 02/13/2025 |
| CONTRACTOR CHANGE | ¤20.00 | 02/13/2025 |
| IMPACT FEE FIRE | ¤388.65 | 02/13/2025 |
| IMPACT FEE PARKS | ¤1,455.13 | 02/13/2025 |
| SW ENG REINSPECTION 20 | ¤20.00 | 02/13/2025 |
| SW ENG REINSPECTION 30 | ¤30.00 | 02/13/2025 |
| SW ENG REINSPECTION 30 | ¤30.00 | 02/13/2025 |
| SW ENG REINSPECTION 30 | ¤30.00 | 02/13/2025 |
| UTILITY PEP REINSPECTION | ¤40.00 | 02/13/2025 |
| SEWER INSPECTION | ¤25.00 | 05/04/2022 |
| SEWER CAPITAL FACILITY | ¤3,128.89 | 05/04/2022 |
| WATER CAPITAL FACILITY FEE | ¤2,907.90 | 05/04/2022 |
| SITE PLAN 30 | ¤30.00 | 05/04/2022 |
| SW ENG - REVIEW 20 | ¤20.00 | 05/04/2022 |
| SW ENG RES REVIEW 200 | ¤200.00 | 05/04/2022 |
| IMPACT FEE SCHOOL | ¤3,600.00 | 05/04/2022 |
| SURCHARGE FS 533.721 | ¤11.48 | 05/04/2022 |
| SURCHARGE - FS 468.631 | ¤17.22 | 05/04/2022 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 05/04/2022 |
| SW ENG INSPECTION 80 | ¤80.00 | 05/04/2022 |
| SW ENG PRE APRON | ¤30.00 | 05/04/2022 |
| CONNECTION FEES | ¤25.00 | 05/04/2022 |
| WATER-METER | ¤467.09 | 05/04/2022 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 05/04/2022 |
| INSPECTION - RESIDENTIAL | ¤825.00 | 05/04/2022 |
| PLAN REVIEW - RESIDENTIAL | ¤234.00 | 05/04/2022 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤17,173.86 |