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Permit #2023060524
Permit Details
Status: COED
| Parcel Id: 07-11-31-7023-00370-0280 |
| CONDITIONED SPACE: 1833 sqft |
| GARAGE: 615 sqft |
| PATIO/DECK (NO ROOF) : 79 sqft |
| SCREEN PORCH (SOLID ROOF) : 30 sqft |
| Total Square Footage: 2557 sqft |
| Block: 00370 |
| Subdivision: 2191 - SECTION 23-WYNNFIELD |
| Job Phone: 321-200-7145 |
| Location Address: 21 WHITE HAVEN LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 10/18/2023 |
| NOC: RECORDED |
| Applicant name: JAMES BOWIE CLARK |
| Owner: K. HOVNANIAN ASPIRE AT PALM COAST, LLC |
|
Address 2301 LUCIEN WAY MAITLAND, FL 32751 |
|
Address STE 260 MAITLAND, FL 32751 |
| Lot: 0280 |
| Contracted Stated Job Value: ¤166,803.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
K HOVNANIAN FLORIDA OPERATIONS LLC
| Status | Location Address | State License Number | Phone |
| ACTIVE |
2301 LUCIEN WAY, STE 260 MAITLAND, FL 32751 |
CBC1263047 (Exp: 08/31/2026) | 561-735-2806 |
Sub Contractors
JOSEPH H STRADA JR
| Status | Location Address | State License Number | Phone |
| ACTIVE |
3400 ST JOHNS PKWY SANFORD, FL 32771 |
CAC043953 (Exp: 08/31/2026) | 877-906-1113 |
JOSEPH HORATIO STRADA JR
| Status | Location Address | State License Number | Phone |
| ACTIVE |
3400 ST JOHNS PARKWAY SANFORD, FL 32771 |
EC13003715 (Exp: 08/31/2026) | 877-906-1113 |
DUSTIN L ESTEP
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
2041 N HIAWASSEE RD APOPKA, FL 32703 |
CCC1330971 (Exp: 08/31/2026) | 407-702-0206 | 352-988-6629 |
JAMES MICHAEL WATSON
| Status | Location Address | State License Number | Phone |
| INACTIVE |
38115 YALE CIRCLE LEESBURG, FL 34748 |
SCC131152841 (Exp: 08/31/2026) | 352-434-0115 |
JASON LEE JAMES
| Status | Location Address | State License Number | Phone |
| ACTIVE |
217 N WESTMONTE DR SUITE 1007 ALTAMONTE SPRINGS, FL 32714 |
CFC1430061 (Exp: 08/31/2026) | 407-404-4000 |
Inspection History
| Type | Request Date | Result | Inspector |
| ROW - FINAL APRON (AFTER POUR) | 07/10/2024 | APPROVED | TPOLACEK |
| Note: 07/10/24 TPOLACEK*** 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. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 7/9/2024 - PREVIOUS INSPECTION NOTES 7/8/2024 - PREVIOUS INSPECTION NOTES 7/2/2024 - PREVIOUS INSPECTION NOTES 7/2/24 CULVERT IS FULL OF DIRT, NEEDS TO BE CLEANED. PITCH OF APRON EXCEEDS 8%, CANNOT BE STEEPER THAN 8%. | |||
| ROW - FINAL APRON (AFTER POUR) | 07/09/2024 | CANCELLED BY APPLICANT | TPOLACEK |
| Note: 7/8/2024 - PREVIOUS INSPECTION NOTES 7/2/2024 - PREVIOUS INSPECTION NOTES 7/2/24 CULVERT IS FULL OF DIRT, NEEDS TO BE CLEANED. PITCH OF APRON EXCEEDS 8%, CANNOT BE STEEPER THAN 8%. | |||
| ROW- PRE-APRON (PRE-POUR) | 07/09/2024 | APPROVED - AS NOTED | TPOLACEK |
| Note: 07/09/24 TPOLACEK*** APPROVING PRE POUR. YOU WILL NEED TO MAKE SURE IPE IS CLEANED OUT AND ALL SOD IS REPLACED BEFORE THE AFTERPOUR INSPECTION. PLEASE NOTE IRRIGATION MAY NOT BE IN THE ROW ALL HEADS MUST BE BEHIND THE ROW AND AIM OUT OUTWARDS STREET TO WATER THAT AREA. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 7/8/2024 - PREVIOUS INSPECTION NOTES Arrived at 1:00pm driveway wqs not ready for inspection, Crew was still chipping concrete and there were no form boards. Spoke with CM on the phone at 12:05pm and he stated it would be ready for my inspection. | |||
| ROW- PRE-APRON (PRE-POUR) | 07/08/2024 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: Arrived at 1:00pm driveway wqs not ready for inspection, Crew was still chipping concrete and there were no form boards. Spoke with CM on the phone at 12:05pm and he stated it would be ready for my inspection. | |||
| ROW - FINAL APRON (AFTER POUR) | 07/08/2024 | CANCELLED BY APPLICANT | TPOLACEK |
| Note: 7/2/2024 - PREVIOUS INSPECTION NOTES 7/2/24 CULVERT IS FULL OF DIRT, NEEDS TO BE CLEANED. PITCH OF APRON EXCEEDS 8%, CANNOT BE STEEPER THAN 8%. | |||
| BLD - BUILDING FINAL | 07/03/2024 | FINAL APPROVED | MKRASKI |
| BLD - BUILDING FINAL | 07/02/2024 | Disapproved - NO FEE | MKRASKI |
| Note: 1. ODU is required to be 3'' off grade | |||
| ROW - FINAL APRON (AFTER POUR) | 07/02/2024 | Disapproved - NO FEE | JMYERS |
| Note: 7/2/24 CULVERT IS FULL OF DIRT, NEEDS TO BE CLEANED. PITCH OF APRON EXCEEDS 8%, CANNOT BE STEEPER THAN 8%. | |||
| ROW - STORMWATER FINAL | 07/02/2024 | APPROVED | JMYERS |
| Note: 7/2/24 ALL MINIMUM CITY REQUIREMENTS WERE MET. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. | |||
| U -UTILITY RESIDENTIAL FINAL | 07/02/2024 | FINAL APPROVED | LFITZGERALD |
| Note: Inspector Notes from Inspection 9035 *** NOTES ADDED BY LFITZGERALD 6/17/2024 2:16:06 PM *** has potable irrigation with PVB-no cross connection | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 07/01/2024 | APPROVED | TPOLACEK |
| Note: Inspector Notes from Inspection 9465 07/01/24 TPOLACEK*** MET WITH SCOTT ON SITE SWALE IS BETTER AND THEY ARE GOING TO MAKE MORE CORRECTIONS. RIGHT SIDE PROPERTY STILL NEEDS SEED N STRAW. APPROVING AS NOTED WILL CATCH ON FINAL ROW INSPECTION 6/27/2024 - PREVIOUS INSPECTION NOTES 06/27/24 TPOLACEK*** DISCUSSED WITH CM ON TUESDAY ABOUT SWALE NOT BEING 8' FROM EOP AND SWALE NEEDED REGRADE. SURVEY INDICATES SWALE DOES NOT FLOW IN THE CORRECT DIRECTION IN ACCORDANCE WITH THE SWALE PLAN DIAGRAM. FLOW IS RIGHT TO LEFT AND SURVEY INDICATES LEFT TO RIGHT FLOW. SWALE BE BE CORRECTED AND SURVEY MUST DISPLAY CORRECT ELEVATIONS AND FLOW. 2 Roadside swale. Sec.300.01 C1 Sec.300.01 C1 "The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus 0.10 feet and must demonstrate a positive fall in the direction described in the swale plan. Sec.300.01 C1" Swale Plan #2. The swale centerline is typically located 8 feet from the edge of pavement, 5 feet from e.o.p. in cul de sacs. Culverts in cul de sacs may require a 22.5° elbow. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6/25/2024 - PREVIOUS INSPECTION NOTES 06/25/24 TPOLACEK*** SURVEY INDICATES 15" CULVERT PIPE SITE PLAN INDICATES 14X23 PLEASE CLARIFY, PIPE SHOULD BE 13X17 CMP AS PER CITY REQUIRMENTS, ELEVATION FROM EOP TO BACK SIDE OF SWALE MUST BE EQUAL OR GREATER ON THE BACKSIDE. Swale Plan Details #1. The driveway culvert is to be a 17x13 helical corrugated metal pipe with mitered ends...Substitutes require prior approval by the City Stormwater Engineer. 16 Property line Sec 300, Drawing 300.D, Sec 300, Drawing 300.D, Drawing 300.D,The front property line/right away elevation are to be equal to or greater than the edge of road elevation. Inspector Notes from Inspection 9270 05/22/24 TPOLACEK*** SPOKE WITH SCOTT TO LET HIM KNOW WHEN THEY SET THE PIPE PLEASE DO NOT DIG OUT MORE THAN THE 6X6 FOOTER. PIPE IS UNDERMINED OVER A FOOT. LEFT SIDE MITER INSIDE FORM BOARD IS MISSING AND THEY WILL ENSURE IT WILL BE INPLACE BEFORE POURING TO AVOID OVER POUR OUTSIDE THE POUR AREA. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/7/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY PFLANAGAN 5/7/2024 9:49:23 AM *** TALKED WITH SCOTT ON SITE. ON THINGS NEED TO BE ADDRESSED. 1) NEED RE-ESTABLISH THE BENCH MARK ON THE RIGHT EDGE OF ROAD AT THE SAME ELEVATION ON THE SWALE PLAN DETAIL. 2) LEFT SIDE CULVERT PIPE IS TO FAR FROM EDGE OF PAVEMENT. THE CULVERT NEEDS TO BE 8' FROM THE EDGE OF ROAD TO THE CENTER OF CULVERT. 3) THE CULVERT IS FLOWING THE WRONG DIRECTION. 4) NEED TO HAVE A MINIMUM OF 6" IN THE RIGHT OF WAY. ALONG THE FRONT FORM BOARDS AT THE CORNERS NOT ENOUGH. | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 07/01/2024 | APPROVED - AS NOTED | TPOLACEK |
| Note: 07/01/24 TPOLACEK*** MET WITH SCOTT ON SITE SWALE IS BETTER AND THEY ARE GOING TO MAKE MORE CORRECTIONS. RIGHT SIDE PROPERTY STILL NEEDS SEED N STRAW. APPROVING AS NOTED WILL CATCH ON FINAL ROW INSPECTION | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 06/27/2024 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 06/27/24 TPOLACEK*** DISCUSSED WITH CM ON TUESDAY ABOUT SWALE NOT BEING 8' FROM EOP AND SWALE NEEDED REGRADE. SURVEY INDICATES SWALE DOES NOT FLOW IN THE CORRECT DIRECTION IN ACCORDANCE WITH THE SWALE PLAN DIAGRAM. FLOW IS RIGHT TO LEFT AND SURVEY INDICATES LEFT TO RIGHT FLOW. SWALE BE BE CORRECTED AND SURVEY MUST DISPLAY CORRECT ELEVATIONS AND FLOW. 2 Roadside swale. Sec.300.01 C1 Sec.300.01 C1 "The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus 0.10 feet and must demonstrate a positive fall in the direction described in the swale plan. Sec.300.01 C1" Swale Plan #2. The swale centerline is typically located 8 feet from the edge of pavement, 5 feet from e.o.p. in cul de sacs. Culverts in cul de sacs may require a 22.5° elbow. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6/25/2024 - PREVIOUS INSPECTION NOTES 06/25/24 TPOLACEK*** SURVEY INDICATES 15" CULVERT PIPE SITE PLAN INDICATES 14X23 PLEASE CLARIFY, PIPE SHOULD BE 13X17 CMP AS PER CITY REQUIRMENTS, ELEVATION FROM EOP TO BACK SIDE OF SWALE MUST BE EQUAL OR GREATER ON THE BACKSIDE. Swale Plan Details #1. The driveway culvert is to be a 17x13 helical corrugated metal pipe with mitered ends...Substitutes require prior approval by the City Stormwater Engineer. 16 Property line Sec 300, Drawing 300.D, Sec 300, Drawing 300.D, Drawing 300.D,The front property line/right away elevation are to be equal to or greater than the edge of road elevation. Inspector Notes from Inspection 9270 05/22/24 TPOLACEK*** SPOKE WITH SCOTT TO LET HIM KNOW WHEN THEY SET THE PIPE PLEASE DO NOT DIG OUT MORE THAN THE 6X6 FOOTER. PIPE IS UNDERMINED OVER A FOOT. LEFT SIDE MITER INSIDE FORM BOARD IS MISSING AND THEY WILL ENSURE IT WILL BE INPLACE BEFORE POURING TO AVOID OVER POUR OUTSIDE THE POUR AREA. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/7/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY PFLANAGAN 5/7/2024 9:49:23 AM *** TALKED WITH SCOTT ON SITE. ON THINGS NEED TO BE ADDRESSED. 1) NEED RE-ESTABLISH THE BENCH MARK ON THE RIGHT EDGE OF ROAD AT THE SAME ELEVATION ON THE SWALE PLAN DETAIL. 2) LEFT SIDE CULVERT PIPE IS TO FAR FROM EDGE OF PAVEMENT. THE CULVERT NEEDS TO BE 8' FROM THE EDGE OF ROAD TO THE CENTER OF CULVERT. 3) THE CULVERT IS FLOWING THE WRONG DIRECTION. 4) NEED TO HAVE A MINIMUM OF 6" IN THE RIGHT OF WAY. ALONG THE FRONT FORM BOARDS AT THE CORNERS NOT ENOUGH. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 06/25/2024 | Disapproved - NO FEE | TPOLACEK |
| Note: 06/25/24 TPOLACEK*** SURVEY INDICATES 15" CULVERT PIPE SITE PLAN INDICATES 14X23 PLEASE CLARIFY, PIPE SHOULD BE 13X17 CMP AS PER CITY REQUIRMENTS, ELEVATION FROM EOP TO BACK SIDE OF SWALE MUST BE EQUAL OR GREATER ON THE BACKSIDE. Swale Plan Details #1. The driveway culvert is to be a 17x13 helical corrugated metal pipe with mitered ends...Substitutes require prior approval by the City Stormwater Engineer. 16 Property line Sec 300, Drawing 300.D, Sec 300, Drawing 300.D, Drawing 300.D,The front property line/right away elevation are to be equal to or greater than the edge of road elevation. Inspector Notes from Inspection 9270 05/22/24 TPOLACEK*** SPOKE WITH SCOTT TO LET HIM KNOW WHEN THEY SET THE PIPE PLEASE DO NOT DIG OUT MORE THAN THE 6X6 FOOTER. PIPE IS UNDERMINED OVER A FOOT. LEFT SIDE MITER INSIDE FORM BOARD IS MISSING AND THEY WILL ENSURE IT WILL BE INPLACE BEFORE POURING TO AVOID OVER POUR OUTSIDE THE POUR AREA. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/7/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY PFLANAGAN 5/7/2024 9:49:23 AM *** TALKED WITH SCOTT ON SITE. ON THINGS NEED TO BE ADDRESSED. 1) NEED RE-ESTABLISH THE BENCH MARK ON THE RIGHT EDGE OF ROAD AT THE SAME ELEVATION ON THE SWALE PLAN DETAIL. 2) LEFT SIDE CULVERT PIPE IS TO FAR FROM EDGE OF PAVEMENT. THE CULVERT NEEDS TO BE 8' FROM THE EDGE OF ROAD TO THE CENTER OF CULVERT. 3) THE CULVERT IS FLOWING THE WRONG DIRECTION. 4) NEED TO HAVE A MINIMUM OF 6" IN THE RIGHT OF WAY. ALONG THE FRONT FORM BOARDS AT THE CORNERS NOT ENOUGH. | |||
| U-CROSS CONNECTION | 06/17/2024 | APPROVED - AS NOTED | LFITZGERALD |
| Note: *** NOTES ADDED BY LFITZGERALD 6/17/2024 2:16:06 PM *** has potable irrigation with PVB-no cross connection | |||
| ROW- PRE-APRON (PRE-POUR) | 05/22/2024 | APPROVED - AS NOTED | TPOLACEK |
| Note: 05/22/24 TPOLACEK*** SPOKE WITH SCOTT TO LET HIM KNOW WHEN THEY SET THE PIPE PLEASE DO NOT DIG OUT MORE THAN THE 6X6 FOOTER. PIPE IS UNDERMINED OVER A FOOT. LEFT SIDE MITER INSIDE FORM BOARD IS MISSING AND THEY WILL ENSURE IT WILL BE INPLACE BEFORE POURING TO AVOID OVER POUR OUTSIDE THE POUR AREA. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/7/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY PFLANAGAN 5/7/2024 9:49:23 AM *** TALKED WITH SCOTT ON SITE. ON THINGS NEED TO BE ADDRESSED. 1) NEED RE-ESTABLISH THE BENCH MARK ON THE RIGHT EDGE OF ROAD AT THE SAME ELEVATION ON THE SWALE PLAN DETAIL. 2) LEFT SIDE CULVERT PIPE IS TO FAR FROM EDGE OF PAVEMENT. THE CULVERT NEEDS TO BE 8' FROM THE EDGE OF ROAD TO THE CENTER OF CULVERT. 3) THE CULVERT IS FLOWING THE WRONG DIRECTION. 4) NEED TO HAVE A MINIMUM OF 6" IN THE RIGHT OF WAY. ALONG THE FRONT FORM BOARDS AT THE CORNERS NOT ENOUGH. | |||
| U-CROSS CONNECTION | 05/16/2024 | CANCELLED BY APPLICANT | WEB |
| U - SEWER TIE IN | 05/14/2024 | APPROVED | MGIBSON |
| GRAVITY SEWER TEST | 05/14/2024 | APPROVED | MGIBSON |
| ELECTRIC - EARLY POWER | 05/14/2024 | APPROVED - AS NOTED | MKRASKI |
| Note: 5/14/24 Revision required to electrical plans for service riser, have revision approved before final Emailed FPL @ 2:20pm | |||
| ELECTRIC - EARLY POWER | 05/13/2024 | CANCELLED BY APPLICANT | WEB |
| Note: 3/19/2024 - PREVIOUS INSPECTION NOTES Not ready for early power inspection | |||
| ROW- PRE-APRON (PRE-POUR) | 05/07/2024 | Disapproved - NO FEE | PFLANAGAN |
| Note: *** NOTES ADDED BY PFLANAGAN 5/7/2024 9:49:23 AM *** TALKED WITH SCOTT ON SITE. ON THINGS NEED TO BE ADDRESSED. 1) NEED RE-ESTABLISH THE BENCH MARK ON THE RIGHT EDGE OF ROAD AT THE SAME ELEVATION ON THE SWALE PLAN DETAIL. 2) LEFT SIDE CULVERT PIPE IS TO FAR FROM EDGE OF PAVEMENT. THE CULVERT NEEDS TO BE 8' FROM THE EDGE OF ROAD TO THE CENTER OF CULVERT. 3) THE CULVERT IS FLOWING THE WRONG DIRECTION. 4) NEED TO HAVE A MINIMUM OF 6" IN THE RIGHT OF WAY. ALONG THE FRONT FORM BOARDS AT THE CORNERS NOT ENOUGH. | |||
| PEP TANK INSTALLATION REQUEST | 04/24/2024 | APPROVED | CBOWERMASTER |
| LATH/BRICK/ WATER BARRIER | 04/18/2024 | APPROVED | AGAETANO |
| Note: 4/16/2024 - PREVIOUS INSPECTION NOTES 4/16/24 1. Previous items not repaired 2. Large whole requires moisture barrier and lath where cat5 wiring comes out by metermain. 4/15/24 1. Low voltage panel is missing outlet but must be installed to check proper bonding 2. Living room window over looking lani is missing anchors Check on next inspection 4/11/2024 - PREVIOUS INSPECTION NOTES ALL previous items must be fixed before calling in re-inspection 1. Address MUST be minimum of 4'' tall and 1/2'' thick per FBC107.3.1 2. All metalic boxes must be properly bonded 3. Failed 5' head pressure test Stopped inspection, niot ready Addressing needs to be Minimum 4" tall and visible from street. R319.1 Correct before next inspection, please | |||
| INSULATION | 04/18/2024 | APPROVED | AGAETANO |
| LATH/BRICK/ WATER BARRIER | 04/16/2024 | Disapproved - NO FEE | MKRASKI |
| Note: 4/16/24 1. Previous items not repaired 2. Large whole requires moisture barrier and lath where cat5 wiring comes out by metermain. 4/15/24 1. Low voltage panel is missing outlet but must be installed to check proper bonding 2. Living room window over looking lani is missing anchors Check on next inspection 4/11/2024 - PREVIOUS INSPECTION NOTES ALL previous items must be fixed before calling in re-inspection 1. Address MUST be minimum of 4'' tall and 1/2'' thick per FBC107.3.1 2. All metalic boxes must be properly bonded 3. Failed 5' head pressure test Stopped inspection, niot ready Addressing needs to be Minimum 4" tall and visible from street. R319.1 Correct before next inspection, please | |||
| ALL ROUGH | 04/15/2024 | APPROVED - AS NOTED | MKRASKI |
| Note: 4/15/24 1. Low voltage panel is missing outlet but must be installed to check proper bonding 2. Living room window over looking lani is missing anchors Check on next inspection 4/11/2024 - PREVIOUS INSPECTION NOTES ALL previous items must be fixed before calling in re-inspection 1. Address MUST be minimum of 4'' tall and 1/2'' thick per FBC107.3.1 2. All metalic boxes must be properly bonded 3. Failed 5' head pressure test Stopped inspection, niot ready Addressing needs to be Minimum 4" tall and visible from street. R319.1 Correct before next inspection, please | |||
| ALL ROUGH | 04/11/2024 | Disapproved - NO FEE | MKRASKI |
| Note: ALL previous items must be fixed before calling in re-inspection 1. Address MUST be minimum of 4'' tall and 1/2'' thick per FBC107.3.1 2. All metalic boxes must be properly bonded 3. Failed 5' head pressure test Stopped inspection, niot ready Addressing needs to be Minimum 4" tall and visible from street. R319.1 Correct before next inspection, please | |||
| WALL SHEATHING | 04/05/2024 | APPROVED | KSANDOE |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 04/05/2024 | APPROVED - AS NOTED | KSANDOE |
| Note: Addressing needs to be Minimum 4" tall and visible from street. R319.1 Correct before next inspection, please | |||
| ROOF VALLEY & METAL | 04/05/2024 | APPROVED | KSANDOE |
| FOUND SURVEY APPROVED (OFFICE) | 04/04/2024 | APPROVED | TBAKER |
| ROW- PROJECT STATUS | 04/01/2024 | Disapproved - NO FEE | RGROSS |
| Note: *** NOTES ADDED BY RGROSS 7/1/2024 3:09:44 PM *** Builder corrected the grading issue and worked with Tom Polacek to meet the city minimum standards. The rear grade is much higher than proposed site plan. Builder was made aware via voicemail that much fill will need to be removed before the final grade to be closer to the originally approved site plan. See photo attached. | |||
| ELECTRIC - EARLY POWER | 03/19/2024 | Disapproved - NO FEE | MKRASKI |
| Note: Not ready for early power inspection | |||
| TIE BEAM / LINTEL | 03/15/2024 | APPROVED | MKRASKI |
| MONOLITHIC SLAB | 03/06/2024 | APPROVED | JSTEWART |
| PLUMBING 1ST ROUGH UNDERGROUND | 03/04/2024 | APPROVED | MGIBSON |
| WATER METER INSTALLATION REQUEST | 01/09/2024 | APPROVED | BVITALE |
Review History
| Department | Status | Date In | Date Out |
| ELEC | COMPLETE | 06/18/2024 | 06/24/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BADMIN | INFORMATION | 06/11/2024 | 06/11/2024 |
| Note: Marked INFORMATION By: BARBIE BEMBRY - (386)986-3780 - BUILDINGDIVISION@PALMCOASTGOV.COM Blower door test failed, please provide a report that has passed. | |||
| ZON | COMPLETE | 04/04/2024 | 04/04/2024 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| ENGIN1 | HOLD | 04/01/2024 | 04/01/2024 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Wrong foundation survey submitted. | |||
| ZON | HOLD | 04/01/2024 | 04/01/2024 |
| Note: Held By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM Foundation Survey submitted is for the wrong address. | |||
| ENGIN1 | COMPLETE | 04/01/2024 | 04/02/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | HOLD | 04/01/2024 | 04/01/2024 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Please provide the set back to the closest point to the property line | |||
| BLD | COMPLETE | 03/21/2024 | 03/25/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 03/04/2024 | 03/04/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 01/16/2024 | 01/18/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 10/16/2023 | 10/16/2023 |
| Note: Released By: JPI | |||
| MECH | COMPLETE | 10/16/2023 | 10/16/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | HOLD | 10/05/2023 | 10/09/2023 |
| Note: Held By: JPI 1. Per City Truss Submittal Requirements dated April 15, 2023, provide the truss plan packet signed and sealed by a licensed design professional including a completed shop drawing approval stamp on the truss cover sheet. | |||
| ZON | COMPLETE | 10/05/2023 | 10/06/2023 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| MECH | HOLD | 10/05/2023 | 10/09/2023 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM 1. Direction house faces on Energy Calcs does not match the site plan. Revise to match per R405.4.2.1 FBC Energy Conservation 2020 7Th Edition 2. Duct layout needs to be signed by the AC contractor per 107.1 FBC Residential 2020 7th Edition (Second Request) | |||
| SW1 | COMPLETE | 10/05/2023 | 10/06/2023 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM | |||
| BLD | HOLD | 06/12/2023 | 06/13/2023 |
| Note: Held By: JPI 1. Per City Truss Submittal Requirements dated April 15, 2023, provide the truss plan packet signed and sealed by a licensed design professional including a completed shop drawing approval stamp on the truss cover sheet. | |||
| CUSVC | COMPLETE | 06/12/2023 | 06/13/2023 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 06/12/2023 | 06/12/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 06/12/2023 | 06/12/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 06/12/2023 | 06/12/2023 |
| LOCATE | COMPLETE | 06/12/2023 | 06/14/2023 |
| Note: Released By: CANDACE STONE - (386)986-2539 - CSTONE@PALMCOASTGOV.COM | |||
| MECH | HOLD | 06/12/2023 | 06/14/2023 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM 1. Direction house faces on Energy Calcs does not match the site plan. Revise to match per R405.4.2.1 FBC Energy Conservation 2020 7Th Edition 2. Duct layout needs to be signed by the AC contractor per 107.1 FBC Residential 2020 7th Edition | |||
| SW1 | HOLD | 06/12/2023 | 06/20/2023 |
| Note: Held By: EDWARD MADISON - - EMADISON@PALMCOASTGOV.COM SEE ATTACHED CHECK LIST FOR ALL REQUIREMENTS ON A SUBMITTED SITE PLAN | |||
| ZON | HOLD | 06/12/2023 | 06/13/2023 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Site plan: provide the width of the walkway. Site plan and Floor plan of home do not match Landscape plan: Demonstrate this on the landscape plan also provide a legend with the type of schrubs being used and trees being planted and sod be used. Trees: One tree for every 2500 square ft. All calculations are rounded to the nearest whole number. This property requires 4 trees Residential homes shall provide a foundation planting consisting of 16 shrubs on interior lots. Eight shrubs shall be planted in front of home and four shrubs planted on each side of the home. The corners of the home shall be wrapped with shrubbery or have an understory tree planted there. *All of these required shrubs shall be planted between two and one half and eight feet of the home’s foundation.* Please include proposed shrubs that demonstrate that the shrubs will provide screening for the mechanical equipment. Min gallons for foundation palntings is three gallons and 7 gallons for mechanical screening. Elevation plan: Banding around Windows and Doors All windows and doors facing public right of way must have banding all around the window or door (shutters can substitute for banding). Including Garage doors. | |||
| SWALE | COMPLETE | 06/12/2023 | 07/24/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| CONTRACTOR CHANGE | ¤20.00 | 07/10/2024 |
| SW ENG REINSPECTION 20 | ¤20.00 | 07/10/2024 |
| SW ENG REINSPECTION 20 | ¤20.00 | 07/10/2024 |
| SW ENG REINSPECTION 30 | ¤30.00 | 07/10/2024 |
| PLAN REVIEW - REVISION | ¤32.50 | 07/10/2024 |
| CONNECTION FEES | ¤1,166.26 | 10/18/2023 |
| WATER- TURN ON | ¤25.00 | 10/18/2023 |
| ADJUSTMENT 50% | (¤426.25) | 10/18/2023 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 10/18/2023 |
| INSPECTION - RESIDENTIAL | ¤640.75 | 10/18/2023 |
| PLAN REVIEW - RESIDENTIAL | ¤181.74 | 10/18/2023 |
| SW ENG - REVIEW 20 | ¤20.00 | 10/18/2023 |
| SW ENG RES REVIEW 200 | ¤200.00 | 10/18/2023 |
| SEWER CREDIT | (¤1,147.00) | 10/18/2023 |
| SEWER INSPECTION | ¤25.00 | 10/18/2023 |
| SEWER CAPITAL FACILITY | ¤5,344.82 | 10/18/2023 |
| WATER CAPITAL FACILITY FEE | ¤3,923.88 | 10/18/2023 |
| SITE PLAN 30 | ¤30.00 | 10/18/2023 |
| FC IMPACT FEE EMS | ¤62.00 | 10/18/2023 |
| IMPACT FEE FIRE | ¤428.09 | 10/18/2023 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 10/18/2023 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 10/18/2023 |
| IMPACT FEE PARKS | ¤1,800.99 | 10/18/2023 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 10/18/2023 |
| IMPACT FEE TRANSPORTATION | ¤1,812.00 | 10/18/2023 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 10/18/2023 |
| SURCHARGE FS 533.721 | ¤4.26 | 10/18/2023 |
| SURCHARGE - FS 468.631 | ¤6.39 | 10/18/2023 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 10/18/2023 |
| SW ENG INSPECTION 80 | ¤80.00 | 10/18/2023 |
| SW ENG PRE APRON | ¤30.00 | 10/18/2023 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤20,341.43 |