Status: COED

Parcel Id: 07-11-31-7063-00210-0020

CONDITIONED SPACE: 1903 sqft

GARAGE: 435 sqft

OPENED PORCH (WITH ROOF) : 182 sqft

OPENED PORCH (WITH ROOF) : 70 sqft

Total Square Footage: 2590 sqft

Block: 00210

Subdivision: 2174 - SECTION 63-ZEBULAHS TRAIL

Job Phone: 202-494-2019

Location Address: 18 ZINNIA CT

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 11/01/2023

NOC: RECORDED

Applicant name: GARY ANDREW FISCHER

Owner: INB FUND 2 LLC

Address 3670 MAGUIRE BLVD SUITE 220 ORLANDO, FL 32803

Lot: 0020

Contracted Stated Job Value: ¤175,000.00

Job Description: SINGLE FAMILY RESIDENCE

Type: CN

Contractor

INB HOMES

Status	Location Address	Mailing Address	State License Number	Phone
ACTIVE	3670 MAGUIRE BLVD ORLANDO, FL 32803	SUITE 210 ORLANDO, FL 32803	CGC048746 (Exp: 08/31/2026)	407-476-8195

Sub Contractors

HEATH EDWARD SANFORD

Status	Location Address	State License Number	Phone
ACTIVE	126 EAST END RD SAN MATEO, FL 32187	CFC1429896 (Exp: 08/31/2026)	386-871-8823

ROBERT MICHAEL RENNER

Status	Location Address	State License Number	Phone
ACTIVE	531 CODISCO WAY SANFORD, FL 32771	CAC051477 (Exp: 08/31/2026)	407-333-2665

TERRY BRICE DICKERSON

Status	Location Address	State License Number	Phone
ACTIVE	4300 ST JOHN'S PARKWAY ALPHARETTA, GA 30009	CCC1326209 (Exp: 08/31/2026)	407-548-6733

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

Inspection History

Type	Request Date	Result	Inspector
U-CROSS CONNECTION	07/15/2024	APPROVED - AS NOTED	BWRIGHT
Note: No IRR. No CC
BLD - BUILDING FINAL	07/12/2024	FINAL APPROVED	KSANDOE
ROW - FINAL APRON (AFTER POUR)	07/12/2024	APPROVED - AS NOTED	FSLADISH
Note: 7/12/24 PIPE ELEVATION IS GOOD. CUTS MADE. CULVERT CLEAR. HOT PATCH COMPLETED AT THE TIME OF THIS INSPECTION. _______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 7/11/24 UPON WALKING PROPERTY DETERMINED THAT YOUR DRAINAGE PATTERN IS ACCURATELY DEPICTED ON YOUR FINAL SURVEY. PASSING THIS FIELD INSPECTION AS NOTED. __________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 7/11/24 WHILE YOUR SURVEY DOES MATCH YOUR LATEST REVISED SITE PLAN, DUE TO THE COPC APPROVING YOUR SITE PLAN AND THE FACT THAT THE REAR ADJOING PROPERTY IS A RESERVED PARCEL WE ARE APPROVING YOUR FINAL SURVEY DRAINAGE AS NOTED. Inspector Notes from Inspection 9270 6/12/25 AFTER DISCUSSION WITH TIM DETERMINED WE WERE TO USE THE BM TO SHOOT THE PIPE NO WORRIE ABOUT IT MATCHING THE CL ON SWALE PLAN. PIPE ELEVATION IS IN TOLERANCE TO THE BM AT THIS INSPECTION. APPROVING AS NOTED BASED ON MY DISCUSSION WITH TIM. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. INSPECTORS NOTE PER GABE WE ARE ALLOWING 5' ON LEFT SIDE CULVERT PIPE AND 8' ON RIGHT SIDE CULVERT DUE TO SITE SPECIFIC CONDITIONS.. 6/3/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY RGROSS 6/3/2024 9:26:13 AM *** This inspection was canceled by Robert Gross because the BM does not match the centerline of the road. Also the BM was moved on the pole but not by the Surveyor. Any questions call Tim Baker. Do not inpsect this culvert until verification that the BM was reestablished by the Surveyor and matches the centerline. 5/31/2024 - PREVIOUS INSPECTION NOTES THE BENCHMARK DOESN'T MATCH THE CENTERLINE ELEVATION OF THE SWALE PLAN DETAIL. NEED TO GET YOUR SURVEYOR TO RE-ESTABLISH THE BENCHMARK TO MATCH THE SWALE PLAN DETAIL AND YOUR SITE PLAN. THE NEW BENCHMARK IS MAKING YOUR CULVERT OUT OF TOLERANCE. SEC. 300.O1 A B PAR.9 THE BENCHMARK MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION CYCLE.
ROW - STORMWATER FINAL	07/12/2024	APPROVED - AS NOTED	FSLADISH
Note: 7/12/24 SEE PREVIOUS FINAL SURVEY INSPECTION NOTES. DRAINAGE PATTERN ALLOWED DUE TO COPC REVISED SITE PLAN APPROVAL AND SITE SPECIFIC CONDITIONS AT THE TIME OF THIS INSPECTION. At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. APPROVING THIS INSPECTION AS NOTED. __________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 7/11/24 UPON WALKING PROPERTY DETERMINED THAT YOUR DRAINAGE PATTERN IS ACCURATELY DEPICTED ON YOUR FINAL SURVEY. PASSING THIS FIELD INSPECTION AS NOTED. __________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 7/11/24 WHILE YOUR SURVEY DOES MATCH YOUR LATEST REVISED SITE PLAN, DUE TO THE COPC APPROVING YOUR SITE PLAN AND THE FACT THAT THE REAR ADJOING PROPERTY IS A RESERVED PARCEL WE ARE APPROVING YOUR FINAL SURVEY DRAINAGE AS NOTED. Inspector Notes from Inspection 9270 6/12/25 AFTER DISCUSSION WITH TIM DETERMINED WE WERE TO USE THE BM TO SHOOT THE PIPE NO WORRIE ABOUT IT MATCHING THE CL ON SWALE PLAN. PIPE ELEVATION IS IN TOLERANCE TO THE BM AT THIS INSPECTION. APPROVING AS NOTED BASED ON MY DISCUSSION WITH TIM. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. INSPECTORS NOTE PER GABE WE ARE ALLOWING 5' ON LEFT SIDE CULVERT PIPE AND 8' ON RIGHT SIDE CULVERT DUE TO SITE SPECIFIC CONDITIONS.. 6/3/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY RGROSS 6/3/2024 9:26:13 AM *** This inspection was canceled by Robert Gross because the BM does not match the centerline of the road. Also the BM was moved on the pole but not by the Surveyor. Any questions call Tim Baker. Do not inpsect this culvert until verification that the BM was reestablished by the Surveyor and matches the centerline. 5/31/2024 - PREVIOUS INSPECTION NOTES THE BENCHMARK DOESN'T MATCH THE CENTERLINE ELEVATION OF THE SWALE PLAN DETAIL. NEED TO GET YOUR SURVEYOR TO RE-ESTABLISH THE BENCHMARK TO MATCH THE SWALE PLAN DETAIL AND YOUR SITE PLAN. THE NEW BENCHMARK IS MAKING YOUR CULVERT OUT OF TOLERANCE. SEC. 300.O1 A B PAR.9 THE BENCHMARK MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION CYCLE.
U -UTILITY RESIDENTIAL FINAL	07/12/2024	FINAL APPROVED	BWRIGHT
ROW- FINAL SURVEY/GRADING CERTIFICATION	07/11/2024	APPROVED - AS NOTED	FSLADISH
Note: 7/11/24 WHILE YOUR SURVEY DOES MATCH YOUR LATEST REVISED SITE PLAN, DUE TO THE COPC APPROVING YOUR SITE PLAN AND THE FACT THAT THE REAR ADJOING PROPERTY IS A RESERVED PARCEL WE ARE APPROVING YOUR FINAL SURVEY DRAINAGE AS NOTED. Inspector Notes from Inspection 9270 6/12/25 AFTER DISCUSSION WITH TIM DETERMINED WE WERE TO USE THE BM TO SHOOT THE PIPE NO WORRIE ABOUT IT MATCHING THE CL ON SWALE PLAN. PIPE ELEVATION IS IN TOLERANCE TO THE BM AT THIS INSPECTION. APPROVING AS NOTED BASED ON MY DISCUSSION WITH TIM. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. INSPECTORS NOTE PER GABE WE ARE ALLOWING 5' ON LEFT SIDE CULVERT PIPE AND 8' ON RIGHT SIDE CULVERT DUE TO SITE SPECIFIC CONDITIONS.. 6/3/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY RGROSS 6/3/2024 9:26:13 AM *** This inspection was canceled by Robert Gross because the BM does not match the centerline of the road. Also the BM was moved on the pole but not by the Surveyor. Any questions call Tim Baker. Do not inpsect this culvert until verification that the BM was reestablished by the Surveyor and matches the centerline. 5/31/2024 - PREVIOUS INSPECTION NOTES THE BENCHMARK DOESN'T MATCH THE CENTERLINE ELEVATION OF THE SWALE PLAN DETAIL. NEED TO GET YOUR SURVEYOR TO RE-ESTABLISH THE BENCHMARK TO MATCH THE SWALE PLAN DETAIL AND YOUR SITE PLAN. THE NEW BENCHMARK IS MAKING YOUR CULVERT OUT OF TOLERANCE. SEC. 300.O1 A B PAR.9 THE BENCHMARK MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION CYCLE.
ROW FIELD SURVEY /GRADING CERTIFICATION	07/11/2024	APPROVED - AS NOTED	FSLADISH
Note: 7/11/24 UPON WALKING PROPERTY DETERMINED THAT YOUR DRAINAGE PATTERN IS ACCURATELY DEPICTED ON YOUR FINAL SURVEY. PASSING THIS FIELD INSPECTION AS NOTED. __________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 7/11/24 WHILE YOUR SURVEY DOES MATCH YOUR LATEST REVISED SITE PLAN, DUE TO THE COPC APPROVING YOUR SITE PLAN AND THE FACT THAT THE REAR ADJOING PROPERTY IS A RESERVED PARCEL WE ARE APPROVING YOUR FINAL SURVEY DRAINAGE AS NOTED. Inspector Notes from Inspection 9270 6/12/25 AFTER DISCUSSION WITH TIM DETERMINED WE WERE TO USE THE BM TO SHOOT THE PIPE NO WORRIE ABOUT IT MATCHING THE CL ON SWALE PLAN. PIPE ELEVATION IS IN TOLERANCE TO THE BM AT THIS INSPECTION. APPROVING AS NOTED BASED ON MY DISCUSSION WITH TIM. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. INSPECTORS NOTE PER GABE WE ARE ALLOWING 5' ON LEFT SIDE CULVERT PIPE AND 8' ON RIGHT SIDE CULVERT DUE TO SITE SPECIFIC CONDITIONS.. 6/3/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY RGROSS 6/3/2024 9:26:13 AM *** This inspection was canceled by Robert Gross because the BM does not match the centerline of the road. Also the BM was moved on the pole but not by the Surveyor. Any questions call Tim Baker. Do not inpsect this culvert until verification that the BM was reestablished by the Surveyor and matches the centerline. 5/31/2024 - PREVIOUS INSPECTION NOTES THE BENCHMARK DOESN'T MATCH THE CENTERLINE ELEVATION OF THE SWALE PLAN DETAIL. NEED TO GET YOUR SURVEYOR TO RE-ESTABLISH THE BENCHMARK TO MATCH THE SWALE PLAN DETAIL AND YOUR SITE PLAN. THE NEW BENCHMARK IS MAKING YOUR CULVERT OUT OF TOLERANCE. SEC. 300.O1 A B PAR.9 THE BENCHMARK MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION CYCLE.
ROW- PRE-APRON (PRE-POUR)	06/12/2024	APPROVED - AS NOTED	FSLADISH
Note: 6/12/25 AFTER DISCUSSION WITH TIM DETERMINED WE WERE TO USE THE BM TO SHOOT THE PIPE NO WORRIE ABOUT IT MATCHING THE CL ON SWALE PLAN. PIPE ELEVATION IS IN TOLERANCE TO THE BM AT THIS INSPECTION. APPROVING AS NOTED BASED ON MY DISCUSSION WITH TIM. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. INSPECTORS NOTE PER GABE WE ARE ALLOWING 5' ON LEFT SIDE CULVERT PIPE AND 8' ON RIGHT SIDE CULVERT DUE TO SITE SPECIFIC CONDITIONS.. 6/3/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY RGROSS 6/3/2024 9:26:13 AM *** This inspection was canceled by Robert Gross because the BM does not match the centerline of the road. Also the BM was moved on the pole but not by the Surveyor. Any questions call Tim Baker. Do not inpsect this culvert until verification that the BM was reestablished by the Surveyor and matches the centerline. 5/31/2024 - PREVIOUS INSPECTION NOTES THE BENCHMARK DOESN'T MATCH THE CENTERLINE ELEVATION OF THE SWALE PLAN DETAIL. NEED TO GET YOUR SURVEYOR TO RE-ESTABLISH THE BENCHMARK TO MATCH THE SWALE PLAN DETAIL AND YOUR SITE PLAN. THE NEW BENCHMARK IS MAKING YOUR CULVERT OUT OF TOLERANCE. SEC. 300.O1 A B PAR.9 THE BENCHMARK MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION CYCLE.
ROW- PRE-APRON (PRE-POUR)	06/04/2024	CANCELLED BY APPLICANT	RGROSS
Note: *** NOTES ADDED BY RGROSS 6/3/2024 9:26:13 AM *** This inspection was canceled by Robert Gross because the BM does not match the centerline of the road. Also the BM was moved on the pole but not by the Surveyor. Any questions call Tim Baker. Do not inpsect this culvert until verification that the BM was reestablished by the Surveyor and matches the centerline. 5/31/2024 - PREVIOUS INSPECTION NOTES THE BENCHMARK DOESN'T MATCH THE CENTERLINE ELEVATION OF THE SWALE PLAN DETAIL. NEED TO GET YOUR SURVEYOR TO RE-ESTABLISH THE BENCHMARK TO MATCH THE SWALE PLAN DETAIL AND YOUR SITE PLAN. THE NEW BENCHMARK IS MAKING YOUR CULVERT OUT OF TOLERANCE. SEC. 300.O1 A B PAR.9 THE BENCHMARK MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION CYCLE.
ROW- PRE-APRON (PRE-POUR)	05/31/2024	Disapproved -FEE REQUIRED	PFLANAGAN
Note: THE BENCHMARK DOESN'T MATCH THE CENTERLINE ELEVATION OF THE SWALE PLAN DETAIL. NEED TO GET YOUR SURVEYOR TO RE-ESTABLISH THE BENCHMARK TO MATCH THE SWALE PLAN DETAIL AND YOUR SITE PLAN. THE NEW BENCHMARK IS MAKING YOUR CULVERT OUT OF TOLERANCE. SEC. 300.O1 A B PAR.9 THE BENCHMARK MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION CYCLE.
U-CROSS CONNECTION	05/31/2024	CANCELLED BY APPLICANT	WEB
GRAVITY SEWER TEST	05/21/2024	APPROVED	MGIBSON
U - SEWER TIE IN	05/21/2024	APPROVED	MGIBSON
PEP TANK INSTALLATION REQUEST	05/14/2024	APPROVED	CBOWERMASTER
ELECTRIC - EARLY POWER	05/13/2024	APPROVED - AS NOTED	BTAYLOR
Note: Inspector Notes from Inspection 2200 2/27/24: FPL emailed - Approved for TUG. 5-13-24 1. Emailed FPL at 12:09.
PEP TANK INSTALLATION REQUEST	05/02/2024	APPROVED	CBOWERMASTER
LATH/BRICK/ WATER BARRIER	04/26/2024	APPROVED	KSANDOE
Note: Inspector Notes from Inspection 2490 4/18/24: Approved as noted to keep project moving. Must be complete prior to Early Power Inspection. Previously listed item 3 for the different windows from All Rough Inspection still needs to be resolved. Inspector Notes from Inspection 2420 4/15/24: Approved as noted to keep project moving. Must be complete prior to next inspection. Check at next inspection. 1). Wire for AHU is not phased out as required. 2). Hole in Slab at kitchen Island needs to be repaired with cement. 3). Need a revision for the different windows (Ply-Gem 16103) installed than what was originally submitted & approved on the Florida Product Approval document. 4). Please fill the bathtub to the overflow to test overflow piping. Inspector Notes from Inspection 2460 4/9/24: Approved as noted to keep project moving. Must be complete prior to next inspection. Revision for tie downs at entry checked & approved. Still missing the required straps at the inside corners as required on engineer's revision. Also, still missing hold downs from the stud wall to blocking between trusses like any typical overvalley framing. ** These two items were explained in detail to the framer on 4/1/24. 4/1/2024 - PREVIOUS INSPECTION NOTES 4/1/24: Cancelled by Applicant verbally. Contractor will submit a new revision for the different straps/tie down used at entry. 3/27/2024 - PREVIOUS INSPECTION NOTES 3/27/24: Previous deficiencies remain unresolved. Also, Please repair your silt fence barrier as soon as possible & you will need to keep it maintained in original condition per FBC 3307.1 (3307.1Protection required. Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work.) to avoid disapproved inspections with fee going forward. This must be complete prior to scheduling the next inspection. 3/18/2024 - PREVIOUS INSPECTION NOTES 3/18/24: 1). Front porch area is not installed per revision requirements. Missing straps in the corner. Wrong straps used from Truss to header tie down. Missing tie downs/straps for conventionally framed rafters/wall on right side overvalley. 2/22/2024 - PREVIOUS INSPECTION NOTES 2-22-24 1. Front porch is built wrong. Either need to take apart and add another corse of block or have engineer write a letter stating construction is good. 2. Wrong straps are used for porch trusses. Inspector Notes from Inspection 2420 4/15/24: Approved as noted to keep project moving. Must be complete prior to next inspection. Check at next inspection. 1). Wire for AHU is not phased out as required. 2). Hole in Slab at kitchen Island needs to be repaired with cement. 3). Need a revision for the different windows (Ply-Gem 16103) installed than what was originally submitted & approved on the Florida Product Approval document. 4). Please fill the bathtub to the overflow to test overflow piping. Inspector Notes from Inspection 2460 4/9/24: Approved as noted to keep project moving. Must be complete prior to next inspection. Revision for tie downs at entry checked & approved. Still missing the required straps at the inside corners as required on engineer's revision. Also, still missing hold downs from the stud wall to blocking between trusses like any typical overvalley framing. ** These two items were explained in detail to the framer on 4/1/24. 4/1/2024 - PREVIOUS INSPECTION NOTES 4/1/24: Cancelled by Applicant verbally. Contractor will submit a new revision for the different straps/tie down used at entry. 3/27/2024 - PREVIOUS INSPECTION NOTES 3/27/24: Previous deficiencies remain unresolved. Also, Please repair your silt fence barrier as soon as possible & you will need to keep it maintained in original condition per FBC 3307.1 (3307.1Protection required. Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work.) to avoid disapproved inspections with fee going forward. This must be complete prior to scheduling the next inspection. 3/18/2024 - PREVIOUS INSPECTION NOTES 3/18/24: 1). Front porch area is not installed per revision requirements. Missing straps in the corner. Wrong straps used from Truss to header tie down. Missing tie downs/straps for conventionally framed rafters/wall on right side overvalley. 2/22/2024 - PREVIOUS INSPECTION NOTES 2-22-24 1. Front porch is built wrong. Either need to take apart and add another corse of block or have engineer write a letter stating construction is good. 2. Wrong straps are used for porch trusses.
INSULATION	04/18/2024	APPROVED - AS NOTED	RSIMS
Note: 4/18/24: Approved as noted to keep project moving. Must be complete prior to Early Power Inspection. Previously listed item 3 for the different windows from All Rough Inspection still needs to be resolved. Inspector Notes from Inspection 2420 4/15/24: Approved as noted to keep project moving. Must be complete prior to next inspection. Check at next inspection. 1). Wire for AHU is not phased out as required. 2). Hole in Slab at kitchen Island needs to be repaired with cement. 3). Need a revision for the different windows (Ply-Gem 16103) installed than what was originally submitted & approved on the Florida Product Approval document. 4). Please fill the bathtub to the overflow to test overflow piping. Inspector Notes from Inspection 2460 4/9/24: Approved as noted to keep project moving. Must be complete prior to next inspection. Revision for tie downs at entry checked & approved. Still missing the required straps at the inside corners as required on engineer's revision. Also, still missing hold downs from the stud wall to blocking between trusses like any typical overvalley framing. ** These two items were explained in detail to the framer on 4/1/24. 4/1/2024 - PREVIOUS INSPECTION NOTES 4/1/24: Cancelled by Applicant verbally. Contractor will submit a new revision for the different straps/tie down used at entry. 3/27/2024 - PREVIOUS INSPECTION NOTES 3/27/24: Previous deficiencies remain unresolved. Also, Please repair your silt fence barrier as soon as possible & you will need to keep it maintained in original condition per FBC 3307.1 (3307.1Protection required. Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work.) to avoid disapproved inspections with fee going forward. This must be complete prior to scheduling the next inspection. 3/18/2024 - PREVIOUS INSPECTION NOTES 3/18/24: 1). Front porch area is not installed per revision requirements. Missing straps in the corner. Wrong straps used from Truss to header tie down. Missing tie downs/straps for conventionally framed rafters/wall on right side overvalley. 2/22/2024 - PREVIOUS INSPECTION NOTES 2-22-24 1. Front porch is built wrong. Either need to take apart and add another corse of block or have engineer write a letter stating construction is good. 2. Wrong straps are used for porch trusses. Inspector Notes from Inspection 2420 4/15/24: Approved as noted to keep project moving. Must be complete prior to next inspection. Check at next inspection. 1). Wire for AHU is not phased out as required. 2). Hole in Slab at kitchen Island needs to be repaired with cement. 3). Need a revision for the different windows (Ply-Gem 16103) installed than what was originally submitted & approved on the Florida Product Approval document. 4). Please fill the bathtub to the overflow to test overflow piping. Inspector Notes from Inspection 2460 4/9/24: Approved as noted to keep project moving. Must be complete prior to next inspection. Revision for tie downs at entry checked & approved. Still missing the required straps at the inside corners as required on engineer's revision. Also, still missing hold downs from the stud wall to blocking between trusses like any typical overvalley framing. ** These two items were explained in detail to the framer on 4/1/24. 4/1/2024 - PREVIOUS INSPECTION NOTES 4/1/24: Cancelled by Applicant verbally. Contractor will submit a new revision for the different straps/tie down used at entry. 3/27/2024 - PREVIOUS INSPECTION NOTES 3/27/24: Previous deficiencies remain unresolved. Also, Please repair your silt fence barrier as soon as possible & you will need to keep it maintained in original condition per FBC 3307.1 (3307.1Protection required. Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work.) to avoid disapproved inspections with fee going forward. This must be complete prior to scheduling the next inspection. 3/18/2024 - PREVIOUS INSPECTION NOTES 3/18/24: 1). Front porch area is not installed per revision requirements. Missing straps in the corner. Wrong straps used from Truss to header tie down. Missing tie downs/straps for conventionally framed rafters/wall on right side overvalley. 2/22/2024 - PREVIOUS INSPECTION NOTES 2-22-24 1. Front porch is built wrong. Either need to take apart and add another corse of block or have engineer write a letter stating construction is good. 2. Wrong straps are used for porch trusses.
ALL ROUGH	04/15/2024	APPROVED - AS NOTED	RSIMS
Note: 4/15/24: Approved as noted to keep project moving. Must be complete prior to next inspection. Check at next inspection. 1). Wire for AHU is not phased out as required. 2). Hole in Slab at kitchen Island needs to be repaired with cement. 3). Need a revision for the different windows (Ply-Gem 16103) installed than what was originally submitted & approved on the Florida Product Approval document. 4). Please fill the bathtub to the overflow to test overflow piping. Inspector Notes from Inspection 2460 4/9/24: Approved as noted to keep project moving. Must be complete prior to next inspection. Revision for tie downs at entry checked & approved. Still missing the required straps at the inside corners as required on engineer's revision. Also, still missing hold downs from the stud wall to blocking between trusses like any typical overvalley framing. ** These two items were explained in detail to the framer on 4/1/24. 4/1/2024 - PREVIOUS INSPECTION NOTES 4/1/24: Cancelled by Applicant verbally. Contractor will submit a new revision for the different straps/tie down used at entry. 3/27/2024 - PREVIOUS INSPECTION NOTES 3/27/24: Previous deficiencies remain unresolved. Also, Please repair your silt fence barrier as soon as possible & you will need to keep it maintained in original condition per FBC 3307.1 (3307.1Protection required. Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work.) to avoid disapproved inspections with fee going forward. This must be complete prior to scheduling the next inspection. 3/18/2024 - PREVIOUS INSPECTION NOTES 3/18/24: 1). Front porch area is not installed per revision requirements. Missing straps in the corner. Wrong straps used from Truss to header tie down. Missing tie downs/straps for conventionally framed rafters/wall on right side overvalley. 2/22/2024 - PREVIOUS INSPECTION NOTES 2-22-24 1. Front porch is built wrong. Either need to take apart and add another corse of block or have engineer write a letter stating construction is good. 2. Wrong straps are used for porch trusses.
ROOF SHEATHING / BRACES/TIES/DOWN CELL	04/09/2024	APPROVED - AS NOTED	RSIMS
Note: 4/9/24: Approved as noted to keep project moving. Must be complete prior to next inspection. Revision for tie downs at entry checked & approved. Still missing the required straps at the inside corners as required on engineer's revision. Also, still missing hold downs from the stud wall to blocking between trusses like any typical overvalley framing. ** These two items were explained in detail to the framer on 4/1/24. 4/1/2024 - PREVIOUS INSPECTION NOTES 4/1/24: Cancelled by Applicant verbally. Contractor will submit a new revision for the different straps/tie down used at entry. 3/27/2024 - PREVIOUS INSPECTION NOTES 3/27/24: Previous deficiencies remain unresolved. Also, Please repair your silt fence barrier as soon as possible & you will need to keep it maintained in original condition per FBC 3307.1 (3307.1Protection required. Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work.) to avoid disapproved inspections with fee going forward. This must be complete prior to scheduling the next inspection. 3/18/2024 - PREVIOUS INSPECTION NOTES 3/18/24: 1). Front porch area is not installed per revision requirements. Missing straps in the corner. Wrong straps used from Truss to header tie down. Missing tie downs/straps for conventionally framed rafters/wall on right side overvalley. 2/22/2024 - PREVIOUS INSPECTION NOTES 2-22-24 1. Front porch is built wrong. Either need to take apart and add another corse of block or have engineer write a letter stating construction is good. 2. Wrong straps are used for porch trusses.
ROOF SHEATHING / BRACES/TIES/DOWN CELL	04/01/2024	CANCELLED BY APPLICANT	RSIMS
Note: 4/1/24: Cancelled by Applicant verbally. Contractor will submit a new revision for the different straps/tie down used at entry. 3/27/2024 - PREVIOUS INSPECTION NOTES 3/27/24: Previous deficiencies remain unresolved. Also, Please repair your silt fence barrier as soon as possible & you will need to keep it maintained in original condition per FBC 3307.1 (3307.1Protection required. Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work.) to avoid disapproved inspections with fee going forward. This must be complete prior to scheduling the next inspection. 3/18/2024 - PREVIOUS INSPECTION NOTES 3/18/24: 1). Front porch area is not installed per revision requirements. Missing straps in the corner. Wrong straps used from Truss to header tie down. Missing tie downs/straps for conventionally framed rafters/wall on right side overvalley. 2/22/2024 - PREVIOUS INSPECTION NOTES 2-22-24 1. Front porch is built wrong. Either need to take apart and add another corse of block or have engineer write a letter stating construction is good. 2. Wrong straps are used for porch trusses.
ROOF SHEATHING / BRACES/TIES/DOWN CELL	03/27/2024	Disapproved -FEE REQUIRED	RSIMS
Note: 3/27/24: Previous deficiencies remain unresolved. Also, Please repair your silt fence barrier as soon as possible & you will need to keep it maintained in original condition per FBC 3307.1 (3307.1Protection required. Adjoining public and private property shall be protected from damage during construction, remodeling and demolition work.) to avoid disapproved inspections with fee going forward. This must be complete prior to scheduling the next inspection. 3/18/2024 - PREVIOUS INSPECTION NOTES 3/18/24: 1). Front porch area is not installed per revision requirements. Missing straps in the corner. Wrong straps used from Truss to header tie down. Missing tie downs/straps for conventionally framed rafters/wall on right side overvalley. 2/22/2024 - PREVIOUS INSPECTION NOTES 2-22-24 1. Front porch is built wrong. Either need to take apart and add another corse of block or have engineer write a letter stating construction is good. 2. Wrong straps are used for porch trusses.
ROOF VALLEY & METAL	03/18/2024	APPROVED	RSIMS
Note: 2/23/2024 - PREVIOUS INSPECTION NOTES 2/23/24: Must have an Approved Inspection 2460 (RS/B/T/DC) prior to this inspection.
WALL SHEATHING	03/18/2024	APPROVED	RSIMS
Note: 2/23/2024 - PREVIOUS INSPECTION NOTES 2/23/24: Must have an Approved Inspection 2460 (RS/B/T/DC) prior to this inspection due to the details of the deficiencies concerning the entry. Also, wall sheathing is incomplete. 2/22/2024 - PREVIOUS INSPECTION NOTES
ROOF SHEATHING / BRACES/TIES/DOWN CELL	03/18/2024	Disapproved -FEE REQUIRED	RSIMS
Note: 3/18/24: 1). Front porch area is not installed per revision requirements. Missing straps in the corner. Wrong straps used from Truss to header tie down. Missing tie downs/straps for conventionally framed rafters/wall on right side overvalley. 2/22/2024 - PREVIOUS INSPECTION NOTES 2-22-24 1. Front porch is built wrong. Either need to take apart and add another corse of block or have engineer write a letter stating construction is good. 2. Wrong straps are used for porch trusses.
ELECTRIC-TUG	02/27/2024	APPROVED - AS NOTED	RSIMS
Note: 2/27/24: FPL emailed - Approved for TUG.
WALL SHEATHING	02/23/2024	Disapproved -FEE REQUIRED	RSIMS
Note: 2/23/24: Must have an Approved Inspection 2460 (RS/B/T/DC) prior to this inspection due to the details of the deficiencies concerning the entry. Also, wall sheathing is incomplete. 2/22/2024 - PREVIOUS INSPECTION NOTES
ROOF VALLEY & METAL	02/23/2024	Disapproved - NO FEE	RSIMS
Note: 2/23/24: Must have an Approved Inspection 2460 (RS/B/T/DC) prior to this inspection.
ROOF SHEATHING / BRACES/TIES/DOWN CELL	02/22/2024	Disapproved - NO FEE	BTAYLOR
Note: 2-22-24 1. Front porch is built wrong. Either need to take apart and add another corse of block or have engineer write a letter stating construction is good. 2. Wrong straps are used for porch trusses.
WALL SHEATHING	02/22/2024	CANCELLED BY APPLICANT	BTAYLOR
FOUND SURVEY APPROVED (OFFICE)	02/20/2024	APPROVED	TBAKER
TIE BEAM / LINTEL	02/08/2024	APPROVED	BTAYLOR
Note: 2/7/2024 - PREVIOUS INSPECTION NOTES 2/7/24: 1). Missing down rod & dowel (or it is not exposed) at front left column. Marked on plan. 2). Window sill mortar beds exceed the 1/2" maximum thickness per FBC-R606.3.1. Highlighted on plans.
TIE BEAM / LINTEL	02/07/2024	Disapproved - NO FEE	RSIMS
Note: 2/7/24: 1). Missing down rod & dowel (or it is not exposed) at front left column. Marked on plan. 2). Window sill mortar beds exceed the 1/2" maximum thickness per FBC-R606.3.1. Highlighted on plans.
MONOLITHIC SLAB	01/29/2024	APPROVED	RSIMS
Note: 1/26/2024 - PREVIOUS INSPECTION NOTES 1/26/24: INSPECTION STOPPED! No termite bond in permit box or on-site.
MONOLITHIC SLAB	01/26/2024	Disapproved - NO FEE	RSIMS
Note: 1/26/24: INSPECTION STOPPED! No termite bond in permit box or on-site.
PLUMBING 1ST ROUGH UNDERGROUND	01/19/2024	APPROVED	MGIBSON
WATER METER INSTALLATION REQUEST	01/05/2024	APPROVED	TCHURCHILL
WILDLIFE CHECK - ENVIRONMENTAL	12/05/2023	APPROVED	DRODRIGUEZ

Review History

Department	Status	Date In	Date Out
BLD	COMPLETE	06/24/2024	06/27/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
MECH	COMPLETE	06/21/2024	06/24/2024
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
ENGIN1	COMPLETE	06/07/2024	06/07/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Permit is on HOLD until COPC gets verification of benchmark elevation.
SW1	COMPLETE	06/07/2024	06/14/2024
Note: Released By: JOHN HOWARD - - JHOWARD@PALMCOASTGOV.COM SW1 approval valid with the following notes: Final PEP location to be provided by the City of Palm Coast. The stormwater conveyance swales associated with the lot’s grading shall be diverted around the PEP lids/covers SW1 completed review is contingent on stormwater inspector's approval of the final survey. A failed final survey inspection and/or a revised site plan indicating any significant change in drainage patterns and elevations negatively impacting neighboring lots, or the structure will result in a HOLD
ENGIN1	HOLD	05/31/2024	06/03/2024
Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Permit is on HOLD until COPC gets verification of benchmark elevation.
SW1	HOLD	05/31/2024	06/06/2024
Note: Held By: JOHN HOWARD - - JHOWARD@PALMCOASTGOV.COM Northwest corner of lot, adjacent to rear corner of lot 3 - a few proposed elevations appear to be a typo marked '29.90' and '29.80'. Please revise
ZON	COMPLETE	05/31/2024	05/31/2024
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
BLD	COMPLETE	04/02/2024	04/05/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ZON	COMPLETE	04/02/2024	04/02/2024
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
BLD	COMPLETE	03/08/2024	03/14/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	COMPLETE	02/15/2024	02/20/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	02/15/2024	02/15/2024
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
ENGIN1	HOLD	01/29/2024	01/29/2024
Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Formboard survey is unacceptable as foundation survey. Please submit foundation survey showing location, dimensions and elevation of finished concrete foundation/slab.
ZON	COMPLETE	01/29/2024	01/29/2024
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
BADMIN	INFORMATION	01/26/2024	01/26/2024
Note: Marked INFORMATION By: SCOTT THOMAS - (386)986-3780 - STHOMAS@PALMCOASTGOV.COM SUBMIT FOUNDATION SURVEY, NOT FORMBOARD
BLD	COMPLETE	01/26/2024	01/29/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
BLD	COMPLETE	01/24/2024	01/25/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
PLENV	COMPLETE	12/05/2023	12/05/2023
Note: Released By: DYLAN RODRIGUEZ - - DRODRIGUEZ@PALMCOASTGOV.COM The provided document appears to meet the requirement for avoiding impact within 25 feet of the Gopher Tortoise burrow located on site. If any future impacts were to encroach this 25 feet buffer from the burrow, further coordination may be needed.
ZON	COMPLETE	11/15/2023	11/15/2023
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
ENGIN1	COMPLETE	11/15/2023	11/16/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
SW1	COMPLETE	11/15/2023	11/21/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
PLENV	HOLD	11/15/2023	11/16/2023
Note: Held By: DYLAN RODRIGUEZ - - DRODRIGUEZ@PALMCOASTGOV.COM Staff conduced a site visit on 11/16/23 and found potentially occupied Gopher Tortoise burrow. Please either provide a Gopher Tortoise survey by a QEP that shows the burrow is not within 25ft of construction activities or an approved After Action Report from FWC after relocation activities have been completed.
SWALE	COMPLETE	08/31/2023	10/19/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
BLD	COMPLETE	08/29/2023	09/05/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
CUSVC	COMPLETE	08/29/2023	08/30/2023
Note: Released By: LISA ASBILL - - lasbill@palmcoastgov.com
ELEC	COMPLETE	08/29/2023	09/05/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	COMPLETE	08/29/2023	08/31/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
GAS	CANCEL	08/29/2023	09/05/2023
LOCATE	COMPLETE	08/29/2023	09/05/2023
Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM
MECH	COMPLETE	08/29/2023	09/05/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
SW1	COMPLETE	08/29/2023	09/07/2023
Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM
ZON	COMPLETE	08/29/2023	08/31/2023
Note: Released By: SCOTT THOMAS - - STHOMAS@PALMCOASTGOV.COM

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	07/01/2024
REINSPECTION RESIDENTIAL	¤40.00	07/01/2024
REINSPECTION RESIDENTIAL	¤40.00	07/01/2024
REINSPECTION RESIDENTIAL	¤40.00	07/01/2024
SW ENG REINSPECTION 30	¤30.00	07/01/2024
SW ENG - REVIEW 20	¤20.00	11/01/2023
SW ENG RES REVIEW 200	¤200.00	11/01/2023
TRANS IMPACT FEE ADMIN	¤54.36	11/01/2023
TRANS IMPACT FEE ADMIN	(¤54.36)	11/01/2023
SEWER CREDIT	(¤850.00)	11/01/2023
SEWER INSPECTION	¤25.00	11/01/2023
SEWER CAPITAL FACILITY	¤5,344.82	11/01/2023
WATER CAPITAL FACILITY FEE	¤3,923.88	11/01/2023
SITE PLAN 30	¤30.00	11/01/2023
WATER- TURN ON	¤25.00	11/01/2023
ADJUSTMENT 50%	(¤436.84)	11/01/2023
ADMINISTRATIVE RESIDENTIAL	¤30.00	11/01/2023
INSPECTION - RESIDENTIAL	¤657.25	11/01/2023
PLAN REVIEW - RESIDENTIAL	¤186.42	11/01/2023
CONNECTION FEES	¤1,166.26	11/01/2023
FIRE IMPACT FEE ADMIN	¤12.62	11/01/2023
FIRE IMPACT FEE ADMIN	(¤12.62)	11/01/2023
FC IMPACT FEE EMS	¤62.00	11/01/2023
IMPACT FEE FIRE	¤420.52	11/01/2023
FC IMPACT FEE LAW ENFORCEMENT	¤218.00	11/01/2023
FC IMPACT FEE LIBRARY	¤268.00	11/01/2023
IMPACT FEE PARKS	¤1,769.15	11/01/2023
IMPACT FEE SCHOOL	¤5,450.00	11/01/2023
IMPACT FEE TRANSPORTATION	¤1,812.00	11/01/2023
WATER -IRRIGATION INSPECTION	¤25.00	11/01/2023
PARKS IMPACT FEE ADMIN	¤53.07	11/01/2023
PARKS IMPACT FEE ADMIN	(¤53.07)	11/01/2023
SURCHARGE FS 533.721	¤4.37	11/01/2023
SURCHARGE - FS 468.631	¤6.55	11/01/2023
SW ENG - FOUNDATION SURVEY	¤20.00	11/01/2023
SW ENG INSPECTION 80	¤80.00	11/01/2023
SW ENG PRE APRON	¤30.00	11/01/2023
Fees	Total Due: ¤0.00	Total Paid: ¤20,669.88