Status: COED

Parcel Id: 07-11-31-7035-01470-0060

CONDITIONED SPACE: 1753 sqft

GARAGE: 435 sqft

OPENED PORCH (WITH ROOF) : 182 sqft

OPENED PORCH (WITH ROOF) : 89 sqft

Total Square Footage: 2459 sqft

Block: 01470

Subdivision: 2172 - SECTION 35-BELLE TERRE

Job Phone: 202-494-2019

Location Address: 14 BIG DIPPER LN

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 10/02/2023

NOC: RECORDED

Applicant name: GARY ANDREW FISCHER

Owner: INB FUND 2 LLC

Address 3670 MAGUIRE BOULEVARD SUITE 220 ORLANDO, FL 32803

Lot: 0060

Contracted Stated Job Value: ¤150,000.00

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
ROW - FINAL APRON (AFTER POUR)	04/17/2024	APPROVED - AS NOTED	FSLADISH
Note: 4/17/24 OVERPOUR REMOVED AS REQUIRED. CUTS MADE. PIPE GOOD. CULVERT CLEAR HOT PATCH COMPLETED AT THE TIME OF THIS INSPECTION. APPROVING AS NOTED. _______________________________________________________________________________________________________________________ 4/16/2024 - PREVIOUS INSPECTION NOTES ** 04/16/24 AS INDICATED IN THE PREVIOUS INSPECTION ON 04/12/24 CORRECTION STILL NEEDS TO BE DONE ** 4/12/24 YOU NEED TO CUT OUT/REMOVE EXCESS MITERED END OVERPOUR ON LEFT SIDE OUTLINED IN WHITE. _______________________________________________________________________________________________________________________ 4/12/2024 - PREVIOUS INSPECTION NOTES 4/12/24 YOU NEED TO CUT OUT/REMOVE EXCESS MITERED END OVERPOUR ON LEFT SIDE OUTLINED IN WHITE. NEED TO REMOVE DIRT FROM CULVERT. YOU NEED TO MAKE DRIVEWAY EXPANSION CUTS AS REQUIRED BY COPC STANDARDS AND SPECIFICATIONS. _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 UPON WALKING PROPERTY DETERMINED THERE IS A LOW POINT IN THE RIGHT SIDE SWALE OUTLINED IN WHITE PAINT. LEFT REAR CORNER OF PROPERTY OUTLINED IN WHITE YOU NEED TO MAKE A DEFINED SWALE HERE SO THAT WATER WILL MOVE FROM REAR TO FRONT SWALE AND NOT NEGATIVELY AFFECT ADJOINING PROPERTY OWNER. THERE MAY BE OTHER CORRECTIONS REQUIRED BETWEEN NOW AND FINAL ROW IF FIELD CONDITIONS WARRANT IT. APPROVING THIS AS NOTED AS THESE CORRECTIONS CAN BE DONE WITHOUT MAJOR WORK. ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 4/10/24 LOW SPOT (23.10) IN SWALE. COUPLE ANOMOLYS I LOOK AT WILL DETERMINE UPON FIELD SURVEYS ANY CORRECTIONS. APPROVING THIS INSPECTION AS NOTED ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 3/8/24 PIPE IS GOOD. READY TO POUR AT THE TIME OF THIS INSPECTION.. BUILDERS RESPONSIBILITY TO DOUBLE CHECK PIPE BEFORE POURING. 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. Inspector Notes from Inspection 9465 UPON WALKING PROPERTY DETERMINED THERE IS A LOW POINT IN THE RIGHT SIDE SWALE OUTLINED IN WHITE PAINT. LEFT REAR CORNER OF PROPERTY OUTLINED IN WHITE YOU NEED TO MAKE A DEFINED SWALE HERE SO THAT WATER WILL MOVE FROM REAR TO FRONT SWALE AND NOT NEGATIVELY AFFECT ADJOINING PROPERTY OWNER. THERE MAY BE OTHER CORRECTIONS REQUIRED BETWEEN NOW AND FINAL ROW IF FIELD CONDITIONS WARRANT IT. APPROVING THIS AS NOTED AS THESE CORRECTIONS CAN BE DONE WITHOUT MAJOR WORK. ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 4/10/24 LOW SPOT (23.10) IN SWALE. COUPLE ANOMOLYS I LOOK AT WILL DETERMINE UPON FIELD SURVEYS ANY CORRECTIONS. APPROVING THIS INSPECTION AS NOTED ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 3/8/24 PIPE IS GOOD. READY TO POUR AT THE TIME OF THIS INSPECTION.. BUILDERS RESPONSIBILITY TO DOUBLE CHECK PIPE BEFORE POURING. 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.
ROW - STORMWATER FINAL	04/17/2024	APPROVED - AS NOTED	FSLADISH
Note: 4/17/24 BERM CORRECTION MADE AND ADDITIONAL OUTLINED AREA ALSO AS REQUIRED IN PREVIOUS INSPECTION. APPROVING AS NOTED THAT AT THE TIME OF THIS INSPECTION COPC MINIMUM REQUIREMENTS MET. 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. _______________________________________________________________________________________________________________________ 4/16/2024 - PREVIOUS INSPECTION NOTES ** 04/16/24 LEFT REAR WHERE PREVIOUS FIELD SURVEY INDICATED YOU NEEDED TO REPAIR AREA OUTLINED W/ WHITE PAINT THE CORRECTION NEEDS TO HAVE COMPACTED MATERIAL AT A MINIMUM OF 3/10ths TO AID PREVENTING YOUR STORMWATER FROM NEGATIVELY IMPACTING THE ADJACENT LOT ON THE LEFT. ALSO NEED TO FIX SECOND AREA ALONG FENCE LINE ALSO MARKED WITH WHITE PAINT ** IN ACCORDANCE WITH DRAWING 300.D FROM THE TECHNICAL MANUAL THE FINISHED GRADE AT THE EDGE OF ROAD NEEDS TO BE 2 INCHES BELOW EDGE OF ROAD BEFORE THE SOD IS LAID. CURRENTLY SOD IS TOO HIGH ON BOTH SIDES OF THE DRIVEWAY WHICH WILL PREVENT WATER FROM SHEDDING OFF ROADWAY CREATING A SAFETY HAZARD
ROW - STORMWATER FINAL	04/16/2024	Disapproved -FEE REQUIRED	EMADISON
Note: ** 04/16/24 LEFT REAR WHERE PREVIOUS FIELD SURVEY INDICATED YOU NEEDED TO REPAIR AREA OUTLINED W/ WHITE PAINT THE CORRECTION NEEDS TO HAVE COMPACTED MATERIAL AT A MINIMUM OF 3/10ths TO AID PREVENTING YOUR STORMWATER FROM NEGATIVELY IMPACTING THE ADJACENT LOT ON THE LEFT. ALSO NEED TO FIX SECOND AREA ALONG FENCE LINE ALSO MARKED WITH WHITE PAINT ** IN ACCORDANCE WITH DRAWING 300.D FROM THE TECHNICAL MANUAL THE FINISHED GRADE AT THE EDGE OF ROAD NEEDS TO BE 2 INCHES BELOW EDGE OF ROAD BEFORE THE SOD IS LAID. CURRENTLY SOD IS TOO HIGH ON BOTH SIDES OF THE DRIVEWAY WHICH WILL PREVENT WATER FROM SHEDDING OFF ROADWAY CREATING A SAFETY HAZARD
ROW - FINAL APRON (AFTER POUR)	04/16/2024	Disapproved -FEE REQUIRED	EMADISON
Note: ** 04/16/24 AS INDICATED IN THE PREVIOUS INSPECTION ON 04/12/24 CORRECTION STILL NEEDS TO BE DONE ** 4/12/24 YOU NEED TO CUT OUT/REMOVE EXCESS MITERED END OVERPOUR ON LEFT SIDE OUTLINED IN WHITE. _______________________________________________________________________________________________________________________ 4/12/2024 - PREVIOUS INSPECTION NOTES 4/12/24 YOU NEED TO CUT OUT/REMOVE EXCESS MITERED END OVERPOUR ON LEFT SIDE OUTLINED IN WHITE. NEED TO REMOVE DIRT FROM CULVERT. YOU NEED TO MAKE DRIVEWAY EXPANSION CUTS AS REQUIRED BY COPC STANDARDS AND SPECIFICATIONS. _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 UPON WALKING PROPERTY DETERMINED THERE IS A LOW POINT IN THE RIGHT SIDE SWALE OUTLINED IN WHITE PAINT. LEFT REAR CORNER OF PROPERTY OUTLINED IN WHITE YOU NEED TO MAKE A DEFINED SWALE HERE SO THAT WATER WILL MOVE FROM REAR TO FRONT SWALE AND NOT NEGATIVELY AFFECT ADJOINING PROPERTY OWNER. THERE MAY BE OTHER CORRECTIONS REQUIRED BETWEEN NOW AND FINAL ROW IF FIELD CONDITIONS WARRANT IT. APPROVING THIS AS NOTED AS THESE CORRECTIONS CAN BE DONE WITHOUT MAJOR WORK. ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 4/10/24 LOW SPOT (23.10) IN SWALE. COUPLE ANOMOLYS I LOOK AT WILL DETERMINE UPON FIELD SURVEYS ANY CORRECTIONS. APPROVING THIS INSPECTION AS NOTED ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 3/8/24 PIPE IS GOOD. READY TO POUR AT THE TIME OF THIS INSPECTION.. BUILDERS RESPONSIBILITY TO DOUBLE CHECK PIPE BEFORE POURING. 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. Inspector Notes from Inspection 9465 UPON WALKING PROPERTY DETERMINED THERE IS A LOW POINT IN THE RIGHT SIDE SWALE OUTLINED IN WHITE PAINT. LEFT REAR CORNER OF PROPERTY OUTLINED IN WHITE YOU NEED TO MAKE A DEFINED SWALE HERE SO THAT WATER WILL MOVE FROM REAR TO FRONT SWALE AND NOT NEGATIVELY AFFECT ADJOINING PROPERTY OWNER. THERE MAY BE OTHER CORRECTIONS REQUIRED BETWEEN NOW AND FINAL ROW IF FIELD CONDITIONS WARRANT IT. APPROVING THIS AS NOTED AS THESE CORRECTIONS CAN BE DONE WITHOUT MAJOR WORK. ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 4/10/24 LOW SPOT (23.10) IN SWALE. COUPLE ANOMOLYS I LOOK AT WILL DETERMINE UPON FIELD SURVEYS ANY CORRECTIONS. APPROVING THIS INSPECTION AS NOTED ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 3/8/24 PIPE IS GOOD. READY TO POUR AT THE TIME OF THIS INSPECTION.. BUILDERS RESPONSIBILITY TO DOUBLE CHECK PIPE BEFORE POURING. 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.
BLD - BUILDING FINAL	04/16/2024	FINAL APPROVED	MKRASKI
BLD - BUILDING FINAL	04/15/2024	Disapproved -FEE REQUIRED	LMILLER
Note: 4-15-24 prior notes not resolved 4/12/2024 - PREVIOUS INSPECTION NOTES 4/12/24- Please install Outlet in weather proof outlet by ODU. (exposed wiring). NEC 110.27 Live parts guarded against accidental contact
ROW - FINAL APRON (AFTER POUR)	04/12/2024	Disapproved -FEE REQUIRED	FSLADISH
Note: 4/12/24 YOU NEED TO CUT OUT/REMOVE EXCESS MITERED END OVERPOUR ON RIGHT SIDE OUTLINED IN WHITE. NEED TO REMOVE DIRT FROM CULVERT. YOU NEED TO MAKE DRIVEWAY EXPANSION CUTS AS REQUIRED BY COPC STANDARDS AND SPECIFICATIONS. _________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 UPON WALKING PROPERTY DETERMINED THERE IS A LOW POINT IN THE RIGHT SIDE SWALE OUTLINED IN WHITE PAINT. LEFT REAR CORNER OF PROPERTY OUTLINED IN WHITE YOU NEED TO MAKE A DEFINED SWALE HERE SO THAT WATER WILL MOVE FROM REAR TO FRONT SWALE AND NOT NEGATIVELY AFFECT ADJOINING PROPERTY OWNER. THERE MAY BE OTHER CORRECTIONS REQUIRED BETWEEN NOW AND FINAL ROW IF FIELD CONDITIONS WARRANT IT. APPROVING THIS AS NOTED AS THESE CORRECTIONS CAN BE DONE WITHOUT MAJOR WORK. ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 4/10/24 LOW SPOT (23.10) IN SWALE. COUPLE ANOMOLYS I LOOK AT WILL DETERMINE UPON FIELD SURVEYS ANY CORRECTIONS. APPROVING THIS INSPECTION AS NOTED ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 3/8/24 PIPE IS GOOD. READY TO POUR AT THE TIME OF THIS INSPECTION.. BUILDERS RESPONSIBILITY TO DOUBLE CHECK PIPE BEFORE POURING. 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. Inspector Notes from Inspection 9465 UPON WALKING PROPERTY DETERMINED THERE IS A LOW POINT IN THE RIGHT SIDE SWALE OUTLINED IN WHITE PAINT. LEFT REAR CORNER OF PROPERTY OUTLINED IN WHITE YOU NEED TO MAKE A DEFINED SWALE HERE SO THAT WATER WILL MOVE FROM REAR TO FRONT SWALE AND NOT NEGATIVELY AFFECT ADJOINING PROPERTY OWNER. THERE MAY BE OTHER CORRECTIONS REQUIRED BETWEEN NOW AND FINAL ROW IF FIELD CONDITIONS WARRANT IT. APPROVING THIS AS NOTED AS THESE CORRECTIONS CAN BE DONE WITHOUT MAJOR WORK. ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 4/10/24 LOW SPOT (23.10) IN SWALE. COUPLE ANOMOLYS I LOOK AT WILL DETERMINE UPON FIELD SURVEYS ANY CORRECTIONS. APPROVING THIS INSPECTION AS NOTED ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 3/8/24 PIPE IS GOOD. READY TO POUR AT THE TIME OF THIS INSPECTION.. BUILDERS RESPONSIBILITY TO DOUBLE CHECK PIPE BEFORE POURING. 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.
BLD - BUILDING FINAL	04/12/2024	Disapproved - NO FEE	JSTEWART
Note: 4/12/24- Please install Outlet in weather proof outlet by ODU. (exposed wiring). NEC 110.27 Live parts guarded against accidental contact
U -UTILITY RESIDENTIAL FINAL	04/12/2024	FINAL APPROVED	LFITZGERALD
ROW- FINAL SURVEY/GRADING CERTIFICATION	04/10/2024	APPROVED - AS NOTED	FSLADISH
Note: 4/10/24 LOW SPOT (23.10) IN SWALE. COUPLE ANOMOLYS I LOOK AT WILL DETERMINE UPON FIELD SURVEYS ANY CORRECTIONS. APPROVING THIS INSPECTION AS NOTED ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 3/8/24 PIPE IS GOOD. READY TO POUR AT THE TIME OF THIS INSPECTION.. BUILDERS RESPONSIBILITY TO DOUBLE CHECK PIPE BEFORE POURING. 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.
ROW FIELD SURVEY /GRADING CERTIFICATION	04/10/2024	APPROVED - AS NOTED	FSLADISH
Note: UPON WALKING PROPERTY DETERMINED THERE IS A LOW POINT IN THE RIGHT SIDE SWALE OUTLINED IN WHITE PAINT. LEFT REAR CORNER OF PROPERTY OUTLINED IN WHITE YOU NEED TO MAKE A DEFINED SWALE HERE SO THAT WATER WILL MOVE FROM REAR TO FRONT SWALE AND NOT NEGATIVELY AFFECT ADJOINING PROPERTY OWNER. THERE MAY BE OTHER CORRECTIONS REQUIRED BETWEEN NOW AND FINAL ROW IF FIELD CONDITIONS WARRANT IT. APPROVING THIS AS NOTED AS THESE CORRECTIONS CAN BE DONE WITHOUT MAJOR WORK. ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9463 4/10/24 LOW SPOT (23.10) IN SWALE. COUPLE ANOMOLYS I LOOK AT WILL DETERMINE UPON FIELD SURVEYS ANY CORRECTIONS. APPROVING THIS INSPECTION AS NOTED ______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 3/8/24 PIPE IS GOOD. READY TO POUR AT THE TIME OF THIS INSPECTION.. BUILDERS RESPONSIBILITY TO DOUBLE CHECK PIPE BEFORE POURING. 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.
U-CROSS CONNECTION	04/02/2024	APPROVED	DHANEY
ROW- PRE-APRON (PRE-POUR)	03/08/2024	APPROVED - AS NOTED	FSLADISH
Note: 3/8/24 PIPE IS GOOD. READY TO POUR AT THE TIME OF THIS INSPECTION.. BUILDERS RESPONSIBILITY TO DOUBLE CHECK PIPE BEFORE POURING. 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.
ELECTRIC - EARLY POWER	03/06/2024	APPROVED	RMARTIN
Note: Inspector Notes from Inspection 2200 1/10/24- Authorize release of email to FPL @ 11:57a
GRAVITY SEWER TEST	02/28/2024	APPROVED	MGIBSON
U - SEWER TIE IN	02/28/2024	APPROVED	MGIBSON
PEP TANK INSTALLATION REQUEST	02/06/2024	APPROVED	BVITALE
INSULATION	02/01/2024	APPROVED	FWILLIS
Note: 1/26/2024 - PREVIOUS INSPECTION NOTES 1/26/24- Previous Note not rectified......Please obtain a revision of energy calcs (Ufactor, SHGC) for windows and doors installed Dont Match. Will check at Insulation inspection. Inspector Notes from Inspection 2420 1/23/24- Please install NP at Island UG Romex chase. Please obtain a revision of energy calcs (Ufactor, SHGC), and Product approval for windows and doors installed Dont Match. Will check at Insulation inspection.
INSULATION	01/26/2024	Disapproved -FEE REQUIRED	JSTEWART
Note: 1/26/24- Previous Note not rectified......Please obtain a revision of energy calcs (Ufactor, SHGC) for windows and doors installed Dont Match. Will check at Insulation inspection. Inspector Notes from Inspection 2420 1/23/24- Please install NP at Island UG Romex chase. Please obtain a revision of energy calcs (Ufactor, SHGC), and Product approval for windows and doors installed Dont Match. Will check at Insulation inspection.
ALL ROUGH	01/23/2024	APPROVED - AS NOTED	JSTEWART
Note: 1/23/24- Please install NP at Island UG Romex chase. Please obtain a revision of energy calcs (Ufactor, SHGC), and Product approval for windows and doors installed Dont Match. Will check at Insulation inspection.
LATH/BRICK/ WATER BARRIER	01/17/2024	APPROVED	JSTEWART
ELECTRIC-TUG	01/10/2024	APPROVED - AS NOTED	JSTEWART
Note: 1/10/24- Authorize release of email to FPL @ 11:57a
ROOF VALLEY & METAL	01/10/2024	APPROVED	JSTEWART
ROOF SHEATHING / BRACES/TIES/DOWN CELL	12/29/2023	APPROVED	JSTEWART
ROW - DRAINAGE	12/29/2023	APPROVED	TPOLACEK
Note: 12/29/23 CORRECTION WERE MADE AT THE TIME FROM THE TIME OF THE INSPECTION 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. ____________________________________________________________________________________________________________________ 12/28/2023 - PREVIOUS INSPECTION NOTES 12/28/23 NO CORRECTIONS HAVE BEEN MADE. WILL BE BACK TOMORROW FOR NEXT INSPECTION. ____________________________________________________________________________________________________________________ 12/27/2023 - PREVIOUS INSPECTION NOTES Trusses have been delivered but ruts in swale have not been repaired. Next Inspection 12/28/23. Per builder ruts would be repaired after trusses were delivered. 12/22/2023 - PREVIOUS INSPECTION NOTES ** 12/22/23 NO CORRECTIONS HAVE BEEN MADE ART THE TIME OF THIS INSPECTION BUILDER SAID HE WILL CORRECT ON 12/27/23 ** ROAD SIDE SWALE NEEDS TO BE OPENS AND MAINTAINED IF TEMPORARY CULVERT IS INSTALLED INSTALL TO EXTING GRADE TO ALLOW WATER TO FLOW ** REMOVE ALL CONSTRUCTION DEBRIS FROM THE ROAD SIDE SWALE (ROW) ** REMOVE PORT-A-JOHN FROM EDGE OF ROAD / ROW PUT ONTO SITE ** BUILDER ALSO INDICATED HE WILL BE REPAIRING THE SWALE ON THE TURN ACROSS FROM 20 BIG DIPPER LN AS HIS DELIVERY TRUCKS AND CONSTRUCTION VEHICLES HAD DAMAGED THE ROW ** SEE ATTACHED PHOTOS ** FOLLOW UP INSPECTION ON 12/27/23 ____________________________________________________________________________________________________________________ 12/6/2023 - PREVIOUS INSPECTION NOTES rjg. Major damage to the swales by concrete and other trucks from this new build. Reported by house 19 who was a witness to the damage. Major damage to swales to be repaired by INB homes from this construction project. Per Frankie with INB, this will be fixed after Monday 12/11. Last big truck to deliver. Drainage insepction scheduled for 12/22/23 to make sure the rutts were repaired.
ROW - DRAINAGE	12/28/2023	Disapproved -FEE REQUIRED	TPOLACEK
Note: 12/28/23 NO CORRECTIONS HAVE BEEN MADE. WILL BE BACK TOMORROW FOR NEXT INSPECTION. ____________________________________________________________________________________________________________________ 12/27/2023 - PREVIOUS INSPECTION NOTES Trusses have been delivered but ruts in swale have not been repaired. Next Inspection 12/28/23. Per builder ruts would be repaired after trusses were delivered. 12/22/2023 - PREVIOUS INSPECTION NOTES ** 12/22/23 NO CORRECTIONS HAVE BEEN MADE ART THE TIME OF THIS INSPECTION BUILDER SAID HE WILL CORRECT ON 12/27/23 ** ROAD SIDE SWALE NEEDS TO BE OPENS AND MAINTAINED IF TEMPORARY CULVERT IS INSTALLED INSTALL TO EXTING GRADE TO ALLOW WATER TO FLOW ** REMOVE ALL CONSTRUCTION DEBRIS FROM THE ROAD SIDE SWALE (ROW) ** REMOVE PORT-A-JOHN FROM EDGE OF ROAD / ROW PUT ONTO SITE ** BUILDER ALSO INDICATED HE WILL BE REPAIRING THE SWALE ON THE TURN ACROSS FROM 20 BIG DIPPER LN AS HIS DELIVERY TRUCKS AND CONSTRUCTION VEHICLES HAD DAMAGED THE ROW ** SEE ATTACHED PHOTOS ** FOLLOW UP INSPECTION ON 12/27/23 ____________________________________________________________________________________________________________________ 12/6/2023 - PREVIOUS INSPECTION NOTES rjg. Major damage to the swales by concrete and other trucks from this new build. Reported by house 19 who was a witness to the damage. Major damage to swales to be repaired by INB homes from this construction project. Per Frankie with INB, this will be fixed after Monday 12/11. Last big truck to deliver. Drainage insepction scheduled for 12/22/23 to make sure the rutts were repaired.
ROW - DRAINAGE	12/27/2023	Disapproved -FEE REQUIRED	RGROSS
Note: Trusses have been delivered but ruts in swale have not been repaired. Next Inspection 12/28/23. Per builder ruts would be repaired after trusses were delivered. 12/22/2023 - PREVIOUS INSPECTION NOTES ** 12/22/23 NO CORRECTIONS HAVE BEEN MADE ART THE TIME OF THIS INSPECTION BUILDER SAID HE WILL CORRECT ON 12/27/23 ** ROAD SIDE SWALE NEEDS TO BE OPENS AND MAINTAINED IF TEMPORARY CULVERT IS INSTALLED INSTALL TO EXTING GRADE TO ALLOW WATER TO FLOW ** REMOVE ALL CONSTRUCTION DEBRIS FROM THE ROAD SIDE SWALE (ROW) ** REMOVE PORT-A-JOHN FROM EDGE OF ROAD / ROW PUT ONTO SITE ** BUILDER ALSO INDICATED HE WILL BE REPAIRING THE SWALE ON THE TURN ACROSS FROM 20 BIG DIPPER LN AS HIS DELIVERY TRUCKS AND CONSTRUCTION VEHICLES HAD DAMAGED THE ROW ** SEE ATTACHED PHOTOS ** FOLLOW UP INSPECTION ON 12/27/23 ____________________________________________________________________________________________________________________ 12/6/2023 - PREVIOUS INSPECTION NOTES rjg. Major damage to the swales by concrete and other trucks from this new build. Reported by house 19 who was a witness to the damage. Major damage to swales to be repaired by INB homes from this construction project. Per Frankie with INB, this will be fixed after Monday 12/11. Last big truck to deliver. Drainage insepction scheduled for 12/22/23 to make sure the rutts were repaired.
ROOF SHEATHING	12/27/2023	APPROVED	FWILLIS
WALL SHEATHING	12/27/2023	APPROVED	FWILLIS
ROW - DRAINAGE	12/22/2023	Disapproved -FEE REQUIRED	EMADISON
Note: ** 12/22/23 NO CORRECTIONS HAVE BEEN MADE ART THE TIME OF THIS INSPECTION BUILDER SAID HE WILL CORRECT ON 12/27/23 ** ROAD SIDE SWALE NEEDS TO BE OPENS AND MAINTAINED IF TEMPORARY CULVERT IS INSTALLED INSTALL TO EXTING GRADE TO ALLOW WATER TO FLOW ** REMOVE ALL CONSTRUCTION DEBRIS FROM THE ROAD SIDE SWALE (ROW) ** REMOVE PORT-A-JOHN FROM EDGE OF ROAD / ROW PUT ONTO SITE ** BUILDER ALSO INDICATED HE WILL BE REPAIRING THE SWALE ON THE TURN ACROSS FROM 20 BIG DIPPER LN AS HIS DELIVERY TRUCKS AND CONSTRUCTION VEHICLES HAD DAMAGED THE ROW ** SEE ATTACHED PHOTOS ** FOLLOW UP INSPECTION ON 12/27/23 ____________________________________________________________________________________________________________________ 12/6/2023 - PREVIOUS INSPECTION NOTES rjg. Major damage to the swales by concrete and other trucks from this new build. Reported by house 19 who was a witness to the damage. Major damage to swales to be repaired by INB homes from this construction project. Per Frankie with INB, this will be fixed after Monday 12/11. Last big truck to deliver. Drainage insepction scheduled for 12/22/23 to make sure the rutts were repaired.
ROW- PROJECT STATUS	12/20/2023	APPROVED	RGROSS
Note: rjg. 12/6/23. Builders large trucks destroyed the swale across from 20 Big Dipper. Frankie agreed to fix the swale damage after Monday 12.11.23 when his last big truck (trusses) were delivered. Please inspect that swale damage was repaired.
FOUND SURVEY APPROVED (OFFICE)	12/14/2023	APPROVED	TBAKER
TIE BEAM / LINTEL	12/07/2023	APPROVED	JSTEWART
ROW - DRAINAGE	12/06/2023	Disapproved - NO FEE	RGROSS
Note: rjg. Major damage to the swales by concrete and other trucks from this new build. Reported by house 19 who was a witness to the damage. Major damage to swales to be repaired by INB homes from this construction project. Per Frankie with INB, this will be fixed after Monday 12/11. Last big truck to deliver. Project status scheduled for 12/20.23 to check that repairs were made.
MONOLITHIC SLAB	11/30/2023	APPROVED	JSTEWART
Note: 11/29/2023 - PREVIOUS INSPECTION NOTES 11/29/23-No termite cert posted. R319.1 Address identification.......Each character shall be not less than 4 inches (102 mm) in height with a stroke width of not less than 0.5 inch (12.7 mm)n
MONOLITHIC SLAB	11/29/2023	Disapproved -FEE REQUIRED	JSTEWART
Note: 11/29/23-No termite cert posted. R319.1 Address identification.......Each character shall be not less than 4 inches (102 mm) in height with a stroke width of not less than 0.5 inch (12.7 mm)n
PLUMBING 1ST ROUGH UNDERGROUND	11/22/2023	APPROVED	MGIBSON
WATER METER INSTALLATION REQUEST	10/20/2023	APPROVED	CBOWERMASTER

Review History

Department	Status	Date In	Date Out
MECH	COMPLETE	04/04/2024	04/08/2024
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
MECH	COMPLETE	01/29/2024	01/30/2024
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
BLD	COMPLETE	01/24/2024	01/25/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ZON	COMPLETE	12/14/2023	12/14/2023
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
ENGIN1	COMPLETE	12/14/2023	12/14/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
BLD	COMPLETE	12/07/2023	12/12/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
BADMIN	INFORMATION	11/09/2023	11/09/2023
Note: Marked INFORMATION By: SCOTT THOMAS - (386)986-3780 - STHOMAS@PALMCOASTGOV.COM FOUNDATION SURVEY NOT SUBMITTED
ENGIN1	HOLD	11/09/2023	11/14/2023
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	11/09/2023	11/09/2023
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
MECH	COMPLETE	08/01/2023	08/02/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
SWALE	COMPLETE	07/26/2023	09/12/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
BLD	COMPLETE	07/25/2023	07/26/2023
Note: Released By: JPI
CUSVC	COMPLETE	07/25/2023	07/26/2023
Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM
ELEC	COMPLETE	07/25/2023	07/27/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ENGIN1	COMPLETE	07/25/2023	07/26/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
GAS	CANCEL	07/25/2023	07/26/2023
LOCATE	COMPLETE	07/25/2023	07/26/2023
Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM
MECH	HOLD	07/25/2023	07/26/2023
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM 1. Design location on heatload needs to be Daytona Beach 2. 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
SW1	COMPLETE	07/25/2023	07/31/2023
Note: Released By: ROBERT GROSS - (386)986-4769 - RGROSS@PALMCOASTGOV.COM
ZON	COMPLETE	07/25/2023	07/27/2023
Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM
BADMIN	COMPLETE	07/25/2023	07/27/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM

Fees & Payments

(Permit is not ready for pickup until the permit has been processed and fees appear)

Description	Amount Due	Date Paid
SW ENG REINSPECTION 20	¤20.00	04/17/2024
SW ENG REINSPECTION 20	¤20.00	04/17/2024
REINSPECTION RESIDENTIAL	¤40.00	04/16/2024
SW ENG REINSPECTION 20	¤20.00	04/15/2024
REINSPECTION RESIDENTIAL	¤40.00	04/12/2024
REINSPECTION RESIDENTIAL	¤40.00	04/12/2024
CONTRACTOR CHANGE	¤20.00	04/12/2024
CONTRACTOR CHANGE	¤20.00	04/12/2024
SW ENG - INSPECTION 20	¤20.00	04/12/2024
SW ENG - INSPECTION 20	¤20.00	04/12/2024
SW ENG - INSPECTION 20	¤20.00	04/12/2024
SW ENG - INSPECTION 20	¤20.00	04/12/2024
SW ENG - INSPECTION 20	¤20.00	04/12/2024
PLAN REVIEW - REVISION	¤32.50	04/12/2024
PLAN REVIEW - REVISION	¤32.50	04/12/2024
SW ENG REINSPECTION 20	¤20.00	04/12/2024
SW ENG INSPECTION 80	¤80.00	10/02/2023
SW ENG PRE APRON	¤30.00	10/02/2023
FIRE IMPACT FEE ADMIN	¤12.62	10/02/2023
FIRE IMPACT FEE ADMIN	(¤12.62)	10/02/2023
FC IMPACT FEE EMS	¤62.00	10/02/2023
IMPACT FEE FIRE	¤420.52	10/02/2023
FC IMPACT FEE LAW ENFORCEMENT	¤218.00	10/02/2023
FC IMPACT FEE LIBRARY	¤268.00	10/02/2023
IMPACT FEE PARKS	¤1,769.15	10/02/2023
IMPACT FEE SCHOOL	¤5,450.00	10/02/2023
IMPACT FEE TRANSPORTATION	¤1,812.00	10/02/2023
WATER -IRRIGATION INSPECTION	¤25.00	10/02/2023
PARKS IMPACT FEE ADMIN	¤53.07	10/02/2023
PARKS IMPACT FEE ADMIN	(¤53.07)	10/02/2023
SURCHARGE FS 533.721	¤4.10	10/02/2023
SURCHARGE - FS 468.631	¤6.16	10/02/2023
SW ENG - FOUNDATION SURVEY	¤20.00	10/02/2023
CONNECTION FEES	¤1,166.26	10/02/2023
WATER- TURN ON	¤25.00	10/02/2023
ADJUSTMENT 50%	(¤410.36)	10/02/2023
ADMINISTRATIVE RESIDENTIAL	¤30.00	10/02/2023
INSPECTION - RESIDENTIAL	¤616.00	10/02/2023
PLAN REVIEW - RESIDENTIAL	¤174.72	10/02/2023
SW ENG - REVIEW 20	¤20.00	10/02/2023
SW ENG RES REVIEW 200	¤200.00	10/02/2023
TRANS IMPACT FEE ADMIN	¤54.36	10/02/2023
TRANS IMPACT FEE ADMIN	(¤54.36)	10/02/2023
SEWER CREDIT	(¤2,065.50)	10/02/2023
SEWER INSPECTION	¤25.00	10/02/2023
SEWER CAPITAL FACILITY	¤5,344.82	10/02/2023
WATER CREDIT	(¤400.24)	10/02/2023
WATER CAPITAL FACILITY FEE	¤3,923.88	10/02/2023
SITE PLAN 30	¤30.00	10/02/2023
Fees	Total Due: ¤0.00	Total Paid: ¤19,249.51