Status: COED

Parcel Id: 07-11-31-7063-00020-0110

GARAGE: 287 sqft

GARAGE: 263 sqft

OPENED PORCH (WITH ROOF) : 147 sqft

OPENED PORCH (WITH ROOF) : 147 sqft

CONDITIONED SPACE: 1194 sqft

CONDITIONED SPACE: 1198 sqft

OPENED PORCH (WITH ROOF) : 33 sqft

OPENED PORCH (WITH ROOF) : 36 sqft

Total Square Footage: 3305 sqft

Block: 00020

Subdivision: 2174 - SECTION 63-ZEBULAHS TRAIL

Job Phone: 386-283-2035

Location Address: 1 ZOELLER CT

Type: DU - DUPLEX

Issue Date: 06/13/2023

NOC: RECORDED

Applicant name: OLEG BELINSKIY

Owner: YEMELYANOV ALEXANDER M & ALLA A H&W

Address 208 HOOKS MILL ROAD AMERICUS, GA 31709

Lot: 0110

Contracted Stated Job Value: ¤350,000.00

Job Description: DUPLEX

Type: CN

Contractor

FLORIDAS BEST BUILDERS INC

Status	Location Address	State License Number	Phone
ACTIVE	19 PINE CIRCLE DRIVE PALM COAST, FL 32164	CBC1264760 (Exp: 08/31/2026)	386-283-2035

Sub Contractors

OLEG BELINSKIY

Status	Location Address	State License Number	Phone
ACTIVE	19 PINE CIRCLE DRIVE19 PALM COAST, FL 32167	CCC1325974 (Exp: 08/31/2026)	386-263-7906

JUAN CARLOS GONZALEZ

Status	Location Address	State License Number
ACTIVE	1328 COUNTY ROAD 308 CRESCENT CITY, FL 32112	RF11067806 (Exp: 08/31/2027)

FERNANDO MEZA SR

Status	Location Address	State License Number	Phone
ACTIVE	457 CHELSEA PLACE AVE ORMOND BEACH, FL 32174	EC13003906 (Exp: 08/31/2026)	386-241-5211

TIMUR ISPARYAN

Status	Location Address	State License Number	Phone	Fax
ACTIVE	3665 SPRINK PARK ROAD JACKSONVILLE , FL 32207	CMC1249968 (Exp: 08/31/2026)	904-245-1818	904-337-1910

Inspection History

Type	Request Date	Result	Inspector
ROW - FINAL INSPECTION	07/19/2024	APPROVED	PFLANAGAN
Note: CORRECTIONS MADE ---------------------------------------------------------------------- 7/10/2024 - PREVIOUS INSPECTION NOTES 7/10/24 AS STATED IN THE NOTES ON YOUR AFTERPOUR INSPECTION AS NOTED THAT YOU NEED TO GLUE DOWN YOUR PAVERS ON BOTH DRIVEWAY APRON CORNERS WHERE THE OUTER PAVERS MEET THE ROAD THEY ARE LOOSE AND NEED TO BE GLUED DOWN. PREVIOUS INSPECTOR INDICATED YOU NEED TO MOW THE YARD SO WE CAN DETERMINE IF FINAL GRADE DRAINAGE WILL WORK. PLEASE MAKE CORRECTIONS. I WILL NOT FEE YOU FOR THIS INSPECTION AS I WAS ALREADY HERE FOR YOUR AFTERPOUR INSPECTION. THANK YOU. ________________________________________________________________________________________________________________________ 6/20/2024 - PREVIOUS INSPECTION NOTES TALKED WITH ALEX ABOUT WHAT NEEDS TO BE DONE ON SITE BEFORE PASSING AFTER POUR AND ROW FINAL.
BLD - BUILDING FINAL	07/18/2024	FINAL APPROVED	BTAYLOR
Note: 7/11/2024 - PREVIOUS INSPECTION NOTES Key provided do not work in dead bolt on front door. HOUSE IS UNLOCKED. M1305.1.1 Air handler must have at least 3" working space on each side, back, and above. No energy calcs on site 7/10/2024 - PREVIOUS INSPECTION NOTES 7/10/24: Code listed in applicant notes is not working at either unit. Possible dead batteries per the use instructions under cover because there is no backlight. House locked up tight. 6/20/2024 - PREVIOUS INSPECTION NOTES 6/20/24: Both Units: 1). Energy calcs do not match installed units. 2). Missing insulation certificate in attic or on-site. Also, there are no visible measuring sticks in the attic area over house area and the insulation does not appear deep enough to meet R38 as required on energy calcs. (insulation is under 6" thick). 3). Meter boxes/panels need to be labeled with Unit identification. NEC 408.4 4). Main breakers need to be labeled as required. NEC 408.4 (A) (2020) (A) Circuit Directory or Circuit Identification. Every circuit and circuit modification shall be legibly identified as to its clear, evident and specific purpose or use. The identification shall include an approved degree of detail that allows each circuit to be distinguished from all others. Spare positions ********] 5). Garage door buck anchors are cut and not replaced as required on plan. 6. No addresses on house (no mailbox installed).
BLD - BUILDING FINAL	07/11/2024	Disapproved - NO FEE	KSANDOE
Note: Key provided do not work in dead bolt on front door. HOUSE IS UNLOCKED. M1305.1.1 Air handler must have at least 3" working space on each side, back, and above. No energy calcs on site 7/10/2024 - PREVIOUS INSPECTION NOTES 7/10/24: Code listed in applicant notes is not working at either unit. Possible dead batteries per the use instructions under cover because there is no backlight. House locked up tight. 6/20/2024 - PREVIOUS INSPECTION NOTES 6/20/24: Both Units: 1). Energy calcs do not match installed units. 2). Missing insulation certificate in attic or on-site. Also, there are no visible measuring sticks in the attic area over house area and the insulation does not appear deep enough to meet R38 as required on energy calcs. (insulation is under 6" thick). 3). Meter boxes/panels need to be labeled with Unit identification. NEC 408.4 4). Main breakers need to be labeled as required. NEC 408.4 (A) (2020) (A) Circuit Directory or Circuit Identification. Every circuit and circuit modification shall be legibly identified as to its clear, evident and specific purpose or use. The identification shall include an approved degree of detail that allows each circuit to be distinguished from all others. Spare positions ********] 5). Garage door buck anchors are cut and not replaced as required on plan. 6. No addresses on house (no mailbox installed).
BLD - BUILDING FINAL	07/10/2024	Disapproved -FEE REQUIRED	RSIMS
Note: 7/10/24: Code listed in applicant notes is not working at either unit. Possible dead batteries per the use instructions under cover because there is no backlight. House locked up tight. 6/20/2024 - PREVIOUS INSPECTION NOTES 6/20/24: Both Units: 1). Energy calcs do not match installed units. 2). Missing insulation certificate in attic or on-site. Also, there are no visible measuring sticks in the attic area over house area and the insulation does not appear deep enough to meet R38 as required on energy calcs. (insulation is under 6" thick). 3). Meter boxes/panels need to be labeled with Unit identification. NEC 408.4 4). Main breakers need to be labeled as required. NEC 408.4 (A) (2020) (A) Circuit Directory or Circuit Identification. Every circuit and circuit modification shall be legibly identified as to its clear, evident and specific purpose or use. The identification shall include an approved degree of detail that allows each circuit to be distinguished from all others. Spare positions ********] 5). Garage door buck anchors are cut and not replaced as required on plan. 6. No addresses on house (no mailbox installed).
ROW - FINAL INSPECTION	07/10/2024	Disapproved - NO FEE	FSLADISH
Note: 7/10/24 AS STATED IN THE NOTES ON YOUR AFTERPOUR INSPECTION AS NOTED THAT YOU NEED TO GLUE DOWN YOUR PAVERS ON BOTH DRIVEWAY APRON CORNERS WHERE THE OUTER PAVERS MEET THE ROAD THEY ARE LOOSE AND NEED TO BE GLUED DOWN. PREVIOUS INSPECTOR INDICATED YOU NEED TO MOW THE YARD SO WE CAN DETERMINE IF FINAL GRADE DRAINAGE WILL WORK. PLEASE MAKE CORRECTIONS. I WILL NOT FEE YOU FOR THIS INSPECTION AS I WAS ALREADY HERE FOR YOUR AFTERPOUR INSPECTION. THANK YOU. ________________________________________________________________________________________________________________________ 6/20/2024 - PREVIOUS INSPECTION NOTES TALKED WITH ALEX ABOUT WHAT NEEDS TO BE DONE ON SITE BEFORE PASSING AFTER POUR AND ROW FINAL.
ROW - FINAL APRON (AFTER POUR)	07/10/2024	APPROVED - AS NOTED	FSLADISH
Note: 7/10/24 I AM GOING TO APPROVE YOUR FINAL APRON AS NOTED THAT YOU NEED TO GLUE DOWN YOUR PAVERS ON BOTH DRIVEWAYS WHERE THE OUTER PAVERS MEET THE ROAD THEY ARE LOOSE AND NEED TO BE GLUED DOWN. I WILL HOLD YOU AT THE ROW FINAL UNTIL THIS IS ADDRESSED. 6/20/2024 - PREVIOUS INSPECTION NOTES TALKED WITH ALEX ABOUT WHAT NEEDS TO BE DONE ON SITE BEFORE PASSING AFTER POUR AND ROW FINAL. ---------------------------------------------------------------------------------------- NOTE TO INSPECTOR THAT THE DRIVEWAY ON ZONAL GERANIUM DRIVE IS TO FAR INTO THE ROAD NEED THEM TO REMOVE SO THE DRIVEWAY STOP AT EDGE OF PAVEMENT.
ROW - FINAL APRON (AFTER POUR)	06/20/2024	CANCELLED BY APPLICANT	PFLANAGAN
Note: TALKED WITH ALEX ABOUT WHAT NEEDS TO BE DONE ON SITE BEFORE PASSING AFTER POUR AND ROW FINAL. ---------------------------------------------------------------------------------------- NOTE TO INSPECTOR THAT THE DRIVEWAY ON ZONAL GERANIUM DRIVE IS TO FAR INTO THE ROAD NEED THEM TO REMOVE SO THE DRIVEWAY STOP AT EDGE OF PAVEMENT.
ROW - FINAL INSPECTION	06/20/2024	CANCELLED BY APPLICANT	PFLANAGAN
Note: TALKED WITH ALEX ABOUT WHAT NEEDS TO BE DONE ON SITE BEFORE PASSING AFTER POUR AND ROW FINAL.
U -UTILITY RESIDENTIAL FINAL	06/20/2024	FINAL APPROVED	BWRIGHT
BLD - BUILDING FINAL	06/20/2024	Disapproved -FEE REQUIRED	RSIMS
Note: 6/20/24: Both Units: 1). Energy calcs do not match installed units. 2). Missing insulation certificate in attic or on-site. Also, there are no visible measuring sticks in the attic area over house area and the insulation does not appear deep enough to meet R38 as required on energy calcs. (insulation is under 6" thick). 3). Meter boxes/panels need to be labeled with Unit identification. NEC 408.4 4). Main breakers need to be labeled as required. NEC 408.4 (A) (2020) (A) Circuit Directory or Circuit Identification. Every circuit and circuit modification shall be legibly identified as to its clear, evident and specific purpose or use. The identification shall include an approved degree of detail that allows each circuit to be distinguished from all others. Spare positions ********] 5). Garage door buck anchors are cut and not replaced as required on plan. 6. No addresses on house (no mailbox installed).
ROW- FINAL SURVEY/GRADING CERTIFICATION	06/18/2024	APPROVED - AS NOTED	PFLANAGAN
Note: WALKED PROPERTY AND THE SWALE ALONG ZONAL GERANIUM DRIVE IS OK PASSING AS NOTED THAT IT WORKS --------------------------------------------------------------------- 5/20/2024 - PREVIOUS INSPECTION NOTES 5/20/24 YOUR SURVEY SHOWS THAT ON THE LEFT SIDE FRONT ROADSIDE SWALE ON ZONAL GERANIUM IS SHOWING 21.90 COMING OUT OF THE CULVERT PIPE GOING UP TO A 22.60 UPHILL 7 TENTHS AGAINST THE CORRECT SWALE DIAGRAM FLOW. WATER WILL POOL HERE AND NOT HAVE POSITIVE DRAINAGE TO 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" 5 Roadside swale. Sec.300.01 C4 Sec.300.01 C4 The City of Palm Coast swale profile drawings are in this Manual.
ROW FIELD SURVEY /GRADING CERTIFICATION	06/18/2024	APPROVED	PFLANAGAN
Note: At the time of the inspection all minimum city requirements were met. It is the builders and the homowners responsibility to ensure that nothing changes after this Inspection is approved. It will not be on the city if any changes after this inspection.
ROW- FINAL SURVEY/GRADING CERTIFICATION	05/20/2024	Disapproved - NO FEE	FSLADISH
Note: 5/20/24 YOUR SURVEY SHOWS THAT ON THE LEFT SIDE FRONT ROADSIDE SWALE ON ZONAL GERANIUM IS SHOWING 21.90 COMING OUT OF THE CULVERT PIPE GOING UP TO A 22.60 UPHILL 7 TENTHS AGAINST THE CORRECT SWALE DIAGRAM FLOW. WATER WILL POOL HERE AND NOT HAVE POSITIVE DRAINAGE TO 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" 5 Roadside swale. Sec.300.01 C4 Sec.300.01 C4 The City of Palm Coast swale profile drawings are in this Manual.
ROW- PRE-APRON (PRE-POUR)	04/18/2024	APPROVED	TPOLACEK
Note: 04/18/24 READY FOR PAVERS. AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER THE INSPECTOR NOR THE CITY IS RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED.
ROW- PAVER RESTRAINTS	04/09/2024	APPROVED	TPOLACEK
Note: AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET.NIETHER THE INSPECTOR NOR THE CITY IS RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED ----------Inspector Notes from Inspection 9270 04/09/24 MAKE SURE YOU HAVE 2-3" OF CONCRETE OVER THE PIPE, 5" THROUGHOUT THE ENTIRE POUR AREA, AND INSTALL A FACE BOARD AT ROAD EDGE 8' FROM CENTER OF CULVERT ENDS. I WILL APPROVE THIS AS NOTED SO YOU CAN MOVE FORWARD. YOU WILL NEED TO HAVE A PAVER RESTRAINT INSPECTION AFTER CONCRETE IS POURED AND PAVER BASE IS COMPACTED BEFORE LAYING ANY PAVERS. NEED TO CALL FOR A NEW INSPECTION WHEN YOU INSTALL THE SUB BASE OR PAVER BASE SAND, AND COMPACTION IS DONE BASE CAN NO LONGER BE ON SITE IN A PILE. BASE MUST BE SPREAD AND COMPACTED FOR THE SECOND PART OF A PRE-POUR FOR PAVER’S TO BE APPROVED --------------------------------------------------------------------------------------------------------------------------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. 4/5/2024 - PREVIOUS INSPECTION NOTES 04/05/24 THE RIGHT SIDE OF THE CULVERT ON THE LEFT SIDE OF THE HOME IS CRUSHED AND CANNOT BE USED. PLEASE MAKE CONTACT WITH INSPECTOR TOM AT 386-346-8986 FOR OPTIONS. I WAS ABLE TO HAVE THE CITY SURVEY CREW CONFIRM THE BENCHMARK ON THE POLE. ONCE THE PIPE ISSUE IS CORRECTED YOU CAN SUBMIT FOR THE PRE POUR INSPECTION. 04/03/24 this inspection was approved inadvertently due to a glitch in th epermit route. as you can see in the other inspection result you need to reestablish the benchmark, driveway pour needs to have 5" of concrete for proper base, and double check invert elevations. ----------------- 4/3/2024 1:13:11 PM- PREVIOUS INSPECTION NOTES 04/03/24 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. ---------------------------------------------------------------------------------------------- 4/1/2024 - PREVIOUS INSPECTION NOTES 04/01/24 PAVER DRIVEWAY REQUIRES PAVER RESTRAINTS FORMED ALONG BOTH SIDES OF DRIVEWAY. DETAIL IS ATTACHED IN PHOTOS --------------------------------------------------------------------------------------------------------------- 3/25/2024 - PREVIOUS INSPECTION NOTES 03/25/24 YOU MUST DESIGNATE ON WHAT PAVER DETAIL YOU ARE GOING TO USE. EITHER 300.G OR 300.H. YOU MUST HAVE PAVER RESTRAINTS DUG OUT AND READY AT TIME OF PRE-POUR INSPECTION SO INSPECTOR CAN CHECK PIPE ELEVATIONS AND CORRECT DEPTH OF RESTRAINTS BEFORE POURING CONCRETE. AFTER THAT YOU WILL NEED A PAVER RETRAINT INSPECTION BEFORE LAYING ANY PAVERS. PLEASE SEE ATTACHED DETAILS OF THE TWO. THIS SITE IS NOT READY FOR INSPECTION AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET.NIETHER THE INSPECTOR NOR THE CITY IS RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED
ROW- PRE-APRON (PRE-POUR)	04/09/2024	APPROVED - AS NOTED	TPOLACEK
Note: 04/09/24 MAKE SURE YOU HAVE 2-3" OF CONCRETE OVER THE PIPE, 5" THROUGHOUT THE ENTIRE POUR AREA, AND INSTALL A FACE BOARD AT ROAD EDGE 8' FROM CENTER OF CULVERT ENDS. I WILL APPROVE THIS AS NOTED SO YOU CAN MOVE FORWARD. YOU WILL NEED TO HAVE A PAVER RESTRAINT INSPECTION AFTER CONCRETE IS POURED AND PAVER BASE IS COMPACTED BEFORE LAYING ANY PAVERS. NEED TO CALL FOR A NEW INSPECTION WHEN YOU INSTALL THE SUB BASE OR PAVER BASE SAND, AND COMPACTION IS DONE BASE CAN NO LONGER BE ON SITE IN A PILE. BASE MUST BE SPREAD AND COMPACTED FOR THE SECOND PART OF A PRE-POUR FOR PAVER’S TO BE APPROVED --------------------------------------------------------------------------------------------------------------------------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. 4/5/2024 - PREVIOUS INSPECTION NOTES 04/05/24 THE RIGHT SIDE OF THE CULVERT ON THE LEFT SIDE OF THE HOME IS CRUSHED AND CANNOT BE USED. PLEASE MAKE CONTACT WITH INSPECTOR TOM AT 386-346-8986 FOR OPTIONS. I WAS ABLE TO HAVE THE CITY SURVEY CREW CONFIRM THE BENCHMARK ON THE POLE. ONCE THE PIPE ISSUE IS CORRECTED YOU CAN SUBMIT FOR THE PRE POUR INSPECTION. 04/03/24 this inspection was approved inadvertently due to a glitch in th epermit route. as you can see in the other inspection result you need to reestablish the benchmark, driveway pour needs to have 5" of concrete for proper base, and double check invert elevations. ----------------- 4/3/2024 1:13:11 PM- PREVIOUS INSPECTION NOTES 04/03/24 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. ---------------------------------------------------------------------------------------------- 4/1/2024 - PREVIOUS INSPECTION NOTES 04/01/24 PAVER DRIVEWAY REQUIRES PAVER RESTRAINTS FORMED ALONG BOTH SIDES OF DRIVEWAY. DETAIL IS ATTACHED IN PHOTOS --------------------------------------------------------------------------------------------------------------- 3/25/2024 - PREVIOUS INSPECTION NOTES 03/25/24 YOU MUST DESIGNATE ON WHAT PAVER DETAIL YOU ARE GOING TO USE. EITHER 300.G OR 300.H. YOU MUST HAVE PAVER RESTRAINTS DUG OUT AND READY AT TIME OF PRE-POUR INSPECTION SO INSPECTOR CAN CHECK PIPE ELEVATIONS AND CORRECT DEPTH OF RESTRAINTS BEFORE POURING CONCRETE. AFTER THAT YOU WILL NEED A PAVER RETRAINT INSPECTION BEFORE LAYING ANY PAVERS. PLEASE SEE ATTACHED DETAILS OF THE TWO. THIS SITE IS NOT READY FOR INSPECTION
ROW- PRE-APRON (PRE-POUR)	04/05/2024	Disapproved - NO FEE	TPOLACEK
Note: 04/05/24 THE RIGHT SIDE OF THE CULVERT ON THE LEFT SIDE OF THE HOME IS CRUSHED AND CANNOT BE USED. PLEASE MAKE CONTACT WITH INSPECTOR TOM AT 386-346-8986 FOR OPTIONS. I WAS ABLE TO HAVE THE CITY SURVEY CREW CONFIRM THE BENCHMARK ON THE POLE. ONCE THE PIPE ISSUE IS CORRECTED YOU CAN SUBMIT FOR THE PRE POUR INSPECTION. 04/03/24 this inspection was approved inadvertently due to a glitch in th epermit route. as you can see in the other inspection result you need to reestablish the benchmark, driveway pour needs to have 5" of concrete for proper base, and double check invert elevations. ----------------- 4/3/2024 1:13:11 PM- PREVIOUS INSPECTION NOTES 04/03/24 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. ---------------------------------------------------------------------------------------------- 4/1/2024 - PREVIOUS INSPECTION NOTES 04/01/24 PAVER DRIVEWAY REQUIRES PAVER RESTRAINTS FORMED ALONG BOTH SIDES OF DRIVEWAY. DETAIL IS ATTACHED IN PHOTOS --------------------------------------------------------------------------------------------------------------- 3/25/2024 - PREVIOUS INSPECTION NOTES 03/25/24 YOU MUST DESIGNATE ON WHAT PAVER DETAIL YOU ARE GOING TO USE. EITHER 300.G OR 300.H. YOU MUST HAVE PAVER RESTRAINTS DUG OUT AND READY AT TIME OF PRE-POUR INSPECTION SO INSPECTOR CAN CHECK PIPE ELEVATIONS AND CORRECT DEPTH OF RESTRAINTS BEFORE POURING CONCRETE. AFTER THAT YOU WILL NEED A PAVER RETRAINT INSPECTION BEFORE LAYING ANY PAVERS. PLEASE SEE ATTACHED DETAILS OF THE TWO. THIS SITE IS NOT READY FOR INSPECTION
ROW- PRE-APRON (PRE-POUR)	04/03/2024	Disapproved - NO FEE	TPOLACEK
Note: 04/03/24 NEED TO REESTABLISH BENCH MARK THERE ARE 2 NAILS IN THE POLE. NEED TO HAVE A MINIMUM OF 5" OF CONCRETE THROUGHOUT THE POOUR AREA ---------------------------------------------------------------------------------------------- 4/1/2024 - PREVIOUS INSPECTION NOTES 04/01/24 PAVER DRIVEWAY REQUIRES PAVER RESTRAINTS FORMED ALONG BOTH SIDES OF DRIVEWAY. DETAIL IS ATTACHED IN PHOTOS --------------------------------------------------------------------------------------------------------------- 3/25/2024 - PREVIOUS INSPECTION NOTES 03/25/24 YOU MUST DESIGNATE ON WHAT PAVER DETAIL YOU ARE GOING TO USE. EITHER 300.G OR 300.H. YOU MUST HAVE PAVER RESTRAINTS DUG OUT AND READY AT TIME OF PRE-POUR INSPECTION SO INSPECTOR CAN CHECK PIPE ELEVATIONS AND CORRECT DEPTH OF RESTRAINTS BEFORE POURING CONCRETE. AFTER THAT YOU WILL NEED A PAVER RETRAINT INSPECTION BEFORE LAYING ANY PAVERS. PLEASE SEE ATTACHED DETAILS OF THE TWO. THIS SITE IS NOT READY FOR INSPECTION
ROW- PRE-APRON (PRE-POUR)	04/01/2024	Disapproved -FEE REQUIRED	TPOLACEK
Note: 04/01/24 PAVER DRIVEWAY REQUIRES PAVER RESTRAINTS FORMED ALONG BOTH SIDES OF DRIVEWAY. DETAIL IS ATTACHED IN PHOTOS --------------------------------------------------------------------------------------------------------------- 3/25/2024 - PREVIOUS INSPECTION NOTES 03/25/24 YOU MUST DESIGNATE ON WHAT PAVER DETAIL YOU ARE GOING TO USE. EITHER 300.G OR 300.H. YOU MUST HAVE PAVER RESTRAINTS DUG OUT AND READY AT TIME OF PRE-POUR INSPECTION SO INSPECTOR CAN CHECK PIPE ELEVATIONS AND CORRECT DEPTH OF RESTRAINTS BEFORE POURING CONCRETE. AFTER THAT YOU WILL NEED A PAVER RETRAINT INSPECTION BEFORE LAYING ANY PAVERS. PLEASE SEE ATTACHED DETAILS OF THE TWO. THIS SITE IS NOT READY FOR INSPECTION
U-CROSS CONNECTION	03/25/2024	APPROVED	DHANEY
ROW- PRE-APRON (PRE-POUR)	03/25/2024	Disapproved -FEE REQUIRED	TPOLACEK
Note: 03/25/24 YOU MUST DESIGNATE ON WHAT PAVER DETAIL YOU ARE GOING TO USE. EITHER 300.G OR 300.H. YOU MUST HAVE PAVER RESTRAINTS DUG OUT AND READY AT TIME OF PRE-POUR INSPECTION SO INSPECTOR CAN CHECK PIPE ELEVATIONS AND CORRECT DEPTH OF RESTRAINTS BEFORE POURING CONCRETE. AFTER THAT YOU WILL NEED A PAVER RETRAINT INSPECTION BEFORE LAYING ANY PAVERS. PLEASE SEE ATTACHED DETAILS OF THE TWO. THIS SITE IS NOT READY FOR INSPECTION. MITERED END ON LEFT DRIVEWAY RIGHT SIDE HAS DAMAGE. THIS PIPE NEEDS REPAIR OR REPLACE BEFORE PRE POUR AS WELL
ELECTRIC - EARLY POWER	03/04/2024	APPROVED - AS NOTED	BTAYLOR
Note: 3-4-24 1. Emailed FPL at 10:45.
GRAVITY SEWER TEST	02/08/2024	APPROVED	MGIBSON
U - SEWER TIE IN	02/08/2024	APPROVED	MGIBSON
PEP TANK INSTALLATION REQUEST	01/22/2024	APPROVED	BVITALE
INSULATION	01/22/2024	APPROVED	BTAYLOR
ALL ROUGH	01/11/2024	APPROVED	BTAYLOR
Note: 1/8/2024 - PREVIOUS INSPECTION NOTES 1/8/24: TRUSS REPAIR IS STILL NOT COMPLETED AS REQUIRED. ORIGINALLY HIGHLIGHTED ON ENGINEER'S REPAIR DOCUMENT. 1/3/2024 - PREVIOUS INSPECTION NOTES 1/3/24: Unit A: Master suite windows are not operating properly but are now secured with the correct anchors. Unit B: Family room window is being repaired at the time of inspection. Truss repair is not completed as required. Nail requirement highlighted on revision. 12/5/2023 - PREVIOUS INSPECTION NOTES 12/5/23: Both Units: 1). Need linest installed through sleeve & sleeve sealed because it will not be visible at Building Final Inspection. 2). Family room windows are missing anchors on both jambs. 3). Need revision for different HVAC return layout than what is required on Energy Calcs. 4). SD/CM outside of the bedrooms needs to be moved closer to the bedrooms so that it meets the maximum distance requirement. (switch location with supply register). Unit A: * Need kitchen exhaust sealed better at roof deck. (daylight showing through). * Owners Suite: Window is missing anchors on both jambs. Unit B: * No water pressure * 5ft head pressure not holding. * Truss B04 has a damaged web splice from plumbing vent. Will need to be repaired per MiTek or per MiTek engineer's requirement. (Truss alterations - 302.4).
ALL ROUGH	01/08/2024	Disapproved -FEE REQUIRED	RSIMS
Note: 1/8/24: TRUSS REPAIR IS STILL NOT COMPLETED AS REQUIRED. ORIGINALLY HIGHLIGHTED ON ENGINEER'S REPAIR DOCUMENT. 1/3/2024 - PREVIOUS INSPECTION NOTES 1/3/24: Unit A: Master suite windows are not operating properly but are now secured with the correct anchors. Unit B: Family room window is being repaired at the time of inspection. Truss repair is not completed as required. Nail requirement highlighted on revision. 12/5/2023 - PREVIOUS INSPECTION NOTES 12/5/23: Both Units: 1). Need linest installed through sleeve & sleeve sealed because it will not be visible at Building Final Inspection. 2). Family room windows are missing anchors on both jambs. 3). Need revision for different HVAC return layout than what is required on Energy Calcs. 4). SD/CM outside of the bedrooms needs to be moved closer to the bedrooms so that it meets the maximum distance requirement. (switch location with supply register). Unit A: * Need kitchen exhaust sealed better at roof deck. (daylight showing through). * Owners Suite: Window is missing anchors on both jambs. Unit B: * No water pressure * 5ft head pressure not holding. * Truss B04 has a damaged web splice from plumbing vent. Will need to be repaired per MiTek or per MiTek engineer's requirement. (Truss alterations - 302.4).
ALL ROUGH	01/03/2024	Disapproved - NO FEE	RSIMS
Note: 1/3/24: Unit A: Master suite windows are not operating properly but are now secured with the correct anchors. Unit B: Family room window is being repaired at the time of inspection. Truss repair is not copmpleted as required. Nail requirement highlighted on revision. 12/5/2023 - PREVIOUS INSPECTION NOTES 12/5/23: Both Units: 1). Need linest installed through sleeve & sleeve sealed because it will not be visible at Building Final Inspection. 2). Family room windows are missing anchors on both jambs. 3). Need revision for different HVAC return layout than what is required on Energy Calcs. 4). SD/CM outside of the bedrooms needs to be moved closer to the bedrooms so that it meets the maximum distance requirement. (switch location with supply register). Unit A: * Need kitchen exhaust sealed better at roof deck. (daylight showing through). * Owners Suite: Window is missing anchors on both jambs. Unit B: * No water pressure * 5ft head pressure not holding. * Truss B04 has a damaged web splice from plumbing vent. Will need to be repaired per MiTek or per MiTek engineer's requirement. (Truss alterations - 302.4).
LATH/BRICK/ WATER BARRIER	01/03/2024	APPROVED	RSIMS
Note: 12/5/2023 - PREVIOUS INSPECTION NOTES 12/5/23: Cancelled by applicant verbally. Not Ready.
ALL ROUGH	12/05/2023	Disapproved -FEE REQUIRED	RSIMS
Note: 12/5/23: Both Units: 1). Need linest installed through sleeve & sleeve sealed because it will not be visible at Building Final Inspection. 2). Family room windows are missing anchors on both jambs. 3). Need revision for different HVAC return layout than what is required on Energy Calcs. 4). SD/CM outside of the bedrooms needs to be moved closer to the bedrooms so that it meets the maximum distance requirement. (switch location with supply register). Unit A: * Need kitchen exhaust sealed better at roof deck. (daylight showing through). * Owners Suite: Window is missing anchors on both jambs. Unit B: * No water pressure * 5ft head pressure not holding. * Truss B04 has a damaged web splice from plumbing vent. Will need to be repaired per MiTek or per MiTek engineer's requirement. (Truss alterations - 302.4).
LATH/BRICK/ WATER BARRIER	12/05/2023	CANCELLED BY APPLICANT	RSIMS
Note: 12/5/23: Cancelled by applicant verbally. Not Ready.
FIREWALL FINAL	11/15/2023	APPROVED	RSIMS
FIREWALL DRYWALL NAILING	11/13/2023	APPROVED	BTAYLOR
ROOF VALLEY & METAL	10/27/2023	APPROVED	RSIMS
Note: 10/4/2023 - PREVIOUS INSPECTION NOTES 10/4/23: Not Ready! Inspection Stopped. Underlayment incomplete.
ROOF SHEATHING / BRACES/TIES/DOWN CELL	10/13/2023	APPROVED	BTAYLOR
Note: 10/10/2023 - PREVIOUS INSPECTION NOTES 10/10/23: Walked with Superintendent to provide further detail on previously listed notes, etc. ** Builder still needs to submit revision for Firewall details (Note 1) & Truss repair (Note 3). 10/4/2023 - PREVIOUS INSPECTION NOTES 10/4/23: 1). No firewall details on plans - only U-263 listed. Need revision. 2). Truss 03 needs web cleaned off to check integrity. Marked on MiTek 3). Need revision for repaired truss 07. 4). Trusses 28 & 29 do not have vertical web bracing/engineering as required on MiTek. Lateral bracing on a single truss is not approved without a specific approval note/letter from engineer. 5). A unit: hole in roof sheathing needs to be repaired in garage at Truss J01.
ROOF SHEATHING / BRACES/TIES/DOWN CELL	10/10/2023	Disapproved - NO FEE	RSIMS
Note: 10/10/23: Walked with Superintendent to provide further detail on previously listed notes, etc. ** Builder still needs to submit revision for Firewall details (Note 1) & Truss repair (Note 3). 10/4/2023 - PREVIOUS INSPECTION NOTES 10/4/23: 1). No firewall details on plans - only U-263 listed. Need revision. 2). Truss 03 needs web cleaned off to check integrity. Marked on MiTek 3). Need revision for repaired truss 07. 4). Trusses 28 & 29 do not have vertical web bracing/engineering as required on MiTek. Lateral bracing on a single truss is not approved without a specific approval note/letter from engineer. 5). A unit: hole in roof sheathing needs to be repaired in garage at Truss J01.
ROOF VALLEY & METAL	10/04/2023	Disapproved -FEE REQUIRED	RSIMS
Note: 10/4/23: Not Ready! Inspection Stopped. Underlayment incomplete.
WALL SHEATHING	10/04/2023	APPROVED	RSIMS
ROOF SHEATHING / BRACES/TIES/DOWN CELL	10/04/2023	Disapproved - NO FEE	RSIMS
Note: 10/4/23: 1). No firewall details on plans - only U-263 listed. Need revision. 2). Truss 03 needs web cleaned off to check integrity. Marked on MiTek 3). Need revision for repaired truss 07. 4). Trusses 28 & 29 do not have vertical web bracing/engineering as required on MiTek. Lateral bracing on a single truss is not approved without a specific approval note/letter from engineer. 5). A unit: hole in roof sheathing needs to be repaired in garage at Truss J01.
TIE BEAM / LINTEL	09/12/2023	APPROVED	RSIMS
Note: 8/29/2023 - PREVIOUS INSPECTION NOTES 8/29/23: No approved plans in permit box or on site. (107.3.1) Revision for new foundation plan was rejected by the City. You will still need to update plans identifying which is Unit A and which is Unit B as noted during inspection 2250 on 8/8/23. Please have portable toilet moved out of swale area & onto site so that water flow through the swale is not impeded. Please clear overgrowth around property & have a clear path to the permit box.
TIE BEAM / LINTEL	08/29/2023	Disapproved -FEE REQUIRED	RSIMS
Note: 8/29/23: No approved plans in permit box or on site. (107.3.1) Revision for new foundation plan was rejected by the City. You will still need to update plans identifying which is Unit A and which is Unit B as noted during inspection 2250 on 8/8/23. Please have portable toilet moved out of swale area & onto site so that water flow through the swale is not impeded. Please clear overgrowth around property & have a clear path to the permit box.
FOUND SURVEY APPROVED (OFFICE)	08/18/2023	APPROVED	TBAKER
MONOLITHIC SLAB	08/10/2023	APPROVED	BTAYLOR
Note: 8/8/2023 - PREVIOUS INSPECTION NOTES 8/8/23: Need revision submitted to & approved by the city to identify on the plans which unit is A and which is Unit B. Also, need pile of trash on site cleaned up and placed in dumpster for disposal before next inspection. 1). Incomplete plans in the box for inspection. Page 5 of the stamped approved plans is destroyed. 2). Cave in on left side of garage between the corner dowel & the 1st dowel rebar. 3). Left unit (facing) Lanai - dirt cave in at 2 areas. 4). Both Units missing sleeve for PVC drain going through footer at Lanai. 5). No address listed on site as required by FBC 319.1/501.2.
MONOLITHIC SLAB	08/08/2023	Disapproved -FEE REQUIRED	RSIMS
Note: 8/8/23: Need revision submitted to & approved by the city to identify on the plans which unit is A and which is Unit B. Also, need pile of trash on site cleaned up and placed in dumpster for disposal before next inspection. 1). Incomplete plans in the box for inspection. Page 5 of the stamped approved plans is destroyed. 2). Cave in on left side of garage between the corner dowel & the 1st dowel rebar. 3). Left unit (facing) Lanai - dirt cave in at 2 areas. 4). Both Units missing sleeve for PVC drain going through footer at Lanai. 5). No address listed on site as required by FBC 319.1/501.2.
PLUMBING 1ST ROUGH UNDERGROUND	08/02/2023	APPROVED	MGIBSON
WATER METER INSTALLATION REQUEST	06/29/2023	APPROVED	CSTONE

Review History

Department	Status	Date In	Date Out
BADMIN	INFORMATION	04/26/2024	04/26/2024
Note: Marked INFORMATION By: BARBIE BEMBRY - (386)986-3780 - BUILDINGDIVISION@PALMCOASTGOV.COM NOC is not a recorded copy.
ZON	COMPLETE	03/18/2024	03/19/2024
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
ZON	COMPLETE	03/13/2024	03/13/2024
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
ZON	HOLD	03/13/2024	03/13/2024
Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Please come pick up the agreement and have notary fix their stamp. It is not clear and the clerks office will kick it back.
ZON	HOLD	03/12/2024	03/12/2024
Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Please turn in the original right of way agreement
ENGIN1	COMPLETE	02/23/2024	02/23/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
SW1	COMPLETE	02/23/2024	03/04/2024
Note: Released By: JEFF CREWS - - JCREWS@PALMCOASTGOV.COM
ZON	HOLD	02/23/2024	02/23/2024
Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Please provide a right of way agreement for paver driveway signed by all owners on deed and notarized.Once electronic copy is approved we will ask for the original to be dropped off
MECH	COMPLETE	12/21/2023	01/02/2024
Note: Released By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@PALMCOASTGOV.COM
BLD	COMPLETE	12/12/2023	12/15/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
BLD	COMPLETE	12/01/2023	12/04/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
MECH	COMPLETE	10/30/2023	10/31/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
BLD	COMPLETE	10/10/2023	10/12/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
BLD	COMPLETE	10/09/2023	10/10/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
BLD	COMPLETE	09/29/2023	10/03/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
BLD	COMPLETE	09/01/2023	09/11/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
ELEC	COMPLETE	09/01/2023	09/08/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
MECH	COMPLETE	09/01/2023	09/05/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
BADMIN	INFORMATION	08/28/2023	08/28/2023
Note: Marked INFORMATION By: BARBIE BEMBRY - (386)986-3780 - BUILDINGDIVISION@PALMCOASTGOV.COM Documents/Files named incorrectly o Please rename your files in accordance with the naming convention outlined in our ‘document requirements’ located on the permit portal page http://docs.palmcoastgov.com/departments/building/online/document-requirements.pdf o It is important that all submittals follow the guidelines for efficient plan review and record retention accuracy. o You may add to your file name AFTER the above naming convention has been met. Examples Document type: Plans File name : Plans Document type: Foundation Survey File name: Foundation Survey Document type: Manufactures Specifications File Name: Pool Alarm Document type: Manufactures Specifications File Name: Generator
BLD	COMPLETE	08/28/2023	08/31/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
BLD	COMPLETE	08/23/2023	08/28/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
ENGIN1	COMPLETE	08/18/2023	08/18/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	08/18/2023	08/18/2023
Note: Released By: LIBBY MUSGROVE - - LMUSGROVE@PALMCOASTGOV.COM
ELEC	COMPLETE	06/05/2023	06/08/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
ELEC	HOLD	06/01/2023	06/01/2023
Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. 4/0 copper is not rated for a 300 amp service. NEC 2017 Table 310.15(B)(16)
ENGIN1	COMPLETE	05/12/2023	05/12/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
SW1	COMPLETE	05/12/2023	05/15/2023
Note: Released By: GABRIEL BERTOLA - (386)986-7660 - GBERTOLA@PALMCOASTGOV.COM
ZON	COMPLETE	05/12/2023	05/12/2023
Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM
ZON	HOLD	05/05/2023	05/05/2023
Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Repeat comment: Please provide amatching Site Plan with the AC on it
MECH	COMPLETE	05/03/2023	05/03/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
ZON	HOLD	05/03/2023	05/03/2023
Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Site plan: please look at the walk way must not exceed 6 max please adjust plans accordingly. Please add A/C pad location on there. Please make these changes on site plan and landscape must match
SWALE	COMPLETE	04/26/2023	06/20/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
BLD	COMPLETE	04/25/2023	04/26/2023
Note: Released By: JPI
CUSVC	COMPLETE	04/25/2023	04/26/2023
Note: Released By: HALEIGH HAND - -
ELEC	HOLD	04/25/2023	04/27/2023
Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. Submit a duplex riser diagram. Must match whats going to be installed.
ENGIN1	COMPLETE	04/25/2023	04/26/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
GAS	CANCEL	04/25/2023	04/27/2023
LOCATE	COMPLETE	04/25/2023	04/28/2023
Note: Released By: CANDACE STONE - (386)986-2539 - CSTONE@PALMCOASTGOV.COM
MECH	HOLD	04/25/2023	04/27/2023
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Energy Calcs need to be signed by the owner/ owner agent below the preparer per R103.1.1.2 FBC Energy Conservation 2020 7Th edition
SW1	COMPLETE	04/25/2023	05/02/2023
Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM
ZON	HOLD	04/25/2023	04/26/2023
Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Landscape plan: Please provide the proposed sod type and irrigation note if required by Land Development Code. One tree for every 2500 square ft. All calculations are rounded to the nearest whole number. This property requires 5 trees. Site plan: please look at the walk way must not exceed 6 max please adjust plans accordingly. Please add A/C pad location on there.

Fees & Payments

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

Description	Amount Due	Date Paid
REINSPECTION RESIDENTIAL	¤40.00	07/11/2024
REINSPECTION RESIDENTIAL	¤40.00	06/21/2024
SW ENG REINSPECTION 30	¤30.00	04/08/2024
SW ENG REINSPECTION 30	¤30.00	04/08/2024
RECORDING FEE REIMBURSE DOC	¤44.00	03/19/2024
REINSPECTION RESIDENTIAL	¤40.00	01/10/2024
REINSPECTION RESIDENTIAL	¤40.00	12/13/2023
CONTRACTOR CHANGE	¤20.00	11/14/2023
PLAN REVIEW - REVISION	¤32.50	10/09/2023
PLAN REVIEW - REVISION	¤32.50	10/09/2023
REINSPECTION RESIDENTIAL	¤40.00	10/09/2023
REINSPECTION RESIDENTIAL	¤40.00	08/29/2023
REINSPECTION RESIDENTIAL	¤40.00	08/09/2023
CONNECTION FEES	¤2,332.52	06/13/2023
WATER- TURN ON	¤50.00	06/13/2023
ADJUSTMENT 50%	(¤632.75)	06/13/2023
ADMINISTRATIVE RESIDENTIAL	¤30.00	06/13/2023
INSPECTION - RESIDENTIAL	¤962.50	06/13/2023
PLAN REVIEW - RESIDENTIAL	¤273.00	06/13/2023
FIRE IMPACT FEE ADMIN	¤25.23	06/13/2023
FIRE IMPACT FEE ADMIN	(¤25.23)	06/13/2023
FC IMPACT FEE EMS	¤124.00	06/13/2023
IMPACT FEE FIRE	¤841.04	06/13/2023
FC IMPACT FEE LAW ENFORCEMENT	¤436.00	06/13/2023
FC IMPACT FEE LIBRARY	¤536.00	06/13/2023
IMPACT FEE PARKS	¤3,538.30	06/13/2023
IMPACT FEE SCHOOL	¤10,900.00	06/13/2023
IMPACT FEE TRANSPORTATION	¤2,812.00	06/13/2023
WATER -IRRIGATION INSPECTION	¤50.00	06/13/2023
PARKS IMPACT FEE ADMIN	¤106.15	06/13/2023
PARKS IMPACT FEE ADMIN	(¤106.15)	06/13/2023
SURCHARGE FS 533.721	¤6.33	06/13/2023
SURCHARGE - FS 468.631	¤9.49	06/13/2023
SW ENG - FOUNDATION SURVEY	¤20.00	06/13/2023
SW ENG INSPECTION 80	¤80.00	06/13/2023
SW ENG PRE APRON	¤30.00	06/13/2023
SW ENG - REVIEW 20	¤20.00	06/13/2023
SW ENG RES REVIEW 200	¤200.00	06/13/2023
TRANS IMPACT FEE ADMIN	¤84.36	06/13/2023
TRANS IMPACT FEE ADMIN	(¤84.36)	06/13/2023
SEWER INSPECTION	¤25.00	06/13/2023
SEWER CAPITAL FACILITY	¤10,689.64	06/13/2023
WATER CAPITAL FACILITY FEE	¤7,847.76	06/13/2023
SITE PLAN 30	¤30.00	06/13/2023
Fees	Total Due: ¤0.00	Total Paid: ¤41,679.83