Status: COED

Parcel Id: 07-11-31-7034-01320-0330

CONDITIONED SPACE: 1879 sqft

GARAGE: 729 sqft

OPENED PORCH (WITH ROOF) : 352 sqft

OPENED PORCH (WITH ROOF) : 100 sqft

Total Square Footage: 3060 sqft

Block: 01320

Subdivision: 2165 - SECTION 34-EASTHAMPTON

Job Phone: (386)931-0785

Location Address: 32 EDWARD DR

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 07/18/2022

NOC: RECORDED

Applicant name: ROY CHARLES WALDHAUER

Owner: FAY TAMI

Address 29 EDGELY LANE PALM COAST, FL 32164

Lot: 0330

Contracted Stated Job Value: ¤318,000.00

Job Description: SINGLE FAMILY RESIDENCE

Type: CN

Contractor

BY THE SHORE INC.

Status	Location Address	State License Number	Phone	Fax
ACTIVE	1600 N STATE STREET # 102 ,	CRC1327300 (Exp: 08/31/2026)	386-263-8272	386-263-8289

Sub Contractors

THOMAS A REGULA

Status	Location Address	State License Number	Phone	Fax
INACTIVE	11320 PHILLIPS PKWY DRIVE E JACKSONVILLE, FL 32256	CMC1250075 (Exp: 08/31/2026)	904-278-0339	904-278-0366

HEATH EDWARD SANFORD

Status	Location Address	State License Number	Phone	Fax
ACTIVE	1351 HAZELNUT ST BUNNELL, FL 32110	CFC1427527 (Exp: 08/31/2026)	386-445-2532	386-445-5575

DANIEL DAVID RUTKOWSKI III

Status	Location Address	State License Number	Phone	Fax
ACTIVE	1687 STATE AVENUE HOLLY HILL, FL 32117	CCC1328639 (Exp: 08/31/2026)	386-290-7490	386-256-0001

CHARLES K DAVIS

Status	Location Address	State License Number	Phone
ACTIVE	3000 E MOODY BLVD BLDG 2 BUNNELL , FL 32110	EC13004270 (Exp: 08/31/2026)	386-931-6614

Inspection History

Type	Request Date	Result	Inspector
BLD - BUILDING FINAL	10/11/2023	APPROVED	RSIMS
Note: 10/9/2023 - PREVIOUS INSPECTION NOTES 10/9/23: Cancelled by Applicant via phone call at @ 08:17. 10/4/2023 - PREVIOUS INSPECTION NOTES 10/4/23: 1). Microwave breaker needs to be locking style per NEC422.31 & outlet needs to be GFCI (NEC210.8) 2). Washing Machine outlet is not GFCI. (NEC210.8) 3). Master bathroom - right side outlet is not GFCI protected. (NEC210.8) 4). Garage door opener outlet needs to be GFCI (NEC210.11(c)(4)). 5). Hall bathroom tub faucet is not secured. (FBC 308.3) 6). Water Heater relief valve discharge tube is too far from floor. (1.5" min & 6" max)(FBC P504.6) 7). Energy calcs for condensing unit do not match submitted documents.
BLD - BUILDING FINAL	10/09/2023	CANCELLED BY APPLICANT	RSIMS
Note: 10/9/23: Cancelled by Applicant via phone call at @ 08:17. 10/4/2023 - PREVIOUS INSPECTION NOTES 10/4/23: 1). Microwave breaker needs to be locking style per NEC422.31 & outlet needs to be GFCI (NEC210.8) 2). Washing Machine outlet is not GFCI. (NEC210.8) 3). Master bathroom - right side outlet is not GFCI protected. (NEC210.8) 4). Garage door opener outlet needs to be GFCI (NEC210.11(c)(4)). 5). Hall bathroom tub faucet is not secured. (FBC 308.3) 6). Water Heater relief valve discharge tube is too far from floor. (1.5" min & 6" max)(FBC P504.6) 7). Energy calcs for condensing unit do not match submitted documents.
ROW - STORMWATER FINAL	10/09/2023	APPROVED - AS NOTED	FSLADISH
Note: 10/09/23 CORRECTIONS MADE. SWALE DRY AT THE TIME OF THIS INSPECTION. EVERYTHING LOOKED GOOD AT THIS INSPECTION. 10/4/2023 - PREVIOUS INSPECTION NOTES 10/04/23 NEED TO FILL IN RECOMPACT AND RESET SOD IN AREA PAINTED IN WHITE AND AREA BY THE SEWER CLEANOUT BEFORE ROW FINAL PASSAGE.. WILL NOT FEE YOU TODAY. PLEASE MAKE CORRECTIONS. _______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 10/03/23 UPON WALKING PROPERTY FOUND A FEW WASHOUT AREAS THAT WILL NEED TO BE ADDRESSED. AT THE TIME OF THIS INSPECTION THERE WAS NO STANDING WATER IN THE REAR OF THE PROPERTY. THE FRONT SWALE IS HOLDING WATER, BUT WE HAVE HAD RAIN RECENTLY, WILL NEED TO MONITOR IT FOR POSITVE FLOW BEFORE ROW FINAL PASSAGE. REAR LEFT CORNER WILL NEED TO BE SODDED IN ALL BARE AREAS. 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 9463 10/03/23 NUMBERS DO NOT SHOW MUCH POSITIVE DRAINAGE IN THE REAR LEFT QUADRANT, WATER MAY GET HELD UP IN THE BACK LEFT REAR AND POOL. WILL DETERMINE ON FIELD SURVEY IF IT WORKS. APPROVING AS NOTED. ELEVATION CORRECTIONS REQUESTED BY PREVIOUS INSPECTOR HAVE BEEN UPDATED. _________________________________________________________________________________________________________________________ 09/20/2023 - PREVIOUS INSPECTION NOTES 1) Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan 2) Section 300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. 3) WATER IS BEING TRAPED IN THE BACK YARD 4) Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. ------------------------------------------------------------------------------------- 8/11/2023 - PREVIOUS INSPECTION NOTES 1) Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan 2) Section 300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. 3) Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.Florida Building Code, Residential, Chapter 4, R401.3 4) Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet.
U -UTILITY RESIDENTIAL FINAL	10/04/2023	FINAL APPROVED	JHARDING
ROW - STORMWATER FINAL	10/04/2023	Disapproved - NO FEE	FSLADISH
Note: 10/04/23 NEED TO FILL IN RECOMPACT AND RESET SOD IN AREA PAINTED IN WHITE AND AREA BY THE SEWER CLEANOUT BEFORE ROW FINAL PASSAGE.. WILL NOT FEE YOU TODAY. PLEASE MAKE CORRECTIONS. _______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 10/03/23 UPON WALKING PROPERTY FOUND A FEW WASHOUT AREAS THAT WILL NEED TO BE ADDRESSED. AT THE TIME OF THIS INSPECTION THERE WAS NO STANDING WATER IN THE REAR OF THE PROPERTY. THE FRONT SWALE IS HOLDING WATER, BUT WE HAVE HAD RAIN RECENTLY, WILL NEED TO MONITOR IT FOR POSITVE FLOW BEFORE ROW FINAL PASSAGE. REAR LEFT CORNER WILL NEED TO BE SODDED IN ALL BARE AREAS. 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 9463 10/03/23 NUMBERS DO NOT SHOW MUCH POSITIVE DRAINAGE IN THE REAR LEFT QUADRANT, WATER MAY GET HELD UP IN THE BACK LEFT REAR AND POOL. WILL DETERMINE ON FIELD SURVEY IF IT WORKS. APPROVING AS NOTED. ELEVATION CORRECTIONS REQUESTED BY PREVIOUS INSPECTOR HAVE BEEN UPDATED. _________________________________________________________________________________________________________________________ 09/20/2023 - PREVIOUS INSPECTION NOTES 1) Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan 2) Section 300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. 3) WATER IS BEING TRAPED IN THE BACK YARD 4) Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. ------------------------------------------------------------------------------------- 8/11/2023 - PREVIOUS INSPECTION NOTES 1) Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan 2) Section 300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. 3) Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.Florida Building Code, Residential, Chapter 4, R401.3 4) Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet.
ROW - FINAL APRON (AFTER POUR)	10/04/2023	APPROVED - AS NOTED	FSLADISH
Note: 10/04/23 PIPE ELEVATION GOOD. CUTS MADE. CULVERT CLEAR BUT SWALE HOLDING WATER DUE TO DOWNSTREAM GRADE AND CULVERT ISSUES. HOT PATCH COMPLETE. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 10/03/23 UPON WALKING PROPERTY FOUND A FEW WASHOUT AREAS THAT WILL NEED TO BE ADDRESSED. AT THE TIME OF THIS INSPECTION THERE WAS NO STANDING WATER IN THE REAR OF THE PROPERTY. THE FRONT SWALE IS HOLDING WATER, BUT WE HAVE HAD RAIN RECENTLY, WILL NEED TO MONITOR IT FOR POSITVE FLOW BEFORE ROW FINAL PASSAGE. REAR LEFT CORNER WILL NEED TO BE SODDED IN ALL BARE AREAS. 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 9463 10/03/23 NUMBERS DO NOT SHOW MUCH POSITIVE DRAINAGE IN THE REAR LEFT QUADRANT, WATER MAY GET HELD UP IN THE BACK LEFT REAR AND POOL. WILL DETERMINE ON FIELD SURVEY IF IT WORKS. APPROVING AS NOTED. ELEVATION CORRECTIONS REQUESTED BY PREVIOUS INSPECTOR HAVE BEEN UPDATED. _________________________________________________________________________________________________________________________ 09/20/2023 - PREVIOUS INSPECTION NOTES 1) Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan 2) Section 300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. 3) WATER IS BEING TRAPED IN THE BACK YARD 4) Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. ------------------------------------------------------------------------------------- 8/11/2023 - PREVIOUS INSPECTION NOTES 1) Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan 2) Section 300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. 3) Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.Florida Building Code, Residential, Chapter 4, R401.3 4) Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet.
BLD - BUILDING FINAL	10/04/2023	Disapproved -FEE REQUIRED	RSIMS
Note: 10/4/23: 1). Microwave breaker needs to be locking style per NEC422.31 & outlet needs to be GFCI (NEC210.8) 2). Washing Machine outlet is not GFCI. (NEC210.8) 3). Master bathroom - right side outlet is not GFCI protected. (NEC210.8) 4). Garage door opener outlet needs to be GFCI (NEC210.11(c)(4)). 5). Hall bathroom tub faucet is not secured. (FBC 308.3) 6). Water Heater relief valve discharge tube is too far from floor. (1.5" min & 6" max)(FBC P504.6) 7). Energy calcs for condensing unit do not match submitted documents.
WINDOW NAILING	10/04/2023	APPROVED	RSIMS
Note: 4/13/23: This inspection added for SGD that is not installed at this inspection.
ROW- FINAL SURVEY/GRADING CERTIFICATION	10/03/2023	APPROVED - AS NOTED	FSLADISH
Note: 10/03/23 NUMBERS DO NOT SHOW MUCH POSITIVE DRAINAGE IN THE REAR LEFT QUADRANT, WATER MAY GET HELD UP IN THE BACK LEFT REAR AND POOL. WILL DETERMINE ON FIELD SURVEY IF IT WORKS. APPROVING AS NOTED. ELEVATION CORRECTIONS REQUESTED BY PREVIOUS INSPECTOR HAVE BEEN UPDATED. _________________________________________________________________________________________________________________________ 09/20/2023 - PREVIOUS INSPECTION NOTES 1) Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan 2) Section 300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. 3) WATER IS BEING TRAPED IN THE BACK YARD 4) Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. ------------------------------------------------------------------------------------- 8/11/2023 - PREVIOUS INSPECTION NOTES 1) Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan 2) Section 300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. 3) Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.Florida Building Code, Residential, Chapter 4, R401.3 4) Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet.
ROW FIELD SURVEY /GRADING CERTIFICATION	10/03/2023	APPROVED - AS NOTED	FSLADISH
Note: 10/03/23 UPON WALKING PROPERTY FOUND A FEW WASHOUT AREAS THAT WILL NEED TO BE ADDRESSED. AT THE TIME OF THIS INSPECTION THERE WAS NO STANDING WATER IN THE REAR OF THE PROPERTY. THE FRONT SWALE IS HOLDING WATER, BUT WE HAVE HAD RAIN RECENTLY, WILL NEED TO MONITOR IT FOR POSITVE FLOW BEFORE ROW FINAL PASSAGE. REAR LEFT CORNER WILL NEED TO BE SODDED IN ALL BARE AREAS. 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 9463 10/03/23 NUMBERS DO NOT SHOW MUCH POSITIVE DRAINAGE IN THE REAR LEFT QUADRANT, WATER MAY GET HELD UP IN THE BACK LEFT REAR AND POOL. WILL DETERMINE ON FIELD SURVEY IF IT WORKS. APPROVING AS NOTED. ELEVATION CORRECTIONS REQUESTED BY PREVIOUS INSPECTOR HAVE BEEN UPDATED. _________________________________________________________________________________________________________________________ 09/20/2023 - PREVIOUS INSPECTION NOTES 1) Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan 2) Section 300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. 3) WATER IS BEING TRAPED IN THE BACK YARD 4) Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. ------------------------------------------------------------------------------------- 8/11/2023 - PREVIOUS INSPECTION NOTES 1) Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan 2) Section 300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. 3) Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.Florida Building Code, Residential, Chapter 4, R401.3 4) Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet.
ROW- FINAL SURVEY/GRADING CERTIFICATION	09/20/2023	Disapproved -FEE REQUIRED	PFLANAGAN
Note: 1) Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan 2) Section 300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. 3) WATER IS BEING TRAPED IN THE BACK YARD 4) Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. ------------------------------------------------------------------------------------- 8/11/2023 - PREVIOUS INSPECTION NOTES 1) Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan 2) Section 300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. 3) Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.Florida Building Code, Residential, Chapter 4, R401.3 4) Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet.
ROW- FINAL SURVEY/GRADING CERTIFICATION	08/11/2023	Disapproved - NO FEE	PFLANAGAN
Note: 1) Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan 2) Section 300.01 (A)(1)(C)(6) .Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. 3) Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.Florida Building Code, Residential, Chapter 4, R401.3 4) Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet.
U-CROSS CONNECTION	07/26/2023	APPROVED - AS NOTED	JHARDING
Note: No cross connections,
ELECTRIC - EARLY POWER	06/29/2023	APPROVED	RSIMS
Note: 6/29/23: FPL emailed to release power. 6/27/2023 - PREVIOUS INSPECTION NOTES 6/27/23: Incomplete plans in permit box. Missing electrical plan. 1). Kitchen island feed is not safed off. (Also, source cannot be verified due to missing plans).
ELECTRIC - EARLY POWER	06/27/2023	Disapproved - NO FEE	RSIMS
Note: 6/27/23: Incomplete plans in permit box. Missing electrical plan. 1). Kitchen island feed is not safed off. (Also, source cannot be verified due to missing plans).
ROW- PRE-APRON (PRE-POUR)	06/26/2023	APPROVED	PFLANAGAN
Note: 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. ALL CONCRETE NEED TO BE A MINIMUM OF 3000PSI WITH FIBER OR WITH METAL MESH IN DRIVEWAY ---------------------------------------------------------------------------------------------------- 6/23/2023 - PREVIOUS INSPECTION NOTES 1) THE CULVERT PIPE IS FLOWING IN THE WRONG DIRECTION PLEASE SEE SWALE PLAN DETAIL FOR ELEVATIONS AND THE DIRECTION OF WATER FLOW. 2) SOIL IS WAY TOO SOFT TO POUR NEED TO COMPACT THE SOIL SO IT MEET CITY'S STANDARTS. 3) FOOTERS ON MITER END NEED TO BE DUG OUT DO TO RAIN WASHING IN DIRT PLEASE SEE DIAGRAM AT Sec 300.E / 300.H IN TEC. MANUAL FOR REQUIREMENTS FOR FOOTERS. 4) WATER IN CULVERTS AT TIME OF INSPECTION. ---------------------------------------------------------------------------------------------------- 6/20/2023 - PREVIOUS INSPECTION NOTES 1) THE CULVERT PIPE ON THE LEFT SIDE IS OUT OF TOLERANCE WITH THE SWALE PLAN DETAIL 2) THE MITER END FORMS ARE NOT FORMED CORRECTLY NEED TO HAVE 18" AT THE DRIVEWAY THEN 9" AT THE END OF MITER END. 3) THE BOARD ON THE EDGE OF ROAD NEEDS TO GO AGAINTS THE THE APRON FORM NOW AT THIS TIME THE FORM BOARD IS IN ROAD WAY 4) NEED TO HAVE DIRT ON OUTSIDE OF FORMS SO CONCRETE WILL STAY IN THE POURING AREA. PLEASE SEE DIAGRAM IN TECH. MANUAL Sec 300.E / 300.H FOR ALL PRE POUR REQUIREMENTS
ROW- PRE-APRON (PRE-POUR)	06/23/2023	Disapproved -FEE REQUIRED	PFLANAGAN
Note: 1) THE CULVERT PIPE IS FLOWING IN THE WRONG DIRECTION PLEASE SEE SWALE PLAN DETAIL FOR ELEVATIONS AND THE DIRECTION OF WATER FLOW. 2) SOIL IS WAY TOO SOFT TO POUR NEED TO COMPACT THE SOIL SO IT MEET CITY'S STANDARTS. 3) FOOTERS ON MITER END NEED TO BE DUG OUT DO TO RAIN WASHING IN DIRT PLEASE SEE DIAGRAM AT Sec 300.E / 300.H IN TEC. MANUAL FOR REQUIREMENTS FOR FOOTERS. 4) WATER IN CULVERTS AT TIME OF INSPECTION. ---------------------------------------------------------------------------------------------------- 6/20/2023 - PREVIOUS INSPECTION NOTES 1) THE CULVERT PIPE ON THE LEFT SIDE IS OUT OF TOLERANCE WITH THE SWALE PLAN DETAIL 2) THE MITER END FORMS ARE NOT FORMED CORRECTLY NEED TO HAVE 18" AT THE DRIVEWAY THEN 9" AT THE END OF MITER END. 3) THE BOARD ON THE EDGE OF ROAD NEEDS TO GO AGAINTS THE THE APRON FORM NOW AT THIS TIME THE FORM BOARD IS IN ROAD WAY 4) NEED TO HAVE DIRT ON OUTSIDE OF FORMS SO CONCRETE WILL STAY IN THE POURING AREA. PLEASE SEE DIAGRAM IN TECH. MANUAL Sec 300.E / 300.H FOR ALL PRE POUR REQUIREMENTS
ROW- PRE-APRON (PRE-POUR)	06/20/2023	Disapproved -FEE REQUIRED	PFLANAGAN
Note: 1) THE CULVERT PIPE ON THE LEFT SIDE IS OUT OF TOLERANCE WITH THE SWALE PLAN DETAIL 2) THE MITER END FORMS ARE NOT FORMED CORRECTLY NEED TO HAVE 18" AT THE DRIVEWAY THEN 9" AT THE END OF MITER END. 3) THE BOARD ON THE EDGE OF ROAD NEEDS TO GO AGAINTS THE THE APRON FORM NOW AT THIS TIME THE FORM BOARD IS IN ROAD WAY 4) NEED TO HAVE DIRT ON OUTSIDE OF FORMS SO CONCRETE WILL STAY IN THE POURING AREA. PLEASE SEE DIAGRAM IN TECH. MANUAL Sec 300.E / 300.H FOR ALL PRE POUR REQUIREMENTS
U - SEWER TIE IN	06/08/2023	APPROVED	MGIBSON
GRAVITY SEWER TEST	06/07/2023	APPROVED - AS NOTED	MGIBSON
Note: BOTH GRAVITY SEWER AND U-SEWER TIE IN ARE APPROVED CONTRACTOR MUST SCHEDULE '' U-SEWER TIE IN '' FOR 6/8/23
PEP TANK INSTALLATION REQUEST	05/25/2023	APPROVED	CSTONE
Note: 5/1/2023 11:30:49 AM- PREVIOUS INSPECTION NOTES Not Ready-Exterior/Interior Drywall Stucco Siding etc need to be done
PEP TANK INSTALLATION REQUEST	04/28/2023	Disapproved - NO FEE	CSTONE
Note: Not Ready-Exterior/Interior Drywall Stucco Siding etc need to be done
INSULATION	04/27/2023	APPROVED	RSIMS
Note: Inspector Notes from Inspection 2420 4/13/23: Check at Insulation Inspection. Must be resolved by insulation. 1). Bathroom exhaust fans need to be wired up. 2). 5ft. head pressure not holding. New inspection due to canceled inspection 4/11/2023 - PREVIOUS INSPECTION NOTES 4/11/23: Cancelled by applicant via phone call at @ 08:12.
LATH/BRICK/ WATER BARRIER	04/27/2023	APPROVED	RSIMS
Note: Inspector Notes from Inspection 2420 4/13/23: Check at Insulation Inspection. Must be resolved by insulation. 1). Bathroom exhaust fans need to be wired up. 2). 5ft. head pressure not holding. New inspection due to canceled inspection 4/11/2023 - PREVIOUS INSPECTION NOTES 4/11/23: Cancelled by applicant via phone call at @ 08:12.
ALL ROUGH	04/13/2023	APPROVED - AS NOTED	RSIMS
Note: 4/13/23: Check at Insulation Inspection. Must be resolved by insulation. 1). Bathroom exhaust fans need to be wired up. 2). 5ft. head pressure not holding. New inspection due to canceled inspection 4/11/2023 - PREVIOUS INSPECTION NOTES 4/11/23: Cancelled by applicant via phone call at @ 08:12.
ALL ROUGH	04/12/2023	CANCELLED BY APPLICANT	WEB
Note: 4/11/2023 - PREVIOUS INSPECTION NOTES 4/11/23: Cancelled by applicant via phone call at @ 08:12.
ALL ROUGH	04/11/2023	CANCELLED BY APPLICANT	RSIMS
Note: 4/11/23: Cancelled by applicant via phone call at @ 08:12.
ROOF VALLEY & METAL	02/21/2023	APPROVED	LMILLER
ROOF SHEATHING / BRACES/TIES/DOWN CELL	02/15/2023	APPROVED	RSIMS
Note: New inspection due to canceled inspection Inspector Notes from Inspection 2340 New inspection due to canceled inspection 1/9/2023 - PREVIOUS INSPECTION NOTES 1/9/23: No approved plans in box for inspection!. Plans found in box are not stamped approved by the City. Previously listed items below are not fully resolved. Down rods require 3/4" minimum clearance. Check all. Colums require full length down rods with 90* hook at top per details. 1/6/2023 - PREVIOUS INSPECTION NOTES 1. Missed dowel Front left corner. Bedroom 2 area. 2. Rear column dowel is to have min. 3/4 inch coverage. 3. Openings at the rear Master bed and left bath are missing lintel detail. Have engineering submitt a revison showing detail 4. Down rods at front entry where the wall height steps up are not continous from top of the wall to the bottom dowel. Pieces have been dropped into the down cells to give the appearance of full length tied down rod. CHECK ALL. 1/10/23 need revision by final removing one of the details for the lintel
WALL SHEATHING	02/15/2023	APPROVED	RSIMS
Note: New inspection due to canceled inspection Inspector Notes from Inspection 2340 New inspection due to canceled inspection 1/9/2023 - PREVIOUS INSPECTION NOTES 1/9/23: No approved plans in box for inspection!. Plans found in box are not stamped approved by the City. Previously listed items below are not fully resolved. Down rods require 3/4" minimum clearance. Check all. Colums require full length down rods with 90* hook at top per details. 1/6/2023 - PREVIOUS INSPECTION NOTES 1. Missed dowel Front left corner. Bedroom 2 area. 2. Rear column dowel is to have min. 3/4 inch coverage. 3. Openings at the rear Master bed and left bath are missing lintel detail. Have engineering submitt a revison showing detail 4. Down rods at front entry where the wall height steps up are not continous from top of the wall to the bottom dowel. Pieces have been dropped into the down cells to give the appearance of full length tied down rod. CHECK ALL. 1/10/23 need revision by final removing one of the details for the lintel
ROOF SHEATHING / BRACES/TIES/DOWN CELL	02/14/2023	CANCELLED BY APPLICANT	WEB
Note: Inspector Notes from Inspection 2340 New inspection due to canceled inspection 1/9/2023 - PREVIOUS INSPECTION NOTES 1/9/23: No approved plans in box for inspection!. Plans found in box are not stamped approved by the City. Previously listed items below are not fully resolved. Down rods require 3/4" minimum clearance. Check all. Colums require full length down rods with 90* hook at top per details. 1/6/2023 - PREVIOUS INSPECTION NOTES 1. Missed dowel Front left corner. Bedroom 2 area. 2. Rear column dowel is to have min. 3/4 inch coverage. 3. Openings at the rear Master bed and left bath are missing lintel detail. Have engineering submitt a revison showing detail 4. Down rods at front entry where the wall height steps up are not continous from top of the wall to the bottom dowel. Pieces have been dropped into the down cells to give the appearance of full length tied down rod. CHECK ALL. 1/10/23 need revision by final removing one of the details for the lintel
WALL SHEATHING	02/14/2023	CANCELLED BY APPLICANT	WEB
Note: Inspector Notes from Inspection 2340 New inspection due to canceled inspection 1/9/2023 - PREVIOUS INSPECTION NOTES 1/9/23: No approved plans in box for inspection!. Plans found in box are not stamped approved by the City. Previously listed items below are not fully resolved. Down rods require 3/4" minimum clearance. Check all. Colums require full length down rods with 90* hook at top per details. 1/6/2023 - PREVIOUS INSPECTION NOTES 1. Missed dowel Front left corner. Bedroom 2 area. 2. Rear column dowel is to have min. 3/4 inch coverage. 3. Openings at the rear Master bed and left bath are missing lintel detail. Have engineering submitt a revison showing detail 4. Down rods at front entry where the wall height steps up are not continous from top of the wall to the bottom dowel. Pieces have been dropped into the down cells to give the appearance of full length tied down rod. CHECK ALL. 1/10/23 need revision by final removing one of the details for the lintel
TIE BEAM / LINTEL	01/10/2023	CANCELLED BY APPLICANT	WEB
Note: 1/9/2023 - PREVIOUS INSPECTION NOTES 1/9/23: No approved plans in box for inspection!. Plans found in box are not stamped approved by the City. Previously listed items below are not fully resolved. Down rods require 3/4" minimum clearance. Check all. Colums require full length down rods with 90* hook at top per details. 1/6/2023 - PREVIOUS INSPECTION NOTES 1. Missed dowel Front left corner. Bedroom 2 area. 2. Rear column dowel is to have min. 3/4 inch coverage. 3. Openings at the rear Master bed and left bath are missing lintel detail. Have engineering submitt a revison showing detail 4. Down rods at front entry where the wall height steps up are not continous from top of the wall to the bottom dowel. Pieces have been dropped into the down cells to give the appearance of full length tied down rod. CHECK ALL.
TIE BEAM / LINTEL	01/10/2023	APPROVED - AS NOTED	RMARTIN
Note: New inspection due to canceled inspection 1/9/2023 - PREVIOUS INSPECTION NOTES 1/9/23: No approved plans in box for inspection!. Plans found in box are not stamped approved by the City. Previously listed items below are not fully resolved. Down rods require 3/4" minimum clearance. Check all. Colums require full length down rods with 90* hook at top per details. 1/6/2023 - PREVIOUS INSPECTION NOTES 1. Missed dowel Front left corner. Bedroom 2 area. 2. Rear column dowel is to have min. 3/4 inch coverage. 3. Openings at the rear Master bed and left bath are missing lintel detail. Have engineering submitt a revison showing detail 4. Down rods at front entry where the wall height steps up are not continous from top of the wall to the bottom dowel. Pieces have been dropped into the down cells to give the appearance of full length tied down rod. CHECK ALL. 1/10/23 need revision by final removing one of the details for the lintel
TIE BEAM / LINTEL	01/09/2023	Disapproved -FEE REQUIRED	RSIMS
Note: 1/9/23: No approved plans in box for inspection!. Plans found in box are not stamped approved by the City. Previously listed items below are not fully resolved. Down rods require 3/4" minimum clearance. Check all. Colums require full length down rods with 90* hook at top per details. 1/6/2023 - PREVIOUS INSPECTION NOTES 1. Missed dowel Front left corner. Bedroom 2 area. 2. Rear column dowel is to have min. 3/4 inch coverage. 3. Openings at the rear Master bed and left bath are missing lintel detail. Have engineering submitt a revison showing detail 4. Down rods at front entry where the wall height steps up are not continous from top of the wall to the bottom dowel. Pieces have been dropped into the down cells to give the appearance of full length tied down rod. CHECK ALL.
TIE BEAM / LINTEL	01/06/2023	Disapproved -FEE REQUIRED	JWALKER
Note: 1. Missed dowel Front left corner. Bedroom 2 area. 2. Rear column dowel is to have min. 3/4 inch coverage. 3. Openings at the rear Master bed and left bath are missing lintel detail. Have engineering submitt a revison showing detail 4. Down rods at front entry where the wall height steps up are not continous from top of the wall to the bottom dowel. Pieces have been dropped into the down cells to give the appearance of full length tied down rod. CHECK ALL.
FOUND SURVEY APPROVED (OFFICE)	12/09/2022	APPROVED	TBAKER
MONOLITHIC SLAB	11/14/2022	APPROVED	KSANDOE
PLUMBING 1ST ROUGH UNDERGROUND	10/21/2022	APPROVED	MGIBSON
WATER METER INSTALLATION REQUEST	08/29/2022	APPROVED	CSTONE

Review History

Department	Status	Date In	Date Out
MECH	COMPLETE	10/10/2023	10/11/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
BLD	COMPLETE	08/31/2023	09/06/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
BLD	HOLD	01/30/2023	01/30/2023
Note: Held By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM All comments below per the 2020 Florida Building Code PLAN REVIEW COMMENTS: 1. Revise drawings with a revision cloud to show the change in lintel detail. FBC 107.
ELEC	CANCEL	01/30/2023	01/31/2023
ZON	HOLD	12/07/2022	12/07/2022
Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Survey is missing all platted easements. Please provide a copy of the approved stamped site plan. It appears we do not have a stamped site plan on file for this project.
ENGIN1	COMPLETE	12/07/2022	12/08/2022
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	12/07/2022	12/08/2022
Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM
ZON	COMPLETE	07/14/2022	07/15/2022
Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM
ELEC	COMPLETE	06/28/2022	06/29/2022
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
BLD	COMPLETE	06/28/2022	06/28/2022
Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM
ZON	HOLD	06/28/2022	06/28/2022
Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM repeat comment : There is some information missing on site plan, please provide one with the following information on it . Dranage plan provided . Didnt see the map panel number on the plan please label it site plan not drainage plan. Please make sure your site plan has the following information below for approval. Site plan information that Zoning Dept. is looking for: Address of lot, Section, lot, and block. Width and length of property All easements on property Square footage of entire lot Width of walk way and driveway and materials Impervious ratio %- we would only ask for this if it’s close to meeting the maximum impervious for the zoning district of the lot Include the Ac pads and all other pads or patios with dimensions All legal description information with map book and page number All Flood zones if multiple on property please include on site plan, Map Panel Number All setbacks Front, Rear, and both sides – the setbacks should be provided from the CLOSEST point of the structure to the described property lines
SW1	COMPLETE	06/28/2022	07/07/2022
Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM
ENGIN1	COMPLETE	06/28/2022	06/28/2022
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
SW1	HOLD	05/12/2022	05/18/2022
Note: Held By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM HERE ARE A LIST OF THINGS NEEDED TO MAKE THIS SITE PLAN TO PASS (1) Adjacent driveway culverts and drainage features: Site Plan must include the inverts of adjacent developed property driveway culverts and any other drainage features within 100 feet of the property lines. (A) (2) Existing interior elevations on a 20’ grid. (E) (3) Elevations on all adjacent properties at a minimum of 20-foot intervals, on a 10 foot offset, outside the property lines. (4) FFE of adjacent improved properties. (F) (5) Elevations on all adjacent property lines at 20-foot intervals. (B) (6) All drainage and topographical features must be clearly depicted including easementsand top of bank locations. (G) (7) Proposed elevations are to be clearly noted and discernible from the existing survey data. (A) (8) The proposed elevations shall be shown at all locations of existing elevations per the topographic survey. (A) (9) Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures. (D) (10) Drainage from the structure is to be a 6 inch (5%) minimum slope for the first 10’.(E) (11) Property line elevations of adjacent improved lots are within a tenth of a foot of the existing elevation. (G) (12) The subject lots drainage must not negatively impact any adjacent property. (B) (13) The front property line/right away elevation are to be equal to or greater than the centerline of the road elevation. (I) (14) Culvert material and size to be depicted. Typical is 17X13 CMP (L) (15) Depict the driveway width at the property line (minimum 10 feet) and the edge ofpavement (EOP) (minimum 16 feet) and the distance from the edge of the proposeddriveway flare to the projected EOP of any road intersection within 75 feet. (B) A.Land Development Code Technical Manual, Section 300.01 (A)(1)(B)(4) B.Land Development Code Technical Manual, Section 300.01 (A)(1)(B)(5) C.Land Development Code Technical Manual, Section 300.01 (A)(1)(B)(7) D.Land Development Code Technical Manual, Section 300.01 (A)(1)(B)(10) E.Land Development Code Technical Manual, Section 300.01 (A)(1)(B)(6) F.Land Development Code Technical Manual, Section 300.01 (A)(1)(B)(3) G.Land Development Code Technical Manual, Section 300.01 (A)(1)(B)(8) H.Land Development Code, Chapter 9, Sec. 9.02.06 ( E) I.Land Development Code Technical Manual, Section 300, Drawing 300.D, J.Land Development Code Technical Manual, Section 300.01 (A)(1)(C)(8-10) K.Land Development Code Technical Manual, Section 300.01 (A)(1)(C)(2) L.and Development Code Technical Manual, Section 300, Drawing 300.E, Note 5
BLD	HOLD	05/09/2022	05/12/2022
Note: Held By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM All comments below per the 2020 Florida Building Code – Residential REVIEW COMMENTS: 1. Various Product Approvals submitted are either outdated or incorrect. A revision to the Product Approvals is required. Per F.S. 471.025 and F.A.C. 61 G15-23.005. a. Provide Product Approval for proposed lintel. b. Asphalt roofing shingles approval number doesn’t match the roofing work sheet.
CUSVC	COMPLETE	05/09/2022	05/10/2022
Note: Released By: ALYSSA ROSCOE - -
ELEC	HOLD	05/09/2022	05/09/2022
Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. Need switch and light in garage. NEC 2017 210.70 (A) (2) 2. Need correct outlet spacing in bed 2 (switch wall ) NEC 2017 210.52
ENGIN1	COMPLETE	05/09/2022	05/09/2022
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
LOCATE	COMPLETE	05/09/2022	05/12/2022
Note: Released By: CANDACE STONE - - CSTONE@PALMCOASTGOV.COM
MECH	COMPLETE	05/09/2022	05/09/2022
Note: Released By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM
ZON	HOLD	05/09/2022	05/12/2022
Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Survey /Site Plan: Survey /Site plan: Please provide a Plot plan/ Site plan and include tha map panel number also.. Please submit survey and site plan with all pertinent recording information. please provide the width of driveway and sidewalk to the entry of home. Pavers: Please fill the Right of Way agreement form. If you will be installing a paver driveway, a right of way utilization agreement must be signed by all property owners and notarized and original will need to be turned in to us once electronic copy has been approved. Elevation plan: please provide the height of home on elevation plan
SWALE	COMPLETE	05/09/2022	07/19/2022
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM

Fees & Payments

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

Description	Amount Due	Date Paid
PLAN REVIEW - REVISION	¤32.50	08/16/2024
REINSPECTION RESIDENTIAL	¤40.00	10/10/2023
REINSPECTION RESIDENTIAL	¤40.00	10/10/2023
REINSPECTION RESIDENTIAL	¤40.00	10/10/2023
CONTRACTOR CHANGE	¤20.00	10/10/2023
SW ENG REINSPECTION 30	¤30.00	10/10/2023
SW ENG REINSPECTION 30	¤30.00	10/10/2023
PLAN REVIEW - REVISION	¤32.50	10/10/2023
SW ENG - REVIEW 20	¤20.00	07/18/2022
SW ENG RES REVIEW 200	¤200.00	07/18/2022
3% TRANS IMPACT FEE CREDIT	(¤52.92)	07/18/2022
SEWER CREDIT	(¤2,465.75)	07/18/2022
SEWER INSPECTION	¤25.00	07/18/2022
SEWER CAPITAL FACILITY	¤4,939.76	07/18/2022
WATER CAPITAL FACILITY FEE	¤3,626.50	07/18/2022
SITE PLAN 30	¤30.00	07/18/2022
3% FIRE IMPACT FEE CREDIT	(¤11.66)	07/18/2022
IMPACT FEE FIRE	¤388.65	07/18/2022
IMPACT FEE PARKS	¤1,455.13	07/18/2022
IMPACT FEE SCHOOL	¤3,600.00	07/18/2022
IMPACT FEE TRANSPORTATION	¤1,764.00	07/18/2022
WATER -IRRIGATION INSPECTION	¤25.00	07/18/2022
3% PARKS IMPACT FEE CREDIT	(¤43.65)	07/18/2022
SURCHARGE FS 533.721	¤9.58	07/18/2022
SURCHARGE - FS 468.631	¤14.38	07/18/2022
SW ENG - FOUNDATION SURVEY	¤20.00	07/18/2022
SW ENG INSPECTION 80	¤80.00	07/18/2022
SW ENG PRE APRON	¤30.00	07/18/2022
CONNECTION FEES	¤1,077.88	07/18/2022
WATER- TURN ON	¤25.00	07/18/2022
ADMINISTRATIVE RESIDENTIAL	¤30.00	07/18/2022
INSPECTION - RESIDENTIAL	¤874.50	07/18/2022
PLAN REVIEW - RESIDENTIAL	¤248.04	07/18/2022
Fees	Total Due: ¤0.00	Total Paid: ¤16,174.44