Status: COED

Parcel Id: 07-11-31-7034-01050-0020

CONDITIONED SPACE: 2258 sqft

GARAGE: 767 sqft

OPENED PORCH (WITH ROOF) : 64 sqft

OPENED PORCH (WITH ROOF) : 276 sqft

Total Square Footage: 3365 sqft

Block: 01050

Subdivision: 2165 - SECTION 34-EASTHAMPTON

Job Phone: 386-931-4799

Location Address: 7 EVANSTON LN

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 02/01/2024

NOC: RECORDED

Applicant name: JOHN DONALD GORDON

Owner: PRECISION CUSTOM BUILDERS OF NORTH FLORIDA LLC

Address 7755 SOUTH US 1 BUNNELL, FL 32110

Lot: 0020

Contracted Stated Job Value: ¤375,000.00

Job Description: Single Family Residence

Type: CN

Contractor

PRECISION CUSTOM BUILDERS OF NORTH FLORIDA, LLC

Status	Location Address	State License Number	Phone
ACTIVE	7755 S. US HWY 1 BUNNELL, FL 32110	CGC1528576 (Exp: 08/31/2026)	386-931-4799

Sub Contractors

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

MARK JOHN LUTCZA

Status	Location Address	State License Number	Phone
ACTIVE	26 ROYAL LEAF LANE PALM COAST, FL 32164	EC13005145 (Exp: 08/31/2026)	386-586-0770

JACOB D CASTLE

Status	Location Address	State License Number	Phone
CANCEL	508 N MOORE ST BUNNELL, FL 32110	RF11067810 (Exp: 08/31/2027)	386-864-5066

RICHARD GARY WILSON JR

Status	Location Address	Mailing Address	State License Number	Phone
ACTIVE	1504 OLD MOODY BLVD BUNNELL, FL 32110	UNIT 6 BUNNELL, FL 32110	CAC1817645 (Exp: 08/31/2026)	386-586-6290

Inspection History

Type	Request Date	Result	Inspector
BLD - BUILDING FINAL	04/01/2025	FINAL APPROVED	MCONTRYMAN
Note: 3/18/2025 - PREVIOUS INSPECTION NOTES 3/18/25 1. Whole home Surge Protection needs to be installed at at meter/main only NEC 230.67 (A) 2. ODU needs to be 3" above finished grade FBCR M1305.1.4.1 3. Left side master bath has leaking right side sink 4. Left side master bath sink drain stoppers not holding water 5. Back french door secondary locking mechanism does not go up all the way 6. Front french door secondary locking mechanism does not go up all the way 7. Energy calcs do not match units installed (Breakers do match units installed) FBC(A) 107.4 8. Missing Insulation Certificate FBC EC R303.1.1.2
BLD - BUILDING FINAL	03/18/2025	Disapproved -FEE REQUIRED	MCONTRYMAN
Note: 3/18/25 1. Whole home Surge Protection needs to be installed at at meter/main only NEC 230.67 (A) 2. ODU needs to be 3" above finished grade FBCR M1305.1.4.1 3. Left side master bath has leaking right side sink 4. Left side master bath sink drain stoppers not holding water 5. Back french door secondary locking mechanism does not go up all the way 6. Front french door secondary locking mechanism does not go up all the way 7. Energy calcs do not match units installed (Breakers do match units installed) FBC(A) 107.4 8. Missing Insulation Certificate FBC EC R303.1.1.2
U-CROSS CONNECTION	12/16/2024	APPROVED - AS NOTED	LFITZGERALD
Note: *** NOTES ADDED BY LFITZGERALD 12/16/2024 9:11:53 AM *** irrigation meter plus PVB-no cross connection
U -UTILITY RESIDENTIAL FINAL	12/16/2024	FINAL APPROVED	LFITZGERALD
ROW - STORMWATER FINAL	12/13/2024	APPROVED - AS NOTED	FSLADISH
Note: 12/13/24 SWALE CORRECTION MADE AT THE TIME OF THIS INSPECTION. SPOKE WITH DON CM AND TOLD HIM I WOULD PASS THIS INSPECTION AS NOTED THAT HE WOULD NEED TO CLEAN OUT THE BIT OF DIRT IN THE CULVERT ENDS ASAP. HE INDICATED IT WOULD BE DONE. APPROVING AS NOTED. AT THE TIME OF THIS INSPECTIONS ALL COPC REQUIREMENTS WERE MET, NEITHER 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 - FINAL APRON (AFTER POUR)	12/13/2024	APPROVED	FSLADISH
Note: 12/13/24 AT THE TIME OF THE INSPECTION ALL MINIMUM CITY REQUIREMENTS WERE MET. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. PIPE ELEVATION IS GOOD, CUTS ARE MADE, CULVERT NOT CLEAR, HOT PATCH COMPLETE.
ROW- FINAL SURVEY/GRADING CERTIFICATION	12/05/2024	APPROVED - AS NOTED	FSLADISH
Note: 12/5/24 CORRECT SURVEY UPLOADED. APPROVING AS NOTED. 9/25/2024 - PREVIOUS INSPECTION NOTES 9/25/24 YOUR SWALE ELEVATION NUMBERS ARE STILL INCONSISTENT. THE SWALE FLOWS FROM LEFT TO RIGHT. YOUR SWALE ELEVATION NUMBERS GO UP AND DOWN FROM LEFT SIDE (HIGH) 22.55 ALL THE WAY TO THE RIGHT (LOW) 25.56 SIDE PROPERTY LINE. YOU WILL NEED TO SHOW THE FFE AS WELL AS SWALE AND INVERT ELEVATIONS OF THE ADJOINING PROPERTY ON RIGHT. The elevations and/or inverts of all drainage structures within 100 feet of the property lines, including culverts, inlets, swales, weirs, etc. both upstream and downstream of the property. This includes the ditch bottom and top of bank of ditches located on the property or in Reserved Parcels adjacent to the property 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" 3 Roadside swale. Sec.300.01 C2 Sec.300.01 C2 "The tolerance on individual shots along the as-built flow line of the swale (depressions or high spots) is plus or minus 0.10 feet.Sec.300.01 C2" 8/16/2024 - PREVIOUS INSPECTION NOTES 8/16/24 YOUR SURVEY SHOWS YOUR FRONT SWALE ELEVATIONS INCONSISTENT AND FLOWING UPHILL, INCLUDING YOUR BACKPITCHED CULVERT PIPE IN RELATION TO THE SWALE PLAN DIAGRAM. Culvert cannot flow more than a tenth in the right direction Sec.300.01c3 Sec 300.01c3 The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow nor shall it be sloped more than 0.10 feet in the direction of the drainage flow. Swale must flow in the right direction Sec. 300.01.c1 Sec. 300.01 c1The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus a tenth of a foot and must demonstrate positive fall in the direction described in the swale plan.
ROW FIELD SURVEY /GRADING CERTIFICATION	12/05/2024	APPROVED	FSLADISH
Note: 12/5/24 UPON WALKING PROPERTY DRAINAGE WILL WORK AS INDICATED ON FINAL SURVEY. AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. Inspector Notes from Inspection 9463 12/5/24 CORRECT SURVEY UPLOADED. APPROVING AS NOTED. 9/25/2024 - PREVIOUS INSPECTION NOTES 9/25/24 YOUR SWALE ELEVATION NUMBERS ARE STILL INCONSISTENT. THE SWALE FLOWS FROM LEFT TO RIGHT. YOUR SWALE ELEVATION NUMBERS GO UP AND DOWN FROM LEFT SIDE (HIGH) 22.55 ALL THE WAY TO THE RIGHT (LOW) 25.56 SIDE PROPERTY LINE. YOU WILL NEED TO SHOW THE FFE AS WELL AS SWALE AND INVERT ELEVATIONS OF THE ADJOINING PROPERTY ON RIGHT. The elevations and/or inverts of all drainage structures within 100 feet of the property lines, including culverts, inlets, swales, weirs, etc. both upstream and downstream of the property. This includes the ditch bottom and top of bank of ditches located on the property or in Reserved Parcels adjacent to the property 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" 3 Roadside swale. Sec.300.01 C2 Sec.300.01 C2 "The tolerance on individual shots along the as-built flow line of the swale (depressions or high spots) is plus or minus 0.10 feet.Sec.300.01 C2" 8/16/2024 - PREVIOUS INSPECTION NOTES 8/16/24 YOUR SURVEY SHOWS YOUR FRONT SWALE ELEVATIONS INCONSISTENT AND FLOWING UPHILL, INCLUDING YOUR BACKPITCHED CULVERT PIPE IN RELATION TO THE SWALE PLAN DIAGRAM. Culvert cannot flow more than a tenth in the right direction Sec.300.01c3 Sec 300.01c3 The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow nor shall it be sloped more than 0.10 feet in the direction of the drainage flow. Swale must flow in the right direction Sec. 300.01.c1 Sec. 300.01 c1The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus a tenth of a foot and must demonstrate positive fall in the direction described in the swale plan.
ROW- FINAL SURVEY/GRADING CERTIFICATION	09/25/2024	Disapproved - NO FEE	FSLADISH
Note: 9/25/24 YOUR SWALE ELEVATION NUMBERS ARE STILL INCONSISTENT. THE SWALE FLOWS FROM LEFT TO RIGHT. YOUR SWALE ELEVATION NUMBERS GO UP AND DOWN FROM LEFT SIDE (HIGH) 22.55 ALL THE WAY TO THE RIGHT (LOW) 25.56 SIDE PROPERTY LINE. YOU WILL NEED TO SHOW THE FFE AS WELL AS SWALE AND INVERT ELEVATIONS OF THE ADJOINING PROPERTY ON RIGHT. The elevations and/or inverts of all drainage structures within 100 feet of the property lines, including culverts, inlets, swales, weirs, etc. both upstream and downstream of the property. This includes the ditch bottom and top of bank of ditches located on the property or in Reserved Parcels adjacent to the property 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" 3 Roadside swale. Sec.300.01 C2 Sec.300.01 C2 "The tolerance on individual shots along the as-built flow line of the swale (depressions or high spots) is plus or minus 0.10 feet.Sec.300.01 C2" 8/16/2024 - PREVIOUS INSPECTION NOTES 8/16/24 YOUR SURVEY SHOWS YOUR FRONT SWALE ELEVATIONS INCONSISTENT AND FLOWING UPHILL, INCLUDING YOUR BACKPITCHED CULVERT PIPE IN RELATION TO THE SWALE PLAN DIAGRAM. Culvert cannot flow more than a tenth in the right direction Sec.300.01c3 Sec 300.01c3 The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow nor shall it be sloped more than 0.10 feet in the direction of the drainage flow. Swale must flow in the right direction Sec. 300.01.c1 Sec. 300.01 c1The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus a tenth of a foot and must demonstrate positive fall in the direction described in the swale plan.
ROW- FINAL SURVEY/GRADING CERTIFICATION	08/16/2024	Disapproved - NO FEE	FSLADISH
Note: 8/16/24 YOUR SURVEY SHOWS YOUR FRONT SWALE ELEVATIONS INCONSISTENT AND FLOWING UPHILL, INCLUDING YOUR BACKPITCHED CULVERT PIPE IN RELATION TO THE SWALE PLAN DIAGRAM. Culvert cannot flow more than a tenth in the right direction Sec.300.01c3 Sec 300.01c3 The driveway culvert(s) must be set within the range established by the Swale Plan. The culvert cannot be sloped against the drainage flow nor shall it be sloped more than 0.10 feet in the direction of the drainage flow. Swale must flow in the right direction Sec. 300.01.c1 Sec. 300.01 c1The tolerance on the final swale elevations, compared to the Swale Plan, is plus or minus a tenth of a foot and must demonstrate positive fall in the direction described in the swale plan.
GRAVITY SEWER TEST	06/24/2024	APPROVED - AS NOTED	MGIBSON
Note: THIS WAS A VIRTUAL INSPECTION
SEWER TIE IN	06/24/2024	APPROVED - AS NOTED	MGIBSON
Note: THIS WAS A VIRTUAL INSPECTION
ELECTRIC - EARLY POWER	06/18/2024	APPROVED	RSIMS
Note: 6/18/24: FPL emailed to release power. Inspector Notes from Inspection 2170 Emailed FPL @ 2pm
ROW- PRE-APRON (PRE-POUR)	06/13/2024	APPROVED	TPOLACEK
Note: 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.
PEP TANK INSTALLATION REQUEST	05/29/2024	APPROVED	CBOWERMASTER
INSULATION	05/28/2024	APPROVED	BTAYLOR
Note: Inspector Notes from Inspection 2320 5/20/24: Check notes from All Rough at Insulation Inspection. Inspector Notes from Inspection 2420 5-17-24 All of the following needed by insulation inspectcion Revision needed (see note 6 1. NAIL PLATES FOR PLUMBING P2603.2.1 PROTECTION AGAINST PHYSICAL DAMAGE. AND SHALL EXTEND NO LESS THAN 2 inches ABOVE SOLE PLATES AND BELOW TOP PLATES, (MUST BE MINIMUM OF 0.0575 inch., 1.463mm, 16 GAGE) 2. NAIL PLATES ELECTRIC 1 ¼ inches from the face of the member NEC 300.4 (Low voltage). 3. All metal boxes need to be ground FBC-R, E 3905.2 AND NEC.314.4 (low voltage) 4. DRYER DUCT NAIL PLATE M1502.5 FOR PROTECTION OF EXHAUST VENTS SHALL EXTEND 2 inches ABOVE SOLE PLATES AND BELOW TOP PLATES 5. Two forms of connections for bath exaust ducts DUCTS MUST BE SEALED: FBC, R-M1601.4.1 CONNECTIONS IN DUCTWORK SHALL BE SECURELY FASTENED AND SEALED 6. Need revision for windows (FL Product Approval numbers not matching) 4/17/24: As previously noted. You need to correct the PT to CMU wall condition at a minimum. The revision is also still required and MUST be complete prior to All Rough Inspection. Inspector Notes from Inspection 2460 4/16/24: Approved as noted to keep project moving. Must be complete prior to next inspection. Check at next inspection. Previous Item 2: Plan page P-3 shows the garage wall as a load bearing wall. The only detail for a wood bearing wall shown on Plan page P-6 requires sheathing attached. Contractor will be submitting a revision to have that requirement removed by the Engineer. Also, the PT to CMU anchoring requires 32" OC in the middle and the nuts need to be tightened as some are loose.
LATH/BRICK/ WATER BARRIER	05/20/2024	APPROVED - AS NOTED	RSIMS
Note: 5/20/24: Check notes from All Rough at Insulation Inspection. Inspector Notes from Inspection 2420 5-17-24 All of the following needed by insulation inspectcion Revision needed (see note 6 1. NAIL PLATES FOR PLUMBING P2603.2.1 PROTECTION AGAINST PHYSICAL DAMAGE. AND SHALL EXTEND NO LESS THAN 2 inches ABOVE SOLE PLATES AND BELOW TOP PLATES, (MUST BE MINIMUM OF 0.0575 inch., 1.463mm, 16 GAGE) 2. NAIL PLATES ELECTRIC 1 ¼ inches from the face of the member NEC 300.4 (Low voltage). 3. All metal boxes need to be ground FBC-R, E 3905.2 AND NEC.314.4 (low voltage) 4. DRYER DUCT NAIL PLATE M1502.5 FOR PROTECTION OF EXHAUST VENTS SHALL EXTEND 2 inches ABOVE SOLE PLATES AND BELOW TOP PLATES 5. Two forms of connections for bath exaust ducts DUCTS MUST BE SEALED: FBC, R-M1601.4.1 CONNECTIONS IN DUCTWORK SHALL BE SECURELY FASTENED AND SEALED 6. Need revision for windows (FL Product Approval numbers not matching) 4/17/24: As previously noted. You need to correct the PT to CMU wall condition at a minimum. The revision is also still required and MUST be complete prior to All Rough Inspection. Inspector Notes from Inspection 2460 4/16/24: Approved as noted to keep project moving. Must be complete prior to next inspection. Check at next inspection. Previous Item 2: Plan page P-3 shows the garage wall as a load bearing wall. The only detail for a wood bearing wall shown on Plan page P-6 requires sheathing attached. Contractor will be submitting a revision to have that requirement removed by the Engineer. Also, the PT to CMU anchoring requires 32" OC in the middle and the nuts need to be tightened as some are loose.
ALL ROUGH	05/17/2024	APPROVED - AS NOTED	LMILLER
Note: 5-17-24 All of the following needed by insulation inspectcion Revision needed (see note 6 1. NAIL PLATES FOR PLUMBING P2603.2.1 PROTECTION AGAINST PHYSICAL DAMAGE. AND SHALL EXTEND NO LESS THAN 2 inches ABOVE SOLE PLATES AND BELOW TOP PLATES, (MUST BE MINIMUM OF 0.0575 inch., 1.463mm, 16 GAGE) 2. NAIL PLATES ELECTRIC 1 ¼ inches from the face of the member NEC 300.4 (Low voltage). 3. All metal boxes need to be ground FBC-R, E 3905.2 AND NEC.314.4 (low voltage) 4. DRYER DUCT NAIL PLATE M1502.5 FOR PROTECTION OF EXHAUST VENTS SHALL EXTEND 2 inches ABOVE SOLE PLATES AND BELOW TOP PLATES 5. Two forms of connections for bath exaust ducts DUCTS MUST BE SEALED: FBC, R-M1601.4.1 CONNECTIONS IN DUCTWORK SHALL BE SECURELY FASTENED AND SEALED 6. Need revision for windows (FL Product Approval numbers not matching) 4/17/24: As previously noted. You need to correct the PT to CMU wall condition at a minimum. The revision is also still required and MUST be complete prior to All Rough Inspection. Inspector Notes from Inspection 2460 4/16/24: Approved as noted to keep project moving. Must be complete prior to next inspection. Check at next inspection. Previous Item 2: Plan page P-3 shows the garage wall as a load bearing wall. The only detail for a wood bearing wall shown on Plan page P-6 requires sheathing attached. Contractor will be submitting a revision to have that requirement removed by the Engineer. Also, the PT to CMU anchoring requires 32" OC in the middle and the nuts need to be tightened as some are loose.
ROOF VALLEY & METAL	05/06/2024	APPROVED	RSIMS
Note: 5/3/2024 - PREVIOUS INSPECTION NOTES 5/3/24: 1). 5" x 5" flashing is not sealed as required. It will need to be sealed/taped directly to the sheathing/CMU wall as required by the manufacturer. Cannot be sealed to underlayment or tyvek. 4/17/2024 - PREVIOUS INSPECTION NOTES 4/17/24: As previously noted. You need to correct the PT to CMU wall condition at a minimum. The revision is also still required and MUST be complete prior to All Rough Inspection. Inspector Notes from Inspection 2460 4/16/24: Approved as noted to keep project moving. Must be complete prior to next inspection. Check at next inspection. Previous Item 2: Plan page P-3 shows the garage wall as a load bearing wall. The only detail for a wood bearing wall shown on Plan page P-6 requires sheathing attached. Contractor will be submitting a revision to have that requirement removed by the Engineer. Also, the PT to CMU anchoring requires 32" OC in the middle and the nuts need to be tightened as some are loose. 4/15/2024 - PREVIOUS INSPECTION NOTES 4/15/24: 1). Need piles of trash & debris cleaned up and placed in dumpster to make site safe for inspection. 2). Load bearing wall is incomplete. No sheathing installed as required on plan detail. 3). Over valley framing to the left of entry door is missing straps at the top 2" x 4"s. 4/17/24: As previously noted. You need to correct the PT to CMU wall condition at a minimum. The revision is also still required and MUST be complete prio to All Rough Inspection. Inspector Notes from Inspection 2460 4/16/24: Approved as noted to keep project moving. Must be complete prior to next inspection. Check at next inspection. Previous Item 2: Plan page P-3 shows the garage wall as a load bearing wall. The only detail for a wood bearing wall shown on Plan page P-6 requires sheathing attached. Contractor will be submitting a revision to have that requirement removed by the Engineer. Also, the PT to CMU anchoring requires 32" OC in the middle and the nuts need to be tightened as some are loose. 4/15/2024 - PREVIOUS INSPECTION NOTES 4/15/24: 1). Need piles of trash & debris cleaned up and placed in dumpster to make site safe for inspection. 2). Load bearing wall is incomplete. No sheathing installed as required on plan detail. 3). Over valley framing to the left of entry door is missing straps at the top 2" x 4"s.
ROOF VALLEY & METAL	05/03/2024	Disapproved - NO FEE	RSIMS
Note: 5/3/24: 1). 5" x 5" flashing is not sealed as required. It will need to be sealed/taped directly to the sheathing/CMU wall as required by the manufacturer. Cannot be sealed to underlayment or tyvek. 4/17/2024 - PREVIOUS INSPECTION NOTES 4/17/24: As previously noted. You need to correct the PT to CMU wall condition at a minimum. The revision is also still required and MUST be complete prior to All Rough Inspection. Inspector Notes from Inspection 2460 4/16/24: Approved as noted to keep project moving. Must be complete prior to next inspection. Check at next inspection. Previous Item 2: Plan page P-3 shows the garage wall as a load bearing wall. The only detail for a wood bearing wall shown on Plan page P-6 requires sheathing attached. Contractor will be submitting a revision to have that requirement removed by the Engineer. Also, the PT to CMU anchoring requires 32" OC in the middle and the nuts need to be tightened as some are loose. 4/15/2024 - PREVIOUS INSPECTION NOTES 4/15/24: 1). Need piles of trash & debris cleaned up and placed in dumpster to make site safe for inspection. 2). Load bearing wall is incomplete. No sheathing installed as required on plan detail. 3). Over valley framing to the left of entry door is missing straps at the top 2" x 4"s. 4/17/24: As previously noted. You need to correct the PT to CMU wall condition at a minimum. The revision is also still required and MUST be complete prio to All Rough Inspection. Inspector Notes from Inspection 2460 4/16/24: Approved as noted to keep project moving. Must be complete prior to next inspection. Check at next inspection. Previous Item 2: Plan page P-3 shows the garage wall as a load bearing wall. The only detail for a wood bearing wall shown on Plan page P-6 requires sheathing attached. Contractor will be submitting a revision to have that requirement removed by the Engineer. Also, the PT to CMU anchoring requires 32" OC in the middle and the nuts need to be tightened as some are loose. 4/15/2024 - PREVIOUS INSPECTION NOTES 4/15/24: 1). Need piles of trash & debris cleaned up and placed in dumpster to make site safe for inspection. 2). Load bearing wall is incomplete. No sheathing installed as required on plan detail. 3). Over valley framing to the left of entry door is missing straps at the top 2" x 4"s.
ROOF VALLEY & METAL	04/17/2024	Disapproved -FEE REQUIRED	RSIMS
Note: 4/17/24: As previously noted. You need to correct the PT to CMU wall condition at a minimum. The revision is also still required and MUST be complete prior to All Rough Inspection. Inspector Notes from Inspection 2460 4/16/24: Approved as noted to keep project moving. Must be complete prior to next inspection. Check at next inspection. Previous Item 2: Plan page P-3 shows the garage wall as a load bearing wall. The only detail for a wood bearing wall shown on Plan page P-6 requires sheathing attached. Contractor will be submitting a revision to have that requirement removed by the Engineer. Also, the PT to CMU anchoring requires 32" OC in the middle and the nuts need to be tightened as some are loose. 4/15/2024 - PREVIOUS INSPECTION NOTES 4/15/24: 1). Need piles of trash & debris cleaned up and placed in dumpster to make site safe for inspection. 2). Load bearing wall is incomplete. No sheathing installed as required on plan detail. 3). Over valley framing to the left of entry door is missing straps at the top 2" x 4"s. 4/17/24: As previously noted. You need to correct the PT to CMU wall condition at a minimum. The revision is also still required and MUST be complete prio to All Rough Inspection. Inspector Notes from Inspection 2460 4/16/24: Approved as noted to keep project moving. Must be complete prior to next inspection. Check at next inspection. Previous Item 2: Plan page P-3 shows the garage wall as a load bearing wall. The only detail for a wood bearing wall shown on Plan page P-6 requires sheathing attached. Contractor will be submitting a revision to have that requirement removed by the Engineer. Also, the PT to CMU anchoring requires 32" OC in the middle and the nuts need to be tightened as some are loose. 4/15/2024 - PREVIOUS INSPECTION NOTES 4/15/24: 1). Need piles of trash & debris cleaned up and placed in dumpster to make site safe for inspection. 2). Load bearing wall is incomplete. No sheathing installed as required on plan detail. 3). Over valley framing to the left of entry door is missing straps at the top 2" x 4"s.
ROOF SHEATHING / BRACES/TIES/DOWN CELL	04/16/2024	APPROVED - AS NOTED	RSIMS
Note: 4/16/24: Approved as noted to keep project moving. Must be complete prior to next inspection. Check at next inspection. Previous Item 2: Plan page P-3 shows the garage wall as a load bearing wall. The only detail for a wood bearing wall shown on Plan page P-6 requires sheathing attached. Contractor will be submitting a revision to have that requirement removed by the Engineer. Also, the PT to CMU anchoring requires 32" OC in the middle and the nuts need to be tightened as some are loose. 4/15/2024 - PREVIOUS INSPECTION NOTES 4/15/24: 1). Need piles of trash & debris cleaned up and placed in dumpster to make site safe for inspection. 2). Load bearing wall is incomplete. No sheathing installed as required on plan detail. 3). Over valley framing to the left of entry door is missing straps at the top 2" x 4"s.
WALL SHEATHING	04/15/2024	APPROVED	RSIMS
ROOF SHEATHING / BRACES/TIES/DOWN CELL	04/15/2024	Disapproved - NO FEE	RSIMS
Note: 4/15/24: 1). Need piles of trash & debris cleaned up and placed in dumpster to make site safe for inspection. 2). Load bearing wall is incomplete. No sheathing installed as required on plan detail. 3). Over valley framing to the left of entry door is missing straps at the top 2" x 4"s.
FOUND SURVEY APPROVED (OFFICE)	04/01/2024	APPROVED	TBAKER
TIE BEAM / LINTEL	03/28/2024	APPROVED	RSIMS
MONOLITHIC SLAB	03/11/2024	APPROVED	BTAYLOR
PLUMBING 1ST ROUGH UNDERGROUND	03/06/2024	APPROVED	MGIBSON
ELECTRIC TEMP POLE	02/21/2024	APPROVED	MKRASKI
ELECTRIC TEMP POLE	02/21/2024	APPROVED - AS NOTED	MKRASKI
Note: Emailed FPL @ 2pm
WATER METER INSTALLATION REQUEST	02/13/2024	APPROVED	BVITALE

Review History

Department	Status	Date In	Date Out
MECH	COMPLETE	03/31/2025	03/31/2025
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
MECH	HOLD	03/19/2025	03/24/2025
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 2023 8Th edition
BADMIN	INFORMATION	11/26/2024	11/26/2024
Note: Marked INFORMATION By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM please label pdf as final survey
BLD	COMPLETE	05/17/2024	05/22/2024
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
MECH	COMPLETE	05/10/2024	05/16/2024
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
ZON	COMPLETE	05/10/2024	05/10/2024
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
BLD	COMPLETE	05/09/2024	05/09/2024
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
BLD	HOLD	05/03/2024	05/07/2024
Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. Plan needs to be digitally signed and sealed.
ENGIN1	COMPLETE	04/01/2024	04/01/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	04/01/2024	04/01/2024
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
BLD	COMPLETE	02/29/2024	03/05/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
BLD	HOLD	02/23/2024	02/29/2024
Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM Field Density Test Reports by themselves not accepted. Tests must be accompanied by a signed and sealed inspection and certification letter by the geotechnical engineer of record. Engineer’s letter to confirm the following: Site clearing / over excavation was completed and inspected by engineer prior to the placement of fill and engineer confirms clearing and over excavation work is acceptable. Engineer to confirm fill materials were suitable and within specifications. Engineer to confirm the required number and location of field density tests were completed. Engineer to include certification statement in accordance with Florida Administrative Code 61G15-18.011 (4)
BLD	COMPLETE	02/01/2024	02/06/2024
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
ZON	COMPLETE	01/26/2024	01/26/2024
Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM
ELEC	COMPLETE	01/26/2024	01/26/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
BLD	COMPLETE	01/26/2024	01/26/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
SWALE	COMPLETE	01/17/2024	02/26/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ENGIN1	HOLD	01/16/2024	01/16/2024
Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Survey and site plan are not readable. Please reload them.
ELEC	HOLD	01/16/2024	01/17/2024
Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. Need correct outlet spacing in bed 4. NEC 2017 210.52
ZON	HOLD	01/16/2024	01/16/2024
Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM REPEAT COMMENT: Site plan must show ac pad location Cannot have identical houses repeat within four lots of each other Site plan/survey copy is very blurry. Please submit a clear copy
SW1	COMPLETE	01/16/2024	01/26/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	HOLD	01/16/2024	01/17/2024
Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM REPEAT COMMENT: Cannot have identical houses repeat within four lots of each other
ENGIN1	COMPLETE	01/16/2024	01/17/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
BLD	COMPLETE	12/28/2023	12/28/2023
Note: Released By: JPI
CUSVC	COMPLETE	12/28/2023	12/29/2023
Note: Released By: CYNTHIA SCHWEERS - - CSCHWEERS@PALMCOASSTGOV.COM
ELEC	HOLD	12/28/2023	12/29/2023
Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. Need correct outlet spacing in bed 4. NEC 2017 210.52
ENGIN1	HOLD	12/28/2023	12/29/2023
Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Survey and site plan are not readable. Please reload them.
GAS	CANCEL	12/28/2023	12/29/2023
LOCATE	COMPLETE	12/28/2023	01/02/2024
Note: Released By: TONI CHURCHILL - - TCHURCHILL@PALMCOASTGOV.COM
MECH	COMPLETE	12/28/2023	01/04/2024
Note: Released By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@PALMCOASTGOV.COM
SW1	HOLD	12/28/2023	01/04/2024
Note: Held By: JEFF CREWS - - JCREWS@PALMCOASTGOV.COM Can not read this site plan to review, please send a more clear site plan
ZON	HOLD	12/28/2023	12/29/2023
Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Site plan must show ac pad location Cannot have identical houses repeat within four lots of each other Site plan/survey copy is very blurry. Please submit a clear copy
BADMIN	COMPLETE	12/28/2023	12/29/2023
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
PLAN REVIEW - REVISION	¤32.50	03/31/2025
REINSPECTION RESIDENTIAL	¤40.00	03/31/2025
REINSPECTION RESIDENTIAL	¤40.00	03/31/2025
CONNECTION FEES	¤1,187.26	02/01/2024
FC IMPACT FEE EMS	¤62.00	02/01/2024
IMPACT FEE FIRE	¤428.09	02/01/2024
FC IMPACT FEE LAW ENFORCEMENT	¤218.00	02/01/2024
FC IMPACT FEE LIBRARY	¤268.00	02/01/2024
IMPACT FEE PARKS	¤1,800.99	02/01/2024
IMPACT FEE SCHOOL	¤5,450.00	02/01/2024
IMPACT FEE TRANSPORTATION	¤1,862.00	02/01/2024
WATER -IRRIGATION INSPECTION	¤25.00	02/01/2024
WATER -IRRIGATION INSPECTION	¤25.00	02/01/2024
SURCHARGE FS 533.721	¤4.54	02/01/2024
SURCHARGE - FS 468.631	¤6.82	02/01/2024
SW ENG - FOUNDATION SURVEY	¤20.00	02/01/2024
SW ENG INSPECTION 80	¤80.00	02/01/2024
SW ENG PRE APRON	¤30.00	02/01/2024
SW ENG - REVIEW 20	¤20.00	02/01/2024
SW ENG RES REVIEW 200	¤200.00	02/01/2024
SEWER CREDIT	(¤850.00)	02/01/2024
SEWER INSPECTION	¤25.00	02/01/2024
SEWER CAPITAL FACILITY	¤5,441.03	02/01/2024
WATER CAPITAL FACILITY FEE	¤3,994.51	02/01/2024
SITE PLAN 30	¤30.00	02/01/2024
WATER-METER	¤514.49	02/01/2024
WATER- TURN ON	¤25.00	02/01/2024
WATER- TURN ON	¤25.00	02/01/2024
ADJUSTMENT 50%	(¤802.19)	02/01/2024
ADMINISTRATIVE RESIDENTIAL	¤30.00	02/01/2024
INSPECTION - RESIDENTIAL	¤1,226.50	02/01/2024
PLAN REVIEW - RESIDENTIAL	¤347.88	02/01/2024
Fees	Total Due: ¤0.00	Total Paid: ¤21,807.42