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Permit #2025061001
Permit Details
Status: COED
| Parcel Id: 07-11-31-7060-00170-0070 |
| CONDITIONED SPACE: 1809 sqft |
| GARAGE: 406 sqft |
| OPENED PORCH (WITH ROOF) : 33 sqft |
| Total Square Footage: 2248 sqft |
| Block: 00170 |
| Subdivision: 7060 - |
| Job Phone: 239-571-5325 |
| Location Address: 12 SLIPPER FLOWER PATH E |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 08/22/2025 |
| NOC: RECORDED |
| Applicant name: RYAN SCOTT DAVIS |
| Owner: SYNERGY HOMES LLC |
|
Address 581 NW MERCANTILE PLACE PORT SAINT LUCIE, FL 34986 |
|
Address SUITE 106 PORT SAINT LUCIE, FL 34986 |
| Lot: 0070 |
| Contracted Stated Job Value: ¤200,000.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
SYNERGY HOMES, LLC
| Status | Location Address | State License Number |
| ACTIVE |
1 HARGROVE GRADE, SUITE B1 PALM COAST, FL 32137 |
CBC1254289 (Exp: 08/31/2026) |
Sub Contractors
TERRY BRICE DICKERSON
| Status | Location Address | State License Number | Phone |
| ACTIVE |
4300 ST JOHN'S PARKWAY ALPHARETTA, GA 30009 |
CCC1326209 (Exp: 08/31/2026) | 407-548-6733 |
MICHAEL FRANK MORELLO
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
2 HARGROVE GRADE PALM COAST, FL 32164 |
CAC1819466 (Exp: 08/31/2026) | 386-445-5023 | 386-446-4614 |
WILLIAM FRANK DUDLEY JR.
| Status | Location Address | State License Number | Phone |
| ACTIVE |
P.O. BOX 978 Bunnell, FL 32110 |
EC0003177 (Exp: 08/31/2026) | (386)437-3068 |
ANTONIO VINCENZO DAHM
| Status | Location Address | State License Number | Phone |
| ACTIVE |
10 RYBAR LANE PALM COAST, FL 32164 |
CFC1429951 (Exp: 08/31/2026) | 386-237-5692 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 03/13/2026 | APPROVED | CVANSTRAHLEN |
| Note: 3/12/2026 - PREVIOUS INSPECTION NOTES Items from previous inspection not been solved Total 5 Items 3/9/2026 - PREVIOUS INSPECTION NOTES Please fix items before next inspection #1- Garage door motor dont work ( door dont open or close ) #2-Seal penentration on Pep tank conduit ( wall ) #3- ODU needs to be 3" from finished grade FBCR M1305.1.4.1 #4-MIssing bolts and washers on garage jam (a few bolts are loose) #5-M1502.4.7 Exhaust duct required. Where space for a clothes dryer is provided, an exhaust duct system shall be installed. Where the clothes dryer is not installed at the time of occupancy the exhaust duct shall be capped or plugged in the space in which it originates and identified and marked “future use.” 3/5/2026 - PREVIOUS INSPECTION NOTES cancelled by text | |||
| BLD - BUILDING FINAL | 03/12/2026 | Disapproved -FEE REQUIRED | CVANSTRAHLEN |
| Note: Items from previous inspection not been solved Total 5 Items 3/9/2026 - PREVIOUS INSPECTION NOTES Please fix items before next inspection #1- Garage door motor dont work ( door dont open or close ) #2-Seal penentration on Pep tank conduit ( wall ) #3- ODU needs to be 3" from finished grade FBCR M1305.1.4.1 #4-MIssing bolts and washers on garage jam (a few bolts are loose) #5-M1502.4.7 Exhaust duct required. Where space for a clothes dryer is provided, an exhaust duct system shall be installed. Where the clothes dryer is not installed at the time of occupancy the exhaust duct shall be capped or plugged in the space in which it originates and identified and marked “future use.” 3/5/2026 - PREVIOUS INSPECTION NOTES cancelled by text | |||
| BLD - BUILDING FINAL | 03/09/2026 | Disapproved - NO FEE | CVANSTRAHLEN |
| Note: Please fix items before next inspection #1- Garage door motor dont work ( door dont open or close ) #2-Seal penentration on Pep tank conduit ( wall ) #3- ODU needs to be 3" from finished grade FBCR M1305.1.4.1 #4-MIssing bolts and washers on garage jam (a few bolts are loose) #5-M1502.4.7 Exhaust duct required. Where space for a clothes dryer is provided, an exhaust duct system shall be installed. Where the clothes dryer is not installed at the time of occupancy the exhaust duct shall be capped or plugged in the space in which it originates and identified and marked “future use.” 3/5/2026 - PREVIOUS INSPECTION NOTES cancelled by text | |||
| BLD - BUILDING FINAL | 03/05/2026 | CANCELLED BY APPLICANT | CVANSTRAHLEN |
| Note: cancelled by text | |||
| ROW - FINAL APRON (AFTER POUR) | 03/05/2026 | APPROVED | FSLADISH |
| Note: 3/4/26 AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. IT IS THE BUILDER'S AND/OR HOMEOWNER’S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. | |||
| ROW - STORMWATER FINAL | 03/05/2026 | APPROVED | FSLADISH |
| Note: 3/4/26 REQUIRED SOD CORRECTION COMPLETED AT THE TIME OF THIS INSPECTION. AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. IT IS THE BUILDER'S AND/OR HOMEOWNER’S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. ________________________________________________________________________________________________________________________________ *** INSPECTORS NOTE. THERE IS A HIGH SPOT OUTLINED IN PAINT THAT NEEDS TO BE LOWERED TO ALLOW POSITIVE DRAINAGE FLOW. THERE IS A BARE EARTH AREA THAT NEEDS TO BE SODDED JUST OFF RIGHT SIDE PROPERTY LINE NEAR PEP TANK , ALSO OUTLINED IN PAINT BEFORE ROW FINAL PASSAGE. *** | |||
| U -UTILITY RESIDENTIAL FINAL | 03/05/2026 | FINAL APPROVED | BWRIGHT |
| Note: Inspector Notes from Inspection 9035 No CC, No IRR | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 03/04/2026 | APPROVED | FSLADISH |
| Note: 2/20/2026 - PREVIOUS INSPECTION NOTES 2/20/26 YOUR SURVEY SHOWS YOUR REAR MIDDLE TO LEFT SIDE WITH A FLAT ELEVATION OF 26.70. DRAINAGE WILL POOL HERE AND NOT HAVE POSITIVE REAR TO FRONT SWALE FLOW. YOU WILL NEED TO MAKE CORRECTIONS IN THE FIELD TO REFLECT POSITIVE DRAINAGE FLOW TO MEET COPC MINIMUM STANDARDS. SEE PHOTO FOR REFERENCE. | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 03/04/2026 | APPROVED | FSLADISH |
| Note: 3/4/26 UPON WALKING PROPERTY DETERMINED DRAINAGE OVERALL WORKS. AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. IT IS THE BUILDER'S AND/OR HOMEOWNER’S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. *** INSPECTORS NOTE. THERE IS A HIGH SPOT OUTLINED IN PAINT THAT NEEDS TO BE LOWERED TO ALLOW POSITIVE DRAINAGE FLOW. THERE IS A BARE EARTH AREA THAT NEEDS TO BE SODDED JUST OFF RIGHT SIDE PROPERTY LINE NEAR PEP TANK , ALSO OUTLINED IN PAINT BEFORE ROW FINAL PASSAGE. *** | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 02/20/2026 | Disapproved - NO FEE | FSLADISH |
| Note: 2/20/26 YOUR SURVEY SHOWS YOUR REAR MIDDLE TO LEFT SIDE WITH A FLAT ELEVATION OF 26.70. DRAINAGE WILL POOL HERE AND NOT HAVE POSITIVE REAR TO FRONT SWALE FLOW. YOU WILL NEED TO MAKE CORRECTIONS IN THE FIELD TO REFLECT POSITIVE DRAINAGE FLOW TO MEET COPC MINIMUM STANDARDS. SEE PHOTO FOR REFERENCE. | |||
| ELECTRIC - EARLY POWER | 02/02/2026 | APPROVED - AS NOTED | BTAYLOR |
| Note: 2-2-26 1. Emailed FPL at 2:16. | |||
| ELECTRIC - EARLY POWER | 01/28/2026 | CANCELLED BY APPLICANT | WEB |
| GRAVITY SEWER TEST | 01/23/2026 | APPROVED | BTAYLOR |
| Note: Inspector Notes from Inspection 2060 FBC3303.5 SWALE BLOCKED | |||
| SEWER TIE IN | 01/23/2026 | APPROVED | BTAYLOR |
| Note: Inspector Notes from Inspection 2060 FBC3303.5 SWALE BLOCKED | |||
| ROW- PRE-APRON (PRE-POUR) | 01/22/2026 | APPROVED | FSLADISH |
| Note: 1/22/26 PIPE INVERT IS GOOD AT THIS INSPECTION. BUILDER REFER TO CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. . IF FIBERGLASS OPTION IS USED, BUILDER REQUIRED TO USE 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED DOCUMENTATION OF THE ( FRC) CONTAINING THE FIBERGLASS MUST BE ATTACHED TO THE PERMIT PRIOR TO REQUESTING AN AFTER-POUR INSPECTION. 8.b. IF MESH OPTION IS USED, IT SHALL BE IN PLACE AT THE TIME OF THE PRE-POUR AT THE TIME OF THE INSPECTION READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK SITE FOR ANY STANDING WATER. ALSO VERIFY PIPE ELEVATION HAS NOT CHANGED. NO EXPANSION JOINTS ALLOWED, AT THE TIME OF THIS INSPECTION ALL MINIMUM COPC REQUIREMENTS ARE MET. BUILDER TO BE HELD 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. 1/20/2026 - PREVIOUS INSPECTION NOTES 1/20/26 YOUR CULVERT PIPE IS OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM AT THE TIME OF THIS INSPECTION. YOU ALSO WILL NEED TO FILL IN AROUND PIPE HALFWAY UP (SPRING LINE) AND GET RID OF ALL CHUNKS OF ROCKS AND ASPHALT IN POUR AREA. IT NEED TO BE CLEAN AND COMPACTED. ROADSIDE SWALE AND CULVERT SET WITHIN 0.10 Section 300.01 C(3) V-17 3) 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 of a foot in thedirection of the drainage flow. RESIDENTIAL DRIVEWAYS SECTION 900.04 "A) Residential driveways entering upon a paved City street shall be constructed of portland cement concrete, or of such other rigid paving material as the City Engineer may approve, shall be a minimum of ten feet [10') wide at the right-of-way line and sixteen feet (16') wide at the roadway edge. That widening may be provided by a taper. Driveway shoulder within the road right-of-way shall be a minimum of two feet (2') in width and shall be stabilized and sodded. Driveway thickness on the right-of-way shall be either six inches (6"") on firmly compacted subgrade of clean granular material or five inches (5"") on three inches (3"") of limerock or shell base. This concrete thickness may be reduced by one inch (1"") by the addition of 6""x 6"" re-mesh or fiber mesh concrete reinforcing wire. Culvert pipe shall be of the size and set in the location (horizontal and vertical) established by the City and required by the permit. Mitered or tapered end sections are required on driveway pipes, except where otherwise approved by the City Engineer. Culvert pipes with less than twelve inches (12"") of cover below the bottom of driveway pavement to the top of pipe shall either be constructed of reinforced concrete or encased in concrete from the middle of the pipe to the bottom of the concrete driveway. For driveways entering upon a cul-de-sac and for driveways entering a flag lot the minimum width at the roadway edge and the placement of the culvert pipe will be modified to best suit the actual conditions at the site. Existing residential driveways, cut or destroyed by utility installation may be re-constructed to the same section as that original driveway with prior approval from the City. All residential driveways are required to be permitted, in accordance with the above criteria." * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL DRAWING 300. E "CULVERT TO BE CENTERED ON DRIVEWAY. CULVERT SHALL BE CONCRETE ENCASED TO SPRING LINE AND AT LEAST 12"" ON EACH SIDE SEE SECTION B-B. Sec 300.E" | |||
| ROW- PRE-APRON (PRE-POUR) | 01/20/2026 | Disapproved -FEE REQUIRED | FSLADISH |
| Note: 1/20/26 YOUR CULVERT PIPE IS OUT OF TOLERANCE TO THE SWALE PLAN DIAGRAM AT THE TIME OF THIS INSPECTION. YOU ALSO WILL NEED TO FILL IN AROUND PIPE HALFWAY UP (SPRING LINE) AND GET RID OF ALL CHUNKS OF ROCKS AND ASPHALT IN POUR AREA. IT NEED TO BE CLEAN AND COMPACTED. ROADSIDE SWALE AND CULVERT SET WITHIN 0.10 Section 300.01 C(3) V-17 3) 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 of a foot in thedirection of the drainage flow. RESIDENTIAL DRIVEWAYS SECTION 900.04 "A) Residential driveways entering upon a paved City street shall be constructed of portland cement concrete, or of such other rigid paving material as the City Engineer may approve, shall be a minimum of ten feet [10') wide at the right-of-way line and sixteen feet (16') wide at the roadway edge. That widening may be provided by a taper. Driveway shoulder within the road right-of-way shall be a minimum of two feet (2') in width and shall be stabilized and sodded. Driveway thickness on the right-of-way shall be either six inches (6"") on firmly compacted subgrade of clean granular material or five inches (5"") on three inches (3"") of limerock or shell base. This concrete thickness may be reduced by one inch (1"") by the addition of 6""x 6"" re-mesh or fiber mesh concrete reinforcing wire. Culvert pipe shall be of the size and set in the location (horizontal and vertical) established by the City and required by the permit. Mitered or tapered end sections are required on driveway pipes, except where otherwise approved by the City Engineer. Culvert pipes with less than twelve inches (12"") of cover below the bottom of driveway pavement to the top of pipe shall either be constructed of reinforced concrete or encased in concrete from the middle of the pipe to the bottom of the concrete driveway. For driveways entering upon a cul-de-sac and for driveways entering a flag lot the minimum width at the roadway edge and the placement of the culvert pipe will be modified to best suit the actual conditions at the site. Existing residential driveways, cut or destroyed by utility installation may be re-constructed to the same section as that original driveway with prior approval from the City. All residential driveways are required to be permitted, in accordance with the above criteria." * RESIDENTIAL CONCRETE DRIVEWAY CULVERT DETAIL DRAWING 300. E "CULVERT TO BE CENTERED ON DRIVEWAY. CULVERT SHALL BE CONCRETE ENCASED TO SPRING LINE AND AT LEAST 12"" ON EACH SIDE SEE SECTION B-B. Sec 300.E" | |||
| PEP TANK INSTALLATION REQUEST | 01/15/2026 | APPROVED | CBOWERMASTER |
| U-CROSS CONNECTION | 01/15/2026 | APPROVED - AS NOTED | BHAINES |
| Note: No CC, No IRR | |||
| INSULATION | 01/09/2026 | APPROVED | BTAYLOR |
| LATH/BRICK/ WATER BARRIER | 01/07/2026 | APPROVED | BTAYLOR |
| Note: Inspector Notes from Inspection 2420 1/6/26 1. Missing 1 panel on SGD at time of inspection | |||
| ALL ROUGH | 01/05/2026 | APPROVED - AS NOTED | MCONTRYMAN |
| Note: 1/6/26 1. Missing 1 panel on SGD at time of inspection | |||
| WALL SHEATHING | 12/30/2025 | APPROVED | BTAYLOR |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 12/30/2025 | APPROVED | BTAYLOR |
| ROOF VALLEY & METAL | 12/30/2025 | APPROVED | BTAYLOR |
| TIE BEAM / LINTEL | 11/14/2025 | APPROVED | KSANDOE |
| Note: 11/13/2025 - PREVIOUS INSPECTION NOTES | |||
| TIE BEAM / LINTEL | 11/13/2025 | CANCELLED BY APPLICANT | BTAYLOR |
| MONOLITHIC SLAB | 11/05/2025 | APPROVED | KSANDOE |
| PLUMBING 1ST ROUGH UNDERGROUND | 10/21/2025 | APPROVED - AS NOTED | MGIBSON |
| Note: FBC3303.5 SWALE BLOCKED | |||
| FORMBOARD SURVEY (OFFICE USE ONLY) | 10/16/2025 | APPROVED | RRICKS |
| GEOTECHNICAL REPORT APPROVAL (OFFICE USE) | 09/30/2025 | APPROVED | PKNAPIK |
| WATER METER INSTALLATION REQUEST | 09/16/2025 | APPROVED | CBOWERMASTER |
Review History
| Department | Status | Date In | Date Out |
| BLD | COMPLETE | 12/01/2025 | 12/04/2025 |
| Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 10/14/2025 | 10/16/2025 |
| Note: Released By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 10/14/2025 | 10/14/2025 |
| Note: Released By: SCOTT THOMAS - (386)986-3780 - STHOMAS@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 09/30/2025 | 09/30/2025 |
| Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 06/24/2025 | 07/10/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| BADMIN | COMPLETE | 06/23/2025 | 06/26/2025 |
| Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 06/23/2025 | 06/26/2025 |
| Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM | |||
| CUSVC | COMPLETE | 06/23/2025 | 06/26/2025 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 06/23/2025 | 06/30/2025 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 06/23/2025 | 06/24/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 06/23/2025 | 06/25/2025 |
| LOCATE | COMPLETE | 06/23/2025 | 06/24/2025 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 06/23/2025 | 06/25/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 06/23/2025 | 06/27/2025 |
| Note: Released By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 06/23/2025 | 06/26/2025 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| RSI REINSPECTION 1 | ¤35.00 | 03/16/2026 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 03/16/2026 |
| CONTRACTOR CHANGE | ¤20.00 | 03/16/2026 |
| FC IMPACT FEE EMS | ¤62.00 | 08/22/2025 |
| IMPACT FEE FIRE | ¤434.51 | 08/22/2025 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 08/22/2025 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 08/22/2025 |
| IMPACT FEE PARKS | ¤1,828.01 | 08/22/2025 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 08/22/2025 |
| IMPACT FEE TRANSPORTATION | ¤1,916.00 | 08/22/2025 |
| PEP TANK INSTALL | ¤756.74 | 08/22/2025 |
| WATER- TURN ON | ¤50.00 | 08/22/2025 |
| ADJUSTMENT 10% | (¤120.20) | 08/22/2025 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 08/22/2025 |
| INSPECTION - RESIDENTIAL | ¤913.00 | 08/22/2025 |
| PLAN REVIEW - RESIDENTIAL | ¤258.96 | 08/22/2025 |
| WASTEWATER MAIN EXTENSION IMPA | ¤2,385.00 | 08/22/2025 |
| SURCHARGE FS 533.721 | ¤10.82 | 08/22/2025 |
| SURCHARGE - FS 468.631 | ¤16.23 | 08/22/2025 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 08/22/2025 |
| SW ENG INSPECTION 80 | ¤80.00 | 08/22/2025 |
| SW ENG PRE APRON | ¤30.00 | 08/22/2025 |
| SW ENG - REVIEW 20 | ¤20.00 | 08/22/2025 |
| SW ENG RES REVIEW 200 | ¤200.00 | 08/22/2025 |
| WATER METER W/ TAP | ¤2,326.93 | 08/22/2025 |
| WASTEWATER PERM INSPECTION | ¤80.00 | 08/22/2025 |
| WASTEWATER PERM REVIEW | ¤25.00 | 08/22/2025 |
| SEWER CAPITAL FACILITY | ¤4,415.00 | 08/22/2025 |
| WATER CAPITAL FACILITY FEE | ¤3,790.49 | 08/22/2025 |
| WATER PERMIT REVIEW | ¤25.00 | 08/22/2025 |
| WATER MAIN EXTENSION IMPACT | ¤917.27 | 08/22/2025 |
| SITE PLAN 30 | ¤30.00 | 08/22/2025 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤26,531.76 |