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Permit #2023081004
Permit Details
Status: COED
| Parcel Id: 07-11-31-7058-00340-0120 |
| GARAGE: 698 sqft |
| CONDITIONED SPACE: 2398 sqft |
| OPENED PORCH (WITH ROOF) : 293 sqft |
| Total Square Footage: 3389 sqft |
| Block: 00340 |
| Subdivision: 0 - |
| Job Phone: 407-912-8154 |
| Location Address: 9 SERBIAN BELLFLOWER TR |
| Type: DU - DUPLEX |
| Issue Date: 09/28/2023 |
| NOC: RECORDED |
| Applicant name: JUAN CARLOS HENAO-ARISTIZABAL |
| Owner: RELIABLE BUILDING SOLUTIONS LLC |
|
Address 69 CARRIAGE CREEK WAY ORMOND BEACH, FL 32174 |
| Lot: 0120 |
| Contracted Stated Job Value: ¤270,000.00 |
| Job Description: Duplex |
| Type: CN |
Contractor
QUEST ROOFING & CONSTRUCTION, LLC
| Status | Location Address | State License Number | Phone |
| ACTIVE |
69 CARRIAGE CREEK WAY ORMOND BEACH, FL 32174 |
CGC1525988 (Exp: 08/31/2026) | 407-912-8154 |
Sub Contractors
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 |
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 |
JUAN CARLOS GONZALEZ
| Status | Location Address | State License Number |
| ACTIVE |
1328 COUNTY ROAD 308 CRESCENT CITY, FL 32112 |
RF11067806 (Exp: 08/31/2027) |
JUAN CARLOS HENAO-ARISTIZABAL
| Status | Location Address | State License Number | Phone |
| ACTIVE |
69 CARRIAGE CREEK WAY ORMOND BEACH, FL 32174 |
CCC1331523 (Exp: 08/31/2026) | 407-912-8154 |
Inspection History
| Type | Request Date | Result | Inspector |
| U-CROSS CONNECTION | 12/19/2024 | APPROVED | BWRIGHT |
| BLD - BUILDING FINAL | 12/11/2024 | FINAL APPROVED | BTAYLOR |
| Note: 12/10/2024 - PREVIOUS INSPECTION NOTES 12-10-24 1. Unit A no hot water. 2. Unit A front bedroom switched outlet has open neutral. 3. Unit B Guest bathroom sink no hot water. | |||
| BLD - BUILDING FINAL | 12/10/2024 | Disapproved - NO FEE | BTAYLOR |
| Note: 12-10-24 1. Unit A no hot water. 2. Unit A front bedroom switched outlet has open neutral. 3. Unit B Guest bathroom sink no hot water. | |||
| U -UTILITY RESIDENTIAL FINAL | 12/10/2024 | FINAL APPROVED | BWRIGHT |
| ROW - FINAL INSPECTION | 11/22/2024 | APPROVED | FSLADISH |
| Note: 11/22/24 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. ________________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 11/14/24 MET WITH GRADER ON SITE TWO SMALL AREAS IN QUESTION OUTLINED IN WHITE PAINT ON SURVEY ARE MINOR AND WILL BE CORRECTED BEFORE ROW FINAL INSPECTION APPROVING FIELD SURVEY AS NOTED. Inspector Notes from Inspection 9463 11/14/24 MET WITH GRADER ON SITE TWO SMALL AREAS IN QUESTION ON SURVEY ARE MINOR AND WILL BE CORRECTED BEFORE ROW FINAL INSPECTION APPROVING AS NOTED SURVEY WILL PASS. DUE TO MINOR CHANGES WILL ACCEPT THIS SURVEY. _______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9200 11/14/24 MEETING WITH GRADER.. 11/14/24 MET WITH GRADER ON SITE TWO SMALL AREAS IN QESTION ON SURVEY ARE MINOR AND WILL BE CORRECTED BEFORE ROW FINAL INSPECTION APPROVING AS NOTED SURVEY WILL PASS. 11/13/2024 - PREVIOUS INSPECTION NOTES 11/13/24 YOUR LEFT SIDE/ REAR ELEVATIONS SHOW YOU ARE DRAINING STRAIGHT DOWN ONTO THE ADJOINING PROPERTY. Rear yard will be drained Sec 300.01 Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Flooding or draining onto adjacent properties will not be allowed. Inspector Notes from Inspection 9270 8/19/24 PIPE ELEVATIONS ARE GOOD (LEFT FLAT 3.99). READY TO POUR AT THE TIME OF THIS INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. | |||
| ROW - FINAL APRON (AFTER POUR) | 11/22/2024 | APPROVED | FSLADISH |
| Note: 11/22/24 PIPE ELEVATION IS GOOD, CUTS ARE MADE, CULVERT CLEAR, HOT PATCH COMPLETE. 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 9465 11/14/24 MET WITH GRADER ON SITE TWO SMALL AREAS IN QUESTION OUTLINED IN WHITE PAINT ON SURVEY ARE MINOR AND WILL BE CORRECTED BEFORE ROW FINAL INSPECTION APPROVING FIELD SURVEY AS NOTED. Inspector Notes from Inspection 9463 11/14/24 MET WITH GRADER ON SITE TWO SMALL AREAS IN QUESTION ON SURVEY ARE MINOR AND WILL BE CORRECTED BEFORE ROW FINAL INSPECTION APPROVING AS NOTED SURVEY WILL PASS. DUE TO MINOR CHANGES WILL ACCEPT THIS SURVEY. _______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9200 11/14/24 MEETING WITH GRADER.. 11/14/24 MET WITH GRADER ON SITE TWO SMALL AREAS IN QESTION ON SURVEY ARE MINOR AND WILL BE CORRECTED BEFORE ROW FINAL INSPECTION APPROVING AS NOTED SURVEY WILL PASS. 11/13/2024 - PREVIOUS INSPECTION NOTES 11/13/24 YOUR LEFT SIDE/ REAR ELEVATIONS SHOW YOU ARE DRAINING STRAIGHT DOWN ONTO THE ADJOINING PROPERTY. Rear yard will be drained Sec 300.01 Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Flooding or draining onto adjacent properties will not be allowed. Inspector Notes from Inspection 9270 8/19/24 PIPE ELEVATIONS ARE GOOD (LEFT FLAT 3.99). READY TO POUR AT THE TIME OF THIS INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. | |||
| ROW- PROJECT STATUS | 11/14/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 11/14/24 MEETING WITH GRADER.. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 11/14/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 11/14/24 MET WITH GRADER ON SITE TWO SMALL AREAS IN QUESTION ON SURVEY ARE MINOR AND WILL BE CORRECTED BEFORE ROW FINAL INSPECTION APPROVING AS NOTED SURVEY WILL PASS. DUE TO MINOR CHANGES WILL ACCEPT THIS SURVEY. _______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9200 11/14/24 MEETING WITH GRADER.. 11/14/24 MET WITH GRADER ON SITE TWO SMALL AREAS IN QESTION ON SURVEY ARE MINOR AND WILL BE CORRECTED BEFORE ROW FINAL INSPECTION APPROVING AS NOTED SURVEY WILL PASS. 11/13/2024 - PREVIOUS INSPECTION NOTES 11/13/24 YOUR LEFT SIDE/ REAR ELEVATIONS SHOW YOU ARE DRAINING STRAIGHT DOWN ONTO THE ADJOINING PROPERTY. Rear yard will be drained Sec 300.01 Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Flooding or draining onto adjacent properties will not be allowed. Inspector Notes from Inspection 9270 8/19/24 PIPE ELEVATIONS ARE GOOD (LEFT FLAT 3.99). READY TO POUR AT THE TIME OF THIS INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 11/14/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 11/14/24 MET WITH GRADER ON SITE TWO SMALL AREAS IN QUESTION OUTLINED IN WHITE PAINT ON SURVEY ARE MINOR AND WILL BE CORRECTED BEFORE ROW FINAL INSPECTION APPROVING FIELD SURVEY AS NOTED. Inspector Notes from Inspection 9463 11/14/24 MET WITH GRADER ON SITE TWO SMALL AREAS IN QUESTION ON SURVEY ARE MINOR AND WILL BE CORRECTED BEFORE ROW FINAL INSPECTION APPROVING AS NOTED SURVEY WILL PASS. DUE TO MINOR CHANGES WILL ACCEPT THIS SURVEY. _______________________________________________________________________________________________________________________ Inspector Notes from Inspection 9200 11/14/24 MEETING WITH GRADER.. 11/14/24 MET WITH GRADER ON SITE TWO SMALL AREAS IN QESTION ON SURVEY ARE MINOR AND WILL BE CORRECTED BEFORE ROW FINAL INSPECTION APPROVING AS NOTED SURVEY WILL PASS. 11/13/2024 - PREVIOUS INSPECTION NOTES 11/13/24 YOUR LEFT SIDE/ REAR ELEVATIONS SHOW YOU ARE DRAINING STRAIGHT DOWN ONTO THE ADJOINING PROPERTY. Rear yard will be drained Sec 300.01 Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Flooding or draining onto adjacent properties will not be allowed. Inspector Notes from Inspection 9270 8/19/24 PIPE ELEVATIONS ARE GOOD (LEFT FLAT 3.99). READY TO POUR AT THE TIME OF THIS INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 11/13/2024 | Disapproved - NO FEE | FSLADISH |
| Note: 11/13/24 YOUR LEFT SIDE/ REAR ELEVATIONS SHOW YOU ARE DRAINING STRAIGHT DOWN ONTO THE ADJOINING PROPERTY. Rear yard will be drained Sec 300.01 Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale, unless the Topographic Survey/Lot Grading Plan demonstrates a rear yard drainage system with an appropriate outfall. Flooding or draining onto adjacent properties will not be allowed. Inspector Notes from Inspection 9270 8/19/24 PIPE ELEVATIONS ARE GOOD (LEFT FLAT 3.99). READY TO POUR AT THE TIME OF THIS INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. | |||
| ELECTRIC - EARLY POWER | 09/10/2024 | APPROVED - AS NOTED | BTAYLOR |
| Note: 9/6/2024 - PREVIOUS INSPECTION NOTES 9-6-24 1. Meter boxes are not labeled. 2. Porch lights front and rear hanging. 3. B unit garage lights need to have water proof covers on them. 9-10-24 1. Emailed FPL at 12:34. | |||
| ELECTRIC - EARLY POWER | 09/06/2024 | Disapproved - NO FEE | BTAYLOR |
| Note: 9-6-24 1. Meter boxes are not labeled. 2. Porch lights front and rear hanging. 3. B unit garage lights need to have water proof covers on them. | |||
| ROW- PRE-APRON (PRE-POUR) | 08/19/2024 | APPROVED - AS NOTED | FSLADISH |
| Note: 8/19/24 PIPE ELEVATIONS ARE GOOD (LEFT FLAT 3.99). READY TO POUR AT THE TIME OF THIS INSPECTION. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL BEFORE POURING. DOUBLE CHECK CULVERT ELEVATIONS At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. | |||
| U - SEWER TIE IN | 07/19/2024 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| GRAVITY SEWER TEST | 07/19/2024 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| LATH/BRICK/ WATER BARRIER | 03/28/2024 | APPROVED | BTAYLOR |
| Note: 3/25/2024 - PREVIOUS INSPECTION NOTES 3/25/24: Walked with Superintendent. 1). Back lanai outlet boxes installed are not designed for stucco application so they will need to be wrapped with stucco stop or wire lath. 2). Ufer ground needs an outlet type box with a blank cover to provide future access as required. 3). Holes in CMU wall for romex and low voltage wires need wire lath over openings. | |||
| LATH/BRICK/ WATER BARRIER | 03/25/2024 | Disapproved - NO FEE | RSIMS |
| Note: 3/25/24: Walked with Superintendent. 1). Back lanai outlet boxes installed are not designed for stucco application so they will need to be wrapped with stucco stop or wire lath. 2). Ufer ground needs an outlet type box with a blank cover to provide future access as required. 3). Holes in CMU wall for romex and low voltage wires need wire lath over openings. | |||
| INSULATION | 03/04/2024 | APPROVED | BTAYLOR |
| Note: 3/1/2024 - PREVIOUS INSPECTION NOTES 3-1-24 1. Need to leave can of foam that was used to seal all top plate penatrations. Need to check to see that it is fire resistant. | |||
| INSULATION | 03/01/2024 | Disapproved - NO FEE | BTAYLOR |
| Note: 3-1-24 1. Need to leave can of foam that was used to seal all top plate penatrations. Need to check to see that it is fire resistant. | |||
| ALL ROUGH | 02/26/2024 | APPROVED | BTAYLOR |
| Note: 2/1/24: Firewall Nailing Inspection was for firewall section above the cinderblock wall. Lower portion Firewall nailing will be inspected during All Rough Inspection. | |||
| FIREWALL FINAL | 02/05/2024 | APPROVED | BTAYLOR |
| Note: Inspector Notes from Inspection 2443 2/1/24: Inspection was for firewall section above the cinderblock wall. Lower portion Firewall nailing will be inspected during All Rough Inspection. 1/25/2024 - PREVIOUS INSPECTION NOTES | |||
| FIREWALL DRYWALL NAILING | 02/01/2024 | APPROVED - AS NOTED | RSIMS |
| Note: 2/1/24: Inspection was for firewall section above the cinderblock wall. Lower portion Firewall nailing will be inspected during All Rough Inspection. 1/25/2024 - PREVIOUS INSPECTION NOTES | |||
| FIREWALL DRYWALL NAILING | 01/25/2024 | CANCELLED BY APPLICANT | BTAYLOR |
| FIREWALL FRAMING | 01/19/2024 | APPROVED | BTAYLOR |
| ROOF VALLEY & METAL | 01/19/2024 | APPROVED | BTAYLOR |
| WALL SHEATHING | 01/16/2024 | APPROVED | BTAYLOR |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 01/16/2024 | APPROVED | BTAYLOR |
| FOUND SURVEY APPROVED (OFFICE) | 01/05/2024 | APPROVED | TBAKER |
| TIE BEAM / LINTEL | 01/04/2024 | APPROVED | BTAYLOR |
| WATER METER INSTALLATION REQUEST | 12/27/2023 | APPROVED | BVITALE |
| MONOLITHIC SLAB | 12/15/2023 | APPROVED | BTAYLOR |
| PLUMBING 1ST ROUGH UNDERGROUND | 12/12/2023 | APPROVED | BTAYLOR |
Review History
| Department | Status | Date In | Date Out |
| ENGIN1 | COMPLETE | 01/05/2024 | 01/05/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | CANCEL | 01/04/2024 | 01/05/2024 |
| ZON | COMPLETE | 01/04/2024 | 01/05/2024 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 09/06/2023 | 09/27/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 09/06/2023 | 09/08/2023 |
| Note: Released By: JPI | |||
| ZON | COMPLETE | 09/06/2023 | 09/06/2023 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 09/06/2023 | 09/06/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 09/06/2023 | 09/19/2023 |
| Note: Released By: ROBERT GROSS - (386)986-4769 - RGROSS@PALMCOASTGOV.COM | |||
| BLD | HOLD | 08/18/2023 | 08/20/2023 |
| Note: Held By: JPI 1. Per City Truss Submittal Requirements dated April 15, 2023, provide the truss plan packet signed and sealed by a licensed design professional including a completed shop drawing approval stamp on the truss cover sheet. | |||
| CUSVC | COMPLETE | 08/18/2023 | 08/18/2023 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 08/18/2023 | 08/21/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 08/18/2023 | 08/18/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 08/18/2023 | 08/23/2023 |
| LOCATE | COMPLETE | 08/18/2023 | 08/21/2023 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 08/18/2023 | 08/23/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 08/18/2023 | 08/18/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | HOLD | 08/18/2023 | 08/22/2023 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Driveways must be a minimum of 16ft in width House doesn't meet rear setback of 10ft. Due to the layout of this duplex it has two fronts and two rears for it must meet a 25 front setback and a 10ft rear All windows and doors facing right of way must have banding. Banding placed around the windows and doors visible from the right-of-way, golf course, canals, lakes, or other similar highly visible areas. Window shutters may substitute for banding. Need another form of articulation. Building massing shall be implemented by use of techniques that reduce the appearance of high building density or bulk. At least one massing treatment, in addition to the articulation requirement, shall be included for each 50 linear feet of wall that exceeds 50 feet in length. A base course or plinth course; banding, moldings, or stringcourses; quoins; oriels; cornices; arches; balconies; brackets; shutters; keystones; dormers; louvers as part of the exterior wall construction. Quoins and banding shall wrap around the corners of the structure for at least two feet. | |||
| BADMIN | COMPLETE | 08/18/2023 | 08/21/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| SW ENG REINSPECTION 20 | ¤20.00 | 12/12/2024 |
| SW ENG - REVIEW 20 | ¤20.00 | 09/28/2023 |
| SW ENG RES REVIEW 200 | ¤200.00 | 09/28/2023 |
| TRANS IMPACT FEE ADMIN | ¤84.36 | 09/28/2023 |
| TRANS IMPACT FEE ADMIN | (¤84.36) | 09/28/2023 |
| SEWER CREDIT | (¤4,587.68) | 09/28/2023 |
| SEWER INSPECTION | ¤25.00 | 09/28/2023 |
| SEWER CAPITAL FACILITY | ¤10,689.64 | 09/28/2023 |
| WATER CREDIT | (¤195.07) | 09/28/2023 |
| WATER CAPITAL FACILITY FEE | ¤7,847.76 | 09/28/2023 |
| SITE PLAN 30 | ¤30.00 | 09/28/2023 |
| WATER- TURN ON | ¤50.00 | 09/28/2023 |
| ADJUSTMENT 50% | (¤556.86) | 09/28/2023 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 09/28/2023 |
| INSPECTION - RESIDENTIAL | ¤844.25 | 09/28/2023 |
| PLAN REVIEW - RESIDENTIAL | ¤239.46 | 09/28/2023 |
| CONNECTION FEES | ¤2,332.52 | 09/28/2023 |
| FIRE IMPACT FEE ADMIN | ¤25.23 | 09/28/2023 |
| FIRE IMPACT FEE ADMIN | (¤25.23) | 09/28/2023 |
| FC IMPACT FEE EMS | ¤124.00 | 09/28/2023 |
| IMPACT FEE FIRE | ¤841.04 | 09/28/2023 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤436.00 | 09/28/2023 |
| FC IMPACT FEE LIBRARY | ¤536.00 | 09/28/2023 |
| IMPACT FEE PARKS | ¤3,538.30 | 09/28/2023 |
| IMPACT FEE SCHOOL | ¤10,900.00 | 09/28/2023 |
| IMPACT FEE TRANSPORTATION | ¤2,812.00 | 09/28/2023 |
| WATER -IRRIGATION INSPECTION | ¤50.00 | 09/28/2023 |
| PARKS IMPACT FEE ADMIN | ¤106.15 | 09/28/2023 |
| PARKS IMPACT FEE ADMIN | (¤106.15) | 09/28/2023 |
| SURCHARGE FS 533.721 | ¤5.57 | 09/28/2023 |
| SURCHARGE - FS 468.631 | ¤8.35 | 09/28/2023 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 09/28/2023 |
| SW ENG INSPECTION 80 | ¤80.00 | 09/28/2023 |
| SW ENG PRE APRON | ¤30.00 | 09/28/2023 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤36,370.28 |