I want to search for...
Permit #2024020165
Permit Details
Status: COED
| Parcel Id: 07-11-31-7057-00370-0270 |
| CONDITIONED SPACE: 2582 sqft |
| GARAGE: 407 sqft |
| OPENED PORCH (WITH ROOF) : 53 sqft |
| OPENED PORCH (WITH ROOF) : 68 sqft |
| Total Square Footage: 3110 sqft |
| Block: 00370 |
| Subdivision: 2123 - SECTION 57-ULYSSES TREES |
| Job Phone: 904-531-5923 |
| Location Address: 82 UPSHIRE PATH |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 03/07/2024 |
| NOC: RECORDED |
| Applicant name: TAVARIS JEROME DAVIS |
| Owner: BRIGHTLAND HOMES OF FLORIDA LLC |
|
Address 15725 N DALLAS PARKWAY SUITE 300 ADDISON, TX 75001 |
| Lot: 0270 |
| Contracted Stated Job Value: ¤250,000.00 |
| Job Description: Single Family Construction |
| Type: CN |
Contractor
BRIGHTLAND HOMES OF FLORIDA, LLC
| Status | Location Address | Mailing Address | State License Number | Phone |
| ACTIVE |
3505 EAST FRONTAGE RD ADDISON, TX 75001 |
STE 145 TAMPA, FL 33607 |
CBC1267320 (Exp: 08/31/2026) | 904-531-5923 |
Sub Contractors
LARRY LAVON TURNAGE
| Status | Location Address | State License Number | Phone |
| CANCEL |
531 CODISCO WAY SANFORD, FL 32771 |
CMC1249777 (Exp: 08/31/2024) | 407-333-2665 |
DUSTIN L ESTEP
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
2041 N HIAWASSEE RD APOPKA, FL 32703 |
CCC1330971 (Exp: 08/31/2026) | 407-702-0206 | 352-988-6629 |
OLIN MARSHALL CANNON
| Status | Location Address | State License Number | Phone |
| INACTIVE |
1794 ROGERO RD #2 JACKSONVILLE, FL 32211 |
CFC1426140 (Exp: 08/31/2026) | 904-343-4344 |
JAMES E LINTON
| Status | Location Address | State License Number | Phone |
| ACTIVE |
200 COLLEGE DR ORANGE PARK, FL 32065 |
EC0001152 (Exp: 08/31/2026) | 904-272-0272 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 02/12/2025 | FINAL APPROVED | BTAYLOR |
| Note: 2/11/2025 - PREVIOUS INSPECTION NOTES 2-11-25 1. Toilet down stairs does not flush. 2. Air handler lines need to be sealed where they enter ceiling. 2/5/2025 - PREVIOUS INSPECTION NOTES Repair to the swale areas across the street & next to the job site damaged by Contractor vehicle traffic will be required prior to Building Final approval. | |||
| BLD - BUILDING FINAL | 02/11/2025 | Disapproved - NO FEE | BTAYLOR |
| Note: 2-11-25 1. Toilet down stairs does not flush. 2. Air handler lines need to be sealed where they enter ceiling. 2/5/2025 - PREVIOUS INSPECTION NOTES Repair to the swale areas across the street & next to the job site damaged by Contractor vehicle traffic will be required prior to Building Final approval. | |||
| ROW - FINAL APRON (AFTER POUR) | 02/11/2025 | APPROVED | FSLADISH |
| Note: 2/11/25 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. ___________________________________________________________________________________________________________________________ 2/5/2025 - PREVIOUS INSPECTION NOTES 2/5/25 CM ASKED TO PLEASE CANCEL INSPECTION. | |||
| ROW - STORMWATER FINAL | 02/11/2025 | APPROVED | FSLADISH |
| Note: 2/11/25 THERE ARE A FEW PIECES OF TRASH YOU STILL NEED TO PICK UP. AS A COURTESY I AM GOING TO APPROVE THIS ROW FINAL. PLEASE MAKE SURE ALL TRASH IS PICKED UP. 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. | |||
| U -UTILITY RESIDENTIAL FINAL | 02/05/2025 | FINAL APPROVED | BWRIGHT |
| ROW - FINAL APRON (AFTER POUR) | 02/05/2025 | CANCELLED BY APPLICANT | FSLADISH |
| Note: 2/5/25 CM ASKED TO PLEASE CANCEL INSPECTION. | |||
| BLD - BUILDING FINAL | 02/05/2025 | CANCELLED BY APPLICANT | BTAYLOR |
| Note: Repair to the swale areas across the street & next to the job site damaged by Contractor vehicle traffic will be required prior to Building Final approval. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 02/04/2025 | APPROVED | FSLADISH |
| Note: 2/4/25 CORRECTIONS MADE AT THE TIME OF THIS INSPECTION. ______________________________________________________________________________________________________________________ 11/27/2024 - PREVIOUS INSPECTION NOTES 11/27/24 YOU NEED TO HAVE ONE TENTH OF FALL DOWN THE PROPERTY LINES ON BOTH SIDES. LEFT SIDE IS INCONSISTENT. RIGHT SIDE SHOWS A HIGH POINT IN AREA OF THE REAR OF THE STRUCTURE AT PROPERTY LINE OF 23.95. Elevations every 20 ft off the property lines Sec 300.01D2 Sec 300.01 D2 The elevations on all adjacent identified (e.g. vacant or improved etc.) properties at a minimum of 20 foot intervals on a 10 foot offset outside the property lines. All undeveloped properties must be properly identified on the site plan and Final Survey. There must be sufficient elevation shots to indicate the intended drainage pattern. Inspector Notes from Inspection 9270 10/17/24 MET WITH BRANDON THE GRADER SUB AND REMEASURED THE LEFT SIDE CULVERT PIPE END FROM EDGE OF ROAD. DUE TO IT BEING IN THE CURVE AND ASPHALT GONE FROM THE EDGE, AFTER DIGGING DOWN AND FINDING THE LIME ROCK BASE MEASURED THE CULVERT PIPE TO BE ROUGHLY 4" OFF FROM THE REQUIRED 8' FROM EDGE OF ROAD. DUE TO THE FACT THAT IT IS IN THE CURVE, I AM GOING TO ALLOW THIS VARIATION DUE TO THE FACT THAT I SPOKE WITH BRANDON AND HE WILL BE ABLE TO SLIGHTLY MOVE THE SWALE INCREMENTALLY AND MATCH IT BACK TO 8' FROM EDGEOF PAVEMENT BEFORE THE LEFT SIDE ADJOINING PROPERTY LINE. SPOKE TO NICK CM AND ADVISED HIM OF MY DECISION. PIPE IS GOOD (21.85 FLAT) 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 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. TICKET OF CONCRETE MIX DESIGN SHALL BE UPLOADED INTO PERMIT PORTAL. 8.a. IF FIBERGLASS OPTION IS USED, 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. APPROVING AS NOTED. 10/16/2024 - PREVIOUS INSPECTION NOTES 10/15/2024 - PREVIOUS INSPECTION NOTES 10/15/24 YOUR CULVERT PIPE IS OUT OF TOLERANCE OF OUR SWALE PLAN DIAGRAM DISTANCE REQUIREMENT OF 8 FOOT FROM THE EDGE OF PAVEMENT TO THE MIDDLE BOTTOM OF THE CULVERT PIPE END. PLEASE SEE PHOTO FOR REFERENCE. PLEASE RESET CULVERT PIPE AT REQUIRED DISTANCE FROM THE EDGE OF THE ROAD. | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 02/04/2025 | APPROVED | FSLADISH |
| Note: 2/4/25 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. INSPECTORS NOTE. YOU WILL BE REQUIRED TO SOD BARE AREA IN FRONT RIGHT SWALE AND ALONG PROPERTY LINE TO INCLUDE AT THE REAR RIGHT BARE AREA. WHERE IT HAS BEEN DISTURBED. | |||
| U-CROSS CONNECTION | 12/17/2024 | APPROVED | BWRIGHT |
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 11/27/2024 | Disapproved - NO FEE | FSLADISH |
| Note: 11/27/24 YOU NEED TO HAVE ONE TENTH OF FALL DOWN THE PROPERTY LINES ON BOTH SIDES. LEFT SIDE IS INCONSISTENT. RIGHT SIDE SHOWS A HIGH POINT IN AREA OF THE REAR OF THE STRUCTURE AT PROPERTY LINE OF 23.95. Elevations every 20 ft off the property lines Sec 300.01D2 Sec 300.01 D2 The elevations on all adjacent identified (e.g. vacant or improved etc.) properties at a minimum of 20 foot intervals on a 10 foot offset outside the property lines. All undeveloped properties must be properly identified on the site plan and Final Survey. There must be sufficient elevation shots to indicate the intended drainage pattern. Inspector Notes from Inspection 9270 10/17/24 MET WITH BRANDON THE GRADER SUB AND REMEASURED THE LEFT SIDE CULVERT PIPE END FROM EDGE OF ROAD. DUE TO IT BEING IN THE CURVE AND ASPHALT GONE FROM THE EDGE, AFTER DIGGING DOWN AND FINDING THE LIME ROCK BASE MEASURED THE CULVERT PIPE TO BE ROUGHLY 4" OFF FROM THE REQUIRED 8' FROM EDGE OF ROAD. DUE TO THE FACT THAT IT IS IN THE CURVE, I AM GOING TO ALLOW THIS VARIATION DUE TO THE FACT THAT I SPOKE WITH BRANDON AND HE WILL BE ABLE TO SLIGHTLY MOVE THE SWALE INCREMENTALLY AND MATCH IT BACK TO 8' FROM EDGEOF PAVEMENT BEFORE THE LEFT SIDE ADJOINING PROPERTY LINE. SPOKE TO NICK CM AND ADVISED HIM OF MY DECISION. PIPE IS GOOD (21.85 FLAT) 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 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. TICKET OF CONCRETE MIX DESIGN SHALL BE UPLOADED INTO PERMIT PORTAL. 8.a. IF FIBERGLASS OPTION IS USED, 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. APPROVING AS NOTED. 10/16/2024 - PREVIOUS INSPECTION NOTES 10/15/2024 - PREVIOUS INSPECTION NOTES 10/15/24 YOUR CULVERT PIPE IS OUT OF TOLERANCE OF OUR SWALE PLAN DIAGRAM DISTANCE REQUIREMENT OF 8 FOOT FROM THE EDGE OF PAVEMENT TO THE MIDDLE BOTTOM OF THE CULVERT PIPE END. PLEASE SEE PHOTO FOR REFERENCE. PLEASE RESET CULVERT PIPE AT REQUIRED DISTANCE FROM THE EDGE OF THE ROAD. | |||
| ROW- PRE-APRON (PRE-POUR) | 10/17/2024 | APPROVED - AS NOTED | FSLADISH |
| Note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a. IF FIBERGLASS OPTION IS USED, 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. APPROVING AS NOTED. 10/16/2024 - PREVIOUS INSPECTION NOTES 10/15/2024 - PREVIOUS INSPECTION NOTES 10/15/24 YOUR CULVERT PIPE IS OUT OF TOLERANCE OF OUR SWALE PLAN DIAGRAM DISTANCE REQUIREMENT OF 8 FOOT FROM THE EDGE OF PAVEMENT TO THE MIDDLE BOTTOM OF THE CULVERT PIPE END. PLEASE SEE PHOTO FOR REFERENCE. PLEASE RESET CULVERT PIPE AT REQUIRED DISTANCE FROM THE EDGE OF THE ROAD. | |||
| ROW- PRE-APRON (PRE-POUR) | 10/16/2024 | CANCELLED BY APPLICANT | FSLADISH |
| Note: 10/16/24 RECEIVED TEXT FROM NICK TO PLEASE CANCEL INSPECTION. __________________________________________________________________________________________________________________________ 10/15/2024 - PREVIOUS INSPECTION NOTES 10/15/24 YOUR CULVERT PIPE IS OUT OF TOLERANCE OF OUR SWALE PLAN DIAGRAM DISTANCE REQUIREMENT OF 8 FOOT FROM THE EDGE OF PAVEMENT TO THE MIDDLE BOTTOM OF THE CULVERT PIPE END. PLEASE SEE PHOTO FOR REFERENCE. PLEASE RESET CULVERT PIPE AT REQUIRED DISTANCE FROM THE EDGE OF THE ROAD. | |||
| ROW- PRE-APRON (PRE-POUR) | 10/15/2024 | Disapproved -FEE REQUIRED | FSLADISH |
| Note: 10/15/24 YOUR CULVERT PIPE IS OUT OF TOLERANCE OF OUR SWALE PLAN DIAGRAM DISTANCE REQUIREMENT OF 8 FOOT FROM THE EDGE OF PAVEMENT TO THE MIDDLE BOTTOM OF THE CULVERT PIPE END. PLEASE SEE PHOTO FOR REFERENCE. PLEASE RESET CULVERT PIPE AT REQUIRED DISTANCE FROM THE EDGE OF THE ROAD. Pipe not 8 ft/5 ft from road edge or missing 22 degree Elbow Swale Plan #2 Swale Plan #2. The swale centerline is typically located 8 feet from the edge of pavement, 5 feet from e.o.p. in cul de sacs. Culverts in cul de sacs may require a 22.5° elbow. | |||
| ELECTRIC - EARLY POWER | 09/05/2024 | APPROVED - AS NOTED | BTAYLOR |
| Note: Inspector Notes from Inspection 2200 8/12/2024 - PREVIOUS INSPECTION NOTES 8-12-24 1. No sleeve for SER cable. 8-30-24 1. Emailed FPL at 2:42. 9-5-24 1. Emailed FPL at 3:24. | |||
| ELECTRIC-TUG | 08/30/2024 | APPROVED - AS NOTED | BTAYLOR |
| Note: 8/12/2024 - PREVIOUS INSPECTION NOTES 8-12-24 1. No sleeve for SER cable. 8-30-24 1. Emailed FPL at 2:42. | |||
| ELECTRIC-TUG | 08/12/2024 | Disapproved - NO FEE | BTAYLOR |
| Note: 8-12-24 1. No sleeve for SER cable. | |||
| GRAVITY SEWER TEST | 08/12/2024 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| SEWER TIE IN | 08/12/2024 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| LATH/BRICK/ WATER BARRIER | 07/23/2024 | APPROVED | BTAYLOR |
| LATH/BRICK/ WATER BARRIER | 06/27/2024 | APPROVED - AS NOTED | BTAYLOR |
| Note: Inspector Notes from Inspection 2420 Inspector Notes from Inspection 2467 5-29-24 1. Dumpster needs to be removed off of silt fence. 2. Silt fence needs to be repaired before next inspection. 6-24-24 1. Missing second story front window. 2. Holes in top of electrical panel need to have steel plugs installed. 6-27-24 1. Silt fence needs to be repaired on the right side of the house. | |||
| INSULATION | 06/27/2024 | APPROVED | BTAYLOR |
| Note: 6/26/2024 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2420 Inspector Notes from Inspection 2467 5-29-24 1. Dumpster needs to be removed off of silt fence. 2. Silt fence needs to be repaired before next inspection. 6-24-24 1. Missing second story front window. 2. Holes in top of electrical panel need to have steel plugs installed. 6-26-24 1. Holes in top of electrical panel need to have steel plugs installed. 2. Line set for air handler upstairs is not foamed. 3. Vent stack next to master shower not foamed at top or bottom. | |||
| INSULATION | 06/26/2024 | Disapproved - NO FEE | BTAYLOR |
| Note: Inspector Notes from Inspection 2420 Inspector Notes from Inspection 2467 5-29-24 1. Dumpster needs to be removed off of silt fence. 2. Silt fence needs to be repaired before next inspection. 6-24-24 1. Missing second story front window. 2. Holes in top of electrical panel need to have steel plugs installed. 6-26-24 1. Holes in top of electrical panel need to have steel plugs installed. 2. Line set for air handler upstairs is not foamed. 3. Vent stack next to master shower not foamed at top or bottom. | |||
| ALL ROUGH | 06/24/2024 | APPROVED - AS NOTED | BTAYLOR |
| Note: Inspector Notes from Inspection 2467 5-29-24 1. Dumpster needs to be removed off of silt fence. 2. Silt fence needs to be repaired before next inspection. 6-24-24 1. Missing second story front window. 2. Holes in top of electrical panel need to have steel plugs installed. | |||
| ROOF VALLEY & METAL | 05/29/2024 | APPROVED - AS NOTED | BTAYLOR |
| Note: 5-29-24 1. Dumpster needs to be removed off of silt fence. 2. Silt fence needs to be repaired before next inspection. | |||
| WALL SHEATHING | 05/21/2024 | APPROVED | BTAYLOR |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 05/21/2024 | APPROVED - AS NOTED | BTAYLOR |
| Note: 5-21-24 1. Garage header nail pattern is not correct. 2. Eyebrow has not been built. | |||
| FOUND SURVEY APPROVED (OFFICE) | 05/20/2024 | APPROVED | TBAKER |
| MONOLITHIC SLAB | 04/09/2024 | APPROVED | BTAYLOR |
| PLUMBING 1ST ROUGH UNDERGROUND | 04/03/2024 | APPROVED | MGIBSON |
| GEOTECHNICAL REPORT APPROVAL (OFFICE USE) | 04/02/2024 | APPROVED | JMUNSON |
| WATER METER INSTALLATION REQUEST | 03/22/2024 | APPROVED | BVITALE |
Review History
| Department | Status | Date In | Date Out |
| MECH | COMPLETE | 06/05/2024 | 06/10/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 05/20/2024 | 05/20/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| CUSVC | COMPLETE | 04/22/2024 | 04/23/2024 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ENGIN1 | HOLD | 04/22/2024 | 04/23/2024 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM COPC standards require that new slab elevation be within .83' of any adjacent slab. Please contact Ms. Jordan Meyers for more information - 386-986-4789 | |||
| ZON | COMPLETE | 04/22/2024 | 04/22/2024 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 04/01/2024 | 04/02/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 02/29/2024 | 03/05/2024 |
| Note: Released By: JPI | |||
| ELEC | COMPLETE | 02/29/2024 | 03/04/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 02/29/2024 | 02/29/2024 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 02/23/2024 | 02/23/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| ELEC | HOLD | 02/23/2024 | 02/29/2024 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 2. Need correct outlet spacing in bed 3. NEC 2020 210.52 | |||
| BLD | HOLD | 02/23/2024 | 02/25/2024 |
| Note: Held By: JPI ½ hour not approved 1. Provide specific product numbers including current revisions (i.e. 11473.# R6) for ALL products listed on Product Approval Specification Sheet. 2. Provide roof underlayment and shingle revision number on Florida Product Approval Specification Sheet that corresponds with the Roofing Worksheet; underlayment Florida Product Approval. The number on Roofing Worksheet does not include revision number. 107.2.4. Repeating comment. 3. Provide Florida Product Approval number for shutters. 107.2.4. Repeating comment. | |||
| BADMIN | COMPLETE | 02/23/2024 | 02/29/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 02/23/2024 | 02/23/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 02/23/2024 | 02/23/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 02/06/2024 | 03/25/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| BADMIN | HOLD | 02/05/2024 | 02/12/2024 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Provide complete truss plan submittal packet to include all of the following: A. Complete truss plan packet, signed and sealed by a Florida licensed professional engineer (the truss design engineer) B. Truss layout / placement plan from truss manufacturer C. Truss profile plan sheets for all trusses. D. Complete truss plan packet cover sheet or first page to include the design professional of record (building design engineer or architect) approval stamp indicating acceptance and approval of truss design (Not wet seal) (YOU ARE MISSING (D) THE STAMP FROM THE ENGINEER OF RECORD. YOU CANNOT SUBMIT A LETTER. THE APPROVAL STAMP NEEDS TO BE ON THE FIRST PAGE OF THE TRUSS PACKET OR TRUSS LAYOUT.) | |||
| BLD | HOLD | 02/05/2024 | 02/09/2024 |
| Note: Held By: JPI 1. City of Palm Coast Color and Material Sheet (form) appears OMITTED from submission. FBC 105 2. Provide specific product numbers including current revisions (i.e. 11473.# R6) for ALL products listed on Product Approval Specification Sheet; several have been OMITTED. 3. Provide roof underlayment and shingle revision number on Florida Product Approval Specification Sheet that corresponds with the Roofing Worksheet; underlayment Florida Product Approval number on Roofing Worksheet does not include revision number. 107.2.4 4. Provide Florida Product Approval number for shutters. 107.2.4 5. Architectural drawings do NOT have a signed seal by the Architect of Record/Engineer of Record. 6. Reference to 2023 Florida Residential Code, Section R302.3. 7. Provide elevation (height) for Second Floor on ALL Elevations. 107.3.5 8. Provide pitch/slopes of ALL roofs on the Elevations.. R802 | |||
| CUSVC | COMPLETE | 02/05/2024 | 02/08/2024 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ELEC | HOLD | 02/05/2024 | 02/06/2024 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. All outlets in laundry and garage need to be GFCI protected. NEC 2020 210.8 2. Need correct outlet spacing in bed 3. NEC 2020 210.52 3. Electrical riser diagram needs to include the surge protector. NEC 2020 230.67 4. Electrical load calcs are done by a different contractor thhats listed on your permit. | |||
| ENGIN1 | COMPLETE | 02/05/2024 | 02/06/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 02/05/2024 | 02/06/2024 |
| LOCATE | COMPLETE | 02/05/2024 | 02/06/2024 |
| Note: Released By: TONI CHURCHILL - - TCHURCHILL@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 02/05/2024 | 02/06/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 02/05/2024 | 02/06/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | HOLD | 02/05/2024 | 02/06/2024 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Landscape plan not for this address Site plan/survey missing lot square footage Site plan/survey states 1 story, plans are for a 2 story Block number incorrect within lot boundaries on site plan/survey |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| CONTRACTOR CHANGE | ¤20.00 | 02/04/2025 |
| SW ENG REINSPECTION 30 | ¤30.00 | 02/04/2025 |
| PLAN REVIEW - REVISION | ¤32.50 | 02/04/2025 |
| CONNECTION FEES | ¤1,187.26 | 03/07/2024 |
| SW ENG - REVIEW 20 | ¤20.00 | 03/07/2024 |
| SW ENG RES REVIEW 200 | ¤200.00 | 03/07/2024 |
| SEWER INSPECTION | ¤25.00 | 03/07/2024 |
| SEWER CAPITAL FACILITY | ¤5,441.03 | 03/07/2024 |
| WATER CAPITAL FACILITY FEE | ¤3,994.51 | 03/07/2024 |
| SITE PLAN 30 | ¤30.00 | 03/07/2024 |
| WATER- TURN ON | ¤25.00 | 03/07/2024 |
| ADJUSTMENT 50% | (¤830.43) | 03/07/2024 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 03/07/2024 |
| INSPECTION - RESIDENTIAL | ¤1,270.50 | 03/07/2024 |
| PLAN REVIEW - RESIDENTIAL | ¤360.36 | 03/07/2024 |
| CONTRACTOR CHANGE | ¤20.00 | 03/07/2024 |
| CONTRACTOR CHANGE | ¤20.00 | 03/07/2024 |
| FC IMPACT FEE EMS | ¤62.00 | 03/07/2024 |
| IMPACT FEE FIRE | ¤428.09 | 03/07/2024 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 03/07/2024 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 03/07/2024 |
| IMPACT FEE PARKS | ¤1,800.99 | 03/07/2024 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 03/07/2024 |
| IMPACT FEE TRANSPORTATION | ¤1,862.00 | 03/07/2024 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 03/07/2024 |
| SURCHARGE FS 533.721 | ¤8.30 | 03/07/2024 |
| SURCHARGE - FS 468.631 | ¤12.46 | 03/07/2024 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 03/07/2024 |
| SW ENG INSPECTION 80 | ¤80.00 | 03/07/2024 |
| SW ENG PRE APRON | ¤30.00 | 03/07/2024 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤22,140.57 |