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Permit #2025040150
Permit Details
Status: COED
| Parcel Id: 07-11-31-7057-00730-0070 |
| CONDITIONED SPACE: 1655 sqft |
| GARAGE: 473 sqft |
| OPENED PORCH (WITH ROOF) : 285 sqft |
| Total Square Footage: 2413 sqft |
| Block: 00730 |
| Subdivision: 7057 - |
| Job Phone: 352-433-8382 |
| Location Address: 259 ULLIAN TRL |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 05/28/2025 |
| NOC: RECORDED |
| Applicant name: ALFREDO E SCHEER |
| Owner: ESTELLA SPECS 9 LLC |
|
Address 2601 SOUTH BAYSHORE DRIVE COCONUT GROVE, FL 33133 |
|
Address 18TH FLOOR COCONUT GROVE, FL 33133 |
| Lot: 0070 |
| Contracted Stated Job Value: ¤258,000.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
ESTELA LIVING LLC
| Status | Location Address | State License Number | Phone |
| ACTIVE |
237 S. DIXIE HWY, 4TH FLOOR CORAL GABLES, FL 33133 |
CGC1534535 (Exp: 08/31/2026) | 352-433-8382 |
Sub Contractors
JOSEPH H STRADA JR
| Status | Location Address | State License Number | Phone |
| ACTIVE |
3400 ST JOHNS PKWY SANFORD, FL 32771 |
CAC043953 (Exp: 08/31/2026) | 877-906-1113 |
JOSEPH HORATIO STRADA JR
| Status | Location Address | State License Number | Phone |
| ACTIVE |
3400 ST JOHNS PARKWAY SANFORD, FL 32771 |
EC13003715 (Exp: 08/31/2026) | 877-906-1113 |
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 |
JUAN CARLOS GONZALEZ
| Status | Location Address | State License Number |
| ACTIVE |
1328 COUNTY ROAD 308 CRESCENT CITY, FL 32112 |
RF11067806 (Exp: 08/31/2027) |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 12/01/2025 | FINAL APPROVED | BTAYLOR |
| Note: 11/24/2025 - PREVIOUS INSPECTION NOTES 11/21/2025 - PREVIOUS INSPECTION NOTES | |||
| BLD - BUILDING FINAL | 11/24/2025 | CANCELLED BY APPLICANT | BTAYLOR |
| Note: 11/21/2025 - PREVIOUS INSPECTION NOTES | |||
| BLD - BUILDING FINAL | 11/21/2025 | CANCELLED BY APPLICANT | MCONTRYMAN |
| ROW - FINAL APRON (AFTER POUR) | 11/21/2025 | APPROVED | FSLADISH |
| Note: 11/21/25 . 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 11/20/25 UPON WALKING PROPERTY DRAINAGE WILL WORK AT THE TIME OF THIS INSPECTION. ***INSPECTORS NOTE. BUILDER WILL BE REQUIRED TO SEED AND STRAW LEFT SIDE BARE AREA. YOU WILL NEED TO LAY SOD IN THE REAR BARE AREA AS IT ABUTS A DRAINAGE CONVEYANCE. YOU WILL NEED TO MATCH GRADE WITH SOD ON LEFT SIDE FRONT SWALE AT PROPERTY LINE. APPROVING THIS FIELD SURVEY AS A COURTESY SO THAT YOU MAY MOVE FORWARD WITH ADDITIONAL INSPECTIONS. *** | |||
| ROW - STORMWATER FINAL | 11/21/2025 | APPROVED | FSLADISH |
| Note: 11/21/25 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 11/20/25 UPON WALKING PROPERTY DRAINAGE WILL WORK AT THE TIME OF THIS INSPECTION. ***INSPECTORS NOTE. BUILDER WILL BE REQUIRED TO SEED AND STRAW LEFT SIDE BARE AREA. YOU WILL NEED TO LAY SOD IN THE REAR BARE AREA AS IT ABUTS A DRAINAGE CONVEYANCE. YOU WILL NEED TO MATCH GRADE WITH SOD ON LEFT SIDE FRONT SWALE AT PROPERTY LINE. APPROVING THIS FIELD SURVEY AS A COURTESY SO THAT YOU MAY MOVE FORWARD WITH ADDITIONAL INSPECTIONS. *** | |||
| U -UTILITY RESIDENTIAL FINAL | 11/21/2025 | FINAL APPROVED | BHAINES |
| Note: Inspector Notes from Inspection 9035 No CC, No IRR | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 11/20/2025 | APPROVED - AS NOTED | FSLADISH |
| Note: 11/20/25 UPON WALKING PROPERTY DRAINAGE WILL WORK AT THE TIME OF THIS INSPECTION. ***INSPECTORS NOTE. BUILDER WILL BE REQUIRED TO SEED AND STRAW LEFT SIDE BARE AREA. YOU WILL NEED TO LAY SOD IN THE REAR BARE AREA AS IT ABUTS A DRAINAGE CONVEYANCE. YOU WILL NEED TO MATCH GRADE WITH SOD ON LEFT SIDE FRONT SWALE AT PROPERTY LINE. APPROVING THIS FIELD SURVEY AS A COURTESY SO THAT YOU MAY MOVE FORWARD WITH ADDITIONAL INSPECTIONS. *** | |||
| U-CROSS CONNECTION | 11/20/2025 | APPROVED - AS NOTED | BHAINES |
| Note: No CC, No IRR | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 11/17/2025 | APPROVED | FSLADISH |
| ROW - DRAINAGE | 10/22/2025 | APPROVED - AS NOTED | FSLADISH |
| Note: 10/22/25 PER PREVIOUS NOTES AND COMMUNICATION WE ARE GOING NOT GOING TO REQUIRE YOU TO RESET SILT FENCE DUE TO FINAL GRADING IS IN PROCESS. I AM GOING TO APPROVE THIS DRAINAGE INSPECTION AS NOTED AND I WILL MONITOR THIS SITE FOR ANY ADVERSE DRAINAGE SITUATIONS. _______________________________________________________________________________________________________________________ 10/15/2025 - PREVIOUS INSPECTION NOTES 10/15/25 SPOKE WITH GABE AND DOUG CM AND DETERMINED THAT WE WILL GIVE BUILDER ONE WEEK 10/22/25 TO HAVE FINAL GRADE COMPLETED AT WHICH TIME UNLESS A VALID REASON FOR DELAY IS COMMUNICATED, WE WILL REQUIRE PLACEMENT AND REPAIR OF COPC DRIVEWAY ENTRANCE STANDARDS TO BE INSTITUTED. I HAVE ASKED DOUG TO ADD NOTES IN THE APPLICANT NOTES SECTION WITH A FINAL GRADE DATE. I AM GOING TO DISAPPROVE WITH NO FEE AS REQUESTED BY GABE WITH A NEW INSPECTION SET FOR COMPLIANCE ON 10/22/25. 10/14/2025 - PREVIOUS INSPECTION NOTES 10/14/25 NOTHING HAS CHANGED AS OF THE LAST INSPECTION. YOU ARE REQUIRED TO MAKE CORRECTIONS TO COME INTO COMPLIANCE WITH COPC RESIDENTIAL DRIVEWAY ENTRANCE AND SITE STANDARDS. PHOTO FOR REFERENCE. 10/9/2025 - PREVIOUS INSPECTION NOTES 10/9/25 YOU ARE REQUIRED TO REPAIR/RESET YOU SILT FENCE AROUND THE PERIMETER OF THE SITE. IT IS BROKEN, DOWN, NON EXISTENT IN SEVERAL AREAS. ENCLOSED IS A LINK TO COPC RESIDENTIAL CONSTRUCTION DRIVEWAY ENTRANCE REQUIREMENTS FOR YOU RECORDS. PHOTO FOR REFERENCE. *** ALL CONSTRUCTION SITES AS OF 07/01/25 SHALL FOLLOW RESIDENTIAL CONSTRUCTION ENTRANCE DIAGRAM ATTACHED TO PERMIT. BUILDER HAS 7 DAYS TO MAKE CORRECTIONS. COPY AND PASTE LINK BELOW FOR FULL DIAGRAM OF RESIDENTIAL CONSTRUCTION ENTRANCE DIAGRAM. . https://copc-strapi-production.s3.amazonaws.com/Construction_Entrance_Subdivision_1_a50b435283.pdf . Contractor shall ensure that all litter and deleterious materials are cleaned up on a daily basis. No litter, debris, construction materials, or other deleterious material shall be left within the R.O.W. Damage to swales resulting from construction activity shall be repaired at the end of each work day. | |||
| ROW - DRAINAGE | 10/15/2025 | Disapproved - NO FEE | FSLADISH |
| Note: 10/15/25 SPOKE WITH GABE AND DOUG CM AND DETERMINED THAT WE WILL GIVE BUILDER ONE WEEK 10/22/25 TO HAVE FINAL GRADE COMPLETED AT WHICH TIME UNLESS A VALID REASON FOR DELAY IS COMMUNICATED, WE WILL REQUIRE PLACEMENT AND REPAIR OF COPC DRIVEWAY ENTRANCE STANDARDS TO BE INSTITUTED. I HAVE ASKED DOUG TO ADD NOTES IN THE APPLICANT NOTES SECTION WITH A FINAL GRADE DATE. I AM GOING TO DISAPPROVE WITH NO FEE AS REQUESTED BY GABE WITH A NEW INSPECTION SET FOR COMPLIANCE ON 10/22/25. 10/14/2025 - PREVIOUS INSPECTION NOTES 10/14/25 NOTHING HAS CHANGED AS OF THE LAST INSPECTION. YOU ARE REQUIRED TO MAKE CORRECTIONS TO COME INTO COMPLIANCE WITH COPC RESIDENTIAL DRIVEWAY ENTRANCE AND SITE STANDARDS. PHOTO FOR REFERENCE. 10/9/2025 - PREVIOUS INSPECTION NOTES 10/9/25 YOU ARE REQUIRED TO REPAIR/RESET YOU SILT FENCE AROUND THE PERIMETER OF THE SITE. IT IS BROKEN, DOWN, NON EXISTENT IN SEVERAL AREAS. ENCLOSED IS A LINK TO COPC RESIDENTIAL CONSTRUCTION DRIVEWAY ENTRANCE REQUIREMENTS FOR YOU RECORDS. PHOTO FOR REFERENCE. *** ALL CONSTRUCTION SITES AS OF 07/01/25 SHALL FOLLOW RESIDENTIAL CONSTRUCTION ENTRANCE DIAGRAM ATTACHED TO PERMIT. BUILDER HAS 7 DAYS TO MAKE CORRECTIONS. COPY AND PASTE LINK BELOW FOR FULL DIAGRAM OF RESIDENTIAL CONSTRUCTION ENTRANCE DIAGRAM. . https://copc-strapi-production.s3.amazonaws.com/Construction_Entrance_Subdivision_1_a50b435283.pdf . Contractor shall ensure that all litter and deleterious materials are cleaned up on a daily basis. No litter, debris, construction materials, or other deleterious material shall be left within the R.O.W. Damage to swales resulting from construction activity shall be repaired at the end of each work day. | |||
| ROW - DRAINAGE | 10/14/2025 | Disapproved -FEE REQUIRED | FSLADISH |
| Note: 10/14/25 NOTHING HAS CHANGED AS OF THE LAST INSPECTION. YOU ARE REQUIRED TO MAKE CORRECTIONS TO COME INTO COMPLIANCE WITH COPC RESIDENTIAL DRIVEWAY ENTRANCE AND SITE STANDARDS. PHOTO FOR REFERENCE. 10/9/2025 - PREVIOUS INSPECTION NOTES 10/9/25 YOU ARE REQUIRED TO REPAIR/RESET YOU SILT FENCE AROUND THE PERIMETER OF THE SITE. IT IS BROKEN, DOWN, NON EXISTENT IN SEVERAL AREAS. ENCLOSED IS A LINK TO COPC RESIDENTIAL CONSTRUCTION DRIVEWAY ENTRANCE REQUIREMENTS FOR YOU RECORDS. PHOTO FOR REFERENCE. *** ALL CONSTRUCTION SITES AS OF 07/01/25 SHALL FOLLOW RESIDENTIAL CONSTRUCTION ENTRANCE DIAGRAM ATTACHED TO PERMIT. BUILDER HAS 7 DAYS TO MAKE CORRECTIONS. COPY AND PASTE LINK BELOW FOR FULL DIAGRAM OF RESIDENTIAL CONSTRUCTION ENTRANCE DIAGRAM. . https://copc-strapi-production.s3.amazonaws.com/Construction_Entrance_Subdivision_1_a50b435283.pdf . Contractor shall ensure that all litter and deleterious materials are cleaned up on a daily basis. No litter, debris, construction materials, or other deleterious material shall be left within the R.O.W. Damage to swales resulting from construction activity shall be repaired at the end of each work day. | |||
| ROW- PRE-APRON (PRE-POUR) | 10/14/2025 | APPROVED | FSLADISH |
| Note: 10/14/25 CULVERT PIPE IN NOW WITHIN TOLERANCE TO SWALE PLAN DIAGRAM AT THE TIME OF 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, 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. AT THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. 10/10/2025 - PREVIOUS INSPECTION NOTES 10/10/25=TOO MUCH WATER IN THE POUR AREA. WATER INSIDE THE CULVERT FROM LAST NIGHT'S RAIN. WAY TOO SOFT TO POUR. BUILDERS MAY WANT TO PUT ROCK AND ROADBASE TO STABILIZE THE GROUND FOR BETTER COMPACTION. NEED MORE DIRT TO THE SPRING LINE ON THE CULVERT PIPE 10/9/2025 - PREVIOUS INSPECTION NOTES 10/9/25 YOUR CULVERT PIPE IS OUT OF TOLERANCE (BACKPITCHED) WITH THE SWALE PLAN DIAGRAM. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 SWALE PLAN 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 the direction of the drainage flow | |||
| ROW- PRE-APRON (PRE-POUR) | 10/10/2025 | Disapproved -FEE REQUIRED | GBERTOLA |
| Note: 10/10/25=TOO MUCH WATER IN THE POUR AREA. WATER INSIDE THE CULVERT FROM LAST NIGHT'S RAIN. WAY TOO SOFT TO POUR. BUILDERS MAY WANT TO PUT ROCK AND ROADBASE TO STABILIZE THE GROUND FOR BETTER COMPACTION. NEED MORE DIRT TO THE SPRING LINE ON THE CULVERT PIPE 10/9/2025 - PREVIOUS INSPECTION NOTES 10/9/25 YOUR CULVERT PIPE IS OUT OF TOLERANCE (BACKPITCHED) WITH THE SWALE PLAN DIAGRAM. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 SWALE PLAN 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 the direction of the drainage flow | |||
| ROW- PRE-APRON (PRE-POUR) | 10/09/2025 | Disapproved -FEE REQUIRED | FSLADISH |
| Note: 10/9/25 YOUR CULVERT PIPE IS OUT OF TOLERANCE (BACKPITCHED) WITH THE SWALE PLAN DIAGRAM. The culvert cannot be sloped against the drainage flow, nor shall it be sloped more than 0.10 SWALE PLAN 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 the direction of the drainage flow | |||
| ROW - DRAINAGE | 10/09/2025 | Disapproved -FEE REQUIRED | FSLADISH |
| Note: 10/9/25 YOU ARE REQUIRED TO REPAIR/RESET YOU SILT FENCE AROUND THE PERIMETER OF THE SITE. IT IS BROKEN, DOWN, NON EXISTENT IN SEVERAL AREAS. ENCLOSED IS A LINK TO COPC RESIDENTIAL CONSTRUCTION DRIVEWAY ENTRANCE REQUIREMENTS FOR YOU RECORDS. PHOTO FOR REFERENCE. *** ALL CONSTRUCTION SITES AS OF 07/01/25 SHALL FOLLOW RESIDENTIAL CONSTRUCTION ENTRANCE DIAGRAM ATTACHED TO PERMIT. BUILDER HAS 7 DAYS TO MAKE CORRECTIONS. COPY AND PASTE LINK BELOW FOR FULL DIAGRAM OF RESIDENTIAL CONSTRUCTION ENTRANCE DIAGRAM. . https://copc-strapi-production.s3.amazonaws.com/Construction_Entrance_Subdivision_1_a50b435283.pdf . Contractor shall ensure that all litter and deleterious materials are cleaned up on a daily basis. No litter, debris, construction materials, or other deleterious material shall be left within the R.O.W. Damage to swales resulting from construction activity shall be repaired at the end of each work day. | |||
| ELECTRIC - EARLY POWER | 09/24/2025 | APPROVED - AS NOTED | MCONTRYMAN |
| Note: 9/24/25 Email sent to FPL 9/22/2025 - PREVIOUS INSPECTION NOTES 9/22/25 1.Ground rods are only 1/2'' rods must be a min of 5/8'' per NEC 250.52(5)(B)/NEC 250.53(A)(2) 9/18/25 1. No Service Ground Installed. NEC 250.24(A)(1) / 250.52(A)(3) | |||
| ELECTRIC - EARLY POWER | 09/22/2025 | Disapproved -FEE REQUIRED | MKRASKI |
| Note: 9/22/25 1.Ground rods are only 1/2'' rods must be a min of 5/8'' per NEC 250.52(5)(B)/NEC 250.53(A)(2) 9/18/25 1. No Service Ground Installed. NEC 250.24(A)(1) / 250.52(A)(3) | |||
| ELECTRIC - EARLY POWER | 09/18/2025 | Disapproved - NO FEE | JSTEWART |
| Note: No Service Ground Installed. NEC 250.24(A)(1) / 250.52(A)(3) | |||
| GRAVITY SEWER TEST | 09/10/2025 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| SEWER TIE IN | 09/10/2025 | APPROVED - AS NOTED | MGIBSON |
| Note: Inspector Notes from Inspection 2075 THE UTILITY DEPARTMENT OR ANOTHER PLUMBING CONTRACTOR MADE SEWER TIE/IN THIS WAS A VIRTUAL INSPECTION | |||
| LATH/BRICK/ WATER BARRIER | 08/26/2025 | APPROVED | BTAYLOR |
| Note: 8/25/2025 - PREVIOUS INSPECTION NOTES 8-25-25 1. Front entry door needs to be sealed/taped and prepped for stucco 2. Back left side of SGD has block that protrudes out, as well as mortar. This area needs to repaired and properly prepped for lath 8/19/2025 - PREVIOUS INSPECTION NOTES 8/19/25 1. Hole where low voltage wires come out needs to be properly prepped 2. Back left side of SGD has block that protrudes out, as well as mortar. This area needs to repaired and properly prepped for lath 3. Front entry door needs to be sealed/taped and prepped for stucco | |||
| LATH/BRICK/ WATER BARRIER | 08/25/2025 | Disapproved - NO FEE | BTAYLOR |
| Note: 8-25-25 1. Front entry door needs to be sealed/taped and prepped for stucco 2. Back left side of SGD has block that protrudes out, as well as mortar. This area needs to repaired and properly prepped for lath 8/19/2025 - PREVIOUS INSPECTION NOTES 8/19/25 1. Hole where low voltage wires come out needs to be properly prepped 2. Back left side of SGD has block that protrudes out, as well as mortar. This area needs to repaired and properly prepped for lath 3. Front entry door needs to be sealed/taped and prepped for stucco | |||
| LATH/BRICK/ WATER BARRIER | 08/19/2025 | Disapproved - NO FEE | MCONTRYMAN |
| Note: 8/19/25 1. Hole where low voltage wires come out needs to be properly prepped 2. Back left side of SGD has block that protrudes out, as well as mortar. This area needs to repaired and properly prepped for lath 3. Front entry door needs to be sealed/taped and prepped for stucco | |||
| INSULATION | 08/18/2025 | APPROVED | BTAYLOR |
| ALL ROUGH | 08/14/2025 | APPROVED | BTAYLOR |
| WALL SHEATHING | 08/13/2025 | APPROVED | BTAYLOR |
| Note: 8/12/2025 - PREVIOUS INSPECTION NOTES 8/12/25 Previous note not rectified 1. Missing wall sheathing on front entry on knee walls 7/23/2025 - PREVIOUS INSPECTION NOTES 1. Missing wall sheathing on front entry on knee walls | |||
| WALL SHEATHING | 08/12/2025 | Disapproved -FEE REQUIRED | MCONTRYMAN |
| Note: 8/12/25 Previous note not rectified 1. Missing wall sheathing on front entry on knee walls 7/23/2025 - PREVIOUS INSPECTION NOTES 1. Missing wall sheathing on front entry on knee walls | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 08/08/2025 | APPROVED | BTAYLOR |
| Note: 7/23/2025 - PREVIOUS INSPECTION NOTES 7/23/25 1. Load bearing wall to truss missing HTS24s per plan on S-6 2. Missing wet set strap from CMU to truss on SGD wall on S-6 3. Truss A6 missing nails in header per plan on S-6 4. Front porch beam to truss connection per plans require H2.5A or SDWC screw per plan S-6 5. Missing HTS20 from CMU to knee wall (garage side wall) per plan on S-5 6. Down cells are not poured on each side of SGD under lintel per plan S-5 7. Plans missing SD-3 FBC 107.3.1 8. Load bearing wall (front bedroom) missing 2 SDWC screws for stud to bottom plate connect per S-5 9. Load bearing wall in garage studs exceed 16'' o.c. per B SD-3a 10. No over framing detail as well as some V truss's missing strapping | |||
| ROOF VALLEY & METAL | 07/25/2025 | APPROVED | BTAYLOR |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 07/23/2025 | Disapproved -FEE REQUIRED | MKRASKI |
| Note: 7/23/25 1. Load bearing wall to truss missing HTS24s per plan on S-6 2. Missing wet set strap from CMU to truss on SGD wall on S-6 3. Truss A6 missing nails in header per plan on S-6 4. Front porch beam to truss connection per plans require H2.5A or SDWC screw per plan S-6 5. Missing HTS20 from CMU to knee wall (garage side wall) per plan on S-5 6. Down cells are not poured on each side of SGD under lintel per plan S-5 7. Plans missing SD-3 FBC 107.3.1 8. Load bearing wall (front bedroom) missing 2 SDWC screws for stud to bottom plate connect per S-5 9. Load bearing wall in garage studs exceed 16'' o.c. per B SD-3a 10. No over framing detail as well as some V truss's missing strapping | |||
| WALL SHEATHING | 07/23/2025 | Disapproved - NO FEE | MKRASKI |
| Note: 1. Missing wall sheathing on front entry on knee walls | |||
| FORMBOARD SURVEY (OFFICE USE ONLY) | 07/22/2025 | APPROVED | RRICKS |
| TIE BEAM / LINTEL | 07/14/2025 | APPROVED | BTAYLOR |
| Note: 7/11/2025 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2250 6/26/25 Approved to keep job going 1. CM is working on getting engineered drawings changed to show the location of the shower. 6/26/2025 - PREVIOUS INSPECTION NOTES 6/25/2025 - PREVIOUS INSPECTION NOTES 6-25-25 1. Missing rebar at back side of garage. 2. Shower is in wrong location. 3. Missing rebar around shower. | |||
| TIE BEAM / LINTEL | 07/11/2025 | CANCELLED BY APPLICANT | BTAYLOR |
| Note: Inspector Notes from Inspection 2250 6/26/25 Approved to keep job going 1. CM is working on getting engineered drawings changed to show the location of the shower. 6/26/2025 - PREVIOUS INSPECTION NOTES 6/25/2025 - PREVIOUS INSPECTION NOTES 6-25-25 1. Missing rebar at back side of garage. 2. Shower is in wrong location. 3. Missing rebar around shower. | |||
| MONOLITHIC SLAB | 06/26/2025 | CANCELLED BY APPLICANT | MCONTRYMAN |
| Note: 6/25/2025 - PREVIOUS INSPECTION NOTES 6-25-25 1. Missing rebar at back side of garage. 2. Shower is in wrong location. 3. Missing rebar around shower. | |||
| MONOLITHIC SLAB | 06/26/2025 | APPROVED - AS NOTED | MCONTRYMAN |
| Note: 6/26/25 Approved to keep job going 1. CM is working on getting engineered drawings changed to show the location of the shower. 6/26/2025 - PREVIOUS INSPECTION NOTES 6/25/2025 - PREVIOUS INSPECTION NOTES 6-25-25 1. Missing rebar at back side of garage. 2. Shower is in wrong location. 3. Missing rebar around shower. | |||
| MONOLITHIC SLAB | 06/25/2025 | Disapproved - NO FEE | BTAYLOR |
| Note: 6-25-25 1. Missing rebar at back side of garage. 2. Shower is in wrong location. 3. Missing rebar around shower. | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 06/20/2025 | APPROVED | BTAYLOR |
| WATER METER INSTALLATION REQUEST | 06/17/2025 | APPROVED | CBOWERMASTER |
| GEOTECHNICAL REPORT APPROVAL (OFFICE USE) | 06/16/2025 | APPROVED | PKNAPIK |
Review History
| Department | Status | Date In | Date Out |
| BLD | COMPLETE | 07/25/2025 | 07/28/2025 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 07/07/2025 | 07/10/2025 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 06/24/2025 | 06/25/2025 |
| Note: Released By: RODNEY RICKS - (386)986-4726 - RRICKS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 06/24/2025 | 06/25/2025 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 06/16/2025 | 06/16/2025 |
| Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 06/05/2025 | 06/05/2025 |
| Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 05/27/2025 | 05/27/2025 |
| Note: Held By: RODNEY RICKS - (386)986-2001 - RRICKS@PALMCOASTGOV.COM Revised site plan being submitted by builder. | |||
| ENGIN1 | HOLD | 05/27/2025 | 05/27/2025 |
| Note: Held By: RODNEY RICKS - (386)986-2001 - RRICKS@PALMCOASTGOV.COM Revised site plan being submitted be builder. | |||
| ZON | COMPLETE | 05/27/2025 | 05/27/2025 |
| Note: Released By: MICHELLE RAMOS - (386)986-3780 - MRAMOS@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 05/27/2025 | 05/28/2025 |
| Note: Released By: RODNEY RICKS - (386)986-2001 - RRICKS@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 05/27/2025 | 05/28/2025 |
| Note: Released By: RODNEY RICKS - (386)986-2001 - RRICKS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 05/27/2025 | 05/27/2025 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 05/19/2025 | 05/23/2025 |
| Note: Held By: RODNEY RICKS - (386)986-2001 - RRICKS@PALMCOASTGOV.COM This lot is negatively impacting lot 6. When proposing common swales along the property lines there shall be a minimum of 0.2' from top of swale to the toe of slope. There is a 23.60' going to a 23.3'. When a common swale cannot be achieved a berm is permitted so the adjacent lot isn't adversely affected. Berms shall have a minimum of 0.3' fall from the top of the berm to the toe of slope. Additionally, all proposed elevations shall be accompanied with an existing elevations to see what is changing. All shot shall be on a 20' grid. Please feel free to call 386-986-4726 or email if there are any questions. | |||
| ENGIN1 | COMPLETE | 05/19/2025 | 05/20/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 05/19/2025 | 05/19/2025 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 05/12/2025 | 05/16/2025 |
| Note: Held By: RODNEY RICKS - (386)986-2001 - RRICKS@PALMCOASTGOV.COM Proposed and existing elevations shall be depicted every 20'. On the left property line facing the driveway please provide more proposed elevations to clearly depict the high point and the draiange pattern. Please feel free to call 386-986-4726 or email if you have any questions or concerns. | |||
| ENGIN1 | COMPLETE | 05/12/2025 | 05/13/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 05/12/2025 | 05/12/2025 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 05/01/2025 | 05/01/2025 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 05/01/2025 | 05/07/2025 |
| Note: Held By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM 1) NEED TO HAVE PROPOSED ELEVATIONS ON THE LEFT PROPERTY LINE ALONG THE VACANT RPL-2 RPL-3 2) ALL ELEVATIONS ON THE RIGHT OF WAY LINE / FRONT AND SIDE PROPERTY LINE NEED TO BE GREATER OR EQUAL THEN THE EDGE OF THE PAVEMENT. | |||
| ENGIN1 | COMPLETE | 05/01/2025 | 05/02/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 04/24/2025 | 05/01/2025 |
| Note: Held By: RODNEY RICKS - - RRICKS@PALMCOASTGOV.COM No revised site plan attached. | |||
| BLD | COMPLETE | 04/24/2025 | 04/29/2025 |
| Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM | |||
| ZON | HOLD | 04/24/2025 | 04/24/2025 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM PARCEL # INCORRECT ON SITE/DRAINAGE PLAN | |||
| SW1 | HOLD | 04/21/2025 | 04/21/2025 |
| Note: Held By: RODNEY RICKS - - RRICKS@PALMCOASTGOV.COM Held By: RODNEY RICKS - - RRICKS@PALMCOASTGOV.COM Previous comments not addressed: New Comments: Proposed FFE can not be less than 12" over the crown of the road. CL is 23.82 according to swale diagram and FFE is 24.70. Please increase FFE to meet COPC standards. | |||
| MECH | COMPLETE | 04/15/2025 | 04/15/2025 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SWALE | COMPLETE | 04/14/2025 | 04/17/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| ZON | HOLD | 04/11/2025 | 04/11/2025 |
| Note: Held By: SCOTT THOMAS - (386)986-3780 - STHOMAS@PALMCOASTGOV.COM 1. Color material sheet: For residential building , one color shall be selected for the main surface of the building, and compatible second wall color may be used for recessedfront entry wall. 2. WINDOWLESS WALL ON RIGHT SIDE ( ADD WINDOW PLUS BANDING) 3. PARCEL # INCORRECT ON SITE/DRAINAGE PLAN | |||
| MECH | HOLD | 04/11/2025 | 04/14/2025 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Direction house faces on Energy Calcs does not match the site plan. Revise to match per R405.4.2.1 FBC Energy Conservation 2023 8Th Edition (Second Request) | |||
| BLD | COMPLETE | 04/11/2025 | 04/15/2025 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 04/11/2025 | 04/21/2025 |
| Note: Held By: RODNEY RICKS - - RRICKS@PALMCOASTGOV.COM Previous comments not addressed: Proposed FFE can not be less than 12" over the crown of the road. CL is 23.78 and FFE is 24.70. Please increase FFE to meet COPC standards. | |||
| ENGIN1 | COMPLETE | 04/11/2025 | 04/14/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| BADMIN | COMPLETE | 04/02/2025 | 04/08/2025 |
| Note: Released By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM | |||
| BLD | HOLD | 04/02/2025 | 04/08/2025 |
| Note: Held By: PETER KNAPIK - (386)986-3783 - PKNAPIK@PALMCOASTGOV.COM Roofing worksheet FL# 41820-R1 is not a selfadhering underlayment. Please revise. | |||
| CUSVC | COMPLETE | 04/02/2025 | 04/10/2025 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 04/02/2025 | 04/07/2025 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 04/02/2025 | 04/02/2025 |
| Note: Released By: LEVI SALYERDS - (386)986-2575 - LSALYERDS@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 04/02/2025 | 04/04/2025 |
| LOCATE | COMPLETE | 04/02/2025 | 04/08/2025 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | HOLD | 04/02/2025 | 04/08/2025 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Direction house faces on Energy Calcs does not match the site plan. Revise to match per R405.4.2.1 FBC Energy Conservation 2023 8Th Edition | |||
| SW1 | HOLD | 04/02/2025 | 04/09/2025 |
| Note: Held By: RODNEY RICKS - - RRICKS@PALMCOASTGOV.COM Proposed FFE has to be more than 12" of the crown of the road. | |||
| ZON | HOLD | 04/02/2025 | 04/04/2025 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Site Plan: On the site plan clearly distinguish the boundary lines on all sides in a darker color Elevation leftside is a row side need banding around the window Color material sheet: For residential building , one color shall be selected for the main surface of the building, and compatible second wall color may be used for recessedfront entry wall. the house facing as proposed would need to use the alternate address please get with Damaris 386-986-3750 to determine if the address is available. |
Fees & Payments
(Permit is not ready for pickup until the permit has been processed and fees appear)
| Description | Amount Due | Date Paid |
| REINSPECTION RESIDENTIAL | ¤40.00 | 11/26/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 11/26/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 11/26/2025 |
| RSI REINSPECTION 1 | ¤35.00 | 11/26/2025 |
| RSI REINSPECTION 1 | ¤35.00 | 11/26/2025 |
| RSI REINSPECTION 1 | ¤35.00 | 11/26/2025 |
| RSI REINSPECTION 1 | ¤35.00 | 11/26/2025 |
| RSI REINSPECTION 1 | ¤35.00 | 11/26/2025 |
| RSI REINSPECTION 1 | ¤35.00 | 11/26/2025 |
| ADJUSTMENT 10% | (¤118.43) | 05/28/2025 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 05/28/2025 |
| INSPECTION - RESIDENTIAL | ¤899.25 | 05/28/2025 |
| PLAN REVIEW - RESIDENTIAL | ¤255.06 | 05/28/2025 |
| FC IMPACT FEE EMS | ¤62.00 | 05/28/2025 |
| IMPACT FEE FIRE | ¤434.51 | 05/28/2025 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 05/28/2025 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 05/28/2025 |
| IMPACT FEE PARKS | ¤1,828.01 | 05/28/2025 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 05/28/2025 |
| IMPACT FEE TRANSPORTATION | ¤1,916.00 | 05/28/2025 |
| SURCHARGE FS 533.721 | ¤10.66 | 05/28/2025 |
| SURCHARGE - FS 468.631 | ¤15.99 | 05/28/2025 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 05/28/2025 |
| SW ENG INSPECTION 80 | ¤80.00 | 05/28/2025 |
| SW ENG PRE APRON | ¤30.00 | 05/28/2025 |
| SW ENG - REVIEW 20 | ¤20.00 | 05/28/2025 |
| SW ENG RES REVIEW 200 | ¤200.00 | 05/28/2025 |
| SITE PLAN 30 | ¤30.00 | 05/28/2025 |
| WATER- TURN ON | ¤50.00 | 05/15/2025 |
| WATER METER W/ TAP | ¤2,326.93 | 05/15/2025 |
| SEWER CREDIT | (¤1,700.00) | 05/15/2025 |
| WASTEWATER PERM INSPECTION | ¤40.00 | 05/15/2025 |
| SEWER CAPITAL FACILITY | ¤3,930.70 | 05/15/2025 |
| WATER CAPITAL FACILITY FEE | ¤3,496.74 | 05/15/2025 |
| WATER PERMIT REVIEW | ¤40.00 | 05/15/2025 |
| WATER MAIN EXTENSION IMPACT | ¤854.40 | 05/15/2025 |
| WASTEWATER MAIN EXTENSION IMPA | ¤2,189.82 | 05/15/2025 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤23,207.64 |