I want to search for...
Permit #2024010965
Permit Details
Status: COED
| Parcel Id: 07-11-31-7023-00460-0300 |
| CONDITIONED SPACE: 1500 sqft |
| GARAGE: 396 sqft |
| OPENED PORCH (WITH ROOF) : 112 sqft |
| Total Square Footage: 2008 sqft |
| Block: 00460 |
| Subdivision: 2191 - SECTION 23-WYNNFIELD |
| Job Phone: 202-494-2019 |
| Location Address: 105 WHIPPOORWILL DR |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 03/14/2024 |
| NOC: RECORDED |
| Applicant name: GARY ANDREW FISCHER |
| Owner: INB BFR FUND 1 LLC |
|
Address 3670 MAGUIRE BOULEVARD SUITE 220 ORLANDO, FL 32803 |
| Lot: 0300 |
| Contracted Stated Job Value: ¤150,000.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
INB HOMES
| Status | Location Address | Mailing Address | State License Number | Phone |
| ACTIVE |
3670 MAGUIRE BLVD ORLANDO, FL 32803 |
SUITE 210 ORLANDO, FL 32803 |
CGC048746 (Exp: 08/31/2026) | 407-476-8195 |
Sub Contractors
JOSEPH C WRIGHT
| Status | Location Address | Mailing Address | State License Number | Phone | Fax |
| ACTIVE |
15 HARGROVE LANE PALM COAST, FL 32137 |
UNIT 3 D PALM COAST, FL 32137 |
EC13003278 (Exp: 08/31/2026) | 386-447-9644 | 386-447-9633 |
HEATH EDWARD SANFORD
| Status | Location Address | State License Number | Phone |
| ACTIVE |
126 EAST END RD SAN MATEO, FL 32187 |
CFC1429896 (Exp: 08/31/2026) | 386-871-8823 |
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 |
ROBERT MICHAEL RENNER
| Status | Location Address | State License Number | Phone |
| ACTIVE |
531 CODISCO WAY SANFORD, FL 32771 |
CAC051477 (Exp: 08/31/2026) | 407-333-2665 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 09/11/2024 | FINAL APPROVED | MKRASKI |
| BLD - BUILDING FINAL | 09/10/2024 | CANCELLED BY APPLICANT | MKRASKI |
| Note: 9/10/24 Canceled via text from Frankie 9/9/2024 - PREVIOUS INSPECTION NOTES 1. GFCI protection required for dryer and range NEC 210.8 2. Surge protection required for electrical service NEC 230.67 3. Stucco damaged under meter main FBC R402.4.1.1 | |||
| BLD - BUILDING FINAL | 09/09/2024 | Disapproved - NO FEE | MKRASKI |
| Note: 1. GFCI protection required for dryer and range NEC 210.8 2. Surge protection required for electrical service NEC 230.67 3. Stucco damaged under meter main FBC R402.4.1.1 | |||
| U -UTILITY RESIDENTIAL FINAL | 09/09/2024 | FINAL APPROVED | LFITZGERALD |
| Note: Inspector Notes from Inspection 9035 *** NOTES ADDED BY LFITZGERALD 8/13/2024 9:44:02 AM *** no irr-no cross connection | |||
| ROW - STORMWATER FINAL | 09/06/2024 | APPROVED | TPOLACEK |
| Note: AT THE TIME OF THE INSPECTION, ALL MINIMUM CITY REQUIREMENTS WERE MET. NIETHER THE INSPECTOR NOR THE CITY IS RESPONSIBLE IF, FOR WHATEVER REASON, SITE CONDITIONS CHANGE OVER TIME AFTER THE INSPECTION. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT NOTHING CHANGES AFTER THIS INSPECTION IS APPROVED. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 09/06/2024 | APPROVED | TPOLACEK |
| Note: 09/06/24 TPOLACEK*** 8/27/2024 - PREVIOUS INSPECTION NOTES THE ROADSIDE SWALE ELEVATIONS RIGHT OF THE CULVERT SHOWS IT LOWER THAN THE LEFT SIDE ROADSIDE SWALE ELEVATIONS SO YOUR THE WATER IS GOING TO SIT IN THE SWALE. NEED TO GRADE THE SWALE SO IT WILL FLOW CORRECT. PLEASE SEE PHOTO ATTACHED TO THIS INSPECTION 9463 FOR CORRECT GRADING. ------------------------------------------------------------------ 8/14/2024 - PREVIOUS INSPECTION NOTES 08/14/24 TPOLACEK*** PLEASE READ ALL NOTES., FINAL SURVEY INDICATES BACK YARD WILL NEG IMPACT THE REAR ADJACENT PROPERTY. 30.00 - 30.00 - 29.00. LEFT SIDE PROPERTY LINE ALSO DOES NOT HAVE ENOUGH POSITIVE FLOW. 7 Rear Yard Drainage Sec 300.01(4,5,6) "Sec 300.01(4,5,6) The tolerance along side lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet." 15 Negatively impact Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) 19 Top of the slope sec 300.02.C(6) The top of slope of “W” swales along the property lines shall be a minimum of 0.30 of a foot higher than the toe of slope. Inspector Notes from Inspection 9270 07/24/24 TPOLACEK** FRONT FORM BOARD ALONG ROADSIDE EDGE NEEDS TO BE MOVED OUT TOWARDS THE EXISTING ROAD EDGE. I WILL APPROVE AS NOTED BUT CORRECTIONS MUST BE MADE BEFORE POURING DRIVEWAY. 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 Inspector Notes from Inspection 9470 06/20/24 TPOLACEK*** CORRECTIONS MADE BUILDER MUST KEEP SWALE OPEN DURING ENTIRE BUILD. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6/18/2024 - PREVIOUS INSPECTION NOTES 06/18/24 TPOLACEK NEED TO REMOVE PORTA POTTY FROM SWALE. INSTALL PROPER TEMP PIPE AND MAKE SURE THAT SWALE WILL NOT IMPACT SURROUNDING PROPERTIES DURING RAIN. WILL REINSPECT ON THURSDAY 06/20/24 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6/11/2024 - PREVIOUS INSPECTION NOTES DRAINAGE ACROSS THE FRONT SWALE IS BLOCKED; CORRECTION IS NEEDED DURING INSPECTION. CULVERT PIPE IS BENT. INSPECTOR BE BACK 6/18/24= | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 09/06/2024 | APPROVED | TPOLACEK |
| Note: UPON WALKING PROPERTY DRAINAGE WILL WORK AS INDICATED ON FINAL SURVEY. AT THE 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. | |||
| ROW - FINAL APRON (AFTER POUR) | 09/06/2024 | APPROVED | TPOLACEK |
| Note: 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. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 08/27/2024 | Disapproved - NO FEE | PFLANAGAN |
| Note: THE ROADSIDE SWALE ELEVATIONS RIGHT OF THE CULVERT SHOWS IT LOWER THAN THE LEFT SIDE ROADSIDE SWALE ELEVATIONS SO YOUR THE WATER IS GOING TO SIT IN THE SWALE. NEED TO GRADE THE SWALE SO IT WILL FLOW CORRECT. PLEASE SEE PHOTO ATTACHED TO THIS INSPECTION 9463 FOR CORRECT GRADING. ------------------------------------------------------------------ 8/14/2024 - PREVIOUS INSPECTION NOTES 08/14/24 TPOLACEK*** PLEASE READ ALL NOTES., FINAL SURVEY INDICATES BACK YARD WILL NEG IMPACT THE REAR ADJACENT PROPERTY. 30.00 - 30.00 - 29.00. LEFT SIDE PROPERTY LINE ALSO DOES NOT HAVE ENOUGH POSITIVE FLOW. 7 Rear Yard Drainage Sec 300.01(4,5,6) "Sec 300.01(4,5,6) The tolerance along side lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet." 15 Negatively impact Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) 19 Top of the slope sec 300.02.C(6) The top of slope of “W” swales along the property lines shall be a minimum of 0.30 of a foot higher than the toe of slope. Inspector Notes from Inspection 9270 07/24/24 TPOLACEK** FRONT FORM BOARD ALONG ROADSIDE EDGE NEEDS TO BE MOVED OUT TOWARDS THE EXISTING ROAD EDGE. I WILL APPROVE AS NOTED BUT CORRECTIONS MUST BE MADE BEFORE POURING DRIVEWAY. 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 Inspector Notes from Inspection 9470 06/20/24 TPOLACEK*** CORRECTIONS MADE BUILDER MUST KEEP SWALE OPEN DURING ENTIRE BUILD. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6/18/2024 - PREVIOUS INSPECTION NOTES 06/18/24 TPOLACEK NEED TO REMOVE PORTA POTTY FROM SWALE. INSTALL PROPER TEMP PIPE AND MAKE SURE THAT SWALE WILL NOT IMPACT SURROUNDING PROPERTIES DURING RAIN. WILL REINSPECT ON THURSDAY 06/20/24 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6/11/2024 - PREVIOUS INSPECTION NOTES DRAINAGE ACROSS THE FRONT SWALE IS BLOCKED; CORRECTION IS NEEDED DURING INSPECTION. CULVERT PIPE IS BENT. INSPECTOR BE BACK 6/18/24= | |||
| WINDOW NAILING | 08/15/2024 | APPROVED | MKRASKI |
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 08/14/2024 | Disapproved - NO FEE | TPOLACEK |
| Note: 08/14/24 TPOLACEK*** PLEASE READ ALL NOTES., FINAL SURVEY INDICATES BACK YARD WILL NEG IMPACT THE REAR ADJACENT PROPERTY. 30.00 - 30.00 - 29.00. LEFT SIDE PROPERTY LINE ALSO DOES NOT HAVE ENOUGH POSITIVE FLOW. 7 Rear Yard Drainage Sec 300.01(4,5,6) "Sec 300.01(4,5,6) The tolerance along side lot lines is no more than 20 feet flat, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. The minimum fall from the rear property line to the front is 0.50 feet." 15 Negatively impact Sec 300.01 (A)(1)(C)(6) Sec 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. (B) 19 Top of the slope sec 300.02.C(6) The top of slope of “W” swales along the property lines shall be a minimum of 0.30 of a foot higher than the toe of slope. Inspector Notes from Inspection 9270 07/24/24 TPOLACEK** FRONT FORM BOARD ALONG ROADSIDE EDGE NEEDS TO BE MOVED OUT TOWARDS THE EXISTING ROAD EDGE. I WILL APPROVE AS NOTED BUT CORRECTIONS MUST BE MADE BEFORE POURING DRIVEWAY. 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 Inspector Notes from Inspection 9470 06/20/24 TPOLACEK*** CORRECTIONS MADE BUILDER MUST KEEP SWALE OPEN DURING ENTIRE BUILD. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6/18/2024 - PREVIOUS INSPECTION NOTES 06/18/24 TPOLACEK NEED TO REMOVE PORTA POTTY FROM SWALE. INSTALL PROPER TEMP PIPE AND MAKE SURE THAT SWALE WILL NOT IMPACT SURROUNDING PROPERTIES DURING RAIN. WILL REINSPECT ON THURSDAY 06/20/24 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6/11/2024 - PREVIOUS INSPECTION NOTES DRAINAGE ACROSS THE FRONT SWALE IS BLOCKED; CORRECTION IS NEEDED DURING INSPECTION. CULVERT PIPE IS BENT. INSPECTOR BE BACK 6/18/24= | |||
| U-CROSS CONNECTION | 08/13/2024 | APPROVED - AS NOTED | LFITZGERALD |
| Note: *** NOTES ADDED BY LFITZGERALD 8/13/2024 9:44:02 AM *** no irr-no cross connection | |||
| WINDOW NAILING | 08/13/2024 | Disapproved - NO FEE | MKRASKI |
| Note: 1. Trim must be removed for inspection to see that it is sealed 2. fasteners have been covered must remove to ensure fasteners have been installed properly | |||
| ELECTRIC - EARLY POWER | 07/24/2024 | APPROVED - AS NOTED | MKRASKI |
| Note: Electrical plans call for 2 5/8'' ground rods 6' apart AND tied to building steel, make correction or have revision approved by Building Dept. Check @ final | |||
| ROW- PRE-APRON (PRE-POUR) | 07/24/2024 | APPROVED - AS NOTED | TPOLACEK |
| Note: 07/24/24 TPOLACEK** FRONT FORM BOARD ALONG ROADSIDE EDGE NEEDS TO BE MOVED OUT TOWARDS THE EXISTING ROAD EDGE. I WILL APPROVE AS NOTED BUT CORRECTIONS MUST BE MADE BEFORE POURING DRIVEWAY. 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 Inspector Notes from Inspection 9470 06/20/24 TPOLACEK*** CORRECTIONS MADE BUILDER MUST KEEP SWALE OPEN DURING ENTIRE BUILD. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6/18/2024 - PREVIOUS INSPECTION NOTES 06/18/24 TPOLACEK NEED TO REMOVE PORTA POTTY FROM SWALE. INSTALL PROPER TEMP PIPE AND MAKE SURE THAT SWALE WILL NOT IMPACT SURROUNDING PROPERTIES DURING RAIN. WILL REINSPECT ON THURSDAY 06/20/24 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6/11/2024 - PREVIOUS INSPECTION NOTES DRAINAGE ACROSS THE FRONT SWALE IS BLOCKED; CORRECTION IS NEEDED DURING INSPECTION. CULVERT PIPE IS BENT. INSPECTOR BE BACK 6/18/24= | |||
| GRAVITY SEWER TEST | 07/22/2024 | APPROVED | MGIBSON |
| SEWER TIE IN | 07/22/2024 | APPROVED | MGIBSON |
| PEP TANK INSTALLATION REQUEST | 06/26/2024 | APPROVED | CBOWERMASTER |
| Note: 6/21/2024 7:16:00 AM- PREVIOUS INSPECTION NOTES dumpster | |||
| ROW - DRAINAGE | 06/20/2024 | APPROVED - AS NOTED | TPOLACEK |
| Note: 06/20/24 TPOLACEK*** CORRECTIONS MADE BUILDER MUST KEEP SWALE OPEN DURING ENTIRE BUILD. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6/18/2024 - PREVIOUS INSPECTION NOTES 06/18/24 TPOLACEK NEED TO REMOVE PORTA POTTY FROM SWALE. INSTALL PROPER TEMP PIPE AND MAKE SURE THAT SWALE WILL NOT IMPACT SURROUNDING PROPERTIES DURING RAIN. WILL REINSPECT ON THURSDAY 06/20/24 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6/11/2024 - PREVIOUS INSPECTION NOTES DRAINAGE ACROSS THE FRONT SWALE IS BLOCKED; CORRECTION IS NEEDED DURING INSPECTION. CULVERT PIPE IS BENT. INSPECTOR BE BACK 6/18/24= | |||
| ROW - DRAINAGE | 06/18/2024 | Disapproved -FEE REQUIRED | TPOLACEK |
| Note: 06/18/24 TPOLACEK NEED TO REMOVE PORTA POTTY FROM SWALE. INSTALL PROPER TEMP PIPE AND MAKE SURE THAT SWALE WILL NOT IMPACT SURROUNDING PROPERTIES DURING RAIN. WILL REINSPECT ON THURSDAY 06/20/24 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 6/11/2024 - PREVIOUS INSPECTION NOTES DRAINAGE ACROSS THE FRONT SWALE IS BLOCKED; CORRECTION IS NEEDED DURING INSPECTION. CULVERT PIPE IS BENT. INSPECTOR BE BACK 6/18/24= | |||
| INSULATION | 06/18/2024 | APPROVED - AS NOTED | MKRASKI |
| Note: 1. Move porta-jon and debris out of swale before next insoection Window nailing inspection added for garage entry door | |||
| INSULATION | 06/17/2024 | Disapproved - NO FEE | MKRASKI |
| Note: 6/17/24 1. Garage entry door missing install door or seal opening Inspector Notes from Inspection 2420 1. Garage entry door missing, check on insulation if not installed a window/door nailing inspection will be added | |||
| PEP TANK INSTALLATION REQUEST | 06/17/2024 | Disapproved -FEE REQUIRED | CBOWERMASTER |
| Note: dumpster | |||
| ALL ROUGH | 06/12/2024 | APPROVED - AS NOTED | MKRASKI |
| Note: 1. Garage entry door missing, check on insulation if not installed a window/door nailing inspection will be added | |||
| ALL ROUGH | 06/11/2024 | Disapproved - NO FEE | MKRASKI |
| Note: 1. Repair silt fence to its orginal condition 2. No E-cals on site to check duct layout 3. Garage entry door missing 4. Kitchen island chase needs to be sealed at slab | |||
| ROW - DRAINAGE | 06/11/2024 | Disapproved - NO FEE | GBERTOLA |
| Note: DRAINAGE ACROSS THE FRONT SWALE IS BLOCKED; CORRECTION IS NEEDED DURING INSPECTION. CULVERT PIPE IS BENT. INSPECTOR BE BACK 6/18/24= | |||
| LATH/BRICK/ WATER BARRIER | 06/10/2024 | APPROVED | MKRASKI |
| ELECTRIC-TUG | 06/04/2024 | APPROVED - AS NOTED | MKRASKI |
| Note: Electrical plans call for 2 5/8'' ground rods 6' apart AND tied to building steel Check @ early power, Emailed FPL @ 2pm | |||
| ROOF VALLEY & METAL | 06/04/2024 | APPROVED | FWILLIS |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 06/04/2024 | APPROVED | FWILLIS |
| Note: 6/3/2024 - PREVIOUS INSPECTION NOTES 6/3/24: Cancelled by Applicant via text at @ 11:57. 5/31/2024 - PREVIOUS INSPECTION NOTES 5/31/24 No repairs made 5/30/2024 - PREVIOUS INSPECTION NOTES 1. Must have full set of stamped plans on site for inspection, Set on site missing detail page(s) 2. Garage door bucks not per detail Not able to complete inspection with out plans, truss straps and roof decking ok, Unless plans call for differnt straps in differnt areas but again unable to know with out plans | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 06/03/2024 | CANCELLED BY APPLICANT | RSIMS |
| Note: 6/3/24: Cancelled by Applicant via text at @ 11:57. 5/31/2024 - PREVIOUS INSPECTION NOTES 5/31/24 No repairs made 5/30/2024 - PREVIOUS INSPECTION NOTES 1. Must have full set of stamped plans on site for inspection, Set on site missing detail page(s) 2. Garage door bucks not per detail Not able to complete inspection with out plans, truss straps and roof decking ok, Unless plans call for differnt straps in differnt areas but again unable to know with out plans | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 05/31/2024 | Disapproved -FEE REQUIRED | MKRASKI |
| Note: 5/31/24 No repairs made 5/30/2024 - PREVIOUS INSPECTION NOTES 1. Must have full set of stamped plans on site for inspection, Set on site missing detail page(s) 2. Garage door bucks not per detail Not able to complete inspection with out plans, truss straps and roof decking ok, Unless plans call for differnt straps in differnt areas but again unable to know with out plans | |||
| WALL SHEATHING | 05/30/2024 | APPROVED | MKRASKI |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 05/30/2024 | Disapproved - NO FEE | MKRASKI |
| Note: 1. Must have full set of stamped plans on site for inspection, Set on site missing detail page(s) 2. Garage door bucks not per detail Not able to complete inspection with out plans, truss straps and roof decking ok, Unless plans call for differnt straps in differnt areas but again unable to know with out plans | |||
| ROOF SHEATHING | 05/29/2024 | APPROVED | MKRASKI |
| Note: | |||
| ROOF SHEATHING | 05/28/2024 | Disapproved - NO FEE | FWILLIS |
| Note: 5/28/24 - TRUSS T09, AT THE REAR BACK PATIO, SHINERS. PLEASE REMOVE. Inspector Notes from Inspection 2340 Inspector Notes from Inspection 2250 5/6/24 Have clean set of plans for next inspection per FBC 107.3.1 5/3/2024 - PREVIOUS INSPECTION NOTES 1. No intent to treat in box 2. Silt fence need to be in orginal order 3. Slab height is required per plans to be a min of 4'' 4. No ufer ground Stopped inspection not ready, Full re-inspection needed 05-17-2024 Have clean set of plans for next inspection per FBC 107.3.1 | |||
| TIE BEAM / LINTEL | 05/17/2024 | APPROVED - AS NOTED | AGAETANO |
| Note: Inspector Notes from Inspection 2250 5/6/24 Have clean set of plans for next inspection per FBC 107.3.1 5/3/2024 - PREVIOUS INSPECTION NOTES 1. No intent to treat in box 2. Silt fence need to be in orginal order 3. Slab height is required per plans to be a min of 4'' 4. No ufer ground Stopped inspection not ready, Full re-inspection needed 05-17-2024 Have clean set of plans for next inspection per FBC 107.3.1 | |||
| FOUND SURVEY APPROVED (OFFICE) | 05/15/2024 | APPROVED | TBAKER |
| MONOLITHIC SLAB | 05/06/2024 | APPROVED - AS NOTED | MKRASKI |
| Note: 5/6/24 Have clean set of plans for next inspection per FBC 107.3.1 5/3/2024 - PREVIOUS INSPECTION NOTES 1. No intent to treat in box 2. Silt fence need to be in orginal order 3. Slab height is required per plans to be a min of 4'' 4. No ufer ground Stopped inspection not ready, Full re-inspection needed | |||
| MONOLITHIC SLAB | 05/03/2024 | Disapproved -FEE REQUIRED | MKRASKI |
| Note: 1. No intent to treat in box 2. Silt fence need to be in orginal order 3. Slab height is required per plans to be a min of 4'' 4. No ufer ground Stopped inspection not ready, Full re-inspection needed | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 04/30/2024 | APPROVED | MGIBSON |
| GEOTECHNICAL REPORT APPROVAL (OFFICE USE) | 04/29/2024 | APPROVED | JMUNSON |
| WATER METER INSTALLATION REQUEST | 04/09/2024 | APPROVED | CBOWERMASTER |
Review History
| Department | Status | Date In | Date Out |
| MECH | COMPLETE | 07/29/2024 | 07/31/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 05/14/2024 | 05/15/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 05/14/2024 | 05/14/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| ENGIN1 | HOLD | 05/01/2024 | 05/01/2024 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Formboard survey is unacceptable as foundation survey. Please submit foundation survey showing location, dimensions and elevation of finished concrete slab. | |||
| ZON | COMPLETE | 05/01/2024 | 05/01/2024 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 04/24/2024 | 04/29/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 04/19/2024 | 04/22/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 03/14/2024 | 03/18/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 03/08/2024 | 03/14/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 03/08/2024 | 03/13/2024 |
| Note: Released By: JPI | |||
| ELEC | HOLD | 03/01/2024 | 03/04/2024 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. All outlets in kitchen need to be GFCI protected. NEC 2020 210.8 | |||
| ELEC | HOLD | 02/23/2024 | 02/29/2024 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. All outlets in kitchen, laundry and garage need to be GFCI protected. NEC 2020 210.8 | |||
| MECH | COMPLETE | 02/23/2024 | 02/28/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BADMIN | COMPLETE | 02/23/2024 | 02/29/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 02/23/2024 | 02/26/2024 |
| Note: Released By: JPI | |||
| SWALE | COMPLETE | 01/25/2024 | 03/12/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| BADMIN | HOLD | 01/24/2024 | 01/30/2024 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM Geotechnical report to include soil load bearing values. In lieu of this, the Foundation Engineer can provide presumptive load bearing value used for foundation design per R401.4.1 Geotechnical Report Not Accepted. Report submitted indicates root fibers and silt should be cleared to 24 inches. Provide amended geotechnical report to include the information below. • Specifications for the preparation of the site prior to placement of compacted fill material. • Specifications for material to be used as compacted fill. • Test methods to be used to determine the maximum dry density and optimum moisture content of the material used as compacted fill. • The maximum allowable thickness of each lift of compacted fill material. • Field test method for determining the in-place dry density of the compacted fill. • Minimum acceptable in-place dry density expressed as a percentage of the maximum dry density determine in accordance with the third bullet above. • Number and frequency of field tests required to determine compliance with the sixth bullet above. After the geotechnical report is approved by the City of Palm Coast, then the engineer must provide a signed and sealed letter certifying the entire process was completed in accordance with the engineer’s specifications. The engineer’s letter must include a certification statement in accordance with the Florida Administrative Code 61G15-18.011 (4). | |||
| BLD | COMPLETE | 01/24/2024 | 01/25/2024 |
| Note: Released By: JPI | |||
| CUSVC | COMPLETE | 01/24/2024 | 01/29/2024 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ELEC | HOLD | 01/24/2024 | 01/25/2024 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. All outlets in kitchen, laundry and garage need to be GFCI protected. NEC 2020 210.8 2. Electrical riser diagram needs to include the surge protector and outside disconnect. NEC 2020 230.67, 230.85 | |||
| ENGIN1 | COMPLETE | 01/24/2024 | 01/25/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 01/24/2024 | 01/29/2024 |
| LOCATE | COMPLETE | 01/24/2024 | 01/25/2024 |
| Note: Released By: TONI CHURCHILL - - TCHURCHILL@PALMCOASTGOV.COM | |||
| MECH | HOLD | 01/24/2024 | 01/29/2024 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Provide Energy Calcs from 2023 code cycle | |||
| SW1 | COMPLETE | 01/24/2024 | 01/25/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 01/24/2024 | 01/25/2024 |
| 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 |
| PLAN REVIEW - REVISION | ¤32.50 | 09/09/2024 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 09/09/2024 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 09/09/2024 |
| SW ENG - INSPECTION 20 | ¤20.00 | 09/09/2024 |
| SW ENG - INSPECTION 20 | ¤20.00 | 09/09/2024 |
| SW ENG - INSPECTION 20 | ¤20.00 | 09/09/2024 |
| UTILITY PEP REINSPECTION | ¤40.00 | 09/09/2024 |
| SEWER CREDIT | (¤3,512.73) | 03/14/2024 |
| SEWER INSPECTION | ¤25.00 | 03/14/2024 |
| SEWER CAPITAL FACILITY | ¤5,441.03 | 03/14/2024 |
| WATER CAPITAL FACILITY FEE | ¤3,994.51 | 03/14/2024 |
| SITE PLAN 30 | ¤30.00 | 03/14/2024 |
| SW ENG INSPECTION 80 | ¤80.00 | 03/14/2024 |
| SW ENG PRE APRON | ¤30.00 | 03/14/2024 |
| SW ENG - REVIEW 20 | ¤20.00 | 03/14/2024 |
| SW ENG RES REVIEW 200 | ¤200.00 | 03/14/2024 |
| WATER- TURN ON | ¤25.00 | 03/14/2024 |
| ADJUSTMENT 50% | (¤512.73) | 03/14/2024 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 03/14/2024 |
| INSPECTION - RESIDENTIAL | ¤775.50 | 03/14/2024 |
| PLAN REVIEW - RESIDENTIAL | ¤219.96 | 03/14/2024 |
| CONNECTION FEES | ¤1,187.26 | 03/14/2024 |
| FC IMPACT FEE EMS | ¤62.00 | 03/14/2024 |
| IMPACT FEE FIRE | ¤428.09 | 03/14/2024 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 03/14/2024 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 03/14/2024 |
| IMPACT FEE PARKS | ¤1,800.99 | 03/14/2024 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 03/14/2024 |
| IMPACT FEE TRANSPORTATION | ¤1,862.00 | 03/14/2024 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 03/14/2024 |
| SURCHARGE FS 533.721 | ¤5.13 | 03/14/2024 |
| SURCHARGE - FS 468.631 | ¤7.69 | 03/14/2024 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 03/14/2024 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤18,392.20 |