I want to search for...
Permit #2024030303
Permit Details
Status: COED
| Parcel Id: 07-11-31-7016-00010-0100 |
| CONDITIONED SPACE: 2526 sqft |
| GARAGE: 821 sqft |
| OPENED PORCH (WITH ROOF) : 368 sqft |
| Total Square Footage: 3715 sqft |
| Block: 00010 |
| Subdivision: - |
| Job Phone: 386-931-5741 |
| Location Address: 20 COLECHESTER LN |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 04/09/2024 |
| NOC: RECORDED |
| Applicant name: MICHAEL MARINO HANSEN |
| Owner: ALARCON BROOKE & ANDRES H&W |
|
Address 1323 MILLBROOK TRAIL ANN ARBOR, MI 48108 |
| Lot: 0100 |
| Contracted Stated Job Value: ¤348,588.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
RBI HOMES
| Status | Location Address | State License Number | Phone |
| ACTIVE |
PO BOX 1347 PALM COAST, FL 32137 |
RB29003877 (Exp: 08/31/2027) | 386-585-4097 |
Sub Contractors
ARTHUR J PASCOE
| Status | Location Address | State License Number | Phone |
| ACTIVE |
PO BOX 730007 ORMOND BEACH, FL 32174 |
EC13007168 (Exp: 08/31/2026) | 386-547-6439 |
WILLIAM ROBERT BARRICK
| Status | Location Address | Mailing Address | State License Number | Phone |
| CANCEL |
50 LEANNI WAY PALM COAST, FL 32137 |
STE E2 PALM COAST, FL 32137 |
RC29027799 (Exp: 08/31/2025) | 229-375-9123 |
JONATHAN M PEARSON
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
209 N FORSYTH ST BUNNELL, FL 32110 |
CFC1425941 (Exp: 08/31/2026) | 386-597-0944 | 386-437-4996 |
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 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 01/22/2025 | FINAL APPROVED | HCAMACHO |
| Note: 1/21/2025 - PREVIOUS INSPECTION NOTES 1. A/C Unit is flush with grade. FBCR M1403.2 2. Switch outlets in Guest Bedrooms are not working.FBC EC R404.1 3. Missing Surge protector on the outside Panel. NEC 230.67(B) SPD MUST BE LOCATED IN OR ADJACENT TO THE SERVICE EQUIPMENT NEC 230.67SURGE PROTECTOR INSTALLED (2024) 4. Outlets on the sides of the island can not be lower then 12" from the top. NEC 210.52 NO OUTLETS LOWER THEN 12” BELOW A COUNTERTOP AND SHALL NO BE INSTALLED IF A SURFACE EXTENDS MORE THEN 6” | |||
| BLD - BUILDING FINAL | 01/21/2025 | Disapproved - NO FEE | HCAMACHO |
| Note: 1. A/C Unit is flush with grade. FBCR M1403.2 2. Switch outlets in Guest Bedrooms are not working.FBC EC R404.1 3. Missing Surge protector on the outside Panel. NEC 230.67(B) SPD MUST BE LOCATED IN OR ADJACENT TO THE SERVICE EQUIPMENT NEC 230.67SURGE PROTECTOR INSTALLED (2024) 4. Outlets on the sides of the island can not be lower then 12" from the top. NEC 210.52 NO OUTLETS LOWER THEN 12” BELOW A COUNTERTOP AND SHALL NO BE INSTALLED IF A SURFACE EXTENDS MORE THEN 6” | |||
| U-CROSS CONNECTION | 01/21/2025 | APPROVED - AS NOTED | LFITZGERALD |
| Note: irrigation meter plus PVB-no cross connection | |||
| U -UTILITY RESIDENTIAL FINAL | 01/21/2025 | FINAL APPROVED | LFITZGERALD |
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 01/17/2025 | APPROVED | GBERTOLA |
| Note: 1/17/25= CORRECTION WERE MADE 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. 1/16/2025 - PREVIOUS INSPECTION NOTES ** 01/16/25 YOUR FINAL SURVEY SHOWS YOUR DRAINAGE IS STILL NEGATIVELY IMPACTING THE ADJACENT IMPROVED PROPERTY ON THE RIGHT ___________________________________________________________________________________________________________________ 1/10/2025 - PREVIOUS INSPECTION NOTES 1/10/25=We need to achieve a positive flow from the back to the front in the right-back corner and left side of the backyard. The elevations should range from 10.20 to 10.30 and 10.70. On the left side, we have a similar issue: the elevations also need to rise from 10.20 to 10.30 and then to 10.50. If you have any questions, please contact your Stormwater Inspector, Emadison. 12/26/2024 - PREVIOUS INSPECTION NOTES THE FINAL SURVEY STATES THAT YOU DO NOT HAVE POSITIVE FALL FROM BACK TO THE FRONT. Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. ----------------------------------------------------------------- 12/16/2024 - PREVIOUS INSPECTION NOTES ** 12/16/24 YOUR PROPOSED DRAINAGE ON YOUR SITE PLAN SHOWS IT FLOWING FROM THE REAR TO THE FRONT, YOU HAVE ALTERED YOUR DRAINAGE FROM WHAT WAS PROPOSED SEE ATTACHED NOTICE THAT WAS SENT TO ALL BUILDERS AND CONTRACTORS ON APRIL 9, 2024 ** THERE NEEDS TO BE A MINIMUM OF .30 FROM THE BOTTOM OF YOUR INSIDE SWALE TO THE TOP OF THE BERM ALONG THE PROPERTY LINES ** RIGHT SIDE ROAD SIDE SWALE IS .50 LOWER NEED TO RAISE TO MATCH THE EXISTING PROPERTY LINE WHICH WILL HOLD WATER YOU NEED TO HAVE POSTIVE FLOW **"Sec 300.01(4,5,6) Positive fall is considered to be 0.10 feet in 20 feet. *** CONTRACTORS NEWSFLASH *** Grading and Final Surveys April 9, 2024 The Stormwater Division would like to remind contractors the importance of adhering to the approved site plan throughout the entire construction process unless revisions have been submitted and approved in accordance with COPC permitting procedures. Recently we have received several Final Surveys with significant and unapproved departures from the original site plan. We understand that sometimes site conditions and circumstances arise during construction which require alterations to the original plan. In such cases, the contractor is required to submit a revised site plan for review and approval PRIOR to the execution of work. Alterations to grading and drainage shall not be made without prior approval from the Stormwater Division. Updated requirements for grading and finished floor elevations in the February 2024 updated Technical Manual. https://www.palmcoast.gov/community-development Please contact the Stormwater Division at 386-986-4750 with any questions/concerns. | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 01/17/2025 | APPROVED - AS NOTED | GBERTOLA |
| Note: 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. | |||
| ROW - STORMWATER FINAL | 01/17/2025 | APPROVED | GBERTOLA |
| Note: CORRECTION WERE MADE 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. | |||
| ROW - FINAL APRON (AFTER POUR) | 01/17/2025 | APPROVED | GBERTOLA |
| Note: Inspector Notes from Inspection 9465 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. 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. THIS INCLUDES BUT IS NOT LIMITED TO THE CULVERT PIPE ELEVATION APPROVAL FOR THE CONCRETE POUR. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 01/16/2025 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 01/16/25 YOUR FINAL SURVEY SHOWS YOUR DRAINAGE IS STILL NEGATIVELY IMPACTING THE ADJACENT IMPROVED PROPERTY ON THE RIGHT ___________________________________________________________________________________________________________________ 1/10/2025 - PREVIOUS INSPECTION NOTES 1/10/25=We need to achieve a positive flow from the back to the front in the right-back corner and left side of the backyard. The elevations should range from 10.20 to 10.30 and 10.70. On the left side, we have a similar issue: the elevations also need to rise from 10.20 to 10.30 and then to 10.50. If you have any questions, please contact your Stormwater Inspector, Emadison. 12/26/2024 - PREVIOUS INSPECTION NOTES THE FINAL SURVEY STATES THAT YOU DO NOT HAVE POSITIVE FALL FROM BACK TO THE FRONT. Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. ----------------------------------------------------------------- 12/16/2024 - PREVIOUS INSPECTION NOTES ** 12/16/24 YOUR PROPOSED DRAINAGE ON YOUR SITE PLAN SHOWS IT FLOWING FROM THE REAR TO THE FRONT, YOU HAVE ALTERED YOUR DRAINAGE FROM WHAT WAS PROPOSED SEE ATTACHED NOTICE THAT WAS SENT TO ALL BUILDERS AND CONTRACTORS ON APRIL 9, 2024 ** THERE NEEDS TO BE A MINIMUM OF .30 FROM THE BOTTOM OF YOUR INSIDE SWALE TO THE TOP OF THE BERM ALONG THE PROPERTY LINES ** RIGHT SIDE ROAD SIDE SWALE IS .50 LOWER NEED TO RAISE TO MATCH THE EXISTING PROPERTY LINE WHICH WILL HOLD WATER YOU NEED TO HAVE POSTIVE FLOW **"Sec 300.01(4,5,6) Positive fall is considered to be 0.10 feet in 20 feet. *** CONTRACTORS NEWSFLASH *** Grading and Final Surveys April 9, 2024 The Stormwater Division would like to remind contractors the importance of adhering to the approved site plan throughout the entire construction process unless revisions have been submitted and approved in accordance with COPC permitting procedures. Recently we have received several Final Surveys with significant and unapproved departures from the original site plan. We understand that sometimes site conditions and circumstances arise during construction which require alterations to the original plan. In such cases, the contractor is required to submit a revised site plan for review and approval PRIOR to the execution of work. Alterations to grading and drainage shall not be made without prior approval from the Stormwater Division. Updated requirements for grading and finished floor elevations in the February 2024 updated Technical Manual. https://www.palmcoast.gov/community-development Please contact the Stormwater Division at 386-986-4750 with any questions/concerns. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 01/10/2025 | Disapproved -FEE REQUIRED | GBERTOLA |
| Note: 1/10/25=We need to achieve a positive flow from the back to the front in the right-back corner and left side of the backyard. The elevations should range from 10.20 to 10.30 and 10.70. On the left side, we have a similar issue: the elevations also need to rise from 10.20 to 10.30 and then to 10.50. If you have any questions, please contact your Stormwater Inspector, Emadison. 12/26/2024 - PREVIOUS INSPECTION NOTES THE FINAL SURVEY STATES THAT YOU DO NOT HAVE POSITIVE FALL FROM BACK TO THE FRONT. Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. ----------------------------------------------------------------- 12/16/2024 - PREVIOUS INSPECTION NOTES ** 12/16/24 YOUR PROPOSED DRAINAGE ON YOUR SITE PLAN SHOWS IT FLOWING FROM THE REAR TO THE FRONT, YOU HAVE ALTERED YOUR DRAINAGE FROM WHAT WAS PROPOSED SEE ATTACHED NOTICE THAT WAS SENT TO ALL BUILDERS AND CONTRACTORS ON APRIL 9, 2024 ** THERE NEEDS TO BE A MINIMUM OF .30 FROM THE BOTTOM OF YOUR INSIDE SWALE TO THE TOP OF THE BERM ALONG THE PROPERTY LINES ** RIGHT SIDE ROAD SIDE SWALE IS .50 LOWER NEED TO RAISE TO MATCH THE EXISTING PROPERTY LINE WHICH WILL HOLD WATER YOU NEED TO HAVE POSTIVE FLOW **"Sec 300.01(4,5,6) Positive fall is considered to be 0.10 feet in 20 feet. *** CONTRACTORS NEWSFLASH *** Grading and Final Surveys April 9, 2024 The Stormwater Division would like to remind contractors the importance of adhering to the approved site plan throughout the entire construction process unless revisions have been submitted and approved in accordance with COPC permitting procedures. Recently we have received several Final Surveys with significant and unapproved departures from the original site plan. We understand that sometimes site conditions and circumstances arise during construction which require alterations to the original plan. In such cases, the contractor is required to submit a revised site plan for review and approval PRIOR to the execution of work. Alterations to grading and drainage shall not be made without prior approval from the Stormwater Division. Updated requirements for grading and finished floor elevations in the February 2024 updated Technical Manual. https://www.palmcoast.gov/community-development Please contact the Stormwater Division at 386-986-4750 with any questions/concerns. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 12/26/2024 | Disapproved -FEE REQUIRED | PFLANAGAN |
| Note: THE FINAL SURVEY STATES THAT YOU DO NOT HAVE POSITIVE FALL FROM BACK TO THE FRONT. Sec.300.01 (4,5,6) The tolerance along side lot lines is no more than 20 feet, with positive fall on each side. Positive fall is considered to be 0.10 feet in 20 feet. ----------------------------------------------------------------- 12/16/2024 - PREVIOUS INSPECTION NOTES ** 12/16/24 YOUR PROPOSED DRAINAGE ON YOUR SITE PLAN SHOWS IT FLOWING FROM THE REAR TO THE FRONT, YOU HAVE ALTERED YOUR DRAINAGE FROM WHAT WAS PROPOSED SEE ATTACHED NOTICE THAT WAS SENT TO ALL BUILDERS AND CONTRACTORS ON APRIL 9, 2024 ** THERE NEEDS TO BE A MINIMUM OF .30 FROM THE BOTTOM OF YOUR INSIDE SWALE TO THE TOP OF THE BERM ALONG THE PROPERTY LINES ** RIGHT SIDE ROAD SIDE SWALE IS .50 LOWER NEED TO RAISE TO MATCH THE EXISTING PROPERTY LINE WHICH WILL HOLD WATER YOU NEED TO HAVE POSTIVE FLOW **"Sec 300.01(4,5,6) Positive fall is considered to be 0.10 feet in 20 feet. *** CONTRACTORS NEWSFLASH *** Grading and Final Surveys April 9, 2024 The Stormwater Division would like to remind contractors the importance of adhering to the approved site plan throughout the entire construction process unless revisions have been submitted and approved in accordance with COPC permitting procedures. Recently we have received several Final Surveys with significant and unapproved departures from the original site plan. We understand that sometimes site conditions and circumstances arise during construction which require alterations to the original plan. In such cases, the contractor is required to submit a revised site plan for review and approval PRIOR to the execution of work. Alterations to grading and drainage shall not be made without prior approval from the Stormwater Division. Updated requirements for grading and finished floor elevations in the February 2024 updated Technical Manual. https://www.palmcoast.gov/community-development Please contact the Stormwater Division at 386-986-4750 with any questions/concerns. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 12/16/2024 | Disapproved - NO FEE | EMADISON |
| Note: ** 12/16/24 YOUR PROPOSED DRAINAGE ON YOUR SITE PLAN SHOWS IT FLOWING FROM THE REAR TO THE FRONT, YOU HAVE ALTERED YOUR DRAINAGE FROM WHAT WAS PROPOSED SEE ATTACHED NOTICE THAT WAS SENT TO ALL BUILDERS AND CONTRACTORS ON APRIL 9, 2024 ** THERE NEEDS TO BE A MINIMUM OF .30 FROM THE BOTTOM OF YOUR INSIDE SWALE TO THE TOP OF THE BERM ALONG THE PROPERTY LINES ** RIGHT SIDE ROAD SIDE SWALE IS .50 LOWER NEED TO RAISE TO MATCH THE EXISTING PROPERTY LINE WHICH WILL HOLD WATER YOU NEED TO HAVE POSTIVE FLOW **"Sec 300.01(4,5,6) Positive fall is considered to be 0.10 feet in 20 feet. *** CONTRACTORS NEWSFLASH *** Grading and Final Surveys April 9, 2024 The Stormwater Division would like to remind contractors the importance of adhering to the approved site plan throughout the entire construction process unless revisions have been submitted and approved in accordance with COPC permitting procedures. Recently we have received several Final Surveys with significant and unapproved departures from the original site plan. We understand that sometimes site conditions and circumstances arise during construction which require alterations to the original plan. In such cases, the contractor is required to submit a revised site plan for review and approval PRIOR to the execution of work. Alterations to grading and drainage shall not be made without prior approval from the Stormwater Division. Updated requirements for grading and finished floor elevations in the February 2024 updated Technical Manual. https://www.palmcoast.gov/community-development Please contact the Stormwater Division at 386-986-4750 with any questions/concerns. | |||
| ROW- PROJECT STATUS | 11/25/2024 | Status Check | EMADISON |
| Note: MEETING WITH THE BUILDER | |||
| ROW- PRE-APRON (PRE-POUR) | 11/19/2024 | APPROVED | PFLANAGAN |
| Note: IT'S YOUR RESPONSIBILITY TO CHECK THE CULVERT ELEVATIONS BEFORE POURING CONCRETE. ALL CONCRETE NEEDS TO BE A MINIMUM OF 3000PSI WITH FIBER OR WITH METAL MESH IN THE CONCRETE TO MEET ALL CITY'S STANDARDS. At the time of the inspection all minimum city requirements were met. It is the builders and the homowners responsibility to ensure that nothing changes after this Inspection is approved. It will not be on the city if any changes after this inspection. | |||
| ELECTRIC - EARLY POWER | 10/14/2024 | APPROVED | HCAMACHO |
| GRAVITY SEWER TEST | 09/19/2024 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| SEWER TIE IN | 09/19/2024 | APPROVED - AS NOTED | MGIBSON |
| Note: THIS WAS A VIRTUAL INSPECTION | |||
| INSULATION | 08/28/2024 | APPROVED | FWILLIS |
| LATH/BRICK/ WATER BARRIER | 08/23/2024 | APPROVED | FWILLIS |
| Note: Inspector Notes from Inspection 2420 *** NOTES ADDED BY LMILLER 8/16/2024 10:25:55 AM *** Need nail plates at bottom plates where underground is in kitchen NEC 300.4 | |||
| ALL ROUGH | 08/16/2024 | APPROVED - AS NOTED | LMILLER |
| Note: *** NOTES ADDED BY LMILLER 8/16/2024 10:25:55 AM *** Need nail plates at bottom plates where underground is in kitchen NEC 300.4 | |||
| ROOF VALLEY & METAL | 07/16/2024 | APPROVED | JWALKER |
| WALL SHEATHING | 07/12/2024 | APPROVED | JWALKER |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 07/12/2024 | APPROVED | JWALKER |
| FOUND SURVEY APPROVED (OFFICE) | 05/29/2024 | APPROVED | TBAKER |
| TIE BEAM / LINTEL | 05/23/2024 | APPROVED | JWALKER |
| MONOLITHIC SLAB | 05/16/2024 | APPROVED | LMILLER |
| Note: 5/15/2024 - PREVIOUS INSPECTION NOTES5-16-24 notes below resolved 1. Left side slab area needs to be tamped due to soil over throw during pipe install. 2. Right side of the the slab is not meeting the required 4" minium slab depth shown on the plan. Remove excess soil and tamp. See detail 1 on the foundation plan. Please install test string lines for reinspection. 3. Lap and seal all plastic. Multilple areas. | |||
| MONOLITHIC SLAB | 05/15/2024 | Disapproved - NO FEE | JWALKER |
| Note: 1. Left side slab area needs to be tamped due to soil over throw during pipe install. 2. Right side of the the slab is not meeting the required 4" minium slab depth shown on the plan. Remove excess soil and tamp. See detail 1 on the foundation plan. Please install test string lines for reinspection. 3. Lap and seal all plastic. Multilple areas. | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 05/10/2024 | APPROVED | MGIBSON |
| Note: 5/9/2024 - PREVIOUS INSPECTION NOTES 5/7/2024 - PREVIOUS INSPECTION NOTES MISSED INSPECTION, REMOVE ALL DIRT FROM ''DWV'' WATER DISTRIBUTION LINES REMOVE ALL STEEL FROM SLAB AREA AND FOOTER AREAS FOR INSPECTION.. SEE FIRST ROUGH NOTE FROM 5/7/24 | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 05/09/2024 | Disapproved -FEE REQUIRED | MGIBSON |
| Note: 5/7/2024 - PREVIOUS INSPECTION NOTES MISSED INSPECTION, REMOVE ALL DIRT FROM ''DWV'' WATER DISTRIBUTION LINES REMOVE ALL STEEL FROM SLAB AREA AND FOOTER AREAS FOR INSPECTION.. SEE FIRST ROUGH NOTE FROM 5/7/24 | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 05/07/2024 | Disapproved -FEE REQUIRED | MGIBSON |
| Note: MISSED INSPECTION, REMOVE ALL DIRT FROM ''DWV'' WATER DISTRIBUTION LINES REMOVE ALL STEEL FROM SLAB AREA AND FOOTER AREAS FOR INSPECTION | |||
| GEOTECHNICAL REPORT APPROVAL (OFFICE USE) | 05/06/2024 | APPROVED | JMUNSON |
| WATER METER INSTALLATION REQUEST | 04/24/2024 | APPROVED | CBOWERMASTER |
| Note: 4/23/2024 7:20:46 AM- PREVIOUS INSPECTION NOTES clearing | |||
| WATER METER INSTALLATION REQUEST | 04/22/2024 | Disapproved -FEE REQUIRED | CBOWERMASTER |
| Note: clearing |
Review History
| Department | Status | Date In | Date Out |
| BLD | COMPLETE | 07/31/2024 | 08/01/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 05/28/2024 | 05/29/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 05/28/2024 | 05/28/2024 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 05/02/2024 | 05/06/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 04/04/2024 | 04/08/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 04/04/2024 | 04/08/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ELEC | HOLD | 03/26/2024 | 04/01/2024 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 2. Electrical riser diagram needs to include the surge protector and show outside disconnect. NEC 2020 230.67, 230.85 | |||
| SW1 | COMPLETE | 03/26/2024 | 04/04/2024 |
| Note: Released By: SINA VEDADI MOGHADAM - (386)986-2569 - SVEDADIMOGHADAM@PALMCOASTGOV.COM | |||
| BLD | HOLD | 03/26/2024 | 03/30/2024 |
| 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. | |||
| ELEC | HOLD | 03/20/2024 | 03/25/2024 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 2. Electrical riser diagram needs to include the surge protector and show outside disconnect. NEC 2020 230.67, 230.85 3rd REQUEST | |||
| BLD | HOLD | 03/20/2024 | 03/21/2024 |
| Note: Held By: JPI 1. We apologize if we missed something. The following comment still appears to apply: 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. | |||
| SW1 | HOLD | 03/20/2024 | 03/26/2024 |
| Note: Held By: JOHN HOWARD - - JHOWARD@PALMCOASTGOV.COM Please submit an updated approved site plan for SW1 review. Previous SW1 comments not addressed - missing all proposed elevations | |||
| SW1 | HOLD | 03/13/2024 | 03/20/2024 |
| Note: Held By: JEFF CREWS - - JCREWS@PALMCOASTGOV.COM Please show all proposed site elv's, flow arrows , FF and Garage proposed elv's | |||
| ZON | COMPLETE | 03/13/2024 | 03/13/2024 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 03/13/2024 | 03/14/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ELEC | HOLD | 03/13/2024 | 03/18/2024 |
| 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 2. Electrical riser diagram needs to include the surge protector and show outside disconnect. NEC 2020 230.67, 230.85 2nd REQUEST | |||
| BADMIN | COMPLETE | 03/13/2024 | 03/18/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | HOLD | 03/13/2024 | 03/19/2024 |
| 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. | |||
| SWALE | COMPLETE | 03/08/2024 | 05/10/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| BADMIN | HOLD | 03/07/2024 | 03/12/2024 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. Geo Tech report needs to be digitally signed and sealed. 2. Truss packet or truss layout must have shop drawing approval stamp by engineer of record who designed the house. | |||
| BLD | HOLD | 03/07/2024 | 03/12/2024 |
| Note: Held By: JPI 1. Please provide current product approval numbers. 19309.2 does not appear to be an active number. 107.2.4 2. 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 | 03/07/2024 | 03/08/2024 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ELEC | HOLD | 03/07/2024 | 03/12/2024 |
| 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 show outside disconnect. NEC 2020 230.67, 230.85 | |||
| ENGIN1 | COMPLETE | 03/07/2024 | 03/08/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 03/07/2024 | 03/12/2024 |
| LOCATE | COMPLETE | 03/07/2024 | 03/13/2024 |
| Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM | |||
| MECH | HOLD | 03/07/2024 | 03/12/2024 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Provide energy calcs from listed subcontractor | |||
| SW1 | HOLD | 03/07/2024 | 03/08/2024 |
| Note: Held By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM Site plan does not show proposed slab elevation, proposed spot grades, flow arrows, etc. | |||
| ZON | HOLD | 03/07/2024 | 03/08/2024 |
| Note: Held By: SCOTT THOMAS - (386)986-3780 - STHOMAS@PALMCOASTGOV.COM MISSING TREES ON LANDSCAPE PLAN |
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 | 01/17/2025 |
| REINSPECTION FEE | ¤40.00 | 01/17/2025 |
| SW ENG REINSPECTION 20 | ¤20.00 | 01/17/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 01/17/2025 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 01/17/2025 |
| CONNECTION FEES | ¤1,187.26 | 04/09/2024 |
| SW ENG - REVIEW 20 | ¤20.00 | 04/09/2024 |
| SW ENG RES REVIEW 200 | ¤200.00 | 04/09/2024 |
| SEWER CREDIT | (¤1,147.00) | 04/09/2024 |
| SEWER INSPECTION | ¤25.00 | 04/09/2024 |
| SEWER CAPITAL FACILITY | ¤5,441.03 | 04/09/2024 |
| WATER CAPITAL FACILITY FEE | ¤3,994.51 | 04/09/2024 |
| SITE PLAN 30 | ¤30.00 | 04/09/2024 |
| SURCHARGE FS 533.721 | ¤8.89 | 04/09/2024 |
| SURCHARGE - FS 468.631 | ¤13.33 | 04/09/2024 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 04/09/2024 |
| SW ENG INSPECTION 80 | ¤80.00 | 04/09/2024 |
| SW ENG PRE APRON | ¤30.00 | 04/09/2024 |
| WATER-METER | ¤514.49 | 04/09/2024 |
| WATER- TURN ON | ¤25.00 | 04/09/2024 |
| WATER- TURN ON | ¤25.00 | 04/09/2024 |
| ADJUSTMENT 50% | (¤888.68) | 04/09/2024 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 04/09/2024 |
| INSPECTION - RESIDENTIAL | ¤1,361.25 | 04/09/2024 |
| PLAN REVIEW - RESIDENTIAL | ¤386.10 | 04/09/2024 |
| FC IMPACT FEE EMS | ¤62.00 | 04/09/2024 |
| IMPACT FEE FIRE | ¤428.09 | 04/09/2024 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 04/09/2024 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 04/09/2024 |
| IMPACT FEE PARKS | ¤1,800.99 | 04/09/2024 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 04/09/2024 |
| IMPACT FEE TRANSPORTATION | ¤1,862.00 | 04/09/2024 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 04/09/2024 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 04/09/2024 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤21,655.26 |