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Permit #2023060379
Permit Details
Status: COED
| Parcel Id: 07-11-31-7037-01060-0320 |
| CONDITIONED SPACE: 1363 sqft |
| GARAGE: 409 sqft |
| SCREEN PORCH (SOLID ROOF) : 64 sqft |
| Total Square Footage: 1836 sqft |
| Block: 01060 |
| Subdivision: 2176 - SECTION 37-LAKEVIEW |
| Job Phone: 321-200-7145 |
| Location Address: 33 LONDON DR |
| Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY |
| Issue Date: 10/05/2023 |
| NOC: RECORDED |
| Applicant name: JAMES BOWIE CLARK |
| Owner: K HOVNANIAN ASPIRE AT PALM COAST LLC |
|
Address SUITE 260 MAITLAND, FL 32751 |
|
Address 2301 LUCIEN WAY MAITLAND, FL 32751 |
| Lot: 0320 |
| Contracted Stated Job Value: ¤110,403.00 |
| Job Description: SINGLE FAMILY RESIDENCE |
| Type: CN |
Contractor
K HOVNANIAN FLORIDA OPERATIONS LLC
| Status | Location Address | State License Number | Phone |
| ACTIVE |
2301 LUCIEN WAY, STE 260 MAITLAND, FL 32751 |
CBC1263047 (Exp: 08/31/2026) | 561-735-2806 |
Sub Contractors
JOHN BRADLEY WINFREY JR
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
1685 S. CLARA AVE Deland, FL 32720 |
CFC054901 (Exp: 08/31/2026) | 386-734-0154 | 386-734-2751 |
JAMES MICHAEL WATSON
| Status | Location Address | State License Number | Phone |
| INACTIVE |
38115 YALE CIRCLE LEESBURG, FL 34748 |
SCC131152841 (Exp: 08/31/2026) | 352-434-0115 |
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 |
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 |
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 |
Inspection History
| Type | Request Date | Result | Inspector |
| BLD - BUILDING FINAL | 05/31/2024 | Disapproved - NO FEE | JSTEWART |
| Note: *** NOTES ADDED BY JSTEWART 5/31/2024 10:41:47 AM *** 1. Please install power mast boot flashing to specs. (sitting ontop of shingles). 2. Please seal hole in garage wall. Note: spoke with Super onsite, If above can be rectified today, I will accept a video Re inspection. via facetime, google meet. | |||
| BLD - BUILDING FINAL | 05/31/2024 | FINAL APPROVED | JSTEWART |
| Note: *** NOTES ADDED BY JSTEWART 5/31/2024 3:57:18 PM *** Video re inspect 5/31/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY JSTEWART 5/31/2024 10:41:47 AM *** 1. Please install power mast boot flashing to specs. (sitting ontop of shingles). 2. Please seal hole in garage wall. Note: spoke with Super onsite, If above can be rectified today, I will accept a video Re inspection. via facetime, google meet. | |||
| ROW - STORMWATER FINAL | 05/31/2024 | APPROVED - AS NOTED | GBERTOLA |
| Note: 05/30/24= 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. need to remove the concrete and dirt inside the culvert pipe *** NOTES ADDED BY RGROSS 5/29/2024 7:53:10 AM *** Please also make sure the property line damage to the sod is also repaired between 31 and the new home. *** NOTES ADDED BY RGROSS 5/29/2024 7:44:03 AM *** Caller at 31 says that the builder has destroyed several feet of his swale. Please be sure that all swale damage to adjacent lots are repaired. rjg. NOTE: 12/21/23. Please double check that the storm water does not impact either neighbor on either side and that the swale matches grade. Both homeowners were "infill" lot issues during construction. 1/11/24 See note on failed drainage inspection dated 1/11/24. | |||
| U -UTILITY RESIDENTIAL FINAL | 05/31/2024 | FINAL APPROVED | DHANEY |
| ROW FIELD SURVEY /GRADING CERTIFICATION | 05/30/2024 | 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 5/30/24=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 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/29/2024 - PREVIOUS INSPECTION NOTES ** 05/29/24 YOUR SUBMITTED FINAL SURVEY HAS NOT CHANGED OTHER THAN ADDING THE FFE FOR THE TWO (2) ADJACENT PROPERTIES IN THE REAR PUTTING ARROWS DOES NOT CHANGE THE DRAINAGE ** 05/28/24 YOUR FINAL SURVEY DOES NOT MATCH YOUR SUBMITTED PROPOSED LOT DRAINAGE SITE PLAN YOU PROPOSED AN "A" DRAINAGE YOUR FINAL SURVEY SHOWS YOU WILL IMPACT ADJACENT PROPERTIES ** FFE of adjacent improved properties. (F)Land Development Code Technical Manual, Section 300.01 (A)(1)(B)(3) ** Section 300.01 (A)(1)(C)(6). Unless specifically stated the subject lot must drain from back to front or a portion may be drained to an adjacent City drainage feature. (B) ** 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. ** Sec 300.02 B1 If the survey is incomplete, unclear, does not adequately show the drainage patterns, or if the constructed drainage is incorrect it will be promptly faxed or e-mailed back to the builder explaining the reason for the rejection. ** YOU NEED ELEVATION SHOTS IN ROAD SIDE SWALE SHOWING DRAINAGE FLOW ** YOUR CULVERT IS SHOWING TO BE OUT OF TOLERANCE IN ACCORDANCE WITH THE CITY OF PALM COASTS SWALE PLAN . ** 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 __________________________________________________________________________________________________________________ 5/28/2024 - PREVIOUS INSPECTION NOTES ** 05/28/24 YOUR FINAL SURVEY DOES NOT MATCH YOUR SUBMITTED PROPOSED LOT DRAINAGE SITE PLAN YOU PROPOSED AN "A" DRAINAGE YOUR FINAL SURVEY SHOWS YOU WILL IMPACT ADJACENT PROPERTIES ** FFE of adjacent improved properties. (F)Land Development Code Technical Manual, Section 300.01 (A)(1)(B)(3) ** Section 300.01 (A)(1)(C)(6). Unless specifically stated the subject lot must drain from back to front or a portion may be drained to an adjacent City drainage feature. (B) ** 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. ** Sec 300.02 B1 If the survey is incomplete, unclear, does not adequately show the drainage patterns, or if the constructed drainage is incorrect it will be promptly faxed or e-mailed back to the builder explaining the reason for the rejection. ** YOU NEED ELEVATION SHOTS IN ROAD SIDE SWALE SHOWING DRAINAGE FLOW ** YOUR CULVERT IS SHOWING TO BE OUT OF TOLERANCE IN ACCORDANCE WITH THE CITY OF PALM COASTS SWALE PLAN . ** 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 __________________________________________________________________________________________________________________ 5/13/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY EMADISON 5/13/2024 7:52:41 AM *** ** 05/13/24 YOUR FINAL SURVEY DOES NOT MATCH YOUR SUBMITTED PROPOSED LOT DRAINAGE SITE PLAN ** Section 300.01 (A)(1)(C)(6). Unless specifically stated the subject lot must drain from back to front or a portion may be drained to an adjacent City drainage feature. (B) ** 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. ** Sec 300.02 B1 If the survey is incomplete, unclear, does not adequately show the drainage patterns, or if the constructed drainage is incorrect it will be promptly faxed or e-mailed back to the builder explaining the reason for the rejection. ** YOUR CULVERT IS SHOWING TO BE OUT OF TOLERANCE AS YOUR ELEVATION SHOTS YOU HAVE SAY THEY ARE AT THE TOP OF CULVERT NEED TO BE FROM BOTTOM OF CULVERT ** 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 __________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 02/29/24 PLEASE BACKFILL ALONG FORM BOARDS TO PREVENT OVER POUR. THIS IS PART OF THE AFTERPOUR INSPECTION TO MAKE SURE THERE IS NO OVER POUR. 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. 5/29/2024 - PREVIOUS INSPECTION NOTES ** 05/29/24 THERE NEEDS TO BE AN APPROVED FINAL SURVEY BEFORE THE FIELD SURVEY INSPECTION CAN BE CONDUCTED _______________________________________________________________________________________________________________________ 5/28/2024 - PREVIOUS INSPECTION NOTES ** 05/28/24 THERE NEEDS TO BE AN APPROVED FINAL SURVEY BEFORE THE FIELD SURVEY INSPECTION CAN BE CONDUCTED | |||
| ROW - FINAL APRON (AFTER POUR) | 05/30/2024 | APPROVED | 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- FINAL SURVEY/GRADING CERTIFICATION | 05/30/2024 | APPROVED - AS NOTED | GBERTOLA |
| Note: 5/30/24=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 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 5/29/2024 - PREVIOUS INSPECTION NOTES ** 05/29/24 YOUR SUBMITTED FINAL SURVEY HAS NOT CHANGED OTHER THAN ADDING THE FFE FOR THE TWO (2) ADJACENT PROPERTIES IN THE REAR PUTTING ARROWS DOES NOT CHANGE THE DRAINAGE ** 05/28/24 YOUR FINAL SURVEY DOES NOT MATCH YOUR SUBMITTED PROPOSED LOT DRAINAGE SITE PLAN YOU PROPOSED AN "A" DRAINAGE YOUR FINAL SURVEY SHOWS YOU WILL IMPACT ADJACENT PROPERTIES ** FFE of adjacent improved properties. (F)Land Development Code Technical Manual, Section 300.01 (A)(1)(B)(3) ** Section 300.01 (A)(1)(C)(6). Unless specifically stated the subject lot must drain from back to front or a portion may be drained to an adjacent City drainage feature. (B) ** 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. ** Sec 300.02 B1 If the survey is incomplete, unclear, does not adequately show the drainage patterns, or if the constructed drainage is incorrect it will be promptly faxed or e-mailed back to the builder explaining the reason for the rejection. ** YOU NEED ELEVATION SHOTS IN ROAD SIDE SWALE SHOWING DRAINAGE FLOW ** YOUR CULVERT IS SHOWING TO BE OUT OF TOLERANCE IN ACCORDANCE WITH THE CITY OF PALM COASTS SWALE PLAN . ** 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 __________________________________________________________________________________________________________________ 5/28/2024 - PREVIOUS INSPECTION NOTES ** 05/28/24 YOUR FINAL SURVEY DOES NOT MATCH YOUR SUBMITTED PROPOSED LOT DRAINAGE SITE PLAN YOU PROPOSED AN "A" DRAINAGE YOUR FINAL SURVEY SHOWS YOU WILL IMPACT ADJACENT PROPERTIES ** FFE of adjacent improved properties. (F)Land Development Code Technical Manual, Section 300.01 (A)(1)(B)(3) ** Section 300.01 (A)(1)(C)(6). Unless specifically stated the subject lot must drain from back to front or a portion may be drained to an adjacent City drainage feature. (B) ** 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. ** Sec 300.02 B1 If the survey is incomplete, unclear, does not adequately show the drainage patterns, or if the constructed drainage is incorrect it will be promptly faxed or e-mailed back to the builder explaining the reason for the rejection. ** YOU NEED ELEVATION SHOTS IN ROAD SIDE SWALE SHOWING DRAINAGE FLOW ** YOUR CULVERT IS SHOWING TO BE OUT OF TOLERANCE IN ACCORDANCE WITH THE CITY OF PALM COASTS SWALE PLAN . ** 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 __________________________________________________________________________________________________________________ 5/13/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY EMADISON 5/13/2024 7:52:41 AM *** ** 05/13/24 YOUR FINAL SURVEY DOES NOT MATCH YOUR SUBMITTED PROPOSED LOT DRAINAGE SITE PLAN ** Section 300.01 (A)(1)(C)(6). Unless specifically stated the subject lot must drain from back to front or a portion may be drained to an adjacent City drainage feature. (B) ** 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. ** Sec 300.02 B1 If the survey is incomplete, unclear, does not adequately show the drainage patterns, or if the constructed drainage is incorrect it will be promptly faxed or e-mailed back to the builder explaining the reason for the rejection. ** YOUR CULVERT IS SHOWING TO BE OUT OF TOLERANCE AS YOUR ELEVATION SHOTS YOU HAVE SAY THEY ARE AT THE TOP OF CULVERT NEED TO BE FROM BOTTOM OF CULVERT ** 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 __________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 02/29/24 PLEASE BACKFILL ALONG FORM BOARDS TO PREVENT OVER POUR. THIS IS PART OF THE AFTERPOUR INSPECTION TO MAKE SURE THERE IS NO OVER POUR. 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. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 05/29/2024 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 05/29/24 YOUR SUBMITTED FINAL SURVEY HAS NOT CHANGED OTHER THAN ADDING THE FFE FOR THE TWO (2) ADJACENT PROPERTIES IN THE REAR PUTTING ARROWS DOES NOT CHANGE THE DRAINAGE ** 05/28/24 YOUR FINAL SURVEY DOES NOT MATCH YOUR SUBMITTED PROPOSED LOT DRAINAGE SITE PLAN YOU PROPOSED AN "A" DRAINAGE YOUR FINAL SURVEY SHOWS YOU WILL IMPACT ADJACENT PROPERTIES ** FFE of adjacent improved properties. (F)Land Development Code Technical Manual, Section 300.01 (A)(1)(B)(3) ** Section 300.01 (A)(1)(C)(6). Unless specifically stated the subject lot must drain from back to front or a portion may be drained to an adjacent City drainage feature. (B) ** 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. ** Sec 300.02 B1 If the survey is incomplete, unclear, does not adequately show the drainage patterns, or if the constructed drainage is incorrect it will be promptly faxed or e-mailed back to the builder explaining the reason for the rejection. ** YOU NEED ELEVATION SHOTS IN ROAD SIDE SWALE SHOWING DRAINAGE FLOW ** YOUR CULVERT IS SHOWING TO BE OUT OF TOLERANCE IN ACCORDANCE WITH THE CITY OF PALM COASTS SWALE PLAN . ** 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 __________________________________________________________________________________________________________________ 5/28/2024 - PREVIOUS INSPECTION NOTES ** 05/28/24 YOUR FINAL SURVEY DOES NOT MATCH YOUR SUBMITTED PROPOSED LOT DRAINAGE SITE PLAN YOU PROPOSED AN "A" DRAINAGE YOUR FINAL SURVEY SHOWS YOU WILL IMPACT ADJACENT PROPERTIES ** FFE of adjacent improved properties. (F)Land Development Code Technical Manual, Section 300.01 (A)(1)(B)(3) ** Section 300.01 (A)(1)(C)(6). Unless specifically stated the subject lot must drain from back to front or a portion may be drained to an adjacent City drainage feature. (B) ** 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. ** Sec 300.02 B1 If the survey is incomplete, unclear, does not adequately show the drainage patterns, or if the constructed drainage is incorrect it will be promptly faxed or e-mailed back to the builder explaining the reason for the rejection. ** YOU NEED ELEVATION SHOTS IN ROAD SIDE SWALE SHOWING DRAINAGE FLOW ** YOUR CULVERT IS SHOWING TO BE OUT OF TOLERANCE IN ACCORDANCE WITH THE CITY OF PALM COASTS SWALE PLAN . ** 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 __________________________________________________________________________________________________________________ 5/13/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY EMADISON 5/13/2024 7:52:41 AM *** ** 05/13/24 YOUR FINAL SURVEY DOES NOT MATCH YOUR SUBMITTED PROPOSED LOT DRAINAGE SITE PLAN ** Section 300.01 (A)(1)(C)(6). Unless specifically stated the subject lot must drain from back to front or a portion may be drained to an adjacent City drainage feature. (B) ** 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. ** Sec 300.02 B1 If the survey is incomplete, unclear, does not adequately show the drainage patterns, or if the constructed drainage is incorrect it will be promptly faxed or e-mailed back to the builder explaining the reason for the rejection. ** YOUR CULVERT IS SHOWING TO BE OUT OF TOLERANCE AS YOUR ELEVATION SHOTS YOU HAVE SAY THEY ARE AT THE TOP OF CULVERT NEED TO BE FROM BOTTOM OF CULVERT ** 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 __________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 02/29/24 PLEASE BACKFILL ALONG FORM BOARDS TO PREVENT OVER POUR. THIS IS PART OF THE AFTERPOUR INSPECTION TO MAKE SURE THERE IS NO OVER POUR. 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. | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 05/29/2024 | Disapproved - NO FEE | EMADISON |
| Note: ** 05/29/24 THERE NEEDS TO BE AN APPROVED FINAL SURVEY BEFORE THE FIELD SURVEY INSPECTION CAN BE CONDUCTED _______________________________________________________________________________________________________________________ 5/28/2024 - PREVIOUS INSPECTION NOTES ** 05/28/24 THERE NEEDS TO BE AN APPROVED FINAL SURVEY BEFORE THE FIELD SURVEY INSPECTION CAN BE CONDUCTED | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 05/28/2024 | Disapproved - NO FEE | EMADISON |
| Note: ** 05/28/24 THERE NEEDS TO BE AN APPROVED FINAL SURVEY BEFORE THE FIELD SURVEY INSPECTION CAN BE CONDUCTED | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 05/28/2024 | Disapproved -FEE REQUIRED | EMADISON |
| Note: ** 05/28/24 YOUR FINAL SURVEY DOES NOT MATCH YOUR SUBMITTED PROPOSED LOT DRAINAGE SITE PLAN YOU PROPOSED AN "A" DRAINAGE YOUR FINAL SURVEY SHOWS YOU WILL IMPACT ADJACENT PROPERTIES ** FFE of adjacent improved properties. (F)Land Development Code Technical Manual, Section 300.01 (A)(1)(B)(3) ** Section 300.01 (A)(1)(C)(6). Unless specifically stated the subject lot must drain from back to front or a portion may be drained to an adjacent City drainage feature. (B) ** 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. ** Sec 300.02 B1 If the survey is incomplete, unclear, does not adequately show the drainage patterns, or if the constructed drainage is incorrect it will be promptly faxed or e-mailed back to the builder explaining the reason for the rejection. ** YOU NEED ELEVATION SHOTS IN ROAD SIDE SWALE SHOWING DRAINAGE FLOW ** YOUR CULVERT IS SHOWING TO BE OUT OF TOLERANCE IN ACCORDANCE WITH THE CITY OF PALM COASTS SWALE PLAN . ** 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 __________________________________________________________________________________________________________________ 5/13/2024 - PREVIOUS INSPECTION NOTES *** NOTES ADDED BY EMADISON 5/13/2024 7:52:41 AM *** ** 05/13/24 YOUR FINAL SURVEY DOES NOT MATCH YOUR SUBMITTED PROPOSED LOT DRAINAGE SITE PLAN ** Section 300.01 (A)(1)(C)(6). Unless specifically stated the subject lot must drain from back to front or a portion may be drained to an adjacent City drainage feature. (B) ** 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. ** Sec 300.02 B1 If the survey is incomplete, unclear, does not adequately show the drainage patterns, or if the constructed drainage is incorrect it will be promptly faxed or e-mailed back to the builder explaining the reason for the rejection. ** YOUR CULVERT IS SHOWING TO BE OUT OF TOLERANCE AS YOUR ELEVATION SHOTS YOU HAVE SAY THEY ARE AT THE TOP OF CULVERT NEED TO BE FROM BOTTOM OF CULVERT ** 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 __________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 02/29/24 PLEASE BACKFILL ALONG FORM BOARDS TO PREVENT OVER POUR. THIS IS PART OF THE AFTERPOUR INSPECTION TO MAKE SURE THERE IS NO OVER POUR. 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. | |||
| U-CROSS CONNECTION | 05/16/2024 | APPROVED | DHANEY |
| ROW FIELD SURVEY /GRADING CERTIFICATION | 05/15/2024 | CANCELLED BY APPLICANT | WEB |
| U-CROSS CONNECTION | 05/15/2024 | CANCELLED BY APPLICANT | WEB |
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 05/13/2024 | Disapproved - NO FEE | EMADISON |
| Note: *** NOTES ADDED BY EMADISON 5/13/2024 7:52:41 AM *** ** 05/13/24 YOUR FINAL SURVEY DOES NOT MATCH YOUR SUBMITTED PROPOSED LOT DRAINAGE SITE PLAN ** Section 300.01 (A)(1)(C)(6). Unless specifically stated the subject lot must drain from back to front or a portion may be drained to an adjacent City drainage feature. (B) ** 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. ** Sec 300.02 B1 If the survey is incomplete, unclear, does not adequately show the drainage patterns, or if the constructed drainage is incorrect it will be promptly faxed or e-mailed back to the builder explaining the reason for the rejection. ** YOUR CULVERT IS SHOWING TO BE OUT OF TOLERANCE AS YOUR ELEVATION SHOTS YOU HAVE SAY THEY ARE AT THE TOP OF CULVERT NEED TO BE FROM BOTTOM OF CULVERT ** 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 __________________________________________________________________________________________________________________ Inspector Notes from Inspection 9270 02/29/24 PLEASE BACKFILL ALONG FORM BOARDS TO PREVENT OVER POUR. THIS IS PART OF THE AFTERPOUR INSPECTION TO MAKE SURE THERE IS NO OVER POUR. 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. | |||
| LATH/BRICK/ WATER BARRIER | 05/10/2024 | APPROVED | FWILLIS |
| Note: 5/9/2024 - PREVIOUS INSPECTION NOTES VAPOR BARRIER being installed on post. Lath not installed yet, waiting for crew to arrive. | |||
| LATH/BRICK/ WATER BARRIER | 05/09/2024 | Disapproved - NO FEE | FWILLIS |
| Note: VAPOR BARRIER being installed on post. Lath not installed yet, waiting for crew to arrive. | |||
| ALL ROUGH | 05/09/2024 | APPROVED | JSTEWART |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 05/08/2024 | APPROVED | FWILLIS |
| Note: 5/6/2024 - PREVIOUS INSPECTION NOTES As per your request. | |||
| ROOF VALLEY & METAL | 05/08/2024 | APPROVED | FWILLIS |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 05/06/2024 | CANCELLED BY APPLICANT | FWILLIS |
| Note: As per your request. | |||
| MONOLITHIC SLAB | 05/01/2024 | APPROVED | FWILLIS |
| Note: 5/1/24 - FOOTER IN REAR FOR COLUMN, NOT SLAB. 4/30/2024 - PREVIOUS INSPECTION NOTES 4/30/24 - HOME IS COMPLETED, NO SLAB TO VIEW. 4/29/2024 - PREVIOUS INSPECTION NOTES As per your request | |||
| MONOLITHIC SLAB | 04/30/2024 | Disapproved - NO FEE | FWILLIS |
| Note: 4/30/24 - HOME IS COMPLETED, NO SLAB TO VIEW. 4/29/2024 - PREVIOUS INSPECTION NOTES As per your request | |||
| MONOLITHIC SLAB | 04/29/2024 | CANCELLED BY APPLICANT | WEB |
| MONOLITHIC SLAB | 04/29/2024 | CANCELLED BY APPLICANT | FWILLIS |
| Note: As per your request | |||
| GRAVITY SEWER TEST | 03/13/2024 | APPROVED | MGIBSON |
| U - SEWER TIE IN | 03/13/2024 | APPROVED | MGIBSON |
| ROW- PRE-APRON (PRE-POUR) | 02/29/2024 | APPROVED - AS NOTED | TPOLACEK |
| Note: 02/29/24 PLEASE BACKFILL ALONG FORM BOARDS TO PREVENT OVER POUR. THIS IS PART OF THE AFTERPOUR INSPECTION TO MAKE SURE THERE IS NO OVER POUR. 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. | |||
| ELECTRIC - EARLY POWER | 02/28/2024 | APPROVED - AS NOTED | JSTEWART |
| Note: 2/28/24- Authorize release of email to FPL @ 1:12p | |||
| PEP TANK INSTALLATION REQUEST | 02/07/2024 | APPROVED | BVITALE |
| LATH/BRICK/ WATER BARRIER | 01/30/2024 | APPROVED | FWILLIS |
| Note: 1/29/2024 - PREVIOUS INSPECTION NOTES 1-29-24 None of the notes below were resolved (Not ready, still working). New inspection due to canceled inspection 1/11/2024 - PREVIOUS INSPECTION NOTES 1/11/24-Please install water barrier at front entry door and rear slider at the margins. R703.4 ........All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Selfadhered membranes used as flashing shall comply with AAMA 711...........(1) Flashing Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water-resistive barrier | |||
| LATH/BRICK/ WATER BARRIER | 01/29/2024 | Disapproved -FEE REQUIRED | LMILLER |
| Note: 1-29-24 None of the notes below were resolved (Not ready, still working). New inspection due to canceled inspection 1/11/2024 - PREVIOUS INSPECTION NOTES 1/11/24-Please install water barrier at front entry door and rear slider at the margins. R703.4 ........All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Selfadhered membranes used as flashing shall comply with AAMA 711...........(1) Flashing Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water-resistive barrier | |||
| LATH/BRICK/ WATER BARRIER | 01/26/2024 | CANCELLED BY APPLICANT | WEB |
| Note: 1/11/2024 - PREVIOUS INSPECTION NOTES 1/11/24-Please install water barrier at front entry door and rear slider at the margins. R703.4 ........All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Selfadhered membranes used as flashing shall comply with AAMA 711...........(1) Flashing Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water-resistive barrier | |||
| INSULATION | 01/18/2024 | APPROVED | FWILLIS |
| Note: Inspector Notes from Inspection 2420 1/16/24- Please obtain revision of Product aproval for windows installed. will check at Insulation inspection. | |||
| ALL ROUGH | 01/16/2024 | APPROVED - AS NOTED | JSTEWART |
| Note: 1/16/24- Please obtain revision of Product aproval for windows installed. will check at Insulation inspection. | |||
| LATH/BRICK/ WATER BARRIER | 01/11/2024 | Disapproved - NO FEE | JSTEWART |
| Note: 1/11/24-Please install water barrier at front entry door and rear slider at the margins. R703.4 ........All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Selfadhered membranes used as flashing shall comply with AAMA 711...........(1) Flashing Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water-resistive barrier | |||
| ROW - DRAINAGE | 01/11/2024 | Disapproved -FEE REQUIRED | RGROSS |
| Note: Temporary Culvert is set too high. Large amount of ater still backing up to the neighbor on the left. Builder may need to regrade the left neighbors swale before the Final Stormwater Inspection. RESIDENT AT 31 SAYS CULVERT PIPE IS TOO HIGH AND WILL NOT ALLOW PROPER DRAINAGE PLS INSPECT MH | |||
| LATH/BRICK/ WATER BARRIER | 01/09/2024 | CANCELLED BY APPLICANT | WEB |
| ROOF VALLEY & METAL | 12/29/2023 | APPROVED | JSTEWART |
| WALL SHEATHING | 12/29/2023 | APPROVED | JSTEWART |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 12/29/2023 | APPROVED | JSTEWART |
| FOUND SURVEY APPROVED (OFFICE) | 12/28/2023 | APPROVED | TBAKER |
| TIE BEAM / LINTEL | 12/20/2023 | APPROVED | BTAYLOR |
| Note: 12/19/2023 - PREVIOUS INSPECTION NOTES NOT READY YET. | |||
| TIE BEAM / LINTEL | 12/19/2023 | CANCELLED BY APPLICANT | FWILLIS |
| Note: NOT READY YET. | |||
| MONOLITHIC SLAB | 12/13/2023 | APPROVED | FWILLIS |
| Note: 12/12/2023 - PREVIOUS INSPECTION NOTES 12/12/23- No Termite cert. Garage side walls dont match plans FM02 sheet S1, and D1. | |||
| MONOLITHIC SLAB | 12/12/2023 | Disapproved - NO FEE | JSTEWART |
| Note: 12/12/23- No Termite cert. Garage side walls dont match plans FM02 sheet S1, and D1. | |||
| PLUMBING 1ST ROUGH UNDERGROUND | 12/07/2023 | APPROVED | MGIBSON |
| WATER METER INSTALLATION REQUEST | 11/08/2023 | APPROVED | CBOWERMASTER |
| Note: 11/7/2023 7:21:47 AM- PREVIOUS INSPECTION NOTES 11/2/2023 7:42:52 AM- PREVIOUS INSPECTION NOTES not cleared wooded lot logs on property | |||
| WATER METER INSTALLATION REQUEST | 11/06/2023 | Disapproved -FEE REQUIRED | CBOWERMASTER |
| Note: 11/2/2023 7:42:52 AM- PREVIOUS INSPECTION NOTES not cleared wooded lot logs on property | |||
| WATER METER INSTALLATION REQUEST | 11/01/2023 | Disapproved -FEE REQUIRED | CBOWERMASTER |
| Note: not cleared wooded lot |
Review History
| Department | Status | Date In | Date Out |
| MECH | COMPLETE | 05/31/2024 | 05/31/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM 1. Energy Calcs need to be signed by the owner/ owner agent below the preparer per R103.1.1.2 FBC Energy Conservation 2023 8Th edition 2. Duct layout needs to be signed by the AC contractor per 107.1 FBC Residential 2023 8th Edition (Second request) | |||
| MECH | HOLD | 05/29/2024 | 05/30/2024 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM 1. Energy Calcs need to be signed by the owner/ owner agent below the preparer per R103.1.1.2 FBC Energy Conservation 2023 8Th edition 2. Duct layout needs to be signed by the AC contractor per 107.1 FBC Residential 2023 8th Edition (Second request) | |||
| MECH | HOLD | 05/21/2024 | 05/23/2024 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM 1. Energy Calcs need to be signed by the owner/ owner agent below the preparer per R103.1.1.2 FBC Energy Conservation 2023 8Th edition 2. Duct layout needs to be signed by the AC contractor per 107.1 FBC Residential 2023 8th Edition | |||
| BADMIN | INFORMATION | 05/09/2024 | 05/09/2024 |
| Note: Marked INFORMATION By: MICHELLE RAMOS - (386)986-3780 - MRAMOS@PALMCOASTGOV.COM Unable to process final survey because there is an outstanding inspection scheduled today. Once inspection is passed please upload your final survey. | |||
| SW1 | COMPLETE | 03/20/2024 | 03/22/2024 |
| Note: Released By: GABRIEL BERTOLA - (386)986-7660 - GBERTOLA@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 03/20/2024 | 03/20/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 03/20/2024 | 03/20/2024 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| SW1 | HOLD | 03/15/2024 | 03/15/2024 |
| Note: Held By: JEFF CREWS - - JCREWS@PALMCOASTGOV.COM Staff will email marked up drawing. | |||
| SW1 | COMPLETE | 03/08/2024 | 03/15/2024 |
| Note: Released By: SINA VEDADI MOGHADAM - (386)986-2569 - SVEDADIMOGHADAM@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 03/08/2024 | 03/11/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 03/08/2024 | 03/08/2024 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 03/08/2024 | 03/14/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 03/04/2024 | 03/04/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | HOLD | 02/16/2024 | 02/23/2024 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Truss packet needs to have shop drawing approval stamp from Engineer of record | |||
| ELEC | COMPLETE | 02/16/2024 | 02/23/2024 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 02/16/2024 | 02/16/2024 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM elevation pge added covered porch already on site plan | |||
| SW1 | HOLD | 02/16/2024 | 02/27/2024 |
| Note: Held By: SINA VEDADI MOGHADAM - (386)986-2569 - SVEDADIMOGHADAM@PALMCOASTGOV.COM Your site plan should be similar to the file submitted previously (9/28/23). If you are submitting that file, please ensure that the adjacent driveway culverts and the following note regarding the PEP tank are included. "Final PEP location to be provided by the City of Palm Coast. The stormwater conveyance swales associated with the lot’s grading shall be diverted to go around the PEP lids/covers." Here are the missing items from the current submission: 1- Please include the proposed Finished Floor Elevations (FFE). 2- Please depict elevations on all adjacent property lines at 20-foot intervals. 3- Proposed elevations are missing 4- Please include flow arrows. 5- The drainage from the structure is to have a minimum slope of 6 inches for the first 10' on the rear of the structure. 6- Please depict the culvert material and size. | |||
| ENGIN1 | COMPLETE | 02/16/2024 | 02/20/2024 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 01/16/2024 | 01/18/2024 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 12/27/2023 | 12/28/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 12/27/2023 | 12/28/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 12/27/2023 | 12/27/2023 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| ENGIN1 | HOLD | 12/18/2023 | 12/18/2023 |
| 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 foundation/slab. | |||
| ZON | COMPLETE | 12/18/2023 | 12/18/2023 |
| Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 09/28/2023 | 09/28/2023 |
| Note: Released By: JPI | |||
| MECH | COMPLETE | 09/28/2023 | 10/02/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 09/28/2023 | 09/28/2023 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 09/28/2023 | 09/28/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 09/28/2023 | 09/28/2023 |
| Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 09/13/2023 | 09/14/2023 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| MECH | HOLD | 09/13/2023 | 09/18/2023 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Provide name and license number of listed mechanical contractor on Duct layout. | |||
| BLD | HOLD | 09/13/2023 | 09/15/2023 |
| Note: Held By: JPI 1. Per City Truss Submittal Requirements dated April 15, 2023, provide the truss plan packet signed and sealed by a licensed design professional including a completed shop drawing approval stamp on the truss cover sheet. | |||
| SW1 | HOLD | 09/13/2023 | 09/19/2023 |
| Note: Held By: EDWARD MADISON - (386)986-4770 - EMADISON@PALMCOASTGOV.COM NEED TO DISTINGUISH BETWEEN ALL EXISTING ELEVATIONS FROM PROPOSED ELEVATION SHOTS | |||
| ENGIN1 | COMPLETE | 09/13/2023 | 09/14/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | HOLD | 07/27/2023 | 07/27/2023 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Repeat comment: Ac pad must be screened with 7 gallon shrubs | |||
| BLD | HOLD | 07/27/2023 | 07/31/2023 |
| Note: Held By: JPI 1) Per City Truss Submittal Requirements dated April 15, 2023, provide the truss plan packet signed and sealed by a licensed design professional including a completed shop drawing approval stamp on the truss cover sheet. | |||
| MECH | HOLD | 07/27/2023 | 07/27/2023 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Duct layout needs to be signed by the AC contractor | |||
| SW1 | HOLD | 07/27/2023 | 08/04/2023 |
| Note: Held By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM NEED TO HAVE PROPOSED ELEVATIONS ON SITE PLAN | |||
| ENGIN1 | COMPLETE | 07/27/2023 | 07/27/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| BLD | HOLD | 06/08/2023 | 06/10/2023 |
| Note: Held By: JPI 1. Per City Truss Submittal Requirements dated April 15, 2023, provide the truss plan packet signed and sealed by a licensed design professional including a completed shop drawing approval stamp on the truss cover sheet. | |||
| CUSVC | COMPLETE | 06/08/2023 | 06/12/2023 |
| Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM | |||
| ELEC | COMPLETE | 06/08/2023 | 06/09/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 06/08/2023 | 06/08/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| GAS | CANCEL | 06/08/2023 | 06/08/2023 |
| LOCATE | COMPLETE | 06/08/2023 | 06/09/2023 |
| Note: Released By: CANDACE STONE - (386)986-2539 - CSTONE@PALMCOASTGOV.COM | |||
| MECH | HOLD | 06/08/2023 | 06/12/2023 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Provide heatload and duct layout signed by the AC contractor | |||
| SW1 | HOLD | 06/08/2023 | 06/14/2023 |
| Note: Held By: GABRIEL BERTOLA - (386)986-7660 - GBERTOLA@PALMCOASTGOV.COM See uploaded Stormwater checklist in attachments for correction. Make corrections on all unchecked items. | |||
| ZON | HOLD | 06/08/2023 | 06/09/2023 |
| Note: Held By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM Site plan missing walkway width Landscape plan must show sod type and if irrigation will be installed Landscape plan must show all required trees and their types Landscape plan must show all required foundation plantings and the types being used with the gallon sizes Must have a minimum of eight along the front and four along each side wrapping each front corner Ac pad must be screened with 7 gallon shrubs | |||
| SWALE | COMPLETE | 06/08/2023 | 07/21/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@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 | 06/02/2024 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 03/19/2024 |
| REINSPECTION FEE | ¤40.00 | 03/19/2024 |
| REINSPECTION FEE | ¤40.00 | 03/19/2024 |
| SW ENG - INSPECTION 20 | ¤20.00 | 03/19/2024 |
| SW ENG - INSPECTION 20 | ¤20.00 | 03/19/2024 |
| PLAN REVIEW - REVISION | ¤32.50 | 03/19/2024 |
| SW ENG INSPECTION 80 | ¤80.00 | 10/05/2023 |
| SW ENG PRE APRON | ¤30.00 | 10/05/2023 |
| SW ENG - REVIEW 20 | ¤20.00 | 10/05/2023 |
| SW ENG RES REVIEW 200 | ¤200.00 | 10/05/2023 |
| SEWER CREDIT | (¤627.26) | 10/05/2023 |
| SEWER INSPECTION | ¤25.00 | 10/05/2023 |
| SEWER CAPITAL FACILITY | ¤5,344.82 | 10/05/2023 |
| WATER CREDIT | (¤42.80) | 10/05/2023 |
| WATER CAPITAL FACILITY FEE | ¤3,923.88 | 10/05/2023 |
| SITE PLAN 30 | ¤30.00 | 10/05/2023 |
| SURCHARGE FS 533.721 | ¤3.17 | 10/05/2023 |
| SURCHARGE - FS 468.631 | ¤4.75 | 10/05/2023 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 10/05/2023 |
| WATER- TURN ON | ¤25.00 | 10/05/2023 |
| ADJUSTMENT 50% | (¤316.82) | 10/05/2023 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 10/05/2023 |
| INSPECTION - RESIDENTIAL | ¤470.25 | 10/05/2023 |
| PLAN REVIEW - RESIDENTIAL | ¤133.38 | 10/05/2023 |
| CONNECTION FEES | ¤1,166.26 | 10/05/2023 |
| FC IMPACT FEE EMS | ¤62.00 | 10/05/2023 |
| IMPACT FEE FIRE | ¤420.52 | 10/05/2023 |
| FC IMPACT FEE LAW ENFORCEMENT | ¤218.00 | 10/05/2023 |
| FC IMPACT FEE LIBRARY | ¤268.00 | 10/05/2023 |
| IMPACT FEE PARKS | ¤1,769.15 | 10/05/2023 |
| IMPACT FEE SCHOOL | ¤5,450.00 | 10/05/2023 |
| IMPACT FEE TRANSPORTATION | ¤1,812.00 | 10/05/2023 |
| WATER -IRRIGATION INSPECTION | ¤25.00 | 10/05/2023 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤20,769.30 |