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Permit #2022090750
Permit Details
Status: COED
| Parcel Id: 07-11-31-7031-00140-0160 |
| CONDITIONED SPACE: 2900 sqft |
| GARAGE: 1024 sqft |
| OPENED PORCH (WITH ROOF) : 120 sqft |
| Total Square Footage: 4044 sqft |
| Block: 00140 |
| Subdivision: 2166 - SECTION 31-ROYAL PALMS |
| Job Phone: 863-647-5815 |
| Location Address: 96 RICKENBACKER DR |
| Type: DU - DUPLEX |
| Issue Date: 10/27/2022 |
| NOC: RECORDED |
| Applicant name: MARK ALLAN HULBERT |
| Owner: CODEY AND SARAH YINGLING |
|
Address 96 RICKENBACKER DRIVE PALM COAST, FL 32164 |
| Lot: 0160 |
| Contracted Stated Job Value: ¤300,000.00 |
| Job Description: Duplex |
| Type: CN |
Contractor
HULBERT HOMES INC
| Status | Location Address | State License Number | Phone |
| INACTIVE |
PO BOX 6254 LAKELAND, FL 33813 |
CRC1331304 (Exp: 08/31/2026) | 863-647-5815 |
Sub Contractors
STEPHEN COURTEAUX
| Status | Location Address | State License Number | Phone | Fax |
| ACTIVE |
85 North Yonge Street Ormond Beach, FL 32174 |
EC13001748 (Exp: 08/31/2026) | (386) 672-4900 | 386-676-7472 |
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 |
MOISES MERINO DIAZ
| Status | Location Address | State License Number | Phone |
| ACTIVE |
3104 ORANOLE ROAD ORLANDO, FL 32810 |
CAC1820980 (Exp: 08/31/2026) | 407-225-3149 |
JEFFREY R OESCHGER
| Status | Location Address | State License Number |
| INACTIVE |
4237 HOLDEN ROAD LAKELAND, FL 33811 |
CFC1429768 (Exp: 08/31/2024) |
Inspection History
| Type | Request Date | Result | Inspector |
| FIREWALL FINAL | 10/12/2023 | FINAL APPROVED | JWALKER |
| Note: 3/1/2023 - PREVIOUS INSPECTION NOTES This is for the attic space part of the firewall only. The lower part at the CMU wall Install 5/8" fire resistant rock at the lower part of the party wall. Will add a fire wall dry wall nailing inspection. | |||
| ROW - FINAL INSPECTION | 10/12/2023 | APPROVED - AS NOTED | PFLANAGAN |
| Note: DO TO THE RAIN LAST NIGHT AND TODAY PLEASE CLEAN THE CULVERTS OUT AGAIN --------------------------------------------------------------------------------------------------------- NOTE TO INSPECTOR THERE WAS A SECTION OF DRIVEWAY CUT OUT WHEN I DID INSPECTION ON 6/9/23 NEED TO MAKE SURE WE INSPECT THE LEFT DRIVEWAY AGAIN. SEE NOTES ON SECOND PRE POUR INSPECTION FOR RIGHT DRIVEWAY. CONTACT PARREN FOR DETAILS | |||
| U -UTILITY RESIDENTIAL FINAL | 10/12/2023 | FINAL APPROVED | LFITZGERALD |
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 10/11/2023 | APPROVED | PFLANAGAN |
| Note: At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. ---------------------------------------------------------------------------- 9/5/23= NEEDS TO CREATE A BERM WITH A 2-1 SLOPE AT THE BACK PROPERTY LINE AND REDEFINE THE DRAINAGE CONVEYANCE DUE TO POOLING WATER ON THE RIGHT SIDE. +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 8/23/2023 - PREVIOUS INSPECTION NOTES 1) Section 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. 2) THERE ARE PONDING ON RIGHT SIDE NEED TO REGRADE SO WATER DOES NOT SIT IN YARD --------------------------------------------------------------------------------------------------- 8/21/2023 - PREVIOUS INSPECTION NOTES the culvert pipe is still out of tolerance with the swale plan detail also the culvert pipe is pitch the worng way. ----------------------------------------------------------------------------------- 8/18/2023 11:09:03 AM- PREVIOUS INSPECTION NOTES 7/28/2023 - PREVIOUS INSPECTION NOTES 1) Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan and need to fall in the right direction the water flows. 2) 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. The minimum fall from the rear property line to the front is 0.50 feet. 3) Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale --------------------------------------------------------------------------------------------------------------- 7/21/2023 - PREVIOUS INSPECTION NOTES 1) Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan and need to fall in the right direction the water flows. 2) 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. The minimum fall from the rear property line to the front is 0.50 feet. 3) Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale 4) need to indecate adjacent lots are improved or vacant if they are improved need to have the ffe | |||
| ROW FIELD SURVEY /GRADING CERTIFICATION | 10/11/2023 | APPROVED | PFLANAGAN |
| Note: NEEDS TO CREATE A BERM WITH A 2-1 SLOPE AT THE BACK PROPERTY LINE AND REDEFINE THE DRAINAGE CONVEYANCE DUE TO POOLING WATER ON THE RIGHT SIDE. | |||
| ROW - FINAL APRON (AFTER POUR) | 10/11/2023 | APPROVED | PFLANAGAN |
| Note: At the time of the inspection all minimum city requirements were met. It is the builders responsibiliy to ensure that nothing changes after this Inspection is approved. | |||
| BLD - BUILDING FINAL | 10/10/2023 | FINAL APPROVED | JWALKER |
| Note: 10/6/2023 - PREVIOUS INSPECTION NOTES 10/6/23 Item 1 listed below has not been corrected. 9/21/2023 - PREVIOUS INSPECTION NOTES Units A and B 1. Garage attic is being used as storage. The spray foam that has been applied to the roof decking will need to have a Intumescent coating / fire barrier. Or be of the approved type of foam. R-316.5.3 attics 2. Expansion tank have not been installed at the water heaters. M1009 3. Enenergy calculations do not match the HVAC units installed. 4. The Heat appliance labels have not been marked off. 5. The returns are not sealed to the AHU's . Removal of the filter access doors breaks the seal. 6. No termite certs posted. | |||
| BLD - BUILDING FINAL | 10/06/2023 | Disapproved -FEE REQUIRED | JWALKER |
| Note: 10/6/23 Item 1 listed below has not been corrected. 9/21/2023 - PREVIOUS INSPECTION NOTES Units A and B 1. Garage attic is being used as storage. The spray foam that has been applied to the roof decking will need to have a Intumescent coating / fire barrier. Or be of the approved type of foam. R-316.5.3 attics 2. Expansion tank have not been installed at the water heaters. M1009 3. Enenergy calculations do not match the HVAC units installed. 4. The Heat appliance labels have not been marked off. 5. The returns are not sealed to the AHU's . Removal of the filter access doors breaks the seal. 6. No termite certs posted. | |||
| BLD - BUILDING FINAL | 09/21/2023 | Disapproved - NO FEE | JWALKER |
| Note: Units A and B 1. Garage attic is being used as storage. The spray foam that has been applied to the roof decking will need to have a Intumescent coating / fire barrier. Or be of the approved type of foam. R-316.5.3 attics 2. Expansion tank have not been installed at the water heaters. M1009 3. Enenergy calculations do not match the HVAC units installed. 4. The Heat appliance labels have not been marked off. 5. The returns are not sealed to the AHU's . Removal of the filter access doors breaks the seal. 6. No termite certs posted. | |||
| ROW- PROJECT STATUS | 09/20/2023 | APPROVED | GBERTOLA |
| Note: THE GRADE LOOK GOOD AT THE TIME OF THE INSPECTION STIILL NEED TO CHECK THE FINAL SURVEY | |||
| U-CROSS CONNECTION | 09/18/2023 | APPROVED - AS NOTED | LFITZGERALD |
| Note: both units have potable irrigation with PVB installed- nocross connection | |||
| BLD - BUILDING FINAL | 09/15/2023 | CANCELLED BY APPLICANT | WEB |
| BLD - BUILDING FINAL | 09/15/2023 | CANCELLED BY APPLICANT | WEB |
| ROW- PROJECT STATUS | 09/06/2023 | APPROVED | GBERTOLA |
| Note: MEETING WITH THE CM DAVID WHELAN (941) 524-9111 NEEDS TO CREATE A BERM WITH A 2-1 SLOPE AT THE BACK PROPERTY LINE AND REDEFINE THE DRAINAGE CONVEYANCE DUE TO POOLING WATER ON THE RIGHT SIDE. | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 08/23/2023 | Disapproved -FEE REQUIRED | PFLANAGAN |
| Note: 1) Section 300.01 (A)(1)(C)(6). The subject lots drainage must not negatively impact any adjacent property. 2) THERE ARE PONDING ON RIGHT SIDE NEED TO REGRADE SO WATER DOES NOT SIT IN YARD --------------------------------------------------------------------------------------------------- 8/21/2023 - PREVIOUS INSPECTION NOTES the culvert pipe is still out of tolerance with the swale plan detail also the culvert pipe is pitch the worng way. ----------------------------------------------------------------------------------- 8/18/2023 11:09:03 AM- PREVIOUS INSPECTION NOTES 7/28/2023 - PREVIOUS INSPECTION NOTES 1) Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan and need to fall in the right direction the water flows. 2) 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. The minimum fall from the rear property line to the front is 0.50 feet. 3) Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale --------------------------------------------------------------------------------------------------------------- 7/21/2023 - PREVIOUS INSPECTION NOTES 1) Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan and need to fall in the right direction the water flows. 2) 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. The minimum fall from the rear property line to the front is 0.50 feet. 3) Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale 4) need to indecate adjacent lots are improved or vacant if they are improved need to have the ffe | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 08/21/2023 | Disapproved - NO FEE | PFLANAGAN |
| Note: the culvert pipe is still out of tolerance with the swale plan detail also the culvert pipe is pitch the worng way. ----------------------------------------------------------------------------------- 8/18/2023 11:09:03 AM- PREVIOUS INSPECTION NOTES 7/28/2023 - PREVIOUS INSPECTION NOTES 1) Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan and need to fall in the right direction the water flows. 2) 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. The minimum fall from the rear property line to the front is 0.50 feet. 3) Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale --------------------------------------------------------------------------------------------------------------- 7/21/2023 - PREVIOUS INSPECTION NOTES 1) Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan and need to fall in the right direction the water flows. 2) 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. The minimum fall from the rear property line to the front is 0.50 feet. 3) Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale 4) need to indecate adjacent lots are improved or vacant if they are improved need to have the ffe | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 08/18/2023 | CANCELLED BY APPLICANT | JMYERS |
| Note: 7/28/2023 - PREVIOUS INSPECTION NOTES 1) Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan and need to fall in the right direction the water flows. 2) 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. The minimum fall from the rear property line to the front is 0.50 feet. 3) Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale --------------------------------------------------------------------------------------------------------------- 7/21/2023 - PREVIOUS INSPECTION NOTES 1) Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan and need to fall in the right direction the water flows. 2) 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. The minimum fall from the rear property line to the front is 0.50 feet. 3) Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale 4) need to indecate adjacent lots are improved or vacant if they are improved need to have the ffe | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 07/28/2023 | Disapproved -FEE REQUIRED | PFLANAGAN |
| Note: 1) Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan and need to fall in the right direction the water flows. 2) 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. The minimum fall from the rear property line to the front is 0.50 feet. 3) Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale --------------------------------------------------------------------------------------------------------------- 7/21/2023 - PREVIOUS INSPECTION NOTES 1) Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan and need to fall in the right direction the water flows. 2) 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. The minimum fall from the rear property line to the front is 0.50 feet. 3) Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale 4) need to indecate adjacent lots are improved or vacant if they are improved need to have the ffe | |||
| ROW- FINAL SURVEY/GRADING CERTIFICATION | 07/21/2023 | Disapproved - NO FEE | PFLANAGAN |
| Note: 1) Swale Plan #1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan and need to fall in the right direction the water flows. 2) 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. The minimum fall from the rear property line to the front is 0.50 feet. 3) Section 300.01.Identify how the rear yard will be drained. The rear yard is required to drain to the front yard swale 4) need to indecate adjacent lots are improved or vacant if they are improved need to have the ffe | |||
| ROW- PRE-APRON (PRE-POUR) | 07/20/2023 | APPROVED - AS NOTED | PFLANAGAN |
| Note: THIS INSPECTION SHOULD HAVE BEEN DONE BEFORE THE CONCRETE WAS POURED ON THIS CUT OUT. MADE CONTRACTOR DIG A HOLE NEXT TO AREA THAT WAS POURED WITH OUT INSPECTION AT THIS TIME ALL LOOKS GOOD FOR WHAT I CAN SEE AT THE EDGE OF DRIVEWAY IF ANYTHING HAPPENS IN THE MIDDLE OF DRIVEWAY THAT I CANT SEE IT IS UP TO THE CONTRACTOR TO FIX ALL ISSUES ------------------------------------------------------------------------------------------- 6/9/2023 - PREVIOUS INSPECTION NOTES READY TO POUR RIGHT DRIVEWAY ONLY 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 TO MEET CITY'S STANDARTS NEED TO CALL IN ANOTHER PRE POUR FOR LEFT DRIVEWAY WHERE SECTION WAS CUT OUT ----------------------------------------------------------------------------------------------------- 5/4/2023 - PREVIOUS INSPECTION NOTES 05/04/23 POUR AREA IS DRY. READY TO POUR. THIS INSPECTION IS ONLY FOR THE LEFT SIDE OF THE DUPLEX. WILL REQUIRE A NEW PREPOUR INSPECTION WHEN RIGHT SIDE IS READY TO POUR. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ______________________________________________________________________________________________________________________ 5/3/2023 - PREVIOUS INSPECTION NOTES 05/03/23 MITERED ENDS ARE FULL OF WATER NEED TO BE PUMPED OUT. LEFT SIDE OF DUPLEX CULVERT PIPE IS GOOD. __________________________________________________________________________________________________________________________ 4/26/2023 - PREVIOUS INSPECTION NOTES THIS INSPECTION IS ONLY FOR LEFT SIDE SINGLE DRIVEWAY THAT IS CURRENTLY FORMED AND PREPPED. 04/26/23 CULVERT PIPE MUST BE 8' FROM ROAD EDGE TO CENTER OF PIPE. CULVERT PIPE IS OUT OF TOLERANCE, IT IS FLOWING IN THE WRONG DIRECTION. PLEASE RESET CULVERT PIPE TO CORRECT DISTANCE FROM ROAD AND MATCH ELEVATION TOLERANCE OF SWALE DIAGRAM. | |||
| ELECTRIC - EARLY POWER | 07/18/2023 | APPROVED | JWALKER |
| Note: 7/11/2023 - PREVIOUS INSPECTION NOTES 7/11/23 The new submitted electrical riser drawing does not match the as built riser. Print is showing underground feeder. 6/28/2023 - PREVIOUS INSPECTION NOTES 6/28/23 1. Unit B rear bath 12-2 wire for vanity outlet is not safed off. 2. Unit B range wire is not safed off. 3. The riser diagram shown on page GN of the prints does not match the installed meter cans and disconnects. Please have the engineer submit a revision to the building department showing the system as built. 6/26/2023 - PREVIOUS INSPECTION NOTES 6/26/23 Items listed below have not been installed. Meter cans and disconnect were not checked at all rough due to contractor having material problem. Service wire to 6/the interior were checked at are 4/0 awg. | |||
| ELECTRIC - EARLY POWER | 07/11/2023 | Disapproved - NO FEE | JWALKER |
| Note: 7/11/23 The new submitted electrical riser drawing does not match the as built riser. Print is showing underground feeder. 6/28/2023 - PREVIOUS INSPECTION NOTES 6/28/23 1. Unit B rear bath 12-2 wire for vanity outlet is not safed off. 2. Unit B range wire is not safed off. 3. The riser diagram shown on page GN of the prints does not match the installed meter cans and disconnects. Please have the engineer submit a revision to the building department showing the system as built. 6/26/2023 - PREVIOUS INSPECTION NOTES 6/26/23 Items listed below have not been installed. Meter cans and disconnect were not checked at all rough due to contractor having material problem. Service wire to 6/the interior were checked at are 4/0 awg. | |||
| ELECTRIC - EARLY POWER | 07/07/2023 | CANCELLED BY APPLICANT | WEB |
| Note: 6/28/2023 - PREVIOUS INSPECTION NOTES 6/28/23 1. Unit B rear bath 12-2 wire for vanity outlet is not safed off. 2. Unit B range wire is not safed off. 3. The riser diagram shown on page GN of the prints does not match the installed meter cans and disconnects. Please have the engineer submit a revision to the building department showing the system as built. 6/26/2023 - PREVIOUS INSPECTION NOTES 6/26/23 Items listed below have not been installed. Meter cans and disconnect were not checked at all rough due to contractor having material problem. Service wire to 6/the interior were checked at are 4/0 awg. | |||
| ELECTRIC - EARLY POWER | 06/28/2023 | Disapproved - NO FEE | JWALKER |
| Note: 6/28/23 1. Unit B rear bath 12-2 wire for vanity outlet is not safed off. 2. Unit B range wire is not safed off. 3. The riser diagram shown on page GN of the prints does not match the installed meter cans and disconnects. Please have the engineer submit a revision to the building department showing the system as built. 6/26/2023 - PREVIOUS INSPECTION NOTES 6/26/23 Items listed below have not been installed. Meter cans and disconnect were not checked at all rough due to contractor having material problem. Service wire to 6/the interior were checked at are 4/0 awg. | |||
| ELECTRIC - EARLY POWER | 06/26/2023 | Disapproved -FEE REQUIRED | JWALKER |
| Note: 6/26/23 Items listed below have not been installed. Meter cans and disconnect were not checked at all rough due to contractor having material problem. Service wire to 6/the interior were checked at are 4/0 awg. | |||
| ROW- PRE-APRON (PRE-POUR) | 06/09/2023 | PARTIALLY APPROVED | PFLANAGAN |
| Note: READY TO POUR RIGHT DRIVEWAY ONLY 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 TO MEET CITY'S STANDARTS NEED TO CALL IN ANOTHER PRE POUR FOR LEFT DRIVEWAY WHERE SECTION WAS CUT OUT ----------------------------------------------------------------------------------------------------- 5/4/2023 - PREVIOUS INSPECTION NOTES 05/04/23 POUR AREA IS DRY. READY TO POUR. THIS INSPECTION IS ONLY FOR THE LEFT SIDE OF THE DUPLEX. WILL REQUIRE A NEW PREPOUR INSPECTION WHEN RIGHT SIDE IS READY TO POUR. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ______________________________________________________________________________________________________________________ 5/3/2023 - PREVIOUS INSPECTION NOTES 05/03/23 MITERED ENDS ARE FULL OF WATER NEED TO BE PUMPED OUT. LEFT SIDE OF DUPLEX CULVERT PIPE IS GOOD. __________________________________________________________________________________________________________________________ 4/26/2023 - PREVIOUS INSPECTION NOTES THIS INSPECTION IS ONLY FOR LEFT SIDE SINGLE DRIVEWAY THAT IS CURRENTLY FORMED AND PREPPED. 04/26/23 CULVERT PIPE MUST BE 8' FROM ROAD EDGE TO CENTER OF PIPE. CULVERT PIPE IS OUT OF TOLERANCE, IT IS FLOWING IN THE WRONG DIRECTION. PLEASE RESET CULVERT PIPE TO CORRECT DISTANCE FROM ROAD AND MATCH ELEVATION TOLERANCE OF SWALE DIAGRAM. | |||
| GRAVITY SEWER TEST | 05/31/2023 | APPROVED | MGIBSON |
| Note: 5/25/2023 - PREVIOUS INSPECTION NOTES New inspection due to canceled inspection New inspection due to canceled inspection New inspection due to canceled inspection Inspector Notes from Inspection 2060 CHANGE PLUBMING SUB CONTRACTOR FROM ''ASAP'' TO PRO-TEAM RIGHT SIDE OF DUPLEX NOT HOLDING HEAD TEST | |||
| GRAVITY SEWER TEST | 05/25/2023 | Disapproved -FEE REQUIRED | MGIBSON |
| Note: New inspection due to canceled inspection New inspection due to canceled inspection New inspection due to canceled inspection Inspector Notes from Inspection 2060 CHANGE PLUBMING SUB CONTRACTOR FROM ''ASAP'' TO PRO-TEAM RIGHT SIDE OF DUPLEX NOT HOLDING HEAD TEST | |||
| U - SEWER TIE IN | 05/25/2023 | APPROVED | MGIBSON |
| PEP TANK INSTALLATION REQUEST | 05/05/2023 | APPROVED | CSTONE |
| ROW- PRE-APRON (PRE-POUR) | 05/04/2023 | PARTIALLY APPROVED | FSLADISH |
| Note: 05/04/23 POUR AREA IS DRY. READY TO POUR. THIS INSPECTION IS ONLY FOR THE LEFT SIDE OF THE DUPLEX. WILL REQUIRE A NEW PREPOUR INSPECTION WHEN RIGHT SIDE IS READY TO POUR. AT THE TIME OF THE INSPECTION CULVERT PIPE IS GOOD IS READY TO POUR, IF RAIN PLEASE, BUILDER SHOULD DOUBLE CHECK CULVERT ELEVATIONS BEFORE POURING. MAKE SURE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL ______________________________________________________________________________________________________________________ 5/3/2023 - PREVIOUS INSPECTION NOTES 05/03/23 MITERED ENDS ARE FULL OF WATER NEED TO BE PUMPED OUT. LEFT SIDE OF DUPLEX CULVERT PIPE IS GOOD. __________________________________________________________________________________________________________________________ 4/26/2023 - PREVIOUS INSPECTION NOTES THIS INSPECTION IS ONLY FOR LEFT SIDE SINGLE DRIVEWAY THAT IS CURRENTLY FORMED AND PREPPED. 04/26/23 CULVERT PIPE MUST BE 8' FROM ROAD EDGE TO CENTER OF PIPE. CULVERT PIPE IS OUT OF TOLERANCE, IT IS FLOWING IN THE WRONG DIRECTION. PLEASE RESET CULVERT PIPE TO CORRECT DISTANCE FROM ROAD AND MATCH ELEVATION TOLERANCE OF SWALE DIAGRAM. | |||
| ROW- PRE-APRON (PRE-POUR) | 05/03/2023 | Disapproved -FEE REQUIRED | FSLADISH |
| Note: 05/03/23 MITERED ENDS ARE FULL OF WATER NEED TO BE PUMPED OUT. LEFT SIDE OF DUPLEX CULVERT PIPE IS GOOD. __________________________________________________________________________________________________________________________ 4/26/2023 - PREVIOUS INSPECTION NOTES THIS INSPECTION IS ONLY FOR LEFT SIDE SINGLE DRIVEWAY THAT IS CURRENTLY FORMED AND PREPPED. 04/26/23 CULVERT PIPE MUST BE 8' FROM ROAD EDGE TO CENTER OF PIPE. CULVERT PIPE IS OUT OF TOLERANCE, IT IS FLOWING IN THE WRONG DIRECTION. PLEASE RESET CULVERT PIPE TO CORRECT DISTANCE FROM ROAD AND MATCH ELEVATION TOLERANCE OF SWALE DIAGRAM. | |||
| ROW- PRE-APRON (PRE-POUR) | 04/26/2023 | Disapproved -FEE REQUIRED | FSLADISH |
| Note: THIS INSPECTION IS ONLY FOR LEFT SIDE SINGLE DRIVEWAY THAT IS CURRENTLY FORMED AND PREPPED. 04/26/23 CULVERT PIPE MUST BE 8' FROM ROAD EDGE TO CENTER OF PIPE. CULVERT PIPE IS OUT OF TOLERANCE, IT IS FLOWING IN THE WRONG DIRECTION. PLEASE RESET CULVERT PIPE TO CORRECT DISTANCE FROM ROAD AND MATCH ELEVATION TOLERANCE OF SWALE DIAGRAM. | |||
| FIREWALL DRYWALL NAILING | 03/09/2023 | APPROVED | JWALKER |
| FIREWALL FINAL | 03/01/2023 | PARTIALLY APPROVED | JWALKER |
| Note: This is for the attic space part of the firewall only. The lower part at the CMU wall Install 5/8" fire resistant rock at the lower part of the party wall. Will add a fire wall dry wall nailing inspection. | |||
| INSULATION | 02/28/2023 | APPROVED | JWALKER |
| Note: Inspector Notes from Inspection 2420 2/27/23 HVAC change has not currently been approved. Meter cans have not been installed Check above listed at insulation inspection. . 2/24/2023 - PREVIOUS INSPECTION NOTES 2/24/23: INSPECTION STOPPED! INCOMPLETE INSPECTION! 1). Installed Spray foam insulation at roof deck is impeding the All Rough inspection. Cannot verify proper exhaust sealing at roof deck. 2). Installed windows do not match FPA codes submitted. 3). Unit A has 2 broken windows which also are missing FPA # sticker. 4).FPA # stickers have been removed from French style back doors in both units. 5). Insulation installed on walls, etc. are preventing inspection of required nail plates, etc. 6). Cannot verify proper window installation because windows are covered with stucco so we can only assume that they are nail fin style windows. | |||
| FIREWALL DRYWALL NAILING | 02/28/2023 | APPROVED | JWALKER |
| Note: Inspector Notes from Inspection 2420 2/27/23 HVAC change has not currently been approved. Meter cans have not been installed Check above listed at insulation inspection. . 2/24/2023 - PREVIOUS INSPECTION NOTES 2/24/23: INSPECTION STOPPED! INCOMPLETE INSPECTION! 1). Installed Spray foam insulation at roof deck is impeding the All Rough inspection. Cannot verify proper exhaust sealing at roof deck. 2). Installed windows do not match FPA codes submitted. 3). Unit A has 2 broken windows which also are missing FPA # sticker. 4).FPA # stickers have been removed from French style back doors in both units. 5). Insulation installed on walls, etc. are preventing inspection of required nail plates, etc. 6). Cannot verify proper window installation because windows are covered with stucco so we can only assume that they are nail fin style windows. | |||
| FIREWALL DRYWALL NAILING | 02/27/2023 | Disapproved - NO FEE | JWALKER |
| Note: 2/27/23 Due to contractor not calling in for a firewall dry wall nailing before spray foaming the underside of the roof decking a an inspection of the plywood to assure fire rating and size as well as the required 4' extension was never made. Contractor will need to remove the foam at the rated plywood areas for reinspection. 2/24/2023 - PREVIOUS INSPECTION NOTES 2/24/23: INSPECTION STOPPED! ** installed spray foam insulation at roof deck is impeding proper inspection. Cannot verify if firerock is tight to the roof deck as required. Also, cannot see and/or verify the fire rated plywood installed 4ft either side of the firewall as required on plans. Roof shingles are installed already. | |||
| ALL ROUGH | 02/27/2023 | APPROVED - AS NOTED | JWALKER |
| Note: 2/27/23 HVAC change has not currently been approved. Meter cans have not been installed Check above listed at insulation inspection. . 2/24/2023 - PREVIOUS INSPECTION NOTES 2/24/23: INSPECTION STOPPED! INCOMPLETE INSPECTION! 1). Installed Spray foam insulation at roof deck is impeding the All Rough inspection. Cannot verify proper exhaust sealing at roof deck. 2). Installed windows do not match FPA codes submitted. 3). Unit A has 2 broken windows which also are missing FPA # sticker. 4).FPA # stickers have been removed from French style back doors in both units. 5). Insulation installed on walls, etc. are preventing inspection of required nail plates, etc. 6). Cannot verify proper window installation because windows are covered with stucco so we can only assume that they are nail fin style windows. | |||
| FIREWALL DRYWALL NAILING | 02/24/2023 | Disapproved - NO FEE | RSIMS |
| Note: 2/24/23: INSPECTION STOPPED! ** installed spray foam insulation at roof deck is impeding proper inspection. Cannot verify if firerock is tight to the roof deck as required. Also, cannot see and/or verify the fire rated plywood installed 4ft either side of the firewall as required on plans. Roof shingles are installed already. | |||
| ALL ROUGH | 02/24/2023 | Disapproved -FEE REQUIRED | RSIMS |
| Note: 2/24/23: INSPECTION STOPPED! INCOMPLETE INSPECTION! 1). Installed Spray foam insulation at roof deck is impeding the All Rough inspection. Cannot verify proper exhaust sealing at roof deck. 2). Installed windows do not match FPA codes submitted. 3). Unit A has 2 broken windows which also are missing FPA # sticker. 4).FPA # stickers have been removed from French style back doors in both units. 5). Insulation installed on walls, etc. are preventing inspection of required nail plates, etc. 6). Cannot verify proper window installation because windows are covered with stucco so we can only assume that they are nail fin style windows. | |||
| ALL ROUGH | 02/23/2023 | CANCELLED BY APPLICANT | WEB |
| ALL ROUGH | 02/22/2023 | CANCELLED BY INSPECTOR | JWALKER |
| Note: 2/22/23 The duct layouts have been accepected not currently approved. Contrator needs to wait till the doucuments have been approved before scheduling inspection. 2/17/2023 - PREVIOUS INSPECTION NOTES 2/17/23 Meter boxes will need to be installed for insulation inspection. Install or seal rear door opening in unit b. Insulator may procede with spray foam and insulation of the exterior walls. Unit A 1. 1 1/2 plumbing vent need to be secured 4' o.c. 2. Install a nail plate at the plumbing line. 3. Rear door has not been fasted as per the manufacturer instructions. Unit B 1. Rear door has not been installed Seal opening for insulation inspection or install door. Adding window nailing inspection. 2. Plumbing vent pipe needs to be secured. 3. The AHU has been relocted form the garage attic area to the above the bedrooms. Please submitt a revision to the building department showing the new HVAC layout. Plater was being installed at the exterior some had to be removed to view window nailing. Contractor did not call in for lath and brick inspection. 2/15/2023 - PREVIOUS INSPECTION NOTES 1. Meter box and dissconnects have not been installed. 2. Seal dryer duct fittings. 3. Entry door fasteners are to be located in the 1 1/4 part of the jamb or provide install specs for current fastener locations. 4. 5' head test not holding water. 5. Missing rear window 6 Install nail plate at the washing mashing drain pipe. 7. Rear door Unit b not installed. 8. Please have the approved duct layout drawing onsite for reinspection. INSPECTION stopped a full all rough will still be needed. | |||
| ELECTRIC TEMP POLE | 02/22/2023 | APPROVED | JWALKER |
| ALL ROUGH | 02/21/2023 | CANCELLED BY APPLICANT | WEB |
| Note: 2/17/2023 - PREVIOUS INSPECTION NOTES 2/17/23 Meter boxes will need to be installed for insulation inspection. Install or seal rear door opening in unit b. Insulator may procede with spray foam and insulation of the exterior walls. Unit A 1. 1 1/2 plumbing vent need to be secured 4' o.c. 2. Install a nail plate at the plumbing line. 3. Rear door has not been fasted as per the manufacturer instructions. Unit B 1. Rear door has not been installed Seal opening for insulation inspection or install door. Adding window nailing inspection. 2. Plumbing vent pipe needs to be secured. 3. The AHU has been relocted form the garage attic area to the above the bedrooms. Please submitt a revision to the building department showing the new HVAC layout. Plater was being installed at the exterior some had to be removed to view window nailing. Contractor did not call in for lath and brick inspection. 2/15/2023 - PREVIOUS INSPECTION NOTES 1. Meter box and dissconnects have not been installed. 2. Seal dryer duct fittings. 3. Entry door fasteners are to be located in the 1 1/4 part of the jamb or provide install specs for current fastener locations. 4. 5' head test not holding water. 5. Missing rear window 6 Install nail plate at the washing mashing drain pipe. 7. Rear door Unit b not installed. 8. Please have the approved duct layout drawing onsite for reinspection. INSPECTION stopped a full all rough will still be needed. | |||
| LATH/BRICK/ WATER BARRIER | 02/17/2023 | APPROVED | JWALKER |
| ALL ROUGH | 02/17/2023 | Disapproved -FEE REQUIRED | JWALKER |
| Note: 2/17/23 Meter boxes will need to be installed for insulation inspection. Install or seal rear door opening in unit b. Insulator may procede with spray foam and insulation of the exterior walls. Unit A 1. 1 1/2 plumbing vent need to be secured 4' o.c. 2. Install a nail plate at the plumbing line. 3. Rear door has not been fasted as per the manufacturer instructions. Unit B 1. Rear door has not been installed Seal opening for insulation inspection or install door. Adding window nailing inspection. 2. Plumbing vent pipe needs to be secured. 3. The AHU has been relocted form the garage attic area to the above the bedrooms. Please submitt a revision to the building department showing the new HVAC layout. Plater was being installed at the exterior some had to be removed to view window nailing. Contractor did not call in for lath and brick inspection. 2/15/2023 - PREVIOUS INSPECTION NOTES 1. Meter box and dissconnects have not been installed. 2. Seal dryer duct fittings. 3. Entry door fasteners are to be located in the 1 1/4 part of the jamb or provide install specs for current fastener locations. 4. 5' head test not holding water. 5. Missing rear window 6 Install nail plate at the washing mashing drain pipe. 7. Rear door Unit b not installed. 8. Please have the approved duct layout drawing onsite for reinspection. INSPECTION stopped a full all rough will still be needed. | |||
| ALL ROUGH | 02/15/2023 | Disapproved -FEE REQUIRED | JWALKER |
| Note: 1. Meter box and dissconnects have not been installed. 2. Seal dryer duct fittings. 3. Entry door fasteners are to be located in the 1 1/4 part of the jamb or provide install specs for current fastener locations. 4. 5' head test not holding water. 5. Missing rear window 6 Install nail plate at the washing mashing drain pipe. 7. Rear door Unit b not installed. 8. Please have the approved duct layout drawing onsite for reinspection. INSPECTION stopped a full all rough will still be needed. | |||
| WALL SHEATHING | 02/14/2023 | APPROVED | JWALKER |
| Note: New inspection due to canceled inspection Inspector Notes from Inspection 2460 New inspection due to canceled inspection 2/8/23 Below revison listed have been submitted not currently approved. Bearing wall bottom 2x4 pt fix has not been installed. Check for approved revisons and 2x4 install at the All rough ispection Contractor Please have the approved revised drawings along with engineer letters onsite at the All rough inspection to avoid delays and fees. 1/27/2023 - PREVIOUS INSPECTION NOTES Left and right side CMU walls. Window openings at the bathrooms have not been installed. New window openings right and left side CMU walls have been installed at the kitchen areas. Please have the engineer submitt a revision to the building department showing the wall opening changes. Contractor may pour the down cells and bond beams at contractors risk changes are not approved b the building department. Please have the revisions submitted and approved before roof brace inspection. 1/25/23 1. Above listed revision has not been submitted. 5. Unit B the garage bearing wall is not bearing on the concrete completely appx. 1 1/2 over hanging. Engineering fix will need to be submitted. | |||
| WALL SHEATHING | 02/13/2023 | CANCELLED BY APPLICANT | WEB |
| Note: Inspector Notes from Inspection 2460 New inspection due to canceled inspection 2/8/23 Below revison listed have been submitted not currently approved. Bearing wall bottom 2x4 pt fix has not been installed. Check for approved revisons and 2x4 install at the All rough ispection Contractor Please have the approved revised drawings along with engineer letters onsite at the All rough inspection to avoid delays and fees. 1/27/2023 - PREVIOUS INSPECTION NOTES Left and right side CMU walls. Window openings at the bathrooms have not been installed. New window openings right and left side CMU walls have been installed at the kitchen areas. Please have the engineer submitt a revision to the building department showing the wall opening changes. Contractor may pour the down cells and bond beams at contractors risk changes are not approved b the building department. Please have the revisions submitted and approved before roof brace inspection. 1/25/23 1. Above listed revision has not been submitted. 5. Unit B the garage bearing wall is not bearing on the concrete completely appx. 1 1/2 over hanging. Engineering fix will need to be submitted. | |||
| HVAC ROUGH | 02/13/2023 | CANCELLED BY INSPECTOR | JWALKER |
| Note: 9/13/23 HVAC rough is included in the ALL ROUGH. New inspection due to canceled inspection 2/8/23 Below revison listed have been submitted not currently approved. Bearing wall bottom 2x4 pt fix has not been installed. Check for approved revisons and 2x4 install at the All rough ispection Contractor Please have the approved revised drawings along with engineer letters onsite at the All rough inspection to avoid delays and fees. 1/27/2023 - PREVIOUS INSPECTION NOTES Left and right side CMU walls. Window openings at the bathrooms have not been installed. New window openings right and left side CMU walls have been installed at the kitchen areas. Please have the engineer submitt a revision to the building department showing the wall opening changes. Contractor may pour the down cells and bond beams at contractors risk changes are not approved b the building department. Please have the revisions submitted and approved before roof brace inspection. 1/25/23 1. Above listed revision has not been submitted. 5. Unit B the garage bearing wall is not bearing on the concrete completely appx. 1 1/2 over hanging. Engineering fix will need to be submitted. | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 02/08/2023 | APPROVED - AS NOTED | JWALKER |
| Note: New inspection due to canceled inspection 2/8/23 Below revison listed have been submitted not currently approved. Bearing wall bottom 2x4 pt fix has not been installed. Check for approved revisons and 2x4 install at the All rough ispection Contractor Please have the approved revised drawings along with engineer letters onsite at the All rough inspection to avoid delays and fees. 1/27/2023 - PREVIOUS INSPECTION NOTES Left and right side CMU walls. Window openings at the bathrooms have not been installed. New window openings right and left side CMU walls have been installed at the kitchen areas. Please have the engineer submitt a revision to the building department showing the wall opening changes. Contractor may pour the down cells and bond beams at contractors risk changes are not approved b the building department. Please have the revisions submitted and approved before roof brace inspection. 1/25/23 1. Above listed revision has not been submitted. 5. Unit B the garage bearing wall is not bearing on the concrete completely appx. 1 1/2 over hanging. Engineering fix will need to be submitted. | |||
| HVAC ROUGH | 02/07/2023 | CANCELLED BY APPLICANT | WEB |
| Note: 2/1/2023 - PREVIOUS INSPECTION NOTES Please have a full set of approved drawings onsite for all inspections. Include for HVAC all rough UNIT A and UNIT B Duct layouts. | |||
| GRAVITY SEWER TEST | 02/07/2023 | CANCELLED BY APPLICANT | WEB |
| Note: New inspection due to canceled inspection Inspector Notes from Inspection 2060 CHANGE PLUBMING SUB CONTRACTOR FROM ''ASAP'' TO PRO-TEAM | |||
| GRAVITY SEWER TEST | 02/07/2023 | CANCELLED BY APPLICANT | WEB |
| Note: New inspection due to canceled inspection New inspection due to canceled inspection Inspector Notes from Inspection 2060 CHANGE PLUBMING SUB CONTRACTOR FROM ''ASAP'' TO PRO-TEAM | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 02/06/2023 | CANCELLED BY APPLICANT | WEB |
| Note: 1/27/2023 - PREVIOUS INSPECTION NOTES 1/25/2023 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2340 Left and right side CMU walls. Window openings at the bathrooms have not been installed. New window openings right and left side CMU walls have been installed at the kitchen areas. Please have the engineer submitt a revision to the building department showing the wall opening changes. Contractor may pour the down cells and bond beams at contractors risk changes are not approved b the building department. Please have the revisions submitted and approved before roof brace inspection. 1/25/23 1. Above listed revision has not been submitted. 2. Roof deck nailing, Nails have been sunk into sheating too deep, Renail and leave roof uncoved for reinspection 3. Garage bearing wall. Missing Sp4 and Sp1. 4. Trusses bearing on garage wall call for RT16 or H10 anchors. Contractor installed SDWC screws. Submitt a revision for the anchor change or install engineer specifed anchors. 5. Unit B the garage bearing wall is not bearing on the concrete completely appx. 1 1/2 over hanging. Engineering fix will need to be submitted. 6. Over framing above garage area the rafter into the ridge require H-3 anchors. 7. Remove form boards from rear wall down cells. Truss engineering passed. 1/27/12 Roof deck nailing has been corrected. Contractor may cover the roof. Other listed item still need to be addressed. | |||
| ROOF VALLEY & METAL | 02/03/2023 | APPROVED | JWALKER |
| Note: 2/2/2023 - PREVIOUS INSPECTION NOTES 2/1/2023 - PREVIOUS INSPECTION NOTES 2/1/23 Shingle have been installed. Stopping workers. 2/2/23 Contractor called for a two hour window to do the Demo inspection. 9 to 11 was given on text. Showed up onsite at 9:06 Contractor not on site. | |||
| ROOF VALLEY & METAL | 02/02/2023 | Disapproved -FEE REQUIRED | JWALKER |
| Note: 2/1/2023 - PREVIOUS INSPECTION NOTES 2/1/23 Shingle have been installed. Stopping workers. 2/2/23 Contractor called for a two hour window to do the Demo inspection. 9 to 11 was given on text. Showed up onsite at 9:06 Contractor not on site. | |||
| ROOF VALLEY & METAL | 02/01/2023 | Disapproved -FEE REQUIRED | JWALKER |
| Note: 2/1/23 Shingle have been installed. Stopping workers. Left and right side CMU walls. Window openings at the bathrooms have not been installed. New window openings right and left side CMU walls have been installed at the kitchen areas. Please have the engineer submitt a revision to the building department showing the wall opening changes. Contractor may pour the down cells and bond beams at contractors risk changes are not approved b the building department. Please have the revisions submitted and approved before roof brace inspection. | |||
| TUB SET | 02/01/2023 | CANCELLED BY INSPECTOR | MGIBSON |
| Note: SINGLE TRADE INSPECTIONS FOR NEW CONSTRUCTION IS NOT ALLOWED. NEED AN ALL-ROUGH INSPECTION WHEN ''MEP'' ARE COMPLETED | |||
| HVAC ROUGH | 02/01/2023 | Disapproved - NO FEE | JWALKER |
| Note: Please have a full set of approved drawings onsite for all inspections. Include for HVAC all rough UNIT A and UNIT B Duct layouts. | |||
| TUB SET | 01/27/2023 | CANCELLED BY APPLICANT | WEB |
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 01/27/2023 | PARTIALLY APPROVED | JWALKER |
| Note: 1/25/2023 - PREVIOUS INSPECTION NOTES Inspector Notes from Inspection 2340 Left and right side CMU walls. Window openings at the bathrooms have not been installed. New window openings right and left side CMU walls have been installed at the kitchen areas. Please have the engineer submitt a revision to the building department showing the wall opening changes. Contractor may pour the down cells and bond beams at contractors risk changes are not approved b the building department. Please have the revisions submitted and approved before roof brace inspection. 1/25/23 1. Above listed revision has not been submitted. 2. Roof deck nailing, Nails have been sunk into sheating too deep, Renail and leave roof uncoved for reinspection 3. Garage bearing wall. Missing Sp4 and Sp1. 4. Trusses bearing on garage wall call for RT16 or H10 anchors. Contractor installed SDWC screws. Submitt a revision for the anchor change or install engineer specifed anchors. 5. Unit B the garage bearing wall is not bearing on the concrete completely appx. 1 1/2 over hanging. Engineering fix will need to be submitted. 6. Over framing above garage area the rafter into the ridge require H-3 anchors. 7. Remove form boards from rear wall down cells. Truss engineering passed. 1/27/12 Roof deck nailing has been corrected. Contractor may cover the roof. Other listed item still need to be addressed. | |||
| ROOF SHEATHING / BRACES/TIES/DOWN CELL | 01/25/2023 | Disapproved - NO FEE | JWALKER |
| Note: Inspector Notes from Inspection 2340 Left and right side CMU walls. Window openings at the bathrooms have not been installed. New window openings right and left side CMU walls have been installed at the kitchen areas. Please have the engineer submitt a revision to the building department showing the wall opening changes. Contractor may pour the down cells and bond beams at contractors risk changes are not approved b the building department. Please have the revisions submitted and approved before roof brace inspection. 1/25/23 1. Above listed revision has not been submitted. 2. Roof deck nailing, Nails have been sunk into sheating too deep, Renail and leave roof uncoved for reinspection 3. Garage bearing wall. Missing Sp4 and Sp1. 4. Trusses bearing on garage wall call for RT16 or H10 anchors. Contractor installed SDWC screws. Submitt a revision for the anchor change or install engineer specifed anchors. 5. Unit B the garage bearing wall is not bearing on the concrete completely appx. 1 1/2 over hanging. Engineering fix will need to be submitted. 6. Over framing above garage area the rafter into the ridge require H-3 anchors. 7. Remove form boards from rear wall down cells. Truss engineering passed. | |||
| ROOF VALLEY & METAL | 01/25/2023 | CANCELLED BY APPLICANT | WEB |
| Note: Inspector Notes from Inspection 2340 Left and right side CMU walls. Window openings at the bathrooms have not been installed. New window openings right and left side CMU walls have been installed at the kitchen areas. Please have the engineer submitt a revision to the building department showing the wall opening changes. Contractor may pour the down cells and bond beams at contractors risk changes are not approved b the building department. Please have the revisions submitted and approved before roof brace inspection. | |||
| GRAVITY SEWER TEST | 01/25/2023 | CANCELLED BY APPLICANT | WEB |
| Note: Inspector Notes from Inspection 2060 CHANGE PLUBMING SUB CONTRACTOR FROM ''ASAP'' TO PRO-TEAM | |||
| FOUND SURVEY APPROVED (OFFICE) | 01/23/2023 | APPROVED | TBAKER |
| TIE BEAM / LINTEL | 12/19/2022 | APPROVED - AS NOTED | JWALKER |
| Note: Left and right side CMU walls. Window openings at the bathrooms have not been installed. New window openings right and left side CMU walls have been installed at the kitchen areas. Please have the engineer submitt a revision to the building department showing the wall opening changes. Contractor may pour the down cells and bond beams at contractors risk changes are not approved b the building department. Please have the revisions submitted and approved before roof brace inspection. | |||
| MONOLITHIC SLAB | 12/06/2022 | APPROVED - AS NOTED | JWALKER |
| Note: 12/5/2022 - PREVIOUS INSPECTION NOTES Dowel rods are sitting in the bottom of the footings. Steel is to have 3" ground clearance. Exterior walls are not detailed on the foundation drawings. Please have engineer detail types of walls. The center bearing 2 hour fire wall footing is not installed as per the detail. See foundation drawing. 12/6/22 Contractor has submitted engineer letter to the building department in reference to the center bearing wall. Contractor is schudled for concrete and may procede with pour. At risk of revision approval. | |||
| MONOLITHIC SLAB | 12/05/2022 | Disapproved - NO FEE | JWALKER |
| Note: Dowel rods are sitting in the bottom of the footings. Steel is to have 3" ground clearance. Exterior walls are not detailed on the foundation drawings. Please have engineer detail types of walls. The center bearing 2 hour fire wall footing is not installed as per the detail. See foundation drawing. | |||
| WATER METER INSTALLATION REQUEST | 12/01/2022 | APPROVED | CSTONE |
| PLUMBING 1ST ROUGH UNDERGROUND | 11/28/2022 | APPROVED - AS NOTED | MGIBSON |
| Note: CHANGE PLUBMING SUB CONTRACTOR FROM ''ASAP'' TO PRO-TEAM |
Review History
| Department | Status | Date In | Date Out |
| MECH | COMPLETE | 09/15/2023 | 09/18/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BADMIN | INFORMATION | 07/18/2023 | 07/18/2023 |
| Note: Marked INFORMATION By: SCOTT THOMAS - - STHOMAS@PALMCOASTGOV.COM PREPOUR INSPECTION NOT COMPLETE BEFORE FINAL SURVEY CAN BE SCHEDULED | |||
| ELEC | COMPLETE | 07/17/2023 | 07/17/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BADMIN | INFORMATION | 07/10/2023 | 07/10/2023 |
| Note: Marked INFORMATION By: MICHELLE RAMOS - - MRAMOS@PALMCOASTGOV.COM Unable to process final survey. There is an outstanding inspection required before. | |||
| ELEC | HOLD | 07/10/2023 | 07/13/2023 |
| Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1. This not a duplex riser. Submit exactly what was installed. | |||
| ELEC | COMPLETE | 06/29/2023 | 07/10/2023 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 02/28/2023 | 02/28/2023 |
| Note: Released By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@PALMCOASTGOV.COM Marked complete on re-review of engineer's letter and plans examiners previious review comments. | |||
| MECH | COMPLETE | 02/28/2023 | 02/28/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| BLD | HOLD | 02/21/2023 | 02/22/2023 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM All comments below per the 2020 Florida Building Code REVIEW COMMENTS: 1. Engineer to clarify required footing fire wall. Drawings show a 1 x 20 footing. Engineers letter states a 10 x 20 block stem wall. Provide a revised footer for the proposed change. (Second Request) | |||
| BLD | HOLD | 02/07/2023 | 02/10/2023 |
| Note: Held By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM All comments below per the 2020 Florida Building Code REVIEW COMMENTS: 1. Engineer to clarify required footing fire wall. Drawings show a 1 x 20 footing. Engineers letter states a 10 x 20 block stem wall. Provide a revised footer for the proposed change. | |||
| BLD | HOLD | 02/07/2023 | 02/10/2023 |
| Note: Held By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM All comments below per the 2020 Florida Building Code REVIEW COMMENTS: 1. Engineer to clarify required footing fire wall. Drawings show a 1 x 20 footing. Engineers letter states a 10 x 20 block stem wall. Provide a revised footer for the proposed change. | |||
| ENGIN1 | COMPLETE | 01/23/2023 | 01/23/2023 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 01/23/2023 | 01/23/2023 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 01/09/2023 | 01/10/2023 |
| Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 01/06/2023 | 01/09/2023 |
| Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM | |||
| MECH | HOLD | 12/12/2022 | 12/12/2022 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM Provide Energy calcs by listed subcontractor | |||
| MECH | HOLD | 12/09/2022 | 12/09/2022 |
| Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM 1. Provide Entire energy Calc with heatload and duct layout signed by the AC contractor for both sides of duplex. 2. Energy calcs need to be signed by the builder. 3. Design location on Energy calcs and heatload need to be daytona beach. | |||
| BLD | COMPLETE | 12/06/2022 | 12/07/2022 |
| Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM | |||
| ZON | COMPLETE | 10/10/2022 | 10/10/2022 |
| Note: Released By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM | |||
| MECH | COMPLETE | 10/10/2022 | 10/11/2022 |
| Note: Released By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM | |||
| SW1 | COMPLETE | 10/10/2022 | 10/18/2022 |
| Note: Released By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 10/10/2022 | 10/10/2022 |
| Note: Released By: JOHN HOWARD - - JHOWARD@PALMCOASTGOV.COM | |||
| MECH | HOLD | 09/27/2022 | 09/27/2022 |
| Note: Held By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM THIS IS CORRECT REVIEW. DIRECTION WAS WRONG ON PREVOIOUS REVIEW 1. Orientation of Energy Calcs does not match the site plan. Revise to match per R405.4.2.1 FBC Energy Conservation 2020 7Th Edition Direction is E or NE. Heatload shows SW (Second Request) 2. Duct layout needs to be signed by the AC contractor | |||
| MECH | HOLD | 09/27/2022 | 09/27/2022 |
| Note: Held By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM 1. Orientation of Energy Calcs does not match the site plan. Revise to match per R405.4.2.1 FBC Energy Conservation 2020 7Th Edition Direction is W or NW. Heatload shows SW (Second Request) 2. Duct layout needs to be signed by the AC contractor | |||
| ZON | HOLD | 09/27/2022 | 09/27/2022 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM repeat comment: Site plan: show all platted easements on this property. I see the 20' easment on the right side but there is a platted easment around the entire property that must be shown on the survey/ site plan. Utility mechanical encroachment equipment: Site plan shows the A/C pad is in the 5' utility easement. Please remove from the easement. Internal note: F-25', R-10', LS-7.5' RS-20' | |||
| SW1 | HOLD | 09/27/2022 | 10/06/2022 |
| Note: Held By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM YOUR DRAINAGE CAN NOT IMPACT THE LOT BEHIND YOUR | |||
| ENGIN1 | COMPLETE | 09/27/2022 | 09/27/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| BLD | COMPLETE | 09/16/2022 | 09/21/2022 |
| Note: Released By: HAROLD ALLEN - (386)986-2357 - HALLEN@PALMCOASTGOV.COM | |||
| CUSVC | COMPLETE | 09/16/2022 | 09/19/2022 |
| Note: Released By: CYNTHIA SCHWEERS - - CSCHWEERS@PALMCOASSTGOV.COM | |||
| ELEC | COMPLETE | 09/16/2022 | 09/19/2022 |
| Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM | |||
| ENGIN1 | COMPLETE | 09/16/2022 | 09/16/2022 |
| Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM | |||
| LOCATE | COMPLETE | 09/16/2022 | 09/21/2022 |
| Note: Released By: CANDACE STONE - - CSTONE@PALMCOASTGOV.COM | |||
| MECH | HOLD | 09/16/2022 | 09/16/2022 |
| Note: Held By: CHRIS PISCITELLI - (386)986-3782 - CPISCITELLI@PALMCOASTGOV.COM 1. Orientation of Energy Calcs does not match the site plan. Revise to match per R405.4.2.1 FBC Energy Conservation 2020 7Th Edition 2. Energy Calcs need to be signed by the builder per 107.1 FBC Residential 2020 7th edition | |||
| SW1 | HOLD | 09/16/2022 | 09/23/2022 |
| Note: Held By: ROBERT GROSS - (386)986-4769 - RGROSS@PALMCOASTGOV.COM See highlighted items on the SW1 Checklist dated 9/23/22 for corrections needed. | |||
| ZON | HOLD | 09/16/2022 | 09/21/2022 |
| Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Site plan: show all platted easements on this property Please provide the setback from ac to property line Utility mechanical encroachment equipment: On site plan submitted the A/C pad is in the 5' utility easement. Please provide the 2 ft. encroachment license agreement for the mechanical equipment. Must be signed by all persons on the deed, witnessed and notarized. Internal note: F-25', R-10', LS-7.5' RS-20' | |||
| SWALE | COMPLETE | 09/16/2022 | 01/20/2023 |
| 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 | 10/12/2023 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 10/12/2023 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 10/12/2023 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 10/12/2023 |
| SW ENG REINSPECTION 20 | ¤20.00 | 10/12/2023 |
| SW ENG REINSPECTION 20 | ¤20.00 | 10/12/2023 |
| SW ENG REINSPECTION 30 | ¤30.00 | 10/12/2023 |
| SW ENG REINSPECTION 30 | ¤30.00 | 10/12/2023 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 10/12/2023 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 10/12/2023 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 10/12/2023 |
| PLAN REVIEW - REVISION | ¤32.50 | 02/17/2023 |
| PLAN REVIEW - REVISION | ¤32.50 | 02/17/2023 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 02/17/2023 |
| REINSPECTION RESIDENTIAL | ¤40.00 | 02/17/2023 |
| CONTRACTOR CHANGE | ¤20.00 | 02/17/2023 |
| CONTRACTOR CHANGE | ¤20.00 | 02/17/2023 |
| 3% FIRE IMPACT FEE CREDIT | (¤23.32) | 10/27/2022 |
| IMPACT FEE FIRE | ¤777.30 | 10/27/2022 |
| IMPACT FEE PARKS | ¤2,910.26 | 10/27/2022 |
| IMPACT FEE SCHOOL | ¤10,900.00 | 10/27/2022 |
| IMPACT FEE TRANSPORTATION | ¤2,738.00 | 10/27/2022 |
| WATER -IRRIGATION INSPECTION | ¤50.00 | 10/27/2022 |
| 3% PARKS IMPACT FEE CREDIT | (¤87.31) | 10/27/2022 |
| SURCHARGE FS 533.721 | ¤4.18 | 10/27/2022 |
| SURCHARGE - FS 468.631 | ¤6.27 | 10/27/2022 |
| SW ENG - FOUNDATION SURVEY | ¤20.00 | 10/27/2022 |
| SW ENG INSPECTION 80 | ¤80.00 | 10/27/2022 |
| SW ENG PRE APRON | ¤30.00 | 10/27/2022 |
| WATER- TURN ON | ¤50.00 | 10/27/2022 |
| ADJUSTMENT 50% | (¤664.52) | 10/27/2022 |
| ADMINISTRATIVE RESIDENTIAL | ¤30.00 | 10/27/2022 |
| INSPECTION - RESIDENTIAL | ¤1,012.00 | 10/27/2022 |
| PLAN REVIEW - RESIDENTIAL | ¤287.04 | 10/27/2022 |
| CONNECTION FEES | ¤2,155.76 | 10/27/2022 |
| SW ENG - REVIEW 20 | ¤20.00 | 10/27/2022 |
| SW ENG RES REVIEW 200 | ¤200.00 | 10/27/2022 |
| 3% TRANS IMPACT FEE CREDIT | (¤82.14) | 10/27/2022 |
| SEWER CREDIT | (¤1,466.00) | 10/27/2022 |
| SEWER INSPECTION | ¤25.00 | 10/27/2022 |
| SEWER CAPITAL FACILITY | ¤9,879.52 | 10/27/2022 |
| WATER CAPITAL FACILITY FEE | ¤7,253.00 | 10/27/2022 |
| SITE PLAN 30 | ¤30.00 | 10/27/2022 |
| Fees | Total Due: ¤0.00 | Total Paid: ¤36,692.54 |