Status: COED

Parcel Id: 42-10-30-3210-00000-1580

CONDITIONED SPACE: 2815 sqft

GARAGE: 632 sqft

OPENED PORCH (WITH ROOF) : 387 sqft

OPENED PORCH (WITH ROOF) : 26 sqft

Total Square Footage: 3860 sqft

Block: 00000

Subdivision: 2094 - CONSERVATORY AT HAMMOCK BEACH

Job Phone: 386-237-0328

Location Address: 335 HIBISCUS WAY

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 02/12/2024

NOC: RECORDED

Applicant name: JAMES JOSEPH ALBANO

Owner: USTILOVSKY ALEXANDER

Address 200 OCEAN CREST DRIVE PALM COAST, FL 32137

Address UNIT 111 PALM COAST, FL 32137

Lot: 1580

Contracted Stated Job Value: ¤485,000.00

Job Description: 2-Story, Single Family Residence

Type: CN

Contractor

ALBANO DESIGNS STUDIOS, INC

Status	Location Address	State License Number	Phone
ACTIVE	82 LEE DR PALM COAST, FL 32137	CBC050078 (Exp: 08/31/2026)	386-237-0328

Sub Contractors

WILLIAM FRANK DUDLEY JR.

Status	Location Address	State License Number	Phone
ACTIVE	P.O. BOX 978 Bunnell, FL 32110	EC0003177 (Exp: 08/31/2026)	(386)437-3068

ROBERTO F GONZALEZ

Status	Location Address	State License Number	Phone
ACTIVE	212 PALMETTO AVE CRESCENT CITY, FL 32112	RF11067887 (Exp: 08/31/2027)	286-559-2885

SCOTT DALE CRIDER

Status	Location Address	State License Number	Phone
ACTIVE	PO BOX 353092 PALM COAST, FL 32137	CCC1333991 (Exp: 08/31/2026)	386-276-0758

SHAWN MICHAEL HISS

Status	Location Address	State License Number	Phone
ACTIVE	1315 LPGA BLVD HOLLY HILL, FL 32117	CAC1813585 (Exp: 08/31/2026)	(386)672-8688

Inspection History

Type	Request Date	Result	Inspector
U-CROSS CONNECTION	10/03/2024	APPROVED	DHANEY
ROW - FINAL APRON (AFTER POUR)	10/02/2024	APPROVED	PFLANAGAN
Note: CORRECTION MADE -------------------------------------------------------------- 10/1/2024 - PREVIOUS INSPECTION NOTES Sec 300.01 E1 The construction site must have the address clearly displayed and the Builders Box
ROW - STORMWATER FINAL	10/02/2024	APPROVED - AS NOTED	PFLANAGAN
Note: PLEASE ADD MORE SEED AND STRAW ON THE BARE AREAS ALONG RIGHT, LEFT AND BACK PROPERTY LINES ------------------------------------------------------------------------ 10/1/2024 - PREVIOUS INSPECTION NOTES NEED TO HAVE THE ADDRESS PRESENT OR THE PERMIT BOX WITH THE ADDRESS. Sec 300.01 E1 The construction site must have the address clearly displayed and the Builders Box. --------------------------------------------------------------------------- 9/24/2024 - PREVIOUS INSPECTION NOTES ** 09/24/24 LEFT SIDE AT PROPERTY LINE IN FRONT NEED TO REPAIR WASHOUT THAT IS AROUND THE WATER METER BOXES (PINK LIDS) ________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 ** 09/10/24 BEFORE FINAL ROW IS APPROVED ** LEFT FRONT POP-UP DRAIN NEED TO MOVE BACK A MINIMUM OF 5 FT FROM THE CURB ALSO NEED RAISE SO DRAIN IS ON TOP OF SOD NOT UNDERNEATH WHICH WILL CAUSE WASHOUTS ** RIGHT SIDE FRONT POP-UP DRAINAGE NEED TO RAISE ON TOP OF SOD ** BOTH REAR POP--UP DRAINS NEED TO BE RAISED SO THEY ARE ON TOP OF THE SOD NOT UNDERNEATH ** LEFT SIDE ALONG PROPERTY LINE NEAR A/C UNIT NEED TO PUT SOD TO CONTAIN THE BARK MULCH AND FOR ** RIGHT SIDE FRONT ALONG PROPERTY LINE AT TREE NEED TO PUT SOD
ROW - STORMWATER FINAL	10/01/2024	Disapproved -FEE REQUIRED	PFLANAGAN
Note: NEED TO HAVE THE ADDRESS PRESENT OR THE PERMIT BOX WITH THE ADDRESS. Sec 300.01 E1 The construction site must have the address clearly displayed and the Builders Box. --------------------------------------------------------------------------- 9/24/2024 - PREVIOUS INSPECTION NOTES ** 09/24/24 LEFT SIDE AT PROPERTY LINE IN FRONT NEED TO REPAIR WASHOUT THAT IS AROUND THE WATER METER BOXES (PINK LIDS) ________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 ** 09/10/24 BEFORE FINAL ROW IS APPROVED ** LEFT FRONT POP-UP DRAIN NEED TO MOVE BACK A MINIMUM OF 5 FT FROM THE CURB ALSO NEED RAISE SO DRAIN IS ON TOP OF SOD NOT UNDERNEATH WHICH WILL CAUSE WASHOUTS ** RIGHT SIDE FRONT POP-UP DRAINAGE NEED TO RAISE ON TOP OF SOD ** BOTH REAR POP--UP DRAINS NEED TO BE RAISED SO THEY ARE ON TOP OF THE SOD NOT UNDERNEATH ** LEFT SIDE ALONG PROPERTY LINE NEAR A/C UNIT NEED TO PUT SOD TO CONTAIN THE BARK MULCH AND FOR ** RIGHT SIDE FRONT ALONG PROPERTY LINE AT TREE NEED TO PUT SOD
ROW - FINAL APRON (AFTER POUR)	10/01/2024	Disapproved - NO FEE	PFLANAGAN
Note: Sec 300.01 E1 The construction site must have the address clearly displayed and the Builders Box
BLD - BUILDING FINAL	09/30/2024	FINAL APPROVED	MCONTRYMAN
BLD - BUILDING FINAL	09/24/2024	CANCELLED BY APPLICANT	WEB
ROW - STORMWATER FINAL	09/24/2024	Disapproved - NO FEE	EMADISON
Note: ** 09/24/24 LEFT SIDE AT PROPERTY LINE IN FRONT NEED TO REPAIR WASHOUT THAT IS AROUND THE WATER METER BOXES (PINK LIDS) ________________________________________________________________________________________________________________ Inspector Notes from Inspection 9465 ** 09/10/24 BEFORE FINAL ROW IS APPROVED ** LEFT FRONT POP-UP DRAIN NEED TO MOVE BACK A MINIMUM OF 5 FT FROM THE CURB ALSO NEED RAISE SO DRAIN IS ON TOP OF SOD NOT UNDERNEATH WHICH WILL CAUSE WASHOUTS ** RIGHT SIDE FRONT POP-UP DRAINAGE NEED TO RAISE ON TOP OF SOD ** BOTH REAR POP--UP DRAINS NEED TO BE RAISED SO THEY ARE ON TOP OF THE SOD NOT UNDERNEATH ** LEFT SIDE ALONG PROPERTY LINE NEAR A/C UNIT NEED TO PUT SOD TO CONTAIN THE BARK MULCH AND FOR ** RIGHT SIDE FRONT ALONG PROPERTY LINE AT TREE NEED TO PUT SOD
U -UTILITY RESIDENTIAL FINAL	09/24/2024	FINAL APPROVED	BWRIGHT
ROW- FINAL SURVEY/GRADING CERTIFICATION	09/10/2024	APPROVED	EMADISON
ROW FIELD SURVEY /GRADING CERTIFICATION	09/10/2024	APPROVED - AS NOTED	EMADISON
Note: ** 09/10/24 BEFORE FINAL ROW IS APPROVED ** LEFT FRONT POP-UP DRAIN NEED TO MOVE BACK A MINIMUM OF 5 FT FROM THE CURB ALSO NEED RAISE SO DRAIN IS ON TOP OF SOD NOT UNDERNEATH WHICH WILL CAUSE WASHOUTS ** RIGHT SIDE FRONT POP-UP DRAINAGE NEED TO RAISE ON TOP OF SOD ** BOTH REAR POP--UP DRAINS NEED TO BE RAISED SO THEY ARE ON TOP OF THE SOD NOT UNDERNEATH ** LEFT SIDE ALONG PROPERTY LINE NEAR A/C UNIT NEED TO PUT SOD TO CONTAIN THE BARK MULCH AND FOR ** RIGHT SIDE FRONT ALONG PROPERTY LINE AT TREE NEED TO PUT SOD
ROW- PRE-APRON (PRE-POUR)	07/02/2024	APPROVED - AS NOTED	EMADISON
Note: ** 07/02/24 READY TO POUR APRON AND PAVER RESTRAINTS ** PAVER BASE HAS BEEN SPREAD AND COMPACTED CAN SET PAVERS AFTER CONCRETE HAS BEEN POURED ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility to ensure that nothing changes after this Inspection is approved. This includes but is not limited to, the Culvert Pipe Elevation from the time of the inspection approval to the concrete pour. **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL
ROW- PAVER RESTRAINTS	07/02/2024	APPROVED	EMADISON
Note: Inspector Notes from Inspection 9270 ** 07/02/24 READY TO POUR APRON AND PAVER RESTRAINTS ** At the time of the inspection all minimum city requirements were met. It is the builders responsibility to ensure that nothing changes after this Inspection is approved. **MAKE SURE THERE IS 3000 PSI CONCRETE REINFORCED WITH WWF 6X6.W1.4 MESH OR FIBERGLASS REINFORCED CONCRETE (FRC) DRAWING 300,E RESIDENTIAL CULVERT DETAIL
ELECTRIC-TUG	06/14/2024	APPROVED	JWALKER
GRAVITY SEWER TEST	05/31/2024	APPROVED	MGIBSON
SEWER TIE IN	05/31/2024	APPROVED	MGIBSON
INSULATION	05/21/2024	APPROVED	FWILLIS
Note: Inspector Notes from Inspection 2420 need the following by insulation 1. NEED PROPER NAIL PLATES FBC… R, M1308.2.1 PROTECTION FROM PHYSICAL DAMAGE… IF PIPE IS LESS THAN 1.5” FROM EDGE IT MUST BE PROTECTED WITH A MINIMUM OF 16 GAGE STEEL PLATE AND PLATE MUST EXTEND A MINIMUM OF 2” ABOVE THE SOLE PLATES AND BELOW THE TOP PLATES (plates need to extend 2 inches beyond the framing member at top and bottom plates). 2. NEED PROPER NAIL PLATES FOR PLUMBING P2603.2.1 PROTECTION AGAINST PHYSICAL DAMAGE. (plates need to extend 2 inches beyond the framing member at top and bottom plates).
ALL ROUGH	05/08/2024	APPROVED - AS NOTED	LMILLER
Note: need the following by insulation 1. NEED PROPER NAIL PLATES FBC… R, M1308.2.1 PROTECTION FROM PHYSICAL DAMAGE… IF PIPE IS LESS THAN 1.5” FROM EDGE IT MUST BE PROTECTED WITH A MINIMUM OF 16 GAGE STEEL PLATE AND PLATE MUST EXTEND A MINIMUM OF 2” ABOVE THE SOLE PLATES AND BELOW THE TOP PLATES (plates need to extend 2 inches beyond the framing member at top and bottom plates). 2. NEED PROPER NAIL PLATES FOR PLUMBING P2603.2.1 PROTECTION AGAINST PHYSICAL DAMAGE. (plates need to extend 2 inches beyond the framing member at top and bottom plates).
ROOF VALLEY & METAL	05/07/2024	APPROVED	FWILLIS
Note: 5/1/2024 - PREVIOUS INSPECTION NOTES
LATH/BRICK/ WATER BARRIER	05/06/2024	APPROVED	FWILLIS
Note: 5/3/2024 - PREVIOUS INSPECTION NOTES
ROOF SHEATHING / BRACES/TIES/DOWN CELL	05/06/2024	APPROVED	FWILLIS
Note: 5/6/24 - ALL CORRECTIONS MADE 5/3/2024 - PREVIOUS INSPECTION NOTES 4/26/2024 - PREVIOUS INSPECTION NOTES 4/26/24 Corrections listed from the previous inspection have been completed. 1. Please provide details showing Floor and roof truss connections to walls. Include girder truss connections. Common practice is to show achors of the truss pages. 2. Rear porch anchors and framing have been covered. Please uncover and expose all anchors and beams. 3. Could not locate interior bearing wall details. Please provide stud types, header size and all achoring requirements. Front proch and columns have been inspected. Plywood can be installed. Adding wall sheating inspection. 4/25/2024 - PREVIOUS INSPECTION NOTES Roof sheating bumped checked and approved. 1. Plan pages missing. Pages A 1.5, 2.0, 3.1, 4.0, and 4.1 Please have a full set of approved plans onsite for the reinspection. 2. Roof and Floor truss engineering was inspected. A) Truss A-08 missing engineering this is an I beam type. B) Where the over framing roof ridge beam meets the roof decking installing blocking below between truss and install anchor. Continous load path. C) Over framing anchors have not been fastened. D) Trusses C3S and C5S are missing the HTU26 buckets. See the truss engineering layout page. Floor truss engineering and HTU buckets inspected. Attachment to bearing walls and exterior wall not inspected. Inspection was stopped due to missing plan pages. Bearing walls anchoring, exterior walls, truss to wall connection need to be inspected at next reinspection.
LATH/BRICK/ WATER BARRIER	05/03/2024	CANCELLED BY APPLICANT	JWALKER
ROOF SHEATHING / BRACES/TIES/DOWN CELL	05/03/2024	CANCELLED BY APPLICANT	JWALKER
Note: 4/26/2024 - PREVIOUS INSPECTION NOTES 4/26/24 Corrections listed from the previous inspection have been completed. 1. Please provide details showing Floor and roof truss connections to walls. Include girder truss connections. Common practice is to show achors of the truss pages. 2. Rear porch anchors and framing have been covered. Please uncover and expose all anchors and beams. 3. Could not locate interior bearing wall details. Please provide stud types, header size and all achoring requirements. Front proch and columns have been inspected. Plywood can be installed. Adding wall sheating inspection. 4/25/2024 - PREVIOUS INSPECTION NOTES Roof sheating bumped checked and approved. 1. Plan pages missing. Pages A 1.5, 2.0, 3.1, 4.0, and 4.1 Please have a full set of approved plans onsite for the reinspection. 2. Roof and Floor truss engineering was inspected. A) Truss A-08 missing engineering this is an I beam type. B) Where the over framing roof ridge beam meets the roof decking installing blocking below between truss and install anchor. Continous load path. C) Over framing anchors have not been fastened. D) Trusses C3S and C5S are missing the HTU26 buckets. See the truss engineering layout page. Floor truss engineering and HTU buckets inspected. Attachment to bearing walls and exterior wall not inspected. Inspection was stopped due to missing plan pages. Bearing walls anchoring, exterior walls, truss to wall connection need to be inspected at next reinspection.
ROOF VALLEY & METAL	05/01/2024	CANCELLED BY APPLICANT	AGAETANO
ROOF SHEATHING / BRACES/TIES/DOWN CELL	04/26/2024	Disapproved - NO FEE	JWALKER
Note: 4/26/24 Corrections listed from the previous inspection have been completed. 1. Please provide details showing Floor and roof truss connections to walls. Include girder truss connections. Common practice is to show achors of the truss pages. 2. Rear porch anchors and framing have been covered. Please uncover and expose all anchors and beams. 3. Could not locate interior bearing wall details. Please provide stud types, header size and all achoring requirements. Front proch and columns have been inspected. Plywood can be installed. Adding wall sheating inspection. 4/25/2024 - PREVIOUS INSPECTION NOTES Roof sheating bumped checked and approved. 1. Plan pages missing. Pages A 1.5, 2.0, 3.1, 4.0, and 4.1 Please have a full set of approved plans onsite for the reinspection. 2. Roof and Floor truss engineering was inspected. A) Truss A-08 missing engineering this is an I beam type. B) Where the over framing roof ridge beam meets the roof decking installing blocking below between truss and install anchor. Continous load path. C) Over framing anchors have not been fastened. D) Trusses C3S and C5S are missing the HTU26 buckets. See the truss engineering layout page. Floor truss engineering and HTU buckets inspected. Attachment to bearing walls and exterior wall not inspected. Inspection was stopped due to missing plan pages. Bearing walls anchoring, exterior walls, truss to wall connection need to be inspected at next reinspection.
ROOF SHEATHING / BRACES/TIES/DOWN CELL	04/25/2024	Disapproved - NO FEE	JWALKER
Note: Roof sheating bumped checked and approved. 1. Plan pages missing. Pages A 1.5, 2.0, 3.1, 4.0, and 4.1 Please have a full set of approved plans onsite for the reinspection. 2. Roof and Floor truss engineering was inspected. A) Truss A-08 missing engineering this is an I beam type. B) Where the over framing roof ridge beam meets the roof decking installing blocking below between truss and install anchor. Continous load path. C) Over framing anchors have not been fastened. D) Trusses C3S and C5S are missing the HTU26 buckets. See the truss engineering layout page. Floor truss engineering and HTU buckets inspected. Attachment to bearing walls and exterior wall not inspected. Inspection was stopped due to missing plan pages. Bearing walls anchoring, exterior walls, truss to wall connection need to be inspected at next reinspection.
LATH/BRICK/ WATER BARRIER	04/25/2024	CANCELLED BY APPLICANT	WEB
WINDOW NAILING	04/16/2024	APPROVED	FWILLIS
Note: LOOKED AT STRAPS ON THE POST'S IN THE REAR. ALSO H2.5 REPLACED BY H10'S.
WALL SHEATHING	04/05/2024	APPROVED	JWALKER
TIE BEAM / LINTEL	04/05/2024	CANCELLED BY INSPECTOR	JMUNSON
FOUND SURVEY APPROVED (OFFICE)	03/27/2024	APPROVED	TBAKER
MONOLITHIC SLAB	03/14/2024	APPROVED	AGAETANO
PLUMBING 1ST ROUGH UNDERGROUND	03/08/2024	APPROVED	LMILLER
WATER METER INSTALLATION REQUEST	03/08/2024	APPROVED	CBOWERMASTER

Review History

Department	Status	Date In	Date Out
BLD	COMPLETE	04/29/2024	05/01/2024
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
ENGIN1	COMPLETE	03/27/2024	03/27/2024
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	03/27/2024	03/27/2024
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
ZON	COMPLETE	02/02/2024	02/02/2024
Note: Released By: ALISHA MOBLEY - (386)986-3751 - AMOBLEY@PALMCOASTGOV.COM
BLD	COMPLETE	02/02/2024	02/12/2024
Note: Released By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@PALMCOASTGOV.COM
SW1	COMPLETE	02/02/2024	02/09/2024
Note: Released By: JEFF CREWS - - JCREWS@PALMCOASTGOV.COM
ELEC	COMPLETE	02/02/2024	02/05/2024
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
MECH	COMPLETE	02/02/2024	02/05/2024
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
ZON	HOLD	01/22/2024	01/23/2024
Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM repeat comment Plans need to match the driveway angle changed and needs to be changed on the landscape plan also. Elevation page A.2.0 Faux windows not allowed as Per LDC.
SW1	HOLD	01/22/2024	02/02/2024
Note: Held By: JEFF CREWS - - JCREWS@PALMCOASTGOV.COM Please show FF elv of garage show proposed elv's at corners of house 4" to 6" below FF
BLD	HOLD	01/22/2024	01/29/2024
Note: Held By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@PALMCOASTGOV.COM 1. OK. Plan Sheet A1.1 1. OK. 2. OK. 3. OK. 4. OK. 5. OK. 6. OK. 7. OK. 8. OK. 9. OK. Plan Sheet A.1.3 1. 1/29/24 3RD REPEAT COMMENT. THIS TIME PLAN SHEET A-1.3 HAS BEEN ELIMINATED AND NOT PROVIDED. COVER SHEET STILL IDENTIFIES IT AS BEING PART OF THE PLAN SET. THIS IS A REQUIRED PLAN SHEET AND MUST BE PROVIDED. REPEAT COMMENT. PREVIOUS PARTIAL FRAMING PLAN REMOVED FROM RESUBMITTED PLANS: 2nd floor framing plan incomplete. Identify means of supporting floor trusses adjacent to stairs. Identify means of supporting long trusses at connection with other trusses (girder requirements). Identify spans. Identify rim joist / truss closure materials. Identify load bearing wall locations. 2. REPEAT COMMENT: Provide structural design for 2nd floor framing to support load bearing walls and roof loads above for Bedroom 4 where walls are inset from exterior walls below. Garage door beam / girder design needs to account for loads as well. Plan Sheet A1.4 1. 1/29/24 3RD REPEAT COMMENT. THIS AND PREVIOUS COMMENTS ALSO APPLY TO NEW PLAN SHEET A-1.5. NUMEROUS STRUCTURAL DETAILS MISSING. THIS IS NOT A FLOOR AND ROOF TRUSS LAYOUT PLAN – THAT IS PROVIDED BY THE TRUSS MANUFACTURER. A FLOOR AND ROOF FRAMING PLAN IS REQUIRED. ARCHITECT TO IDENTIFY BEAM SIZES AND TYPES, ARCHITECT TO PROVIDE OVERHANG DETAILS AND CANNOT DEFER THOSE TO THE BUILDER. ARCHITECT TO PROVIDE LOAD PATH DESIGN TO THE FOUNDATION. IF ARCHITECT IS UNABLE TO PROVIDE DESIGN – THEN OBTAIN SERVICES OF FLORIDA LICENSED PROFESSIONAL ENGINEER. REPEAT COMMENT: Provide structural roof framing plan. Truss placement plan is not a structural roof framing plan. Numerous structural details missing. Truss placement plan is provided by truss manufacturer at time of truss submittal. 2. OK Plan Sheet A4.0 1. OK. 2. 1/29/24 3RD REPEAT COMMENT. NO DETAILS PROVIDED FOR COLUMNS AT GUEST ROOM FRONT WINDOW. PARTIAL REPEAT COMMENT. FRONT PORCH COLUMNS APPEAR TO BE BUILT UP AND STUCCO CLADDED. NEW FRAMING DETAILS SHOW SIMPLE 4" X 4" P.T. WOOD COLUMNS WITH NO DETAILS HOW THEY WILL BE BUILT OUT AND FINISHED. Provide framing details for front porch walls and built-up columns including attachment to footings and framing above. Provide the same details for the built-up columns at guest room front window. 3. OK. 4. 1/29//24 PARTIAL REPEAT COMMENT. PLAN SHEET INDICATE TRUSS COMPANY TO PROVIDE BEAM / GIRDER SIZES. THAT IS NOT THE CASE. THE REGISTERED DESIGN PROFESSIONAL IS RESPONSIBLE TO IDENTIFY ALL BEAMS / GIRDERS. REPEAT COMMENT. THE DETAIL TO THE RIGHT OF PLAN SHEET A4.1 SHOWS AN LVL BEAM NOT LOCATED UNDER LOAD BEARING WALL AND FLOOR FRAMING ABOVE: Provide garage beam / girder design above garage roll up door that also supports 2nd floor wall and roof loads and construction and attachment details. 5. OK. 6. OK. 7. OK. 8. OK. 9. OK. 10. OK. 11. OK. 12. OK. 13. OK. 14. OK. 15. OK. 16. 1/29/24 3RD REPEAT COMMENT. COMMENT REFERENCING SECTION R316 REMOVED FROM PLAN SHEET A-4.0 HOWEVER TYE OF VAPOR RETARDER STILL NOT PROVIDED. ALSO, REVISED PLAN SHEET A1.0 NOT PROVIDED AS REQUESTED. REPEAT COMMENT. REFERENCE TO R316 DOES NOT APPLY. R316 IS A SECTION COVERING FOAM PLASTICS: Provide interior vapor retarder type in exterior wall section. Add to Plan Sheet A1.0. 17. OK. 18. OK. 19. OK. . 20. 1/29/24 3RD REPEAT COMMENT. LIVE AND DEAD LOADS HAVE BEEN REMOVED FROM PLAN SHEET A-4.0 REPEAT COMMENT. ROOFING TILES COVERED BY FLORIDA PRODUCT APPROVAL NO. 17330.2 ALL APPEAR TO HAVE A PSF WEIGHT GREATER THAN THAT SHOWN ON PLAN SHEET A4.0: Correct roof top chord dead load to match roof tile plus roof sheathing p.s.f. weights. NEW COMMENT: PLAN SHEET A4.3 MISSING FROM LATEST SUBMITTAL. PLEASE PROVIDE.
URB	COMPLETE	01/19/2024	01/19/2024
Note: Released By: JOHN BEAUDET - (386)986-2456 - JBEAUDET@PALMCOASTGOV.COM
BADMIN	INFORMATION	01/18/2024	01/18/2024
Note: Marked INFORMATION By: BARBIE BEMBRY - (386)986-3780 - BUILDINGDIVISION@PALMCOASTGOV.COM Plans are to be uploaded under the 'plans' document type category. The digital seal cannot be verified.
BADMIN	INFORMATION	01/17/2024	01/17/2024
Note: Marked INFORMATION By: LIBBY MUSGROVE - (386)986-3780 - LMUSGROVE@PALMCOASTGOV.COM missing digital seal on the plans
ZON	HOLD	12/28/2023	12/28/2023
Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM repeat comment: Site plan: Cover page can not be stamped as siteplan please add all site plan information on to the survey with all of the requested information below. Please provide all platted easments on both Map book and page is incorrect Width of walkway Elevation page A.2.0 Faux windows not allowed as Per LDC. Landscape plan: 7 gallons shrubs required for the mechanical equiptment screening showing 3 gallons on plan
MECH	COMPLETE	12/28/2023	01/04/2024
Note: Released By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@PALMCOASTGOV.COM
URB	HOLD	12/28/2023	01/12/2024
Note: Held By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM 12/6/23 (JB) FOUNDATION SHRUBBERY (SCHEFFLERA ARBICOLA) "SA" ON THE PLAN ARE NON APPROVED TYPE AND WILL NEED TO BE REPLACED WITH PLANTS APPROVED FOR HARDINESS ZONE 9 A OR FROM THE CITY APPROVED SHRUBBERY LIST.
ELEC	COMPLETE	12/28/2023	12/28/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
SW1	HOLD	12/28/2023	01/05/2024
Note: Held By: JEFF CREWS - - JCREWS@PALMCOASTGOV.COM
BLD	HOLD	12/28/2023	01/05/2024
Note: Held By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@PALMCOASTGOV.COM Plan Sheet A1.0 1. OK. Plan Sheet A1.1 1. OK. 2. OK. 3. OK. 4. OK. 5. OK. 6. OK. 7. OK. 8. REPEAT COMMENT: Show dimensions of attic access in upper roof and if lower roof has headroom clearance of 30 inches or more than show attic access(es) (may require more than 1) in location directly under area with 30 inches of headroom. 9. OK. Plan Sheet A.1.3 1. REPEAT COMMENT. PREVIOUS PARTIAL FRAMING PLAN REMOVED FROM RESUBMITTED PLANS: 2nd floor framing plan incomplete. Identify means of supporting floor trusses adjacent to stairs. Identify means of supporting long trusses at connection with other trusses (girder requirements). Identify spans. Identify rim joist / truss closure materials. Identify load bearing wall locations. 2. REPEAT COMMENT: Provide structural design for 2nd floor framing to support load bearing walls and roof loads above for Bedroom 4 where walls are inset from exterior walls below. Garage door beam / girder design needs to account for loads as well. Plan Sheet A1.4 1. REPEAT COMMENT: Provide structural roof framing plan. Truss placement plan is not a structural roof framing plan. Numerous structural details missing. Truss placement plan is provided by truss manufacturer at time of truss submittal. 2. REPEAT COMMENT. MASONRY UPLIFT CONNECTOR SCHEDULE NOT SUITABLE FOR WOOD FRAME CONSTRUCTION: Provide uplift reactions for roof framing plan and identify hold-down schedule on this plan sheet or make reference if located on other plan sheet. Plan Sheet A4.0 1. OK. 2. PARTIAL REPEAT COMMENT. FRONT PORCH COLUMNS APPEAR TO BE BUILT UP AND STUCCO CLADDED. NEW FRAMING DETAILS SHOW SIMPLE 4" X 4" P.T. WOOD COLUMNS WITH NO DETAILS HOW THEY WILL BE BUILT OUT AND FINISHED. Provide framing details for front porch walls and built-up columns including attachment to footings and framing above. Provide the same details for the built-up columns at guest room front window. 3. OK. 4. REPEAT COMMENT. THE DETAIL TO THE RIGHT OF PLAN SHEET A4.1 SHOWS AN LVL BEAM NOT LOCATED UNDER LOAD BEARING WALL AND FLOOR FRAMING ABOVE: Provide garage beam / girder design above garage roll up door that also supports 2nd floor wall and roof loads and construction and attachment details. 5. OK. 6. OK. 7. OK. 8. REPEAT COMMENT: Provide attic ventilation calculations. If vented soffits provide ventilation identify vented soffits on exterior wall sections on other plan sheets. If attic is to be conditioned and unvented then identify the attic as such. 9. OK. 10. OK. 11. OK. 12. REPEAT COMMENT: Provide stair framing attachment detail to floors (top and bottom) and at mid-point landing 13. REPEAT COMMENT: Provide stair mid-point landing attachment detail to framing. 14. PARTIAL REPEAT COMMENT. HANDRAIL DETAIL AND TYPE NOT PROVIDED: Provide stair guard height, opening limitations, handrail detail, handrail type, mounting height, clearances, etc. 15. OK. 16. REPEAT COMMENT. REFERENCE TO R316 DOES NOT APPLY. R316 IS A SECTION COVERING FOAM PLASTICS: Provide interior vapor retarder type in exterior wall section. Add to Plan Sheet A1.0. 17. OK. 18. OK. 19. OK. . 20. REPEAT COMMENT. ROOFING TILES COVERED BY FLORIDA PRODUCT APPROVAL NO. 17330.2 ALL APPEAR TO HAVE A PSF WEIGHT GREATER THAN THAT SHOWN ON PLAN SHEET A4.0: Correct roof top chord dead load to match roof tile plus roof sheathing p.s.f. weights.
BLD	HOLD	12/05/2023	12/13/2023
Note: Held By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@PALMCOASTGOV.COM Plan Sheet A1.0 1. Provide footing details for 6 foot privacy wall shown on Plan Sheet 2.0. Plan Sheet A1.1 1. Provide dimension of stair mid-point landing in the direction of travel. Landing dimension must be equal to width of stairs. 2. Identify at least one ground floor bathroom door as having a clear openable width of at least 29 inches. 3. Label window W02, W07 and W10 in window schedule as being tempered glass. 4. Provide dimension of front door landing in the direction of egress travel of at least 36 inches. 5. Provide width of stairs. 6. Identify house / garage door D01 and D11 types. 7. Identify house / garage fire resistive rated separation between garage and adjacent 1st floor and garage and 2nd floor above. Identify fire resistive rating for garage walls supporting 2nd floor above. 8. Show dimensions of attic access in upper roof and if lower roof has headroom clearance of 30 inches or more than show attic access(es) (may require more than 1) in location directly under area with 30 inches of headroom. 9. Identify rear porch ceiling materials. Plan Sheet A.1.3 1. 2nd floor framing plan incomplete. Identify means of supporting floor trusses adjacent to stairs. Identify means of supporting long trusses at connection with other trusses (girder requirements). Identify spans. Identify rim joist / truss closure materials. Identify load bearing wall locations. 2. Provide structural design for 2nd floor framing to support load bearing walls and roof loads above for Bedroom 4 where walls are inset from exterior walls below. Garage door beam / girder design needs to account for loads as well. Plan Sheet A1.4 1. Provide structural roof framing plan. Truss placement plan is not a structural roof framing plan. Numerous structural details missing. Truss placement plan is provided by truss manufacturer at time of truss submittal. 2. Provide uplift reactions for roof framing plan and identify hold-down schedule on this plan sheet or make reference if located on other plan sheet. Plan Sheet A4.0 1. Provide construction details for 6 foot privacy wall shown on Plan Sheets A1.1 and 2.0. Include attachment to foundation and all framing, sheathing and exterior finish details. 2. Provide framing details for front porch walls and built-up columns including attachment to footings and framing above. Provide the same details for the built-up columns at guest room front window. 3. Provide window header schedule. 4. Provide garage beam / girder design above garage roll up door thatalso supports 2nd floor wall and roof loadsand construction and attachment details. 5. Provide framing details for support of lower roof trusses including bearing materials, attachment to exterior wall details, etc. 6. Provide rear porch column specifications and attachment to footing and beam details 7. Provide rear porch beam specifications and attachment to porch column details. 8. Provide attic ventilation calculations. If vented soffits provide ventilation identify vented soffits on exterior wall sections on other plan sheets. If attic is to be conditioned and unvented then identify the attic as such. 9. Identify type of rim joist / band joist / floor truss closure in building section. Show on other building sections on other plan sheets. 10. Identify stair rise and run 11. Provide stair tread projection detail and stair tread nosing detail. 12. Provide stair framing attachment detail to floors (top and bottom) and at mid-point landing 13. Provide stair mid-point landing attachment detail to framing. 14. Provide stair guard height, opening limitations, handrail detail, handrail type, mounting height, clearances, etc. 15. Provide soffit framing and attachment detail. Add to Plan Sheet A1.0 16. Provide interior vapor retarder type in exterior wall section. Add to Plan Sheet A1.0. 17. Provide window and door flashing detail in exterior wall section. Add to Plan Sheet A1.0 18. Provide flashing details for lower roof connections to exterior walls. Add to Plan Sheet A1.0. 19. Provide floor sheathing type and thickness in building section view. Add to Plan Sheet A1.0. 20. Correct roof top chord dead load to match roof tile plus roof sheathing p.s.f. weights.
CUSVC	COMPLETE	12/05/2023	12/11/2023
Note: Released By: HALEIGH HAND - - HHAND@PALMCOASTGOV.COM
ELEC	HOLD	12/05/2023	12/11/2023
Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1.Submit electrical load calcs. 2. Need smoke alarms in all bedrooms. FRC 2020 314 3. Need combo alarms outside of all bedrooms FRC 2020 314,315
ENGIN1	COMPLETE	12/05/2023	12/05/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
GAS	CANCEL	12/05/2023	12/05/2023
LOCATE	COMPLETE	12/05/2023	12/06/2023
Note: Released By: CANDACE BOWERMASTER - - CBOWERMASTER@PALMCOASTGOV.COM
MECH	HOLD	12/05/2023	12/05/2023
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM 1. Design location on heatloads needs to be Daytona Beach to match the Energy calcs 2. Duct layout needs to be signed by the AC contractor per 107.1 FBC Residential 2020 7th Edition
SW1	HOLD	12/05/2023	12/12/2023
Note: Held By: JOHN HOWARD - - JHOWARD@PALMCOASTGOV.COM See below and also the posted stormwater checklist 1. Please show FFE of structure, including FFE of the garage 2. Please identify a site benchmark, referened to NAVD88 datum. 3. Please show proposed drainage (see checklist (Sec. C & D) for further detail) 4. Show appropriate sod elevations 4" below FFE for block and 6" below FFE for wood 5. Rear drainage from structure to be 6" min. slope for the first 10'. 6. Please include a signed/dated professional seal. Please be sure to review all checked boxes of the stormwater checklist and refer to the COPC technical manual as needed.
ZON	HOLD	12/05/2023	12/05/2023
Note: Held By: CINDY CHIRI-GONCALVES - (386)986-4737 - CGONCALVES@PALMCOASTGOV.COM Survey / Site plan: Please provide all platted easments on both Map book and page is incorrect Width of walkway Landscape plan: 7 gallons shrubs required for the mechanical equiptment screening showing 3 gallons on plan Elevation Plan: Faux Building Features: It is prohibited to paint faux features or elements of structure such as, but not limited to Windows, doors, shutters or flower boxes Floor plan: Please know 30' depth is the max allowed Garage depth cannot exceed 30ft max. Adjust plans accordingly
URB	HOLD	12/05/2023	12/06/2023
Note: Held By: JOHN BEAUDET - (386)986-2456 - JBEAUDET@PALMCOASTGOV.COM 12/6/23 (JB) FOUNDATION SHRUBBERY (SCHEFFLERA ARBICOLA) "SA" ON THE PLAN ARE NON APPROVED TYPE AND WILL NEED TO BE REPLACED WITH PLANTS APPROVED FOR HARDINESS ZONE 9 A OR FROM THE CITY APPROVED SHRUBBERY LIST.

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	¤65.00	10/03/2024
SW ENG REINSPECTION 20	¤20.00	10/03/2024
SW ENG - REVIEW 20	¤20.00	02/12/2024
SW ENG RES REVIEW 200	¤200.00	02/12/2024
SEWER INSPECTION	¤25.00	02/12/2024
SITE PLAN 30	¤30.00	02/12/2024
WATER-METER	¤514.49	02/12/2024
ADJUSTMENT 50%	(¤957.51)	02/12/2024
ADMINISTRATIVE RESIDENTIAL	¤30.00	02/12/2024
INSPECTION - RESIDENTIAL	¤1,468.50	02/12/2024
PLAN REVIEW - RESIDENTIAL	¤416.52	02/12/2024
CONNECTION FEES	¤25.00	02/12/2024
FC IMPACT FEE EMS	¤62.00	02/12/2024
IMPACT FEE FIRE	¤428.09	02/12/2024
FC IMPACT FEE LAW ENFORCEMENT	¤218.00	02/12/2024
FC IMPACT FEE LIBRARY	¤268.00	02/12/2024
IMPACT FEE PARKS	¤1,800.99	02/12/2024
IMPACT FEE SCHOOL	¤5,450.00	02/12/2024
IMPACT FEE TRANSPORTATION	¤3,404.00	02/12/2024
SURCHARGE FS 533.721	¤9.58	02/12/2024
SURCHARGE - FS 468.631	¤14.36	02/12/2024
SW ENG - FOUNDATION SURVEY	¤20.00	02/12/2024
SW ENG INSPECTION 80	¤80.00	02/12/2024
SW ENG PRE APRON	¤30.00	02/12/2024
Fees	Total Due: ¤0.00	Total Paid: ¤13,642.02