Status: CANCEL

Parcel Id: 07-11-31-7031-00240-0010

CONDITIONED SPACE: 2708 sqft

GARAGE: 1134 sqft

Total Square Footage: 3842 sqft

Block: 00240

Subdivision: 2166 - SECTION 31-ROYAL PALMS

Job Phone: 908-334-6117

Location Address: 57 RICHMOND DR

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

NOC: NO DOCUMENTATION

Applicant name: KIM EUGENE ADAMS

Owner: MICHAEL ANDREW

Address 114 RUBI WAY ST AUGUSTINE, FL 32095

Lot: 0010

Contracted Stated Job Value: ¤250,000.00

Job Description: Single family Residence

Type: CN

Contractor

JMD QUALITY CONSTRUCTION, LLC

Status	Location Address	State License Number	Phone
ACTIVE	300 CANOPY WALK LANE APT 342 ZEPHYRHILLS, FL 33542	CGC1526854 (Exp: 08/31/2026)	908-334-6117

Sub Contractors

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

MISHA ROMANOVSKIY

Status	Location Address	State License Number	Phone	Fax
INACTIVE	77 PEBBLE BEACH DRIVE PALM COAST, FL 32164	ER13015548 (Exp: 08/31/2024)	386-793-5553	386-961-4388

DANIEL GOULDNER

Status	Location Address	State License Number
ACTIVE	400 OLD HAW CREEK RD BUNNELL, FL 32110	CAC1818907 (Exp: 08/31/2026)

HEATH EDWARD SANFORD

Status	Location Address	State License Number	Phone
ACTIVE	126 EAST END RD SAN MATEO, FL 32187	CFC1429896 (Exp: 08/31/2026)	386-871-8823

Inspection History

Type	Request Date	Result	Inspector
FOUND SURVEY APPROVED (OFFICE)
PLUMBING 1ST ROUGH UNDERGROUND
GRAVITY SEWER TEST
ELECTRIC - EARLY POWER
MONOLITHIC SLAB
LATH/BRICK/ WATER BARRIER
TIE BEAM / LINTEL
ALL ROUGH
WALL SHEATHING
ROOF SHEATHING / BRACES/TIES/DOWN CELL
ROOF VALLEY & METAL
INSULATION
BLD - BUILDING FINAL
WATER METER INSTALLATION REQUEST
PEP TANK INSTALLATION REQUEST
U-CROSS CONNECTION
ROW- PRE-APRON (PRE-POUR)
ROW - FINAL APRON (AFTER POUR)
U - SEWER TIE IN
ROW- FINAL SURVEY/GRADING CERTIFICATION
ROW FIELD SURVEY /GRADING CERTIFICATION
ROW - STORMWATER FINAL
U -UTILITY RESIDENTIAL FINAL

Review History

Department	Status	Date In	Date Out
BLD	COMPLETE	07/18/2023	07/21/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
SW1	HOLD	07/18/2023	07/24/2023
Note: Held By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM 1) NEED TO HAVE MORE SPOT ELEVATIONS IN THE RESERVE PARCEL TO THE LEFT 2) NEED TO HAVE PROPOSED ELEVATIONS ON THE RIGHT OF WAY LINE RIGHT OF WAY NEEDS TO BE EQUIL OR GREATER THAT THE CENTERLINE ELEVATIONS 3) DRAINAGE IS IMPACTING THE LOT TO THE RIGHT OF YOUR NEED TO REDO PROPOSED SO NO WATER IMPACTS THAT LOT
ENGIN1	COMPLETE	07/18/2023	07/19/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	COMPLETE	07/18/2023	07/19/2023
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
ZON	COMPLETE	06/02/2023	06/02/2023
Note: Released By: TRACEY DOAK - (386)986-3751 - TDOAK@PALMCOASTGOV.COM
SW1	HOLD	06/02/2023	06/12/2023
Note: Held By: FRANK SLADISH - - FSLADISH@PALMCOASTGOV.COM MUST HAVE POSITIVE FLOW IN PROPOSED DRAINAGE LOCATION
BLD	HOLD	06/02/2023	06/09/2023
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM 2. REPEAT COMMENT. NOTE NO. 8 ON COVER SHEET STILL INDICATES DEAD LOADS ARE SELF WEIGHT OF CONSTRUCTION MATERIALS: Identify actual dead loads instead of referring to “actual weight of materials” and express in pounds per square foot. 4. REPEAT COMMENT: Provide complete details for interior and exterior stairways, landings and handrails. On floor plan (1st and 2nd), provide stair width, dimensions of mid-point landing in the direction of travel LANDING DIMENSIONS NOT PROVIDED and indicate presence of handrail on at least one side of the stairs and continuous from edge of first and last treads in each flight (above and below mid-point landing). Sections R311.7.1, R311.7.2, R311.7.5.1, R311.7.5.2, R311.7.5.3, R31.7.6, R311.7.8, R311.7.8.2, R311.7.8.31. ADD DESIGN LOADS FOR STAIRS AS PREVIOUSLY REQUESTED AND INDICATED: Indicate design live and dead loads and concentrated stair tread loads per Sections R301.4, R301.5 and Table R301.5. If stairs are intended to be pre-manufactured, indicate stair shop drawing will be provided at later date after approval of shop drawings by design professional and place note on plan indicating so. 5. REPEAT COMMENT: Provide complete stair section view showing stair rise and run and stair bullnose details. STAIR NOSING DETAIL MUST COMPLY WITH SECTION R311.7.5.3 AND EITHER BE BULL-NOSED OR BEVELED PER THIS SECTION. REVISE STAIR NOSING DETAIL TO COMPLY WITH CODE. Show minimum headroom clearance. Show handrail type and mounting height. Provide stair framing details and materials including stair treads, risers, landings, stringers, etc. Provide attachment details for stairs and mid-point landing to surrounding framing using framing anchors (no nails subject to withdrawal). MID-POINT LANDING DETAILS AND STAIR ATTACHMENT DETAILS NOT PROVIDED. I UNDERSTAND SOME OF THIS WILL BE PER THE STAIR MANUFACTURER’S BUILD (E.G. FOR THE SPIRAL STAIRCASE), BUT THE MID-POINT LANDING AND HEAD OF STAIRS CONSTRUCTION ATTACHMENT TO LANDING AND SECOND FLOOR MUST BE DETAILED. Sections R311.7.1, R311.7.2, R311.7.5.1, R311.7.5.2, R311.7.5.3, R31.7.6, R311.7.8, R311.7.8.2, R311.7.8.3. 6. REPEAT COMMENT: REQUIRED STAIR DESIGN LIVE LOADS AND STAIR TREAD CONCENTRATED LOADS FOR BOTH SETS OF STAIRS HAS NOT BEE PROVIDED. For exterior spiral stairway, provide details indicating compliance with R311.7.10. Provide manufactures specifications including live loads and concentrated loads. Section R301.4, R301.5 and Table R301.5. 7. REPEAT COMMENT: IT IS UNDERSTOOD THE GUARDS WILL BE CUSTOM MANUFACTURED AND ATTACHMENT DETAILS AND SIMILAR WITH BE PER THE GUARD MANUFACTURERS INSTALLATION INSTRUCTIONS, BUT YOU MUST SHOW THE REQUIRED GUARD DESIGN LOADS. Provide construction details for 2nd floor interior guard and for exterior deck guard. Include construction materials, height, opening limitations and attachment details. Provide design loads for guards and guard infill members per Section R301.4, R301.5 and table R301.5 R312.1.1, R312.1.2, R312.1.3. If guards are intended to be pre-manufactured, indicate guard shop drawings will be provided at a later date. Guard shop drawings to include design loads and be approved by design professional. 9. OK 11. OK 13. Provide design live and dead loads for rear moisture permeable deck. Deck supports 3.5 inch thick concrete slab and requires design load different than standard wood frame floor construction of 40 p.s.f. DESIGN LOADS HAVE BEEN PROVIDED FOR MOISTURE PERMEABLE DECK ON REAR OF HOME. HOWEVER, BASED UPON THE DESIGN LOADS (54 PSF DEAD AND 100 PSF LIVE) THE MAXIMUM SPAN FOR 2" X 12", SYP, NO. 2 JOISTS AT 16 INCHES ON-CENTER SPACING IS ABOUT 9 FEET 6 INCHES +/- BASED ON THE AMERICAN WOOD COUNCIL SPAN CALCULATOR. AND THAT’S WITH ONLY A 20 PSF DEAD LOAD. WITH 54 PSF DEAD LOAD, SPAN LIMIT WILL BE SIGNIFICANTLY LESS THAN THAT. I COULD NOT ENTER A GREATER DEAD LOAD USING THIS CALCULATOR SO AN ACCURATE CALCULATION COULD NOT BE COMPLETED. THE SPAN OF THESE DECK JOISTS DO NOT APPEAR ON THE PLAN, BUT THE SITE PLAN INDICATES THE DECK TO BE ABOUT 10’ 4" OR MORE IN LENGTH. SHOW SPAN OF JOISTS. PROVIDE MATERIAL SPECIFICATIONS INDICATING COMPLIANCE WITH THE TOTAL LOADS (LIVE PLUS DEAD) YOU HAVE USED. YOU MAY WANT TO CONSIDER REDUCING THE DECK LIVE LOAD TO 40 PSF PER SECTION R301.5 AND TABLE R301.5 THE MINIMUM LIVE LOAD FOR RESIDENTIAL DECKS IS 40 PSF REGARDLESS OF DEADLOAD DESIGN.
ENGIN1	COMPLETE	06/02/2023	06/02/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
ZON	HOLD	04/10/2023	04/12/2023
Note: Held By: MICHELLE RAMOS - - MRAMOS@PALMCOASTGOV.COM Mechanical pad shown on site plan is encroaching on platted 5' utility easement.
MECH	COMPLETE	04/10/2023	04/10/2023
Note: Released By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM
ELEC	COMPLETE	04/10/2023	04/10/2023
Note: Released By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM
BLD	HOLD	04/10/2023	04/18/2023
Note: Held By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@PALMCOASTGOV.COM 2. REPEAT COMMENT. NOTE NO. 8 ON COVER SHEET STILL INDICATES DEAD LOADS ARE SELF WEIGHT OF CONSTRUCTION MATERIALS: Identify actual dead loads instead of referring to “actual weight of materials” and express in pounds per square foot. 4. REPEAT COMMENT: Provide complete details for interior and exterior stairways, landings and handrails. On floor plan (1st and 2nd), provide stair width, dimensions of mid-point landing in the direction of travel LANDING DIMENSIONS NOT PROVIDED and indicate presence of handrail on at least one side of the stairs and continuous from edge of first and last treads in each flight (above and below mid-point landing). Sections R311.7.1, R311.7.2, R311.7.5.1, R311.7.5.2, R311.7.5.3, R31.7.6, R311.7.8, R311.7.8.2, R311.7.8.31. ADD DESIGN LOADS FOR STAIRS AS PREVIOUSLY REQUESTED AND INDICATED: Indicate design live and dead loads and concentrated stair tread loads per Sections R301.4, R301.5 and Table R301.5. If stairs are intended to be pre-manufactured, indicate stair shop drawing will be provided at later date after approval of shop drawings by design professional and place note on plan indicating so. 5. REPEAT COMMENT: Provide complete stair section view showing stair rise and run and stair bullnose details. STAIR NOSING DETAIL MUST COMPLY WITH SECTION R311.7.5.3 AND EITHER BE BULL-NOSED OR BEVELED PER THIS SECTION. REVISE STAIR NOSING DETAIL TO COMPLY WITH CODE. Show minimum headroom clearance. Show handrail type and mounting height. Provide stair framing details and materials including stair treads, risers, landings, stringers, etc. Provide attachment details for stairs and mid-point landing to surrounding framing using framing anchors (no nails subject to withdrawal). MID-POINT LANDING DETAILS AND STAIR ATTACHMENT DETAILS NOT PROVIDED. I UNDERSTAND SOME OF THIS WILL BE PER THE STAIR MANUFACTURER’S BUILD (E.G. FOR THE SPIRAL STAIRCASE), BUT THE MID-POINT LANDING AND HEAD OF STAIRS CONSTRUCTION ATTACHMENT TO LANDING AND SECOND FLOOR MUST BE DETAILED. Sections R311.7.1, R311.7.2, R311.7.5.1, R311.7.5.2, R311.7.5.3, R31.7.6, R311.7.8, R311.7.8.2, R311.7.8.3. 6. REPEAT COMMENT: REQUIRED STAIR DESIGN LIVE LOADS AND STAIR TREAD CONCENTRATED LOADS FOR BOTH SETS OF STAIRS HAS NOT BEE PROVIDED. For exterior spiral stairway, provide details indicating compliance with R311.7.10. Provide manufactures specifications including live loads and concentrated loads. Section R301.4, R301.5 and Table R301.5. 7. REPEAT COMMENT: IT IS UNDERSTOOD THE GUARDS WILL BE CUSTOM MANUFACTURED AND ATTACHMENT DETAILS AND SIMILAR WITH BE PER THE GUARD MANUFACTURERS INSTALLATION INSTRUCTIONS, BUT YOU MUST SHOW THE REQUIRED GUARD DESIGN LOADS. Provide construction details for 2nd floor interior guard and for exterior deck guard. Include construction materials, height, opening limitations and attachment details. Provide design loads for guards and guard infill members per Section R301.4, R301.5 and table R301.5 R312.1.1, R312.1.2, R312.1.3. If guards are intended to be pre-manufactured, indicate guard shop drawings will be provided at a later date. Guard shop drawings to include design loads and be approved by design professional. 9. REPEAT COMMENT. DETAILS PROVIDED FOR COURTYARD WALLS ON SIDE OF HOME BUT NO DETAILS PROVIDED FOR SHORT COURTYARD WALLS IN FRONT OF HOME. Provide construction details for courtyard walls. Provide wind speed design, wall construction details and materials specifications, re-enforcing steel details, finish details etc. Section R301.2.1.1. Indicate deflection limit design (H/360) for stucco finish per Table R301.7. 11. REPEAT COMMENT: NO INFORMATION PROVIDED FOR GARAGE ROLL-UP DOOR, WOOD CONNECTORS, WOOD ANCHORS, TRUSS PLATES, Provide a fully completed product approval sheet including window mullions and structural components 13. Provide design live and dead loads for rear moisture permeable deck. Deck supports 3.5 inch thick concrete slab and requires design load different than standard wood frame floor construction of 40 p.s.f. DESIGN LOADS HAVE BEEN PROVIDED FOR MOISTURE PERMEABLE DECK ON REAR OF HOME. HOWEVER, BASED UPON THE DESIGN LOADS (54 PSF DEAD AND 100 PSF LIVE) THE MAXIMUM SPAN FOR 2" X 12", SYP, NO. 2 JOISTS AT 16 INCHES ON-CENTER SPACING IS ABOUT 9 FEET 6 INCHES +/- BASED ON THE AMERICAN WOOD COUNCIL SPAN CALCULATOR. AND THAT’S WITH ONLY A 20 PSF DEAD LOAD. WITH 54 PSF DEAD LOAD, SPAN LIMIT WILL BE SIGNIFICANTLY LESS THAN THAT. I COULD NOT ENTER A GREATER DEAD LOAD USING THIS CALCULATOR SO AN ACCURATE CALCULATION COULD NOT BE COMPLETED. THE SPAN OF THESE DECK JOISTS DO NOT APPEAR ON THE PLAN, BUT THE SITE PLAN INDICATES THE DECK TO BE ABOUT 10’ 4" OR MORE IN LENGTH. SHOW SPAN OF JOISTS. PROVIDE MATERIAL SPECIFICATIONS INDICATING COMPLIANCE WITH THE TOTAL LOADS (LIVE PLUS DEAD) YOU HAVE USED. YOU MAY WANT TO CONSIDER REDUCING THE DECK LIVE LOAD TO 40 PSF PER SECTION R301.5 AND TABLE R301.5 THE MINIMUM LIVE LOAD FOR RESIDENTIAL DECKS IS 40 PSF REGARDLESS OF DEADLOAD DESIGN.
SW1	HOLD	04/10/2023	04/17/2023
Note: Held By: FRANK SLADISH - - FSLADISH@PALMCOASTGOV.COM STILL NEED TO HAVE PROPOSED ELEVATIONS TO DETERMINE LOT DRAINAGE
ENGIN1	COMPLETE	04/10/2023	04/10/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
SWALE	COMPLETE	02/17/2023	05/18/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
BLD	HOLD	02/16/2023	02/24/2023
Note: Held By: PATRICK BUCKLEY - (386)986-3786 - PBUCKLEY@PALMCOASTGOV.COM All comments per FBC Residential 2020 7Th edition 1. Provide means of illumination for outdoor stairwell per R303.7 2. Identify actual dead loads instead of referring to “actual weight of materials” and express in pounds per square foot. 3. Provide note on plans for egress from sleeping room per R310 do you want a note on floor plan at each escape window in each bedroom. Not clear. Use the term escape window not egress window. 4. Provide complete details for interior and exterior stairways, landings and handrails. On floor plan (1st and 2nd), provide stair width, dimensions of mid-point landing in the direction of travel and indicate presence of handrail on at least one side of the stairs and continuous from edge of first and last treads in each flight (above and below mid-point landing). Sections R311.7.1, R311.7.2, R311.7.5.1, R311.7.5.2, R311.7.5.3, R31.7.6, R311.7.8, R311.7.8.2, R311.7.8.31. Indicate design live and dead loads and concentrated stair tread loads per Sections R301.4, R301.5 and Table R301.5. If stairs are intended to be pre-manufactured, indicate stair shop drawing will be provided at later date after approval of shop drawings by design professional and place note on plan indicating so. 5. Provide complete stair section view showing stair rise and run and stair bullnose details. Show minimum headroom clearance. Show handrail type and mounting height. Provide stair framing details and materials including stair treads, risers, landings, stringers, etc. Provide attachment details for stairs and mid-point landing to surrounding framing using framing anchors (no nails subject to withdrawal). Sections R311.7.1, R311.7.2, R311.7.5.1, R311.7.5.2, R311.7.5.3, R31.7.6, R311.7.8, R311.7.8.2, R311.7.8.3. 6. For exterior spiral stairway, provide details indicating compliance with R311.7.10. Provide manufactures specifications including live loads and concentrated loads. Section R301.4, R301.5 and Table R301.5. 7. Provide construction details for 2nd floor interior guard and for exterior deck guard. Include construction materials, height, opening limitations and attachment details. Provide design loads for guards and guard infill members per Section R301.4, R301.5 and table R301.5 R312.1.1, R312.1.2, R312.1.3. If guards are intended to be pre-manufactured, indicate guard shop drawings will be provided at a later date. Guard shop drawings to include design loads and be approved by design professional. 8. Provide details on thermal barrier for foam plastic per R316.4 9. Provide construction details for courtyard walls. Provide wind speed design, wall construction details and materials specifications, re-enforcing steel details, finish details etc. Section R301.2.1.1. Indicate deflection limit design (H/360) for stucco finish per Table R301.7. 10. Provide valley framing details including connection details per R801 11. Provide a fully completed product approval sheet including window mullions and structural components 12. Indicate location of draft stop(s) in 2nd floor framing per Sections R302.12 and R302.12.1 13. Provide design live and dead loads for rear moisture permeable deck. Deck supports 3.5 inch thick concrete slab and requires design load different than standard wood frame floor construction of 40 p.s.f. 14. Provide lumber grade and species for 2nd floor deck floor joists. 15. Identify window in mid-point stair landing as being tempered glass or provide notes indicating it complies with R308.4.7 or Exception to R308.4.7.
CUSVC	COMPLETE	02/16/2023	02/23/2023
Note: Released By: CYNTHIA SCHWEERS - - CSCHWEERS@PALMCOASSTGOV.COM
ELEC	HOLD	02/16/2023	02/21/2023
Note: Held By: JOSH MUNSON - (386)986-4736 - JMUNSON@PALMCOASTGOV.COM 1.Need correct outlet spacing in master bedroom. NEC 2017 210.52 2. need outlet on the front of the house. NEC 2017 210.52 (E) 3. Submit electric load calcs. 4. Need outlet by bathroom sink upstairs. NEC 2017 210.52 (D) 5.Need smoke alarm inside and outside of bed 3. FRC 2020 314,315
ENGIN1	COMPLETE	02/16/2023	02/17/2023
Note: Released By: TIM BAKER - (386)986-4726 - TBAKER@PALMCOASTGOV.COM
LOCATE	COMPLETE	02/16/2023	02/21/2023
Note: Released By: TONI CHURCHILL - -
MECH	HOLD	02/16/2023	02/21/2023
Note: Held By: CHRIS PISCITELLI - (386)986-2574 - CPISCITELLI@PALMCOASTGOV.COM 1. Design location on heatload needs to be Daytona Beach to match the Energy Calcs 2. Provide return air for study on duct layout 3. Duct layout needs to be signed by the AC contractor
SW1	HOLD	02/16/2023	02/28/2023
Note: Held By: PARREN FLANAGAN - (386)986-2392 - PFLANAGAN@PALMCOASTGOV.COM 1.Proposed elevations are to be clearly noted and discernible from the existing survey data. 2.The proposed elevations shall be shown at all locations of existing elevations per the topographic survey 3.Sod elevations adjacent to the structure are 4” below the FFE for block and 6” for wood frame structures 4.The subject lots drainage must not negatively impact any adjacent property 5.The front property line/right away elevation are to be equal to or greater than the centerline of the road elevation
ZON	HOLD	02/16/2023	02/17/2023
Note: Held By: MICHELLE RAMOS - - MRAMOS@PALMCOASTGOV.COM Landscape plan: missing plan. Please include the following. Plantings and shrubbery: Residential homes shall provide a foundation planting consisting of 16 shrubs on interior lots. Eight shrubs shall be planted in front of home and four shrubs planted on each side of the home. The corners of the home shall be wrapped with shrubbery or have an understory tree planted there. *All of these required shrubs shall be planted between two and one half and eight feet of the home’s foundation.* *Six Shrubs shall be planted on each side of the home facing a street. Please provide the proposed sod type and irrigation note if required by Land Development Code. Elevation plan: storage room on right front area of home can not have a garage door as per land development code. Only a garage (which would require a driveway) can have a garage door. Site plan: Mechanical pad location does not match elevation and floor plan. Please provide rear setback from patio to property line
SW1	CANCEL

Fees & Payments

(Permit is not ready for pickup until the permit has been processed and fees appear)

Description	Amount Due	Date Paid
WATER- TURN ON	¤25.00
CONNECTION FEES	¤1,166.26
WATER -IRRIGATION INSPECTION	¤25.00
SEWER CREDIT	(¤1,342.00)
SEWER INSPECTION	¤25.00
SEWER CAPITAL FACILITY	¤5,344.82
WATER CAPITAL FACILITY FEE	¤3,923.88
Fees	Total Due: ¤9,167.96	Total Paid: ¤0.00