Status: COED

Parcel Id: 07-11-31-7023-00420-0100

CONDITIONED SPACE: 3730 sqft

GARAGE: 1203 sqft

SCREEN PORCH (SOLID ROOF) : 306 sqft

SCREEN PORCH (SOLID ROOF) : 531 sqft

OPENED PORCH (WITH ROOF) : 57 sqft

Total Square Footage: 5827 sqft

Block: 0042

Subdivision: -

Job Phone: (386) 445-4747

Location Address: 5 WHITE HOLLY PL

Type: BR - BUILDING RESIDENTIAL -SINGLE FAMILY

Issue Date: 02/10/2006

NOC: RECORDED

Applicant name: WILLIAM VALENTINE GROFF

Owner: MOSCO LEN &

Address IRENE H&W BEACHWOOD, NJ 08722

Address 816 SUNSET ROAD BEACHWOOD, NJ 08722

Lot: 100

Contracted Stated Job Value: ¤395,000.00

Job Description: REISDENTIAL SINGLE FAMILY HOME

Type: CN

Contractor

COUNTRY CLUB HOMES OF FLORIDA, INC.

Status	Location Address	Mailing Address	State License Number	Phone	Fax
CANCEL	4440 N. Oceanshore Blvd Palm Coast, FL 32137	SUITE 101 Palm Coast, FL 32137	CRC043737 (Exp: 08/31/2012)	(386) 445-4747	(386)445-5955

Sub Contractors

STEVEN DUANE DENSLOW

Status	Location Address	State License Number	Phone	Fax
CANCEL	400 N. US # 1 Ormond Beach, FL 32174	EC0001678 (Exp: 08/31/2012)	(386) 672-8494	(386)673-7856

DANIEL P HUCKS

Status	Location Address	State License Number	Phone	Fax
CANCEL	400 N. U.S. 1 Ormond Beach, FL 32174	CAC029376 (Exp: 08/31/2024)	386-672-8494	386-673-7856

GARY S WELBORN

Status	Location Address	State License Number	Phone	Fax
CANCEL	1709 North Nova Road Holly Hill, FL 32117	CFC037140 (Exp: 08/31/2018)	(386) 257-1172	(386)252-5979

WAYNE STEED

Status	Location Address	State License Number	Phone
CANCEL	318 N. PINE AVENUE IVERNESS, FL 34450	CCC058299 (Exp: 08/31/2010)	(352)637-2422

Inspection History

Type	Request Date	Result	Inspector
FINAL COMPLETE BUILDING INSPECTION	12/11/2006	FINAL APPROVED	JMCGOWEN
Note: THIS IS A REINSPECTION
FINAL COMPLETE BUILDING INSPECTION	12/08/2006	Disapproved -FEE REQUIRED	JMCGOWEN
Note: switches in master bed need to be on arc-fault, add outlets in kitchen counter top, fix micro outlet, need egress light installed at garage, fill holes in ceiling at garage, need 30" between a/c condensers, need cleanout plug installed
STORMWATER FINAL INSPECTION	12/08/2006	APPROVED	DRANDALL
Note: road repaired
UTILITY COMPANY FINAL	12/05/2006	APPROVED	MBACON
Note: FAILED PER U-83 UTILITY PANEL NEEDS TO RE REPLACED THIS IS A REINSPECTION
UTILITY COMPANY FINAL	12/01/2006	Disapproved - NO FEE	TSCHWEERS
Note: FAILED, CONDUIT AND WIRES WERE CUT AND PULLED OUT OF PANEL
STORMWATER FINAL INSPECTION	11/29/2006	APPROVED - AS NOTED	DRANDALL
Note: THIS IS A REINSPECTION 32 sf road damage ROAD DAMAGE REPAIRED BY BUILDER
STORMWATER FINAL INSPECTION	11/22/2006	Disapproved -FEE REQUIRED	DRANDALL
Note: remove dumpster.....place sod in left adj. property swale.....straw & seed exposed earth on left, left rear, & right side.....place sod on exposed earth rear, along drainage ditch.....remove concrete mixer from right adj. property.....remove trash from right side by dumpster.....32 sf road damage $ 356.00
RESIDENTIAL EARLY POWER	11/08/2006	APPROVED	LHITES
Note: THIS IS A REINSPECTION
RESIDENTIAL EARLY POWER	10/25/2006	Disapproved -FEE REQUIRED	JMCGOWEN
Note: NEED TO CAP AND SEAL ALL EXPOSED WIRES AT VACCUM LINES.
PRE DRIVEWAY	10/23/2006	APPROVED	DRANDALL
INSULATION INSPECTION	07/24/2006	APPROVED	ARITTER
ALL ROUGH	07/11/2006	APPROVED	PGALLMANN
Note: THIS IS A REINSPECTION
ALL ROUGH	07/07/2006	Disapproved -FEE REQUIRED	JLEVRAULT
Note: NO PRESSURE ON WATER LINES. FOUR PLY TRUSS D-55 NOT BOLTED PER PLAN AND NOT STRAPPED WITH PROPER UPLIFT CONNECTORS.
ROOF SHEATHING/BRACES/TIES/ DOWN CELL	07/05/2006	APPROVED	ARITTER
Note: THIS IS A REINSPECTION
TEMPORARY POLE	07/05/2006	APPROVED	ARITTER
ROOF SHEATHING/BRACES/TIES/ DOWN CELL	05/24/2006	CANCELLED BY APPLICANT	PGALLMANN
LINTEL	04/07/2006	APPROVED	JLEVRAULT
FOUNDATION SURVEY APPROVED BY STORMWATER	04/06/2006	APPROVED	WKINELL
MONOLITHIC SLAB INSPECTION/SLAB	03/15/2006	APPROVED	JLEVRAULT
Note: THIS IS A REINSPECTION
MONOLITHIC SLAB INSPECTION/SLAB	03/14/2006	CANCELLED BY APPLICANT	JLEVRAULT
FIRST ROUGH PLUMBING INSPECTION	03/10/2006	CANCELLED BY INSPECTOR	JLEVRAULT
FIRST ROUGH PLUMBING INSPECTION	03/09/2006	APPROVED	JLEVRAULT

Review History

Department	Status	Date In	Date Out
BLD	COMPLETE	02/09/2006	02/09/2006
Note: Released By: CCOTE Approved for Release per plan cover sheet.
BLD	HOLD	02/07/2006	02/08/2006
Note: Held By: CCOTE The Truss Uplift and Support Schedule submitted is an excellent example; however additional clarification regarding some of the connectors specified must be submitted in order to complete the Building Permit Application plan review. 1. Please provide clarification regarding the truss uplift and support schedule that was submitted on 2/07/2006 per the following comments. a. Based on the plan review detail 5/S2.1 was considered to be the typical roof truss to cmu connection detail. This detail shows a single top plate that conflicts with detail 6/S2.1 and other notes found on the drawings referring to a double top plate. Please clarify where double and single top plates are to be located. If double top plates are to be located everywhere then submit two copies of a signed and sealed revised detail 5/S2.1. b. Some of the trusses bearing on the exterior masonry walls have an H8 connector as the primary or alternate connector specified. Please clarify how this will be installed with a single top plate. The Simpson literature that I have reviewed identifies the use of a double top plate with this connector. c. Some of the trusses bearing on the exterior masonry walls have an HTS20 connector specified. Clarify how this will be installed with a single top plate. The Simpson literature that I have reviewed identifies an alternate connector for connecting wood to masonry (HTSM20) with much lower uplift values. Is it your intent to wrap the top plate, if so will this require attachment to the underside of the top plate prior to the top plate installation? Or, is it your intent to fasten to the face of the top plate and the face of the masonry wall? Please provide a detail showing how the connector is to be installed as well as the location and type of fasteners to be used.
BLD	HOLD	01/30/2006	01/31/2006
Note: Held By: CCOTE The City has reviewed your comments regarding 5 White Holly Place. Please submit revised drawings/items that address the following items in order for the City to complete the Building Permit Application plan review. Item Number 6 & 9 require additional information/clarification as follows: Item#6: Engineer response states that connectors to be used are referenced on sheet 12/S2.0 for truss to masonry wall connectors and S1.1 uplift connector schedule for frame walls. Both of these items only contain generic connector information. The City requires project specific connectors to be identified on the drawings. Please provide a project specific truss connector schedule listing each truss and connector to be used for each point of connection for each truss designation. Truss Connector Schedule must be signed and sealed by the design professional. Item #8: Engineer response indicated LVL to post connectors and stated that not LVL to LVL connectors other than those listed on the drawings were required. This leaves the connection at the outside corner of the Cabana unclear since there are two LVL's coming together over a 5 ½" column. Please verify that the column will provide adequate bearing and that the LVL's will not be connected together. In addition, please clarify whether the LVL's shown at the Cabana are continuous over intermediate columns or if the LVL's span from column to column; if column to column respond to attachment and bearing issue at shared column. Please contact me with any questions. ------------------------------------------------- Carl L. Cote, R.A. Senior Plans Examiner City of Palm Coast - Building Department 2 Commerce Boulevard Palm Coast, Florida 32164-3216 [tel]: (386) 986-4753 [fax]: (386) 986-3781 [email]: ccote@ci.palm-coast.fl.us -------------------------------------------------
BLD	HOLD	01/13/2006	01/22/2006
Note: Held By: CCOTE Revised drawings addressing the following items must be submitted in order to complete the Building Permit Application plan review. 1. Indicate on drawings what type of door is to be used for door from garage to house. Reference FRC 2004 Section R309.1. 2. Indicate on the drawing the construction methods to be used to meet the required separation of garage from house and attic. Reference FRC Section R309.2. 3. Indicate how attic access will be constructed to comply with FRC Section R309.2. 4. The Energy Packets submitted are outdated forms. Resubmit new 600A-2004 forms, Energy Gauge v.4.0. 5. Provide bond beam transition detail. 6. Sheet S0.1 indicates truss connectors to use for 1 and 2 ply trusses, howver the truss layout indicates that there are some 3 and 4 ply trusses. Please provide connectors to use for these trusses as well. 7. Sheet S1.0 contains some detail marks referencing detail 4M/S2.0, however this detail could not be found on sheet S2.0. Please provide detail. 8. Sheet S1.1 indicates some of the LVL and Beam connectors to be used. Please indicate all connectors for each beam and LVL connection/intersection (LVL to LVL, LVL to Post, LVL to CMU, Beam to Post). 9. Sheet S1.1 has details 1/S1.1 and 2/S1.1 however there are no references to these details on the plan. Either add detail marks on plan as to where they apply, if they are not to be used then remove. 10. Sheet S1.1 has a reference of LB-1 on the plan for some of the masonry openings. What is LB-1? 11. Provide lintel type, sizes, filled/unfilled, reinforcing type size and number to be used for all masonry openings. 12. Sheet S2.0, S2.1, S3.0, S4.0: Remove all details that do not apply to this specific project.
SW1	HOLD	12/27/2005	01/19/2006
Note: Held By: WKINELL Need to show NAVD 1988 benchmark on lot grading plan. Identify location of benchmark on hydrant. (i.e., bottom flange, X, etc.) Show hydrant on lot grading plan. Hydrant must be 7 ft minimum away from driveway. Hydrant requires 7 ft minimum clear area. Need to show more interior proposed elevations indicating stormwater flow from rear to front. Without more interior proposed elevations, stormwater appears to flow onto adjacent lots.
ZON	COMPLETE	12/27/2005	01/13/2006
Note: Released By: ECOYNE
SW1	COMPLETE		01/30/2006
Note: Released By: WKINELL New lot grading plan received and reviewed.\\wk

Fees & Payments

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

Description	Amount Due	Date Paid
EARLY POWER INSPECTION	¤40.00	12/11/2006
EARLY POWER INSPECTION	¤40.00	12/11/2006
REINSPECTION FEE	¤40.00	12/11/2006
REINSPECTION FEE	¤40.00	12/11/2006
REINSPECTION FEE	¤40.00	12/11/2006
STORMWATER REINSPECTION FEE	¤35.00	12/11/2006
STORMWATER REINSPECTION FEE	¤35.00	12/11/2006
UTILITIES DAMAGE BACKCHARGE	¤630.19	12/11/2006
TRANS IMPACT FEE 4 - PER UNIT	¤3,248.51	02/10/2006
SCHOOL BOARD IMPACT FEE RES	¤3,600.00	02/10/2006
STORM WATER PERMIT FEES	¤80.00	02/10/2006
ADMIN FEE	¤20.00	02/10/2006
ARC HOUSE REVIEW	¤125.00	02/10/2006
BUILDING CODE ADMIN FUND	¤29.14	02/10/2006
ELECTRIC FEE	¤267.00	02/10/2006
FIRE RES IMPACT FEE 4-1-05	¤173.47	02/10/2006
MECHANICAL FEE	¤267.00	02/10/2006
PERMIT FEE	¤1,540.50	02/10/2006
PARKS IMPACT FEE 11-2-04	¤1,120.91	02/10/2006
PLAN CHECK FEE	¤158.00	02/10/2006
PLUMBING FEE	¤267.00	02/10/2006
RADON FEE	¤29.14	02/10/2006
Fees	Total Due: ¤0.00	Total Paid: ¤11,825.86