INSPECTIONS
PREPARED 3/19/09, 14:06:25 INSPECTION TICKET PAGE 3
Harnett County INSPECTOR: IVR DATE 3/20/09
ADDRESS . : 153 DUCK LN SUBDIV: BUFFALOE LAKES MAP NO 10
CONTRACTOR : DUSTIN BLACKWELL, INC PHONE : (919) 606-4696
OWNER : FLAHERTY PAUL & JENNIFER #421 PHONE : (919) 795-4287
PARCEL : 03-9587-01- -0156- - -
APPL NUMBER: 08-50019474 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : BUFFALO LAKES #421-27W TO BUFFALO LAKE
RD TO VIC KEITH RD TO DUCK LN.JD
STRUCTURE: 000 000 57X76 4BR 3.5BATH,BSMT 1/2BATH
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . : SFD
SEPTIC - EXISTING? . . . . : NEW WATER SUPPLY . . . . . . . : COUNTY
PERMIT: CPSF 00 CP • SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
B101 01 3/19/09 MR R*BLDG FOOTING / TEMP SVC POLE VRU 001744887
3/19/09 CA
B101 02 3/20/09 T R*BLDG FOOTING / TEMP SVC POLE VRU 001745348
3 20.9
COMMENTS AND NOTES
f'4 Ofos~rVesQ C2 L,
PREPARED 3/23/09, 13:59:18 INSPECTION TICKET PAGE 3
Harnett County INSPECTOR: IVR DATE 3/24/09
ADDRESS . : 153 DUCK LN SUBDIV: BUFFALOE LAKES MAP NO 10
CONTRACTOR DUSTIN BLACKWELL, INC PHONE (919) 606-4696
OWNER FLAHERTY PAUL & JENNIFER #421 PHONE (919) 795-4287
PARCEL 03-9587-01- -0156- - -
APPL NUMBER: 08-50019474 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : BUFFALO LAKES #421-27W TO BUFFALO LAKE
RD TO VIC KEITH RD TO DUCK LN.JD
STRUCTURE: 000 000 57X76 4BR 3.5BATH,BSMT 1/2BATH
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : NEW WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
B101 01 3/19/09 MR R*BLDG FOOTING / TEMP SVC POLE VRU 001744887
3/19/09 CA
B101 02 3/20/09 MR R*BLDG FOOTING / TEMP SVC POLE VRU 001745348
3/20/09 AP observed eng. letters on pilings and stone fill
A814 01 3/24/09 TI ADDRESS CONFIRMATION VRU 001746536
B103 01 3/24/09 ATIn R*BLDG FOUND & TEMP SVC POLE VRU 001746528
3'2JI-9 AP-Lh K
COMMENTS AND NOTES
GeaStructural Engineering, Inc.
Structural & Foundation ]Engineering
Construction Testing & Assessment Services
1708 Glen Eden Dr.. I Raleigh, NC 27612 Phone: 919/ 881-9960 Fax: 919/571-3355
March 18, 2009
Mr. ustin Blackwell
Blacl ell O. lox 427 sq~.oQ~ ..C AROe'*,o.
P.
Mem NC 27552 'QQpEESS/p~ql
- FqL
Att: Inspection Dept., Baron Co., NC l -
Perm t No: 0850019474
Gse .No: DB0S0309 e
rwrirl .PAP ~ 3~`~'
Subje t: Structural evaluation of timber pile
g recott~.
Kefe ce: 153 Duck Lane L.illington, Lot 421 Buffalo Lakes, Harnett Co., North
Carolina.
i
This ' in reference to Dustain's request concerning the structural evaluation of timber pile
driving rds that was faxed to our office on 3/17/09 for the reference subject project.
This letter is to present the results of our March 18, 2009, review of the timber piling driving
records fa r total of 60 piles and our comments. The following commends are made based on our
engineer. g evaluation and past experience with similar projects.
As in 'cated the piles are 8"x8" square timber piles and driven to the 10 ton safe bearing
capacity. "he information indicated that the piles are penetrated between 1.8 to 27 ft. into the
ground a achieve between 15 blows to 32 blows per fL at end of the drive
Based on our engineering evaluation and dynamic pile driving analysis we found that the
piles are hieved the required 10 ton safe bearing capacity. Therefore, the piles are acceptable to
be used ' the foundation underneath the grade beams to support the required design loads.
It is the sole responsibility of the contractor or builder to meet all the criteria of standards,
provision, method of construction and. usage of proper material in buildings or structures
provided by the North Carolina State Building Code, any local agencies and according to proper
engine ' practice.
Page 1 of
n. f r:.._ i._ in n.Arnl~
GeeStructairal Engineering, Inc.
Structural & Foundation Engineering
Construction 'T'esting & Assessment Services
1708 Glen Eden Dr., I Raleigh, NC 27612 Phone: 919/ 881_9960 Fax: 919/571-3355
March 18, 2009
Mr. ustin Blackwell
Blac well Homes
P.O. ox 427
Main s, NC 27552
Att: Inspection Dept., Harmet Co.. NC
Perm t No: 0850019474
Case . No: DB050309
Subje t: Structural evaluation of timber pile driving records.
Refer cc: 153 Duck Lane Lillington, Lot 421 Buffalo Lakes, Harnett Co., North
Carolina.
It has een our pleasure to provide you and your company our services, if you should have
any quest ns on this mattm, or if we ,nay be of additional services, please do not hesitate to call
us.
11,p11 PVpR41/pJ
~
Since ly; ESJ
Geo trtlctural Et giAte w~>+~4~
11561
Nari A4 P. Eng.
I N P
Princi al Engineer ' R ,J.."0 1
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Project: Buffalo Lakes -153 Duck Lane Project: 090001.02
Location: Harnett County, North Carolina Date: Wednesday 3-5-09
Client: Tri City Contractors Weather: 40 Sunny
Arrive: 9:00 AM
Depart: 9:30 AM
Travel: 2.25 Hours/120 Miles
The undersigned arrived on site as requested to observe the soil subgrade for the proposed
basement slab of the residential structure
TEP met with Will Atkinson (Tri City Contractors) and a representative of Blackwell Homes
(home builder) on site. Timber piles are currently being driven for the foundation/grade beams
for the proposed residential structure (TEP did not prepare the pile foundation design). Blackwell
Homes has requested a design to provide additional stabilization for the basement slab subgrade
soil. Based on the site conditions and proposed residential structure, TEP recommends the
following:
1. Remove all soils that have been piled within the basement footprint and that have
sloughed from the sidewalls of the excavation to create a level basement soil subgrade.
Caution should be exercised to not disturb the existing timber piles.
2. Place thin layers of rip rap (8 to 10 inches in diameter or less) or large surge stone across
the basement soil subgrade. Stone should be "mashed" or "pushed" into the subgrade
utilizing the flat end of a trackhoe bucket. This process should be repeated across the
entire basement subgrade until approximately 18 to 24 inches of stone have been
"mashed" into the subgrade. Caution should be taken around the existing piles - stone
placement should be kept away from existing piles a minimum of 1 foot. Please see the
I
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3703 Junction Boulevard, Raleigh, NC 27603-5263
Office 919.661.6351 Fax 919.661.6350
www.tepgroup.net
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T O W E R
ENGINEERING
attached figure for a cross section of stone placement.
3. A layer of washed stone (57 stone or equivalent) should be placed across the rip rap layer
to design elevation for concrete slab placement. TEP recommends a minimum of 6
inches of washed stone be placed. Foundations/grade beams can be hand excavated
through the washed stone layer if necessary.
4. TEP recommends a vapor barrier be placed on the washed stone prior to concrete
placement. TEP also recommends #4 bars 24 inches on center each way be placed for the
basement slab.
5. TEP also recommends french drain installation to alleviate potential water build-up under
the proposed basement slab. Drains can be installed from the back two corners of the
basement within the top foot of the rip-rap/washed stone layer and run to the back of the
C) lot. A minimum of 2% slope should be maintained to the back of the drain trench. The
trench should he approximately 18 inches by 18 inches. The trenched should be lined
with non-woven geotextile fabric with overlay at the top to cover the top of the trench
upon completion of stone and drain pipe placement. A 6 to 8 inch layer of washed stone
should be placed at the bottom of the trench. A 6 inch diameter ADC sock drain pipe
should be placed in the center of the trench. The trench should be backfilled with washed
stone to the top and the fabric lapped over the stone. Soil backfill can then be placed
over the drain. Please see the attached figure for the drain detail.
aron"IbIdaauoo~.o
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By: Cory Bauer
O
3703 Junction Boulevard, Raleigh, NC 27603-5263
Office 919.661.6351 Fax 919.661.6350
www.tepgroup.net
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PREPARED 3/30/09, 7:55:48 INSPECTION TICKET PAGE 1
Harnet-k Couay INSPECTOR: IVR DATE 3/30/09
ADDRESS . : 153 DUCK LN SUBDIV: BUFFALOE LAKES MAP NO 10
CONTRACTOR DUSTIN BLACKWELL, INC PHONE : (919) 606-4696
OWNER FLAHERTY PAUL & JENNIFER #421 PHONE : (919) 795-4287
PARCEL 03-9587-01- -0156- - -
APPL NUMBER: 08-50019474 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : BUFFALO LAKES #421-27W TO BUFFALO LAKE
RD TO VIC KEITH RD TO DUCK LN.JD
STRUCTURE: 000 000 57X76 4BR 3.5BATH,BSMT 1/28ATH
FLOOD ZONE . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : NEW WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
-
B101 01 3/19/09 MR R*BLDG FOOTING / TEMP SVC POLE VRU 001744887
3/19/09 CA
B101 02 3/20/09 MR R*BLDG FOOTING / TEMP SVC POLE VRU 001745348
3/20/09 AP observed eng. letters on pilings and stone fill
A814 01 3/24/09 MR ADDRESS CONFIRMATION VRU 001746536
3/24/09 AP
13103 01 3/24/09 MR R*BLDG FOUND & TEMP SVC POLE VRU 001746528
3/24/09 AP
P309 01 3/30/09 TI R*PLUMB UNDER SLAB TIME: 17:00 VRU 001749233
~ J~30 ;2 pA >
- - COMMENTS AND NOTES - -
I
HARNETT COUNTY
Building Inspections Dept.
108 E. Front St.
Lillington, NC 27546
910-893-7525
DO NOT REMOVE
DATE: 3-30-09
PERMIT# 08-50019474
ADDRESS: 153 Duck
VIOLATIONS:
1. No plans
2. 10' water test required
Harnett County Building Department
Mike Rearic cell# (910) 984- 4772
PREPARED 3/30/09, 13:59:12 INSPECTION TICKET PAGE 3
Harnett County INSPECTOR: IVR DATE 3/31/09
ADDRESS . : 153 DUCK LN SUBDIV: BUFFALOE LAKES MAP NO 10
CONTRACTOR DUSTIN BLACKWELL, INC PHONE : (919) 606-4696
OWNER FLAHERTY PAUL & JENNIFER #421 PHONE : (919) 795-4287
PARCEL 03-9587-01- -0156- - -
APPL NUMBER: 08-50019474 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : BUFFALO LAKES 4421-27W TO BUFFALO LAKE
RD TO VIC KEITH RD TO DUCK LN.JD
STRUCTURE: 000 000 57X76 4BR 3_SBATH,BSMT 1/2BATH
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . 4.00 -PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . NEW WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP" DESCRIPTION
TYP/SQ COMPLETED -RESULT RESULTS/COMMENTS -
B101 01 3119109, MR R*BLDG FOOTING / TEMP SVC POLE VRU 001744887 -
3/19/09 CA
B101 02 3/20/09 MR R*BLDG FOOTING / TEMP SVC POLE VRU 001745348
" 3/20/09 AP observed eng. letters on pilings and stone fill
A814 01 3/24/09 MR ADDRESS CONFIRMATION VRU 001746536
3/24/09. AP
B103 01 3/24/09 -MR R*BLDG FOUND & TEMP SVC POLE VRU 001746528
3/24/09 AP
P309 01 3/30/09 R*PLUMB UNDER SLAB TIME: 17:00 VRU 001749233
.3/30/09 DA 1. no plans on site
2. water test with 10' head required
P309 02 3/31/09 TI R*PLUMB UNDER SLAB VRU 001749571
3 3~-9 AP-MK
- - - COMMENTS AND NOTES - -
INSPECTION TICKET PAGE -
.k °1s 59:24 -
149i INSPECTOR: m PAG 4
.._P[ta.saxEn_ ° 02l . - DATE
..._xariivec-county
4/03/09
ADDRESS .153 DUCK LIT'- SUBDIV: BUFFALOS LAKES MAP NO 10
DUSTIN BLACKWELL,_,INC PHONE : (919) 606-4696
Q{ER/,/r. FLAHERTY PAUL &'JENNIFER #421 PHONE : (919) 795-4287
i 03 9587-01 y,0156- -
APPL NUMBER;-ud,oav..414 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : BUFFALO LAKES #421-27W TO BUFFALO LAKE
RD TO VIC KEITH RD TO DUCK LN.JD
STRUCTURE: 000 000 57X76 4BR 3.5BATH,BSMT. 1/2BATH
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . : SFD
SEPTIC - EXISTING? . . . . : NEW WATER SUPPLY . . . . . . . : COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
B101 01 3/19/09. MR R*BLDG FOOTING / TEMP SVC POLE VRU 001744887
3/19/09 CA
B101 02 3/20/09 MR R*BLDG FOOTING / TEMP SVC POLE VRU 001745348
3/20/09 AP observed eng. letters on pilings and stone fill
A814 01 3/24/09 MR ADDRESS CONFIRMATION VRU 001746536
3/24/09 AP
8103 01 3/24/09 MR R*BLDG FOUND & TEMP SVC POLE VRU 001746528
3/24/09 AP
P309 01 3/30/09 MR R*PLUMB UNDER SLAB TIME: 17:00 VRU 001749233
3/30/09 DA 1. no plans on site
2. water test with 10' head required
P309 02 3/31/09 MR R*PLUMB UNDER SLAB VRU 001749571
3/31/09 AP
Bill 01 ''4///0'33/00C9 TI R*BLDG SLAB INSP TIME: 17:00 VRU 001750819
- COMMENTS AND NOTES - -
PREPARED 4/21/09, 13:58:53 INSPECTION TICKET PAGE 5
Harnett County INSPECTOR: IVR DATE 4/22/09
ADDRESS . : 153 DUCK LN SUBDIV: 13UFFALOE LAKES MAP NO 10
CONTRACTOR DUSTIN BLACKWELL, INC PHONE (919) 606-4696
OWNER FLAHERTY PAUL & JENNIFER #421 PHONE (919) 795-4287
PARCEL 03-9587-01- -0156- - -
APPL NUMBER: 08-50019474 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : BUFFALO LAKES #421-27W TO BUFFALO LAKE
RD TO VIC KEITH RD TO DUCK LN.JD
STRUCTURB: 000 000 57%76 4BR 3.SBATH,BSMT 1/2BATH
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . NEW WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
B101 01 3/19/09 MR R*BLDG FOOTING / TEMP SVC POLE VRU 001744887
3/19/09 CA
B101 02 3/20/09 MR R*BLDG FOOTING / TEMP SVC POLE VRU 001745346
3/20/09 AP observed eng. letters on pilings and stone fill
A814 01 3/24/09 MR ADDRESS CONFIRMATION VRU 001746536
3/24/09 AP
8103 01 3/24/09 MR R*BLDG FOUND & TEMP SVC POLE VRU 001746528
3/24/09 AP
P309 01 3/30/09 MR R*PLUMB UNDER SLAB TIME: 17:00 VRU 001749233
3/30/09 DA 1. no plans on site
2. water test with 10, head required
P309 02 3/31/09 MR R*PLUMB UNDER SLAB VRU 001749571
3/31/09 AP
8111 01 4/03/09 MR R*BLDG SLAB INSP TIME: 17:00 VRU 001750819
4/03/09 AP
H824 01 4/20/09 OT ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU 001758390
4/20/09 AP
R427 01 4/22/09 TI FOUR TRADE ROUGH IN >2500 VRU 001757996
4pZz5 h8 -
COMMENTS AND NOTES
PREPARED 4/22/09, 14:00:13 INSPECTION TICKET PAGE 6
Harn&tt Caunty INSPECTOR: IVR DATE 4/23/09
v t`
ADDRESS 153 DUCK LN SUBDIV: BUFFALOE LAKES MAP NO 10
CONTRACTOR DUSTIN BLACKWELL, INC PHONE (919) 606-4696
OWNER FLAHERTY PAUL & JENNIFER #421 PHONE (919) 795-4287
PARCEL 03-9587-01- -0156- - -
APPL NUMBER: 08-50019474 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : BUFFALO LAKES #421-27W TO BUFFALO LAKE
RD TO VIC KEITH RD TO DUCK LN.JD
STRUCTURE: 000 000 57X76 4BR 3.5BATH,BSMT 1/2BATH
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : NEW WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
B101 01 3/19/09 MR R*BLDG FOOTING / TEMP SVC POLE VRU 001744887
3/19/09 CA
B101 02 3/20/09 MR R*BLDG FOOTING / TEMP SVC POLE VRU 001745348
3/20/09 AP observed eng. letters on pilings and stone fill
A814 01 3/24/09 MR ADDRESS CONFIRMATION VRU 001746536
3/24/09 AP
B203 01 3/24/09 MR R*BLDG FOUND & TEMP SVC POLE VRU 001746528
3/24/09 AP
P309 01 3/30/09 MR R*PLUMB UNDER SLAB TIME: 17:00 VRU 001749233 -
3/30/09 DA 1. no plans on site
2. water test with 10' head required
P309 02 3/31/09 MR R*PLUMB UNDER SLAB VRU 001749571
3/31/09 AP
Bill 01 4/03/09 MR R*BLDG SLAB INSP TIME: 17:00 VRU 001750819
4/03/09 AP
H824 01 4/20/09 OT ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU 001758390
4/20/09 AP
R427 01 4/22/09 FOUR TRADE ROUGH IN >2500 VRU 001757996
4/22/09 DA OK to install brick siding
R427 02 44/223~/0~99 FOUR TRADE ROUGH IN >2500 VRU 001759172
COMMENTS AND NOTES
HARNETT COUNTY
Building Inspections Dept.
108 E. Front St.
Lillington, NC 27546
910-893-7525
DO NOT REMOVE
DATE: 4-23-09
PERMIT# 08-50019474
ADDRESS: 153 duck lane
VIOLATIONS:
1. Trusses A-2, A-2a are not supported at all points
2. Fireblock and draft stop at all walls
3. Washer in basement is crown vented
4. Tempered windows needed in MBR bath area at final
5. Draft stop basement ac room by final
6. Ok to insulate
Harnett County Building Department
Mike Rearic cell# (910) 984- 4772
PREPARED 4/27/09, 14:13:58 INSPECTION TICKET PAGE 1
Harnett County INSPECTOR: IVR DATE 4/28/09
ADDRESS . : 153 DUCK LN SUBDIV: BUFFALOE LAKES MAP NO 10
CONTRACTOR DUSTIN BLACKWELL, INC PHONE (919) 606-4696
OWNER FLAHERTY PAUL & JENNIFER #421 PHONE (919) 795-4287
PARCEL 03-9587-01- -0156- - -
APPL NUMBER: 08-50019474 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : BUFFALO LAKES #421-27W TO BUFFALO LAKE
RD TO VIC KEITH RD TO DUCK LN.JD
STRUCTURE: 000 000 57X76 4BR 3.513ATH,BSMT 1/2BATH
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : NEW WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
B101 01 3/19/09 MR R*BLDG FOOTING / TEMP SVC POLE VRU 001744887
3/19/09 CA
B101 02 3/20/09 MR R*BLDG FOOTING / TEMP SVC POLE VRU 001745348
3/20/09 AP observed eng. letters on pilings and stone fill
A814 01 3/24/09 MR ADDRESS CONFIRMATION VRU 001746536
3/24/09 AP
B103 01 3/24/09 MR R*BLDG FOUND & TEMP SVC POLE VRU 001746528
3/24/09 AP
P309 01 3/30/09 MR R*PLUMB UNDER SLAB TIME: 17:00 VRU 001749233
3/30/09 DA 1. no plans on site
2. water test with 10, head required
P309 02 3/31/09 MR R*PLUMB UNDER SLAB VRU 001749571
3/31/09 AP
Bill 01 4/03/09 MR R*BLDG SLAB INSP TIME: 17:00 VRU 001750819
4/03/09 AP
H824 01 4/20/09 OT ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU 001758390
4/20/09 AP
R427 01 4/22/09 MR FOUR TRADE ROUGH IN >2500 VRU 001757996
4/22/09 DA OK to install brick siding
R427 02 4/23/09 FOUR TRADE ROUGH IN >2500 VRU 001759172
4/23/09 DA 1. trusses a2,a2a are not supported at all points
2, fireblock and draftstop all walls
3. washer in basement is crown vented
4Q temp win dows needed at final in mbr bath
5. draft stop basement ac room ceiling
ok to insul.
1129 01 4/28/09 TI R*INSULATION INSPECTION VRU 001760693
R427 03 4/28/09 TI FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001761022
COMMENTS AND NOTES
REPARED 7/07/09, 14:26:34 INSPECTION TICKET PAGE 9
Harnett CGunty INSPECTOR: IVR DATE 7/08/09
1---
ADDRESS . : 153 DUCK LN SUBDIV: BUFFALOE LAKES MAP NO 10
CONTRACTOR DUSTIN BLACKWELL, INC PHONE (919) 606-4696
OWNER FLAHERTY PAUL & JENNIFER 4421 PHONE (919) 795-4287
PARCEL 03-9587-01- -0156- - -
APPL NUMBER: 08-50019474 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : BUFFALO LAKES #421-27W TO BUFFALO LAKE
RD TO VIC KEITH RD TO DUCK LN.JD
STRUCTURE: 000 000 57X76 4BR 3.SBATH,BSMT 1/2BATH
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : NEW WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
- -
-101 01 3/19/09 MR R*BLDG FOOTING / TEMP SVC POLE VRU 001744887
3/19/09 CA
B101 02 3/20/09 MR R*BLDG FOOTING / TEMP SVC POLE VRU 001745348
3/20/09 AP observed eng. letters on pilings and stone fill
A814 01 3/24/09 MR ADDRESS CONFIRMATION VRU 001746536
3/24/09 AP
B103 01 3/24/09 MR R*BLDG FOUND & TEMP SVC POLE VRU 001746528
3/24/09 AP
P309 01 3/30/09 MR R*PLUMB UNDER SLAB TIME: 17:00 VRU 001749233
3/30/09 DA 1, no plans on site
2. water test with 10' head required
P309 02 3/31/09 MR R*PLUMB UNDER SLAB VRU 001749571
3/31/09 AP
Bill 01 4/03/09 MR R*BLDG SLAB INSP TIME: 17:00 VRU 001750819
4/03/09 AP
H824 01 4/20/09 OT ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU 001758390
4/20/09 AP
R427 01 4/22/09 MR FOUR TRADE ROUGH IN >2500 VRU 001757996
4/22/09 DA OK to install brick siding
R427 02 4/23/09 MR FOUR TRADE ROUGH IN >2500 VRU 001759172
4/23/09 DA 1. trusses a2,a2a are not supported at all points
2. fireblock and draftstop all walls
3. washer in basement is crown vented
4. temp win dows needed at final in mbr bath
5. draft stop basement ac room ceiling
ok to insul.
1129 01 4/28/09 MR R*INSULATION INSPECTION VRU 001760693
4/28/09 AP
R427 03 4/28/09 MR FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001761022
4/28/09 AP
R431 01 7/07/09 MR FOUR TRADE FINAL >2500 VRU 001790617
7/07/09 CA T/S: 07/07/2009 01:01 PM MREARIC
R231 01 7/08/09 TI 'rWCQ TRADE FINAL>2500 VRU 001791128
7-8-9 APyK
COMMENTS AND NOTES -
N COUNTY OF HARNETT
DEPARTMENT OF BUILDING INSPECTION
AND PLANNING/DEVELOPMENT
CERTIFICATE OF OCCUPANCY This certificate issued pursuant to the requirements of Section 105 of the North Carolina State Building
Code and the Harnett County Zoning Ordinance certifies at the time of issuance this structure was in
compliance with the various ordinances of the County of Harnett regulating development and building
construction or use. For the following:
tp1
Use Classification: Conditional Use Permit No.:
Type of Construction: Building Permit No.: <2igj -rj ~ -117 q
~
Owner of Building: (fir ,/-.1-j cs k..,, I( rr„ Iectrical Permit No.: 1
Building Address: ) S3 ):>yc n L, v Insulation Permit No.: I rv
4
Zoning District: Plumbing Permit No.:
Zoning Permit No.: Mech. Permit No.:
/Date Envir. C.O. No.:
/
Building Official Zoning Officials
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V- Nn' s Po A na n i~Al tr a rv.
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