INSPECTIONS
PREPARED 5/08/09, 13:59:28 INSPECTION TICKET PAGE 27
Harnett County INSPECTOR: IVR DATE 5/11/09
ADDRESS . : 3888 MCLEAN CHAPEL CHURCH RD SUBDIV:
CONTRACTOR : PHONE
OWNER SMITH DAVID A & ANGELA S PHONE
PARCEL 12-0546- - -0060- -13-
APPL NUMBER: 09-50021977 CP NEW RESIDENTIAL (SFD)
STRUCTURE: 000 000 50X26.3 CRAWL 2BED 1.5BATH NO GAR
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 2.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : EXISTING WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
- - -
-101 01 / 9 TI R*BLDG FOOTING / TEMP SVC POLE VRU 001765904
COMMENTS AND NOTES
PI}EPARF.`D 5/14/09, 14:02:21 INSPECTION TICKET PAGE 39
Harnett County INSPECTOR: IVR DATE 5/15/09
ADDRESS . : 3888 MCLEAN CHAPEL CHURCH RD SUBDIV:
CONTRACTOR : PHONE
OWNER SMITH DAVID A & ANGELA S PHONE
PARCEL 12-0546- - -0060- -13-
APPL NUMBER: 09-50021977 CP NEW RESIDENTIAL (SFD)
STRUCTURE: 000 000 50X26.3 CRAWL 2BED 1.5BATH NO GAR
FLOOD ZONE . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 2.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : EXISTING WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
-
8101 01 5/11/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001765904
5/11/09 AP t-pole passed
B103 01 5/_ 15/09 _ TI _ R*BLDG FOUND & TEMP SVC POLE VRU 001768288
COMMENTS AND NOTES
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s Application munbe ° types ti 0950 021977 CP NEW RESIDEHTLAL(SPD1
Property addresst 3888 MCLEAN CHAPEL CHURCH RD ,
1)Back wall 8 far end well does not meet projection need to
,,clean down to footing. r`-
2)Two piers center are not in the center 1/3 of the footing
8 projection off marked on top with X. A
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PREPAi~ED 5/20/09, 14:00:58 INSPECTION TICKET PAGE 25
Harnett County INSPECTOR: IVR DATE 5/21/09
ADDRESS . : 3888 MCLEAN CHAPEL CHURCH RD SUBDIV:
CONTRACTOR : PHONE
OWNER SMITH DAVID A & ANGELA S PHONE
PARCEL 12-0546- - -0060- -13-
APPL NUMBER: 09-50021977 CP NEW RESIDENTIAL (SFD)
STRUCTURE: 000 000 50X26.3 CRAWL 2BED 1.SBATH NO GAR
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 2.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : EXISTING WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
-
B101 01 5/11/09 JH R *BLDG FOOTING / TEMP SVC POLE VRU 001765904
5/11/09 AP t-pole passed
B103 01 5/15/09 R*BLDG FOUND & TEMP SVC POLE VRU 001768288
5/15/09 DA 1)Back wall & far end wall does not meet projection need to
clean down to footing.
2)Two piers center are not in the center 1/3 of the footing
& projection off marked on top with X.
B103 02 5/20/09 TI R*BLDG FOUND & TEMP SVC POLE VRU 001770514
5/20/09 CA
B103 03 5/21/09 R*BLDG FOUND & TEMP SVC POLE VRU 001771210
COMMENTS AND NOTES - - - -
S h
TERRATECH
E C,eotechn cat Gn4nemrg
CnNronmentaL Consulting
May 18, 2009 eanst,-,k, n MstenaLs Testing
Mr. David Smith
P.O. Box 253
Bunn Level, North Carolina 28323
Summary of Observations
3888 McLean Chapel Church Road
Harnett County, North Carolina
Our Project Number 121-09-59180
Dear Mr. Smith:
As requested, a representative of TerraTech Engineers, Inc. was present at the referenced property on
May 18, 2009. The purpose of our site visit was to observe the foundation system of the residence with
regards to a failing inspection performed by the local building inspector. Based on our understanding,
the local building official did not approve a portion of the concrete footings for the residence due to
insufficient footing projection.
Based on our observations, the concrete masonry block (CMU) block foundation wall along portions of
the south side of the residence, and a small section in the southeast corner of the residence, is located
adjacent to the outer edge of the concrete footing. In addition, the pilaster at the western wall and the
eastern portion of one center column are located adjacent to the outer edge of the concrete footing. In
accordance with the North Carolina Residential Building Code (2002), Section R403.1.1, the footing
projection shall be a minimum of 2 inches.
We recommend that all areas of the foundation system where the minimum required projection is not
available be repaired by doweling and epoxying reinforcing steel into the existing concrete footing and
pouring additional concrete. The repairs should consist of drilling 6 inch deep holes, spaced at
12 inches on center into the concrete footing throughout the length in the areas of concern. In small
areas, such as the column or pilaster, a minimum of 3 holes equally spaced shall be drilled. The holes
should be located within the vertical center portion of the footing, and be not less than 3 inches from
any exposed side of the concrete. The reinforcing steel dowels should consist of 12 inch long,
No. 4 reinforcement bars. The dowels should be expoxied into the concrete footings using a Hilti
HIT-RE-500-SD adhesive system. The holes should be properly prepared in accordance with the
manufacturer's epoxy installation instructions with regards to hole size, hole cleaning, and injection
method. Once the epoxy is properly cured, we recommend that a 9 inch wide concrete footing
extension be poured adjacent to the existing footing in the areas of concern. The footing subgrade
sails should be firm and suitable for an allowable bearing pressure of 2,000 pounds per square foot
(pso. We recommend that all repairs be performed by a licensed general contractor in accordance with
the North Carolina Residential Building Code. Verification of the repairs should be performed by the
local building inspector.
If you have any questions aergjSjgning this evaluation, please contact us.
C ~
Sincerely, •
~•`,,,,~~N.3AR~liy,
Terra Tech Engine ~-1 Qi
SEAL
Brian D. all. P.$. t 32726 f Erwin T. Williams Ill, P.E.
Senior Engineer . ~Q~•+~ Principal Engineer
BDH/sk 4905 Pro `d/raQ1lotA,r Z eigh, North Carolina 27609 • (919) 876-9799 • Fax: (919) 876-8291 %
311 Judges Road, UN TA • Wilmington, North Carolina 28405 • (910) 392-4425 • Fax: (910) 392-6376
PREPARED 5/22/09, 14:59:20 INSPECTION TICKET PAGE 31
Harnett County INSPECTOR: IVR DATE 5/26/09
ADDRESS . : 3888 MCLEAN CHAPEL CHURCH RD SUBDIV:
CONTRACTOR : PHONE :
OWNER SMITH DAVID A & ANGELA S PHONE :
PARCEL 12-0546- - -0060- -13-
APPL NUMBER: 09-50021977 CP NEW RESIDENTIAL (SFD)
STRUCTURE: 000 000 50X26.3 CRAWL 2BED 1.5BATH NO GAR
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 2.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : EXISTING WATER SUPPLY . . . . . . . : COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
8101 01 5/11/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001765904
5/11/09 AP t-pole passed
B103 01 5/15/09 JH R*BLDG FOUND & TEMP SVC POLE VRU 001768288
5/15/09 DA 1)Back wall & far end wall does not meet projection need to
clean down to footing.
2)Two piers center are not in the center 1/3 of the footing
& projection off marked on top with X.
B103 02 5/20/09 TI R*BLDG FOUND & TEMP SVC POLE VRU 001770514
5/20/09 CA
B103 03 5/21/09 JH R*BLDG FOUND & TEMP SVC POLE VRU 001771210
5/21/09 AP per engineer letter
8105 01 5/26/09 TI R*OPEN FLOOR VRU 001772095
5.34
Pq 24031--
COMMENTS AND NOTES - -
PREPARED 6/10/09, 13:59:06 INSPECTION TICKET PAGE 21
Harnett County INSPECTOR: IVR DATE 6/11/09
ADDRESS . : 3888 MCLEAN CHAPEL CHURCH RD SUBDIV:
CONTRACTOR : PHONE
OWNER SMITH DAVID A & ANGELA S PHONE
PARCEL 12-0546- - -0060- -13-
APPL NUMBER: 09-50021977 CP NEW RESIDENTIAL (SFD)
STRUCTURE: 000 000 50X26.3 CRANL 2BED 1.5BATH NO GAR
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 2.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : EXISTING WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
-
B101 01 5/11/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001765904
5/11/09 AP t-pole passed
B103 01 5/15/09 JH R*BLDG FOUND & TEMP SVC POLE VRU 001768288
5/15/09 DA 1)Back wall & far end wall does not meet projection need to
clean down to footing.
2)Two piers center are not in the center 1/3 of the footing
& projection off marked on top with X.
B103 02 5/20/09 TI R*BLDG FOUND & TEMP SVC POLE VRU 001770514
5/20/09 CA
8103 03 5/21/09 JH R*BLDG FOUND & TEMP SVC POLE VRU 001771210
5/21/09 AP per engineer letter
B105 01 5/26/09 BS R*OPEN FLOOR VRU 001772095
5/26/09 AP
A814 01 6/11/09 TI ADDRESS CONFIRMATION VRU 001780097
R427 01 6/11/09 TI _J FOUR TRADE ROUGH IN >2500 VRU 001780105
/COMMENTS AND NOTES
PREPARED 6/18/09, 13:58:14 INSPECTION TICKET PAGE 14
Harnett County INSPECTOR: IVR DATE 6/19/09
ADDRESS . : 3888 MCLEAN CHAPEL CHURCH RD SUBDIV:
CONTRACTOR : PHONE
OWNER SMITH DAVID A & ANGELA S PHONE
PARCEL 12-0546- - -0060- -13-
APPL NUMBER: 09-50021977 CP NEW RESIDENTIAL (SFD)
STRUCTURE: 000 000 50X26.3 CRAWL 2BED 1.5BATH NO GAR
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 2.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : EXISTING WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
- - -
B101 01 5/11/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001765904
5/11/09 AP t-pole passed
B103 01 5/15/09 JH R*BLDG FOUND & TEMP SVC POLE VRU 001768288
5/15/09 DA 1)Back wall & far end wall does not meet projection need to
clean down to footing.
2)Two piers center are not in the center 1/3 of the footing
& projection off marked on top with X.
B103 02 5/20/09 TI R*BLDG FOUND & TEMP SVC POLE VRU 001770514
5/20/09 CA
8103 03 5/21/09 JH R*BLDG FOUND & TEMP SVC POLE VRU 001771210
5/21/09 AP per engineer letter
B105 01 5/26/09 BS R*OPEN FLOOR VRU 001772095
5/26/09 AP
R427 01 6/11/09 JH FOUR TRADE ROUGH IN >2500 VRU 001780105
6/11/09 AP
A614 01 6/11/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001780097
6/18/09 AP 3888 MCLEAN CHAPEL CHURCH RD
BUNNLEVEL 28323
1129 01 6119109 TI R*INSULATION INSPECTION VRU 001783939
S
COMMENTS AND NOTES -
IjZE; R~D 7/16/09, 13:58:04 INSPECTION TICKET PAGE 22
Harnett County INSPECTOR: IVR DATE 7/17/09
ADDRESS . : 3888 MCLEAN CHAPEL CHURCH RD SUBDIV:
CONTRACTOR : PHONE
OWNER SMITH DAVID A & ANGELA S PHONE
PARCEL 12-0546- - -0060- -13-
APPL NUMBER: 09-50021977 CP NEW RESIDENTIAL (SFD)
STRUCTURE: 000 000 50X26.3 CRAWL 2BED 1.5BATH NO GAR
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 2.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : EXISTING WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
B101 01 5/11/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001765904
5/11/09 AP t-pole passed
B103 01 5/15/09 JH R*BLDG FOUND & TEMP SVC POLE VRU 001768288
5/15/09 DA 1)Back wall & far end wall does not meet projection need to
clean down to footing.
2)Two piers center are not in the center 1/3 of the footing
& projection off marked on top with X.
B103 02 5/20/09 TI R*BLDG FOUND & TEMP SVC POLE VRU 001770514
5/20/09 CA
B103 03 5/21/09 JH R*BLDG FOUND & TEMP SVC POLE VRU 001771210
5/21/09 AP per engineer letter
B105 01 5/26/09 BS R*OPEN FLOOR VRU 001772095
5/26/09 AP
R427 01 6/11/09 JH FOUR TRADE ROUGH IN >2500 VRU 001780105
6/11/09 AP
A814 01 6/11/09 TW DRESS CONFIRMATION TIME: 17:00 VRU 001780097
6/16/09 AP 3888 MCLEAN CHAPEL CHURCH RD
13UNNLEVEL 28323
1129 01 6/19/09 DT R*INSULATION INSPECTION VRU 001783939
6/19/09 AP '
R429 01 7/17/09 TI FOUR TRADE FINAL VRU 001795971
COMMENTS AND NOTES
COUNTY OF HARNETT.
DEPARTMENT OF BUILDING INSPECTION
AND PLANNING/DEVELOPMENT r
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:
Use Classification: PERMIT NUMBERS
Owner: L16( V, Building Permit No.:
911 Address: 3/?f'0 eI eZf Electrical Permit No.- ce
Insulation Permit No.,
S a
Plumbing Permit No.: O
State: Zip Code: ' Mech. Permit No.:
MFG. Home:
Date:.
Building Official
eF.~~M~, l~SI, ~S ~"V J"irk l~"~ 6i ~ . ~4i 'v4