INSPECTIONS
PREPARED 5/04/06, 14:01:52 INSPECTION TICKET PAGE 4
Harnett County INSPECTOR: IVR DATE 5/05/06
-
ADDRESS 78633 *UNASSIGNED SUBDIV:
CONTRACTOR PHONE
OWNER GRIGGS MURRAY & CAMILLA PHONE (919) 557-3114
PARCEL 05-0615- - - 0001 - -22-
APPL NUMBER: 05-50011540 CP NEW RESIDENTIAL (SFD) /
DIRECTIONS : HWY 42 /
TAKE HWY 401 TO HWY 42 IN FUQUAY, TURN
LEFT ON HWY 42, GO 9 MILES AND PROPERTY
WILL BE ON ON THE RIGHT JUST PAST 7950
HWY 42 PRUSSELL
STRUCTURE: 000 000 86X74 3BR SFD
FLOOD ZONE . . . . : FLOOD ZONE X
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
H824 01 6/14/05 JM ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU 000962944
6/14/05 AP
B101 01 5/04/06 TI R*BLDG FOOTING / TEMP SVC POLE VRU 001189737
5/03/06 CA
13101 02 _Oa TI R*~Br7LDD,G FOOTING / TEMP SVC POLE VVRRU 001190743`7
AE~
,Jkl O ENTS AND NOTES V
DO NOT REMOVE!
Harnett County Inspection Department
102 East Front Street • P.O. Box 65
Lillington, NC 27546
Phone: (910) 893-7527 • Fax: (910) 893-2793
Job Name: 4V UJI/i-G f l~!-('4! Date:
Address: < LI 7
Lot No.: Permit No.: QS" j I D
(Check Box for Violation)
17 ❑ 171 ❑ ❑ ❑
Footing Foundation Bldg. Elec. Plumb. Mech. Insul. Floor
Fram.
171 ❑ ❑
Floor MFG. Modular Damp/Water Structural Wall Other
Slab Home / Proof. 2 r / Sheath. A /
Violations Found: 0K 4Z Pl) t i 1 sttf',W 4 J YfitOL~!z/ -9,,L< rrG + d A1POWC
Q e64A, t ra, r~ti ~'v s~ f w,rr~.~ u>A1/5 ~z~
~P C'rl~,-htnuor.td Ort~Pl/~/ `t~~1 ~lff.4,~ rrt l!n C ~'~~1"1 1ti. i1~irCCJc-(~~'
,Q yto 1i ocJ 7 W u DOPE ' i. ~r h P~ ate. r1 r : /10i~
111 1 G &/)O.fn.
Code Enforceme fficial Date: O (c
s.
Signature .(d~ :~j .
It is unlawful for any sub contractor, general contractor, or owner to cover or cause to be covered any part of the work with flooring,
sheetrock, earth or other material until the proper inspector had ample time to approve the installation.
WHITE COPY-CONTRACTOR/OWNER • YELLOW COPY - INSPECTORS
w
-r FOUNDATIONS TABLE R405.1 - R405.0.3
TABLE R405.1
PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
UNIFIED SOIL VOLUME
CLAS5IFlCATION FROST CHANGE
SOIL SYSTEM DRAINAGE HEAVE POTENTIAL
GROUP SYMBOL SOIL DESCRIPTION CHARACTERISTICSa POTENTIAL EXPANSION''
Well-graded gravels, gravel sand mixtures, little or no
GW fines. Good Low Low
GP Poorly graded gravels or gravel sand mixtures, little or Good Low Low
no fines.
Group I SW Well-graded sands, gravelly sands, little or no fines. Good Low Low
SP Poorly graded sands or gravelly sands, little or no Good Law Low
fines.
1- 1 Silty gravels, gravel-sand-silt mixtures. Good Medium Low
SM Silty sand, sand-silt mixtures. Good Medium Low
GC Clayey gravels, gravel-sand-clay mixtures. Medium Medium Low
Sc Clayey sands, sand-clay mixture. Medium Medium Low
Group Inorganic silts and very fine sands, rock flour, silty or
II ML clayey fine sands or clayey silts with slight plasticity. Medium High Low
inorganic clays of low to medium plasticity, gravelly Medium
CL clays, sandy clays, silty clays, lean clays. Medium Medium to Low
CH Inorganic clays of high plasticity, fat clays. Poor Medium High
Group Inorganic silts, micaceous or diatomaceous fine sandy
III Mf1 or silty soils, elastic silts Poor High High
OL Organic silts and organic silty clays of low plasticity. Poor Medium Median
Group Organic clays of medium to high plasticity, organic
IV OH silts Unsatisfactory Medium High
Pt Peat and other highly organic soils Unsatisfactory Medium High
For8l: I inch = 25.4 mm.
a The percolation rate for good drainage is over 4 inches Per lour, medium drainage is 2 inches to 4 inches per hour, and poor is less than 2 inches per hour.
b. Soils with a low potential a pmaim typically bow a plmticity index (PI) of0 w 15, soils with arrcdnmt pDtcnt l expansion have a Pt of low 35 and "Is with a
high potential expansion how a PI grester den 20.
R406.2 Concrete and masonry foundation waterproofing. R4063.1 Panel joint sealed. Plywood panel joints in the
In areas where a high water table or other severe soil-water con- foundation walls shall be sealed full length with a caulking
ditions are known to exist, exterior foundation walls that retain compound capable of producing a moisture-proof seal under
earth and enclose habitable or usable spaces located below the conditions of temperature and moisture content at which
grade shall be waterproofed with a membrane extending from it will be applied and used.
the top of the footing to the finished grade. The membrane shall
consist of 2-ply hot-mopped felts, 55 pound (25 kg) roll roof- R4063.2 Below grade moisture barrier. A 6-mil-thick
ing, 6-mil (0.15 son) polyvinyl chloride, 6-mil (0.15 mm) (0.15 mm) polyethylene film shall be applied over the
polyethylene or 40-mil (I tun) polymer-modified asphalt. The below-grade portion of exterior foundation walls prior to
joints in the membrane shall be lapped and sealed with an adhe- backfilling. Joints in the polyethylene film shall be lapped
sive compatible with the waterproofing membrane. 6 inches (152 mm) and sealed with adhesive. The top edge of
the polyethylene film shall be bonded to the sheathing to
form a seal. Film areas at grade level shall be protected from
Exception: Organic solvent based products such as hydro- mechanical damage and exposure by a pressure preserva-
carbons, chlorinated hydrocarbons, ketons and esters shall lively treated lumber or plywood strip attached to the wall
not be used for ICF walls with expanded polystyrene fora several inches above finish grade level and extending
material. Plastic roofing cements, acrylic coatings, latex approximately 9 inches (229 mm) below grade. The joint be-
-coatings, mortars and pargings are permitted to be used to tween the strip and the wall shall be caulked full length prior
seal ICF walls. Cold setting asphalt or hot asphalt shall con- to fasteautg the strip to the wag. Other coverings appropriate
form to type C of ASTM D 449. Hot asphalt shall be to the architectural treatment may also be used The poly-
applied at a temporal= of less than 200 degrees. ethylene film shall extend down to the bottom of the wood
footing plate but shall not overlap or extend into the grav-
el or crushed stone footing.
R4063 Dampproofing for wood foundations. Wood founda-
tions enclosing habitable or usable spaces located below grade 840633 Porous MI. The space between the excavation and
shall be dampproofcd in accordance with Sections R406.3.1 the foundation wall shall be backfilled with the scale maters-
through R406.3.4. al used for footings, top to a height of I foot (305 nun) above
2000 INTERNATIONAL RESIDENTIAL CODE- 77
PREPARED 5/22/06, 14:11:12 INSPECTION TICKET PAGE 3
Harnett County INSPECTOR: IVR DATE 5/23/06
ADDRESS''. : 78633 *UNASSIGNED SUBDIV:
CONTRACTOR : PHONE :
OWNER .m. : GRIGGS MURRAY & CAMILLA PHONE'.: (919) 557-3114
PARCEL : 05-0615- - -0001- -22-
APPL NUMBER: 05-50011540 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : HWY 42
TAKE HWY 401 TO HWY 42 IN FUQUAY, TURN
LEFT ON HWY 42, GO 9 MILES AND PROPERTY _
WILL BE ON ON THE RIGHT JUST PAST 7950
HWY 42 PRUSSELL
STRUCTURE: 000 000 86X74 3BR SFD
FLOOD ZONE . . . . : FLOOD ZONE X
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
H824 01 6/14/05 JM ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU 000962944
6/14/05 AP
3101 01 5/04/06 TI R*BLDG FOOTING / TEMP SVC POLE VRU 001189737.
5/03/06 CA
B101 02 5/05/06 BS R*BLDG FOOTING / TEMP SVC POLE VRU 001190743
5/05/06 AE Partial footing. Ok to pour basement perimeter footings.
Engineer must supply a detail of how upper perch footings
are to tie into basement wall. Code requires footings to be
continuous, and poured continuous.
A814 01 5/23/06 TI ADDRESS CONFIRMATION VRU 001203231
8101 03 55/233/06 R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001203249
COMMENTS AND NOTES s~-~y
PREPARED 5/24/06, 10:58:53 INSPECTION TICKET PAGE 1
Harnett County INSPECTOR: IVR DATE 5/24/06
ADDRESS 78633 *UNASSIGNED SUBDIV:
CONTRACTOR : PHONE :
OWNER : GRIGGS MURRAY & CAMILLA PHONE : (919) 557-3114
PARCEL : 05-0615- - -0001- -22-
APPL NUMBER: 05-50011540 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : HWY 42
TAKE HWY 401 TO HWY 42 IN FUQUAY, TURN
LEFT ON HWY 42, GO 9 MILES AND PROPERTY
WILL BE ON ON THE RIGHT JUST PAST 7950
HWY 42 PRUSSELL
STRUCTURE: 000 000 86X74 3BR SFD
FLOOD ZONE . . . . : FLOOD ZONE X
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
H824 01 6/14/05 JM ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU 000962944
6/14/05 AP
B101 01 5/04/06 TI R*BLDG FOOTING / TEMP SVC POLE VRU 001189737
5/03/06 CA
B101 02 5/05/06 BS R*BLDG FOOTING / TEMP SVC POLE VRU 001190743
5/05/06 AE Partial footing. Ok to pour basement perimeter footings.
Engineer must supply a detail of how upper porch footings
are to tie into basement wall. Code requires footings to be
continuous, and poured continuous.
A814 01 5/23/06 TI ADDRESS CONFIRMATION VRU 001203231
B101 03 5/23/06 KS R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001203249
5/23/06 CA
B101 04 5/24/06 TI R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001205269
`a pRCI_
COMMENTS AND NOTES
PREPARED 6/16/06, 13:59:25 INSPECTION TICKET PAGE 3
Harnett County INSPECTOR: IVR DATE 6/19/06
ADDRESS- . : 8055 NO 42 SUBDIV: DIXIE & MILDRED TATUM S/D
COriPkACTOR : PHONE :
OWNER GRIGGS MURRAY & CAMILLA PHONE : (919) 557-3114
PARCEL 05-0615- - -0001- -22-
APPL NUMBER: 05-50011540 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : HWY 42
TAKE HWY 401 TO HWY 42 IN FUQUAY, TURN
LEFT ON HWY 42, GO 9 MILES AND PROPERTY
WILL BE ON ON THE RIGHT JUST PAST 7950
HWY 42 -?RUSSELL
STRUCTURE: 000 000 86X74 3BR SFD
FLOOD ZONE . . . . : FLOOD ZONE X
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
H824 01 6/14/05 JM ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU 00,0962944
6/14/05 AP
8101 01 5/04/06 TI R*BLDG FOOTING / TEMP SVC POLE VRU 001189737
5/03/06 CA
B101 02 5/05/06 BS R*BLDG FOOTING / TEMP SVC POLE VRU 001190743
5/05/06 AE Partial footing. Ok to pour basement perimeter footings.
Engineer must supply a detail of how upper porch footings
are to tie into basement wall. Code requires footings to be
continuous, and poured continuous.
A814 01 5/23/06. TI ADDRESS CONFIRMATION VRU 001203231
5/24/06 AP 8055 NO 42 LOT 3
B101 03 5/23/06 KS R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001203249
5/23/06 CA
B101 04 5/24/06 BE R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001205269
5/24/06 AP
B103 01 6119/06 TI _ R*BLDG FOUND & TEMP SVC POLE VRU 001219518
-------------~~-----6 COMMENTS AND NOTES
PREPARED 9/13/06, 14:02:22 INSPECTION TICKET PAGE 1
Harnett County INSPECTOR: IVR DATE 9/14/06
'ADDRESS . : 8055 NO 42 SUBDIV: DIXIE & MILDRED TATUM S/D
CONTRACTOR : PHONE :
OWNER : GRIGGS MURRAY & CAMILLA PHONE : (919) 557-3114
PARCEL 05-0615- - -0001- -22-
APPL NUMBER: 05-50011540 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : HWY 42
TAKE HWY 401 TO HWY 42 IN FUQUAY, TURN
LEFT ON HWY 42, GO 9 MILES AND PROPERTY
WILL BE ON ON THE RIGHT JUST PAST 7950
HWY 42 PRUSSELL
STRUCTURE: 000 000 86X74 3BR SFD
FLOOD ZONE . . . . : FLOOD ZONE X
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
-
H824 01 6/14/05 JM ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU 000962944
6/14/05 AP
B101 01 5/04/06 TI R*BLDG FOOTING / TEMP SVC POLE VRU 001189737
5/03/06 CA
B101 02 5/05/06 BS R*BLDG FOOTING / TEMP SVC POLE VRU 001190743
5/05/06 AE Partial footing. Ok to pour basement perimeter footings.
Engineer must supply a detail of how upper porch footings
are to tie into basement wall. Code requires footings to be
continuous, and poured continuous.
A814 01 5/23/06 TI ADDRESS CONFIRMATION VRU 001203231
5/24/06 AP 8055 NO 42 LOT 3
B101 03 5/23/06 KS R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001203249
5/23/06 CA
B101 04 5/24/06 BS R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001205269
5/24/06 AP
3103 01 6/19/06 BS R*BLDG FOUND & TEMP SVC POLE VRU 001219518
6/19/06 AP 1.,-~0 amp breaker in t-pole must be GFCI.
waterproofing done on basement with 40-mil polymer modified
asphalt per R406.2
E207 01 /14/06 TI _ R*ELEC TEMP SERVICE POLE VRU 001273028
COMMENTS AND NOTES
i
PREPARED 1/31/07, 14:24:48 INSPECTION TICKET PAGE 2
Harnett County INSPECTOR: IVR DATE 2/01/07
ADDRESS 8055 NC 42 SUBDIV: DIXIE & MILDRED TATUM S/D
CONTRACTOR : PHONE
OWNER GRIGGS MURRAY & CAMILLA PHONE (919) 557-3114
PARCEL 05-0615- - -0001- -22-
APPL NUMBER: 05-50011540 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : HWY 42
TAKE.HWY 401 TO HWY 42 IN FUQUAY, TURN
LEFT ON HWY 42, GO 9 MILES AND PROPERTY
WILL BE ON ON THE RIGHT JUST PAST 7950
HWY 42 PRUSSELL
STRUCTURE: 000 000 BGX74 3BR SFD
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . : SFD
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
H824 01 6/14/05 JM ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU 000962944
6/14/05 AP
B101 01 5/04/06 TI R*BLDG FOOTING / TEMP SVC POLE VRU 001189737
5/03/06 CA
13101 02 5/05/06 BS R*BLDG FOOTING / TEMP SVC POLE VRU 001190743
5/05/06 AE Partial footing. Ok to pour basement perimeter footings.
Engineer must supply a detail of how upper porch footings
are. to tie into basement wall. Code requires footings to be
continuous, and poured continuous.
A814 01 5/23/06 TI ADDRESS CONFIRMATION VRU 001203231
5/24/06 AP 8055 NC 42 LOT 3
B101 03 5/23/06 KS R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001203249
5/23/06 CA
B101 04 5/24/06 BS R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001205269
5/24/06 AP
B103 01 6/19/06 BS R*BLDG FOUND & TEMP SVC POLE VRU 001219518
6/19/06 AP 1. 50 amp breaker in t-pole must be GFCI.
waterproofing done on basement with 40-mil polymer modified
asphalt per R406.2
E207 01 9/14/06 BS R*ELEC TEMP SERVICE POLE VRU 001273028
9/14/06 AP
P309 01 01/07 R*PLUMB UNDER SLAB, VRU 001346915
- - COMMENTS AND NOTES - - - - - - - -
PREPARED 10/07/08, 14:38:57 INSPECTION TICKET PAGE 1
Harnett County INSPECTOR: IVR DATE 10/08/08
ADDRESS . : 8055 NC 42 SUBDIV: DIXIE & MILDRED TATUM S/D
CONTRACTOR : PHONE :
OWNER GRIGGS MURRAY & CAMILLA PHONE : (919) 557-3114
PARCEL 05-0615- - -0001- -22-
APPL NUMBER: 05-50011540 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : HWY 42
TAKE HWY 401 TO HWY 42 IN FUQUAY, TURN
LEFT ON HWY 42, GO 9 MILES AND PROPERTY
WILL BE ON ON THE RIGHT JUST PAST 7950
HWY 42 PRUSSELL
STRUCTURE: 000 000 86X74 3BR SFD
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . SFD
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
-
-824 01 6/14/05 .7M ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU 000962944
6/14/05 AP
8101 01 5/04/06 TI R*BLDG FOOTING / TEMP SVC POLE VRU 001189737
5/03/06 CA
B101 02 5/05/06 BS R*BLDG FOOTING / TEMP SVC POLE VRU 001190743
5/05/06 AE Partial footing. Ok to pour basement perimeter footings.
Engineer must supply a detail of how upper porch footings
are to tie into basement wall. Code requires footings to be
continuous, and poured continuous.
A814 01 5/23/06 TI ADDRESS CONFIRMATION VRU 001203231
5/24/06 AP 8055 NC 42 LOT 3
B101 03 5/23/06 KS R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001203249
5/23/06 CA
B101 04 5/24/06 BS R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001205269
5/24/06 AP
B103 01 6/19/06 BS R*BLDG FOUND & TEMP SVC POLE VRU 001219518
6/19/06 AP 1. 50 amp breaker in t-pole must be GFCI.
waterproofing done on basement with 40-mil polymer modified
asphalt per R406.2
E207 01 9/14/06 BS R*ELEC TEMP SERVICE POLE VRU 001273028
9/14/06 AP
P309 01 2/01/07 BS R*PLUMB UNDER SLAB VRU 001346915
2/01/07 AP
B105 01 10/08/,,08 TI ~r R*OPEN FLOOR TIME: 17:00 VRU 001689280
/O
COMMENTS AND NOTES
PREPARED 2/11/09, 13:59:51 INSPECTION TICKET PAGE 1
Harnett County INSPECTOR: IVR DATE 2/12/09
- - - - -
ADDRESS : 8055 NC 42 SUBDIV: DIXIE & MILDRED TATUM S/D
CONIRACTOO : PHONE :
OWNER GRIGGS MURRAY & CAMILLA PHONE : (919) 557-3114
PARCEL 05-0615- - -0001- -22-
APPL NUMBER: 05-50011540 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : HWY 42
TAKE HWY 401 TO HWY 42 IN FUQUAY, TURN
LEFT ON HWY 42, GO 9 MILES AND PROPERTY
WILL BE ON ON THE RIGHT JUST PAST 7950
HWY 42 PRUSSELL
STRUCTURE: 000 000 86X74 3BR SFD
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . : SFD
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
H824 01 6/14/05 JM ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU 000962944
6/14/05 AP
B101 01 5/04/06 TI R*BLDG FOOTING / TEMP SVC POLE VRU 001189737
5/03/06 CA l
B101 02 5/05/06 BS R*BLDG FOOTING / TEMP SVC POLE VRU 001190743
5/05/06 AE Partial footing. Ok to pour basement perimeter footings.
Engineer must supply a detail of how upper porch footings
are to tie into basement wall. Code requires footings to be
continuous, and poured continuous.
A814 01 5/23/06 TI ADDRESS CONFIRMATION VRU 001203231
5/24/06 AP 8055 NC 42 LOT 3
B101 03 5/23/06 KS R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001203249
5/23/06 CA
B101 04 5/24/06 BS R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001205269
5/24/06 AP
B103 01 6/19/06 BS R*BLDG FOUND & TEMP SVC POLE VRU 001219518
6/19/06 AP 1. 50 amp breaker in t-pole must be GFCI.
waterproofing done on basement with 40-mil polymer modified
asphalt per R406.2
E207 01 9/14/06 BS R*ELEC TEMP SERVICE POLE VRU 001273028
9/14/06 AP
P309 01 2/01/07 BS R*PLUMB UNDER SLAB VRU 001346915
2/01/07 AP
B105 01 10/08/08 BS R*OPEN FLOOR TIME: 17:00 VRU 001689280
10/08/08 AE Floor system is approved, however no slab inspection was
done before the slab was poured. Need to have a structural
engineer verify there is a thickened slab section under the
stairway wall supporting floor load above. If not, then
need verification that slab is sufficient to carry load.
Also removed an interior form, and found plastic under the
slab, so I assume there is plastic under the entire slab.
Need this information befor next inspection
FOUR TRADE ROUGH IN >2500 VRU 001733575
R427 01 2112/09 A&
- COMMENTS AND NOTES -
.1 Uake Associates
Consulting Structural Engineers 875 Walnut Street. Suite 250
Cary, North Carolina 27511
LLea ke®L ea keA ssociates. com
Office: (919) 460-1301
Fax: (919) 460-3168
Date: December 31, 2008
Client: Murray Griggs
150 Sherman Road
Fuquay-Varina,NC 27526 Field Change
Project: Framing/Foundation Inspection Request
Griggs Residence
8055 Highway 42 West
Harnett County, North Carolina
Via Email: Vuncannon Designs, Inc.
Dear Murray:
At your request, I performed an inspection of the single family home under construction at the address noted
above. The purpose of my inspection was to evaluate an area where a load bearing wall was placed on top of
the basement floor slab. Following are my observations, and recommendations for corrective action, where
required.
1. Garage door headers-No door headers were specified on the plans, which were prepared by a
Registered Architect. There are (2) 9 ft overhead doors located in the sidewall of the house. The roof
is framed with trusses that run from front to back, parallel to the door opening. As a result, the only
loading carried by the header is the deadweight of the wall above. The headers installed are double
13/d' x 9'/J' L VL members, with an additional 2x] 0 to pack out the wall thickness. This header is
adequate to carry the applied loads, and no modification is required.
2. Bearing wall support at basement stairway- The front wall of the stairway leading to the basement
serves as a bearing wall to support the first floor trusses that extend from the front wall of the house to
the stairway. The truss span is approximately 17'-] 0", producing a loading on the wall of 170plf. in
addition to the weight of the wall, which is approximately 90 plf. The floor slab was constructed on
undisturbed natural soil; that was cut during excavation for the basement. Considering the 260plf
loading, on a bearing area 8" wide, results in a uniform bearing pressure of 520 psf, which is
considerably less than the presumptive bearing capacity of 2,000 psf, typically assumed for shallow
foundation design in this area. As a result, I can certify that this condition is acceptable, and no
modification is required.
Thank you for the opportunity to assist you on this project. Should you have any questions, or require future
service, please do not hesitate to call.
tH CARG4
Lawrence R. Leake, P. E.
Leake Associates a _
s ~ a r
F r
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Violation Notice
Do Not Remove
Harnett County inspection-Department
102 East Front St P.O. Box 65
. Ullington, NC 27546
Phone (910) 893-4876 Fax (910) 893-2793
App #05-50011540 Murray and Camilla Griggs 8055 NC 42
1. Need truss engineers repair on floor trusses cut and notched at HVAC
returns. 2. Must have gas log fireplaces installed and tested at rough in
inspection. OK TO SMEANSULATE. Recheck all at insulation inspection
Code Enforcement Official
Signature
PREPARED 2/19/09, 16:27:13 INSPECTION TICKET PAGE 1
Harnett County INSPECTOR: IVR DATE 2/20/09
4-----------------------------------
ADDRESS . : 8055 NC 42 SUBDIV: DIXIE & MILDRED TATUM S/D
CONTRACTOR;:: M1 PHONE :
OWNER GRI&S MURRAY & CAMILLA PHONE : (919) 557-3114
PARCEL 05-0615- - -0001- -22-
APPL NUMBER: 05-50011540 CP NEW RESIDENTIAL (SFD)
-
DIRECTIONS : HWY 42
TAKE HWY 401 TO HWY 42 IN FUQUAY, TURN
LEFT ON HWY 42, GO 9 MILES AND PROPERTY
WILL BE ON ON THE RIGHT JUST PAST 7950
HWY 42 PRUSSELL
STRUCTURE: 000 000 86X74 3BR SFD
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . : SFD
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
H824 01 6/14/05 JM ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU 000962944
6/14/05 AP
B101 01 5/04/06 TI R*BLDG FOOTING / TEMP SVC POLE VRU 001189737
5/03/06 CA
B101 02 5/05/06 BS R*BLDG FOOTING / TEMP SVC POLE VRU 001190743
5/05/06 AE Partial footing. Ok to pour basement perimeter footings.
Engineer must supply a detail of how upper porch footings
are to tie into basement wall. Code requires footings to be
continuous, and poured continuous.
A814 01 5/23/06 TI ADDRESS CONFIRMATION VRU 001203231
5/24/06 AP 8055 NC 42 LOT 3
B101 03 5/23/06 KS R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001203249
5/23/06 CA
B101 04 5/24/06 BS R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001205269
5/24/06 AP
B103 01 6/19/06 BS R*BLDG FOUND & TEMP SVC POLE VRU 001219518
6/19/06 AP 1. 50 amp breaker in t-pole must be GFCI.
waterproofing done on basement with 40-mil polymer modified
asphalt per R406.2
E207 01 9/14/06 BS R*ELEC TEMP SERVICE POLE VRU 001273028
9/14/06 AP
P309 01 2/01/07 BS R*PLUMB UNDER SLAB VRU 001346915
2/01/07 AP
B105 01 10/08/08 BS R*OPEN FLOOR TIME: 17:00 VRU 001689280
10/08/08 AE Floor system is approved, however no slab inspection was
done before the slab was poured. Need to have a structural
engineer verify there is a thickened slab section under the
stairway wall supporting floor load above. If not, then
need verification that slab is sufficient to carry load.
Also removed an interior form, and found plastic under the
slab, so I assume there is plastic under the entire slab.
Need this information befor next inspection
R427 01 2/12/09 FOUR TRADE ROUGH IN >2500 VRU 001733575
2/12/09 DA 1. Need truss engineers repair on floor trusses cut and
notched for HVAC returns. 2. Must have gas log fireplaces
installed and tested. ok to side/ insulate
- CONTINUED ONTO NEXT PAGE -
PREPARED 2/19/09, 16:27:13 INSPECTION TICKET PAGE 2
Harnett County INSPECTOR: IVR DATE 2/20/09
ADDRESS 8055 NC 42 SUBDIV: DIXIE & MILDRED TATUM S/D
CONTRACTORp;_~. PHONE :
OWNER G'6GS MURRAY & CAMILLA PHONE (919) 557-3114
PARCEL 05-0615- -0001- -22-
APPL NUMBER: 05750011540 CP NEW RESIDENTIAL (SFD)
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
I129 01 2/20/09 T~,,,.,~
R427 R*INSULATION.INSPECTION TIME: 17:00 VRU 001736503
02 2/ 0/0 ./~i FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001736495
- - - COMMENTS AND NOTES -
ENGINEERING TRANSMITTAL
00house Jennifer $81 r Price GRI16963
BUILDING SYSTEMS Designer:
Tech-1 Jennifer JOB GR10503F-J
P.O. Box 1240 Holly Springs, NC Ph: 552-5933 Fax: 552-4014 Date: Requested Delivery Dale
2/12/2009 5:28:22 PM
Customer Information: - Job Information: -
[Addr ame: Descrtplion: Contact:
Murry Griggs Griggs Residence Mdrry Ghggs
e ss: Job Re/.mote:
150 Sherman Rd. Floor Truss System
Fuquay Varina, NC 27526 8055 Hwy 42 West
Holly Springs, NC
W: 303-8411 H: 557-3114
Completed engineering will include the following:
Roof, , Floor, Beam and Designs
Disposition: to Customer, Attn: - to Std Package
Check box when all designs are complete: 7
WOODF.LOOR
SPAN DESCRIPTION - DRAWING
37 22'11"00 FT-2-TE 22'11" Floor Truss
SY42 Depth L: 00"00 Depth R:00"00 Q C~-
Enclosures with this Package:
# Pages Date Sent (M/F/HC/PU/EM)
Truss Designs:
Other Engineering'. -
$ealedehgineeringdesigns forth - a . above referenced job are enclosed with this tranmittal document. Previously sent designs are indicated by the
presence of an earlier date in the "Dale Sent" column. -
C:1AlpineWS\Reports\HouseholdReports.adp ❑ec 4, 2008 Page 1ofI GRI16963
Z
ITW Building Components Group, Inc.
1950 Marley Drive Haines City, FL 33844
Page l of l Document ID'. 1TP5020-Z02t3104904
Truss Fab,ieator:. Household Building Systems, Inc.
JobldentiIIcation: REPAIR / GRI0503F-J
Truss Count 1
Model Code: Standard Building Code
Truss Critetin: CuSTOM)TPI-1995(STD)
Engineering software. Alpine Software,Version 7.04.
Minimum Design Loads: Roof - N/A
Floor - 55.0 PSF @ 1.00 Duration
Wind - No Wind
Notes: Seal Date: 02113/2009
1. Determination as to the suitability of these truss components for the
structure is the responsibility of the building deslgner/engineer of -Truss Design Engineer-
record, as defined in ANSI/TPI 1 James F. Collins Jr.
2. As shown on attached drawings; the drawing number is preceded by: HCUSR020 1950 Marlev Drive
Haines City, FL 33844
Details: STRBRIBR-14 Ref Descri tion Drawin Date
1 42136-FT-2-TE 22'11" F 09044001 02 13 09
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YxSYAKSL 7/U4/U9, 14:UZ:,4b 1N6YSU'1'1UN 'P1CKS'1' YAKS L
Harnett-County INSPECTOR: IVR DATE 9/08/09
ADDRESS . : 8055 NC 42 SUBDIV: DIXIE & MILDRED TATUM SID
CONTRACTOR : PHONE :
OWNER GRIGGS MURRAY & CAMILLA PHONE : (919) 557-3114
PARCEL 05-0615- - -0001- -22-
APPL NUMBER: 05-50011540 CP NEW RESIDENTIAL (SFD)
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
installed and tested. ok to side/ insulate
1129 01 2/20/09 BS R*INSULATION INSPECTION TIME: 17:00 VRU 001736503
2/20/09 AP
R427 02 2/20/09 BS FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001736495
2/20/09 AP
R427 03 6/12/09 TI FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001781095
6/11/09 CA
R431 01 6/15/09 TI FOUR TRADE FINAL >2500 VRU 001781103
6/12/09 CA
R431 02 S FOUR TRADE FINAL >2500 VRU 001817113
65
- - COMMENTS AND NOTES
rKnrt Lc V/V4/U7, 1%:UG:Lb lNbeY C11UN 111: l rHUz 1
Harnett'County INSPECTOR: IVR DATE 9/08/09
- -
ADDRESS . : 8055 NC 42 SUBDIV: DIXIE & MILDRED TATUM S/D
CONTRACTOR : PHONE :
OWNER : GRIGGS MURRAY & CAMILLA PHONE : (919) 557-3114
PARCEL : 05-0615- - -0001- -22-
APPL NUMBER: 05-50011540 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : HWY 42
TAKE HWY 401 TO HWY 42 IN FUQUAY, TURN
LEFT ON HWY 42, GO 9 MILES AND PROPERTY
WILL BE ON ON THE RIGHT JUST PAST 7950
HWY 42 PRUSSELL
PREMISE # 03300612
STRUCTURE: 000 000 86X74 3BR SFD
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . : SFD
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
H824 01 6/14/05 JM ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU 000962944
6/14/05 AP
B101 01 5/04/06 TI R*BLDG FOOTING / TEMP SVC POLE VRU 001189737
5/03/06 CA
B101 02 5/05/06 BS R*BLDG FOOTING / TEMP SVC POLE VRU 001190743
5/05/06 AE Partial footing. Ok to pour basement perimeter footings.
Engineer must supply a detail of how upper porch footings
are to tie into basement wall. Code requires footings to be
continuous, and poured continuous.
A814 01 5/23/06 TI ADDRESS CONFIRMATION VRU 001203231
5/24/06 AP 8055 NC 42 LOT 3
B101 03 5/23/06 KS R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001203249
5/23/06 CA
B101 04 5/24/06 BS R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001205269
5/24/06 AP
B103 01 6/19/06 BS R*BLDG FOUND & TEMP SVC POLE VRU 001219518
6/19/06 AP 1. 50 amp breaker in t-pole must be GFCI.
waterproofing done on basement with 40-mil polymer modified
asphalt per R406.2
E207 01 9/14/06 BS R*ELEC TEMP SERVICE POLE VRU 001273028
9/14/06 AP
P309 01 2/01/07 BS R*PLUMB UNDER SLAB VRU 001346915
2/01/07 AP
B105 01 10/08/08 BS R*OPEN FLOOR TIME: 17:00 VRU 001689280
10/08/08 AE Floor system is approved, however no slab inspection was
done before the slab was poured. Need to have a structural
engineer verify there is a thickened slab section under the
stairway wall supporting floor load above. If not, then
need verification that slab is sufficient to carry load.
Also removed an interior form, and found plastic under the
slab, so I assume there is plastic under the entire slab.
Need this information befor next inspection
R427 01 2/12/09 BS FOUR TRADE ROUGH IN >2500 VRU 001733575
2/12/09 DA 1. Need truss engineers repair on floor trusses cut and
notched for HVAC returns. 2. Must have gas log fireplaces
CONTINUED ONTO NEXT PAGE
PREPARED 3/10/09, 13:59:18 INSPECTION TICKET PAGE 1
Harnett County INSPECTOR: IVR DATE 9/11/09
- - - - -
ADDRESS . : 8055 NC 42 SUBDIV: DIXIE & MILDRED TATUM S/D
CONTRACTOR , PHONE :
OWNER :GRIGGS MURRAY & CAMILLA PHONE : (919) 557-3114
PARCEL 05-0615- - -0001- -22-
APPL NUMBER: OS-50011540 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : HWY 42
TAKE HWY 401 TO HWY 42 IN FUQUAY, TURN
LEFT ON HWY 42, GO 9 MILES AND PROPERTY
WILL BE ON ON THE RIGHT JUST PAST 7950
HWY 42 PRUSSELL
PREMISE # 03300612
STRUCTURE: 000 000 86X74 3BR SFD
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . : SFD
PERMIT: CPSF 00 CP • SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
H824 01 6/14/05 JM ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU 000962944
6/14/05 AP
B101 01 5/04/06 TI R*BLDG FOOTING / TEMP SVC POLE VRU 001189737
5/03/06 CA
B101 02 5/05/06 BS R*BLDG FOOTING / TEMP SVC POLE VRU 001190743
5/05/06 AE Partial footing. Ok to pour basement perimeter footings.
Engineer must supply a detail of how upper porch footings
are to tie into basement wall. Code requires footings to be
continuous, and poured continuous.
A814 01 5/23/06 TI DRESS CONFIRMATION VRU 001203231
5/24/06 AP 8055 NC 42 LOT 3
B101 03 5/23/06 KS R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001203249
5/23/06 CA
B101 04 5/24/06 BS R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001205269-
5/24/06 AP
B103 01 6/19/06 BS R*BLDG FOUND & TEMP SVC POLE VRU 001219518
6/19/06 AP 1. 50 amp breaker in t-pole must be GFCI.
waterproofing done on basement with 40-mil polymer modified
asphalt per R406.2
E207 01 9/14/06 BS R*ELEC TEMP SERVICE POLE VRU 001273028
9/14/06 AP
P309 01 2/01/07 BS R*PLUMB UNDER SLAB VRU 001346915
2/01/07 AP
8105 01 10/08/08 BS R*OPEN FLOOR TIME: 17:00 VRU 001689280
10/08/08 AE Floor system is approved, however no slab inspection was
done before the slab was poured. Need to have a structural
engineer verify there is a thickened slab section under the
stairway wall supporting floor load above. If not, then
need verification that slab is sufficient to carry load.
Also removed an interior form, and found plastic under the
slab, so I assume there is plastic under the entire slab.
Need this information befor next inspection
R427 01 2/12/09 BS FOUR TRADE ROUGH IN >2500 VRU 001733575
2/12/09 DA 1. Need truss engineers repair on floor trusses cut and
notched for HVAC returns. 2. Must have gas log fireplaces
- - CONTINUED ONTO NEXT PAGE - - - - -
PREPARED 9110109, 13:59:18 INSPECTION TICKET PAGE 2
Harnett County INSPECTOR: IVR DATE 9/11/09
ADDRESS . : 8055 NC 42 SUBDIV: DIXIE & MILDRED TATUM S/D
CONTRACTOR PHONE :
OWNER'.. :'GRIGGS MURRAY & CAMILLA PHONE : (919) 557-3114
PARCEL : 05-0615- - -0001- -22-
APPL NUMBER: 05-50011540 CP NEW RESIDENTIAL (SFD)
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
- - - - -
installed and tested. ok to side/ insulate
1129 01 2/20/09 BS R*INSULATION INSPECTION TIME: 17:00 VRU 001736503
2/20/09 AP
R427 02 2/20/09 BS FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001736495
2/20/09 AP
R427 03 6/12/09 TI FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001781095
6/11/09 CA -
R431 01 6/15/09 TI FOUR TRADE FINAL >2500 VRU 001781103
6/12/09 CA
R431 02 9/08/09 FOUR TRADE FINAL >2500 VRU 001817113 eks" 9/08/09 DA 1. Correct guardrails on stairs in garage and from rear
deck. 2. Must have address numbers posted on structure 3.
Condensate overflow drain shall not be run together with
primary drain. See attached. 4. Condensate pump shall be
wired to unit for shutoff. See attached. 5. Transfer switch
neutral must be bonded to ground bar w/ #4 copper minimum
when used as service equipment
B123 01 11 09 T~ , R*BLDG FINAL > 2500 VRU 001819804
- Q_~-~-I- WOULD LIKE THIS IN THE MORNING...... .
- - - COMMENTS AND NOTES
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 Hamett 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: SFD Conditional Use Permit No.:
Type of Construction: V BuildngPermitNo.: 05-50011540
Owner of Building: Murray S Camilla Griggs Electrical Permit No.: 05-50011540
Building Address: 8055 NC 42 Insulation Permit No.: 05-50011540
_ Zoning District: NA PlumbingPernitNo.: 05-50011540
Zoning Permit No.: NA Mech. Permit No.: 05-50011540 tg
Date: 09/11/09 Envir. C.O.NI 05-50011540
Brad Sutton NA
Building Official Zoning Official