INSPECTIONS
PREPARED 4/03/09, 13:59:47 INSPECTION TICKET PAGE 25
Harnett County INSPECTOR: IVR DATE 4/06/09
- - - - -
ADDRESS . : 658 VALLEY OAK DR SUBDIV: FOREST OAKS PH 3 99L0TS
CONTRACTOR H & H CONSTRUCTORS INC PHONE : (910) 486-4864
OWNER H&H CONSTRUCTORS, INC PHONE : (910) 486-4864
PARCEL 01-0536-05- -0028- -55-
APPL NUMBER: 09-50021672 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : FOREST OAKS PH3 #168
TAKE HWY 27 TO NURSERY ROAD, TURN LEFT.
TURN LEFT ON LEMUEL BLACK ROAD. TURN
LEFT ON VALLEY OAK INTO FOREST OAKS.
"POWER CO: WAITING ON CUSTOMER**
T/S: 03/05/2009 09:44 AM RDCONTE
STRUCTURE: 000 000 54X39 SLAB 4BED 2.5BATH W/GAR & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : NEW TANK WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
- -
B101 01 4/06/09 TI R*BLDG FOOTING / TEMP SVC POLE VRU 001751528
COMMENTS AND NOTES
PREPARED 4/08/09, 13:59:17 INSPECTION TICKET PAGE 28
Harnett County INSPECTOR: IVR DATE 4/09/09
- - -
ADDRESS . : 658 VALLEY OAK DR SUBDIV: FOREST OAKS PH 3 99L0TS
CONTRACTOR H & H CONSTRUCTORS INC PHONE (910) 486-4864
OWNER H&H CONSTRUCTORS, INC PHONE (910) 486-4864
PARCEL 01-0536-05- -0028- -55-
APPL NUMBER: 09-50021672 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : FOREST OAKS PH3 #168
TAKE HWY 27 TO NURSERY ROAD, TURN LEFT.
TURN LEFT ON LEMUEL BLACK ROAD. TURN
LEFT ON VALLEY OAK INTO FOREST OAKS.
"POWER CO: WAITING ON CUSTOMER**
T/S: 03/05/2009 09:44 AM RDCONTE
STRUCTURE: 000 000 54X39 SLAB 4BED 2.5BATH W/GAR & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : NEW TANK WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
- - - - - - -
-101 01 4/06/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001751528
4/06/09 AP
A814 01 4/09/09 TI ADDRESS CONFIRMATION VRU 001753573
B103 01 N4//099//009y TI R*BLDG FOUND & TEMP SVC POLE VRU 001753581
T-
COMMENTS AND NOTES
PREPARED 4/16/09, 13:58:56 INSPECTION TICKET PAGE 35
Harnett County INSPECTOR: IVR DATE 4/17/09
ADDRESS . : 658 VALLEY OAK DR SUBDIV: FOREST OAKS PH 3 99LOTS
CONTRACTOR H & H CONSTRUCTORS INC PHONE (910) 486-4864
OWNER H&H CONSTRUCTORS, INC PHONE (910) 486-4864
PARCEL 01-0536-05- -0028- -55-
APPL NUMBER: 09-50021672 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : FOREST OAKS PH3 #168
TAKE HWY 27 TO NURSERY ROAD, TURN LEFT.
TURN LEFT ON LEMUEL BLACK ROAD. TURN
LEFT ON VALLEY OAK INTO FOREST OAKS.
"POWER CO: WAITING ON CUSTOMER**
T/S: 03/05/2009 09:44 AM RDCONTE
STRUCTURE: 000 000 54X39 SLAB 4BED 2.5BATH W/GAR & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : NEW TANK WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
B101 01 4/06/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001751528
4/06/09 AP
B103 01 4/09/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001753581
4/09/09 AP T-Pole passed
A614 01 4/09/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001753573
4/09/09 AP 658 Valley Oak Dr lot 168
P309 01 /y .17~ /09 TI R*PLUMB UNDER SLAB VRU 001756816
-----------i,-{-1~---------G'----tJ~ce ----?----L---------- COMMENTS AND NOTES
PREPARED 4/17/09, 13:59:00 INSPECTION TICKET PAGE 24
Harnett County INSPECTOR: IVR DATE 4/20/09
ADDRESS . : 658 VALLEY OAK DR SUBDIV: FOREST OAKS PH 3 99LOTS
CONTRACTOR H & H CONSTRUCTORS INC PHONE : (910) 486-4864
OWNER H&H CONSTRUCTORS, INC PHONE : (910) 486-4864
PARCEL 01-0536-05- -0028- -55-
APPL NUMBER: 09-50021672 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : FOREST OAKS PH3 #168
TAKE HWY 27 TO NURSERY ROAD, TURN LEFT.
TURN LEFT ON LEMUEL BLACK ROAD. TURN
LEFT ON VALLEY OAK INTO FOREST OAKS.
**POFgER CO: WAITING ON CUSTOMER**
T/S: 03/05/2009 09:44 AM RDCONTE
STRUCTURE: 000 000 54X39 SLAB 4BED 2.5BATH W/GAR & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . : SFD
SEPTIC - EXISTING? . . . . : NEW TANK WATER SUPPLY . . . . . . . : COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
-101 01 4/06/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001751528
4/06/09 AP
B103 01 4/09/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001753581
4/09/09 AP T-Pole passed
A814 01 4/09/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001753573
4/09/09 AP 658 Valley Oak Dr lot 168
P309 01 4/17/09 DT R*PLUMB UNDER SLAB VRU 001756816
4/17/09 AP
B111 01 4/220//(0~9 ~ R*BLDG SLAB INSP VRU 001757400
' V I zo==-
COMMENTS AND NOTES - - - -
PREP.'- 4/20/09, 13:59:14 INSPECTION TICKET PAGE 29
Har::, _clnt} INSPECTOR: IVR DATE 4/21/09
- - - -
ADDP1 658 VALLEY OAK DR SUBDIV: FOREST OAKS PH 3 99LOTS
CON, 1; & H CCDIGTRUCTORS INC PHONE (910) 486-4864
OWN:: 11 3 CONSTRUCTORS, INC PHONE (910) 486-4864
PARC! 01-0536-0S- -0028- -55-
APPI, - C9-500216"72 CP NEW RESIDENTIAL (SFD)
DIRT:'FOREST CF.KS PH3 #168
T:.L.KE HWY 27 TO NURSERY ROAD, TURN LEFT.
TG RN LEFT ON LEMUEL BLACK ROAD. TURN
LEFT ON VI+.LLEY OAK INTO FOREST OAKS.
`*POWER CO: WAITING ON CUSTOMER**
T/S: 03/05/2009 09:44 AM RDCONTE
-
STR(1C"!;' E: 000 000 54X39 SLAB 4BED 2.5BATH W/GAR & DECK
FLOC' FLOOD ZONE X
# B: - . . . . . . . . 3.00 PROPOSED USE . . . . . . . SFD
SEP;': 'PX_-ST IDIG? . . . . : NEW TANK WATER SUPPLY . . . . . . . COUNTY
PERK T'+ : C l"P 00 CP * SI'D
'.:QUESTED INSP DESCRIPTION
TYP/:. CCMPLETED !?ESULT RESULTS/COMMENTS
B10'_ 41/06/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001751528
4/06/09 TAP
B1C3 ./09/09 D-? R*BLDG FOUND & TEMP SVC POLE VRU 001753581
-/^9/09 T-Pole passed
A81` 4/05/09 ADDRESS CONFIRMATION TIME: 17:00 VRU 001753573
1/09/09 aP 658 Valley Oak Dr lot 168
P30, 4/17/09 D)T R*PLUMB UNDER SLAB VRU 001756816
-6/17/09 :SP
Bil- -L/20/09 R*BLDG SLAB INSP VRU 001757400
1. Lug missing.
B117. =/21/09 R*BLDG SLAB INSP VRU 001757939
COMMENTS AND NOTES
PREPARED 5/08/09, 13:59:28 INSPECTION TICKET PAGE 17
Harnett County INSPECTOR: IVR DATE 5/11/09
- -
ADDRESS . : 658 VALLEY OAK DR SUBDIV: FOREST OAKS PH 3 99LOTS
CONTRACTOR H & H CONSTRUCTORS INC PHONE (910) 466-4864
OWNER H&H CONSTRUCTORS, INC PHONE (910) 486-4864
PARCEL 01-0536-05- -0028- -55-
APPL NUMBER: 09-50021672 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : FOREST OAKS PH3 #168
TAKE HWY 27 TO NURSERY ROAD, TURN LEFT.
TURN LEFT ON LEMUEL BLACK ROAD. TURN
LEFT ON VALLEY OAK INTO FOREST OAKS.
**POWER CO: WAITING ON CUSTOMER**
T/S: 03/05/2009 09:44 AM RDCONTE
STRUCTURE: 000 000 54X39 SLAB 4BED 2.5BATH W/GAR & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . : NEW TANK WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
B101 01 4/06/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001751528
4/06/09 AP
B103 01 4/09/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001753581
4/09/09 AP T-Pole passed
A814 01 4/09/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001753573
4/09/09 AP 658 Valley Oak Dr lot 168
P309 01 4/17/09 DT R*PLUMB UNDER SLAB VRU 001756816
4/17/09 AP
Bill 01 4/20/09 DT R*BLDG SLAB INSP VRU 001757400
4/20/09 DA 1. Lug missing.
Bill 02 4/21/09 DT R*BLDG SLAB INSP VRU 001757939
4/21/09 AP
R425 01 5/11 //099 DTIJQ--Dj FOUR TRADE ROUGH IN VRU 001765973
- - COMMENTS AND NOTES - - - -
PREPARED 5/14/09, 14:02;21 INSPECTION TICKET PAGE 22
Harnett-CAnty INSPECTOR: IVR DATE 5/15/09
- - - - -
ADDRESS . : 658 VALLEY OAK DR SUBDIV: FOREST OAKS PH 3 99LOTS
CONTRACTOR H & H CONSTRUCTORS INC PHONE (910) 486-4864
OWNER H&H CONSTRUCTORS, INC PHONE (910) 486-4864
PARCEL 01-0536-05- -0028- -55-
APPL NUMBER: 09-50021672 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : FOREST OAKS PH3 #168
TAKE HWY 27 TO NURSERY ROAD, TURN LEFT.
TURN LEFT ON LEMUEL BLACK ROAD. TURN
LEFT ON VALLEY OAK INTO FOREST OAKS.
"POWER CO: WAITING ON CUSTOMER**
T/S: 03/05/2009 09:44 AM RDCONTE
STRUCTURE: 000 000 54X39 SLAB 4BED 2.5BATH W/GAR & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : NEW TANK WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
B101 01 4/06/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001751528
4/06/09 AP
B103 01 4/09/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001753581
4/09/09 AP T-Pole passed
A814 01 4/09/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001753573
4/09/09 AP 658 Valley Oak Dr lot 168
P309 01 4/17/09 DT R*PLUMB UNDER SLAB VRU 001756816
4/17/09 AP
Bill 01 4/20/09 DT R*BLDG SLAB INSP VRU 001757400
4/20/09 DA 1. Lug missing.
Bill 02 4/21/09 DT R*BLDG SLAB INSP VRU 001757939
4/21/09 AP
R425 01 5/11/09 FOUR TRADE ROUGH IN VRU 001765973
5/11/09 DA 1. Need engineer repair letter for cut A02 truss at stairs. -
1129 01 5/15/09 R*INSULATION INSPECTION VRU 001768225
/S 9 H-P Dr
R425 02 55//~1~5//009 TI FOUR TRADE ROUGH IN VRU 001768233
COMMENTS AND NOTES
T ENGINGERING BY
A MITek Affiliate
Treneo
818 Soundside Rd
Edenton, NC 27932
Re: 302576
168 Forest Oaks, Harnett Co., NC
The truss drawing(s) referenced below have been prepared by Truss Engineering Co. under my direct supervision
based on the parameters provided by Builders FirstSource-Loris.
Pages or sheets covered by this seal: 115289146 thru 115289146
My license renewal date for the state of North Carolina is December 31, 2009.
,%tjrk CARO",,
~0POFEssr
SEAL
28228 1
' •FNGINEEQ'~lY u v t
G~
April 30,2009
Liu, Xuegang
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer, per ANSI/TPI-2002 Chapter 2.
Engineering services provided by Truss Engineering Company.
'f
Job Tmas Tress Type Oy Ply 188 Foreal Oaks, Harnq Co., NC
1 UNIT yF I1526a149
302576 A02 ROOFTRUSS 1
RN nee ' rtes
Busters RrstSource, Sumter, SC 8.500 s Aug 27 2007 MITek Industnes, Inc. Thu Apr 3010:3406 2009 Pagel 25-6-8 1211-~
1-3-0 bN 7-11-0 1112 b1a 1-612 5-1-12 1b
100052 enb • 108
REMOVE 36• WIDE, 12' TALL SECTION OF TRUSS STARTING AT S 'TO THE LEFT
OF OUTSIDE OF RIGHT END BEARING GOING TO THE LEFT.
Jab ~i
~i _
4.5
E
0
N
c N 4.00 12
2x4 II
I qq
Ali N
- K I' y
lace II s q R-2 - - 4x5 =
o a 3-0-0 N L
Ixs = ohm =
SHADED SECTION OF THIS TRUSS IS BE ATTACHED TO A STUD BEARING WALL THROUGHOUT ITS ENTIRE LENGTH.
PROVIDE TWO 10d NAILS AT EACH LOCATION WHERE THE TRUSS CROSSES A STUD (CHORDS AND WEBS)
bat i 10,16 1d3a I 21-2-0 263A 31-52 {
632 4.00 BOO Sloe 611 51-12
Plate Churls (X,Y) IG 04-0 0.3.01 10,0-1-0 0-241
LOADING (psf) SPACING 2-0-0 CSI DEFL in [flit) Udell Lid PLATES GRIP
TCLL 20.0 Platen Increase 1.15 TC 0.84 Vert(LL) 0.26 O-P >M 240 MT20 24M190
TCDL 10.0 Lumberlncrease 1.15 BC 0.79 Vemt(TL) -0.24 P-0 >999 180
SCLL 0.0 Rep Sbese Ina YES WB 0.47 HM(TL) 0.17 L n/a n/a
BCDL 10.0 Code IRC2008(TPI2002 (Matrix) Weight: 2181b
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc punlns.
BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid calling exactly applied or 5.6-15 oc bradng.
WEBS 2 X 4 SYP No.3'Except' WEBS 1 Roy at midpt F-0, F-0, G-0
F-0 2 X 4 SYP N0.2
SLIDER Left 2 X 8 SYP DSS 4-5-0
REACTIONS (lb/size) B=11820346,L=171B/D-M
Max Hoa 8=-305(LC 4)
Max UpafiB=S3$(LC 7), L-891(LC 7)
FORCES (Ib)- Maximum COmpresslon/Maximum Tension
TOP CHORD A-8=0/14, B-C-221511708, C-D=-21185/1719, D-Ea143311282, E-F-1 302JI 295. F-G-9831IW1, G41=-1 1801930,
1-1-1=588!744, 11=822(/84, J.K=0119
BOT CHORD B-0-1111/183Q P-0-924/1188, 0-P=2301745, O-R=4841002, N-R=4041802, M-N--111131 B, L-M-1441318,
J.L=-8891840
WEBS D-Q=-BI W55, D-P-011"68, F-P-WV921, F-0=-4221184, G-O -305/288, G-N--431717, 1-1-14=38V520, H{=1885/1297,
I-L=233/239
NOTES (9)
1) Unbalanced roof live beds have bean considered for this design. ``v`7.(`, r~"i/~/~ r/rxzx'\
2) Wind: ASCE 7-05; 100mph; h=326; TCDL-4.2pst; BCDL-3.Opsf, Cat,gDrY 11; Exp B; enclosed; MWFRS gable and zone and C-C P .
Extenor(2) zone; cantlewr left and right exposed : end vertical left and right exposed; porch right exposed; Lumbar DOL=1.60 plate grip OQ
DOL=1.60. This Buss is designed for C-C for members and forces, and for MWFRS for reasons specified. 9~ y 1
3) This buss has been designed for a 10.0 pat bottom chord Into load nonconcument with any other Iwe loads. V 1
4) All plates are 5x6 MT20 unless othehwlse indicated, SEAL
5) • This truss has been designed for a live batl of 20.0pd m the bottom chord in all areas where a rectangle 380 tall by 180 wide will fit.
between the bottom chord and any other members. 28228
8) Bearing at joint(s) B considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity oP
bearing surface.
7) Provide mechanical connection (by other) of Wen to bearing plate capable of wlthatanding 535 lb uplift at joint e and 891 lb uplift at joint P,
B) This truss is designed in accordance With the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced 0. N'...... •\J ~ `
standard ANSI/-PI 1. vrr FGANG~'1~`
9) This manufactured toes is designed as an IndMdual building component. The suitability and use of this component for any Particular rr r r r r r r r r 11
building is the responsibility of the building designer par ANSI TPI 1 all referenced by the building code. April 30,2009
LOAD CASE(S) Standard
®WIRMIIp-ye NA, dniaa permrfera esd RBaa M01B5 OM IgSIap IIw:2.rm80 g1H6aNFFa11CBP4GBg1747.i res. r0USa RBrlas [wixEft...
Appiceorlr wit Mnak connadwxill b o p nt predrrolaliflown. bran lb cm lMnt.
ApprcadiN or tlasien padmsnMn drxtl PrdPer NCOrp ,pddMOndcwnPdr,antb nspdnsblilydb n tlniprer-not nol, p .
Yawn
b larblad n4lpend Mt➢Hdud wale rriambaeoMr. Arxal4xidl larwlorvylxdclne bkeure stdbft lpy tlulne ronsvuctbn b me Ma re rewx. 1bth, wglNd she erocla. Atldlkx,d permvhenl brshy ofiM OVwmshudva 6lM rawdreromlydm. bulydYp tlasbrs.fapawdpJdonc~e repdhtlkq
AW It 0u afs.ataM SCE!sra56ha Cempart sla eowW4e ROaa
Ssl* Jon,gwlN wflabN siadea horn t.ruseas Mary. Pkta kulatriliWaa. 231 antl H. lea lineal, Sawltlta 3122,, AMxdndb. VA VA U3 221114.
am.ly InMMM wdloe
1. E4mbn. Np 210]2
N
m
O i E kc o a9 y `o o~
Z ) _ n-
u o S
E o m . u c c m a c c
A O m m c c m o m m 0
am L- m t , u6 m° a m b o 0° 30
rt~ d W-' c` s c m o U o b v n c o E= u > € c U .y u
d '50u 02 5 s s._ '6 c a0 0 :O0 .Nt O o ~ o Jv~' o@ c
my cLs m t e°i dm_ 2N vu by fGc WE c€ o n 5 ¢m na o
O =
N° o `o o_ M- o b 3 u c o m u
i dm uo' yL a uv m `o 5 ~o ac u
U 7 qm ami o,a co u - v
H 2„ c s_ a c._ Uc oEi 'u` oc E
C vbo m$ of c~+ NL o Euo v0, m`a 5 a° m `m my c
] 6 camo g°~ n6 ova n av vm uo~ coo mn m °m @ E c emu vo m
OC '~v'oo~5 cy Jq'~y t u2.' Ec Yv ocv 3. o'~ E- La
-OC a9 mt DYE u -d Ca J.O 'O OE 00 mU SC c 'nN ~O 'O rIN 0'~
V O U'- M.-- p
A, N C p~ m O m° r 0- Q p L 2-+m- •6j U m° V 0 0 C J N- n m. ; C y m O m C c
.nom a~au oc m u-3 tt° `o ~e mo 2ao oU
O N 2 xc pn ~o 'S ~dm n °m'2'3 c cm ~v o~ oo av ma `vy i ors F,6 E
n E'u°a -on m N ° o00 and °cb°m mE ~m ° oc a a-u E.: da
tl_ O 6 '0 m~ ~'m m Em EE €x m o ~ a2 .0~ E, ~u ~'O ° cPc y Ec
E o m`m g'm- a mm0 me m m ° muq o c ~b 3 of n~._ m0
] U r<
.Cm a J a D C L C O 9 o o
Q QJ O_ 'UN rLn y u G O Q L m It!
£ am °m g'~ u.t 'y uu2 o ~Em o`u~ °a
O) 90 9~ya °E mom a°cE bg m 2 ~ b
a c cL 0o c c 8 2b `m m~ s F m o u ;'g 'c^ cC
O ~m u >u E E mu a00 u~ 3y c$ m rn_
>a o u
as so 00 6mz 5 a0u mm co cm o~0 Eom a~ m o oa me m c oz
O E 5
<v gam EE z~ a° U So3 ❑6 IS U@u SS Ea ~ `o U p0
~ ~ - H n a •i d ri ao a = - - ° - - m - °n
aaOHO dOi
a
y W
0 m
K m H L n
D s +
y. c0 Wr < -E
CO CZ z ry
°a Fy~ > v ® ® a Cy `ti
H o W a Ii~~C U
Vr O ` c
~T '4 p vi U Q G Ci I~ O W m
w mIl z a N P pN P~
U K z Lem Q OI
• L-LM 6
CJ=0 O h iN N Q hT_~
m aN ~ W t+]17 -,b G C
° a
O w Wye 3~ Q o v1 o!o-a'N
w
WZ 'Zr u wywz Y
U aN ~ ~ ~VSh(a
Z F'=JW Ki1G 0 w -61O
PIJ m goz OTC O U NI~h
aaOHO dOl sib Ou i U wo. WZo•
m
`oZc g
T 'E a o o E' S o'' c
`0 msH °c~ om2 .0 0)
N~ m c n bo•~~ coo 92...o~ f-~ 6E
CL ~b C) 0
''c FG U°.° LN'c0 ~^C ~C~O Qi pU LO'p~
O of=~ eo m`o &E-° 8cw °uv o~aT=oo
r- b -6 .G °E u,com 4 D°' E00 co~a U~Uzo20)
C o~mo$ a°Wvo ~Y- 'o off
Z m ° C.G CUO c3cb z `°U.-2 a°m
mE O~ 3 0~0
a atm uum UO"
W omcoa) o'v'o EOrot O 0O,z °3.`mao,-0
p 6o0 3.? Nd`o u o °ma < ~i.5 `o ~'cc; mI~i$oauo°
5 E~
o mna rn z'~c ,bg `=E p- ~ u °~pv ° Q00 = S"aU)°~°om3
Q Uoo¢o ° ym Wa of arD c c E ca ;iu ~a~
~-~u 3~w O OZ D0, au
N p a`cc Z aoU ca,-. c0
0 < `o, u BZaoas~co
O AQ
O Q y ~1\,~v\a Z
a
W X
W ~ P
H H
W K
g g d a aN my
w CZ
PREPARED 7/07/09, 14:26:34 INSPECTION TICKET PAGE 20
Harnett County INSPECTOR: IVR DATE 7/08/09
ADDRESS . : 658 VALLEY OAK DR SUBDIV: FOREST OAKS PH 3 99LOTS
CONTRACTOR H & H CONSTRUCTORS INC PHONE : (910) 486-4864
OWNER H&H CONSTRUCTORS, INC PHONE : (910) 486-4864
PARCEL 01-0536-05- -0028- -55-
APPL NUMBER: 09-50021672 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : FOREST OAKS PH3 #168
TAKE HWY 27 TO NURSERY ROAD, TURN LEFT.
TURN LEFT ON LEMUEL BLACK ROAD. TURN
LEFT ON VALLEY OAK INTO FOREST OAKS.
**POWER CO: WAITING ON CUSTOMER**
T/S: 03/05/2009 09:44 AM RDCONTE
-
STRUCTURE: 000 000 54X39 SLAB 4BED 2.5BATH W/GAR & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . SFD
SEPTIC - EXISTING? . . . . : NEW TANK WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
8101 01 4/06/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001751528
4/06/09 AP
8103 01 4/09/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001753581
4/09/09 AP T-Pole passed
A814 01 4/09/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001753573
4/09/09 AP 658 Valley Oak Dr lot 168
P309 01 4/17/09 IT R*PLUMB UNDER SLAB VRU 001756816
4/17/09 AP
8111 01 4/20/09 DT R*BLDG SLAB INSP VRU 001757400
4/20/09 DA 1. Lug missing.
B111 02 4/21/09 DT R*BLDG SLAB INSP VRU 001757939
4/21/09 AP
R425 01 5/11/09 DT FOUR TRADE ROUGH IN VRU 001765973
5/11/09 DA 1. Need engineer repair letter for cut A02 truss at stairs.
1129 01 5/15/09 DT R*INSULATION INSPECTION VRU 001768225
5/15/09 AP
R425 02 5/15/09 IT FOUR TRADE ROUGH IN VRU 001768233
5/15/09 AP
H824 01 6/03/09 JW ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU 001778984
6/03/09 AP
R429 01 I7/(IA/09 /09 T FOUR TRADE FINAL VRU 001791052 fo 3)w7\)
- COMMENTS AND NOTES
1_ r y
PREPARED,, 7/08/09, 14:03:32 INSPECTION TICKET PAGE 12
Harnett County INSPECTOR: IVR DATE 7/09/09
ADDRESS . : 658 VALLEY OAK DR SUBDIV: FOREST OAKS PH 3 99LOTS
CONTRACTOR H & H CONSTRUCTORS INC PHONE (910) 486-4864
OWNER H&H CONSTRUCTORS, INC PHONE (910) 486-4864
PARCEL 01-0536-05- -0028- -55-
APPL NUMBER: 09-50021672 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : FOREST OAKS PH3 #168
TAKE HWY 27 TO NURSERY ROAD, TURN LEFT.
TURN LEFT ON LEMUEL BLACK ROAD. TURN
LEFT ON VALLEY OAK INTO FOREST OAKS.
**POWER CO: WAITING ON CUSTOMER**
T/S: 03/05/2009 09:44 AM RDCONTE
STRUCTURE: 000 000 54X39 SLAB 4BED 2.5BATH W/GAR & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : NEW TANK WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
B101 01 4/06/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001751528
4/06/09 AP
B103 01 4/09/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001753581
4/09/09 AP T-Pole passed
A814 01 4/09/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001753573
4/09/09 AP ✓658 Valley Oak Dr lot 168
P309 01 4/17/09 DT R*PLUMB UNDER SLAB VRU 001756816
4/17/09 AP
Bill 01 4/20/09 DT R*BLDG SLAB INSP VRU 001757400
4/20/09 DA 1. Lug missing.
Bill 02 4/21/09 DT R*BLDG SLAB INSP VRU 001757939
4/21/09 AP
R425 01 5/11/09 IT FOUR TRADE ROUGH IN VRU 001765973
5/11/09 DA 1. Need engineer repair letter for cut A02 truss at stairs.
1129 01 5/15/09 DT R*INSULATION INSPECTION VRU 001768225
5/15/09 AP
R425 02 5/15/09 DT FOUR TRADE ROUGH IN VRU 001768233
5/15/09 AP -
H624 01 6/03/09 JW v ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU 001776984
6/03/09 AP
R429 01 7/06/09 DT FOUR TRADE FINAL VRU 001791052 n , ( n
7/08/09 DA Microwave must be on 20 amp receptacle.._~I^~/^,,,,.-'~_~\ YL~,p.~W (4
Half bath sink and toilet not caulked. ✓ ~+tiQ
T/S: 07/08/2009 12:03 PM DETAYLOR
R429 02 7/09/09 'P~ FOUR TRADE FINAL VRU 001791987
L
- COMMENTS AND NOTES - -
t s i 4 l _ 4_' t S £,~M
„ ~~rn~ -'11TH
a:
COUNTY OF HARNETT,
DEPARTMENT OF BUILDING INSPECTION
AND PLANNING/DEVELOPMENT ,
CERTIFICATE OF OCCUPANCY
i This certificate issued pursuant to the requirements of Section 105 of the North Carolina State Building X11
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 NUMBER
_ S
Owner: 1Y, Building Permit No.:
_ J
911 Address: Electrical Permit No..
~n 5 8 r_ __YL~. i ( ) r k Insulation Permit No.: o
Plumbing Permit No.:
t U State: Zip Code: Mech. Permit No.: CN `+H111 ✓
pater-~ " MFG. Home:
Building Official
y ~1VJ 11 4,+x,111
W ;r ,y
f`