INSPECTIONS
PREPARED 6/11/09, 8:08:15 INSPECTION TICKET PAGE 1
Harnett County INSPECTOR: IVR DATE 6/11/09
ADDRESS . : 751 NORTHVIEW DR SUBDIV: SUNSET RIDGE
CONTRACTOR ISRAEL LUCAS CONSTRUCTION INC PHONE (919) 770-0902
OWNER ISRAEL LUCAS CONSTUCTION PHONE (919) 776-1071
PARCEL 03-9587-09- -0020- -37-
APPL NUMBER: 09-50022091 CP NEW RESIDENTIAL (SFD)
- - - - -
DIRECTIONS SUNSRT RIDGE LOT 162
27 WEST TO TINGEN RD RIGHT ONTO ALPINE
LEFT ONTO NORTHVIEW JB
LAND NOTES LXMN 3/07/03 LOT 162
STRUCTURE: 000 000 55X43 3BDR CRAWL W/ GARAGE & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 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 6/11/09 TI R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001780477
-I/• 9 AO-6k,
COMMENTS AND NOTES - - - -
PREPARED 6/25/09, 13:58:20 INSPECTION TICKET PAGE 31
Harnett County INSPECTOR: IVR DATE 6/26/09
ADDRESS 751 NORTHVIEW DR SUBDIV: SUNSET RIDGE
CONTRACTOR ISRAEL LUCAS CONSTRUCTION INC PHONE : (919) 770-0902
OWNER ISRAEL LUCAS CONSTUCTION PHONE : (919) 776-1071
PARCEL 03-9587-09- -0020- -37- -
APPL NUMBER: 09-50022091 CP NEW RESIDENTIAL (SFD)'
DIRECTIONS SUNSRT RIDGE LOT 162
27 WEST TO TINGEN RD RIGHt ONTO ALPINE
LEFT ONTO NORTHVIEW JB
LAND NOTES LXMN 3/07/03 LOT 162
STRUCTURE: 000 000 55X43 3BDR-CRAWL W/ GARAGE & DECK
FLOOD ZONE . . FLOOD ZONE X
# BEDROOMS . . . . . 3.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . NEW WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
-TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
B101 02 6/11/09 MR R*BLDG FOOTING / TEMP SVC POLE VRU 001779864
6/25/09 AP TWO INSPECTION CALLED IN BY MISTAKE. I CANCELED THIS ONE SO
THEY COULD CONTINUE WITH THE OTHER INSPECTIONS.
T/S: 06/25/2009 08:51 AM RDCONTE
T/S: 06/25/2009 08:53 AM NTART
B101 01 6/11/09 MR R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001780477
6/11/09 AP
A814 01 6/26/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001786508
T/S: 06/25/2009 08:54 AM NTART
B103 01 6/26/09 TI R*BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU 001786490
AM,e T/S: 06/25/2009 08:54 AM NTART
I
COMMENTS AND NOTES
=PREPARED 7/07/09; '14:26:34 INSPECTION TICKET PAGE 31
Harnett County' INSPECTOR: IVR _ -DATE 7/08/09
-
ADDRESS' 751 NORTHVIEW DR SUBDIV: SUNSET RIDGE
CONTRACTOR ISRAEL LUCAS CONSTRUCTION INC PHONE (919) 770-0902
OWNER ISRAEL LUCAS CONSTUCTION PHONE (919) 776-1071 _p
PARCEL 03-9587-09- -0020- -37-
APPL NUMBER: 09-50022091 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : SUNSRT RIDGE LOT 162 -
27 WEST TO TINGEN RD RIGHT ONTO ALPINE
LEFT ONTO NORTHVIEW JB
LAND NOTES LXMN 3/07/03 LOT 162 '
STRUCTURE: 000 000 55X43.3136R CRAWL W/ GARAGE & DECK
FLOOD ZONE FLOOD ZONE X - `
# BEDROOMS7.N 3:00 PROPOSED USE SFD
-SEPTIC - EXISTING? . . . . NEW ' WATER SUPPLY :COUNTY'_
'PERMIT: CPSF-00 CP * SFD
REQUESTED -INSP DESCRIPTION
TYP/SQ CO RESULT RESULTS/COMMENTS
- - -
B101 02 6111109 MR R*BLDG FOOTING / TEMP SVC POLE VRU 001779864
6/25/09 AP TWO INSPECTION. CALLED IN BY MISTAKE. I CANCELED THIS ONE SO
THEY COULD CONTINUE WITH THE OTHER INSPECTIONS.
T/S: 06/25/2009 08:51 AM RDCONTE
T/S: 06/25/2009 08:53 AM NTART
B101 01 6/11/09 MR. R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001780477
6/11/09- AP
A814 01 6/26/09 MR ADDRESS CONFIRMATION TIME: 17:00 VRU 001786508
.'6/26/09 AP T/S: 06/25/2009 08:54 AM NTART
- 01:42 PM MREARIC
B103 01 6/26/09 MR R*BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU 001786490
6/26/09 AP T/S: 06/25/2009 08:54 AM NTART
T/S: 06/26/2009 02:02 PM MREARIC
B105 01 ~7/0n8/009 AL.-
TIR*OPEN FLOOR VRU 001791001
7 R_ `~1 COMMENTS AND NOTES
~/GrcJ (rya vt~ ~v 5) f~ Ij C7~f~r
PREPARED 8/07/09, 13:58:40 INSPECTION TICKET PAGE 11
Harnett County INSPECTOR: IVR DATE 8/10/09
ADDRESS . : 751 NORTHVIEW DR SUBDIV: SUNSET RIDGE
CONTRACTOR : ISRAEL LUCAS CONSTRUCTION INC PHONE (919) 770-0902
OWNER : ISRAEL LUCAS CONSTUCTION PHONE (919) 776-1071
PARCEL : 03-9587-09- -0020- -37-
APPL NUMBER: 09-50022091 CP NEW RESIDENTIAL (SFD)
DIRECTIONS SUNSRT RIDGE LOT 162
27 WEST TO TINGEN RD RIGHT ONTO ALPINE
LEFT ONTO NORTHVIEW JB
LAND NOTES LXMN 3/07/03 LOT 162
STRUCTURE: 000 000 55X43 3BDR CRAWL W/ GARAGE & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : NEW WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
- - - -
B101 02 6/11/09 MR R*BLDG FOOTING / TEMP SVC POLE VRU 001779864
6/25/09 AP TWO INSPECTION CALLED IN BY MISTAKE. I CANCELED THIS ONE SO
THEY COULD CONTINUE WITH THE OTHER INSPECTIONS.
T/S: 06/25/2009 08:51 AM RDCONTE
T/S: 06/25/2009 08:53 AM NTART
8101 01 6/11/09 MR R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001780477
6/11/09 AP
A814 01 6/26/09 MR ADDRESS CONFIRMATION TIME: 17:00 VRU 001786508
6/26/09 AP T/S: 06/25/2009 08:54 AM NTART
T/S: 06/26/2009 01:42 PM MREARIC
B103 01 6/26/09 MR R*BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU 001786490
6/26/09 AP T/S: 06/25/2009 08:54 AM NTART
T/S: 06/26/2009 02:02 PM MREARIC
B105 01 7/08/09 MR R*OPEN FLOOR VRU 001791001
7/08/09 AE T/S: 07/08/2009 01:53 PM MREARIC
nail band to sill
R427 01 8/10/09 TI FOUR TRADE ROUGH IN >2500 VRU 001806335
0 •9
COMMENTS AND NOTES -
HARNETT COUNTY
Building Inspections Dept.
108 E. Front St.
Lillington, NC 27546
910-893-7525
DO NOT REMOVE
DATE: 08-10-09
PERMIT # 09-50022091
ADDRESS: 751 northview
VIOLATIONS:
1. Load point on girder c y front door is resting on floor joist creating a
7000# load point. Floor truss plan does not reflect the load. Provide
letter from truss eng. on how to correct the problem.
2. Flash the front door
3. Air handler secondary drain cannot join together with primary.. it must
be separate
4. Ok to side and insulate
Harnett County Building Department
Mike Rearic cell# (910) 984- 4772
PREPARED P/18/09, 7:58:47 INSPECTION TICKET PAGE 1
Harnett` County INSPECTOR: IVR DATE 8/18/09
ADDRESS . : 751 NORTHVIEW DR SUBDIV: SUNSET RIDGE
CONTRACTOR ISRAEL LUCAS CONSTRUCTION INC PHONE (919) 770-0902
OWNER ISRAEL LUCAS CONSTUCTION PHONE (919) 776-1071
PARCEL 03-9587-09- -0020- -37-
APPL NUMBER: 09-50022091 CP NEW RESIDENTIAL (SFD)
DIRECTIONS SUNSRT RIDGE LOT 162
27 WEST TO TINGEN RD RIGHT ONTO ALPINE
LEFT ONTO NORTHVIEW JB
LAND NOTES LXMN 3/07/03 LOT 162
STRUCTURE: 000 000 55X43 3BDR CRAWL W/ GARAGE & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : NEW WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
3101 02 6/11/09 MR R*BLDG FOOTING / TEMP SVC POLE VRU 001779864
6/25/09 AP TWO INSPECTION CALLED IN BY MISTAKE. I CANCELED THIS ONE SO
THEY COULD CONTINUE WITH THE OTHER INSPECTIONS.
T/S: 06/25/2009 08:51 AM RDCONTE
T/S: 06/25/2009 08:53 AM NTART
B101 01 6/11/09 MR R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001780477
6/11/09 AP
A814 01 6/26/09 MR ADDRESS CONFIRMATION TIME: 17:00 VRU 001786508
6/26/09 AP T/S: 06/25/2009 08:54 AM NTART
T/S: 06/26/2009 01:42 PM MREARIC
B103 01 6/26/09 MR R*BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU 001786490
6/26/09 AP T/S: 06/25/2009 08:54 AM NTART
T/S: 06/26/2009 02:02 PM MREARIC
B105 01 7/08/09 MR R*OPEN FLOOR VRU 001791001
7/08/09 AE T/S: 07/08/2009 01:53 PM MREARIC
nail band to sill
R427 01 8/10/09 FOUR TRADE ROUGH IN >2500 VRU 001806335
8/10/09 DA T/S: 08/10/2009 10:52 AM MREARIC
1. load point under girder C is resting on floor joists
and creates a 47000 load point over floor joist which does
not appear to be reflected in joist design... provide
letter from truss comp. on repair
2. flash under front
door 3. separate air haqndler drains
ok to side and insul
A814 02 8/10/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001806561
8/13/09 AP 751 northview dr lot 162
sanford 27332
T/S: 08/13/2009 01:46 PM TWARD
T/S: 08/13/2009 01:46 PM TWARD
1129 01 ~ry8~/118/09 TIp R*INSULATION INSPECTION VRU 001809993
R427 02 8/18/09 TI FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001810399
T/S: 08/18/2009 07:58 AM NTART
COMMENTS AND NOTES
2C) ~=z0
e ~
~ENGINEERING
E- _CO
A MiTek Affiliate
Trenco
818 Soundside Rd
Edenton, NC 27932
Re: J92404
Israel Lucas / Lot 162 Northview Dr
The truss drawing(s) referenced below have been prepared by Truss Engineering Co. under my direct supervision
based on the parameters provided by Comtech, Inc - Fayetteville.
Pages or sheets covered by this seal: E5399807 thruE5399807
My license renewal date for the state of North Carolina is December 31, 2009.
North Carolina COA: C-0844
'%"V I i'' u
` `~IF SS OO</~ '
Z QQ0 ~1 9
SEAL
030652
r~\
August 11,2009
Lassiter, Frank
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.
1 i 1
Job rY88 ruse Type ly y larval Lucas I Lo1162 Nodiviaw Dr
E5398B07
A24N C2 FINK 1 L Job Reference a ipnel
Combtlt, Inc.. FryeNMlb. NC 26JW 7.140 v Jun 24 2009 MlTek InOU,tMV. Inc. Tus Aug 11114250 2008 Page I
4.26 4-1141 B4-0 133-d 18-20
1-2-9 4-11-11 4-16 /-1-8 411-11 I
are, Soala s 1.409
4
800 12 3x4 3.4 3 5
6
2
'G
5x8 , 8 1D 13 11 12 7 13 14
10x10 = 1000 = 5ad
61 2 14&tI 16-2-0
a2 I
3fote 08ats (K Y)' [YO-3-3 0.2-81.16 0-3-10-2-81 17 50-5-00-5-121,18.0-5-0 0-5-121
LOADING (ps0 SPACING 2-0-0 CSI DEFL in (loc) IIde9 Lid PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.39 Veh(LL) -0.10 7-8 >999 360 MT20 244/190
TCDL 10.0 Lumber Increase 1.15 BC 073 Vert(TL) -0.21 7-8 >999 240
BCLL 0.0 Rep Stress Inv . NO WB 0.83 Horz(TL) 0.04 8 me me
BCDL 10.0 Code IRC20037IPI2002 (Mablx) Weight: 23710
LUMBER BRACING
TOP CHORD 2 X 4 SYP No,I TOP CHORD Structural wood sheathing directly applied or 4-6-6 oc pul ins.
BOT CHORD 2 X 8 SYP No.I BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2X4 SYP No.3
REACTIONS (Iblslze) 2-589010-3-8. 6=578610.3-8
Max Hole 2.228(LC 3)
Max Uplift 2•-1227(LC 4), 6=4147(LC 5)
FORCES (Ib)- Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/45, 2-3n.8776]7613, 3-4=-BD71/1675, 4-5=80BD/1892, 5-6=-8188]1630
BOTCHORD 2-8--1340/8782,7-8--845/4893,6.7-1277/6770
WEBS 3-8- 239210, 4-8=-978/4733, 4-7e-1001/4749, 5-7=-2401212
NOTES
1) 2-ply truss to be connected together with 10d (0.148'x3') nails as follows.
Top chords connected as follows: 2 X 4 - 1 now at 0-9-0 oc.
Bottom chords connected as follows: 2 X 8 - 2 rows at 0-7-0 oc.
Webs connected as folows: 2 X 4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all piled, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply
to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated.
3) unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-02; 100mph; TCDL=B.Dpst BCDL-5.13pdf; h•1511; Cat. II; Exp C; enclosed; MWFRS (low-tile) gable and zone;
Lumber DOL=180 plate gip DOL=1.80
5) This the tollom chord and any other load of on the bosom chord in all areas with a ctearonco greater than 8-0.0
bt `1x`111,1^ ^ ' II rrrl]7
6) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 1227 to uplift at joint 2 and 1147 lb 1 A I T` CAR
uplift at pint 6. /v^~[C'••ES
7) This husa is designed in accordanco win the 2003 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard AN51/fPl 1. Q
8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1271 lb down and 245 In up at
2-0-12, 1271 ID down and 2451-8 up at 4-0-12, 1271 Ib down and 245 to up at 8.0-12, 1271 10 down and 245 lb up at 8-0-12, 1271 SEAL
ID down and 245 )b up at 10-0-12, 1271 to tlown and 2451-8 up at 12-0-12, and 1271 It, down and 24510 up at 14-0-12, and 1271 -
Ib down end 245Ib up at 16-0-12 on bottom chord. The design/seletlon of auch connection device(s) Is the responsibility of 030652
others.
LOAD CASE(S) Standard
Pi PT. L,A % 011!
Continued on page 2 x1,1111 t 1110111
August 11,2009
®NIRgIA Yarodeiynpmawefm and Ra40 NOTES Off MS 1a81NCWC1ffiI!a]IDIANWrB EPAWRI 74M m. JOWa6IOR8 L6B. Er:cINEEG OT
Design valh for use only with Miller conrrocton. Thin design in added onN upon porometea shown, and N for an individual balhlr g component.
AppBcaNCly d pension paomenlm and proper klcwparellon at component b rmrKKnldluy 0 buYang dnigner- not true awagrar. Bracing shaven
h for bbmltoypod of Individual web memben onN. AtldlXorat tempo church, to InNre,today durep comlmclbn c the mpwaldBN ohhe AMIfox Allnab
rector. Addllanci permanent bracno of the ovnall sbuotrxa a had resporaldNry 0 the building designer. For survival g4dance re0a'dn,
loon..'ion.quailt,controtMarcos. defy".. erection and braidn,. crmun ANSNlyll guaSN Cdbd., D88-sl antl VC51 vuddn, Component 910 Brundage Road
Sably Inbrma6on avaYabb Iron Trdds Plots ImtiNfe, 281 N. Lea $Ibel. $ulle 312 Abrnntltla VA 22314. Edenton. NC 27832
Job Truss Nab ype ty y II.eI Luus I Lot 192 NOdMlee or
E53BM7
A24N C2 FINK 1 ~pl vs
L Job Raf o iorrel
LombcB, Inc., FeyellevAla. NC MOO 7.110 24 W0
a Jun 212008 MRek In0uMBee, Inc. Tue Aup 11 1142 SO 2008 Pepe 2
LOADCASE(S) Standard
1) Regular'. Lumber Increase=1.15, Plate Incmew=1.15
Uniform Loads (pIQ
Vert : 28=-20, 1-4480, 4-6=-80
Concentrated Loads (lb)
Vert : B=-1271(B)7=-1271(8)9--1271(8) 1D=-1271(B)11=-1271(8)12=-1271(8) 13=-1271(B) 14=-1271(8)
Dessign A AIYIiRIDIC8 fd08sN]/TJ rs. Bbyb ealORB fIWB. extuxe
QVARgI lld A for r use ]w~ only wPh wXb Wmvmden pmrd ll'k Rs dedOilpltl0aFe^ is boned OM urrty B don {waYCUem len,ti
pplkpblaitlly of hickn droo ns Ully of o1 bu WiWandhIw IntlNldwlbulldirpcomment.
PPlk dedpn ppmmenls p rd!M propeer Inmpwotlon W of comm coponenl 6 mspondbilrp designer - not trues deslpner. Broclnp stwwn
E Iw lore As support in1MNIdw1 web mem9en Doty. Addttve 1 b I lmmlle pwvy mp}btobily ll, o d to mx more oulki dedutlry i,ev coon b lba mporcibll!Xy of P° A MI UI Allulula
tpbM1CppuldoncaCinniipi
sclonon, ppu qualty rgl pem conlrol. siw• lvpnropea,fea ereemlction aod nal Id s.91, CXbdodis. . For w asLS9 end and l sC3l XAdln,COmpo
Lee Sk eeet t, Suit ua JI2. X Aleemeiruntl~lp. VA 0, VA M IA EdenW n, nenl d BPU NoC 2 3 Nped 810 Smery InMmoXon oyalovdlpble hpm True PWMeryle Institute, ere lllule. 29 1 N,. Lee Skeet, WI
> vv
CL 5 N
N ? X sA 5 `C
N O p r
JC W m 0 3 I I -a A Q
n3Gl~p~Z6 D
O CaryO°O PH O
(D °R z f/1
an o'n~oo cW , ;0Q5 O saF,~ We n m-o o>gon D
aP00°3p pi a a r mraN a« °BP ° S° » 'gym
go30mm 3avn av~n' O c ~c m a-03 Z
aoQOQ2 mo' m oS~m' ns ~~3= xc c`Dia3 o~r%, cDD-% 0
0
nj °m°-~N F = a zmm°~ o oa$ 4° X05'°-0 m
2oo.'NO~ 0~nn a Z 06 3 m c>.(D '3D m
no °g Wong DWG o~Q ~oo=°ao z
~~M a-= Q.So 003 °O-aao ' mom $.°`°°j y
-00 (D 0 or 6 Q7n2~ flCUT F "-'5* ° 30- om 0° 6 6o. O
vx?.IO~o .~os 30 o0-WN m3_.a3 z
0 ~ooNm N(D z Po sue.'' c
6 3 00 06 ono °ooa~ No 00 mo 0
''no.°zB °o0 P'.00 u 3 m
Po 22 c~a v'° c~ o o~ n
~ °
n
A zn TD O 8 TOP CHORD
U
V N n go g
n O 3O
02 ~ CI8
3 °~,ow c Ao ~i~ Z
III. pu ~N~ A wD vA n C
3
] NMwN ° ^ Tn it
T P W ( A~ N m D P C i m~pp 07 6 Q Y w wD O O
j V •ON L T ~K V WI-) xN
A~ A PA p 2 z O A O.
A
m 3 t O V (J ye Q N -0' W
T qo
ta 93
.0 m
N ; ® zo Zm H•
> v
r a an °x
v 0 z ~ °waa w 1.
0Q 0'„
m A ti F N
< n O i
N
4p
T • ~
~ U C5 A
9
a TOP CHORD
O O m V P H A W N O m V P N A (J N - Q Q
w'°A Dm H mToo O ° 5~ dS ONO 5i ~ N O
z~. 005. ~.4m i0 R0 Ov° °moc m m m~ 56'o c gao m pia on 3 C
i Yo om 3a3 3. ml'o' o"n 5. F~ n4 mN mg Q
Ss ~dm op 0 0 3 si a., v o- CD
v_ c gn'£ m a 0< o - t3 mN WY N sm °o o< 0N>v m mmmn 3K mam oo (Q
o n o
~B~ m3°R o -n a nn c' a d ao 3 O o
p3 3'n 091 a °-0 'oo ' o ~ nm a° ° " m° xm3 -c c amm ~_mo ?0 - Q' . Q g (D O
c3 -B ma' o aR nd S3 a'a WF' a-0 m~ m 33 33 a m'n am cm om xo O T
o-? R a o0 o'y ° a~ ms 9 o_o z mm 0m 'm~~ N~ cra aPn3 9 a O
Y oo se < 00 3~d m a~ 5.0. a3 a' u cam v m~- o7 ~p
do --B m2 0' 00 om 30 p o~ 02'0 m a N
0 5 c~ Qzm ° mC E 3m ~i So coon on N m3i 9 on a om 00,
nm roo
'o m„ mRa .z m o am 3g a'Er nN a~.o amt a® is n On 1
o 1
<`~a° m;~ 3 m no nm m~ So ~_n ma m~ ao `y-o ~qa og m's°`oc=
R v a zv 3o Q o $m o o
0 3' ~3 mO WS o=G) n <''ro S a as o om 'gym at au S~ 70_
n 00 os v vim' 0 0m c.o ~m ma' 5.0 Hv xo °mo oN m'oo a~ ~O Q
o Fa ~.m m m e. so v 3a m~ o_~ v_o m° ° m n~ a°~ nm vCi
co a Q m_ o a a o- ~'o n gg v n
'n nc o o o tea. ~n Qo as ~o .s a 3co mQl9. 3 N
m '~F no s z 7 'z 5. m s3 0, 9 c n ~0 R S q 0 T. m m ✓~F
z SQ an o 0 ov a 'a N m' a~ n m ?,n' ',~'m Q3'3
Ep r)
3°• o a n~ o c R 3 R D Q
0
N
PREPARED 10/30/09, 14:10:37 INSPECTION TICKET PAGE 13
Harnett County INSPECTOR: IVR DATE 11/02/09
- - - - -
ADDROS 751 NORTHVIEW DR SUBDIV: SUNSET RIDGE
CONTRACTOR ISRAEL LUCAS CONSTRUCTION INC PHONE (919) 770-0902
OWNER ISRAEL LUCAS CONSTUCTION PHONE (919) 776-1071
PARCEL 03-9587-09- -0020- -37-
APPL NUMBER: 09-50022091 CP NEW RESIDENTIAL (SFD)
DIRECTIONS SUNSRT RIDGE LOT 162
27 WEST TO TINGEN RD RIGHT ONTO ALPINE
LEFT ONTO NORTHVIEW JB
LAND NOTES LXMN 3/07/03 LOT 162
STRUCTURE: 000 000 55X43 3BDR CRAWL W/ GARAGE & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : NEW WATER SUPPLY . . . . . . . COUNTY
PHRMIT: CPSF 00 CP • SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
- - - - -
B101 02 6/11/09 MR R*BLDG FOOTING / TEMP SVC POLE VRU 001779864
6/25/09 AP TWO INSPECTION CALLED IN BY MISTAKE. I CANCELED THIS ONE SO
THEY COULD CONTINUE WITH THE OTHER INSPECTIONS.
T/S: 06/25/2009 08:51 AM RDCONTE
T/S: 06/25/2009 08:53 AM NTART
B101 01 6/11/09 MR R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001780477
6/11/09 AP
A814 01 6/26/09 MR ADDRESS CONFIRMATION TIME: 17:00 VRU 001786508
6/26/09 AP T/S: 06/25/2009 08:54 AM NTART
T/S: 06/26/2009 01:42 PM MREARIC
B103 01 6/26/09 MR R*BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU 001786490
6/26/09 AP T/S: 06/25/2009 08:54 AM NTART
T/S: 06/26/2009 02:02 PM MREARIC
B105 01 7/08/09 MR R*OPEN FLOOR VRU 001791001
7/08/09 AE T/S: 07/08/2009 01:53 PM MREARIC
nail band to sill
R427 01 8/10/09 MR FOUR TRADE ROUGH IN >2500 VRU 001806335
8/10/09 DA T/S: 08/10/2009 10:52 AM MREARIC
1. load point under girder C is resting on floor joists
and creates a 47000 load point over floor joist which does
not appear to be reflected in joist design... provide
letter from truss comp. on repair
2. flash under front
door 3. separate air haqndler drains
ok to side and insul
A814 02 8110109 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001806561
8/13/09 AP 751 northview dr lot 162
sanford 27332
T/S: 08/13/2009 01:46 PM TWARD
T/S: 08/13/2009 01:46 PM TWARD
I129 01 8/18/09 MR R*INSULATION INSPECTION VRU 001809993
8/18/09 AP T/S: 08/18/2009 11:28 AM MREARIC
R427 02 8/18/09 MR FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001810399
8/18/09 AP T/S: 08/18/2009 07:58 AM NTART
T/S: 08/18/2009 11:28 AM MREARIC
H824 01 10/13/09 OT ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU 001837459
10/13/09 AP T/S: 10/15/2009 12:30 PM SSTEWART
CONTINUED ONTO NEXT PAGE - -
PREPARED 10/30/09, 14:10:37 INSPECTION TICKET PAGE 14
Harncr-t Ccjunty INSPECTOR: IVR DATE 11/02/09
ADDRF,ISS . : 751 NORTHVIEW DR SUBDIV: SUNSET RIDGE
CONTRACTOR ISRAEL LUCAS CONSTRUCTION INC PHONE (919) 770-0902
OWNER ISRAEL LUCAS CONSTUCTION PHONE (919) 776-1071
PARCEL 03-9587-09- -0020- -37-
APPL NUMBER: 09-50022091 CP NEW RESIDENTIAL (SFD)
- -
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
- -
T/S: 10/15/2009 12:31 PM SSTEWART
R431 01 11/02/09 TI FOUR TRADE FINAL >2500 VRU 001844721
COMMENTS AND NOTES
+~•~:s i t. .4 ,.F ' S,`, i, vrhi'°gP4 q~w,yv»~.,x(y 1~lC&" a a:' ~u r,r;
r N+roxiir.d.-:>`i~~-~: ~'{u.7•P~,ti,R.s,:7Kt~G`.~!.,+%t"~. .x r.+,. `Y '.Vi1~ ...:.~}iY. , i 'L:. r•'~'-,
Vul
~,r )
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 a'Mh/1
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
g construction or use. For the following:
mkt
Use Classification: T? 3 Conditional Use Permit No.:
i Type of Construction: ~ Building Permit No.: C'J So0 226
9 Si
Owner of Building: F-s roe urros nv, v}Electrical Permit No.: i
Building Address: '7SOC,'b.ynpw L>,r_ Insulation Permit No.:
Zoning District: Plumbing Permit No.: ,
Zoning Permit No.: Mech. Permit No.: t 1;,'nµgh
l~ Date: 1 f Z - 01 Envic C.O. No.:
k Building Official Zoning Official
9F 11SE