INSPECTIONS PREPARED 8/13/10, 14:04:02 INSPECTION TICKET I PAGE 42
Harnett County INSPECTOR: IVR DATE 8/16/10
ADDRESS . : 215 CENTURY DR SUBDIV: LEXINGTON PLANTATION INV LLC
CONTRACTOR : TLM CONSTRUCTION, INC PHONE : (919) 427 -7161
OWNER . . : LEXINGTON PLANTATION INVESTORS PHONE :
PARCEL . . : 09- 9565 -10- -0282- -17-
APPL NUMBER: 10- 50024990 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T /S: 08/06/2010 08:06 AM RDCONTE - -- i
215 CENTURY / THE COLONY #205
TAKE 2105. T/R ON OVERHILLS RD.
CONTINUE ON NURSERY RD. T/R ON 87N GO
APPROX 1MI. T/R ON SAWYER RD. T/L ON
MARQUIS. T/R ON REGIMENTAL. T/L ON
CENTURY. PROPERTY IS ON THE LEFT.
** *CENTRAL ELECTRIC * **
STRUCTURE: 000 000 40X42 MONO 3BD /2BA W /GAR
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 3.00 PROPOSED USE . . . . . . . .S F D
SEPTIC - EXISTING' • SEWER WATER SUPPLY ' • COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
E207 01 /16/10 : 441_ , R *ELEC TEMP SERVICE POLE VRU #: 0019693
2.
!�•�o need power for slab forms contractor
COMMENTS AND NOTES
i..arcLai�+ry 1LLnr:i PAGE 46
Harnett County INSPECTOR: IVR DATE 8/20/10
ADDRESS . : 215 CENTURY DR SUBDIV: LEXINGTON PLANTATION INV LLC
CONTRACTOR : TLM CONSTRUCTION, INC PHONE : (919) 427 -7161
OWNER . . : LEXINGTON PLANTATION INVESTORS PHONE :
PARCEL . . : 09- 9565 -10- -0282- -17-
APPL NUMBER: 10- 50024990 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T /S: 08/06/2010 08:06 AM RDCONTE - --
215 CENTURY / THE COLONY #205
TAKE 2105. T/R ON OVERHILLS RD.
CONTINUE ON NURSERY RD. T/R ON 87N GO
APPROX 1MI. T/R ON SAWYER RD. T/L ON
MARQUIS. T/R ON REGIMENTAL. T/L ON
CENTURY. PROPERTY IS ON THE LEFT.
** *CENTRAL ELECTRIC * **
STRUCTURE: 000 000 40X42 MONO 3BD /2BA W /GAR
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 3.00 PROPOSED USE . . . . . . . : SFD
SEPTIC - EXISTING? SEWER WATER SUPPLY • COUNTY
PERMIT: CPSF 00 CP • SFD
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
E207 01 8/16/10 FS R *ELEC TEMP SERVICE POLE VRU #: 001969393
8/16/10 AP need power for slab forms contractor
T /S: 08/16/2010 11 :33 AM FSPIVEY
P309 01 8/20/10 TI R *PLUMB UNDER SLAB VRU #: 001972728
R »/ry + >r
COMMENTS AND NOTES
1
rKErAKED 8/24/10, 14:05:43 INSPECTION TICKET PAGE 26
Harnett County INSPECTOR: IVR DATE 8/25/10
ADDRESS . : 215 CENTURY DR SUBDIV: LEXINGTON PLANTATION INV LLC
CONTRACTOR : TLM CONSTRUCTION, INC PHONE : (919) 427 -7161
OWNER . . : LEXINGTON PLANTATION INVESTORS PHONE :
PARCEL . . : 09- 9565 -10- -0282- -17-
APPL NUMBER: 10- 50024990 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T /S: 08/06/2010 08:06 AM RDCONTE - --
215 CENTURY / THE COLONY #205
TAKE 210S. T/R ON OVERHILLS RD.
CONTINUE ON NURSERY RD. T/R ON 87N GO
APPROX 1MI. T/R ON SAWYER RD. T/L ON
MARQUIS. T/R ON REGIMENTAL. T/L ON
CENTURY. PROPERTY IS ON THE LEFT.
** *CENTRAL ELECTRIC * **
STRUCTURE: 000 000 40X42 MONO 3BD /2BA W /GAR
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 3.00 PROPOSED USE I • SFD
SEPTIC - EXISTING' • SEWER WATER SUPPLY i • COUNTY
PERMIT: CPSF 00 CP * SFD •
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
E207 01 8/16/10 FS R *ELEC TEMP SERVICE POLE VRU #: 001969393
8/16/10 AP need power for slab forms contractor
T /S: 08/16/2010 11:33 AM FSPIVEY
P309 01 8/20/10 DT R *PLUMB UNDER SLAB VRU #: 001972728
8/20/10 AP
M305 01 8/25/10 II R *PLUMB SEWER CONNECTION VRU #: 001974245
9/2 -gt° AP 1)rr
P307 01 8 25/10 TI R *PLUMB WATER CONNECTION VRU #: 001974252
O fie /
8114 01 8 5/10 I R *BLDG MONOLITHIC SLAB TIME: 17:00 VRU #: 001974138
7� / j Neeed Slab inspection done.
T /S: 08/24/2010 09:19 AM NTART
COMMENTS AND NOTES
cXEPARED 9/15/10, 14:11:56 INSPECTION TICKET li PAGE 27
Harnett. County INSPECTOR: IVR DATE 9/16/10
. 'C 215 CENTURY DR SUBDIV: LEXINGTON PLANTATION INV LLC
CONTRACTOR r TLM CONSTRUCTION, INC PHONE : (919) 427 -7
- OWNER`, . . : LEXINGTON PLANTATION INVESTORS PHONE :
PARCEL - . . : 09- 9565 -10- -0282- -17-
APPL NUMBER: 10- 50024990 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T /S: 08/06/2010 08:06 AM RDCONTE - --
215 CENTURY / THE COLONY #205
TAKE 2105. T/R ON,OVERHILLS RD.
CONTINUE ON NURSERY RD. T/R ON 87N GO
APPROX 1MI. T/R ON SAWYER RD. T/L ON
MARQUIS. T/R ON REGIMENTAL. T/L ON
CENTURY. PROPERTY IS ON THE LEFT.
** *CENTRAL ELECTRIC * **
STRUCTURE: 000 000 40X42 MONO 3BD /2BA W /GAR
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 3.00 PROPOSED USE • SFD
SEPTIC - EXISTING • SEWER WATER SUPPLY • COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS/COMMENTS
01 8/16/10 FS R *ELEC TEMP SERVICE POLE VRU #: 001969393
8/16/10 AP need power for slab forms contractor
T /S: 08/16/2010 11:33 AM FSPIVEY
P309 01 8/20/10 DT R *PLUMB UNDER SLAB VRU #: 001972728
8/20/10 AP "
M305 01 8/25/10 DT R *PLUMB SEWER CONNECTION VRU #: 001974245
8/25/10 AP
P307 01 8/25/10 DT R *PLUMB WATER CONNECTION VRU #: 001974252
8/25/10 AP L
B114 01 8/25/10 DT R *BLDG MONOLITHIC SLAB TIME: 17:00 VRU #: 001974138
8/25/10 AP Neeed Slab inspection done.
T /S: 08/24/2010 09:19 AM NTART
R427 01 9/16/10 T
_ TI _ FOUR TRADE ROUGH IN >2500 VRU #: 001982909
COMMENTS AND NOTES
ENGINEERING RV
C®
A MiTek Affiliate
Trenco
818 Soundside Rd
Edenton, NC 27932
Re: J03163
TLM- 205 - Colony f Lexington/Harnett
I �!
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: E5831653 thmE5831653
My license renewal date for the slate of North Carolina is December 31, 2010.
North Carolina COA: C -0844
Important Notice: If visually graded lumber is used for the trusses covered by these designs,
see "SPIB Important Notice, Dated July 28, 2010" (reprinted at www.mii.com) before use.
Trenco does not warrant third -party lumber design values.
•
Q �'•
SEAL =
030652
tf tit II
9 ` F'GI EEe �4':
September 9,2010
I aesiter, 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 ANSIJTPI -1 Chapter 2.
Engineering services provided by Truss Engineering Company.
I
. 1
Job Truss Truss Type city 'Pl 1 TuamSCom • LexbymMNMn
-65931953
303183 31 -RED SPECIAL 1 1
M
Re (optional)
Ye
Comtebr, e., FeywleM4e,NC 28309 2010 WO mr�K TIN W11e0372er 1
OrN/19-4tp3NrleYSG2e lM( 2010 1N-08_mIwR30Irym tbgN 31 keF515owIry1L[O
1 1 -7.12 1 154-0 I 19-4-4 I 234E 3 -6-0 *W3yI 1 ` 3040 71 -2 -8
e {
11-d-0 -l1 7 -7.11 7 +4 4-4-4 4-4-4 6-3-8 1 1 1 -2-e
il
CUT AND REMOVE SECTION INDICATED BY DASHED LINES. 8x8= l Scale = 1:89.0
LUMBER AND PLATES TO BE CUT CLEANLY AND ACCURATELY. TRUSS TO BE CONTINIOUSLY SUPPORTED
BY BEING NAILED TO STUD BEARING WALL
4
WITH (3) 100 (3' X 0.1311 NAILS IN EACH
ij INTERSECTION OF A WEB MEMBER WITH
A STUD AND (5) NABS IN EACH CHORD.
zas // USE (2) ROWS AT 4'O.C. IN ANY
s ALIGNING MEMBERS. WALL STUDS SPACED
5-m Fir AT 16.0' O.C.. WALL DESIGNED BY OTHERS.
axe O .6 17
3 3x8 Ca
-
/rre.re-I 6
3 R '' n
19 d
15 3- )� 11
2 SS V/ 3x10 10 R 1 . a 1 ,- •
4 . Se 1 13-10-8 9 f 1 as —
603 = 13410 11
1
6-1-12 12-0-0 1 17-10-4 1 2169 x19-4 30-0-0 1
6-1 -12 5-104 5.10-4 5.104 61 -t'2 61 -12
Plate Offsets (X,Y): R:0-240-2-01 L542 -11 04141 [7:0- 2- 13,Edoel f7:Edge,00141 [4.0-3-12,13-2-121.110D-4-5,0-1-81 11213-3-50-0-01
LOADING (ps1) SPACING 2-0-0 CSI DER in (roc) Udell LM PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.53 Ved(LL) 021 14 -15 >999 360 MT20 244/190
ICU. 10.0 Lumber Increase 1.15 BC 0.67 Vert(TL) -0 .21 14-15 >999 240
BOLL 0.0 * Rep Stress Ina YES WB 098 Horz(TL) 0.18 9 rub n/a I
BCDL 10.0 Code IRC2033RP12002 (Matrix) Weight: 19) Ib FT = 20%
LUMBER BRACING
TOP CHORD 2)( 4 SYP No.1 TOP CHORD Structural woad sheathing directly applied or 3-11-6 ac puffins.
BOT CHORD 2 X 6 SYP No.1 'Except' BOT CHORD Rigid ceiling directly appfed a 5-7-6 oc bracing.
7-9:2 X 4 SYP No.1 NESS 1 Row at mdpt 4 -10
WEBS 2X4SYPNo.3 ,
WEDGE
Right: 2 X 4 SYP No.3 1
REACTIONS (lb/size) 2= 97116.3.8, 9= 16730-38
Max Hoc 2 91(LC4)
Max Uplift 2 381(LC 6), 9=- 866(LC 6)
FORCES (Ib) - Maximum CompresionrMaximum Tension
TOP CHORD 1- 2/32, 2 -3=- 22492365, 316= 1423 / 1324, 4-16= 1295'1368, 45= 756738 5.17= 621/643. 6-17= 716'616,
6-7= 385594, 7-60)3)
BOT CHORD 2 -15=- 1903/1856, 14.15= 1400/1722, 13-14= 262)66, 7 -9 - 391/407, 10- 11 =30, 91@-486573, 131 8= - 2 63164 6,
12- 18=- 2E3/649
WEBS 315=-698/241, 314 =5821 711, 4-14 =- 1190/1005, 4-12 =- 18&123, 10- 12=- 180540, 519=979/298, 51(>- 749/1017,
6.9 - 1351979, 512 - _324/781
NOTES
1) Unbalanced roof INe bads have been considered for this design.
2) Wed'. ASCE 742; 100mph; TCUln3.000t BCOL=5. 0pd; tc15t Cal- it; Exp C; enclosed; MYUFRS (bN4ise) gable end zone and
C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed; porch light explsd:CC for members
and forces 8 MWFRS fa reactions shown; Lumber DOL =1.60 plate grip DOL =1.60
3)' This truss has been designed For a live Iced al 20.0pd on the bottom chord in all oleos with a deararce greater than 600 `1 111 1 r'r1r rf/
beMeeen the bottom dud and any other members, with BCCL = 1O0pd. ` . ` .� H 130k,
4) Bearing at joint(s) 2 considers caravel to grain valve truss sieang ANSVRP11 ar01e to wain formula. Building designer should verify O� ..capacty of bearing surface. 5) Provide mechanical connection (by ohers) of tru to bring plate capable of vrilhslanding 381 Ib uplift at joint 2 and 866 Ib uplift -- \� 1 4
at joint 9. • Q
6) N/A -
7) This truss is designed in accordance with he 2003 International Residential Code sections R50211.1 and R802.10.2 and _ SEAL -
referenced standard ANSUfPI i. 1 030652
LOAD CASE(S) Standard - '.
T .
A 1 .Fy
- 9,y k R. LPS
f fh ill,iIl ''
September 9,2010
4 _ .,. ...
a FERIINO - Verf/fd desire penurtere red READ NOIEB OK MIS AND INCL UVx3 HIIEKRLTERENCS PAGE 1x/7473 rv. 14'08 BEFORE MS tuu
Deign vend b use On1/ win 1415 carnelian Ttn ensign Is based at/ upcn pararmbn Mown. onf Is fa an YaMrgl taking mrpu%nl.
Appecabty 0 day, Pao mentors and paper ncapaobm of conceit is respavtlity of butting designer -no tress deeaia. Proofs shown
Iz for lateral support at indNd,gl web members dry. Adcieanl lenlpaay bracing to Insure stabif y thing mesh-us/eels therespavbrIlty d IM Milli •1NI,I.
erector. Addilk al permanent boss of the oeral sIncMe is tho,espsvblty of We bufng designs For general guidance regarding
fabnmeon omrty contra. stooge. dengy. pedal lid bracing. mai AN9/1111 Suety CAefb. DU- M end ICS OggCempwr4 1 918 Se nda&e Road
Safely Btemdlen mantle fan Outs Pate natal*. 201 N. lee Street. Late 312 Ab*aOb. VA 22314. (Edenton, NC 27932
ow ).. 5.- w . : _ s o s Z % ; X c„ Ir itA r 1 5 3
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o nHOO 2a „ =o v5 0 -o is asa °'6N ra3
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m ° c R 1 Q
D .
M
VI
PREPARED 9/17/10, 14:53:46 INSPECTION TICKET PAGE 21
Harnett County INSPECTOR: IVR DATE 9/20/10
ADDRESS . : 215 CENTURY DR SUBDIV: LEXINGTON PLANTATION INV LLC
CONTRACTOR : TLM CONSTRUCTION, INC PHONE : (919) 427 -71
OWNER . . : LEXINGTON PLANTATION INVESTORS PHONE :
PARCEL . . : 09- 9565 -10- -0282- -17-
APPL NUMBER: 10- 50024990 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T /S: 08/06/2010 08:06 AM RDCONTE - --
215 CENTURY / THE COLONY #205
TAKE 2105. T/R ON OVERHILLS RD.
CONTINUE ON NURSERY RD. T/R ON 87N GO
APPROX 1MI. T/R ON SAWYER RD. T/L ON
MARQUIS. T/R ON REGIMENTAL. T/L ON
CENTURY. PROPERTY IS ON THE LEFT.
** *CENTRAL ELECTRIC * **
STRUCTURE: 000 000 401(42 MONO 3BD /IBA W /GAR
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 3.00 PROPOSED USE • SFD
SEPTIC - EXISTING' • SEWER WATER SUPPLY 1 • COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
E207 01 8/16/10 FS R *ELEC TEMP SERVICE POLE VRU #: 001969393
8/16/10 AP need power for slab forms contractor
T /S: 08/16/2010 11 :33 AM FSPIVEY
P309 01 8/20/10 DT R *PLUMB UNDER SLAB VRU #: 001972728
8/20/10 AP
M305 01 8/25/10 DT R *PLUMB SEWER CONNECTION VRU #: 001974245
8/25/10 AP
P307 01 8/25/10 DT R *PLUMB WATER CONNECTION VRU #: 001974252
8/25/10 AP
B114 01 8/25/10 DT R *BLDG MONOLITHIC SLAB TIME: 17:00 VRU #: 001974138
8/25/10 AP Neeed Slab inspection done.
T /S: 08/24/2010 09:19 AM NTART
R427 01 9/16/10 DT FOUR TRADE ROUGH IN >2500 VRU #: 001982909
9/16/10 DA 1. Fire block chase in garage.
2. Cl trusses need second hurricane strap at joint 9,
Okay to side and insulate.
T /S: 09/16/2010 10:56 AM DETAYLOR
A814 01 9/17/10 FB ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001983998
9/17/10 AP T /S: 09/17/2010 10:46 AM RDCONTE
T /S: 09/17/2010 10:57 AM FBURGESS
215 CENTURY DR CAMERON, NC 28326 LOT 205
I129 01 9/20/10 �TI R *INSULATION INSPECTION TIME: 17:00 VRU #: 001984095
9 /afro '/ 6 )v T /S: 09/17/2010 11:21 AM RDCONTE
R425 01 9/20/10 TI FOUR TRADE ROUGH IN TIME: 17:00 VRU #: 001984103
1122 /0 T /S: 09/17/2010 11:22 AM RDCONTE
COMMENTS AND NOTES
PREPARED 9/21/10, 7:59:53 INSPECTION TICKET PAGE 1
Harnett County INSPECTOR: IVR DATE 9/21/10
ADDRESS . : 215 CENTURY DR SUBDIV: LEXINGTON PLANTATION INV LLC
CONTRACTOR : TLM CONSTRUCTION, INC PHONE : (919) 427 -7161
OWNER . . : LEXINGTON PLANTATION INVESTORS PHONE :
PARCEL . . : 09- 9565 -10- -0282- -17-
APPL NUMBER: 10- 50024990 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 08/06/2010 08:06 AM RDCONTE - --
215 CENTURY / THE COLONY #205
TAKE 210S. T/R ON OVERHILLS RD.
CONTINUE ON NURSERY RD. T/R ON 87N GO
APPROX 1MI. T/R ON SAWYER RD. T/L ON
MARQUIS. T/R ON REGIMENTAL. T/L ON l
CENTURY. PROPERTY IS ON THE LEFT.
** *CENTRAL ELECTRIC * **
STRUCTURE: 000 000 40X42 MONO 3BD /2BA W /GAR
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 3.00 PROPOSED USE • SFD
SEPTIC - EXISTING? • SEWER WATER SUPPLY • COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS/COMMENTS
E207 01 8/16/10 FS R *ELEC TEMP SERVICE POLE VRU #: 001969393
8/16/10 AP need power for slab forms contractor
T /S: 08/16/2010 11:33 AM FSPIVEY
P309 01 8/20/10 DT R *PLUMB UNDER SLAB VRU #: 001972728
8/20/10 AP
M305 01 8/25/10 DT R *PLUMB SEWER CONNECTION VRU #: 001974245
8/25/10 AP
P307 01 8/25/10 DT R *PLUMB WATER CONNECTION VRU #: 001974252
8/25/10 AP
8114 01 8/25/10 DT R *BLDG MONOLITHIC SLAB TIME: 17:00 VRU #: 001974138
8/25/10 AP Neeed Slab inspection done.
T /S: 08/24/2010 09:19 AM NTART
R427 01 9/16/10 DT FOUR TRADE ROUGH IN >2500 VRU #: 001982909
9/16/10 DA 1. Fire block chase in garage.
2. C1 trusses need second hurricane strap at joint 9,
Okay to side and insulate.
T /S: 09/16/2010 10:56 AM DETAYLOR
A814 01 9/17/10 FE ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001983998
9/17/10 AP T /S: 09/17/2010 10:46 AM RDCONTE
T /S: 09/17/2010 10:57 AM FBURGESS
215 CENTURY DR CAMERON, NC 28326 LOT 205
I129 01 9/20/10 DT R *INSULATION INSPECTION TIME: 17:00 VRU #: 001984095
9/20/10 DA T /S: 09/17/2010 11:21 AM RDCONTE
Insulation incomplete.
T /S: 09/20/2010 10:08 AM DETAYLOR
R425 01 9/20/10 DT FOUR TRADE ROUGH IN TIME: 17:00 VRU #: 001984103
9/20/10 AP T /S: 09/17/2010 11:22 AM RDCONTE
I129 02 /21/10 M TI R *INSULATION INSPECTION TIME: 17:00 VRU #: 001984970
2 (O e\ li T /S: 09/21/2010 07:59 AM NTART
COMMENTS AND NOTES I'I
PREPARED 10/22/10, 13:58:26 INSPECTION TICKET PAGE 19
.kiarntt County INSPECTOR: IVR DATE 10/25/10
ADDRESS . <. 215 CENTURY DR SUBDIV: LEXINGTON PLANTATION INV LLC
CONTRACTOR : TLM CONSTRUCTION, INC PHONE : (919) 427 -7161
OWNER . . : LEXINGTON PLANTATION INVESTORS PHONE :
PARCEL . . : 09- 9565 -10- -0282- -17-
APPL NUMBER: 10- 50024990 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T /S: 08/06/2010 08:06 AM RDCONTE - --
215 CENTURY / THE COLONY #205
TAKE 210S. T/R ON OVERHILLS RD.
CONTINUE ON NURSERY RD. T/R ON 87N GO
APPROX 1MI. T/R ON SAWYER RD. T/L ON
MARQUIS. T/R ON REGIMENTAL. T/L ON
CENTURY. PROPERTY IS ON THE LEFT.
** *CENTRAL ELECTRIC * **
STRUCTURE: 000 000 40X42 MONO 3BD /2HA W /GAR
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 3.00 PROPOSED USE • SFD
SEPTIC - EXISTING' • SEWER WATER SUPPLY COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
E207 01 8/16/10 FS R *ELEC TEMP SERVICE POLE VRU #: 001969393
8/16/10 AP need power for slab forms contractor
T /S: 08/16/2010 11:33 AM FSPIVEY
P309 01 8/20/10 DT R *PLUMB UNDER SLAB VRU #: 001972728
8/20/10 AP
M305 01 8/25/10 DT R *PLUMB SEWER CONNECTION VRU #: 001974245
8/25/10 AP
P307 01 8/25/10 DT R *PLUMB WATER CONNECTION VRU #: 001974252
8/25/10 AP
B114 01 8/25/10 DT R *BLDG MONOLITHIC SLAB TIME: 17:00 VRU #: 001974138
8/25/10 AP Neeed Slab inspection done.
T /S: 08/24/2010 09:19 AM NTART
R427 01 9/16/10 DT FOUR TRADE ROUGH IN >2500 VRU #: 001982909
9/16/10 DA 1. Fire block chase in garage.
2. Cl trusses need second hurricane strap at joint 9,
Okay to side and insulate.
T /S: 09/16/2010 10:56 AM DETAYLOR
A814 01 9/17/10 FB ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001983998
9/17/10 AP T /S: 09/17/2010 10:46 AM RDCONTE
T /S: 09/17/2010 10:57 AM FBURGESS
215 CENTURY DR CAMERON, NC 28326 LOT 205
I129 01 9/20/10 DT R *INSULATION INSPECTION TIME: 17:00 VRU #: 001984095
9/20/10 DA T /S: 09/17/2010 11:21 AM RDCONTE
Insulation incomplete.
T /S: 09/20/2010 10:08 AM DETAYLOR i
R425 01 9/20/10 DT FOUR TRADE ROUGH IN TIME: 17:00 VRU #: 001984103
9/20/10 _AP T /S: 09/17/2010 11:22 AM RDCONTE
1129 02 9/21/10 DT R *INSULATION INSPECTION TIME: 17:00 VRU #: 001984970
9/21/10 AP T /S: 09/21/2010 07:59 AM NTART
R429 01 10/25/10 TI � FOUR TRADE FINAL VRU #: 001997634
1Ofz7(O 41 IJf Deen could we please meet around 9:30 or 10:00 Monday
morning?
I will call you
CONTINUED ONTO NEXT PAGE
PREPARED 10/22/10, 13:58:26 INSPECTION TICKET PAGE 20
J4arndtt County INSPECTOR: IVR DATE 10/25/10
� I
ADDRESS . = 215 CENTURY DR SUBDIV: LEXINGTON PLANTATION INV LLC
CONTRACTOR : TLM CONSTRUCTION, INC PHONE : (919) 427 -7161
OWNER . . : LEXINGTON PLANTATION INVESTORS PHONE :
PARCEL . . : 09- 9565 -10- -0282- -17-
APPL NUMBER: 10- 50024990 CP NEW RESIDENTIAL (SFD)
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
Thanks
COMMENTS AND NOTES
e gym,: Y1r i "" 1` r ' n ap c "r > r W ^a 7;i7 I r...mr•'YS+9gf 4 ;},ri d :
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4
' . , ,,. County of Harnett • ` 3
Building Inspections Department
Planning Services ,
Certificate of Com ll annce: ur Occ ann X
4
Pl
Certificate issued pursuant to the requirements of North Carolina General Statute 153A -363 and Harnett
County Zoning Ordinances. This certifies at the time of issuance, this structure was in compliance with the
;?.. various ordinances of the County of Harnett and the North Carolina State Building Codes. For the following: '\
ifr Use Classificatio R es 't dew};, Per mit N
Name: T-I A .'o Building:
A � , Electrical: , a A
Address: 'll 5 Ce-A -k-v ry 0 r Insulation: 1 Ole � (.. uv. c r,� I nJ ( 1 7 .$'%ac. Plumbing: 1 .
Mechanical: \G i K
4 MFG Home: ..
Date: 1 0 it Building Offcia1 J) r J. ' _�,
47,7(074, ,yecreir . 4 ' ■ i S 4