INSPECTIONS
PREPARED 7/06/09, 8:11:09 INSPECTION TICKET PAGE 1
Harnett County INSPECTOR: IVR DATE 7/06/09
- - -
ADDRESS . : 106 MARQUIS DR SUBDIV: GATEQLEXINGTON PHAPARTIA 25LOT
CONTRACTOR : CUMBERLAND HOMES INC PHONE (910) 892-4345
OWNER : J & L CONTRACTORS INC PHONE (910) 892-4345
PARCEL : 09-9565-02- -0282- -38-
APPL NUMBER: 09-50022126 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : GATE AT LEXINGTON LOT 310
27 W TURN LEFT ON BUFFLAO LAKE RD TURN
LEFT ON NC HWY 87 TURN LEFT ON SAWYER
RD TUR NRIGHT ON MARQUIS DR JB
STRUCTURE: 000 000 46X62 3BDR SLAB W/ GARAGE & PATIO
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
- - - - - - -
B101 01 7/06/09 TI R*BLDG FOOTING / TEMP SVC POLE VRU 001790244
oj, fh° I Yr
COMMENTS AND NOTES
PREPARED 9/29/09, 14:03:43 INSPECTION TICKET PAGE 13
Harnett County INSPECTOR: IVR DATE 9/30/09
-
ADDRESS 106 MARQUIS DR SUBDIV: GATE®LEXINGTON PHAPARTIA 25LOT
CONTRACTOR CUMBERLAND HOMES INC PHONE : (910) 892-4345
OWNER J & L CONTRACTORS INC PHONE : (910) 892-4345
PARCEL 09-9565-02- -0282- -38-
APPL NUMBER: 09-50022126 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : GATE AT LEXINGTON LOT 310
27 W TURN LEFT ON BUFFLAO LAKE RD TURN
LEFT ON NC HWY 87 TURN LEFT ON SAWYER
RD TUR NRIGHT ON MARQUIS DR JS
STRUCTURE: 000 000 46X62 3BDR SLAB W/ GARAGE & PATIO
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
B101 01 7/06/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001790244
7/06/09 AP
B104 01 7/29/09 TI R*BLDG FOUNDATION SURVEY VRU 001801760
7/28/09 CA T/S: 07/28/2009 02:35 PM NTART
B104 02 7/29/09 JB R*BLDG FOUNDATION SURVEY TIME: 17:00 VRU 001801935
7/29/09 AP T/S: 07/29/2009 08:32 AM JBROCK
T/S: 07/29/2009 08:32 AM JBROCK
A814 01 7/30/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001801950
8/05/09 AP 106 MARQUIS DR LOT 310
CAMERON 28326
T/S: 08/05/2009 01:51 PM TWARD
B103 01 7/30/09 DT R*BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU 001801943
7/30/09 AP T/S: 07/29/2009 08:32 AM JBROCK
7105 01 8/26/09 DT R*OPEN FLOOR VRU 001813283
8/26/09 AP
R425 01 9/30/09 FOUR TRADE ROUGH IN VRU 001829221
COMMENTS AND NOTES - -
}i
!~4~"~~«t
~ y'°AIl %w6;'+ t T 4 4j aL4i,"t w t912WSjt 27
RTA 'I+' A 4 3. Il ta P.
t
Apptlmflm oamM Ij*ie ~ ''frz@95W2ti CCPN RESIDERTIAL ISFroI 4I4 i ' (4''.
P t ittY6 MAR@UIS DR ! 4i 4 4 ' [ ; 4
1. Block under knee LL be been garage truaaea t#t M1" 5q4L,~ i; ti
'2. Need engineer repair for bor etl truss ab.vama star nalt tai(, I~YI° 11
(,3. G two plU truss not propertU strapped for uplift
Okay to side and ins Uta te. liter tail) i
11 T/S: 09/3611089 02:68 PM OETPYLOR f5
E-T/S: 09/3012009 02',12 PM DETPYLOR 4i 4 r q;.
~ X71 h Iil'1
F ii#
PA:
tdt h4 ,
51
1~7 374 4! t# i ~ 7 it ' 7 ~ v ~ t~tl 7~} t ~ ,M91
t G i d i 1 4~ I ~Iyy " t#tty t i + i
a^- ~ t #'E I( I i
{~'tl14'i~ f~E@Itpl. Bli';~nc6l~ ~99wu l ~lRaert t,', Reiwoi a Mina Bta i,"y'+`6F'det~'"iau
\RED 10/08/09,..14:08:51 INSPECTION TICKET PAGE 16
-,sett County, ± INSPECTOR: IVR DATE 10/09/09
q,-----------------------------------
ADDRESS 106 MARQUIS DR SUBDIV: GATEGLEXINGTON PHAPARTIA 25LOT
- CONTRACTOR CUMBERLAND HOMES INC PHONE (910) 892-4345
OWNER J & L CONTRACTORS INC PHONE (910) 892-4345
PARCEL 09-9565-02- -0282- -38-
APPL NUMBER: 09-50022126 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : GATE AT LEXINGTON LOT 310
27 W TURN LEFT ON BUFFLAO LAKE RD TURN
LEFT ON NC HWY 87 TURN LEFT ON SAWYER
RD TUR NRIGHT ON MARQUIS DR JB
STRUCTURE: 000 000 46X62 3BDR SLAB W/ GARAGE & PATIO
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
- - - - -
-101 01 7/06/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001790244
7/06/09 AP
B104 01 7/29/09 TI R*BLDG FOUNDATION SURVEY VRU 001801760
7/28/09 CA T/S: 07/28/2009 02:35 PM NTART
B104 02 7/29/09 JB - R*BLDG FOUNDATION SURVEY TIME: 17:00 VRU 001801935
7/29/09 AP T/S: 07/29/2009 08:32 AM JBROCK
T/S: 07/29/2009 08:32 AM JBROCK
A814 01 7/30/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001801950
8/05/09 AP 106 MARQUIS DR LOT 310
CAMERON 28326
T/S: 08/05/2009 01:51 PM TWARD
B103 01 7/30/09 DT R*BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU 001801943
7/30/09 AP T/S: 07/29/2009 08:32 AM JBROCK
7105 01 8/26/09 DT R*OPEN FLOOR VRU 001813283
8/26/09 AP
R425 01 9/30/09 pT"~ FOUR TRADE ROUGH IN VRU 001829221
9/30/09 DA 1. Block under knee wall between garage trusses.
2. Need engineer repair for bored truss above master hall.
3. G two ply truss not properly strapped for uplift.
Okay to side and insulate.
T/S: 09/30/2009 02:08 PM DETAYLOR
T/S: 09/30/2009 02:12 PM DETAYLOR
I129 01 10/07/09 DT R*INSULATION INSPECTION VRU 001832119
10/07/09 CA 1. Per Shawn with TriCity
T/S: 10/07/2009 12:20 PM DETAYLOR
R425 02 10/07/09 DT FOUR TRADE ROUGH IN VRU 001832100
10/07/09 CA 1. Per Shawn with TriCity
T/S: 10/07/2009 12:20 PM DETAYLOR
I129 02 10/09 09 ~T R*INSULATION INSPECTION VRU 001833680
Q
R425 03 10/09/09 TI FOUR TRADE ROUGH IN VRU 001833699
/v D / i
- COMMENTS AND NOTES
T ENGIN EEEEFAING 13Y
•
A MiTek;Affillate
Trenco
n 818 Soundside Rd
Edenton, NC 27932
Re: J93854
J & L/Lot 310 Gates @ Lexington/Hamett
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: E5461404 thruE5461404
My license renewal date for the state of North Carolina is December 31, 2009.
North Carolina COA: C-0844
~N CA%
=0,.FESSI6"-~ P
QP '9C :9
SEAL
030652
99•.FN INEEP..~~Q
October 5,2009
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
t
Il
4
Job, N59 Truss Type ly Y J 9 Lha131a Gtlee ®LexiglorvYlemed
ES4011W
J93854 Ft FLOOR B 1
Job Reference tiannl
.COmebIn., FayedeWle. NC 2830 7.10 t Aup ti 201j I MTek Industrials, Inc. TM1U OC 01 1095'.112008 Pape l
o-t.e
H Imo- pl--41, 2.90 PL&I 1-94 y Its
• Scale: 3/e'=1'
3/4" HOLE IN CENTERLINE OF TOP CHORD
0.6-0
8-0
1.5x3 II 3.4 = 4.4 = axe
t.5x3 = 4x4 = 3.4 = 1.5x3 II 1.5x3 II 15x3 II 1.5x3 II 4x4 44 = 3x4 II 1,54-
1 2 3 4 5 6 ] B B 10 tt 12 13
~23 24 9
21 20 19 1e 17 16 14
3x6 = 4x4 = 3x6 = 3x4 = 4x4 = 3di = 44 = 4,02 = 3x4 =
APPLY 2X4 X 7'- On SPF NO.2 SCAB TO ONE SIDE OF TRUSS,
CENTERED BETWEEN HOLES, WITH CONSTRUCTION QUALITY ADHESIVE AND
1 ROW OF 10d (3" X 0.131") NAILS SPACED 2.0" O.C.
7 I & - &4-4 18-2-12 18Ae 10-90
]d 60 0 0 6{{2 20.0
Plate Offsets IX.YI -1 3 (lul-8 Edda] 118 D-1-II.Ell A bridal
LOADING (Pat) SPACING 2-0-0 cSl DEFL in (IOC) ii L/d PLATES GRIP
TCLL 400 Plates Increase 1.00 TC 0.72 Ven(LL) -0.1818-19 >999 480 MT20 2441190
TCOL 10.0 Lumber Increase 1.00 BC 0.72 Ven(TL) .0.26 19 >768 360
BCLL 0.0 Rep Stress Incr NO WB 0.67 Holz(TL) 0.05 15 his Na
BCDL 5.0 Code IRC2003fTP12002 (Matrix) Weight: 981E
LUMBER BRACING
TOP CHORD 4 X 2 SYP 2850E 2.3E TOP CHORD Structural wood sheathing directly applied or 640 op purlins,
BOT CHORD 4 X 2 SYP No.1 except and verticals.
WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (lb/size) 22.72610-3-8, 15-264610-3-8
Max Gray 22=852(LC 2), 15=2646(LC 1)
FORCES (lo)-Maximum Compression/Maximum Tension
TOP CHORD 1-22=-35/0, 13-14=-115, 1.2=-2/0, 2-3=-176010, 3da-2852/0, 4-5--2852/0, 5-6=-3157/0, 6-7=3157/0, 7-8=-3157/0,
8.9-2580/0, 9.10=-2580/0, 10.11=-1283/1227, 11-12.0/2652, 12-13=012655
BOT CHORD 21-22=0/1063, 2021=OY2424, 1420=0/3107, 18-19=0/3157, 17-18=012963, 16-17=-594/2037, 15-16--1902/460,
14-15=-0/0
WEBS 6-19=314/401, 7.18753/0, 12-15=213/0, 2-22=-133110, 2-21=0/907, 3-21--865/0, 3-20-01546.4-20-105/0,
5.20--3711110,11-15--1621/0,11-16-011243, 10.18=-1201/0,1017=01888, 9.77•-12610,8-17=-76310,
13.15=3012/0,5-19=-6391443,8-18=0/1089
NOTES
1) Unbalanced floor live loads have been Considered for this design.
2) This truss Is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSI/TPI 1.
3) Recommend 2x8 strongbacks, on edge, spaced at 10-0-0 ac and fastened to each truss with 3-104 (0.131" X 3") nails.
Strongbacks to be attached to wells at their outer ends or restrained by other means.
4) CAUTION, Do no erect truss backwards.
5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The designlselatlion of such `x11 x L` ,x L 1 t l f f f I Illxy
connection device(s) is the responsibility of others. A ROl xr
n A
LOAD CASE(S) Standard x FE
1) Flow: Lumber Increase=7.00, Plate Increase=1.00
Uniform Loads (pIN
Vert: 14-22--10, 1-13=-100 = SEAL
Concentrated Loads (lb) - -
Van 13=.i354
= 030652 =
1VG I IN Se" */All
~'9~,k R. LAS~'xxxx:
f 1, I111LS1s
October 5,2009
D gnvpNGf uwordsthniTak connectors, and dial aON TNIB4MI ograsa8a shoiC RN 1,t t, a adi46ail bunch, a 98POR8 f16a. fM^JNP
Design valid tar use only with Miie connectors. This dedgn Is based path, upon porartwlers hovm. and Ii for an IdNaua component.
Appkabaty of ded~ poramainters aM paper incorporation of component Is responslbPiry of Wild., beng.- not true tlellpner. 9raang shown
is for bland sapper/ of iMbbwl vAb members ord, Aadtiond lemparary dating to Innate stability ddrq consM¢Ilon 6 1nemfpan9biAty of lM plAllrk AlAX.nn
Lerector. Additional pears lbmc'ing of the ovemistmctura B MerespomlblGty al the building dialgner. For canard pudance regarding
lobricaf'wn. puallly control storage.delivery. erectlan and bracing. consult ANSIRPII OuaWy Cdaks,DSI.89 and SCSI Building Component 0185oundetda Road
SaM1y IMwmoOen ovalsel tram Trans Pale asslil le. 291 N. Lee Street. SuBa 3 12 Alexandra. VA 22314. Edaden. NL 31832
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PREPAR~)lYAfl,10, 13:58:02 INSPECTION TICKET PAGE 6
Harnett Clolo~uu"nty INSPECTOR: IVR DATE 2/10/10
ADDRESS : 106 MARQUIS DR SUBDIV: GATE@LEXINGTON PHAPARTIA 25LOT
CONTRACTOR < CUMBERLAND HOMES INC PHONE : (910) 892-4345
OWNER J & L CONTRACTORS INC PHONE : (910) 892-4345
PARCEL 09-9565-02- -0282- -38-
APPLNUMBER: 09-50022126 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : GATE AT LEXINGTON LOT 310
27 W TURN LEFT ON BUFFLAO LAKE RD TURN
LEFT ON NC HWY 87 TURN LEFT ON SAWYER
RD TUR NRIGHT ON MARQUIS DR JB
STRUCTURE: 000 000 46X62 3BDR SLAB W/ GARAGE & PATIO
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
B101 01 7/06/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001790244
7/06/09 AP
B104 01 7/29/09 TI R*BLDG FOUNDATION SURVEY VRU 001801760
7/28/09 CA T/S: 07/28/2009 02:35 PM NTART
B104 02 7/29/09 JB R*BLDG FOUNDATION SURVEY TIME: 17:00 VRU 001801935
7/29/09 AP T/S: 07/29/2009 08:32 AM JBROCK
T/S: 07/29/2009 08:32 AM JBROCK
A814 01 7/30/09 TW DRESS CONFIRMATION TIME: 17:00 VRU 001801950
8/05/09 AP - 106 MARQUIS DR LOT 310
CAMERON 28326
T/S: 08/05/2009 01:51 PM TWARD
B103 01 7/30/09 DT R*BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU 001601943
7/30/09 AP T/S: 07/29/2009 08:32 AM JBROCK
B105 01 8/26/09 DT R*OPEN FLOOR VRU 001813283
8/26/09 AP
R425 01 9/30/09 DT FOUR TRADE ROUGH IN VRU 001829221
9/30/09 DA 1. Block under knee wall between garage trusses.
2. Need engineer repair for bored truss above master hall.
3..G two ply truss not properly strapped for uplift.
Okay to side and insulate. -
T/S: 09/30/2009 02:08 PM DETAYLOR
T/S: 09/30/2009 02:12 PM DETAYLOR
I129 01 10/07/09 DT R*INSULATION INSPECTION VRU 001832119
10/07/09 CA 1. Per Shawn with TriCity
T/S: 10/07/2009 12:20 PM DETAYLOR
R425 02 10/07/09 DT FOUR TRADE ROUGH IN VRU 001832100
10/07/09 CA 1. Per Shawn with TriCity
T/S: 10/07/2009 12:20 PM DETAYLOR
I129 02 10/09/09 DT R*INSULATION INSPECTION VRU 001833680
10/09/09 AP
R425 03 10/09/09 DT FOUR TRADE ROUGH IN VRU 001833699
10/09/09 AP
R431 01 2/10/10 TI FOUR TRADE FINAL >2500 VRU 001881150
7 -)(`)-;o
L
OF-- ~ COMMENTS AND NOTES
HARNETT COUNTY
Building Inspections Dept.
108 E. Front St.
Lillington, NC 27546
910-893-7525
DO NOT REMOVE
DATE: 02-10-10
PERMIT # 09-50022126
ADDRESS: 106 marquis Dr.
VIOLATIONS:
1. Install an access to jacuzzi pump
2. Install an intersystem bonding connection at meter
(on all houses)
Harnett County Building Department
Mike Rearic cell# (910) 9844772
PREPARED 2/10/10, 13:58:43 INSPECTION TICKET PAGE 5
;Harnett County INSPECTOR: IVR DATE 2/11/10
- - - - - - - -
ADDRESS . : 106 MARQUIS DR SUBDIV: GATE@LEXINGTON PHAPARTIA 25LOT
CONTRACTOR CU,BERLAND HOMES INC PHONE (910) 892-4345
OWNER J & L CONTRACTORS INC PHONE (910) 892-4345
PARCEL 09-9565-02- -0282- -38-
APPL NUMBER: 09-50022126 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : GATE AT LEXINGTON LOT 310
27 W TURN LEFT ON BUFFLAO LAKE RD TURN
LEFT ON NC HWY 87 TURN LEFT ON SAWYER
RD TUR NRIGHT ON MARQUIS DR JB
STRUCTURE: 000 000 46X62 3BDR SLAB W/ GARAGE & PATIO
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
- - -
-101 01 7/06/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001790244
7/06/09 AP
B104 01 7/29/09 TI R*BLDG FOUNDATION SURVEY VRU 001801760
7/28/09 CA T/S: 07/28/2009 02:35 PM NTART
B104 02 7/29/09 JB R*BLDG FOUNDATION SURVEY TIME: 17:00 VRU 001801935
7/29/09 AP T/S: 07/29/2009 08:32 AM JBROCK
T/S: 07/29/2009 08:32 AM JBROCK
A814 01 7/30/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001801950
8/05/09 AP \106 MARQUIS DR LOT 310
CAMERON 28326
T/S: 08/05/2009 01:51 PM TWARD
B103 01 7/30/09 DT R*BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU 001801943
7/30/09 AP T/S: 07/29/2009 08:32 AM JBROCK
7105 01 8/26/09 DT R*OPEN FLOOR VRU 001813283
8/26/09 AP
R425 01 9/30/09 DT FOUR TRADE ROUGH IN VRU 001829221
9/30/09 DA 1. Block under knee wall between garage trusses.
2. Need engineer repair for bored truss above master hall.
3. G two ply truss not properly strapped for uplift.
Okay to side and insulate.
T/S: 09/30/2009 02:08 PM DETAYLOR
T/S: 09/30/2009 02:12 PM DETAYLOR
I129 01 10/07/09 DT R*INSULATION INSPECTION VRU 001832119
10/07/09 CA 1. Per Shawn with TriCity
T/S: 10/07/2009 12:20 PM DETAYLOR
R425 02 10/07/09 DT FOUR TRADE ROUGH IN VRU 001832100
10/07/09 CA 1. Per Shawn with TriCity
T/S: 10/07/2009 12:20 PM DETAYLOR
I129 02 10/09/09 DT R*INSULATION INSPECTION VRU 001833680
10/09/09 AP
R425 03 10/09/09 DT FOUR TRADE ROUGH IN VRU 001833699
10/09/09 AP
R431 01 2/10/10 FOUR TRADE FINAL >2500 VRU 001881150 INRN 2/10/10 T/S: 02/10/2010 11:11 AM MREARIC
DP install an access to the jacuzzi
install an intersystem bonding terminal at meter
R429 01 2/11/10 TI FOUR TRADE FINAL VRU 001881705
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PREPARED 2/10/10, 13:58:43 INSPECTION TICKET PAGE 6
.Harnett County INSPECTOR: IVR DATE 2/11/10
'ADDRESS . : 106 MARQUIS DR SUBDIV: GATE®LEXINGTON PHAPARTIA 25LOT
CONTRACTOR : CUJ4BERLAND HOMES INC PHONE (910) 892-4345
OWNER S & L CONTRACTORS INC PHONE (910) 892-4345
PARCEL 09-9565-02- -0282- -38-
APPL NUMBER: 09-50022126 CP NEW RESIDENTIAL (SFD)
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
- -
R429 02 2/11/10 TI FOUR TRADE FINAL VRU 001881645
- - COMMENTS AND NOTES - -
~ ~ 16q,., ~b~ ~ S -,4$ ~,J ~.5~ VJ°:.~" 4TM fT r 4. rr^,•!~ r0~'r?:..,:V AiYti
•'~^i'-
COUNTY OF,HARNETT
DEPARTMENT OF BUILDING INSPECTION•
AND PLANNING/DEVELOPMENT
CERTIFICATE LOP. OCCUPANCY
This certificate issued pursuant to the requirements of Section 105 of the North Carolina State Building
Code and the Hamett County Zoning Ordinance oertdies at the time of issuance this structure was in
compliance with the various ordinances of the County of Hamett regulating development and building
construction oLuse. For the following:
Use Classification: ~S j L~eY~ F I tw Conditional Use Permit No.:
Type of Construction: Building Permit No.: _(o
Owner of Building: Mh « ~ar~ _'.~y~ ~e S Electrical Permit No.:.
Building Address: 1i r Insulation Permit No.: O
Zoning District: Plumbing Permit No.:
Zoning Permit No.: Mach. Permit No.: p
Date: Envic C.O. No.:
-j
r r Building ' ~ Zoning Official ILI