INSPECTIONS
PREPARED 8/07/09, 13:58:40 INSPECTION TICKET PAGE 31
Harnett County INSPECTOR: IVR DATE 8/10/09
ADDRESS . : 141 CULPEPPER RD SUBDIV: THE GATE @ LEXINGTON 159LOTS
CONTRACTOR CAVINESS LAND DEVELOPMENT PHONE (919) 481-0503
OWNER CAVINESS LAND DEVELOPMENT PHONE (910) 481-0503
PARCEL 09-9565-07- -0282- -46-
APPL NUMBER: 09-50022553 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : GATE Q LEXINGTON #46
TAKE 27W, T/L ON HWY 875. T/L ON SAWYER
RAOD. AT STOP SIGN T/R ON MARQUIS. T/R
ON REGIMENTAL. T/L ON CULPEPPER RD.
****PWR CO: WAITING ON CUS****
T/S: 07/30/2009 11:43 AM RDCONTE
STRUCTURE: 000 000 60X50 SLAB 4BD/3BA W/GAR/DECK & FIN BN
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 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 8/10/09 R*BLDG FOOTING / TEMP SVC POLE VRU 001806503
COMMENTS AND NOTES
PREPARED 8/25/09, 14:00:49 INSPECTION TICKET PAGE 25
Harnett County INSPECTOR: IVR DATE 8/26/09
ADDRESS . : 141 CULPEPPER RD SUBDIV: THE GATE Q LEXINGTON 159LOTS
CONTRACTOR CAVINESS LAND DEVELOPMENT PHONE (919) 481-0503
OWNER CAVINESS LAND DEVELOPMENT PHONE (910) 481-0503
PARCEL 09-9565-07- -0262- -46-
APPL NUMBER: 09-50022553 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : GATE @ LEXINGTON #46
TAKE 27W, T/L ON HWY 875. T/L ON SAWYER
RAOD. AT STOP SIGN T/R ON MARQUIS. T/R
ON REGIMENTAL. T/L ON CULPEPPER RD.
****PWR CO: WAITING ON CUS****
T/S: 07/30/2009 11:43 AM RDCONTE
STRUCTURE: 000 000 60X50 SLAB 4BD/3BA W/GAR/DECK & FIN EN
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 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 8/10/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001806503
8/10/09 AP
B104 01 6/19/09 DJ R*BLDG FOUNDATION SURVEY TIME: 17:00 VRU 001811413
8/20/09 AP T/S: 08/19/2009 02:22 PM RDCONTE
T/S: 08/20/2009 12:45 PM DJOHNSON
A614 01 8/22/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001812031
T/S: 08/20/2009 03:13 PM DJOHNSON
B103 01 8/26/09 TI R*BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU 001813088
qjZ~,fOl A0 (17 T/S: 08/24/2009 04:54 PM NTART
T/S: 08/25/2009 11:26 AM NTART
COMMENTS AND NOTES
PREPARED 8/31/09, 13:59:27 INSPECTION TICKET PAGE 25
Harnett County INSPECTOR: IVR DATE 9/01/09
ADDRESS . : 141 CULPEPPER RD SUBDIV: THE GATE @ LEXINGTON 159LOTS
CONTRACTOR CAVINESS LAND DEVELOPMENT PHONE (919) 481-0503
OWNER CAVINESS LAND DEVELOPMENT PHONE (910) 481-0503
PARCEL 09-9565-07- -0282- -46-
APPL NUMBER: 09-50022553 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : GATE @ LEXINGTON #46
TAKE 27W, T/L ON HWY 875. T/L ON SAWYER
RAOD. AT STOP SIGN T/R ON MARQUIS. T/R
ON REGIMENTAL. T/L ON CULPEPPER RD.
****PWR CO; WAITING ON CUS****
T/S: 07/30/2009 11:43 AM RDCONTE
STRUCTURE: 000 000 60X50 SLAB 4BD/3BA W/GAR/DECK & FIN BN
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 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 8/10/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001806503
8/10/09 AP
B104 01 8/19/09 DJ R*BLDG FOUNDATION SURVEY TIME: 17:00 VRU 001811413
8/20/09 AP T/S: 08/19/2009 02:22 PM RDCONTE
T/S: 08/20/2009 12:45 PM DJOHNSON
A814 01 8/22/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001812031
T/S: 08/20/2009 03:13 PM DJOHNSON
B103 01 8/26/09 DT R*BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU 001813088
8/26/09 AP T/S: 08/24/2009 04:54 PM NTART
T/S: 08/25/2009 11:26 AM NTART
P309 01 9/01/09 TT n R*PLUMB UNDER SLAB VRU 001815450
!a /I tol bc
-------/-'f-'~-'------------- COMMENTS AND NOTES
PREPARED 9/02/09, 13:59:34 INSPECTION TICKET PAGE 34
Harnett County" INSPECTOR: IVR DATE 9/03/09
ADDRESS . : 141 CULPEPPER RD SUBDIV: THE GATE Q LEXINGTON 159LOTS
CONTRACTOR CAVINESS LAND DEVELOPMENT PHONE (919) 481-0503
OWNER CAVINESS LAND DEVELOPMENT PHONE (910) 481-0503
PARCEL 09-9565-07- -0282- -46-
APPL NUMBER: 09-50022553 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : GATE @ LEXINGTON #46
TAKE 27W, T/L ON HWY 67S. T/L ON SAWYER
RAOD. AT STOP SIGN T/R ON MARQUIS. T/R
ON REGIMENTAL. T/L ON CULPEPPER RD.
****PWR CO: WAITING ON CUS****
T/S: 07/30/2009 11:43 AM RDCONTE
STRUCTURE: 000 000 6OX50 SLAB 4BD/3BA W/GAR/DECK & FIN IN
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 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 8/10/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001806503
8/10/09 AP
B104 01 8/19/09 DJ R*BLDG FOUNDATION SURVEY TIME: 17:00 VRU 001811413
8120109 AP T/S: 08/19/2009 02:22 PM RDCONTE
T/S: 08/20/2009 12:45 PM DJOHNSON
A814 01 8/22/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001812031
T/S: 08/20/2009 03:13 PM DJOHNSON
B103 01 8/26/09 DT R*BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU 001813088
8/26/09 AP T/S: 08/24/2009 04:54 PM NTART
T/S: 08/25/2009 11:26 AM NTART
P309 01 9/01/09 DT R*PLUMB UNDER SLAB VRU 001615450
9/01/09 AP
B111 01 3/09 T_I R*BLDG SLAB INSP VRU 001816823
-----J`-J----------- COMMENTS AND NOTES
l
PREPARED 10/07/09, 13:58:31 INSPECTION TICKET PAGE 21
OUnty INSPECTOR: IVR DATE 10/08/09
Harnett.
- - - - -
ADDRESS . : 141 CULPEPPER RD SUBDIV: THE GATE @ LEXINGTON 159LOTS
CONTRACTOR CAVINESS LAND DEVELOPMENT PHONE (919) 481-0503
OWNER CAVINESS LAND DEVELOPMENT PHONE (910) 481-0503
PARCEL 09-9565-07- -0282- -46-
APPL NUMBER: 09-50022553 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : GATE @ LEXINGTON #46
TAKE 27W, T/L ON HWY 875. T/L ON SAWYER
RAOD. AT STOP SIGN T/R ON MARQUIS. T/R
ON REGIMENTAL. T/L ON CULPEPPER RD.
****PWR CO: WAITING ON CUS****
T/S: 07/30/2009 11:43 AM RDCONTE
STRUCTURE: 000 000 60X50 SLAB 4BD/3BA W/GAR/DECK & FIN BN
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 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 8/10/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001806503
8/10/09 AP
B104 01 8/19/09 DJ R*BLDG FOUNDATION SURVEY TIME: 17:00 VRU 001811413
8/20/09 AP T/S: 08/19/2009 02:22 PM RDCONTE
T/S: 08/20/2009 12:45 PM DJOHNSON
A814 01 8/22/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001812031
9/04/09 AP T/S: 08/20/2009 03:13 PM DJOHNSON
141 CULLPEPPER RD LOT 46
CAMERON 28326
T/S: 09/04/2009 01:42 PM TWARD
B103 01 8/26/09 DT R*BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU 001813088
8/26/09 AP T/S: 08/24/2009 04:54 PM NTART
T/S: 08/25/2009 11:26 AM NTART
P309 01 9/01/09 DT R*PLUMB UNDER SLAB VRU 001815450
9/01/09 AP
8111 01 9/03/09 DT R*BLDG SLAB INSP VRU 001816823
9/03/09 AP
R425 01 10/08/09 la ~ FOUR TRADE ROUGH IN VRU 001832814
-iwlto COMMENTS AND NOTES -
'lf~aptY:aiifbb~f{i~^ti (~~E. fl','71Si71 intlleT,.ti-n .d ~,~-,a(t'E~I rot ,'a ..,,'SIC i",~, H E n
~t 1 }2 z e 4*~ $ 1 ~'tjm ~ r 1 P yP~
~ ~ ~~~-V~#~~$E1~- Eliln_ YET a sx.~~ t ~ ~_1 ~76'gPl2d8 ?110.W~i{.~
{tt- (E'.'9`~(g93002 3Lp NEWPESIDEpTIdL ~SFD) ~i~ (j & ( ~yl
APPllcetlah,wnbst typyya,l "10I
Mppsly edbeae ',+°T ''y ")'i' Qtl CULPEPPEEPD~I'l
front porcM1 Yi FM~1 lIlEly1E~C
,1. Ho receptacle or
Mlesing nell guartla for plumbing 1 laundry room. tt Eta pq
" 3. Mlss ing o for foundation bolts
a. Missing fire caulk for three inch drain in great room. aid
5 Truss documents incomplete and out of order. fp ' Pf
fit no Need engineer repair for trusses in great room bared for (t~ iE y'' C(1y
p, n p
t$ 7. Miss,no plumbing boots S +'ae E~~Ij?L1 1 t~j
Ip Inapec lion cancel led
(5 T/5 18/80/2009 11 13 AM OETRVLOP si
jpT15 10/00/2699 Dl DB PM DETRYLDR -
L p nit, s ! rit d ~I 'X m 1 p. 11Ii'
~ i tj N 1 } ( } ' 4~ 1F { 1 GI i* li v
t ~lT ( 1 ea i Er 11 W$. YI a(p i'i -~ic t l~ 11 bi§ ~ 1 i
~i ac'(F !~"enn'~ I~:rs~at, ~ "'saw ~1PVart It Qdst. ~Dm: atmfp {E,fka; AeEaulty
i1Er.L7..u+u
duLuua~w~ l 7 ~Eua+
'.-;PREPARED 10/12/09, 13:59:14 INSPECTION TICKET PAGE 34
Harnett t_ountp INSPECTOR: IVR DATE 10/13/09
:----1------------------------ - - - - - -
ADDRESS . : 141 CULPEPPER RD SUBDIV: THE GATE @ LEXINGTON 159LOTS
CONTRACTOR 1AVINESS LAND DEVELOPMENT PHONE (919) 481-0503
-DINER CAVINESS LAND DEVELOPMENT PHONE (910) 481-0503
PARCEL 09-9565-07- -0282- -46-
APPL NUMBER: 09-50022553 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : GATE @ LEXINGTON #46
TAKE 27W, T/L ON HWY 875. T/L ON SAWYER
RAOD. AT STOP SIGN T/R ON MARQUIS. T/R
ON REGIMENTAL. T/L ON CULPEPPER RD.
****PWR CO: WAITING ON CUS****
T/S: 07/30/2009 11:43 AM RDCONTE
STRUCTURE: 000 000 60X50 SLAB 4BD/3BA W/GAR/DECK & FIN BN
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 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 8/10/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001806503
8/10/09 AP
3104 01 8/19/09 DJ R*BLDG FOUNDATION SURVEY TIME: 17:00 VRU 001811413
8/20/09 AP T/S: 08/19/2009 02:22 PM RDCONTE
T/S: 08/20/2009 12:45 PM DJOHNSON
A814 01 8/22/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001812031
9/04/09 AP T/S: 08/20/2009 03:13 PM DJOHNSON
141 CULLPEPPER RD LOT 46
CAMERON 28326
T/S: 09/04/2009 01:42 PM TWARD
B103 01 8/26/09 DT R*BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU 001813088
8/26/09 AP T/S: 08/24/2009 04:54 PM NTART
T/S: 08/25/2009 11:26 AM NTART
P309 01 9/01/09 DT R*PLUMB UNDER SLAB VRU 001815450
9/01/09 AP
Bill 01 9/03/09 DT R*BLDG SLAB INSP VRU 001816823
9/03/09 AP
R425 01 10/08/09 FOUR TRADE ROUGH IN VRU 001832814
10/08/09 DP 1. No receptacle for front porch.
2. Missing nail guards for plumbing in laundry room.
3. Missing nuts for foundation bolts.
4. Missing fire caulk for three inch drain in great room.
5. Truss documents incomplete and out of order.
6. Need engineer repair for trusses in great room bored for
plumbing.
7. Missing plumbing boots.
Inspection cancelled.
T/S: 10/08/2009 11:13 AM DETAYLOR
T/S: 10/08/2009 01:08 PM DETAYLOR
R427 01 0113/09 ,TI FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001835792
P(Ijus _y T/S: 10/12/2009 01:52 PM NTART
COMMENTS AND NOTES
~~A/fz ~r Tvf~,
' 514GINEERING BY
CO
A MiTek Affiliate
Trenco
818 Soundside Rd
Edenton, NC 27932
Re: J93626
Cav & Cates/Lot 46 Gates at Lex/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: E5450399 thruE5450400
My license renewal date for the state of North Carolina is December 31, 2009.
North Carolina COA: C-0844
OP~ EssrRO~%•~'
SEAL
030652
9q N, 1NE- x
September 22,2009
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.
Job , TN as maa We ty Ply Cava Cridisi 98 Gates at LexlHeme6
- p E5450199
J93626 At ATTIC B 1
Job Reference o ek
Conti Ina, FayeBeville , NO 26306 ].140 sAUp 17 1009 MiTak Ind
IntluaNes, Inc. Tua Sep 2409.19:3] 2008 Pape 1
-2- 6-1-12 4f5 633 7-612 7-0-12 11%11 5-109 -2 -
REFER TO DRAWING E5450400 FOR REPAIR DETAILS 8x8 = scale=1:92.2
7
8.00 12 3W =
34-
3.10 II 6 8 3.10 II
5 p 6.8
3.4 II 10
zz
4.00 12 10.10 34
~i
4 11
6x3 21
3
SxB =
2
n12
d d
19 18 17 18 15 14 5x8 =
34 II 5x8 = 6x8 10x10 =
10x10 =
6x8 =
6Ut2 108-1 1611-4 i 24-0.0 I 31.0.12 42-60
2 7-0-12 7-0-12 5-1&0
plate OHaets l~Y1120-4-00.2.10Lf180.3-BO-2-6)
LOADING (par) SPACING 2-0-0 CSI DEFL in (loo) Ildeil Lid PLATES GRIP
TCLL 20.D Plates Increase 1.00 TC 0.77 Ven(LL) -0.38 15-16 >999 360 MT20 2441190
TCDL 10.0 Lumber Increase 1.15 BC 0.81 Ven(TL) -0.72 15-16 >598 240
BCLL 0.0 Rep Stress Ina YES W3 0.61 Holz(TL) 0.05 12 n/a Na
BCOL 10.0 Code IRC2003rrP12002 (Matrix) Attic -0.23 15-16 732 360 Weight: 3861b
LUMBER BRACING
,TOP CHORD 2 X 8 SYP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 3-6-8 Go purlins.
1-4: 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
BOT CHORD 2 X 10 SYP No.1 WEBS 1 Row at midpl 6-20,8.20
WEBS 2 X 4 SYP No.3'Except' JOINTS 1 Brace at Ale): 20
3-18,6-8:2 X 4 SYP No 2, 5-16,945: 2 X 6 SYP No.1 MiTek recommends that Stabilizers and required cross bracing
be Installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS (lb/size) 19=299310-3-9, 12=231310-3-8
Max Horz 19=445(LC 4)
Max Uplift 19=382(LC 5), 12=-145(LC B)
FORCES (Is) - Maximum CompraseioNMaximum Tension
TOP CHORD 1-2-0/33, 2.3=-7561657, 3-4=-239510, 4-5=3413/0, 5-6=-2516/80, 6-7=-70/198, 7-8=-561207, 8-9=-2504/64,
311=-345010, 11-12=-3834/54,12-13-0/32
BOT CHORD 2-19=-5621811, 18-19=-582/1008, 16-18=012332, 15-16=0/2640,12-15=013095
WEBS 3-19=-2341/293,3-18=-212/3038,4-18=-18051222,4-16=5421423,5-16=0/1228,7-20=01253, 315=011385,
6-20=-2864172,8-20=-2864/72,11-15081313
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-02; 100mph; TCDL=6.Opaf BCDL-5.Opsf; hii Cat. 11; Exp C; encloseQ MWFRS (low-rise) gable and zone and
C-C Intenor(1) zone', cantilever left exposed ;C-C for members and forces 8 MWFRS for reactions shovm; Lumber DOL=1.60 plate
grip DOL=1.60
`t t 111 I I I 1 r i l y r r
3) ' This truss has been designed for a live load of 20.01 on the bottom chord in all areas with a clearance greeter than 6-0-0
between the bottom chord and any other members. x` H CAR xe
4) Ceiling dead load (10.0 pi on member(s), 4-5, 5-6, 8-9, 6-20, 8-20 O
5) Bottom chord live load (40.0 pit and additional bottom chord dead load 10.0 pat) applied only to room. 15-16 O
6) Provide mechanical connection (by others) of truss to bearing plate capable or withstanding 392 lb uplift at joint 19 and 14512- uplift
in joint 12.
7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and
referenced standard ANSVTPI 1. SEAL
B) Aftic room checked for L/360 deflection, _ 03652
LOAD CASE(S) Standard T
~tk R. Usi
rRSl11111t
September 22,2009
A
Appgan l Valid JoraaOause omy Wit o i Mlfex parn Coonnnn eciprand nb SBBD decIaAT88l is based any upon parameters sshaven. meters hi and 6PSA8NC8 is for PAG8Na14TJ res. to RS U2-& rN[IN O
d onry pr e f c only upgneIr- not true tides g9 component
nent.
Apploot, ealyalesign porfeclud rsone opr in. Additinoonal c lemomponent is
br¢cing to toing iinsur ofbeddingtlesistcol teriab.Bmairq shown
it I., lprl ptaraldipporl permanent web me of findonlyry struct responsibility ulding stability or general is the of the AMIISe AIAIIa in
earn. Additional bracing of the overall among, Quain designer, For ellce repartl4.let, li WomenWomeWomen. ly pvoibbla hom ss amonly c%nsilp from Trrvust Plate late e Instllrasute, ion a 2BI nd N antl Lee is thStreaet Suitsute 31A 2 N of the Alexantlria SI/Rdird VA 2231 VA 22314. crisis, DSO-89 and general B1 BCSIBWI4Mp C¢mponanl B16aolnNO2ROW
$
Salary . Lee 3lr, Etlenlon, NO 2]632
Job. fuss m38 ype N ly CevBCatealLOt l6 Gets$ at La4Hanwtl
E5450400
J93628 A3 ATTIC 8 1
Job Reference t001i0na0
COmtecM1, Inc., Feyedeville, NC 28309 ].1405 AUg 1720109 MiTek lnlusiree, Inc. iue Sep 2Z 09:19.382D09 Pagel
S&3 10.11-d 1,33-151 140. - - -
56-3 5-2-1 2-411 4-41 4.41 Z-L11 52.1 5-9-3 -Z-8
64 = Scele = 181.2
2.25" HOLE IN BOTTOM CHORD
8.0o 1 6 BOTTOM EDGE OF HOLE IS
3 -1/6" UP FROM BOTTOM EDGE OF BTTOM CHORD.
6x6 1 / 64
5x12 d 5
C
5z8 ~i 502
4 18 6 5x8 O
3 3.4 II 9
a 19 20
3.4 3.4
i
2 10
3-aD
1 n
~t 12
5x6 = 17 6 15 14 13 5x8 =
axe
64 =
_ 6x6 =
APPLY 2X4 X 6'-0" SPF NO.2 SCAB TO ONE SIDE OF TRUSS APPLY 2X4 X 6-0"SPF NO.2 SCAB RIPPED TO 0-3-1 TO ONE SIDE OF TRUSS
CENTERED ON HOLE WITH 2 ROWS OF 10d (3" X 0.131") NAILS CENTERED ON HOLE WITH 2 ROWS OF 10d (3" X 0.131") NAILS
SPACED 3.0" O.C. SPACED 3.0" O.C.
5&] 1111-4 1 14-104 11o-1l 311-,3 3e-o-o
1.3 5-2-1 ~11-0 10-2-11 5-g-3
LOADING (psN SPACING 2-0-0 CSI DEFL in (loo) Vdefl Ud PLATES GRIP
TCLL 20.D Plates Increase 1.00 TC 0.66 Vert(LL) -0.40 14-15 >632 360 MT20 244/190
TCDL 10Z Lumber Increase 1.15 BC 0.75 Vei -0.6714-15 >373 240
BCLL 0.0 Rep Stress Incr YES M 0.54 Horz(TL) 0.04 11 IVs We
BCOL 10.0 Code IRC2003/TPI2002 (Matrix) Attic 0.18 15-16 541 360 Weight. 3251b
LUMBER BRACING
TOP CHORD 2 X 6 SYP SS *Except* TOP CHORD Structural wood sheathing directly applied or 4.1-0 oc purling.
1-3,9-12: 2 X 6 SYP No.1 BOT CHORD Rigid coiling directly applied or 8-1-14 oc bracing.
BOT CHORD 2 X 10 SYP No .1 JOINTS 1 Brace at JI(s): 18
WEBS 2 X 4 SYP No 2 'Except*
4-16,8-14: 2 X 6 SYP No. 1, 6-18,2-16,10-14: 2 X 4 SYP Ni
REACTIONS (Iblsize) 1=14731Machanical, 11=1780/0.3-8, 15=1376/0.3-8
Max Hom 1=-435(LC 3)
Max Uplift 1=124(LC 5), 11=216(LC 6).15=-52(LC 4)
Max Grav 1=1473(LC 1), 11=1780(LC 1), 15=1467(LC 10)
FORCES (to) - Maximum CompressionlMaximum Tension
TOP CHORD 1-2=-23401175,2-4=-20531131,4.5=-16851199, 5-6=-322151,6-7=-258179, 7-B=-1621/202,8-10=-2163/128,
10-11=-25191193, 11-12=0/33
BOT CHORD 1-16=83/1843, 1516=011610, 14.15=0/1610,11.14-.1912049
'WEBS 5-18=-15141244, 7-18=-15141244,4-16=-1781547,8-14=01672,6-18=0/156,2.16=-3151299, 10-14=-579/286
NOTES
1) Unbalanced roof live loads have been considered for this design,
2) Will ASCE 7-02; 100mph; TCDLs 6.Opsf, BCDL-5.0psf; h=158; Cat. II; Exp C; enclosed; MMRS (low-rise) gable end zone and
L 1 I n f i l
C-C Inu ior(1) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 A~11 .Q r t r ry y
3) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas with a clearance greeter than 6-0-0 RQ A
between the bottom chord and any other members. x xO~ E" 4/
4) Ceiling dead load (10.0 per, on member(s). 4-5, 7-8, 518, 7-16 ~1 F ti•.
5) Bottom chord live load (40.0 psi and additional bottom chord dead load (10.0 PSI) applied only to room. 1516, 14.15 Q
6) Refer to girder(s) for truss to truss connections.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1241b uplift at joint 1, 2161b uplift at _ SEAL
joint 11 and 52 lb uplift at joint 15. -
8) This truss Is designed in accordance with the 2003 International Residential Cade sections R502.11.1 and R802.10.2 and - 030652 -
referenced standard ANSI/-P11.
9) Attic room checked for L/360 deflection. '
LOAD CASE(S) Standard q .GINE•.••'~x(`
rrrtrllltl'
September 22,2009
®WARwliki {fyd®Iga pasnsMen sad READ wn]Sa ON1HISAHI3 rACl(R380 MSSKRE'faRHML'II PAGE IIL 14TJ rev. IO Y18 )IbpOlElr USB. ~rut:INyFnIMiBv
i building Component.
Design valid far use anry It Mitek conneclon This design Is based only upon parometers shown . and is for on ndividual
Applicability of design pammenle's and proper incorporation of component is respamibiityof building designer net train designer. Bmcingshown
is for lateral support of individual web members only. Additional temporary bracing to Insure stobllty car conshuarlon is Ite, esponsll of the
MI1eF A1fflA la
actor. Addltianal permanent bracing of iM1e overall strucNre is tte responzblliry of the bulltling designer. FOrgen<ragudonceregording
loorkoeon. quality control, storage, delivery, creation and bracing, consult AN5I9PII Quality CrOari DSO-81 and SCSI Building Companenl 818 Scannell anal
Safety Nomination o railable tom Loss Plate Ifr iMe. 281 N. Lee Street Suite 312, Als.,i a, VA 22311. Edenton, NC 27932
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3. 3 inch drain not oaWkatl kf (i4l~i it 53
a, naetl strap far D trues I'l T/S: 1D/13/2009 04.84 PM pETRYLOP - f£I (1 ±'414~1{q 1fl
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PREPARED 10/14/09, 8:06:32 INSPECTION TICKET PAGE 1
Harnett County INSPECTOR: IVR DATE 10/14/09
ADDRESS . : 141 CULPEPPER RD SUBDIV: THE GATE @ LEXINGTON 159LOTS
CONTRACTPT CAVINESS LAND DEVELOPMENT PHONE (919) 481-0503
OWNER CAVINESS LAND DEVELOPMENT PHONE (910) 481-0503
PARCEL 09-9565-07- -0282- -46-
APPL NUMBER: 09-50022553 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : GATE @ LEXINGTON #46
TAKE 27W, T/L ON HWY 875. T/L ON SAWYER
RAOD. AT STOP SIGN T/R ON MARQUIS. T/R
ON REGIMENTAL. T/L ON CULPEPPER RD.
****PWR CO: WAITING ON CUS****
T/S: 07/30/2009 11:43 AM RDCONTE
STRUCTURE: 000 000 60X50 SLAB 4BD/3BA W/GAR/DECK & FIN BN
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
13101 01 8/10/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001806503
8/10/09 AP
B104 01 8/19/09 DJ R*BLDG FOUNDATION SURVEY TIME: 17:00 VRU 001811413
8/20/09 AP T/S: 08/19/2009 02:22 PM RDCONTE
T/S: 08/20/2009 12:45 PM DJOHNSON
A814 01 8/22/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001812031
9/04/09 AP T/S: 08/20/2009 03:13 PM DJOHNSON
141 CULLPEPPER RD LOT 46
CAMERON 28326
T/S: 09/04/2009 01:42 PM TWARD
B103 01 8/26/09 DT R*BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU 001813088
6/26/09 AP T/S: 08/24/2009 04:54 PM NTART
T/S: 08/25/2009 11:26 AM NTART
P309 01 9/01/09 DT R*PLUMB UNDER SLAB VRU 001815450
9/01/09 AP .
B111 01 9/03/09 DT R*BLDG SLAB INSP VRU 001816823
9/03/09 AP
R425 01 10/08/09 DT FOUR TRADE ROUGH IN VRU 001832814
10/08/09 DP 1. No receptacle for front porch.
2. Missing nail guards for plumbing in laundry room.
3. Missing nuts for foundation bolts.
4. Missing fire caulk for three inch drain in great room.
5. Truss documents incomplete and out of order.
6. Need engineer repair for trusses in great room bored for
plumbing.
7. Missing plumbing boots. -
Inspection cancelled. T/S: 10/08/2009 11:13 AM DETAYLOR
T/S: 10/08/2009 01:08 PM DETAYLOR 1
R427 01 10/13/09 DT FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001835792
10/13/09 DA T/S: 10/12/2009 01:52 PM NTART
1. Still missing nuts on two foundation bolts.
2. No drain test and less than 100 psi on water line.
- - - CONTINUED ONTO NEXT PAGE - - - - -
PREPARED 10/14/09, 8:06:32 INSPECTION TICKET PAGE 2
Harnett County INSPECTOR: IVR DATE 10/14/09
ADDRESS . : 141 CULPEPPER RD SUBDIV: THE GATE ® LEXINGTON 159LOTS
CONTRACTOR CAVINESS LAND DEVELOPMENT PHONE (919) 481-0503
OWNER CA'VINESS LAND DEVELOPMENT PHONE (910) 481-0503
PARCEL 09-9565-07- -0282- -46-
APPL NUMBER: 09-50022553 CP NEW RESIDENTIAL (SFD)
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
- - - -
3. 3 inch drain not caulked.
4. Need strap for D truss.
T/S: 10/13/2009 04:04 PM DETAYLOR
R427 02 10/14/09 TI FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001836592
roT(o9 br T/S: 10/14/2009 08:06 AM NTART
COMMENTS AND NOTES
r~
i;
PR7PAREDW10/15/09, 14:00:30 INSPECTION TICKET PAGE 18
Harnett County INSPECTOR: IVR DATE 10116109
ADDRESS . : 141 CULPEPPER RD SUBDIV: THE GATE @ LEXINGTON 159LOTS
CONTRACTOR C.AVINEFS LAND DEVELOPMENT PHONE (919) 481-0503
OWNER CAVINESS LAND DEVELOPMENT PHONE (910) 481-0503
PARCEL 09-9565-07- -0282- -46-
APPL NUMBER: 09-50022553 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : GATE @ LEXINGTON #46
TAKE 27W, T/L ON HWY 875. T/L ON SAWYER
RAOD. AT STOP SIGN T/R ON MARQUIS. T/R
ON REGIMENTAL. T/L ON CULPEPPER RD.
****PWR CO: WAITING ON CUS****
T/S: 07/30/2009 11:43 AM RDCONTE
STRUCTURE: 000 000 60X50 SLAB 4BD/3BA W/GAR/DECK & FIN BN
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 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 8110109 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001806503
8/10/09 AP
B104 01 8/19/09 DJ R*BLDG FOUNDATION SURVEY TIME: 17:00 VRU 001811413
8/20/09 AP T/S: 08/19/2009 02:22 PM RDCONTE
T/S: 08/20/2009 12:45 PM DJOHNSON
A814 01 8/22/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001812031
9/04/09 AP T/S: 08/20/2009 03:13 PM DJOHNSON
141 CULLPEPPER RD LOT 46
CAMERON 28326
T/S: 09/04/2009 01:42 PM TWARD
B103 01 8/26/09 DT R*BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU 001813088
8/26/09 AP T/S: 08/24/2009 04:54 PM NTART
T/S: 08/25/2009 11:26 AM NTART
P309 01 9/01/09 DT R*PLUMB UNDER SLAB VRU 001815450
9/01/09 AP
B111 01 9/03/09 DT R*BLDG SLAB INSP VRU 001816823
9/03/09 AP
R425 01 10/08/09 DT FOUR TRADE ROUGH IN VRU 001832614
10/08/09 DP 1. No receptacle for front porch.
2. Missing nail guards for plumbing in laundry room.
3. Missing nuts for foundation bolts.
4. Missing fire caulk for three inch drain in great room.
5. Truss documents incomplete and out of order.
6. Need engineer repair for trusses in great room bored for
plumbing.
7. Missing plumbing boots.
Inspection cancelled.
T/S: 10/08/2009 11:13 AM DETAYLOR
T/S: 10/08/2009 01:08 PM DETAYLOR
R427 01 10/13/09 DT FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001835792
10/13/09 DA T/S: 10/12/2009 01:52 PM NTART
1. Still missing nuts on two foundation bolts.
2. No drain test and less than 100 psi on water line.
3. 3 inch drain not caulked.
CONTINUED ONTO NEXT PAGE
PRJPARED~10/15/09, 14:00:30 INSPECTION TICKET PAGE 19
Harnett County INSPECTOR: IVR DATE 10116109
ADDRESS . : 141 CULPEPPER RD SUBDIV: THE GATE @ LEXINGTON 159LOTS
CONTRACTOR PAVINESS LAND DEVELOPMENT PHONE (919) 481-0503
OWNER CAVINESS LAND DEVELOPMENT PHONE (910) 481-0503
PARCEL 09-9565-07- -0282- -46-
APPL NUMBER: 09-50022553 CP NEW RESIDENTIAL (SFD)
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
4. Need strap for D truss.
T/S: 10/13/2009 04:04 PM DETAYLOR
R427 02 10/14/09 DT FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001836592
10/14/09 AP T/S: 10/14/2009 08:06 AM NTART
I129 01 10/1 /09 TI , R*INSULATION INSPECTION VRU 001837640
COMMENTS AND NOTES
_ ❑ x
FtnRRSnsa. Hay ~y
'I®~ .!13k7 l i his H7'E 10 rdm 11OR27AM.I
Application nurnber,type 09 SM22553 CP NEW RESIDENUAL(SFDI -
Property address` 141 CULPEPPER RD
1. Where R-30 is used in ceiling at master bathroom, it
must extend all the way over the top plate. No insulation
baffles. See Residential Code N1182.2.1
T/S: 10/16/2889 11:83 AM DETRVLOR
I.!'itj
Fait Cwuml J gj~g IP jmert palate ~,.Iime atamP S! detamts
PREPARED 10/16/09, 14:09:48 INSPECTION TICKET PAGE 21
Harnett County INSPECTOR: IVR DATE 10/19/09
- -
ADIRESS . : 141 CULPEPPER RD SUBDIV: THE GATE @ LEXINGTON 159LOTS
CONTRACTOR : CAVINESS LAND DEVELOPMENT PHONE : (919) 481-0503
OWNER : CAVINESS LAND DEVELOPMENT PHONE : (910) 481-0503
PARCEL : 09-9565-07- -0282- -46-
APPL NUMBER: 09-50022553 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : GATE @ LEXINGTON #46
TAKE 27W, T/L ON HWY 875. T/L ON SAWYER
RAOD. AT STOP SIGN T/R ON MARQUIS. T/R
ON REGIMENTAL. T/L ON CULPEPPER RD.
****PWR CO: WAITING ON CUS****
T/S: 07/30/2009 11:43 AM RDCONTE
STRUCTURE: 000 000 60X50 SLAB 4BD/3BA W/GAR/DECK & FIN BN
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . : SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . : COUNTY
PERMIT: CPSF 00 CP • SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/CO MENTS
-
B101 01 8/10/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001806503
8/10/09 AP
B104 01 8/19/09 DJ R*BLDG FOUNDATION SURVEY TIME: 17:00 VRU 001811413
8/20/09 AP T/S: 08/19/2009 02:22 PM RDCONTE
T/S: 08/20/2009 12:45 PM DJOHNSON
A814 01 8/22/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001812031
9/04/09 AP T/S: 08/20/2009 03:13 PM DJOHNSON
141 CULLPEPPER RD LOT 46
CAMERON 28326
T/S: 09/04/2009 01:42 PM TWARD
B103 01 8/26/09 DT R*BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU 001813088
8/26/09 AP T/S: 08/24/2009 04:54 PM NTART
T/S: 08/25/2009 11:26 AM NTART -
P309 01 9/01/09 DT R*PLUMB UNDER SLAB VRU 001815450
9/01/09 AP
8111 01 9/03/09 DT R*BLDG SLAB INSP VRU 001816823
9/03/09 AP
R425 01 10/08/09 DT FOUR TRADE ROUGH IN VRU 001832814
10/08/09 DP 1. No receptacle for front porch.
2. Missing nail guards for plumbing in laundry room.
3. Missing nuts for foundation bolts.
4. Missing fire caulk for three inch drain in great room.
5. Truss documents incomplete and out of order.
6. Need engineer repair for trusses in great room bored for
plumbing.
7. Missing plumbing boots.
Inspection cancelled.
T/S: 10/08/2009 11:13 AM DETAYLOR
T/S: 10/08/2009 01:08 PM DETAYLOR
R427 01 10/13/09 DT FOUR TRADE ROUGH IN X2500 TIME: 17:00 VRU 001835792
10/13/09 DA T/S: 10/12/2009 01:52 PM NTART -
1. Still missing nuts on two foundation bolts.
2. No drain test and less than 100 psi on water line.
3. 3 inch drain not caulked.
CONTINUED ONTO NEXT PAGE
PREPARED 10/16/09, 14:09:48 INSPECTION TICKET PAGE 22
Harnett 9 County INSPECTOR: IVR DATE 10/19/09
AD3RESS 141 CULPEPPER RD SUBDIV: THE GATE @ LEXINGTON 159LOTS
CONTRACTOR CAVINESS LAND DEVELOPMENT PHONE (919) 481-0503
OWNER CAVINESS LAND DEVELOPMENT PHONE (910) 481-0503
PARCEL 09-9565-07- -0282- -46-
APPL NUMBER: 09-50022553 CP NEW RESIDENTIAL (SFD)
- - -
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
4. Need strap for D truss.
T/S: 10/13/2009 04:04 PM DETAYLOR
R427 02 10/14/09 DT FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001836592
10/14/09 AP T/S: 10/14/2009 08:06 AM NTART - -
I129 01 10/16/09 DT R*INSULATION INSPECTION VRU 001837640
10/16/09 DA 1. Where R-30 is used in ceiling at master bathroom, it
must extend all the way over the top plate. No insulation
baffles. See Residential Code N1102.2.1
T/S: 10/16/2009 11:03 AM DETAYLOR
2129 02 / 10/19/Q9 R*INSULATION INSPECTION VRU 001838088
COMMENTS AND NOTES
PREPARE,) 2J/11/10, 14:00:38 INSPECTION TICKET PAGE 6
Harnett County INSPECTOR: IVR DATE 1/12/10
ADDRESS . : 141 CULPEPPER RD SUBDIV: THE GATE @ LEXINGTON 159LOTS
CONTRACTOR :rCAVIMSS LAND DEVELOPMENT PHONE (919) 481-0503
OWNER CAVINESS LAND DEVELOPMENT PHONE (910) 481-0503
PARCEL 09-9565-07- -0282- -46-
APPL NUMBER: 09-50022553 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : GATE @ LEXINGTON #46
TAKE 27W, T/L ON HWY 875. T/L ON SAWYER
RAOD. AT STOP SIGN T/R ON MARQUIS. T/R
ON REGIMENTAL. T/L ON CULPEPPER RD.
****PWR CO: WAITING ON CUS****
T/S: 07/30/2009 11:43 AM RDCONTE
STRUCTURE: 000 000 60X50 SLAB 4BD/3BA W/GAR/DECK & FIN BN
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 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 8/10/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001806503
8/10/09 AP
B104 01 8/19/09 DJ R*BLDG FOUNDATION SURVEY TIME: 17:00 VRU 001811413
8/20/09 AP T/S: 08/19/2009 02:22 PM RDCONTE
T/S: 08/20/2009 12:45 PM DJOHNSON
A814 01 8/22/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001812031
9/04/09 AP T/S: 08/20/2009 03:13 PM DJOHNSON
%141 CULLPEPPER RD LOT 46
CAMERON 28326
T/S: 09/04/2009 01:42 PM TWARD
B103 01 8/26/09 DT R*BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU 001813088
8/26/09 AP T/S: 08/24/2009 04:54 PM NTART
T/S: 08/25/2009 11:26 AM NTART
P309 01 9/01/09 DT R*PLUMB UNDER SLAB VRU 001815450
9/01/09 AP
Bill 01 9/03/09 DT R*BLDG SLAB INSP VRU 001816823
9/03/09 AP
R425 01 10/08/09 DT FOUR TRADE ROUGH IN VRU 001832814
10/08/09 DP 1. No receptacle for front porch.
2. Missing nail guards for plumbing in laundry room.
3. Missing nuts for foundation bolts.
4. Missing fire caulk for three inch drain in great room.
5. Truss documents incomplete and out of order.
6. Need engineer repair for trusses in great room bored for
plumbing.
7. Missing plumbing boots.
Inspection cancelled.
T/S: 10/08/2009 11:13 AM DETAYLOR
T/S: 10/08/2009 01:08 PM DETAYLOR
R427 01 10/13/09 DT FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001835792
10/13/09 DA T/S: 10/12/2009 01:52 PM NTART
1. Still missing nuts on two foundation bolts.
2. No drain test and less than 100 psi on water line.
3. 3 inch drain not caulked.
CONTINUED ONTO NEXT PAGE
PREPAgEP 1/11/10, 14:00:38 INSPECTION TICKET PAGE 7
Harnett County INSPECTOR: IVR DATE 1/12/10
ADDRESS . : 141 CULPEPPER RD SUBDIV: THE GATE Q LEXINGTON 159LOTS
CONTRACTOR :-CAVIAESS LAND DEVELOPMENT PHONE (919) 481-0503
OWNER CAVINESS LAND DEVELOPMENT PHONE (910) 481-0503
PARCEL 09-9565-07- -0282- -46-
APPL NUMBER: 09-50022553 CP NEW RESIDENTIAL (SFD)
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
4. Need strap for D truss.
T/S: 10/13/2009 04:04 PM DETAYLOR
R427 02 10/14/09 DT FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001836592
10/14/09 AP T/S: 10/14/2009 08:06 AM NTART
1129 01 10/16/09 DT R*INSULATION INSPECTION VRU 001837640
10/16/09 DA 1. Where R-30 is used in ceiling at master bathroom, it
must extend all the way over the top plate. No insulation
baffles. See Residential Code N1102.2.1
T/S: 10/16/2009 11:03 AM DETAYLOR
I129 02 10/19/09 FS R*INSULATION INSPECTION VRU 001638088
10/19/09 AP T/S: 10/19/2009 11:55 AM FSPIVEY
R429 01 t1~/~)12~/~\10 /T~~I A? pp FOUR TRADE FINAL VRU 001869491
)y-
COMMENTS AND NOTES
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COUNTY OF HARNETT
DEPARTMENT OF BUILDING INSPECTION
AND PLANNING/DEVELOPMENT
k CERTIFICATE OF OCCUPANCY `
This certificate issued pursuant to the requirements of Section 105 of the North Carolina State Building3
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:
k`. Use Classification: QeS%At vfl k-~ Conditional Use Permit No.:
+ Type of Construction: Building Permit No.: a
Ownerof Building: (..ck nas5 La 4 -b-1- Electrical Permit No.., 7;
Building Address: ~L'l ( ~ I , ~C Insulation Permit No.: d
Zoning District:C. Y, er N Z 93T Plumbing Permit No': G'
aN+': Zoning Permit No.: Mech. Permit No.:
Date: Z O Envir. C.O. No.:
- Buil g Official _ Zoning Official r 1
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