INSPECTIONS
PREPARED 10/07/09, 13:58:31 INSPECTION TICKET PAGE 1
Harnett County INSPECTOR: IVR DATE 10/08/09
ADDRESS . : 105 BLUE OAK DR SUBDIV: WOODSHIRE PH 5
CONTRACTOR CEBCO CONSTRUCTION INC PHONE (910) 893-3331
OWNER KENNETH CUMMINGS, LLC #203 PHONE
PARCEL 01-0536-06- -0028- -43-
APPL NUMBER: 08-50019300 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : WOODSHIRE SUB DIV #203
HWY 27W TO NURSERY RD, LEMUEL BLACK RD,
SUB DIV ON LEFT.
T/S: 01/28/2008 11:33 AM VBROWN
STRUCTURE: 000 000 53X52SLAB 313DR/2.5BA W/GAR & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : NEW WATER SUPPLY . . . . . . . UNKNOWN
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
-101 01 10/I lg//09 R*BLDG FOOTING / TEMP SVC POLE VRU 001832734
-----------1-1----- COMMENTS AND NOTES
PREPARED 10/13/09, 14:02:03 INSPECTION TICKET PAGE 4
Harnett County INSPECTOR: IVR DATE 10/14/09
ADDRESS . : 105 BLUE OAK DR SUBDIV: WOODSHIRE PH 5
CONTRACTOR CEBCO CONSTRUCTION INC PHONE (910) 893-3331
OWNER KENNETH CUMMINGS, LLC #203 PHONE
PARCEL 01-0536-06- -0028- -43-
APPL NUMBER: 08-50019300 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : WOODSHIRE SUB DIV #203
HWY 27W TO NURSERY RD, LEMUEL BLACK RD,
SUB DIV ON LEFT.
T/S: 01/28/2008 11:33 AM VBROWN
STRUCTURE: 000 000 53X52SLAB 3BDR/2.SBA W/GAR & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : NEW WATER SUPPLY . . . . . . . UNKNOWN
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
-101 01 10/08/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001832734
10/08/09 AP 1. Footing missing lug.
T/S: 10/08/2009 10:39 AM DETAYLOR
B103 01 10/14/09 TI R*BLDG FOUND & TEMP SVC POLE VRU 001836008
COMMENTS AND NOTES
~4 V i t ''bn
Y t vna{~ l"
5~1
PREPARED 10/15/09, 14:00:30 INSPECTION TICKET PAGE 2
Harnett County INSPECTOR: IVR DATE 10/16/09
- - - -
ADDRESS . : 105 BLUE OAK DR SUBDIV: WOODSHIRE PH 5
CONTRACTOR CEBCO CONSTRUCTION INC PHONE (910) 893-3331
OWNER KENNETH CUMMINGS, LLC #203 PHONE
PARCEL 01-0536-06- -0028- -43-
APPL NUMBER: 08-50019300 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : WOODSHIRE SUB DIV #203
HWY 27W TO NURSERY RD, LEMUEL BLACK RD,
SUB DIV ON LEFT.
T/S: 01/28/2008 11:33 AM VBROWN
STRUCTURE: 000 000 53X52SLAB 3BDR/2.5BA W/GAR & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : NEW WATER SUPPLY . . . . . . . UNKNOWN
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
B101 01 10/08/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001832734
10/08/09 AP 1. Footing missing lug.
T/S: 10/08/2009 10:39 AM DETAYLOR
B103 01 10/14/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001836008
10/14/09 AP
B105 01 10/16/09 '('I_ _ R*OPEN FLOOR VRU 001837409
COMMENTS AND NOTES
PREPARED 10/29/09, 13:59:02 INSPECTION TICKET PAGE 4
Harnett-County INSPECTOR: IVR DATE 10/30/09
l
ADDRESS 105 BIDE OAK DR SUBDIV: WOODSHIRE PH 5
CONTRACTOR CEBCO CONSTRUCTION INC PHONE (910) 893-3331
OWNER KENNETH CUMMINGS, LLC #203 PHONE
PARCEL 01-0536-06- -0028- -43-
APPL NUMBER: 08-50019300 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : WOODSHIRE SUB DIV #203
HWY 27W TO NURSERY RD, LEMUEL BLACK RD,
SUB DIV ON LEFT.
T/S: 01/28/2008 11:33 AM VBROWN
STRUCTURE: 000 000 53K52SLAB 3BDR/2.5BA W/GAR & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : NEW WATER SUPPLY . . . . . . . UNKNOWN
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
B101 01 10/08/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001832734
10/08/09 AP 1. Footing missing lug.
T/S: 10/08/2009 10:39 AM DETAYLOR
B103 01 10/14/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001836006
10/14/09 AP
B105 01 10/16/09 DT R*OPEN FLOOR VRU 001837409
10/16/09 AP
R425 01 100//~3~0 //0099 T I FOUR TRADE ROUGH IN VRU 001844295
-1~txY- _ift br--
COMMENTS AND NOTES
A Fundlam HdO s. i
ATE 10130(!009 1140:15AM .
Application ntanberi type 08500I93000PNEWRESIDENTIALISFDI
Property address - 105 BLUE OAK DR . "
1. Fire block around sloped trey in master.
2. H gdr, A gdr, and D trusses missing hurricane straps.
3. Need 10 psi on gas line.
Okay to side and insulate.
T/S: 10/30/2009 11:35 AM DETAYLOR
® Eglt' Cancel J Insert palate Ilme stamp Ycer defaults r
NG BY
-A MiTek Affiliate
Trenco
818 Soundside Rd
Edenton, NC 27932
Re: J94366
K. Cummings / 203 Woodshire / Harnett
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: E5486438 thru E5486439
My license renewal date for the state of North Carolina is December 31, 2009.
North Carolina COA: C-0844
CARO
~ QPOF
SEAL -
030652
9'•.FN INEEP..~~Q'.
October 23,2009
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 russ Truss Type ly y E5 84438
324 308 BI ROOF TRUSS 8 1 x. Lumnlps 1203 viscounts I ..on
•
b Re1* 200 t
.C s Ind
Omlen , Inc.. Fayetteville NC 30300 7200. .Sep 8000 ferrets ek Industries Inc. Thu Oe 1215'.08:5] 3008 Pepe t
.1-z.el a-s+a I +za+2 +e-~+4 2S3-e
1-20 6St0 &24 63.2 8tl 1,2"-6
REPAIR TO REMOVE SECTION OF TRUSS AS SHOWN. 5x5 = sale: 3116•=r
REFER TO B1X TRUSS (TRENCO DWG. E5486439)
FOR REACTIONS AND DEFLECTIONS. 5 ATTACH SIX TRUSS SHOWN ON TRENCO DWG. E5486439
TO ONE FACE OF EXISTING TRUSS WITH TWO ROWS OF
IEd (3" X .131") NAILS SPACED 6" O.C. IN ALL ALIGNING
MEMBERS, AND (3) NAILS AT EACH INTERSECTION POINT.
3 4
0.00 12
3.4 11 3x4 CUT AND REMOVE THE SECTION
4 6 OF THE EXISTING TRUSS SHOWN
(DO NOT CUT Bt% TRUSS)
4x4 1i
4.4 4
414 4 3
+1 6x4
{d 2
6 I9
1 1t 1` B q
3.10 11 t2 11 t0 3x10 II
3x4 = 4x0 = 3.4
=
085 I 18-9-3 25-YB
885 &3-13 885
Plate Offaets (X Y): 120-7-90-0-11k[8:0-7-9,0-0-11
LOADING (psq SPACING 2-0-0 CSI DEFL In (loc) Udell Utl PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.17 VerI LL) -009 10-12 >999 360 MT20 2441190
TCDL 10.0 Lumber Increase 1.15 BC 0.32 Ven(TL) -0.1310-12 >999 240
BCLL ED Rep Stress Ina NO WB 0.63 Holz(TL) 0.02 8 n/a No
BCDL 10.0 Code IRC2003/TP12DO2 (Matrix) Weight: 2171b
LUMBER BRACING
TOP CHORD 2 X 6 SYP No.1 TOP CHORD Structural wood sheathing directly applied or6-0-0 oc puffins.
BOT CHORD 2 X 6 SYP No.1 BOT CHORD Rigid calling directly applied or 10.0-0 oc bracing.
WEBS 2 %4 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be
SLIDER Left 2 X 8 SYP No.7 4-3-I2, Right 2 X 8 SVP No.t 4-3-12 Installed during Ouss ereceon, in accordance with Stabilizer
Installat on e.
REACTIONS lb/size) 2.124210-3-8 (min. &I-8),11=1242/0-3-8 (min. 0-1-8)
Max Hoe 2=-395(LC 3)
Max Uplift 2=470(1-10 5). 8-270(LC 6)
FORCES (lb) - Max. Comp.IMax. Ten. - Al forces 250 (Ib) or less except when shown.
TOP CHORE) 2-3=1452/236, 3J=-1344267, 1-73=-1283/387, 5.13=-1067/430, 5.14=-10671430,
6-14.42031387, B-7=-1344267, 7-8=-14511236
BOTCHORD 2-12=-208/975,11-12=414/718,10-11=-64/716,8-10=-60/975
WEBS 5-10=-249/803,6.10=227/327,5-12--249/603,4-12--227!327
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-02: 100mph; TCDL=6.0psF BCDL=5.0paf; h=15h; Cal. II; Exp C; enclosed; MWFRS (low-nse) gable and zone and C-C
Intenor(l) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) • This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas with a clearance greater than 6-0-0 between the
bollom chord and any other members, with BCDL - 10, Opal..
4) Provide mechanical connection (by others) of musts to hearing plate capable of withstanding 270 lb uplift at joint 2 and 2701b uplift at joint +111+ 11 l I I r x
5) This truss is designed in accordance with the 2003 international Residential Code sections /9502.11.1 and /9802.10.2 and referenced Ci
shin the is designed
6) Sae Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, orconsull qualified building F O
designer.
LOAD CASES) Standard = SEAL -
030652
`Q'
9~k R. LASS`i`
''"rr 111111111
October 23,2009
M+I
QWvandfr eare, wiignymvoMns vnJR6dYNnk based JHIa o AHp dminipers shown. and 4 for Ica X an n riYAnfi MNis f.1r p rlenlierf. f)NN1/&£.
• bespn vaGl far saen with MTakcm .pe Ina eesgn Ny uLan aoamelen , of WWtoen d Awls Yelp compwfwsadllNINees p pamd.onwea epa wpvalon all lempmpwawry hadn to Fswean+saig to rams string corctruotion b the 11 dmgnx B~acnpof the
ise Ica Alad rvppM at inerviud wM membes,rsmly.Atleifion assy eduenpr gene gudorce retrwn4binly of the pM1111aY PIOIGIr
reclw. Ae6lbM pwmwronl braclrp d the overtax tlructve it the letpowD'YIIy of 1Yef eeke. O$L and 1 Of f arad IOIC31 Outdoes Cornporsent
safety conleal. [mm GUts le o nfiss F ice erection antl St.canmll ARSI/Iasri Queer, VA U 2231e44, Edenton ntoRYae
• ely lif Nrorformalelen pvouable imliWle, 2BI N . L. ee Street. $ulle Jl2. Alexme4a, NC NC2ID32
Job ruse ruse Type Qty Ply
E5,186439
J91Me • SIX r apOF TRU°a e 1
Job Reference Optional)
COmledl, Inc., FeyalteWlle, NC 38309 ).200 a and 14 2009 Well, Induslrles, Inc. Thu Od 32 15 07:07 2M Page 1
)a0 F-eI t2-z12 tse-n n-9-e 2s3-e
)EA
~ 2-043 3-615 30-15 2.0-13 ]A-0
9[e = scab: 3119-aP
e
3.4 =
3x4 =
3 5
10.00 12 3.1 II 13 3x4 II
12 tt
2 3x4 II °
7
~ lR
502 II 10 9 0 5.12 II
]a-ti 10.FB-B Bae = ~ 2r}}a
7-&0 3410 II 1}e 7S!10
LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) I/cleft Uri PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.66 Vert(LL) 0.14 8-10 >999 360 MT20 2"1190
TCDL 10.0 Lumber Increase 1.15 BC 0.38 Vert(11) -0.28 8-10 >999 240
BOLL 00 Rep Stress Ina NO WB 0.25 Ho2(TL) 0.02 7 n/a his
BCDL 10.0 Code IRC20038PI2002 (Ma ix) Weight: 211 Ib
LUMBER BRACING
TOP CHORD 2 X 6 SVP No.1 TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc puffins.
BOT CHORD 2 X 10 SVP No.1 BOT CHORD Rigid c°Iling directly applied or 10-0-0 oc bringing.
WEBS 2 X 4 SVP No.3 JOINTS 1 Brace at Ate): 1 I
WEDGE MiTek recommends that Stabilizers and required cross bracing be
Leh: 2 X 4 SVP No.3, Right: 2 %I SVP N0.3 installed during truss erection, In accordance with Stabilizer
Installation id
REACTIONS (Ib/size) 1=13091048 (min. 0.1-B), 7=1309/0-3-8 (min. (W-9)
Max Holz 1=388(LC 3)
Max Uplift 1=-303(LC 5), 7--303(LC 6)
FORCES (Ib) -Max, Comp./Max. Ten. -All forces 250 (ID) or less except when shown.
TOP CHORD 1-2=17171410, 2-12--10341359, 3-72--973/383, 513=-9731363, 613-1034/359,
6-7=-17171409
BOT CHORD 1-10=-147/1088, 9-10=-147/1088, B-9-147/1088, 7-8-147/1088
WEBS 3-11--13191577,5-11=-13191577,2-10=-141805,°-8=-1411705
NOTES
1) Unbalanced mot live loads have been Considered for this design.
2) Wind: ASCE 7-02; 1Corsi TCDL-6.Opsf; BCDL=5.Opsf; hell 5111: Cat. 11; Exp C; enclosed; MWFRS (low-rise) gads end zone and C-C
Interil zone; cantilever left and right exposed ; end vertical left and fight exposed;C-C for members and forces 8 MWFRS for reactions
shown; Lumber DOL=1.60 plate grip DOL=1.60
3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection Conditions. It is the
responsibility of the fabricator to increase plate sizes to account for these factors.
4) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 303 lb uplift at joint 1 and 303 lb uplift at join) 1j 11 1111 I I t 3 r r,
CA
5) This truss is designed n accordance with the 2003 International Residential Code sections R502.1 1.1 and 8802.10 ,2 and referenced
standard ANSI8PI 1. ` 94 ,
6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). F r0
LOAD CASE(S) Standard
1) Regular: Lumber Increase=1.15, Plate Increase=1.15 _ SEAL
Uniform Loads (pit)
Van: 1-10-20, 8-10=e0(1`=-60), 7-8--20.14=a0, 4-7=40 = 030652 =
q~k R.LASCJ
''''rr.1I111111`
October 23,2009
AWnNmHD.
Design ic,sd for use yn~ o, vvilh Well, ohnmoed Reis design A IYS If atedd eN anIH1aN upon north POdaC1UrPmeinbruhn,hovvn.and I, I., an Ca Individualron 2)I(J rte.a. 21Fl'nNa 146
lo dwith Maek coooden co Ws designer, amicpanenl.
App3cadAlyiry of design n paramenten aH an 1=ope 9¢wpwalbn o of f campmeN Is retporcibaN of buldkt lorng tlesgner - not buss tlesignsipna. emc'vq shown
B tar blarpl supper! ol'ntliyitlud web memben onN Atldelargl lampwuy barn0lo rove vlaGOly tluMp carulmclon u lM1e refymldNN oI IM1e
erector, AEClllonal permanent 0rocing of the overall slruclve is the responslbllity at line bulking designer , For general guidance regarding nrdl l'::x nurxe.~
Iabicatbn. audiN[onlyd. slaage. reserve, macron and bacin, crosvlt "SON]guoelycm.da.bse-S9 one SCSI errsan9 Cempenent ale aoundSNe aaed
BoINy InblmNlon waioble Imm buss M.I. IIrshr e. 281 N. L. See 1. Suite 312. Ab•nldda. VA 22314. Edenton, Na 27932
r ~
C O D Ae
s 9 's N
c A mg m
z D X 1P
LA F
m A
I I
10, 3Z6 D C0 au D 0
o`O-`D°_~ fl ~
~ o n oa O
~w)oo- o cow a oa- a r, m°am 'm» om Qa_p 'I 0>00_l1 D
a~01 t 3 a.~mn O
00 o3 ° aZ
foaO B a m yam o n'K m D ~c 00,3 0 oN O
on "O ~pO
°a','maa 'c-a Noa Qn0 - `-O Oa A
of, moon a~mQ O an c3 c am -Nw~ 3~~5Q i
N T n m p T. Won Z ° ova H p' a° a 0
~o Oa-. s- =o 00 °°-aao ' mon o momn3 D
C,Q"52a can F ^-'D0 3m~ a OF p p m'O_=cggQ O
3 c
ET0 Q '~o g~.~m u o~ a° ate.
°O 06 o°£ ur oaD ° ~fD O° mK m
nm 40~ _.oo a 5 m
go c m c 5a0 QUO i..c N o O j x
o ~.~o
z e z f1 m a TOP CHORD
to ra V N n >e c x m 0
Op, 0O~ N OO TA 'Z~ C19 Z
m.°w n p0 N
2. atV N~ A In In pp n
A
JZrti 0
x `
n ~ Z mT ji
m c0 j 0 0.° -tn D H N~ O n
F V N i D V W2-7
Z N
PT m A~ C A O.
A A O A ~Z
D z= 3
a1i
m m x ,(D pm, g fn T -Dim Q N I do
0 ' 3 a a m mo On i~ a s
w o m NP i
s A ~s m > w ` O~ °
v
a A = O O. WS-6 w O 3
W N ~ A m x"
N A n 2igQ ~J (D
~ m Om ~ a J
C5 N
C5 N Ca5 A
°o a TOP CHORD
O .O UJ V 3" (n P W N p m V P U P W N Q Q
zm >>m amc N aao o Ro oa vac 5 og°n s~ 3o S`o_.o c Qm` gm 739,2 oa 3(-
as<. o mx oa mo3 LiT mm " o1n oa.< a,< os a„ a
c~a m cmi o a o o 0 --o' 0 m a S 3 0, m 3 3'a o: ~
mo m3( on' n ='n 2 ao'c my ~Pm 3x °o ~.0 3'ao 3 A=n om
pc 0. ,y9 ~o>> S 0R a3 Aa °-o nZO 'gym n`D 3° m3~ a ~0a r.m oma, xa 0 V~
om 'mo o R °a Q 'o R. oc ms 3i° oo'o~ of 0, ' y~„3° io3mS o ma„ Qa as°n3 6 O
? 0 ~a < mm m m'- na 3-0 Qa o ao o Os Qn o'c~
3 q~ 0, s ~0a ao" no do 0 52 ' cO v ac_ om mS 0, 2 O O
no Q
o no no m3 t°-' o „-5 om oo' g'm Sqc 0~~ oM Sc
m
-n 0 ac? -'a 09 Su 5 7
65 aim o 'm? F dm 's oo 3 co aoa DP as nR ano - om2 ao 3R°a °p O
m„ m m
9a 3 ° S mo 0 _ a°$ _ m 5.m
cac a 'm o ~m s s o~ mna m„ a a- <°o s ~qn a0 cc QO Q
2 ~a 3m3 0 m m m om o- 3
m <e. Qa m 33 aQ ?a m S q0 2a o ' 8.m zoo o ' mg a3m oq C
N0 G M
m cQ °
t~~ ma p u 0o N Sc cac .1 m- 25 '°Sa MY 3 Q
0 0, a 0 3$ nn° ''mma mo' 60 zo :2 - 9. oo0 Qao ~QQ n ~n
^ ~O0 n~ n a o 0Q °o 1.° 'mB o 'n° c1 - m' .3 00 =o°= c.'Z •ZO Q
a o'er ~R m 3O 3 3n 30 ga. oa o~ ~o m0 ° -m aF ohm C
Q c'o Fm a Q m a o„ m°. ao ma o' _g °n s F0- _o no n3 N
n NF ~o ag °a 'O- a p,~ 0 3a 7R~' nm O ✓rt
3. °F o0 m o' c m- m° ° Sa Ro 3 n °0 ma ~.~0 mu
mn c9 E 'oo o a o m- mQ o- a ac „m o_3 n O
3 SR Rn =
m a mn o
Fa R a am 60 U
cq 3 " O
3S
N
l :J 1 1
Job TN94 Truce Type Qty Ply X.CUnmi~ge/2a3 wboozllXe/HVnd
E0400M0
""118 H1-01 ROOFTRUee 1
2 Job Reference i Gonal
.CmmteA, Ine, FeydlMle, NC 20]00 1.2o0a Sap 14 A00 awtet Inezdde•, hc. F4Od 2311:1P]92008 gq t
610-II 11512 I 1611.2 I 243-11 ]60.0 `-y',1~T
r 0-10-13 6-7-0 Sse - 5313 642
\rVA AOD2 PLY2X65YP N0.2 CUT TO FIT TIGHT. y
4-0-0 ATTACH PLIES WITH TWO ROWS OF
10d (3" X .131") NAILS SPACED 9" O.C.
44 = .f J 3x4 II 4x6 = 5 12 = 3e4 II 4ea = 3x4 II
1 2 fa 17 18 3 4 10 20 5 21 6 7
32'x30"
48"X24" / -
24`'x30"
• 22 23 31 25 26 - 28 30 31 32 33 34 35
15 11 1] 29 1211 1o 9 a
Ice I v Sx8 = 3x6 -II sae = 5X12 = 4112 I I 8X6 =
ATTACH 3/4" PLYWOOD OR OSB GUSSET (23(32" APA RATED SHEATHING 4824 EXP 1) TRUSS WAS INSTALLED BACKWARDS AS SHOW N. - ?
TO EACH SIDE OF TRUSS WITH(3)ROWS OF 10d(3"X.131") NAILS SPACED 4.0"O.C
FROM EACH FACE IN ALL MEMBERS. USE (2) ROWS OF NAILS IN 2X4's (TYP)
610. 2 11s-12 161-8 I 16118 342-14 30.0.0
o-1o-12 67o zlo-u xalo isu isz
Plate X 40-0-30- -8
LOADING (Pary SPACING 2-0-0 CSI DEFL in (lac) Ilden Ud PLATES GRIP
TCLL. 20.0 Plates Increase 1.15 TC 0.47 Ved(LL) -0.0614-15 >999 360 MT20 2441190
TCDL 10.0 Lumber Increase 1.15 BC 0.41 Ven(TL) .01414-15 >999 240
,.BC-L X10.0,' Rep Stress [nor NO WS 0.76 Horz(TI-) 0.01 8 Ne n/a
'BCDL L'y10`;0rwi ,-T'C0dgJRC?0O3rrPI2002' ._(Matdx) Nki9ht: 5293-6
LUMBER z. I..: ,~-?BRACING
___-_~.~P CHC^.B°7X 6GY `fo 1~=. T6P~6111GR6....QruAwal woad a9tMnp4iroctlyapPliad oc 6.0.09c pug rna,-ercePt rP1-.-
BOTCHORD 2 X 8 SYP 240OF201E ~Y end vertical a_ "'}t'~•
> ' WEBS 2 X 4 SYP No.3 -Except' f - - BOT CHOF2D Rigid ce111n directly appGetl or 10-0A oc lxacing, Except i%,
/ 1-15,7.8 2 X 6 SYP,No.1, 1-14,4-14: 2 X 4 SYP No.2 1 i+ 6-0-0 oc biedng: 10-11.
REACTIONS (IWsize) 15=5059/0-38 (min. 0-2-2), 8=2191103-8 (min. 0-1-8), 11 7715/0-3-8 (min.0-33)
Max Hor215 -113(LC 2) - + `
Max Up11ftl5-1542(LC2),8=-670(LC3), 11=2333(LC3) -
FORCES (Ib) -Max. Comp./Mae. Teri -All forces 250 (Ib) or less except when ehown.,. ..:fit,
TOP CHORD 1-15=-3485/110.9, 14=-5030/1537, 2-16 030/1537 16-17=.503011537, 17-18=-6030/1537,
3.18=-`030/1537, 3-4=-503011537 l;jT 'i
BOT CHORD 1522=-190/324, 22-23=190(!24, 2324=190/324, 2445=-190(824; 14-25=190/!24,
14-26=-710/2125, 2627=-7102125, 27-28=-7102125, 1328=-7102125, 1329=-7102120, -
12-29=-7102120, 11-12=7102120, ll-30=116'31425, 10-30=-1763/425,;1031=-095/1470.
31-32=-095/1470,32-33=495/1470,9-33=-495/1470,9.34=495/147{0, 34-35=-495/1470,
835=-09511470 , . •
WEBS 1-14--1744/5729,2-14=-893!385,4-14=-1078(8542,4-13=70/404,4-10=-099/1614,
5-10=-3781194, 610=-1867/573, 6.9=-5372055,6-8=-1703/516;4-11=-6182/1893
NOTES =fir'
1)2-ply truss to be connected together with 10d(0.146'x3") nails as follows )
Top chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc.
Bottom chords connected as follows: 2 X 8 - 2 rows at 0-9-0 oc. 1;11 UT 1 I l 1 i " i;
Webs conrlecled as follows: 2 X 4 - 1 row at 0-9-0 oc 01 A{~O~'7a
2) All loads are considered equally applied to all plies except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply w11w ~~{~J
. connections have bean provided to distribute only loads noted as (F) or (B) unless otherwise Indicated. ~'~'~jVd
3) Wind: ASCE 7-02; 100mph; TCDL=6Opsf BCDL 5.Opsf, t-,15ft; Cat It Exp C, encloslld 'h1WFRS(low-rise) gable end zone', end vemcal`` "L.,E J•T
'--1 riQM expoeedyLumberDOL=1.60. plate Onto DO1- 160 ? a - 'L ,
4) Provide adequate drainage 6 prevent water ponding. ( S~ L _ /
. 5) • This truss has been designed for a live Iced or 20 Opsf on the bottom chord in all areas w ar, a clearance greater Nan 6-0-0 between the_= - -
bottom chord and any other members 030652
6) Provide mechanical connection (by others) of Ws t to bearing plate capable of withstanding 1542lb uplM at joint 15, 670 th uplift at joint ~
and 2333 lb uplift at joint i l.'' - '
7) Thistruss is designed in accordance with the 20M International Residential Code sections R502. 11.1 and R802.10.2 and referenced ~ Q ~ '
standard ANSVTP11. ~GINEEP ,~Fi~
s 'F.,. i~ 7 G~
yy ~ x'!/tlll(1I t13 .1
L~ ='3 - Octobar 26,2
7 Cantlnuetl on page 2 ' Il
®BFNU1wTR2-YV,BwU eGxlmljlwaaufe mfitRR40.A'R2e-.a rAY l'at5ArloIAT.r.@«AMuYcnFZe 'CFF4el3_aP.s~T<"M.sfm fr Va:?:x!A?A~,pc'r.:. czc:iurerero s,
.E Dea9n wid bwseany v4ln Mrek camclars.lHS tla9p hbaseE mN Pon PO meters shown rtll to an lrrxNtl~gl b~lbirq poorwnl.
y, Apolcodlry of Ce9Plpvom9l11erin- pope irvalporoliondoonlpvnnl lz etporvtiliry d❑ plq dcs9ne' not lmit tla9ona a rg 9ww.n
sbblaalsuPPdlM rdlNtlualwab metMwz mN. Atl611orgllempuary MaCnp lolrKmezfabllly tlulg CMt11vC1'CnhlM reSpatlb191y IX11'e _
eda. AddIHWlpentgrcM barl'yonlro ororoltlrvclwe is atelasp[red'Yryora»tiW'tllrb eeGgref: Far9~~ol OwltlanCe ~Bgartlin9
1naMwlipt gwglry CCnM1Ol.{/cape, Oefwry, nectim qnC dadrO•cvrnwe ANN/7Ni Clwdey CAMa. DraAetvM aaa lzJMt10Campelted D1e 9anad0e li
3dNy hilo.dbn awllgbh fmrn lm3 PW le l efifule, 291 N L. Steel, Sulo 312 Alen.i,d lo, VP x2314. EO~Im, NC 270]2
PREPARED 11/03/09, 14:34:03 INSPECTION TICKET PAGE 1
Harni!tt Cohnty . INSPECTOR: IVR DATE 11/04/09
ADDRESS . : 105 BLUE OAK DR SUBDIV: WOODSHIRE PH 5
CONTRACTOR CEBCO CONSTRUCTION INC PHONE (910) 893-3331
OWNER KENNETH CUMMINGS, LLC #203 PHONE
PARCEL 01-0536-06- -0028- -43-
APPL NUMBER: 08-50019300 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : WOODSHIRE SUB DIV #203
HWY 27W TO NURSERY RD, LEMUEL BLACK RD,
SUB DIV ON LEFT.
T/S: 01/28/2008 11:33 AM VBROWN
_
STRUCTURE: 000 000 53X52SLAB 3BDR/2.5BA W/GAR & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : NEW WATER SUPPLY . . . . . . . UNKNOWN
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION -
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
-
B101 01 10/08/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001832734
10/08/09 AP 1. Footing missing lug.
T/S: 10/08/2009 10:39 AM DETAYLOR
B103 01 10/14/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001836008
10/14/09 AP
B105 01 10/16/09 DT R*OPEN FLOOR VRU 001837409
10/16/09 AP
R425 01 10/30/09 FOUR TRADE ROUGH IN VRU 001844295
10/30/09 DA 1. Fire block around sloped trey in master.
2. H gdr, A gdr, and D trusses missing hurricane straps.
3. Need 10 psi on gas line.
Okay to side and insulate.
T/S: 10/30/2009 11:35 AM DETAYLOR
A814 01 11/04/09 TI ADDRESS CONFIRMATION VRU 001844302
R425 02 11/04/09 TI FOUR TRADE ROUGH IN VRU 001845524
1129 01 11/04/09 TI R*INSULATION INSPECTION TIME: 17:00 VRU 001846096
X104101 13te ly, T/S: 11/03/2009 02:33 PM NTART
- - - COMMENTS AND NOTES
IIIIIIIIIIIIIIIIIIIIIIIIEN61NEERING RY
ENC0,
A MiTek.Attiliate.
Trenco
818 Soundside Rd
Edenton, NC 27932
Re: J94366
K. Cummings / 203 Woodshire / Hametl
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: E5497266 thruE5497266
My license renewal date for the state of North Carolina is December 31, 2009.
North Carolina COA: C-0844
~N CARU
"NZUP0FESSrq 9%,~i
.Q
SEAL
030652
9y''FNGIN~~?
November 2,2009
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/fPI-2002 Chapter 2.
Engineering services provided by Truss Engineering Company.
( ~O D j m r • 99 .,~.ie/~8
Eo w Irli'L ]DO m~oo O a T \ .0, E Z D X H3 I I O
n' O m ~ m co
c s DA
(7~Oc O° a
O C a m 0 O c 0 ti
j~N L10 m06 06 C p
Z s _ Z to
o wOoo~o coca »~4 m~am ac °j~ a ° -o-•Tm z
°--o3om 3yv~ gvmn ~c,~ iogp a-o3~o v
: oB,a AN mn n S;o n ~aSa m m Nx -<j -m
0 J.0 ~aE.9 ooo Rm mc~o. Tm~a 'o oa °Qo A
a~ooo~v moo amsv p ~n0- 9 0.. m -~fDq m
2~0 4. moc o -Q« Z an 6a S o6. o:
momo ~
"mmooa~ IMT on oo ma-Q3 3 ~00 3~ a Q 5no
0<~2a Qnnf 0-8 30 ~ om °c_? '_~m O
~x?'°--o on'os 3,(0 oma s N a71aL Z
mg3 Oo om<m o00 Mo_aQ,v c °m mo m
~Q o m
n e m o
~0 3 na m o 2 m
foo 2m co. QO Qo° m _o x
? Yo 7-c ~ Doa 2
5- o
(n
az~H n mm zo -M~)y. TOP CHORD
A (aA n v 'ZO S cld
p mi TC /n
2 ~W`O~ N C ipN ~OD f
c
x ~zy _ om n z mT n
~Aov z Oe zE z NO m
m O O
Q P ~U _
v ,°N S D =1 W2]
A m Prn ° m Yi ON
O ao~e.
fO A A PA '9 ~Z A
3 V ~i ® ~(~p D N O Z; 3 f O 3 sdq
2 A' V fJ N 31 y m O
° ° s 8 7c" 1 ~ ~ pPp m° ~ £r y?
~
H N A i N 0 -4
s, a x y m U~D
o]
N _ ® z Wm -02
A z >n
wsa u K
~x
s m
2 ut U-5 A
ma TOPCHORD
o a m v a i.. a m v o a m a u s u - v - Q Q
im ~a< s.,$ a v°° Bv° 53 rim 3R3 ma :n° oho n n°,~ k ma 3 c
sy o o b'~v n I'R ' m 2 (D
"c a7Sf ~-'0~ D Roo p 3 m $ym 'R R-- PY 3 .
a - 0 o8 zen (D O
-s 'n b' NO, ~ c pad R`d'` +R +~p~ ~e °aS 3 g-'
ca3 ~m oR n n3 3a' n'~° m,• ° 33 ,y3qR °c0 xo O -n rWyayx~7
=3 = n°°_ 'o_ d si a~3' ° Aso oz s°n'c Q¢ ~0 •A•
3 m~ ~g c° do _ S'c m.a gm??~ n_~ ah
2. mo = s 52 Mm oT OF 3n din '~i~ t~m a'zn_ yyc Dm {y
k- s R ° a o'0 3D o. n$x ° - _Rj a A. a R O
s~ ma cRe q 3 R os R$ R~ vN m7'SO me 3 n Qon m fi'<„ 2 ° aD nm o~ 7 ®i
Q. 43 3 m o 3Rn ~a m3 .z , 6a a$ ~jgn fl O
o £ °4 m' §dC R 9 s'' Da °8m s 'n~ ®
n n. ~ oa , 0 !-W on °v -K 5.° ° O
h_- mg m 8 ~0 9 s~ 3° B~a
~R foB <m B sR~ 8~ e~p°
`n =c 0 o ~a n_° o~ ao _O- os o 3c 'c, n,mm9Ip. 3 (p
0 ~s.YSA
0 0~ I~' o o Y 0 ~m 7a SG RO 3 R s os 3mY ^a
Nd sD mn, R W0
~Q (D
iu 33 0 -
;R ID
id8
Job russ rasa ype y N. CutainGs l 2m Woodenre 18antl1
9 E54672Ba
J94M A2 PIGGY6AC1(ATTIC 2 3 Job sentience (optional)
contrition. Inc., FaytleNAe, NO 28309 ] 200 s Oct 52009 MTex Industries, Inc Mm NPV 02 1&21:48 2009 PWO1
0. 1 1 I 11101 18-411 -
4611 Sb8 1613 S4I SbII 463 x0-10 -2-0
8x8 = 5 Bxa = stele=1:85.5
a
4.6
=
10.00 12 US
3 fi
3Y10 11
16 7 Bxa O
4.6 3x4 8
/i
2 3.6
9
4xfi I 1
m
II¢
15 14 17 13 12 6x8 =
6.12 = 6x12 = 6x6 =
6.6 = BYB =
Bx12 = 6x12 = 6x12 = 8x12 =
0xfi =
6x12 =
26114 I ]160
40. 414 24114
Plate Offsets (X Y)' [404-00-3-15] [50-4-00-315] [10'00-20-0-11] [120-3$04-121 [14'0.3-80-4-12]
LOADING (psf) SPACING 2-M CSI DEFL in (loc) Well LAI PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.80 Vert(LL) -0.24 12-14 ,999 360 MT20 2441190
TCDL 100 Lumber Increase 1.15 BC 0.77 Vert(TL) .05212-14 >748 240
BCLL 0.0 Rep Stress Ina NO VyB 044 Hoa(TL) 004 10 nva rda
BCDL 10.0 Code IRC2003ITP12002 (MaMx) Attic -0.1712-14 1100 360 Weight: 11461b
LUMBER BRACING
TOP CHORD 2 X 8 SYP No.1 TOP CHORD Structural wood sheathing directly applied or 6-00 oc purlins, except
BOTCHORD 2 X 10 SYP No. 1'Except' end verticals.
12-14: 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 100-0 cc brecng.
MBS 2 X 4 SYP No.3'Except' JOINTS 1 Brace at Jt(s): 16
3-14,7-12,1-15: 2 X 6 SYP No. 1, 3-6: 2 X 4 SYP No.1
REACTIONS (Itdsze) 113=700110-3-8 (min. 0_2-12),15=5728/10.3-8 (min. 0-2-4)
Max Holz 15=377(LC 3)
Max Uplift 10=-605(LC 3), 15=-369(LC 4)
FORCES (to) -Maximum CompressioNMaximum Tension
TOP CHORD 1-2=1049231, 2-3=-7484/1038, 3-4--6311134, 5-6=-416/105, 6-7=-5083!750, 7-8=-8190!1083, 8-9=-833611073,
9-10=-8592/1082, 1011=0/15, 4-5--338189.1-15=-9631197
BOT CHORD 14-15=-58014482, 14-17=-502565, 13-17=511/5716, 12-13=-50615685, 1012=-7105165
WEBS 3-14--63614291, 7-12=-64414787, 3-16=-52261823, 5-16=-5964M8,2-14=-276/1765, 9-12=-662282, 4-16=-378259,
516=-1551023, 2-15=-65111781
NOTES
1) 3-Ply truss to be connected together with 10d (0.1461 nails as follows.
Top chords connected as follow: 2 X 8 - 2 rows at 09-0 cc, 2 X 6 - 2 rows at 05-0 oc.
Bottom chords connected as follows: 2 X 10 - 2 rows at 0.40 co. 2 X 4 - 1 row at 64-0 w.
Nabs connected as follows: 2 X 6 - 2 rows at 0-9-0 cc, 2 X 4 - 1 now at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (0) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 111 11 J y y
3) Unbalanced roof live loads have been considered for this design. yx CA O yvrx
4) WI ASCE 7102; 100mph; TCDL=6.Opsf BCOL=5.Opsf; h-15ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) and C-C Intenor(1)
zone; ca blever left and right exposed ; end vertical left and right exposed;C-C for members and faces 8 MNFRS for reactions S
shown; Lumber DOL=1.60 grip DOL=1.60
5) Provide adequate drains to prevent water ponding.
6)' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas with a clearance greeter than 6-0-0 between
the bottom chord and any other members. SEAL
7) Ceiling dead load (10.0 psf) on member(s). 6.7, 3.16. 6-16; Wall dead load (5.0psp on member(s).3-14, 7-12 7
8) Bottom chord live load (40.0 psi) and additional bottom chord deed load (100 psf) applied only to room. 12-14 030652
9) Provide mechanical connection (by others) of toss to bearing plate capable of withstanding 60516 uplift at joint 10 and 3691b uplift at
joint 15.
10) This truss is designed in accordance with the 20031ntematonal Residential Code sections R502.11.1 end R802.10.2 and 9 •~NU) 4/ 4
referenced standard ANSIdrP1 1.
Continued on page2 A'vrv~ !r~irIL
November 2,2009
OeDonI CAONJ vprtl Ins, . Yn USe mh h oIwt vntlt Mick me3e Yon. Ths lM1S tledpn is cold Ji s baW'Atl W T! my vp uisom pauratoaoA iiters 4aM for , dad! IS is for d U.'I , Oc ivduol bvlc uldWllq r»o.7n.+>a nefOAA!Ike. Tft r. N'»xY
dgn ylek i MINi C~ponell .
ApplcaGlly otdail;` pOOrMOIdSaM pope) irmpaOlm d (LnhpTN,s respntid'aty of Mi1VLg deSigla-rot Iron dasi90a. a0drg 4mm
to blool ivppat d"ioduOI wM mambas ony. AtlOltagl t! ,,pant IxOarg 10lrevle STOSIy dairg m,6#v fiM is Iro Isdp O5IY Of tM IMI kin :INUIT
xeda. AddiXoml mmorv Idaoh or IYn ovtoor st Iclule is 1I resp}adfly Or tho outdo, de99rnl, la paMlol quidorco,egaolrg
YaCnodllcR quarly oor IOL slaOpe, dOliwry, ea,I QM padrg, mnsull ANII/r811Q I1y CMatla, III aM/C31 luldin9 CemposI 8185mnddde ewd
IYNy hllarma6en aw.bOb horn Ivn P1 1e Asitvle, 281 K Lee Sneer, Sate 312, AbtOMtb, VA 1131 d. Ednlm. NO 27atl2
E5W12s4
111p Wo°dSM1Ye IHam~
K LrxBM°w' 1
' o Yi°nal ~ Mo`Nov p215:21;172~ Q1M
r" n as
x 3 lob Res xpp9 M+Tell Mdvssri M.
ru•• YP° Tzoa°oa mchofd. The
cK niFw g-6-14 on botlo
w•s PIGGYaf' end 5231b uP at
o nx tyd laadls)233B Ib down
suPPOh coots^ba
'aa •Redr. nc.. F.Y°°s`fPS'NC28399 to
MCp
de ricels) sl.,ell be VWd p11M1y of others.
He 0ehs) or otheGO c~?~loneon devirR(sWIs VI.
NOTES
3b=-20
deft on, i-11= 60 45=
des10niaeiechecked fa IJ3G0
12) Atli' roam -115 340),1-4=-10,
CASE(5) S,,da~d 1 15, Plate Inaea 10(F=-190), 1p12=360(F=-
LOAD be' i1o"ea' 1190), 12.133°
1) RazeL Lu ds lPm 3-14=310(F°.
Uniform vin: 14-15-20.
Drag'. 3.14=-10, 1-12'-10
,gncen,,Wd Loads (lb)
Vert. 17=-2338(F)
l
®WdN}ONU P +~.frle•axy°ramH••x aw~lR d.)N'x':.N r>,y f! &AN.~flX,r r4TFlr \?'rLff 4:ukn'NbY I~`.SifiM IY::
Da3gn W{tl fa onNw•+ID hlilek Corr»ctps lFiiE 'gn's bomtl mNupcn Prnarteters yyo~.i argisMpn tl tl Ib ik `~1R y8 ne.F'IySpr
Appicabiry ftleggn ppramenldspntl proper rrmp pim Gmmpwrenf sresporvlGfly of DUIN besi ^r9 cpR
fb lalertll suPPbl cibwSNpupl ~vCMJ/roPtle.sq-rH AO'QIbpI IBm 6rW'r1Jl l(VS50.1yr.~y. ®QOr4~l I:IY,U
w ACmllwnlPxmonenrdodrg onne ommn f r e' Wr°rv brocbg to lm ra sroLVfN tlvl^gcmchuclimellerg r'B Apldn. NFt'Wryr 61
roalmnon. auosN WnLOL Srwapa aexre,Y ere„won rrb was lire rasppwdiN ollhebuirdng d°Lgrrer. krgmarclgW¢I~p~LrplY~r
s>.rs. IrMU/moNen e~mcrs rrwr uo.~amraxv°mre. aern tre~~die3lHNtIRntOwWY CnF•tl4OlI.Ofa°d/C.tll(p~r~-tlA~1 -
2 Akxorrlrb, YA?1314. _ ~
1 C .^rgyi
A
~r
PREPARED►12/08/09, 13:59:33 INSPECTION TICKET PAGE 2
Harnett County INSPECTOR: IVR DATE 12/09/09
ADDRESS . : 105 BLUE OAK DR SUBDIV: WOODSHIRE PH 5
CONTRACTOR CEBCO CONSTRUCTION INC PHONE (910) 893-3331
OWNER KENNETH CUMMINGS, LLC #203 PHONE
PARCEL 01-0536-06- -0028- -43-
APPL NUMBER: 08-50019300 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : WOODSHIRE SUB DIV #203
HWY 27W TO NURSERY RD, LEMUEL BLACK RD,
SUB DIV ON LEFT.
T/S: 01/28/2008 11:33 AM VBROWN
-
STRUCTURE: 000 000 53X52SLA3 3BDR/2.SBA W/GAR & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . 3.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : NEW WATER SUPPLY . . . . . . . UNKNOWN
PERMIT: CPSF 00 CPI* SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
B101 01 10/08/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001832734
10/08/09 AP 1. Footing missing lug.
T/S: 10/08/2009 10:39 AM DETAYLOR
B103 01 10/14/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001836008
10/14/09 AP
B105 01 10/16/09 DT R*OPEN FLOOR VRU 001837409
10/16/09 AP
R425 01 10/30/09 DT FOUR TRADE ROUGH IN VRU 001844295
10/30/09 DA 1. Fire block around sloped trey in master.
2. H gdr, A gdr, and D trusses missing hurricane straps.
3. Need 10 psi on gas line.
Okay to side and insulate.
T/S: 10/30/2009 11:35 AM DETAYLOR
R425 02 11/04/09 DT FOUR TRADE ROUGH IN VRU 001845524
11/04/09 AP
A814 01 11/04/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001844302
11/04/09 AP 105 BLUE OAK DR LOT 203
LILLINGTON 27546
T/S: 11/04/2009 04:49 PM TWARD {
T/S: 11/04/2009 04:49 PM TWARD
I129 01 11/04/09 DT R*INSULATION INSPECTION TIME: 17:00 VRU 001846096
11/04/09 AP T/S: 11/03/2009 02:33 PM NTART
H824 01 11/16/09 JW v ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU 001851708
11/16/09 AP T/S: 11/17/2009 11:24 AM SSTEWART
T/S: 11/17/2009 11:25 AM SSTEWART
R429 01 12/09/09 I FOUR TRADE FINAL VRU 001859082
12-16110-5 1
COMMENTS AND NOTES
s _ v1
. .+`f~ ~~u :f m t ',,~11d1 (uH s - (Ukri I ~ , r % ,1f~ ~M ~1 1 ' \11111 1
COUNTY OF HARNETT "m»>
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
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:
(frkrm ~ II JJ ' .a,~1
Use Classification: c St C v~'hw f PERMIT NUMBERS
Owner: Kc n Building Permit No.: fl n~
911 Address: I V- 8,v t B~.~c f , Electrical Permit No.:
L r ~bN N L 2 7 -q Insulation Permit No.:
rfu„,.t Plumbing Permit No.:
State: Zip Code: Mech. Permit No.:
Date: ~ Z ~ `7 ~ D ~ MFG. Home:
n1`p11
M. W d»~W ~y i ~y yei W yy,,1 W' N ✓e M ~ 11~ P 1 ~ y ~i