INSPECTIONS PREPARED 3/31/10, 13:58:33 INSPECTION TICKET PAGE 55
Harnett County INSPECTOR: IVR DATE 4/01/10
ADDRESS . : 79 FALCONRIDGE DR SUBDIV:
CONTRACTOR : DUSTIN BLACKWELL, INC PHONE : (919) 606 -4696
OWNER . . : BLACKWELL HOMES,INC PHONE : (919) 606 -4696
PARCEL . . : 01- 0535 -19- -0100- -10-
APPL NUMBER: 10- 50024076 CP NEW RESIDENTIAL (SFD)
STRUCTURE: 000 000 70X31 CRAWL 3BD /2.5BA W /GAR & SCREEN POR
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 2.50 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 4/01/10 TI R *BLDG FOOTING / TEMP SVC POLE VRU #: 001903343
-H - i0
COMMENTS AND NOTES
PREPARED 4/07/10, 13:59:47 INSPECTION TICKET PAGE 63
Harnett County INSPECTOR: IVR DATE 4/08/10
ADDRESS . : 79 FALCONRIDGE DR SUBDIV:
CONTRACTOR : DUSTIN BLACKWELL, INC PHONE : (919) 606 -4696
OWNER . . : BLACKWELL HOMES,INC PHONE : (919) 606 -4696
PARCEL . . : 01- 0535 -19- -0100- -10-
APPL NUMBER: 10- 50024076 CP NEW RESIDENTIAL (SFD)
STRUCTURE: 000 000 70R31 CRAWL 3BD /2.5BA W /GAR & SCREEN POR
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 2.50 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 4/01/10 BS R *BLDG FOOTING / TEMP SVC POLE VRU #: 001903343
4/01/10 AP T /S: April 01, 2010 12:16 PM BSUTTON
A814 01 4/08/10 TI ADDRESS CONFIRMATION VRU #: 001906395
B103 01 4/08/10 !/�� Tp f Y R*BLDG k FOUND TEMP SVC POLE VRU #: 001906387
YY AA
170/e
COMMENTS AND NOTES
,ARED'4 /19/10, 15:13:27 INSPECTION TICKET PAGE 62
Arnett County ' INSPECTOR: IVR DATE 4/20/10
ADDRESS . : 79 FALCONRIDGE DR SUBDIV:
CONTRACTOR : DUSTIN BLACKWELL, INC PHONE : (919) 606 -4696
OWNER . . : BLACKWELL HOMES,INC PHONE : (919) 606 -4696
PARCEL . : 01- 0535 -19- -0100- -10-
APPL NUMBER: 10- 50024076 CP NEW RESIDENTIAL (SFD)
STRUCTURE: 000 000 70X31 CRAWL 3B0/2.5BA W /GAR & SCREEN POR
FLOOD ZONE - FLOOD ZONE X
# BEDROOMS 2.50 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 4/01/10 BS R *BLDG FOOTING / TEMP SVC POLE VRU #: 001903343
4/01/10 AP T /S: April 01, 2010 12:16 PM BSUTTON
B103 01 4/08/10 JH R *BLDG FOUND & TEMP SVC POLE VRU #: 001906387
4/08/10 AP t -pole passed
A814 01 4/08/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001906395
4/09/10 AP 79 falconridge dr lot 245
spring lake 28390
T /S: 04/09/2010 03:57 PM TWARD
B105 01 4/20/10 TI R *OPEN FLOOR VRU #: 001911981
4(ZAIfo rarer
COMMENTS AND NOTES
PREPARED 5/06/10, 13:58:14 INSPECTION TICKET PAGE 34
Harnett County " \:Th INSPECTOR: IVR DATE 5/07/10
Vc
ADDRESS . : 79 FALCONRIDGE DR SUBDIV:
CONTRACTOR : DUSTIN BLACKWELL, INC PHONE : (919) 606 -4696
OWNER . . : BLACKWELL HOMES,INC PHONE : (919) 606 -4696
PARCEL . . : 01- 0535 -19- -0100- -10-
APPL NUMBER: 10- 50024076 CP NEW RESIDENTIAL (SFD)
STRUCTURE: 000 000 70X31 CRAWL 3BD /2.5BA W /GAR & SCREEN POR
FLOOD ZONE FLOOD ZONE X
# BEDROOMS 2.50 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 4/01/10 BS R *BLDG FOOTING / TEMP SVC POLE VRU #: 001903343
4/01/10 AP T /S: April 01, 2010 12:16 PM BSUTTON
B103 01 4/08/10 JH R *BLDG FOUND & TEMP SVC POLE VRU #: 001906387
4/08/10 AP t -pole passed
A814 01 4/08/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001906395
4/09/10 AP 79 falconridge dr lot 245
spring lake 28390
T /S: 04/09/2010 03:57 PM TWARD
B105 01 4/20/10 DT R *OPEN FLOOR VRU #: 001911981
4/20/10 AP
R427 01 5 07/10 � TI� FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU #: 001921353
l/�`/i T /S: 05/06/2010 11:07 AM NTART
COMMENTS AND NOTES
PREPARED 5 /10 /10, 14:23:52 INSPECTION TICKET PAGE 1
}i rnett. County INSPECTOR: IVR DATE 5/11/10
ADDRESS . : 79 FALCONRIDGE DR SUBDIV:
CONTRACTOR : DUSTIN BLACKWELL, INC PHONE : (919) 606 -4696
OWNER . . : BLACKWELL HOMES,INC PHONE : (919) 606 -4696
PARCEL . . : 01- 0535 -19- -0100- -10-
APPL NUMBER: 10- 50024076 CP NEW RESIDENTIAL (SFD)
STRUCTURE: 000 000 70X31 CRAWL 3BD /2.5BA W /GAR & SCREEN POR
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 2.50 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 4/01/10 BS R *BLDG FOOTING / TEMP SVC POLE VRU #: 001903343
4/01/10 AP T /S: April 01, 2010 12:16 PM BSUTTON
B103 01 4/08/10 3M R *BLDG FOUND & TEMP SVC POLE VRU #: 001906387
4/08/10 AP t -pole passed
A814 01 4/08/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001906395
4/09/10 AP 79 falconridge dr lot 245
spring lake 28390
T /S: 04/09/2010 03:57 PM TWARD
8105 01 4/20/10 DT R *OPEN FLOOR VRU #: 001911981
4/20/10 AP
R427 01 5/07/10 FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU #: 001921353
5/07/10 (1) T /S: 05/06/2010 11:07 AM NTART
1. Need engineer repair for notched trusses above kitchen
and rear porch.
T /S: 05/07/2010 02:13 PM DETAYLOR
R327 01 5 /10 /10 TI THREE TRADE ROUGH IN >2500 VRU #: 001922830
5/07/10 CA
I129 01 5/11/10 TI. R *INSULATION INSPECTION VRU #: 001923945
57/11/0 ► ' )) G
R427 02 5/11/10 TI \ FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU #: 001924133
57/1/0 he V( T /S: 05/10/2010 02:23 PM NTART
COMMENTS AND NOTES
er. ..
T ENGINEERIN N 3 la
A MiTek Affiliate
Trenco
818 Soundside Rd
Edenton, NC 27932
Re: J95536
LOT 245 ANDERSON CRK
The truss drawing(s) referenced below have been prepared by Truss Engineering Co'!lunder my direct supervision
. based on the parameters provided by Comtech, Inc - Fayetteville. • ! "f
r r
Pages or sheets covered by this seal: E5696361 thruE5696361
My license renewal date for the state of North Carolina is December 31, 2010.:'
North Carolina COA: C -0844
,,,,nu n, „,
o . O ss o 4 ' '
Q Q, y� ; 9
SEAL -
030652
� N I NE 5 .
EP
k L , 0,
•
May 4,2010
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 ANS0,TP1 -1 Chapter 2.
Engineering services provided by Truss Engineering Company.
Job Truss Truss Type Oty Ply LOT 245 ANDERSON CRK
E5896361
J95536 F1CREP FLOOR 0 1
Mb RPferenrry Innlinna0
Comtsch, Inc.. Fayetteville, NC 28309 7.230 s Apr 22 2010 MiTek Industries, Inc. Mon May 03 0026 52 2010 Page 1
0 -p9 2 -8 -0 1 1 -3 -0 11_1.4 -12 1 ¢10.121 ots
Scale • 1:42.9
ADD 2 X 4 SPF NO.2 CUT TO FIT TIGHT 4" WIDE X 1" DEEP NOTCH
FLUSH AGAINST SCAB
2 -9-7
3x4 =
3•4 = 348 = 3x4 11 4•6 = 3•B FP = 344 =
1 2 3 4 5 8 7 a B 10 11 12 13
a u Ii��vl�//I iirr: �I i• 24 //� N9
a _ r
22 21 20 19 18 17 16 15 14
3•11 = 3x4 = 344 = 34 FP = 3x10 = 3x6 = It = 348 =
TOP VIEW
i APPLY 2X6 X e' - 0" SYP NO.2 SCAB TO UN -CUT SIDE OF TRUSS,
AS SHOWN, WITH CONSTRUCTION QUALITY ADHESIVE AND
/
Jr 1 ROW OF 10d (3" X 0.131 ") NAILS SPACED 2.0" O.C. IN ALL MEMBERS.
4 1 USETWOROWSINADDEDMEMBER.
d
a4 -0
1 109-0 I 24-11-0 I
10..9-4 14-1-12
Plate Offsets (X,Y): 19:0.1- 8,Edgel. 117:0- 1- 8,Edgel. 120:0.1- 8,Edge1.121:01- 8,Edgel
LOADING (psi) SPACING 2 -0-0 CSI DEFL In (lac) 1/defl Ltd PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 046 Ven(LL) -0.15 15 -16 >999 480 MT20 244/190
TCDL 10.0 Lumber Increase 1.00 BC 0.58 Vert(TL) -0.22 15-16 >773 360
BCLL 0.0 Rep Stress Inor YES WB 0.53 Hoa(TL) 0.03 14 n/a n/a
BCDL 5.0 Code IRC2003!7P12002 (Mabu) Weight: 122 Ib FT =20 %F, 11 %E
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
BOT CHORD 4 X 2 SYP No.1 end verticals.
WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (1b/size) 22=429/0-3-0 (min. 0-1-8), 18 =1621/0 -3-8 (min. 0-1 -8), 14= 651/0 -3.0 (min. 0-1-8)
Max Grav22=493(LC 2), 18 =1621(LC 1), 14 =684(LC 3)
FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 22- 23=- 107/0, 1 -23 =107 /0, 14 -24=- 106/0, 13-24= 106/0, 1- 2= -6/0, 2- 31082/71, 3-4=-1082/71, 4-5= 1082/71,
5-0/ 1464, 6 -7 =0/ 1464, 7 -8 =- 1868/0,8- 91868/0,9 -10 =- 2107/0, 10-11 = - 2107/0,11 -12= 2107/0,12-13 = -6/0
BOT CHORD 21 -22 46/936, 20- 21= -71/ 1082, 19 -20=- 526/490, 18 -19= 526/490, 17 -18 =292/740, 16-17 =0/1868, 15-16 46/1868,
14 -15 =0/1413
WEBS 6-18=-292/0, 2- 22= 1000/0, 518 =4537/0, 5- 2046/887, 4-20 =- 273/0, 2- 21=- 139/186, 3.21=- 84/79, 12 -14=- 1513/0,
12 -15 =0/749,11 -15 =- 315/0,9 -15 =- 31/561, 9-16=-19010, 7-18=-1950/0, 7-17=0/1333, 8-17=-342/0
NOTES
1)N/A
2) N/A
3)
4) Al plates are floor 1.5x MT20 unless otherwI considered x` xx
indicated. this design. 1Lt1
5) Plates checked for a plus or minus 1 degree rotation about 8s canter. x /,
6) Provide mechanical connection (by others) of base to bearing plate at Jolnt(s) 22. •- • • - J - /1
7) This truss is designed in accordance with the 2003 international Residential Code sections R502.11.1 and R802.10.2 and referenced ('—
standard ANSI/TP1 1.
8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3 -10d (0.131 "X 3 ") nails. Strongbacks
10 be attached to walls at their outer ends or restrained by other means. SEAL. -
91 CAUTION, Do nal erect truss backwards.
LOAD CASSIS) Standard . 03 0652
' '51,;.'./1/ GINE @
tiyf R. LP SS \ x .
' ''f /111111,
May 4,2010
® WARNING ' Verify design pnmmetm=ndRail) MITES ON TRW AM) INCLUDED IRTfiK RAPP-RRM.'R PA09 M1.7473 re. 10 DR RRFORR IIRR. ENGI
Design vold la use only with Wet connectors. This design a based only upon pa an
omelen shown. d b to Individual vidual buadvtg component. T■ ■ �O
Applcability of design pammenlen and proper Incorporation of component b responabilN of buildnd designer - not truss designer. Bracing shown
b la lateral up
sport d lndvldual web member only. Additional temporary bracing to insure stability during consL the is e responsiresponsibility of Me
NEENINC ev Y
Afl AFnllnle
erector. Additional permanent bracing of the overall structure is the responsibility of the building dmigrer. Fa general guidance ragadng
fabrication. golly control. Nixon delivery. erection and broc'n, consult ANSI /TIII gealfy CNeda, 051 -e1 and SCSI holding Component eta Bounasiae Road
Solely Information avplloble Iron Trun Pate institute, 291 N. Lee Street. Salle 312. Alexandria. VA 22314. Edenton, NC 27932
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V!
PRV -PARE$ 7/27/10, 14:03:41 INSPECTION TICKET PAGE 10
Harnett County INSPECTOR: IVR DATE 7/28/10
ADDRESS . : 79 FALCONRIDGE DR SUBDIV:
CONTRACTOR : DUSTIN BLACKWELL, INC PHONE : (919) 606 -4696
OWNER . . : BLACKWELL HOMES, INC PHONE : (919) 606 -4696
PARCEL . . : 01- 0535 -19- -0100- -10-
APPL NUMBER: 10- 50024076 CP NEW RESIDENTIAL (SFD)
STRUCTURE: 000 000 70X31 CRAWL 3BD /2.5BA W /GAR & SCREEN POR
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 2.50 PROPOSED USE • SFD
SEPTIC - EXISTING' • SEWER WATER SUPPLY • COUNTY
PERMIT: CPSF 00 CP * SPD
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
8101 01 4/01/10 BS R *BLDG FOOTING / TEMP SVC POLE VRU #: 001903343
4/01/10 AP T /S: April 01, 2010 12:16 PM BSUTTON
B103 01 4/08/10 JH R *BLDG FOUND & TEMP SVC POLE VRU #: 001906387
4/08/10 AP t -pole passed
A814 01 4/08/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001906395
4/09/10 AP V79 falconridge dr lot 245
spring lake 28390
T /S: 04/09/2010 03:57 PM TWARD
8105 01 4/20/10 DT R *OPEN FLOOR VRU #: 001911981
4/20/10 AP
R427 01 5/07/10 DT FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU #: 001921353
5/07/10 DA T /S: 05/06/2010 11:07 AM NTART
1. Need engineer repair for notched trusses above kitchen
and rear porch.
T /S: 05/07/2010 02:13 PM DETAYLOR
R327 01 5/10/10 TI THREE TRADE ROUGH IN >2500 VRU #: 001922830
5/07/10 CA
I129 01 5/11/10 DT R *INSULATION INSPECTION VRU #: 001923945
5/11/10 AP
R427 02 5 /11 /10 DT FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU #: 001924133
5/11/10 AP T /S: 05/10/2010 02:23 PM NTART
R431 01 7/28/10 TI FOUR TRADE FINAL >2500 VRU #: 001960186
'] c-!Q
COMMENTS AND NOTES
. ,
j a 4 , ,■ ,,Sta hit,
' . County of Harnett
Building Inspections Department .
Certificate cif CoinHplialiee. ' '-Occtipainey: I k '
Certificate issued pursuant to the requirements of North Carolina General Statute 153A-363 and Harnett la ;
. County Zoning Ordinances. This certifies at the time of issuance, this structure was in compliance with the
various ordinances of the Cr ty f Hamett and the North Carolina State Building Codes. For the following:
Use Classification: 5 F
p
tit
Nameig/4- /fee/t! 11 77614 C 4ei r" Building: \-..o.
v....
Electrical:
Address: 7 r i 1r), j f Insulation:
p .
Plumbing: 0
4 : .
4 Mechanical:
MFG Home: "'■
I
cTh
,...
Date: 7 n 69 Building Official: ---7 a L ‘`, ..,,
0 i
i AI,t;'
in) fiv 4 w k. iv .. qv . qv ••• fw , • . , • • I :. • • I 4 '+'' i t 1 ' ' e ' .+. •-% • . go •