INSPECTIONS PREPARED 3/01/10, 13:59:47 INSPECTION TICKET PAGE 38
Harnett County INSPECTOR: IVR DATE 3/02/10
ADDRESS. . : 89922 *UNASSIGNED SUBDIV:
CONTRACTOR : KEITH BULLOCK BUILDERS INC. PHONE : (919) 639 -7424
OWNER . . : BRYAN CHARLES & LINDA PHONE : (919) 557 -5050
PARCEL . . : 05 -0642- - -0003- -14-
APPL NUMBER: 10- 50023623 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T /S: 01/19/2010 11:33 AM RDCONTE - --
194 JACKSON ROAD
TAKE 401 N TOWARDS FUQUAY. T/L ON
CHRISTIAN LIGHT ROAD. GO APROX 1.5MI,
T/L ON JACKSON ROAD. 194 JACKSON IS AT
THE 2ND GROUP OF MAILBOXES ON THE
RIGHT.
STRUCTURE: 000 000
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 4.00 PROPOSED USE • SFD
SEPTIC - EXISTING • EXISTING WATER SUPPLY • EXT WELL
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
B101 01 3/02/10 T R *BLDG FOOTING / TEMP SVC POLE VRU #: 001889004
3 a -ro
COMMENTS AND NOTES
PREPARED 3/10/10, 13:58:58 INSPECTION TICKET PAGE 22
Harnett County INSPECTOR: IVR DATE 3/11/10
ADDRESS . : 89922 *UNASSIGNED SUBDIV:
CONTRACTOR : KEITH BULLOCK BUILDERS INC. PHONE : (919) 639 -7424
OWNER . . : BRYAN CHARLES & LINDA PHONE : (919) 557 -5050
PARCEL . . : 05 -0642- - -0003- -14-
APPL NUMBER: 10- 50023623 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T /S: 01/19/2010 11:33 AM RDCONTE - --
194 JACKSON ROAD
TAKE 401 N TOWARDS FUQUAY. T/L ON
CHRISTIAN LIGHT ROAD. GO APROX 1.5MI,
T/L ON JACKSON ROAD. 194 JACKSON IS AT
THE 2ND GROUP OF MAILBOXES ON THE
RIGHT.
STRUCTURE: 000 000
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 4.00 PROPOSED USE • SFD
SEPTIC - EXISTING' • EXISTING WATER SUPPLY • EXT WELL
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
B101 01 3/02/10 BS R *BLDG FOOTING / TEMP SVC POLE VRU #: 001889004
3/02/10 AP T /S: March 02, 2010 12:48 PM BSUTTON
B103 01 1/11/10 TI R *BLDG FOUND & TEMP SVC POLE VRU #: 001893598
J8S
COMMENTS AND NOTES
PREPARED 3/17/10, 13:59:00 INSPECTION TICKET PAGE 18 ,
Harnett County INSPECTOR: IVR DATE 3/18/10
ADDRESS . : 89922 *UNASSIGNED SUBDIV:
CONTRACTOR : KEITH BULLOCK BUILDERS INC. PHONE : (919) 639 -7424
OWNER . . : BRYAN CHARLES & LINDA PHONE : (919) 557 -5050
PARCEL . . : 05 -0642- - - 0003 -, -14-
APPL NUMBER: 10- 50023623 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T /S: 01/19/2010 11:33 AM RDCONTE - --
194 JACKSON ROAD
TAKE 401 N TOWARDS FUQUAY. T/L ON
CHRISTIAN LIGHT ROAD. GO APROX 1.5MI,
T/L ON JACKSON ROAD. 194 JACKSON IS AT
THE 2ND GROUP OF MAILBOXES ON THE
RIGHT.
STRUCTURE: 000 000
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 4.00 PROPOSED USE • SFD
SEPTIC - EXISTING? - EXISTING WATER SUPPLY • EXT WELL
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
B101 01 3/02/10 BS R *BLDG FOOTING / TEMP SVC POLE VRU #: 001889004
3/02/10 AP T /S: March 02, 2010 12:48 PM BSUTTON
3103 01 3/11/10 BS R *BLDG FOUND & TEMP SVC POLE VRU #: 001893598
3/11/10 AE Damproof exterior, leave open for inspection. Will check at
open floor
A814 01 3/16/10 FE ADDRESS CONFIRMATION VRU #: 001893605
3/15/10 AP T /S: 03/15/2010 04:39 PM FBURGESS
194 JACKSON RD FUQUAY VARINA, NC 27526
B105 01 3118 10 T p s 6' R *OPEN FLOOR VRU #: 001896121
COMMENTS AND NOTES
PREPARED 4/19/10, 15:13:27 INSPECTION TICKET PAGE 31
Harnett County INSPECTOR: IVR DATE 4/20/10
ADDRESS . : 89922 *UNASSIGNED SUBDIV:
CONTRACTOR : KEITH BULLOCK BUILDERS INC. PHONE : (919) 639 -7424
OWNER . . : BRYAN CHARLES & LINDA PHONE : (919) 557 -5050
PARCEL . . : 05 -0642- - -0003- -14-
APPL NUMBER: 10- 50023623 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T /S: 01/19/2010 11:33 AM RDCONTE - --
194 JACKSON ROAD
TAKE 401 N TOWARDS FUQUAY. T/L ON
CHRISTIAN LIGHT ROAD. GO APROX 1.5MI,
T/L ON JACKSON ROAD. 194 JACKSON IS AT
THE 2ND GROUP OF MAILBOXES ON THE
RIGHT.
STRUCTURE: 000 000
FLOOD ZONE FLOOD ZONE X
# BEDROOMS 4.00 PROPOSED USE SFD
SEPTIC - EXISTING? • EXISTING WATER SUPPLY EXT WELL
PERMIT: CPSF 00 CP * SPD
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
B101 01 3/02/10 BS R *BLDG FOOTING / TEMP SVC POLE VRU #: 001889004
3/02/10 AP T /S: March 02, 2010 12:48 PM BSUTTON
B103 01 3/11/10 BS R *BLDG FOUND & TEMP SVC POLE VRU #: 001893598
3/11/10 AE Damproof exterior, leave open for inspection. Will check at
open floor
A814 01 3/16/10 FB ADDRESS CONFIRMATION VRU #: 001893605
3/15/10 AP T /S: 03/15/2010 04:39 PM FBURGESS
194 JACKSON RD FUQUAY VARINA, NC 27526
B105 01 3/18/10 BS R *OPEN FLOOR VRU #: 001896121
3/18/10 AP T /S: March 18, 2010 09:31 AM BSUTTON
R427 01 4/20/10 T FOUR TRADE ROUGH IN >2500 VRU #: 001912808
y -,2Prn
COMMENTS AND NOTES
I
PREPARED 4/23/10, 13:58:45 INSPECTION TICKET PAGE 12
Hdrnett'County INSPECTOR: IVR DATE 4/26/10
ADDRESS . : 89922 *UNASSIGNED SUBDIV:
CONTRACTOR : KEITH BULLOCK BUILDERS INC. PHONE : (919) 639 -7424
OWNER . . : BRYAN CHARLES & LINDA - PHONE : (919) 557 -5050
PARCEL . . : 05 -0642- - -0003- -14-
APPL NUMBER: 10- 50023623 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T /S: 01/19/2010 11:33 AM RDCONTE - --
194 JACKSON ROAD
TAKE 401 N TOWARDS FUQUAY. T/L ON
CHRISTIAN LIGHT ROAD. GO APROX 1.5MI,
T/L ON JACKSON ROAD. 194 JACKSON IS AT
THE 2ND GROUP OF MAILBOXES ON THE
RIGHT.
STRUCTURE: 000 000
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 4.00 PROPOSED USE • SFD
SEPTIC - EXISTING? • EXISTING WATER SUPPLY • EXT WELL
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
B101 01 3/02/10 BS R *BLDG FOOTING / TEMP SVC POLE VRU #: 001889004
3/02/10 AP T /S: March 02, 2010 12:48 PM BSUTTON
B103 01 3/11/10 BS R *BLDG FOUND & TEMP SVC POLE VRU #: 001893598
3/11/10 AE Damproof exterior, leave open for inspection. Will check at
open floor
A814 01 3/16/10 FB ADDRESS CONFIRMATION VRU #: 001893605
3/15/10 AP T /S: 03/15/2010 04:39 PM FBURGESS
194 JACKSON RD FUQUAY VARINA, NC 27526
B105 01 3/18/10 BS R *OPEN FLOOR VRU #: 001896121
3/18/10 AP T /S: March 18, 2010 09:31 AM BSUTTON
R427 01 4/20/10 `-FO� TRADE ROUGH IN >2500 VRU #: 001912808
4/20/10 DA W. Need tempered glass at rear s ,i�de door. //Insulate water
line for master shower head. lxttud column for garage 9.25
LVL should be 4 (beside electrical panel) '4'Rear porch
header should be 3- 2x10.Plan shows covered porch beam
hangered into screen porch beam- roof hip supported above.
5 Add studs at double 2x10 right of foyer per plan
.NEED ENGINEERING ON THE FOLLOWING- Stud height in garage
supporting roof and floor exceeds 10' Need a detail on
ceiling joist to beam connection,or that its ok the way it
is done. Added beam carrying ceiling load right of front
foyer, not shown on plan. Verify that side nailing studs to
rafters is acceptable rafter support. DO not cover rear
porch ceilings /beams. ok to insulate
I129 01 4/26/10 TI R *INSULATION INSPECTION VRU #: 001915486
R227 01 4/ /10 TI TWO TRADE ROUGH IN >2500 VRU #: 001915477
COMMENTS AND NOTES
Apr. 22. 2010 2 :55PM • No. 3441 P. 1
WO TYNDALL
J ENGINEERING & DESIGN, P.A.
•519 7731200 • • 9N 771'965e
69 Shipwash Drive • Garner • North Caroline • 27320
www.tyndelknolneering.com
April22, 2010
Keith Bullock Builders, Inc.
72 Overlook Ct.
Angier, NC 27501
Reference; Inspection Issues
Plan: DK 2859
• Project No. l OGAR -R0009
To Whom It May Concern:
A representative of Tyndall Engineering & Design analyzed plan items for the above
referenced project. Specifically, the following items listed were analyzed:
1) Garage stud wall height of approximately 12` -0 ".
2) Floor joist connection to W8x21 in Family Room.
3) Knee wall connection to roof rafters in second floor,
4) Connection between rear Covered Porch header and rear Screened Porch header.
The following conclusions and recommendations were presented for the above -
mentioned items;
1) Based on our plan review and analysis, the 12'•0" tall studs shall be either 2x6 @ 16"
o.c., or (2)2x4 @ 16" o.c. For the (2)2x4 option, the studs may be framed side -by -side or
as a "T" section. The plan specified beam stud columns are adequate as framed.
2) The web of the W8x21 shall be packed out with 2x lumber. The floor joists shall bear an
a ledger. See sheet 3 for required framing detail
3) The rafters may be nailed to the 2x4 knee wall studs in lieu of bearing on top of the knee
wall. The rafters must be secured with minimum (5)10d nails at each connection. See
sheet 3 for required framing detail.
0
Page of 4
Apr. 22. 2010 2:55PM No. 3441 P. 2
ara TYNDALL
ENGINEERING& DESIGN. P.A.
i 919 773.1200 • • 919713.9458
t9 Shipwa+lr Drive • Garner • North Carotins • 27520
.. ww. t y n dell enpl t e e ri n g.t e m
4) The header connection is framed as shown on sheet 4. This connection is an adequate
substitute for the plan specified LUS210 -3 hanger.
We appreciate being able to assist you during this phase of the project. If you need
further assistance or require additional information please do not hesitate to contact us.
Sincerely,
Tyndall Engineering & Design
er
Alan W. Le E.l p
wis ;1 ..: . P.E.
•
AWL/10GAR -R0009 A` •
,,, nln , u ara'1a,`, 2
•
Page 2 of 4
Apr.22. 2010 2 :56PM • No. 3441 P. 3
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www.2vnd04)1%ginurmna. cam
•
Apr. 20. 2010 10: 57AM No. 3398 P. 1
•
WO TYNDALL
ENGINEERING & DESIGN, P.A,
r 919 777 - 17U0 • • 910973 %SI
69 Shipwuh Drive • Gaoler • North Carolina • 27519
www.Lyndellongineering.com
•
April 20, 2010
Keith Bullock Builders, Inc.
72 Overlook Ct.
Angier, NC 27501
Reference: Attic Framing
Plan; DK 2859
Project No. IOGAR -R0009
To Whom It May Concern:
A representative of Tyndall Engineering & Design analyzed plan items for the above
referenced project. Specifically, the following items listed were analyzed:
•
1) Framing in attic near stairs. •
The following conclusions and recommendations were presented for the above -
mentioned items:
•
1) Based on our plan review and analysis, the plan specified wall in the attic near the stairs
may be removed. The plan specified point Toad shall be supported by (2) 2x8 ceiling
joists, The double 2x8 ceiling joists shall be secured to a (2)2x8 rafter with (2)112" x 6"
lag screws. The reader is referred to the attached pages. These changes will adequately
support the anticipated loading conditions.
We appreciate being able to assist you during this phase of the project. If you need
further assistance or require additional information please do not hesitate to contact us,
Sincerely,
Tyndall Engineering & Design
• ,
Alan W. Lewis E.I. Prentice • • r d. "
AWUIOGAR -80009 = � 4 � SS/ 4
%3. zoa
•
r. i �•. cl
•,,, A. T , ,, I
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Page 1 of 3
•
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Apr. 20. 2010 10:57AM No. 3398 P. 2
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SECURE TO
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LAG SCRE x 6" 2"0 ATTIC STORAGE
(2) 2x8 2SC
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BED COLUMNS TO
BEAR R ON DJ BELOW
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fd /Mali B BULLOCK BUILDERS, INC PARTIAL A TTIC PLAN DNININDN0Mfl k C �e - �f mod Q.
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Apr. 20. 201010:58AM No. 3398 P. 3
•
2x8 ®16" O,C. 2SC SKE
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ENGINEERING& DESIGN, P.A. •Q; ��'•
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•In oa • • P• niMN ETYMON No. DATE ETYMON Mt OP MEWL CHIC t F S . • Q�1
1931 .00A0.n. • Gr.., • North C•nb•• • DIM
wWYni•I.ggInonnYa• Ina p
04 220.10 I !BOAR- ROOOSI • . , e., r , Ce: N?
ELUL KEITH
CR OLOCG BUILDERS. INC 1 N1u[ n: PARTIAL ROOF PLAN pR1WINDNp�pxR: g(y elle Y � i4 . 6 11 ° P PS
ANGIER, NC 27501 3 Of 3 �Iltllu
PREPARED 6/16/10, 14:09:17 INSPECTION TICKET PAGE 20
Harnett,Coun%y INSPECTOR: IVR DATE 6/17/10
ADDRESS . : 89922 *UNASSIGNED SUBDIV:
CONTRACTOR : KEITH BULLOCK BUILDERS INC. PHONE : (919) 639 -7424
OWNER . . : BRYAN CHARLES & LINDA PHONE : (919) 557 -5050
PARCEL . . : 05 -0642- - -0003- -14-
APPL NUMBER: 10- 50023623 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T /S: 01/19/2010 11:33 AM RDCONTE - --
194 JACKSON ROAD
TAKE 401 N TOWARDS FUQUAY. T/L ON
CHRISTIAN LIGHT ROAD. GO APROX 1.5M1,
T/L ON JACKSON ROAD. 194 JACKSON IS AT
THE 2ND GROUP OF MAILBOXES ON THE
RIGHT.
STRUCTURE: 000 000
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 4.00 PROPOSED USE • SFD
SEPTIC - EXISTING' • EXISTING WATER SUPPLY • EXT WELL
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS/COMMENTS
B101 01 3/02/10 BS R *BLDG FOOTING / TEMP SVC POLE VRU #: 001889004
3/02/10 AP T /S: March 02, 2010 12:48 PM BSUTTON
B103 01 3/11/10 BS R *BLDG FOUND & TEMP SVC POLE VRU #: 001893598
3/11/10 AE Damproof exterior, leave open for inspection. Will check at
open floor
A814 01 3/16/10 FE v/ ADDRESS CONFIRMATION VRU #: 001893605
3/15/10 AP T /S: 03/15/2010 04:39 PM FBURGESS
194 JACKSON RD FUQUAY VARINA, NC 27526
B105 01 3/18/10 BS R *OPEN FLOOR VRU #: 001896121
3/18/10 AP T /S: March 18, 2010 09:31 AM BSUTTON
R427 01 4/20/10 BS FOUR TRADE ROUGH IN >2500 VRU #: 001912808
4/20/10 DA 1. Need tempered glass at rear side door. 2.Insulate water
line for master shower head. 3.Stud column for garage 9.25
LVL should be 4 (beside electrical panel) 4.Rear porch
header should be 3- 2x10.Plan shows covered porch beam
hangered into screen porch beam- roof hip supported above.
5 Add studs at double 2x10 right of foyer per plan
.NEED ENGINEERING ON THE FOLLOWING- Stud height in garage
supporting roof and floor exceeds 10' Need a detail on
ceiling joist to beam connection,or that its ok the way it
is done. Added beam carrying ceiling load right of front
foyer, not shown on plan. Verify that side nailing studs to
rafters is acceptable rafter support. DO not cover rear
porch ceilings /beams. ok to insulate
I129 01 4/26/10 BS R *INSULATION INSPECTION VRU #: 001915486
4/27/10 AP T /S: April 27, 2010 07:25 AM BSUTTON
R227 01 4/26/10 BS TWO TRADE ROUGH IN >2500 VRU #: 001915477
4/27/10 AP T /S: April 27, 2010 07:25 AM BSUTTON
R431 01 6/17/10 TI FOUR TRADE FINAL >2500 VRU #: 001942241
6. /r, /p. `.
COMMENTS AND NOTES
i
i } 1 .• i 3 ^. i x.! aFM. l ^yT"r7 • 47 .c.:?,fk' . "'+?^.TMa .inr «.+ ry. r / r mrcnm EW " '- -,-• a t'' ■
-; ' . ,1,. • A . ' ' . . ' -. ' ., , ' : -. A , -'' :
sii
County of Harnett
Building Inspections Department
Planning Services
i
Certificate of Compliance: Occupancy
Certificate issued pursuant to the requirements of North Carolina General Statute 153A -363 and Harnett
County Zoning Ordinances. This certifies at the time of issuance, this structure was in compliance with the L
various ordinances of the County of Harnett and the North Carolina State Building Codes. For the following:
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Use Classification: R-3 Permit Numbers
Name: Building: I n -5'cv. 2 3A, 23
A r y 41. 1 CI Q t" ies -' L t tit et 1 r: Electrical: t
Address: Insulation: `-
y .7 cic I��rm f�'6P Plumbing:
Mechanical: /'
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MFG Home:
Date: 4. q 7 _ 1 O Building Official: -7-. Z L e
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