INSPECTIONS PREPARED 1/28/10, 13:59:22 INSPECTION TICKET PAGE 39
Harnett County INSPECTOR: IVR DATE 1/29/10
ADDRESS . : 28 SAW GRASS CT SUBDIV: WALNUT GROVE 37LOTS
CONTRACTOR : STEPHENSON BUILDERS, INC. PHONE : (919) 427 -8654
OWNER . : EVEN PAR DEVELOPMENT LLC PHONE :
PARCEL . . : 01 -0525- - -0062- -39-
APPL NUMBER: 09- 50023513 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T /S: 12/31/2009 09:54 AM VBROWN - - --
WALNUT GROVE SUB DIV #30 ON SAW GRASS
COURT. 2105 TOWARD SPRING LAKE, LEFT
ON LASATER RD, LEFT ON SAW GRASS COURT
LOT #30.
STRUCTURE: 000 000 69X22 4BDR 2.SBATH SFD WITH GAR,DECK CRL
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 4.00 PROPOSED USE • SFD
SEPTIC - EXISTING' • NEW SEPTIC WATER SUPPLY • COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
B101 01 1/27/10 TI R *BLDG FOOTING / TEMP SVC POLE VRU #: 001876044
1/26/10 CA
B101 02 1/29/10 TI R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001876267
/9.9-/O -P T /S: 01/27/2010 03:51 PM NTART
COMMENTS AND NOTES
PREPARED 2/15/10, 15:02:36 INSPECTION TICKET PAGE 25
Harnett County_'y INSPECTOR: IVR DATE 2/16/10
ADDRESS . : 28 SAW GRASS CT SUBDIV: WALNUT GROVE 37LOTS
CONTRACTOR : STEPHENSON BUILDERS, INC. PHONE : (919) 427 -8654
OWNER . . : EVEN PAR DEVELOPMENT LLC PHONE :
PARCEL . . : 01 -0525- - -0062- -39-
APPL NUMBER: 09- 50023513 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T /S: 12/31/2009 09:54 AM VBROWN - - --
WALNUT GROVE SUB DIV #30 ON SAW GRASS
COURT. 210S TOWARD SPRING LAKE, LEFT
ON LASATER RD, LEFT ON SAW GRASS COURT
LOT #30.
STRUCTURE: 000 000 69X22 4BDR 2.5BATH SFD WITH GAR,DECK CRL
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 4.00 PROPOSED USE • SFD
SEPTIC - EXISTING' • NEW SEPTIC WATER SUPPLY • COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
B101 01 1/27/10 TI R *BLDG FOOTING / TEMP SVC POLE VRU #: 001876044
1/26/10 CA
B101 02 1/29/10 JH R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001876267
1/29/10 AP T /S: 01/27/2010 03:51 PM NTART
A814 01 2/16/10 TI ADDRESS CONFIRMATION VRU #: 001883115
B103 01 2/16/10 TI R *BLDG FOUND & TEMP SVC POLE VRU #: 001883107
2 /f PO
COMMENTS AND NOTES
a i •
rti TYNDALL
ENGINEERING Si DESIGN, P.A.
♦9197731200 • •919]]39659
69 Shipwash Drive • Garner • North Carolina • 27529
www.tyndallenginearino.com
January 25, 2010 •
Stephenson Builders, Inc.
1187 N. Raleigh St.
Angier, NC 27501
Reference: Framing Issues
Plan No.: DK1786
Project No. 09GAR -R0294
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) Kitchen framing.
The following conclusions and recommendations were presented for the above -
mentioned items:
1) Based on our plan review and analysis, to provide a more open kitchen, the plan specified
(2) 91/4" LVL shall be located so that it is flush with the Dining room wall. This framing
change removes a flush pier from the foundation. See the attached pages for framing
layout.
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
A sit
•S o i!!! U s
Alan W. Lewis E.I. Prentioh g;. }t# .
AWL/09GAR -R0294 4." ( . 4 . � 5f ad
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PREPARED 2/18/10, 13:58:59 INSPECTION,TICKET PAGE 32
Harnett County INSPECTOR: IVR DATE 2/19/10
ADDRESS . : 28 SAW GRASS CT SUBDIV: WALNUT GROVE 37LOTS
CONTRACTOR :.STEPHENSON BUILDERS, INC. PHONE : (919) 427 -8654
OWNER . . : EVEN PAR DEVELOPMENT LLC PHONE :
PARCEL . . : 01 -0525- - -0062- -39-
APPL NUMBER: 09- 50023513 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T /S: 12/31/2009 09:54 AM VBROWN - - --
_ WALNUT GROVE SUB DIV #30 ON SAW GRASS
COURT. 2105 TOWARD SPRING LAKE, LEFT
ON LASATER RD, LEFT ON SAW GRASS COURT
LOT #30.
STRUCTURE: 000 000 69X22 4BDR 2.5BATH SFD WITH GAR,DECK CRL
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 4.00 PROPOSED USE • SFD
SEPTIC - EXISTING' • NEW SEPTIC WATER SUPPLY • COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
B101 01 1/27/10 TI R *BLDG FOOTING / TEMP SVC POLE VRU #: 001876044
1/26/10 CA
B101 02 1/29/10 JH R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001876267
1/29/10 AP T /S: 01/27/2010 03:51 PM NTART
B103 01 2/16/10 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001883107
2/16/10 AP
A814 01 2/16/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001883115
2/17/10 AP 28 SAW GRASS CT LOT 30
BUNNLEVEL 28323
T /S: 02/17/2010 03:51 PM TWARD
3105 01 2/19/10 TI R *OPEN FLOOR VRU #: 001884766
COMMENTS AND NOTES
PREPAREDI 3/11'/10, 14:01:41 INSPECTION TICKET PAGE 36
Harnett County INSPECTOR: IVR DATE 3/12/10
ADDRESS . : 28 SAW GRASS CT SUBDIV: WALNUT GROVE 37LOTS
CONTRACTOR : STEPHENSON BUILDERS, INC. PHONE : (919) 427 -8654
OWNER . . : EVEN PAR DEVELOPMENT LLC PHONE :
PARCEL . : 01 -0525- - -0062- -39-
APPL NUMBER: 09- 50023513 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T /S: 12/31/2009 09:54 AM VBROWN - - --
WALNUT GROVE SUB DIV #30 ON SAW GRASS
COURT. 2105 TOWARD SPRING LAKE, LEFT
ON LASATER RD, LEFT ON SAW GRASS COURT
LOT #30.
STRUCTURE: 000 000 69X22 4BDR 2.5BATH SFD WITH GAR,DECK CRL
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 4.00 PROPOSED USE • SFD
SEPTIC - EXISTING'' • NEW SEPTIC WATER SUPPLY • COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
B101 01 1/27/10 TI R *BLDG FOOTING / TEMP SVC POLE VRU #: 001876044
1/26/10 CA
B101 02 1/29/10 JH R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001876267
1/29/10 AP T /S: 01/27/2010 03:51 PM NTART
B103 01 2/16/10 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001883107
2/16/10 AP
A814 01 2/16/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001883115
2/17/10 AP 28 SAW GRASS CT LOT 30
BUNNLEVEL 28323
T /S: 02/17/2010 03:51 PM TWARD
8105 01 2/19/10 DT R *OPEN FLOOR VRU #: 001884766
2/19/10 AP
R427 01 3/12/10 TI FOUR TRADE ROUGH IN >2500 VRU #: 001893767
lam- Dec
COMMENTS AND NOTES
t
TYNDALL
ENGINEERING & DESIGN. P.A.
1919773.1200 • x919773.9658
69•Shipwash Drive • Garner • North Carolina • 27529
www.tyndallengineering.corn
January 25, 2010
Stephenson Builders, Inc.
1187 N. Raleigh St.
Angier, NC 27501
Reference: Framing Issues Plan No.: DK1786
Project No. 09GAR -R0294
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) Kitchen framing.
The following conclusions and recommendations were presented for the above -
mentioned items:
1) Based on our plan review and analysis, to provide a more open kitchen, the plan specified
(2) 91/4" LVL shall be located so that it is flush with the Dining room wall. This framing
change removes a flush pier from the foundation. See the attached pages for framing
layout.
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
5 6 s
Alan W. Lewis E.I. Pren �' '
AWU09GAR -R0294 ``"
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T YNDALL
. f ENGINEERING & DESIGN,P.A.
•
- - 419 M.1200 • • 0)770 -46511
t9 SIdpwoth Olive • banner • Nortl, Carolinn • �IS49
• www.1 yi,.t IIei(LretM1ng.rom
lteference: Framing issues
Plan No,: DK1786
Project No, 09GAR -R0294
To Whom It May Concern:
A representative of Tyndall Engineering & Dosign analyzed plan items for the above
referenced project. Specifically, the following items listed were analyzed:
f /�/ 1) Required framing for brick veneer option.
/'i 2) Required header size at twin windows at Dining Room, Bedroom 112 and Bedroom #3.
/ 3) Required header size at triple windows in Great Ronne and Breakfast area.
/ 4) Required rafter and hip size at rear Screened Porch.
The following conclusions and recommendations were presented for the above -
mentioned iloms:
, 1) Based on our plan review and analysis, to support brick veneer the foundation wall shall
be 8" masonry block with 4" brick veneer on a 20" wide x 10" deep continuous concrete
footing. See attached detail. The garage header shall be either a (2) 20" LVL or a W 12 x
22 steel beam. Each header option shall be supported by (5) 2 x 4 stud columns at each
end. The 1,VI option shall have a L 5 x 3- 1/2 x 5/16 lintel secured with 14" thru bolts at
24" o,c. The steetbeam option shall have a 9" x 5116" lintel secured with'' l." x 2" welds
at 24" o.c.
v 2) The twin windows in the Dining Room, Bedroom 02 and Bedroom ii3 may bo framed as
single windows each having a separate header, The single header may be a (2) 2 x 8 with
one stud and one king stud at each end.
✓ 3) The headers in the Great Room and Breakfast area may be framed as a (2) 2 x 10 with 2
stud columns at each end and with double stud pockets between the windows.
6. 2009 2 :05PM No. 1600 P. 2
7
We TYNDALL
eNt.;INta!HINt: s nrStt;N, RA.
7 91977731200 • r919775.963a
6951upwaa66rivu • Gnnmr • 11gri11 lr2reiru • 27629
www.t yndalfetWirreer big
•
A
✓4) The rafters above the Screened Porch may be *amyl with 2 x 6 n 16" o.c. in lieu of plan
specified 2 x 89. Tito hip above the Screened Porch may be framed as a (2) 2 x 8 in lieu of
plan specified (2) 2 x 10,
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 P,nginccring & Design
x'22 -- a_,•
Alan W.l.owisE.I. et E ;S'f "f ,
AWL/09GAIt- It0294 J'.G `ihx
4
t .
al ' '' 77 i � 4 � , 1u
PREPARED 3/15/10, 15:05:55 INSPECTION TICKET PAGE 11
Harnett County INSPECTOR: IVR DATE 3/16/10
ADDRESS . : 28 SAW GRASS CT SUBDIV: WALNUT GROVE 37LOTS
CONTRACTOR : STEPHENSON BUILDERS, INC. PHONE : (919) 427 -8654
OWNER . . : EVEN PAR DEVELOPMENT LLC PHONE :
PARCEL . . : 01 -0525- - -0062- -39-
APPL NUMBER: 09- 50023513 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T /S: 12/31/2009 09:54 AM VBROWN - - --
WALNUT GROVE SUB DIV #30 ON SAW GRASS
COURT. 2105 TOWARD SPRING LAKE, LEFT
ON LASATER RD, LEFT ON SAW GRASS COURT
LOT #30.
STRUCTURE: 000 000 69X22 4BDR 2.5BATH SFD WITH GAR,DECK CRL
FLOOD ZONE • FLOOD ZONE X
4 BEDROOMS 4.00 PROPOSED USE • SFD
SEPTIC - EXISTING' • NEW SEPTIC WATER SUPPLY • COUNTY
PERMIT: CPSF 00 CP • SFD
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
B101 01 1/27/10 TI R *BLDG FOOTING / TEMP SVC POLE VRU #: 001876044
1/26/10 CA
B101 02 1/29/10 IH R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001876267
1/29/10 AP T /S: 01/27/2010 03:51 PM NTART
B103 01 2/16/10 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001883107
2/16/10 AP
A814 01 2/16/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001883115
2/17/10 AP 28 SAW GRASS CT LOT 30
BUNNLEVEL 28323
T /S: 02/17/2010 03:51 PM TWARD
B105 01 2/19/10 DT R *OPEN FLOOR VRU #: 001884766
2/19/10 AP
R427 01 3/12/10 KS FOUR TRADE ROUGH IN >2500 VRU #: 001893767
3/12/10 � 1. Need additionall bracket on each of the valley rafters
at ridge
2. Need hangar or ledger on header between valley rafters.
OK to side and insulate
T /S: 03/12/2010 10:34 AM KSLATTUM
I129 01 3/16/10 TI R *INSULATION INSPECTION VRU #: 001894690
R427 02 1 /10 T I FOUR TRADE ROUGH IN >2500 VRU #: 001894708
3�I6 /co «hr
COMMENTS AND NOTES
PREPARED 5/24/10, 14:42:53 INSPECTION TICKET PAGE 1
HNYnett County INSPECTOR: IVR DATE 5/25/10
ADDRESS . : 28 SAW GRASS CT SUBDIV: WALNUT GROVE 37LOTS
CONTRACTOR : STEPHENSON BUILDERS, INC. PHONE : (919) 427 -8654
OWNER . . : EVEN PAR DEVELOPMENT LLC PHONE :
PARCEL . . : 01 -0525- - -0062- -39-
APPL NUMBER: 09- 50023513 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T /S: 12/31/2009 09:54 AM VBROWN - - --
WALNUT GROVE SUB DIV #30 ON SAW GRASS
COURT. 2105 TOWARD SPRING LAKE, LEFT
ON LASATER RD, LEFT ON SAW GRASS COURT
LOT #30.
STRUCTURE: 000 000 69X22 4BDR 2.5BATH SFD WITH GAR,DECK CRL
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 4.00 PROPOSED USE - SFD
SEPTIC - EXISTING? • NEW SEPTIC WATER SUPPLY • COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
B101 01 1/27/10 TI R *BLDG FOOTING / TEMP SVC POLE VRU #: 001876044
1/26/10 CA
8101 02 1/29/10 JH R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001876267
1/29/10 AP T /S: 01/27/2010 03:51 PM NTART
B103 01 2/16/10 DT R *BLDG FOUND & TEMP SVC POLE VRU #: 001883107
2/16/10 AP
A814 01 2/16/10 TW "ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001883115
2/17/10 AP 28 SAW GRASS CT LOT 30
BUNNLEVEL 28323
T /S: 02/17/2010 03:51 PM TWARD
B105 01 2/19/10 DT R *OPEN FLOOR VRU #: 001884766
2/19/10 AP
R427 01 3/12/10 KS FOUR TRADE ROUGH IN >2500 VRU #: 001893767
3/12/10 DA 1. Need additionall bracket on each of the valley rafters
at ridge
2. Need hangar or ledger on header between valley rafters.
OK to side and insulate
T /S: 03/12/2010 10:34 AM KSLATTUM
I129 01 3/16/10 DT R *INSULATION INSPECTION VRU #: 001894690
3/16/10 AP T /S: 05/24/2010 02:42 PM NTART
R427 02 3/16/10 DT FOUR TRADE ROUGH IN >2500 VRU #: 001894708
3/16/10 AP T /S: 05/24/2010 02:42 PM NTART
H824 01 4/08/10 OT �i£NVIR. OPERATIONS PERMIT TIME: 17:00 VRU #: 001908003
4/08/10 AP V T /S: 04/09/2010 11:11 AM SSTEWART
T /S: 04/09/2010 11:11 AM SSTEWART
R431 01 5/25/10 TI FOUR TRADE FINAL >2500 VRU #: 001930767
S /2 vto 4P 1)f
COMMENTS AND NOTES
t T CFC Tr , g !{ n •, r.t -' A e :r: b v r 77 AA v
i s t *t s & s s sa , sass %
County of Harnett
Building Inspections.Department
Planning Services
4
Certificate of Compliance: . Occupancy:
x
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
� '1 various ordinances of the County of Ha ett and the North Carolina State Building Codes. For the following:
Use Classification: QtSi Permit Numbers p
Name: 5+tpktMson t; 1 A ers , i r. c Building: ' �
Electrical:
Address: G8 So,/ &r r-4 Insulation: p 2
R,AA\eaw\ 1tiJC Zin23 Plumbing: -i 0
Mechanical: O cik
MFG Home: 6.,,,
Date: 5 �2- / Building Official: 7 v Tve f vs repr , i t
iiil„ , 4 . ,:f ., .