INSPECTIONS
PREPARED 9/15/09, 14:51:55 INSPECTION TICKET PAGE 1
Harnett County INSPECTOR: IVR DATE 9/16/09
ADDRESS . : 377 HEATHROW DR SUBDIV: HIGHGROVE@ANDERSON CRK PH2 35L
CONTRACTOR SAVVY HOMES, LLC PHONE (919) 787-5158
OWNER STAFFORD LAND COMPANY INC PHONE
PARCEL 01-0504- - -0177- -78-
APPL NUMBER: 09-50022638 CP NEW RESIDENTIAL (SFD)
-
DIRECTIONS : T/S: 08/11/2009 09:08 AM RDCONTE
HIGHGROVE @ ANDERSON CREEK PH:II #76
TAKE 210 SOUTH. T/R ON RAY ROAD. T/L
INTO S/D ON HIGHGROVE DRIVE.
****SOUTH RIVER****
STRUCTURE: 000 000 5Ox57 SLAB 4BD/2.5BA W/GAR
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
E207 01 9/16109 TI R*ELEC TEMP SERVICE POLE TIME: 17:00 VRU 001822287
(pC(-G `DS T/S: 09/15/2009 12:37 PM NTART
&305 01 9/16/09 TI R*PLUMB SEWER CONNECTION TIME: 17:00 VRU 001822295
9/15/09 CA T/S: 09/15/2009 12:37 PM NTART
T/S: 09/15/2009 02:51 PM NTART
P307 01 9/16/09 TI R*PLUMB WATER CONNECTION TIME: 17:00 VRU 001822303
9/15/09 CA T/S: 09/15/2009 12:37 PM NTART
T/S: 09/15/2009 02:51 PM NTART
P309 01 /16/09 T R*PLUMB UNDER SLAB TIME: 17:00 VRU 001822527
T/S: 09/15/2009 02:51 PM NTART
COMMENTS AND NOTES - - - - -
PREPARED 9/16/09, 14:02:04 INSPECTION TICKET PAGE 33
Harnett County INSPECTOR: IVR DATE 9/17/09
- - -
ADDRESS . : 377 HEATHROW DR SUBDIV: HIGHGROVE@ANDERSON CRK PH2 35L
CONTRACTOR SAVVY HOMES, LLC PHONE (919) 787-5158
OWNER STAFFORD LAND COMPANY INC PHONE
PARCEL 01-0504- - -0177- -78-
APPL NUMBER: 09-50022638 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 08/11/2009 09:08 AM RDCONTE
HIGHGROVE @ ANDERSON CREEK PH:II #76
TAKE 210 SOUTH. T/R ON RAY ROAD. T/L
INTO S/D ON HIGHGROVE DRIVE.
****SOUTH RIVER****
STRUCTURE: 000 000 50X57 SLAB 4BD/2.5BA W/GAR
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
- - - - - -
E207 01 9/16/09 JH R*ELEC TEMP SERVICE POLE TIME: 17:00 VRU 001822287
9/16/09 AP T/S: 09/15/2009 12:37 PM NTART
M305 01 9/16/09 TI R*PLUMB SEWER CONNECTION TIME: 17:00 VRU 001822295
9/15/09 CA T/S: 09/15/2009 12:37 PM NTART
T/S: 09/15/2009 02:51 PM NTART
P307 01 9/16/09 TI R*PLUMB WATER CONNECTION TIME: 17:00 VRU 001822303
9/15/09 CA T/S: 09/15/2009 12:37 PM NTART
T/S: 09/15/2009 02:51 PM NTART
P309 01 9/16/09 JH R*PLUMB UNDER SLAB TIME: 17:00 VRU 001822527
9/16/09 AP T/S: 09/15/2009 02:51 PM NTART
A814 01 9/17/09 TI ADDRESS CONFIRMATION VRU 001823285
B111 01 4z 17/09„ T~ R*HLDG SLAB INSP VRU 001823301
COMMENTS AND NOTES
PREPARED 9/28/09, 14:12:11 INSPECTION TICKET PAGE 24
Harnett County INSPECTOR: IVR DATE 9/29/09
ADDRESS . : 377 HEATHROW DR SUBDIV: HIGHGROVEQANDERSON CRK PH2 35L
CONTRACTOR SAVVY HOMES, LLC PHONE (919) 787-5158
OWNER STAFFORD LAND COMPANY INC PHONE
PARCEL 01-0504- - -0177- -78-
APPL NUMBER: 09-50022638 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 08/11/2009 09:08 AM RDCONTE
HIGHGROVE @ ANDERSON CREEK PH:II #76
TAKE 210 SOUTH. T/R ON RAY ROAD. T/L
INTO S/D ON HIGHGROVE DRIVE.
****SOUTH RIVER****
STRUCTURE: 000 000 50X57 SLAB 4BD/2.5BA W/GAR
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
E207 01 9/16/09 JH R*ELEC TEMP SERVICE POLE TIME: 17:00 VRU 001822287
9/16/09 AP T/S: 09/15/2009 12:37 PM NTART -
- - -
M305 01 9/16/09 TI R*PLUMB SEWER CONNECTION TIME: 17:00 VRU 001822295
9/15/09 CA T/S: 09/15/2009 12:37 PM NTART
T/S: 09/15/2009 02:51 PM NTART
P307 01 9/16/09 TI R*PLUMB WATER CONNECTION TIME: 17:00 VRU 001822303
9/15/09 CA T/S: 09/15/2009 12:37 PM NTART
T/S: 09/15/2009 02:51 PM NTART
P309 01 9/16/09 JH R*PLUMB UNDER SLAB TIME: 17:00 VRU 001822527
9/16/09 AP T/S: 09/15/2009 02:51 PM NTART
Bill 01 9/17/09 JH R*BLDG SLAB INSP VRU 001823301
9/17/09 AP
A814 01 9/17/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001823285
9/21/09 AP 377 heathrow dr lot 76
spring lake 28390
T/S: 09/21/2009 01:37 PM TWARD
M305 02 R/29/09 TI R*PLUMB SEWER CONNECTION TIME: 17:00 VRU 001828458
y ae-o9 lq T/S: 09/28/2009 12:23 PM NTART
P307 02 9/29/09 TI R*PLUMB WATER CONNECTION TIME: 17:00 VRU 001828466
9-2,3-01 T/S: 09/28/2009 12:23 PM NTART
COMMENTS AND NOTES -
PREPARED 10/06/09, 13:58:58 INSPECTION TICKET PAGE 33
Harnett County INSPECTOR: IVR DATE 10/07/09
- - - - - - - -
1_:
ADD£ESq N. : 377 HEATHROW DR SUBDIV: HIGHGROVEQANDERSON CRK PH2 35L
CONi"CTOr SAVVY HOMES, LLC PHONE (919) 787-5158
OWNER STAFFORD LAND COMPANY INC PHONE
PARCEL 01-0504- - -0177- -78-
APPL NUMBER: 09-50022638 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 06/11/2009 09:08 AM RDCONTE
HIGHGROVE ® ANDERSON CREEK PH:II #76
TAKE 210 SOUTH. T/R ON RAY ROAD. T/L
INTO SID ON HIGHGROVE DRIVE.
****SOUTH RIVER****
STRUCTURE: 000 000 50X57 SLAB 4BD/2.5BA W/GAR
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
- - - - - - -
E207 01 9116109 JH R*ELEC TEMP SERVICE POLE TIME: 17:00 VRU 001822287
9/16/09 AP T/S: 09/15/2009 12:37 PM NTART
M305 01 9/16/09 TI R*PLUMB SEWER CONNECTION TIME: 17:00 VRU 001822295
9/15/09 CA T/S: 09/15/2009 12:37 PM NTART
T/S: 09/15/2009 02:51 PM NTART
P307 01 9/16/09 TI R*PLUMB WATER CONNECTION TIME: 17:00 VRU 001822303
9/15/09 CA T/S: 09/15/2009 12:37 PM NTART
T/S: 09/15/2009 02:51 PM NTART
P309 01 9/16/09 JH R*PLUMB UNDER SLAB TIME: 17:00 VRU 001822527
9/16/09 AP T/S: 09/15/2009 02:51 PM NTART
8111 01 9/17/09 JH R*BLDG SLAB INSP VRU 001823301
9/17/09 AP
A814 01 9/17/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001823285
9/21/09 AP 377 heathrow dr lot 76
spring lake 28390
T/S: 09/21/2009 01:37 PM TWARD
M305 02 9/29/09 JH R*PLUMB SEWER CONNECTION TIME: 17:00 VRU 001828458
9/29/09 AP T/S: 09/28/2009 12:23 PM NTART
P307 02 9/29/09 JH R*PLUMB WATER CONNECTION TIME: 17:00 VRU 001828466
9/29/09 AP T/S: 09/28/2009 12:23 PM NTART
-
R425 01 10/05/09 TI FOUR TRADE ROUGH IN VRU 001831213
10/02/09 CA T/S: 10/02/2009 02:48 PM NTART
R427 01 10/07/0 FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001831205
'7-D T/S: 10/05/2009 08:50 AM NTART
T/S: 10/06/2009 12:12 PM NTART
- COMMENTS AND NOTES - -
BP006U01 Harnett County 10/07/09
Edit Narrative 12:03:05
Application number, type 09 50022638 CP NEW RESIDENTIAL (SFD)
Pro-ertp address . . . . . . 377 HEATHROW DR
Type information, press Enter.
1. Need en ineerin on all holes cut for ductwork in I
joists wit in o a support wa A so or plu ing in
garage where 3 inch pi e ho are drilled closer than 17b
to t e ottom chord. Wail corners not tied w/ OSB 'Open
stu s) Have engineer sec strapping for epair. 3. Nee
s uashbllocks eider side of I oasts in ara e carrying
wal roof load above. O to insulate, o not side
More...
F3=Exit F5=Copy F6=Insert F7=Delete F8=Time stamp
F12=Cancel F21=User defaults
PREPARED, 10/09/09, 14:00:11 INSPECTION TICKET PAGE 24
Harnett~County INSPECTOR: IVR DATE 10/12/09
- - - - - - -
ADDRESS . : 377 HEA"HROW DR SUBDIV: HIGHGROVEOANDERSON CRK PH2 35L
CONTRACTOR SAfVY HNES, LLC PHONE (919) 787-5158
OWNER STAFFORD LAND COMPANY INC PHONE
PARCEL 01-0504- - -0177- -78-
APPL NUMBER: 09-50022638 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 08/11/2009 09:08 AM RDCONTE
HIGHGROVE ® ANDERSON CREEK PH:II #76
TAKE 210 SOUTH. T/R ON RAY ROAD. T/L
INTO SID ON HIGHGROVE DRIVE.
****SOUTH RIVER****
STRUCTURE: 000 000 SOX57 SLAB 413D/2.5BA W/GAR
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
E207 01 9/16/09 JH R*ELEC TEMP SERVICE POLE TIME: 17:00 VRU 001822287
9/16/09 AP T/S: 09/15/2009 12:37 PM NTART
M305 01 9/16/09 TI R*PLUMB SEWER CONNECTION TIME: 17:00 VRU 001822295
9/15/09 CA T/S: 09/15/2009 12:37 PM NTART
T/S: 09/15/2009 02:51 PM NTART
P307 01 9116109 TI R*PLUMB WATER CONNECTION TIME: 17:00 VRU 001822303
9/15/09 CA T/S: 09/15/2009 12:37 PM NTART
T/S: 09/15/2009 02:51 PM NTART
P309 01 9/16/09 JH R*PLUMB UNDER SLAB TIME: 17:00 VRU 001822527
9/16/09 AP T/S: 09/15/2009 02:51 PM NTART
B111 01 9/17/09 JH R*BLDG SLAB INSP VRU 001823301
9/17/09 AP
A814 01 9/17/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001823285
9/21/09 AP 377 heathrow dr lot 76
spring lake 28390
T/S: 09/21/2009 01:37 PM TWARD
M305 02 9/29/09 JH R*PLUMB SEWER CONNECTION TIME: 17:00 VRU 001828458
9/29/09 AP T/S: 09/28/2009 12:23 PM NTART
-
P307 02 9/29/09 JH R*PLUMB WATER CONNECTION TIME: 17:00 VRU 001828466
9/29/09 AP T/S: 09/28/2009 12:23 PM NTART
R425 01 10/05/09 TI FOUR TRADE ROUGH IN VRU 001831213
10/02/09 CA T/S: 10/02/2009 02:48 PM NTART
R427 01 10/07/09 BS FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001831205
10/07/09 DA T/S: 10/05/2009 08:50 AM NTART
T/S: 10/06/2009 12:12 PM NTART -
1. Need engineering on all holes cut for ductwork in I
joists within 5-6" of a support wall. Also for plumbing in
garage where 3 inch pipe holes are drilled closer than 1/8
to the bottom chord. 2. Wall corners not tied w/ OSB (open
studs) Have engineer spec strapping for repair. 3. Need
squash blocks either side of I joists in garage carrying
wall/roof load above. Ok to insulate, do not side
CONTINUED ONTO NEXT PAGE
PREPARED 10/09/09, 14:00:11 INSPECTION TICKET PAGE 25
Harnett County INSPECTOR: IVR DATE 10/12/09
- - - - - -
ADDRESS . : 377 HEATHROW DR SUBDIV: HIGHGROVE@ANDERSON CRK PH2 35L
CONTRACTOR SA;VY HC{MES, LLC PHONE (919) 787-5158
OWNER STAFFORD LAND COMPANY INC PHONE
PARCEL 01-0504- - -0177- -78-
APPL NUMBER: 09-50022638 CP NEW RESIDENTIAL (SFD)
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
-
R427 02 10/12/09 ,TI FOUR TRADE ROUGH IN >2500 VRU 001834803
COMMENTS AND NOTES -
George ~ Aiken' PE 6030 Qe Road, Suite 101
Raleigh, INC 276 27612
October 8, 2009
Ref: Highgrove Lots 76 - 377 Heathrow Dr.
Concern has been raised regarding the placement of an 8" HVAC dud closer than the manufacturers
specified distance of 5'-6" away from bearing points on the above referenced home. I-joist
manufacturers specify this distance presuming that the I-joist is at the maximum span and maximum
loading. This would suggest that on shorter spans (as in the 7' span in this case) that the placement of
any penetration would be impossible since it would be impossible to place a hole 5'-6" away from both
supports on a span less than 11'. Since the bending and shear forces are significantly less on shorter
spans, holes may be placed in these spans. Encosed are calculations which address the specific I-joist
in questions.
The as-built position of the HVAC ducts on the Sage plan do not impact the structural perfonnance of
the floor system.
Concern has also been raised regarding the placement of a 3 inch hole closer to the flange than the
manufacturers specified 1l8". Cutting the web closer than 1l8" to the web is bad practice, even when
the I-joist is only loaded as in this case to 60% of its design capacity. I therefore recommend that X x
3W OSB be fastened to each side of the bottom flange centered on the 3" hole.
Finally, the OSB sheathing has been installed at the each back comer of the house so that it does not
provide a continuous shear connection around the comer. I recommend the installation of Simpson
CS16 strapping at 2' o/c which laps a minimum of 24" on each side.
If you have any questions please contact me at 919-279-2313.
Sincerely, U tJ r r r r.
VA CAg0/i/.
4t SEAL
031,2E9
George G. Aiken, PE
r - J g~1
11718" TJI® 210 @ 24" O/C
Tlesemee.3a Salt Noncan.
llaa:2 10920006nIOAM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
P"al EngineVen0on:0.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED
(IYel ae lhbnelksion: 24~
W
1❑
6 11' i r
Product KiW am Is Conceptual.
LOADS:
Analysis is for a Joist Member.
Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 10.0 Dead
SUPPORTS:
Input Bearing Vertical Reactions (Ibs) Detail Other
Width Length LW03esdlUpiffUTotal
1 Stud wall 3.50" 2.25" 4461108 10 / 553 A3: Rim Board 1 Ply 1 114" x 11718" 0.8E TJ-Strand Rim BoardO
2 Microllam LVL beam 3.50" 3.50" 1060 1 265 / 0 / 1325 B3 None
3 Stud wall 3.50" 2.25" 265 1 27 1-131 1 292 A3: Rim Board 1 Ply 1 1/4"x 117/8" 0.8E TJStrand Rim Board®
See iLevel® Specl6erslBuilder's Guide for detail(s): A3: Rim Board,63
Tell HOLES:
Diameter Height Wldth Left End To Top Hole Center Span Design Control Comment
Circular 8.00" - - 16'6" Span 2 216 Ibs 424 Ibs Passed (50.8%)
LOCATION ANALYSIS:
User Location '7(" (Hortr) Dimension Comment
1 16'6"
DESIGN CONTROLS:
Maximum Design Control Resuft Location
Shear (Ibs) -760 -700 1821 Passed (38%) Rt. end Span 1 under Floor loading
Vertical Reaction (Ibs) 1325 1325 2145 Passed (62%) Bearing 2 under Floor loading
Moment (Ft-Lbs) -1536 -1536 3620 Passed (42%) MID Span 2 under Floor loading
live Load Deft (in) 0.100 0.320 Passed (L/999+) MID Span 1 under Floor ALTERNATE span loading
Total Load Deft (in) 0.122 0.640 Passed (Lf999+) MID Span 1 under Floor ALTERNATE span loading
TJPro 45 30 Passed Spent
-Deflection Criteria: STANDARD(LL:U4S0,TL:L1240).
-Deflection analysis is based on composite action with single layer of 23/32" Panels (24" Span Rating) GLUED & NAILED wood decking.
Sracing(Lu): All compression edges (top and bottom) must be braced at 4' 10" o/c unless detailed otherwise. Proper attachment and positioning of
lateral bracing is required to achieve member stability.
-The load conditions considered in this design analysis include alternate member pattern loading.
PROJECT INFORMATION: OPERATOR INFORMATION:
Lot 76 8 77 Highgrove George Aiken, P.E.
Savvy Homes
6030 Creedmoor Rd.
Suite 101
Raleigh, NC 27612
Phone :(919) 7875158
Fax :(919) 787-7570
george®savvyhomes.com
Copyright m 2007 by tLevall, Federal Way, WA.
TJIB,TJ-Heaar> and HScrolla are vagistered trademerka of navel®.
e-1 Jolst",Pro- and TJ-Pro^ are tradevarks of ilevel®.
J:\Ca®eeity Foldera\Highgrova\LOt Files\HG66\EnginearingLetter01.1ma
PREPARED 10/30/09, 14:10:37 INSPECTION TICKET PAGE 25
Harnett' County INSPECTOR: IVR DATE 11/02/09
AD182ESS 377 HEATHROW DR SUBDIV: HIGHGROVE@ANDERSON CRK PH2 35L
CONTRACTOR SAVVY HOMES, LLC PHONE (919) 787-5158
OWNER STAFFORD LAND COMPANY INC PHONE
PARCEL 01-0504- - -0177- -78-
APPL NUMBER: 09-50022638 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 08/11/2009 09:08 AM RDCONTE
HIGHGROVE @ ANDERSON CREEK PH:II #76
TAKE 210 SOUTH. T/R ON RAY ROAD. T/L
INTO S/D ON HIGHGROVE DRIVE.
****SOUTH RIVER****
STRUCTURE: 000 000 50X57 SLAB 4BD/2.5BA W/GAR
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
E207 01 9/16/09 JH R*ELEC TEMP SERVICE POLE TIME: 17:00 VRU 001822287
9/16/09 AP T/S: 09/15/2009 12:37 PM NTART
M305 01 9/16/09 TI R*PLUMB SEWER CONNECTION TIME: 17:00 VRU 001822295
9/15/09 CA T/S: 09/15/2009 12:37 PM NTART
T/S: 09/15/2009 02:51 PM NTART
P307 01 9/16/09 TI R*PLUMB WATER CONNECTION TIME: 17:00 VRU 001822303
9/15/09 CA T/S: 09/15/2009 12:37 PM NTART
T/S: 09/15/2009 02:51 PM NTART
P309 01 9116109 JH R*PLUMB UNDER SLAB TIME: 17:00 VRU 001822527
9/16/09 AP T/S: 09/15/2009 02:51 PM NTART
B111 01 9/17/09 JH R*BLDG SLAB INSP VRU 001823301
9/17/09 AP
A814 01 9/17/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001823285
9/21/09 AP 377 heathrow dr lot 76
spring lake 28390
T/S: 09/21/2009 01:37 PM TWARD
M305 02 9/29/09 JH R*PLUMB SEWER CONNECTION TIME: 17:00 VRU 001828458
9/29/09 AP T/S: 09/28/2009 12:23 PM NTART
P307 02 9/29/09 JH R*PLUMB WATER CONNECTION TIME: 17:00 VRU 001828466
9/29/09 AP T/S: 09/28/2009 12:23 PM NTART
R425 01 10/05/09 TI FOUR TRADE ROUGH IN VRU 001831213
10/02/09 CA T/S: 10/02/2009 02:48 PM NTART
R427 01 10/07/09 BS FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001831205
10/07/09 DA T/S: 10/05/2009 08:50 AM NTART
T/S: 10/06/2009 12:12 PM NTART
1. Need engineering on all holes cut for ductwork in I
joists within 516" of a support wall. Also for plumbing in
garage where 3 inch pipe holes are drilled closer than 1/8
to the bottom chord. 2. Wall corners not tied w/ OSB (open
studs) Have engineer spec strapping for repair. 3. Need
squash blocks either side of I joists in garage carrying
wall/roof load above. ok to insulate, do not side
- - CONTINUED ONTO NEXT PAGE -
PREPARED 10/30/09, 14:10:37 INSPECTION TICKET PAGE 26
H3rnete County INSPECTOR: IVR DATE 11/02/09
ADDRESS . : 377 HEATHROW DR SUBDIV: HIGHGROVE@ANDERSON CRK PH2 35L
CONTRACTOR SAVVY HOMES, LLC PHONE : (919) 787-5158
OWNER STAFFORD LAND COMPANY INC PHONE :
PARCEL 01-0504- - -0177- -78-
APPL NUMBER: 09-50022638 CP NEW RESIDENTIAL (SFD)
- -
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
_ - - -
R427 02 10/12/09 JH FOUR TRADE ROUGH IN >2500 VRU 001834803
10/12/09 AP - - -
1431 01 1111/02/0 4
FOUR TRADE FINAL >2500 VRU 001844661
COMMENTS AND NOTES
~dl ? ,r~01~ r ~ .A~ ~((kr d kkr n (Nr 1 - ~ ro t r. ~,rSl1~
COUNTY OF HARNETT
DEPARTMENT OF BUILDING INSPECTION
rw AND PLANNING/DEVELOPMENT„
CERTIFICATE OF OCCUPANCY
This certificate issued pursuant to the requirements of Secti an 105 of the North Carolina State Building
~hJJ
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
z
construction or use. For the following:
k 0"'• Use Classification: PERMIT NUMBERS - 0
l1~ ~ Owner: a V it &1), e Building Permit No.:
911 Address: Electrical Permit No.: n
Insulation Permit No.:
kNy,,~'. Plumbing Permit No.:
State: Zip Code: Mech. Permit No.:
r Date: O MFG. Home:
V Building Offic al £ 1
Att 11