INSPECTIONS
PREPARED 9/24/09, 14:07:23 INSPECTION TICKET PAGE 27
Harnett County INSPECTOR: IVR DATE 9/25/09
ADDRESS . : 502 HEATHROW DR SUBDIV: HIGHGROVE@ANDERSON CRY PH2 35L
CONTRACTOR SAVVY HOMES, LLC PHONE (919) 787-5158
OWNER STAFFORD LAND COMPANY INC PHONE
PARCEL 01-0504- - -0177- -69-
APPL NUMBER: 09-50022877 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 09/18/2009 08:55 AM RDCONTE
HIGHGROVE @ ANDERSON CREEK PH2 467
TAKE HWY 210S. T/R ON RAY ROAD. T/L
INTO S/D ON HIGHGROVE DRIVE.
****PWR CO: SREMC****
STRUCTURE: 000 000 51X44 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
P309 01 /25/09 p TI R*PLUMB UNDER SLAB TIME: 17:00 VRU 001827344
T/S: 09/24/2009 01:05 PM JBROCK
- - COMMENTS AND NOTES -
PREPARED 9/25/09, 14:29:49 INSPECTION TICKET PAGE 39
Harnett County INSPECTOR: IVR DATE 9/28/09
ADDRESS . : 502 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- -69-
APPL NUMBER: 09-50022877 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 09/18/2009 08:55 AM RDCONTE
HIGHGROVE @ ANDERSON CREEK PH2 #67
TAKE HWY 2105. T/R ON RAY ROAD. T/L
INTO SID ON HIGHGROVE DRIVE.
****PWR CO: SREMC****
STRUCTURE: 000 000 51X44 SLAB 4BD/2.513A A/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
P309 01 9/25/09 JH R*PLUMB UNDER SLAB TIME: 17:00 VRU 001827344
9/25/09 AP T/S: 09/24/2009 01:05 PM JBROCK
A814 01 9/28/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001828037
T/S: 09/25/2009 01:38 PM RDCONTE
B111 01 /28/09 TI R*BLDG SLAB INSP TIME: 17:00 VRU 001828045
I- 2F vI W T/S: 09/25/2009 01:39 PM RDCONTE
COMMENTS AND NOTES -
.:..PREPARED 10/08/09, 14:08:51 INSPECTION TICKET PAGE 53
Harnett County INSPECTOR: IVR DATE 10/09/09
- - - - - -
ADDRESS . : 502 HEATHROW DR SUBDIV: HIGHGROVEOANDERSON CRK PH2 35L
CONTRACTOR SAVVY HOMES, LLC PHONE (919) 787-5158
OWNER STAFFORD LAND COMPANY INC PHONE
PARCEL 01-0504- - -0177- -69-
APPL NUMBER: 09-50022877 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 09/18/2009 08:55 AM RDCONTE
HIGHGROVE @ ANDERSON CREEK PH2 #67
TAKE HWY 2105. T/R ON RAY ROAD. T/L
INTO S/D ON HIGHGROVE DRIVE.
****PWR CO: SREMC****
STRUCTURE: 000 000 51X44 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
P309 01 9/25/09 JH R*PLUMB UNDER SLAB TIME: 17:00 VRU 001827344
9/25/09 AP T/S: 09/24/2009 01:05 PM JBROCK
A814 01 9/28/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001826037
10/02/09 AP 502 heathrow dr lot 67
spring lake 28390
T/S: 10/02/2009 09:12 AM TWARD
Bill 01 9/28/09 JH R*BLDG SLAB INSP TIME: 17:00 VRU 001828045
9/28/09 AP T/S: 09/25/2009 01:39 PM RDCONTE
M305 01 10/09/09 I R*PLUMB SEWER CONNECTION TIME: 17:00 VRU 001834332
TT T T/S: 10/08/2009 02:00 PM NTART
P307 01 10/09/09 TI R*PLUMB WATER CONNECTION TIME: 17:00 VRU 001834357
`
- T/S: 10/08/2009 02:01 PM NTART
COMMENTS AND NOTES - - - - - - -
PREPW;FED 10/13/09, 14:27:46 INSPECTION TICKET PAGE 1
Harnett County INSPECTOR: IVR DATE 10/14/09
ADDRESS . : 502 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- -69-
APPL NUMBER: 09-50022877 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 09/18/2009 08:55 AM RDCONTE
HIGHGROVE @ ANDERSON CREEK PH2 #67
TAKE HWY 2105. T/R ON RAY ROAD. T/L
INTO S/D ON HIGHGROVE DRIVE.
****PWR CO: SREMC****
STRUCTURE: 000 000 51X44 SLAB 4BD/2.SBA W/GAR
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . A.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
P309 01 9/25/09 JH R*PLUMB UNDER SLAB TIME: 17:00 VRU 001827344
9/25/09 AP T/S: 09/24/2009 01:05 PM JBROCK
A814 01 9/28/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001828037
10/02/09 AP 502 heathrow dr lot 67
spring lake 28390
T/S: 10/02/2009 09:12 AM TWARD
Bill 01 9/28/09 JH R*BLDG SLAB INSP TIME: 17:00 VRU 001828045
9/28/09 AP T/S: 09/25/2009 01:39 PM RDCONTE
M305 01 10/09/09 KS R*PLUMB SEWER CONNECTION TIME: 17:00 VRU 001834332
10/09/09 AP T/S: 10/08/2009 02:00 PM NTART
P307 01 10/09/09 KS R*PLUMB WATER CONNECTION TIME: 17:00 VRU 001834357
10/09/09 AP T/S: 10/08/2009 02:01 PM NTART
R427 01 10/14/098 TI ~ FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001836493 11 0-ly-oq T/S: 10/13/2009 02:27 PM NTART
R431 01 10/14/09 TI FOUR TRADE FINAL >2500 TIME: 17:00 VRU 001836451
10/13/09 CA T/S: 10/13/2009 02:01 PM NTART
T/S: 10/13/2009 02:26 PM NTART
- COMMENTS AND NOTES - -
S Harnett County - Edit Narrative
x
t
rt,
_ _ _ _ 10111ROOB 11729 PM
NTE
Application lwmher; tgpe, 0950022877 CP NEW RESIDENTOL(SFDY
' Pruperty address 502 HEATHROW DR
.11 Need eng neer letter for 4ply attachment in garage 8 for
hole tlrilletl in I joist in garage less than 1/8" left in
webing.
s
f §
e
>
i
' ' Etlit I C~rcel G~ dopy 1 jnaert Qelete ,r Iime. stamp L%w defaults f
PREPARED 10/21/09, 13:59:05 INSPECTION TICKET PAGE 37
Harnett County INSPECTOR: IVR DATE 10/22/09
ADDRESS . : 502 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- -69-
APPL NUMBER: 09-50022877 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 09/18/2009 08:55 AM RDCONTE
HIGHGROVE @ ANDERSON CREEK PH2 #67
TAKE HWY 2105. T/R ON RAY ROAD. T/L
INTO S/D ON HIGHGROVE DRIVE.
****PWR CO: SREMC****
STRUCTURE: 000 000 51X44 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
-
P309 01 9/25/09 JH R*PLUMB UNDER SLAB TIME: 17:00 VRU 001827344
9125109 AP T/S: 09/24/2009 01:05 PM JBROCK
A814 01 9/28/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001828037
10/02/09 AP 502 heathrow dr lot 67
spring lake 28390
T/S: 10/02/2009 09:12 AM TWARD
B111 01 9/28/09 JH R*BLDG SLAB INSP TIME: 17:00 VRU 001828045
9/28/09 AP T/S: 09/25/2009 01:39 PM RDCONTE
M305 01 10/09/09 KS R*PLUMB SEWER CONNECTION TIME: 17:00 VRU 001634332
10109109 AP T/S: 10/08/2009 02:00 PM NTART
P307 01 10/09/09 KS R*PLUMB WATER CONNECTION TIME: 17:00 VRU 001834357
10/09/09 AP T/S: 10/08/2009 02:01 PM NTART
R427 01 10/14/09 FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001836493 eah" 10/14/09 DA T/S: 10/13/2009 02:27 PM NTART
1)Need engineer letter for 4ply attachment in garage & for
hole drilled in I joist in garage less than 1/8" left in
webing.
ok to insulate
R431 01 10/14/09 TI FOUR TRADE FINAL >2500 TIME: 17:00 VRU 001836451
10/13/09 CA T/S: 10/13/2009 02:01 PM NTART
TT~~ n/1 T/S: 10/13/2009 02:26 PM NTART
I129 01 10/22/09 R*INSULATION INSPECTION VRU 001840313
I b 7-'L
R427 02 10/22/09 FOUR TRADE ROUGH IN >2500 VRU 001840321
1 a - 2"L Ta
- COMMENTS AND NOTES
`VREPiAD 10/23/09, 14:03:49 INSPECTION TICKET PAGE 32
Harnett County INSPECTOR: IVR DATE 10/26/09
ADDRESS : 502 HEATHROW DR SUBDIV: HIGHGROVEMANDERSON CRK PH2 35L
CONTRACTOR SAVVY HOMES, LLC PHONE (919) 787-5158
OWNER STAFFORD LAND COMPANY INC PHONE
PARCEL 01-0504- - -0177- -69-
APPL NUMBER: 09-50022677 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 09/18/2009 08:55 AM RDCONTE
HIGHGROVE @ ANDERSON CREEK PH2 #67
TAKE HWY 2105. T/R ON RAY ROAD. T/L
INTO S/D ON HIGHGROVE DRIVE.
****PWR CO: SREMC****
STRUCTURE: 000 000 51X44 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
P309 01 9/25/09 JH R*PLUMB UNDER SLAB TIME: 17:00 VRU 001827344
9/25/09 AP T/S: 09/24/2009 01:05 PM JBROCK
A814 01 9/28/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001828037
10/02/09 AP 502 heathrow dr lot 67
spring lake 28390
T/S: 10/02/2009 09:12 AM TWARD
B111 01 9/28/09 JH R*BLDG SLAB INSP TIME: 17:00 VRU 001828045
9/28/09 AP T/S: 09/25/2009 01:39 PM RDCONTE
M305 01 10/09/09 KS R*PLUMB SEWER CONNECTION TIME: 17:00 VRU 001834332
10/09/09 AP T/S: 10/08/2009 02:00 PM NTART
P307 01 10/09/09 KS R*PLUMB WATER CONNECTION TIME: 17:00 VRU 001834357
10/09/09 AP T/S: 10/08/2009 02:01 PM NTART
R427 01 10/14/09 JH FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001836493
10/14/09 DA T/S: 10/13/2009 02:27 PM NTART
1)Need engineer letter for 4ply attachment in garage & for
hole drilled in I joist in garage less than 1/8" left in
webing.
ok to insulate
R431 01 10/14/09 TI FOUR TRADE FINAL >2500 TIME: 17: 0 VRU 001636451
10/13/09 CA T/S: 10/13/2009 02:01 PM NTART
T/S: 10/13/2009 02:26 PM NTART
1129 01 10/22/09 KS R*INSULATION INSPECTION VRU 001840313
10/22/09 DP Not ready for inspection
T/S: 10/22/2009 12:51 PM KSLATTUM
R427 02 10/22/09 FOUR TRADE ROUGH IN >2500 VRU 001840321
10122109 DA T/S: 10/22/2009 12:52 PM KSLATTUM
1129 02 10/26/09 R*INSULATION INSPECTION VRU 001841618
R427 03 1/0 - A -
0/26/09 TIC 41 FOUR TRADE ROUGH IN >2500 VRU 001841626
4 -09 4z'
- - - - COMMENTS AND NOTES - -
George G. Aiken, PE 6030reed moor Road, Suite 101
Raleigh, NC 27612
October 16, 2009
Ref: Highgrove Lot 67 - 502 Heathrow Dr.
Concern has been raised regarding the placement of a 1-1 /2" plumbing pipe hole closer than the
manufacturers specified distance of 5-6" away from bearing points on the above referenced home. The
placement of a hole in the web of the 1 -joist serves to reduce the Cross Sectional Area of the I-Joist,
while the hole in the web has very little impact on the Section Modulus. The Section Modulus is the
measure of a structural member's ability to resist bending, and the Cross Sectional Area is a measure
of a beams ability to resist shear. As the shear is typically zero at the center of a span and increases to
its maximum value at the end of the span, any penetrations should be made in the middle third of the
span. The manufactures literature assumes the worst case scenario (spans of approximately 16-6"),
hence the 5-6" limit on penetrations from bearing points. On shorter spans, where bending and shear
forces are significantly reduced, the 6-6" limit does not make since. One should only attempt to make
penetrations in the middle 1/3rd of the span.
The design of most 1 -joist is controlled by bending forces and the beams Section Modulus. In most
conditions 1-joist will approach the limit of its' bending capacity while only half of its' shear capacity will
be utilized. The section modulus is very important in determining the capacity of a beam. The vast
majority of the section modulus (bending resistance) for an 1-joist is provided by the beams flange.
Therefore, the flange of the I-joist should never be damaged.
In the specific case of this home, a very small hole has been drilled toward the center of the span. As
the above enclosed calculations indicate the only 10.6% of the shear capacity at the hole location is
being utilized.
The as-built position of the plumbing pipe hole on this house does not impact the structural
performance of the floor system.
If you have any questions please contact me at 919-279-2313.
Sincerely,
0 / :4 SEAL r:
P/Kl((~/) 031 69
George G. Aiken, PE
by 11 7/8" TJI® 210 @ 24" o/c
TJ41=W 680 Serial NwtsC
Ue":3 ta19rtw99:47:32AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Pagel EnglrVe"lon:6-VA4 CONTROLS FOR THE APPLICATION AND LOADS LISTED
Overall Dimension: 20' 8"
2 3
Elm
6 9' r 6 11' 4"
Product Diagram 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 Live/Dead/Upltft/Total
1 Stud wall 3.50" 2.25' 341 / 67 / -8 / 407 A3: Rim Board 1 Ply 1 1/4"x 11 7/8" 0.8E TJStrand Rim Board®
2 Stud wall 3.50" 3.50" 1020 / 255 1 0 / 1276 B3 None
3 Stud wall 3.50" 2.25" 401 / 92 / 0 / 492 A3: Rim Board 1 Ply 1 1/4' x 117/8* 0.8E TJ-Strand Rim Board®
-See ILevel® Specifiers/Builders Guide for detail(s): A3: Rim Board,83
TJI HOLES:
Diameter Height Width Left End To Top Hole Center Span Design Control Comment
Circular 1.50" - - 14' 4" Span 2 Plumbing
Y
User Location "x" (HOriz) D mens on Commen
14' 4" At Hole
DESIGN CONTROLS:
Maximum Design Control Result Location
Shear (Ibs) 675 621 1821 Passed (34%) Lt. and Span 2 under Floor loading
Vertical Reaction (Ibs) 1276 1276 2145 Passed (59%) Bearing 2 under Floor loading
Moment (Ft-Lbs) -1319 -1319 3620 Passed (36%) MID Span 2 under Floor loading
Live Load Dell (in) 0.066 0.278 Passed (U999+) MID Span 2 under Floor ALTERNATE span loading
Total Load Dell (in) 0.079 0.556 Passed (U999+) MID Span 2 under Floor ALTERNATE span loading
TJPro 53 30 Passed Span 2
-Deflection Criteria: STANDARD(LL:U480,TL:L240).
-Deflection analysis is based on composite action with single layer of 23/32" Panels (24" Span Rating) GLUED S NAILED wood decking.
-Bracng(Lu): All compression edges (top and bottom) must be braced at 5'3" 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 HG 67 George Aiken, P.E.
Plumbing Hole In I-Joist over Garage Savvy Homes
6030 Creadmoor Rd.
Suite 101
Raleigh, NC 27612
Phone: (919) 787-5158
Fax :(919) 787-7570
george@savvyhomes.k:om
Copyright O 2007 by ltevel0, Federal Nay, WA.
Tire and 2J-aeara are registered trademarks of ifevele.
e-I JoisM,Pro" and 4J-P.o are trademarks of iGevel®.
J:\COpmunity Folders\HSgAgrove\LOt Fi1e.\HG67\IJOf.tl t67.em.
117/8" TJI® 210 @ 24" o/c
Uaeamill) 6.30 Serial Number.
uaen2 1011167 9:43:32AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Pape 2 Engine Vertbn: 6.30.10
CONTROLS FOR THE APPLICATION AND LOADS LISTED
ADDITIONAL NOTES:
-IMPORTANTI The analysis presented is output from software developed by ILevel®. tLevel® warrants the sizing of its products by this software will
be accomplished in accordance with ILeveW product design criteria and code accepted design values. The specific product application, input design
loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an ILevel® Associate.
-Not all products are readily available. Check with your supplier or ILevel® technical representative for product availability.
-THIS ANALYSIS FOR iLevel® PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Building Code IBC analyzing the ILevel® Distribution product listed above.
PROJECT INFORMATION: OPERATOR INFORMATION:
Lot HG 67 George Alken, P.E.
Plumbing Hole in Moist over Garage Savvy Homes
6030 Creedmoor Rd.
Suite 101
Raleigh, NC 27612
Phone :(919) 787-5158
Fax :(919) 787-7570
george@savvyhomes.oom
Copyright O 2007 by ileve10, Federal Nay, MA.
TJIO and TJ-Beams are registered trademarks of 1LevelO.
e-1 JoisT ,Fro- and 1J-Pro- are trademarks of ILevelO.
J:\CUmmunity Foldera\Highgrove\Lot Fi1es\HG67\IJoist1.ot67.svm
e`
by W*M.,m., 117/8" TJI@ 210 @ 24" o/c
TJJIawnp 6.30 SenW Number.
ueer.2 10116rdMO:43:32AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Pape 3 Engi a versbn: a.3o.14
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Location analysis: critical values at location 1 (horizontal distance from left end) = 14' 4"
Comment: At Hole
175/1655 = 10.6°h
Design Shear (lbs) 17 1655 under Floor loading
Moment (Ft-Lbs) 101 oor loading
Live Deflection (in) 0.063 under ALTERNATE span Floor loading
Total Deflection (in) 0.075 under ALTERNATE span Floor loading
The actual values above may be different than the design values used for member design.
Load Group: Primary Load Group
A 9' 1.50" 11' 1.50" ^
Max. Vertical Reaction Total (lbs) 407 1276 492
Max. Vertical Reaction Live (lbs) 341 1020 401
Selected Bearing Length (in) 2.25(W) 3.50(W) 2.25(W)
Max. 0nbraced Length (in) 84 63 68
Loading on all spans, LDF - 0.90 , 1.0 Dead
Shear at Support (lbs) 61 -110 124 -86
Max Shear at Support (lbs) 62 -120 135 -88
Member Reaction (lbs) 62 255 88
Support Reaction (lbs) 67 255 92
Moment (Ft-Lbs) 97 -264 192
Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor
Shear at Support (lbs) 303 -551 621 -429
Max Shear at Support (lbs) 312 -601 675 -438
Member Reaction (lbs) 312 1276 438
Support Reaction (lbs) 333 1276 459
Moment (Ft-Lbs) 486 -1319 958
Live Deflection (in) 0.016 0.050
Total Deflection (in) 0.020 0.063
ALTERNATE span loading on odd { spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor
Shear at Support (lbs) 378 -481 156 -52
Max Shear at Support (lbs) 386 -526 169 -54
Member Reaction (lbs) 386 695 54
Support Reaction (lbs) 407 695 58
Moment (Ft-Lbs) 746 -639 72
Live Deflection (in) 0.036 -0.018
Total Deflection (in) 0.040 -0.011
PROJECT INFORMATION: OPERATOR INFORMATION:
Lot HG 67 George Aiken, P.E.
Plumbing Hole in I-Joist over Garage Savvy Homes
6030 Creedmoor Rd.
Suite 101
Raleigh, NC 27612
Phone: (919) 787-5158
Fax :(919) 787-7570
george@savvyhomes.com
Copyright o 2007 by iLeve l®, Federal Way, WA.
TJI® and TS-seamen are registered trademarks of llevel®.
e-I Joist-,Pro- and TJ-Pro" are trademarks of iLevel®.
J:\Comunity Folders\Highgrove\Lot Files\HG67\IJolsttat67.ems
by WgyOrl,eW SO,
11 VS TJI® 210 @ 24" o/c
T343eem® 6.30 6enm Number.
uear2 10/161"99:43:32AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Page4 Enema Vabdm:6.30.16
CONTROLS FOR THE APPLICATION AND LOADS LISTED
ALTERNATE span loading on even 3 spans, LDP = 1.00 , 1.0 Dead + 1.0 Floor
Shear at Support (lbs) -14 -180 589 -463
Max Shear at Support (lbs) -12 -195 641 -471
Member Reaction (lbs) -12 836 471
Support Reaction (lbs) -8 836 492
Moment (Ft-Lbs) N/A -944 1111
Live Deflection (in) -0.024 0.066
Total Deflection (in) -0.022 0.079
PROJECT INFORMATION: OPERATOR INFORMATION:
Lot HG 67 George Aiken, P.E.
Plumbing Hole in Woist over Garage Savvy Homes
6030 Creedmoor Rd.
Suite 101
Raleigh, NC 27612
Phone: (919) 787-5158
Fax :(919) 787-7570
george®savvyhomes.com
copyright D 2007 by navel®, Federal Nay, WA.
TJI® and TJ-Beau are registered trademarks of navel®.
e-I Joist°,Pro- and TJ-Pro- are trademarks of ii.evele.
J:\Cooranity Foldere\Highgrove\Lot Fi1es\HG67\TJDietLot67.sms
PREPARED 11/20/09, 14:02:58 INSPECTION TICKET PAGE 33
Harnett County INSPECTOR: IVR DATE 11/23/09
ADDRESS . : 502 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- -69-
APPL NUMBER: 09-50022877 CP NEW RESIDENTIAL (SFD)
DIRECTIONS T/S: 09/18/2009 08:55 AM RDCONTE
HIGHGROVE @ ANDERSON CREEK PH2 #67
TAKE HWY 2105. T/R ON RAY ROAD. T/L
INTO S/D ON HIGHGROVE DRIVE.
****PWR CO: SREMC****
STRUCTURE: 000 000 51X44 SLAB 413D/2.513A 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
-
P309 01 9/25/09 JH R*PLUMB UNDER SLAB TIME: 17:00 VRU 001827344
9/25/09 AP T/S: 09/24/2009 01:05 PM JBROCK
A814 01 9/28/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001828037
10/02/09 AP 502 heathrow dr lot 67
spring lake 28390
T/S: 10/02/2009 09:12 AM TWARD
Bill 01 9/28/09 JH R*BLDG SLAB INSP TIME: 17:00 VRU 001828045
9/28/09 AP T/S: 09/25/2009 01:39 PM RDCONTE
M305 01 10/09/09 KS R*PLUMB SEWER CONNECTION TIME: 17:00 VRU 001834332
10/09/09 AP T/S: 10/08/2009 02:00 PM NTART
P307 01 10/09/09 KS R*PLUMB WATER CONNECTION TIME: 17:00 VRU 001834357
10/09/09 AP T/S: 10/08/2009 02:01 PM NTART
R427 01 10/14/09 JH FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001836493
10/14/09 DA T/S: 10/13/2009 02:27 PM NTART
1)Need engineer letter for 4ply attachment in garage & for
hole drilled in I joist in garage less than 1/8" left in
webing.
ok to insulate
R431 01 10/14/09 TI FOUR TRADE FINAL >2500 TIME: 17:00 VRU 001836451
10/13/09 CA T/S: 10/13/2009 02:01 PM NTART
T/S: 10/13/2009 02:26 PM NTART
'I129 01 10/22/09 KS R*INSULATION INSPECTION VRU 001840313
10/22/09 DP Not ready for inspection
T/S: 10/22/2009 12:51 PM KSLATTUM
R427 02 10/22/09 KS FOUR TRADE ROUGH IN >2500 VRU 001840321
10/22/09 DA T/S: 10/22/2009 12:52 PM KSLATTUM
1129 02 10/26/09 JH R*INSULATION INSPECTION VRU 001841618
10/26/09 AP
R427 03 10/26/09 JH FOUR TRADE ROUGH IN >2500 VRU 001841626
10/26/09 AP
R431 02 `111/233/099 I FOUR TRADE FINAL >2500 VRU 001854009
- - COMMENTS AND NOTES - -
PREPARED 11/23/09, 13:59:07 INSPECTION TICKET PAGE 29
Harnltt'County INSPECTOR: IVR DATE 11/24/09
- - - -
ADDRESS . : 502 HEATHROW DR SUBDIV: HIGHGROVEQANDERSON CRK PH2 35L
CONTRACTORi: SAVNY HOMES, LLC PHONE (919) 787-5158
OWNER STAFFORD LAND COMPANY INC PHONE
PARCEL 01-0504- - -0177- -69-
APPL NUMBER: 09-50022877 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 09/18/2009 08:55 AM RDCONTE
HIGHGROVE ® ANDERSON CREEK PH2 #67
TAKE HWY 2105. T/R ON RAY ROAD. T/L
INTO S/D ON HIGHGROVE DRIVE.
****PWR CO: SREMC****
STRUCTURE: 000 000 51%44 SLAB 4BD/2-SBA 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
-
P309 01 9/25/09 JH R*PLUMB UNDER SLAB TIME: 17:00 VRU 001827344
9/25/09 AP T/S: 09/24/2009 01:05 PM JBROCK
A814 01 9/28/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001828037
10/02/09 AP 502 heathrow dr lot 67
spring lake 28390
T/S: 10/02/2009 09:12 AM TWARD
Bill 01 9/28/09 JH R*BLDG SLAB INSP TIME: 17:00 VRU 001828045
9/28/09 AP T/S: 09/25/2009 01:39 PM RDCONTE
M305 01 10/09/09 KS R*PLUMB SEWER CONNECTION TIME: 17:00 VRU 001834332
10/09/09 AP T/S: 10/08/2009 02:00 PM NTART
P307 01 10/09/09 KS R*PLUMB WATER CONNECTION TIME: 17:00 VRU 001834357
10/09/09 AP T/S: 10/08/2009 02:01 PM NTART
R427 01 10/14/09 JH FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001836493
10/14/09 DA T/S: 10/13/2009 02:27 PM NTART
1)Need engineer letter for 4ply attachment in garage & for
hole drilled in I joist in garage less than 1/8" left in
webing.
ok to insulate
R431 01 10/14/09 TI FOUR TRADE FINAL >2500 TIME: 17:00 VRU 001836451
10/13/09 CA T/S: 10/13/2009 02:01 PM NTART
T/S: 10/13/2009 02:26 PM NTART
1129 01 10/22/09 KS R*INSULATION INSPECTION VRU 001840313
10/22/09 DP Not ready for inspection
T/S: 10/22/2009 12:51 PM KSLATTUM
-
R427 02 10/22/09 KS FOUR TRADE ROUGH IN >2500 VRU 001840321
10/22/09 DA T/S: 10/22/2009 12:52 PM KSLATTUM
I129 02 10/26/09 JH R*INSULATION INSPECTION VRU 001841618
10/26/09 AP
R427 03 10/26/09 JH FOUR TRADE ROUGH IN >2500 VRU 001841626 -
10/26/09 AP
R431 02 11/23/09 FOUR TRADE FINAL >2500 VRU 001854009
11/23/09 DA Hole in upstairs bedroom closet ceiling.
Broken windo in master bedroom
CONTINUED ONTO NEXT PAGE
PREPARED 11/23/09, 13:59:07 INSPECTION TICKET PAGE 30
Harnett'County INSPECTOR: IVR DATE 11/24/09
ADDRESS 502 HEATHROW DR SUBDIV: HIGHGROVE@ANDERSON CRK PH2 35L
CONTRACTOR a SAVVY HOMES, LLC PHONE (919) 787-5158
OWNER STAFFORD LAND COMPANY INC PHONE
PARCEL 01-0504- - -0177- -69-
APPL NUMBER: 09-50022877 CP NEW RESIDENTIAL (SFD)
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
Pull down stairs not installed.
T/S: 11/23/2009 12:42 PM KSLATTUM
R431 03 11/24/09 TI FOUR TRADE FINAL >2500 TIME: 17:00 VRU 001854769
113I,y.4 T/S: 11/23/2009 01:46 PM RDCONTE
- COMMENTS AND NOTES -
tR" 1 ~$J
COUNTY 'OF HARNETT
DEPARTMENT OF BUILDING INSPECTION
AND PLANNING/DEVELOPMENT
CERTIFICATE OF COMPLIANCE
This certificate issued pursuant to the requirements of Section 307of the North Carolina Administration X91
Code and the Harnett County Zoning Ordinance certifies at the time of issuance this structure was in 9
r compliance with the various ordinances of the County of Harnett regulating development and building
€4 , construction or use. For the following:
Use Classification:. •3 Conditional Use Permit No.:"'-
1 uy
l Type ofConstructi r~ Building Permit No.:OQ-S0o22P~77 ~
Owner of Building: 5EOFroro® L na Co, Electrical Permit No.: ~I r
. Building Address: 502- BO-f' 41- o97 Insulation Permit No.: r r, x
G~,g Zoning District: Plumbing. Permit No.:
Zoning Permit No. Mech. Permit No.: f eq~
q
Date: 2!q Envir. C.O. No. h~-
(2 IZIRLI/ac-
i
Building Official ~ Zoning Official ?