INSPECTIONS
PREPARED 9/10/09, 8:56:37 INSPECTION TICKET PAGE 1
Harnett County INSPECTOR: IVR DATE 9/10/09
ADDRESS . : 44 JACK HARRIS LN SUBDIV: CHANDLERS RIDGE 21LOTS
CONTRACTOR :AMERICAN HOMESMITH LLC PHONE (919) 422-4128
OWNER AMERICAN HOMESMITH 43 PHONE
PARCEL 01-0514- - -0002- -03-
APPL NUMBER: 09-50022737 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 08/31/2009 03:15 PM VBROWN
CHANDLERS RIDGE #3, JACK HARRIS LANE.
2105 RIGHT ON OVERHILLS, CHANDLERS
RIDGE ON RIGHT.
STRUCTURE: 000 000 40X49 4BDR 2.5BATH SFD WITH GAR PATIO
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
- - -
-101 01 9/10/09 TI R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001819200
9/10/09 CA T/S: 09/09/2009 11:29 AM NTART
T/S: 09/10/2009 08:55 AM NTART
8111 01 9/10/09 TI R*BLDG SLAB INSP TIME: 17:00 VRU 001819218
9/10/09 CA T/S: 09/09/2009 11:29 AM NTART - -
T/S: 09/10/2009 08:55 AM NTART
E207 01 /,n 10/D9~ T_I_ R*ELEC TEMP SERVICE POLE TIME: 17:00 VRU 001819291
`I- /0 0 fie J[~ T/S: 09/09/2009 11:40 AM NTART
P309 01 /10/09 TI R*PLUMB UNDER SLAB TIME: 17:00 VRU 001819895
T/S: 09/10/200 08 56 AM NTART
f q(
AND VOTES - -
R..
PREPARED 9/10/09, 13:59:18 INSPECTION TICKET PAGE 46
Harnett County INSPECTOR: IVR DATE 9/11/09
ADDRESS . : 44 JACK HARRIS LN SUBDIV: CHANDLERS RIDGE 21LOTS
CONTRACTOR AMERICAN HOMESMITH LLC PHONE (919) 422-4128
OWNER AMERICAN HOMESMITH #3 PHONE
PARCEL 01-0514- - -0002- -03-
APPL NUMBER: 09-50022737 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 08/31/2009 03:15 PM VBROWN
CHANDLERS RIDGE #3, JACK HARRIS LANE.
2105 RIGHT ON OVERHILLS, CHANDLERS
RIDGE ON RIGHT.
STRUCTURE: 000 000 40X49 4BDR 2.5BATH SFD WITH GAR PATIO
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 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 9/10/09 TI R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001819200
9/10/09 CA T/S: 09/09/2009 11:29 AM NTART
T/S: 09/10/2009 08:55 AM NTART
B111 01 9/10/09 TI R*BLDG SLAB INSP TIME: 17:00 VRU 001819218
9/10/09 CA T/S: 09/09/2009 11:29 AM NTART
T/S: 09/10/2009 08:55 AM NTART
E207 01 9/10/09 JH R*ELEC TEMP SERVICE POLE TIME: 17:00 VRU 001619291
9/10/09 AP T/S: 09/09/2009 11:40 AM NTART
T/S: 09/10/2009 11:15 AM NTART
P309 01 9/10/09 R*PLUMB UNDER SLAB TIME: 17:00 VRU 001819895
9/10/09 DA T/S: 09/10/2009 08:56 AM NTART
T/S: 09/10/2009 11:16 AM NTART
10' HEAD OF WATER ON DRAIN LINE.
P309 02 /11/09 IR*PLUMB UNDER SLAB VRU 001820140
COMMENTS AND NOTES - -
o-
PREPAR2D 9/14/09, 13:58:50 INSPECTION TICKET PAGE 41
Harnett County INSPECTOR: IVR DATE 9/15/09
ADDRESS . : 44 JACK HARRIS LN SUBDIV: CHANDLERS RIDGE 21LOTS
CONTRACTOR AMERICAN HOMESMITH LLC PHONE (919) 422-4128
OWNER AMERICAN HOMESMITH 43 PHONE
PARCEL 01-0514- - -0002- -03-
APPL NUMBER: 09-50022737 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 08/31/2009 03:15 PM VBROWN
CHANDLERS RIDGE #3, JACK HARRIS LANE.
2105 RIGHT ON OVERHILLS, CHANDLERS
RIDGE ON RIGHT.
STRUCTURE: 000 000 40X49 4BDR 2.5BATH SFD WITH GAR PATIO
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
- -
-101 01 9/10/09 TI R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001819200
9/10/09 CA T/S: 09/09/2009 11:29 AM NTART
T/S: 09/10/2009 08:55 AM NTART
B111 01 9/10/09 TI R*BLDG SLAB INSP TIME: 17:00 VRU 001819218
9/10/09 CA T/S: 09/09/2009 11:29 AM NTART
T/S: 09/10/2009 08:55 AM NTART
E207 01 9/10/09 JH R*ELEC TEMP SERVICE POLE TIME: 17:00 VRU 001819291
9/10/09 AP T/S: 09/09/2009 11:40 AM NTART
T/S: 09/10/2009 11:15 AM NTART -
P309 01 9/10/09 JH R*PLUMB UNDER SLAB TIME: 17:00 VRU 001819895
9/10/09 DA T/S: 09/10/2009 08:56 AM NTART
T/S: 09/10/2009 11:16 AM NTART - -
10' HEAD OF WATER ON DRAIN LINE.
P309 02 9/11/09 JH R*PLUMB UNDER SLAB VRU 001820140
9/11/09 AP t-pole passed-------------------
B111 02 /,S 15/09 TI_ R*BLDG SLAB INSP VRU 001820961
GJ i< _
*i--------- COMMENTS AND NOTES
p~5c7c~z2737
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~ W
Compliance Certificate
Project Title: HERITAGE L.~ T
Energy Code: 20031ECC
Location: Llllington, North Carolina
Construction Type: Slagle Family
Glazing Area Percentage: 1376
Heating Degree Days: 3502
Construction Site, Owner/Agent Designer/Contractor:
CHANDLERS RIDGE 3 AMERICAN HOMESMITH AMERICAN HOMESMITH
LILLINGTON, NC PO BOX 97365
RALEIGH, NC 27624
{Ss.,.iaJn>~2waKxr~mv+a>.n ^3
Compliance: Maximum UA: 723 Your UA: 579
H46d1M. r,,,,~ :95th n,..w rYu~+`t~.H
Ceiling 1: Flat Ceiling or Scissor Truss 1479 38.0 30.0 24
Wall 1: Wood Frame, 16' o.c. 108 13.0 11.0 4
Window 1: Vinyl Frame:Double Pare with Low-E 34 0.480 16
Wall 2: Wood Frame, 16'0.C. 108 13.0 11.0 3
Window 2: Vinyl Frame:Double Pane with Low-E 45 0.480 22
Wall 3: Wood Frame, 16" o.c. 216 13.0 11.0 9
Window 3: Metal Frame:Double Pane with Low-E 12 0.480 6
Window 4: Metal Frame:Double Pane with Low-E 12 0.480 6
Door 1: Glass 18 0.400 7
Wall 4: Wood Frame, 16" o.c. 360 13.0 11.0 17
Window 5: Vinyl Frame:Double Pane with Low-E 17 0.480 8
Window 6: Vinyl FrameAoubie Pane with Low-E 17 0.480 8
Wadi 5: Wood Frame, 16" o.a 63 13.0 11.0 3
Door 2: Solid 5 0.480 2
Wall 6: Wood Frame, 16" o.c 108 13.0 11.0 3
Windcw7: Vinyl Frame:Double Pane with Low-E 50 0.480 24
Wall 7: Wood Frame, 16" O.C. 144 13.0 11.0 7
Wall 8: Wood Frame, IT o.c. 189 13.0 11.0 10
Wall 9: Wood Frame, 16" O.C. 36 13.0 11.0 1
Door 3: Solld 18 0.300 5
Wall 10: Wood Frame, 16" o.c. 54 13.0 11.0 3
Window 8: Vinyl Fmme:Double Pane with Low-E 4 0.480 2
Wall 11: Wood Frame, 16" o.c. 144 13.0 11.0 7
Wall 12: Wood Frame, 16" o.c. 216 13.0 11.0 10
Window 9: Vinyl Frame:Double Pare with Low{ 14 0.480 7
Window 10: Vinyl FrameMouble Pane with Low-E 14 0.480 7
Wall 13: Wood Frame, 16' o.c. 144 13.0 11.0 7
Window 11: Vinyl Frame:Double Pane with Low-E 8 0.480 4
Window 12: Vinyl Frame:Double Pane with Low-E 8 0.480 4
Wall 14: Wood Frame, 16" o.c. 360 13.0 11.0 17
Window 13: Vinyl Frame:Double Pane with Low-E 14 0.480 7
Window 14: Vinyl Frame:Double Pane with Low-E 14 0.480 7
Well 15: Wood Frame, 16" o.c. 63 13.0 11.0 2
Window 15: Vinyl Frame:Double Pare with Low{ 14 0.480 7
Project Title: HERBAGE Report dam: 09114109
Data filename: C:VUsemkTRAVISIDDcuments\AHSIHERrrAGE.rck Page 1 of 2
`t
Wall 16: Wood Frame, 16' o.c. , 108 13.0 11.0 4
Window 16: Vinyl Frame:Double Pane with Low-E 28 0.480 13
Wall 17: Wood Frame, 16" o.c. 54 13.0 11.0 3
Wall 18: Wood Frame, 16" o.c. 189 13.0 11.0 9
Window 17: Vinyl Frame:Double Pane with Low-E 14 0.480 7
Wall 19: Wood Frame, 16' o.c. 117 13.0 11.0 5
Window 18: Vinyl Fmme:Double Pane with Low-E 14 0.480 7
Window 19: Vinyl Frame:Double Pane with Low-E 14 0.480 7
Wadi 20: Wood Frame, 16" o.c. 198 13.0 11.0 9
Window 20: Vinyl Frame:Double Pane with Low-E 16 0.480 8
Floor 1: SlabOn-Grade:Unheated 222 0.0 231
Insulation depth: 0.0'
Heat Pump 1: Air Source 7.7 HSPF, 13 SEER
Heat Pump 2: Air Source 7.7 HSPF, 13 SEER
Compliance Statemerrt: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 20031ECC requirements in
REScheck Version 4.3.0 a to mpty with the mandatory requirements listed in the RE heck Inspection Chetldist.
Name - Title Signature Date
40vts
Project Title: HERITAGE Report date: 09114109
Data filename: C:1UseraITRAVIS4)o rnentMHMHERITAGE.rck Page 2 M 2
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PREPARED 10119109, 13:59:04 INSPECTION TICKET PAGE 39
Harnett County INSPECTOR: IVR DATE 10/20/09
A56RESS 1 . : 44 JACK HARRIS LN SUBDIV: CHANDLERS RIDGE 21LOTS
CONTRACTOR AMERICAN HOMESMITH LLC PHONE : (919) 422-4128
OWNER AMERICAN HOMESMITH #3 PHONE :
PARCEL 01-0514- - -0002- -03-
APPL NUMBER: 09-50022737 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 08/31/2009 03:15 PM VBROWN
CHANDLERS RIDGE #3, JACK HARRIS LANE.
2105 RIGHT ON OVERHILLS, CHANDLERS
RIDGE ON RIGHT.
STRUCTURE: 000 000 40X49 4BDR 2.5BATH SFD WITH GAR PATIO
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
8101 01 9/10/09 TI R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001819200
9/10/09 CA T/S: 09/09/2009 11:29 AM NTART
T/S: 09/10/2009 08:55 AM NTART
B111 01 9/10/09 TI R*BLDG SLAB INSP TIME: 17:00 VRU 001819218
9/10/09 CA T/S: 09/09/2009 11:29 AM NTART
T/S: 09/10/2009 08:55 AM NTART
E207 01 9110109 JH R*ELEC TEMP SERVICE POLE TIME: 17:00 VRU 001819291
9/10/09 AP T/S: 09/09/2009 11:40 AM NTART
T/S: 09/10/2009 11:15 AM NTART
P309 01 9/10/09 JH R*PLUMB UNDER SLAB TIME: 17:00 VRU 001819895
9/10/09 DA T/S: 09/10/2009 08:56 AM NTART
T/S: 09/10/2009 11:16 AM NTART
10- HEAD OF WATER ON DRAIN LINE.
P309 02 9/11/09 JH R*PLUMB UNDER SLAB VRU 001820140
9/11/09 AP t-pole passed-------------------
B111 02 9/15/09 JH R*BLDG SLAB INSP VRU 001820961
9/15/09 AP ---------5/2009 10:07 AM JHALL
R425 01 10/16/09 FOUR TRADE ROUGH IN VRU 001837533
10/16/09 DA ~ront right corner of house is not tied with
perpendicular wall. OSB Must extend from corner amien mum
of one stud space, Cannot strip corner with OSB.Y. Tie all
top plates back together where cut for LVLS. 3. All
in prior load walls shall be anchored. Consult engineering
Insulate water lines above downstairs hall bath
shower/tub with R 6.5 PIPE INSULATIO .5. Mount receptacle
in rec room removed for framing.~eet inside garage
walls per plan Need enginering for the following
Holes cut in TJIS for ductwork too close to support ends,
All anchors used to anchor exterior and interior walls.DO
NOT SIDE OR INSULATE
R425 02 10/20/09 FOUR TRADE ROUGH IN VRU 001838523
o- 'B 95
COMMENTS AND NOTES - - -
' S.THOMPSON
ENGINEERING, INC
structural and geotachnical a I 1 'd
custom residential design 00
October 16, 2009
Travis Webb
American Homesmith LLC.
PO Box 97365 i
Raleigh, NC 27624 1
Dear Mr. Webb:
Per your request, I have reviewed the 2009 edition of the North Carolina
Residential Code to address the foundation anchor requirements and possible
alternatives for retrofitting additional anchor mechanisms.
Analysis revealed that for wind zones consistent with those of Harnett County,
anchor bolts are to be installed @ 6'-0" o.c. and within 1'-0" from the end of
each plate. When retrofitting anchor bolts to achieve these minimum
requirements, the contractor may install 'h" threaded rods embedded a minimum
of seven inches into a masonry foundation and secured with epoxy, or if the
foundation is a poured concrete wall or monoslab foundation, the contractor
may install eh" x 6" expansion sleeve anchors such as "Red Heads".
Please call me if you have any questions.
Sincerely,
J.S. Thompson Engineering, Inc.
N.C. License No. C-1733
Jeffrey B. Whitson, P.E. Q SM
two 009754
a. Vill,
/o9
606 Wade Avenue
Raleigh, NC 27606
(919) 789-9919 OFFICE
(919) 789-9921 FAx -
ALLOWABLE' HOLES
Minimum distance from Table A Minimum distance from Table B
No field cut holes
to hatched zones l'it' hole may be cut
anywhere in we outside
.Ory "]3 of hatched zone
6 ne b 6'
~l .en
6° Li 2 x 0h Di Closely grouped round tz 2 x Lz Dr 6" 6• Do not cut holes larger
minimum holes are permitted if IV minimum
(applies to all holes group perimeter meets than lh"in cantilever
except knockouts) requirements for mund or
square holes
Table A-End Support
1,11wirium> 0` slir"e 9zam e4gn r>£ hdie to insidn 4 [r of =.azrr: s T stalpur
Depth The Round Hole Size S rare or Rectan ular Hale Size
2 3" 4" 5° 6W 7" 8rh' 1P 13" 2'• 3• 4' S` 61h" T" BVs" It" 13'
110 Y-0' F-6' 2'-0' 2'-6' 5'-0' 1'4' 1'-6" 2'-6' T-G 4'-6'
91h" 210 L-0° P-6' 2'4" T-0" 5'-0" P-0" 2'-0' 2'-6' 4'-9" 5'-0"
230 P-0" T-0" 2'-6" T-6" 5'4" F-0" 2'-0° 3'-0" 4'-6' T-0"
110 P-0" P.0" P-0' P-0' 2'-6' 2'-6' T-0" P-0' r-D' P-6' T-6" 4'-6' 4'-6" 6'-0'
10 11-0 11-0" 1'-0' 1-6' 2'-6' T-0' 5';6' L-0' r-0' 2'-0" T-0" Y-D" T-6' 6'-6'
llrh° 11-0" 11-0' P-0' 2'-0' T-0' T-6' 6'-0" P-0' L-0" 2'-0' T-0" 5'-6' 5'-6" T-0'
380 IA' P-D" P-6' 2'4" T-6" 5'-0" T4 P-0' 1-0" T-6" 4'-0" 6'-6" 6'-6" T'-6"
560 IA' 1'-0" 1'-6" T-0" T-D' Y-6' 8'4" P-0" 2'4" T-G` T-0" T-0" T-6" 8'-0"
110 LAI' Y-0' P-0" P-0" P-0" P-0" T-6" Y-0" L-0" I'-0" P-0" L-6" T-6' 4'-0' 6'-0" 8'-0'
210 P-0' P-0' P-0" P-0" 1'-0" P-6' 3'SO" 6'-0' l'-0" r-0" P-0' 2'-0" 4'-0" 4'-6" 6'-6° 8'-6"
14" 230 P-0" .I'-0' 1'-0° P-0" P-6" 2'-0" T-6'. 6'-6' 11-0" 11-0' 11-0" 21-0" 41-0" 514. T' 0" 9'-0„
360 P-0";..' 1'-0' 1'-0" P-0" T-6" T-V Y-6" 8'-0' P-0" P-0" P-0" 2'4' T-6" 6'-6" 8'-0° 9'-6"
560 P-0' P-0' P-0' P-0' 2'-6" Y-0" 6'4 ' 91-0" 1'-0" -0- 1'-6- T-6" CV T-0° T-0° IDA'
210 P-0' P-0' P-0' 11-0' 11-0" I1-0" 11-6" 3'-6' 6'-0" 1'-0' l'-0' P-0' Y-0' 2'-6" T-6' 6'-6' 8'-0"
230 L-0' L-0' 11-0' 11-0' 11-01 l'-0" 2'-0" 4' 0° 6'-6" 1'-0" 1'-0' IA' L-D' T-0' T-6" P-0' 9'-0" 11' 0°
16" 3110 l'-0" I'-0" P-0" P-0' 1'-0' 1'-0' 3'-0" 6'-0" 9'-0" 1'-0- 1'-0" 11-0" 11-0" 41-0" 51-0" 91-0" 101-0" 111-6"
560 P-0" P-0- P-13" P-0' P-0° L-0' 3'-0" 6'-6" 10' 0' 1'-0- L-0" IA" P-6" 5',W 6'-0" 10'4" Il' 0' l2'-0"
Table I3-Intermediate or Cantilever Support
PitinUaucn distance from edge of hold to inside face of neares4 irfeytaedia;e cr c; nlilevez svppurt
Depth Tll® Round Kola Size 9 rare or Rectan uIar Hale Slze
2 3° 4" 5' 6~W ' 7" 6'h' 11' 13" 1" 3" 4' S" 8rh" T" 8'/s" 11" 13"
110 1'-6' 2'-6' T-0' 4'-0' T-6' P-6" 2'-6" T-6" S-6" 6'-6'
91h' 210 T-0" 2'-6' T-6' 4'-6" T-6' 2'-0' T-0° 4'-D" 6'-0' P-0'
230 2,-6' T-O" 4A` 5'-0" 8'-0" 2'-6" 3'-O" T-6" 6'-6" T-6"
110 1'-0' 1'-0" U-6° 2'-6" 4'-0" 4'-0" 8'-0" I'-0' P-6° 2'-6" 4'-0" 6'-6" T-0" T-0-
__216 I'-0' P-0" 2'-0" T-0' 4'-6' 5'-0' 9'-0" P-0' 2'-0' T-0" 4'-6" P-6' 8'-0' 10'-0•
11W 230 1'-0" 2'-0' 2'-6' T-6' Y-0' Y-6" T-6" P-0' 2'-6" T-6" 5'-0' 8'-0' 8'-6' 10'-0'
360 2'-0' T-0" 4'-0" Y-6° T-0" 7'-6" ll'-0" T-0" T-6" 5-0' T-0' 9'-6" 9'-6" Il' 0"
560 P-6" T-0- 4'-6" T-6- 8'-0" 8'-6" 12'-0" 3'4" 4'-6" 6'-0' 8'-0" 10'4" 11'-0" !2'-0"
110 IA' 1'-0' P-0" P-0' T-0" 2'-6" 4'.6" 8'-0" 1'-0' P-0' F-0" T-6' 5'-0' 6-0' T-0" 12'-0"
1'-0' F-0" P-0" P-0' 2'-6' T-0" - 9'4" P-0' 1'-0' 2'-0' T-6" 6'-0' T-0' IDA' 12'-6'
f4 230 P-0' P-0' P-0" T-0" T-0' T-6" Y-6" 10'-0" 1'-0' P-0" 2'-6' 4'-0' 6'-0" T-6" 10'-6" 13'-0'
360 P-0' L-0" T-0' T-6" 5'-6" 6'4" 8'-6° 12'-6' P-0" 2'-0" 4'-0" T-6" 9'-0" 10'4' 12'-0' 14'-0"
560 P-0" L-0' 1'4" T-6" 5'4" 6'-6" 9'-6' 13'-6' P-0" T-0" 5'-0' T'-0" 10'-0" 11'-0" 13'-6" 15'-0"
210 P-0' P-D' P-0" 1'-0" I'-0' P-0" T-0' 5'-6" 9'-6" P-0" 1'-0' 1'-0' 2'-0' 4-6" T-6" 9'4" l2'-6' IS'-6'
230 L-0' l'-0' 1-0" L-0" 1'-6' 2'-0' 4'-0' 6'-6' 10'-6° l'-0" I'-0' L-0' 2'-6' Y-0" 6'-0" 10'-6" 13'-0" 16'-0"
t6" 360 P-0" P-0' P-0° P-0" T-0' 4'-0' 6'-6' 10'-0' l3'-6' L-0' P-0° T-0" 4'-0" T-6' 8'-6' 13'-0' 14'-6' IT-0"
560 P-0" P-0" I'-0' F-0" 2'4" 3'4" T'-0" 11'-0" 15'-0" P-0" P-0" T-6" Y-6" T-0" 104' 14'-6" 16'-0" 18'4"
• Rectangular holes based on measurement of longest side.
DO NOT
Ho v to Use 'These Tables General Notes cut a notch flange.
I. Using Table A, Table B, or both if required, determine the bole Holes may be located vertically anywhere within the web. Leave
shape/size and select the 1110 joist and depth. 4b" of web (minimum) at top and bottom of hole. f?~ s
R
2. Scan horizontally until you intersect the correct hole size • Knockouts are located in web at approximately 12" on-center;
column. they do not affect hole placement.
3. Measurement shown is minimum distance from edge of hole to • For simple span (5' minimum) uniformly loaded joists meeting DONOT
cut holes in cantilever
support. the requirements of this guide, one maximum size round hole reinforcement.
4. Maintain the required minimum distance from the end and the may be located at the center Of the joist span provided that no
intermediate or canilever support. other holes occur in the joist.
• Distances are based on the maximum uniform loads shown in 1
this guide. For other load conditions or hale configurations, use
Tl-Beamesoftwam orcontact your iLevel representative.
iLevel Trus Joist' TJI' Joist Specifier's Gulde TJ-4000 February 2009
PREPARED 10/22/09, 13:59:08 INSPECTION TICKET PAGE 28
Harnett County INSPECTOR: IVR DATE 10/23/09
ADDRESS . : 44 JACK HARRIS IN SUBDIV: CHANDLERS RIDGE 21LOTS
CONTRACTOR AMERICAN HOMESMITH LLC PHONE (919) 422-4128
OWNER AMERICAN HOMESMITH #3 PHONE
PARCEL 01-0514- - -0002- -03-
APPL NUMBER: 09-50022737 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 08/31/2009 03:15 PM VBROWN
CHANDLERS RIDGE #3, JACK HARRIS LANE.
2105 RIGHT ON OVERHILLS, CHANDLERS
RIDGE ON RIGHT.
STRUCTURE: 000 000 40X49 4BDR 2.5BATH SFD WITH GAR PATIO
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . 3.00 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 9/10/09 TI R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001819200
9/10/09 CA T/S: 09/09/2009 11:29 AM NTART
T/S: 09/10/2009 08:55 AM NTART
B111 01 9/10/09 TI R*BLDG SLAB INSP TIME: 17:00 VRU 001819218
9/10/09 CA T/S: 09/09/2009 11:29 AM NTART
T/S: 09/10/2009 08:55 AM NTART
E207 01 9/10/09 JH R*ELEC TEMP SERVICE POLE TIME: 17:00 VRU 001819291
9/10/09 AP T/S: 09/09/2009 11:40 AM NTART
T/S: 09/10/2009 11:15 AM NTART
P309 01 9/10/09 JH R*PLUMB UNDER SLAB TIME: 17:00 VRU 001819895
9/10/09 DA T/S: 09/10/2009 08:56 AM NTART
T/S: 09/10/2009 11:16 -AM NTART
10' HEAD OF WATER ON DRAIN LINE.
P309 02 9/11/09 JH R*PLUMB UNDER SLAB VRU 001820140
9/11/09 AP t-pole passed-------------------
B111 02 9/15/09 JH R*BLDG SLAB INSP VRU 001820961
9/15/09 AP ---------5/2009 10:07 AM JHALL
R425 01 10/16/09 BS FOUR TRADE ROUGH IN VRU 001837533
10/16/09 DA 1. Front right corner of house is not tied with
perpendicular wall. OSB Must extend from corner a minimum
of one stud space, Cannot strip corner with OSB.2. Tie all
top plates back together where cut for LVLS. 3. All
interior load walls shall be anchored. Consult engineering
4. Insulate water lines above downstairs hall bath
shower/tub with R 6.5 PIPE INSULATION.5. Mount receptacle
in rec room removed for framing.6. Sheet inside garage
walls per plan Need enginering for the following
Holes cut in TJIS for ductwork too close to support ends,
All anchors used to anchor exterior and interior walls.DO
NOT SIDE OR INSULATE
R425 02 10/20/09 BS FOUR TRADE ROUGH IN VRU 001838523
10/20/09 AP T/S: October 20, 2009 01:50 PM BSUTTON
I129 01 R*INSULATION INSPECTION VRU 001841097
COMMENTS AND NOTES -
PREPARID 12/08/09, 13:59:33 INSPECTION TICKET PAGE 15
Harnett County INSPECTOR: IVR DATE 12/09/09
- - - - -
ADDRESS ':444 JACK HARRIS IN SUBDIV: CHANDLERS RIDGE 21LOTS
CONTRACTOR AMERICAN HOMESMITH LLC PHONE : (919) 422-4128
OWNER AMERICAN HOMESMITH #3 PHONE :
PARCEL 01-0514- - -0002- -03-
APPL NUMBER:;09.-50022737 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 08/31/2009 03:15 PM VBROWN
CHANDLERS RIDGE #3, JACK HARRIS LANE.
2105 RIGHT ON OVERHILLS, CHANDLERS
RIDGE ON RIGHT.
STRUCTURE: 000 000 40X49 4BDR 2.5BATH SFD WITH GAR PATIO
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 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 9/10/09 TI R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001819200
9/10/09 CA T/S: 09/09/2009 11:29 AM NTART
T/S: 09/10/2009 08:55 AM NTART
B111 01 9/10/09 TI R*BLDG SLAB INSP TIME: 17:00 VRU 001819218
9/10/09 CA T/S: 09/09/2009 11:29 AM NTART
T/S: 09/10/2009 08:55 AM NTART
E207 01 9/10/09 JH R*ELEC TEMP SERVICE POLE TIME: 17:00 VRU 001819291
9/10/09 AP T/S: 09/09/2009 11:40 AM NTART
T/S: 09/10/2009 11:15 AM NTART
P309 01 9/10/09 JH R*PLUMB UNDER SLAB TIME: 17:00 VRU 001819895
9/10/09 DA T/S: 09/10/2009 08:56 AM NTART
T/S: 09/10/2009 11:16 AM NTART
10' HEAD OF WATER ON DRAIN LINE.
P309 02 9/11/09 JH R*PLUMB UNDER SLAB VRU 001820140
9/11/09 AP t-pole passed-------------------
Bill 02 9/15/09 JH R*BLDG SLAB INSP VRU 001820961
9/15/09 AP ---------5/2009 10:07 AM JHALL
9425 01 10/16/09 BS FOUR TRADE ROUGH IN VRU 001837533
10/16/09 DA 1. Front right corner of house is not tied with
perpendicular wall. OSB Must extend from corner a minimum
of one stud space, Cannot strip corner with OSB.2. Tie all
top plates back together where cut for LVLS. 3. All
interior load walls shall be anchored. Consult engineering
4. Insulate water lines above downstairs hall bath
shower/tub with R 6.5 PIPE INSULATION.5. Mount receptacle
in rec room removed for framing.6. Sheet inside garage
walls per plan Need enginering for the following
Holes cut in TJIs for ductwork too close to support ends,
All anchors used to anchor exterior and interior walls.DO
NOT SIDE OR INSULATE
R425 02 10/20/09 BS FOUR TRADE ROUGH IN VRU 001838523
10/20/09 AP T/S: October 20, 2009 01:50 PM BSUTTON
I129 01 10/23/09 DT R*INSULATION INSPECTION VRU 001841097
10/23/09 AP
R429 01 12/08/09 TI FOUR TRADE FINAL VRU 001858421
12/07/09 CA T/S: 12/07/2009 02:14 PM NTART
CANCELLED FINAL INSPECTION. ADDRESS HAS NOT BEEN
CONTINUED ONTO NEXT PAGE
n
I~REPAAD 12/08/09, 13:59:33 INSPECTION TICKET PAGE 16
Harnett County INSPECTOR: IVR DATE 12/09/09
r------- "
ADDRESS :'44 JACK HARRIS IN SUBDIV: CHANDLERS RIDGE 21LOTS
CONTRACTOR AMERICAN HOMESMITH LLC PHONE (919) 422-4128
OWNER AMERICAN HOMESMITH #3 PHONE
PARCEL 01-0514- - -0002- -03-
APPL NUMBER: 09-50022737 CP NEW RESIDENTIAL (SFD)
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
CONFIRMED. N-TART
R431 01 12/08/09 TI FOUR TRADE FINAL >2500 VRU 001858836
12/07/09 CA T/S: 12/07/2009 02:13 PM NTART
R429 02 12/09/09 09 TI FOUR TRADE FINAL VRU 001859377
A814 01 12/09/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001859321
12/08/09 AP T/S: 12/08/2009 11:15 AM NTART
" ~T/S: 12/08/2009 11:18 AM TWARD
4 JACK HARRIS IN LOT 3
T/S: 12/08/2009 11:19 AM TWARD
COMMENTS AND NOTES
_ x
F.7. Hdp
~ ~I~ ~i 8 ,ere lwsizaos lam:55a4
'Application number, type 09 Sg02 M CP NEW RESIDENTIAL JSFDI
Property address - 44 JACK HARRIS LN
1 Neetl w nd load at cker on garage doors.
2)MLaaing pipe for pressure relief valve on water
heater. -
3)Missing studs in attic at knee wall to left of nHUS need
header at RHU with 2 jack studs on each aide where studs
were removed for unit.
4)Whyy is there a splice on wires for sub panel to garage in
outsltle panel
f
FOK :T 'Fj{It Cgrcal• _ ~op~ Deft Qalete. Ilme stamp ;'der defeulto
I
PREPARtD 12/09/09, 13:59:07 INSPECTION TICKET PAGE 15
Harnett County INSPECTOR: IVR DATE 12/10/09
I - - -
ADDRESS 44 JICK HARRIS LN SUBDIV: CHANDLERS RIDGE 21LOTS
CONTRACTOR AMERICAN HOMESMITH LLC PHONE (919) 422-4128
OWNER AMERICAN HOMESMITH #3 PHONE
PARCEL 01-0514- - -0002- -03-
APPL NUMBER: 09-50022737 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 08/31/2009 03:15 PM VBROWN
CHANDLERS RIDGE #3, JACK HARRIS LANE.
2105 RIGHT ON OVERHILLS, CHANDLERS
RIDGE ON RIGHT.
STRUCTURE: 000 000 40X49 4BDR 2.5BATH SFD WITH GAR PATIO
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 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 9/10/09 TI R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001819200
9/10/09 CA T/S: 09/09/2009 11:29 AM NTART
T/S: 09/10/2009 08:55 AM NTART
Blll 01 9/10/09 TI R*BLDG SLAB INSP TIME: 17:00 VRU 001819218
9/10/09 CA T/S: 09/09/2009 11:29 AM NTART
T/S: 09/10/2009 08:55 AM NTART
E207 01 9/10/09 JH R*ELEC TEMP SERVICE POLE TIME: 17:00 VRU 001819291
9/10/09 AP T/S: 09/09/2009 11:40 AM NTART
T/S: 09/10/2009 11:15 AM NTART
P309 01 9/10/09 JH R*PLUMB UNDER SLAB TIME: 17:00 VRU 001819895
9/10/09 DA T/S: 09/10/2009 08:56 AM NTART
T/S: 09/10/2009 11:16 AM NTART
101 HEAD OF WATER ON DRAIN LINE.
P309 02 9/11/09 JH R*PLUMB UNDER SLAB VRU 001820140
9/11/09 AP t-pole passed-------------------
Bill 02 9/15/09 JH R*BLDG SLAB INSP VRU 001820961
9/15/09 AP - 5/2009 10:07 AM JHALL
R425 01 10/16/09 BS FOUR TRADE ROUGH IN VRU 001837533
10/16/09 DA 1. Front right corner of house is not tied with
perpendicular wall. OSB Must extend from corner a minimum
of one stud space, Cannot strip corner with OSB.2. Tie all
top plates back together where cut for LVLS. 3. All
interior load walls shall be anchored. Consult engineering
4. Insulate water lines above downstairs hall bath
shower/tub with R 6.5 PIPE INSULATION S. Mount receptacle
in rec room removed for £raming.6. Sheet inside garage
walls per plan Need enginering for the following
Holes cut in TJIs for ductwork too close to support ends,
All anchors used to anchor exterior and interior walls.DO
NOT SIDE OR INSULATE
R425 02 10/20/09 BS FOUR TRADE ROUGH IN VRU 001838523
10/20/09 AP T/S: October 20, 2009 01:50 PM BSUTTON
1129 01 10/23/09 DT R*INSULATION INSPECTION VRU 001841097
10/23/09 AP
R429 01 12/08/09 TI FOUR TRADE FINAL VRU 001858421
12/07/09 CA T/S: 12/07/2009 02:14 PM NTART
CANCELLED FINAL INSPECTION. ADDRESS HAS NOT BEEN
- CONTINUED ONTO NEXT PAGE - - -
PREPARIED 12/09/09, 13:59:07 INSPECTION TICKET PAGE 16
Harnett County INSPECTOR: IVR DATE 12/10/09
C----------- - - -
ADDRESS . : 44 JACK HARRIS IN SUBDIV: CHANDLERS RIDGE 21LOTS
CONTRACTOR : AMERICAN HOMESMITH LLC PHONE (919) 422-4128
OWNER AMERICAN HOMESMITH #3 PHONE
PARCEL 01-0514- - -0002- -03-
APPL NUMBER: 09-50022737 CP NEW RESIDENTIAL (SFD)
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
CONFIRMED. N-TART
R431 01 12/08/09 TI FOUR TRADE FINAL >2500 VRU 001858836
12/07/09 CA T/S: 12/07/2009 02:13 PM NTART
R429 02 12/09/09 JH FOUR TRADE FINAL VRU 001859377
12/09/09 DA 1)Need wind load sticker on garage doors.
2)Missing pipe for pressure relief valve on water
heater.
3)Missing studs in attic at knee wall to left of AHU& need
header at AHU with 2 jack studs on each side where studs
were removed for unit. .
4)Why is there a splice on wires for sub panel to garage in
outside panel.
A814 01 12/09/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001859321
12/08/09 AP T/S: 12/08/2009 11:15 AM NTART
T/S: 12/08/2009 11:18 AM TWARD
-v/44 JACK HARRIS LN LOT 3
T/S: 12/08/2009 11:19 AM TWARD
R429 03 12//a /Q /09 T?_ FOUR TRADE FINAL VRU 001859947
- COMMENTS AND NOTES -
y ~ r1
4 x e.: i
E. 6 11.' (4f fe. k T ~q Jut x I!
COUNTY OF HARNETT~
DEPARTMENT OF BUILDING INSPECTION
AND PLANNING/DEVELOPMENT IM"
CERTIFICATE OF OCCUPANCY
This certificate to the requirements of Section 105 of the North Carolina State Building
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
construction or use. For the following:
~ Use Classification: Conditional Use Permit No.:
Type of Construction: Building Permit No.:
Owner of Building: A' :~,Tt.a Electrical Permit No.:
Building Address: i L Le Insulation Permit No.: a
Zoning District: Plumbing Permit No.:
v+'; Zoning Permit No.: Mech. Permit No.:
Date: o Envir. C.O. No.:
5 Building Official - Zoning Official