INSPECTIONS
PREPARED 2/03/09, 14:00:03 INSPECTION TICKET PAGE 21
Harnett County INSPECTOR: IVR, DATE 2/04/09
ADDRESS . : 50 HEATHER BROOK CIR ' SUBDIV: ANDERSON CREEK CLUB 4B SECT 1
CONTRACTOR CAVINESS & CATES BUILDING AND PHONE (910) 481-0503
OWNER ANDERSON CREEK PARTNERS LP PHONE
PARCEL 01-0535-16- -0100- -01-
APPL NUMBER: 08-50021383 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : TAKE HWY 27 TRUN LEFT ON NURSERY RD
LEFT INTO ANDERSON CREEK CONSTRUCTION
ENTRANCE TAKE 3RD ST TO THE LEFT TAKE
NEXT LEFT LOT 649 SB
STRUCTURE: 000 000 90X69 4BDR CRAWL W/ GARAGE & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . : 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 01 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
B101 01 2/04/09 /09 T R *BLDG FOOTING / TEMP SVC POLE VRU 001731460
t~ 4 5 464 o,4 f
COMMENTS AND NOTES
PkiAR6 2/05/09, 14:07:41 INSPECTION TICKET PAGE 21
Harnett County INSPECTOR: IVR DATE 2/06/09
ADDRESS . : 50 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1
CONTRACTOR : CAVINESS & CATES BUILDING AND PHONE (910) 481-0503
OWNER : ANDERSON CREEK PARTNERS LP PHONE
PARCEL : 01-0535-16- -0100- -01-
APPL NUMBER: 08-50021383 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : TAKE HWY 27 TRUN LEFT ON NURSERY RD
LEFT INTO ANDERSON CREEK CONSTRUCTION
ENTRANCE TAKE 3RD ST TO THE LEFT TAKE
NEXT LEFT LOT 649 JB
STRUCTURE: 000 000 90X69 4BDR CRAWL W/ GARAGE 6 DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 01 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
B101 01 2/04/09 R*BLDG FOOTING / TEMP SVC POLE VRU 001731460
2/04/09 DA footing not dug
H101 02 2/06/09 I R*BLDG FOOTING / TEMP SVC POLE VRU 001732021
COMMENTS AND NOTES
III s
M
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iItF hrs. Ht
HTE 7N612009 85643 AM,.,,~.
Application monhar, type' - 0850M 383 CA NEWRESIDENTWL(SR3)
'Property address - 50 HEATHER BROOK CIR
Piers dont match drawings some are not deep enough a the -
ones with rebar are not deep enough A rebar is not 8" on
center per drawing.
`j
Eglt Cancel Qapy Insert Qelete Ilme stamp user defwlts
PREPARED 2/06/09, 13:59:19 INSPECTION TICKET PAGE 20
Harnett County INSPECTOR: IVR DATE 2/09/09
ADDRESS 50 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1
CONTRACTOR CAVINESS & CATES BUILDING AND PHONE (910) 481-0503
OWNER ANDERSON CREEK PARTNERS LP PHONE
PARCEL 01-0535-16- -0100- -01-
APPL NUMBER: 08-50021383 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : TAKE HWY 27 TRUN LEFT ON NURSERY RD
LEFT INTO ANDERSON CREEK CONSTRUCTION
ENTRANCE TAKE 3RD ST TO THE LEFT TAKE
NEXT LEFT LOT 649 JB
STRUCTURE: 000 000 90X69 4BDR CRAWL W/ GARAGE & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 01 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
- -
B101 01 2/04/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001731460
2/04/09 DA footing not dug
B101 02 2/06/09 R*BLDG FOOTING / TEMP SVC POLE VRU 001732021
2/06/09 DA Piers dont match drawings some are not deep enough & the
ones with rebar are not deep enough & rebar is not 8" on
center per drawing.
B101 03 ^^2/0299/0o9q TI / R*BLDG FOOTING / TEMP SVC POLE VRU 001732726
- COMMENTS AND NOTES -
I
_PREPARED 2/13/09, 13:59:12 INSPECTION TICKET PAGE 15
IRarn~tt County INSPECTOR: IVR DATE 2/16/09
ADDRESS . : 50 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1
CONTRACTOR CAVINESS & CATES BUILDING AND PHONE (910) 481-0503
OWNER ANDERSON CREEK PARTNERS LP PHONE
PARCEL 01-0535-16- -0100- -01-
APPL NUMBER: 08-50021383 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : TAKE HWY 27 TRUN LEFT ON NURSERY RD
LEFT INTO ANDERSON CREEK CONSTRUCTION
ENTRANCE TAKE 3RD ST TO THE LEFT TAKE
NEXT LEFT LOT 649 JB
STRUCTURE: 000 000 90X69 4BDR CRAWL W/ GARAGE & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . SEWER WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF Ol CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
B101 01 2/04/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001731460
2/04/09 DA footing not dug
B101 02 2/06/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001732021
2/06/09 DA Piers dont match drawings some are not deep enough & the
ones with rebar are not deep enough & rebar is not 8" on
center per drawing.
B101 03 2/09/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001732726
2/09/09 AP
A814 01 2/13/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001732897
2/10/09 AP 50 heather brook cir lot 649
B103 01 2/16/09 TI R*BLDG FOUND & TEMP SVC POLE VRU 001734680
COMMENTS AND NOTES
_oX
Edit N.,,ative
211srmos 111412 AM.
Application numbei, type. 0850021383CPNEWRESIDENTWLISFDI
Property address 50HEATHER BROOK OR - -
1. Per marked A on plans not in center third of footer.
2. Unable to verify any projection for pier marked "B" on
plena. Clean off top of footer all the way around pier.
-Fj{it -""°J SApJ J" heart 66 late Suns stmnp Qw, defaults
i
PREPARED- 2%16/09, 14:00:03 INSPECTION TICKET PAGE 14
Haraett~County INSPECTOR: IVR DATE 2/17/09
ADDRESS . : 50 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1
CONTRACTOR CAVINESS & CATES BUILDING AND PHONE (910) 481-0503
OWNER ANDERSON CREEK PARTNERS LP PHONE
PARCEL 01-0535-16- -0100- -01-
APPL NUMBER: 08-50021383 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : TAKE HWY 27 TRUN LEFT ON NURSERY RD
LEFT INTO ANDERSON CREEK CONSTRUCTION
ENTRANCE TAKE 3RD ST TO THE LEFT TAKE
NEXT LEFT LOT 649 JB
STRUCTURE: 000 000 90X69 4BDR CRAWL W/ GARAGE & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 01 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
-101 01 2/04/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001731460
2/04/09 DA footing not dug
B101 02 2/06/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001732021
2/06/09 DA Piers dont match drawings some are not deep enough & the
ones with rebar are not deep enough & rebar is not 8" on
center per drawing.
B101 03 2/09/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001732726
2/09/09 AP
A814 01 2/13/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001732897
2/10/09 AP 50 heather brook cir lot 649
B103 01 2/16/09 PT-N R*BLDG FOUND & TEMP SVC POLE VRU 001734680
2/16/09 DA 1. Pier marked "A" on plane not in center third of footer.
2. Unable to verify any projection for pier marked "B" on
plans. Clean off top of footer all the way around pier.
B103 02 Z/(2/17/09 ( R*BLDG FOUND & TEMP SVC POLE VRU 001735233
COMMENTS AND NOTES - - - -
1 x
FOISaons H
RTE 2!17121109 1D3928AMApplication number,,type - - 0050021303CP NEW RESIDENTIAL(SFDI
Property address 50 HEATHER BROOK CIR,
1. Bath plera need two a9 rebar added to tie new concrete <Into existing footer. Add rebar and or have paperwork for
alternative engineered repair and call for re-inspection.
OK Egli C.gncel dopy' , ! lasert ! Qelete Jim stamp lser defautis
PREvAREpk;2/17/09, 14:04:33 INSPECTION TICKET PAGE 20
Harnett County INSPECTOR: IVR DATE 2/18/09
- - -
ADDRESS . : 50 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1
CONTRACTOR : CAVINESS & CATES BUILDING AND PHONE (910) 481-0503
OWNER : ANDERSON CREEK PARTNERS LP PHONE
PARCEL : 01-0535-16- -0100- -01-
APPL NUMBER: 08-50021383 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : TAKE HWY 27 TRUN LEFT ON NURSERY RD
LEFT INTO ANDERSON CREEK CONSTRUCTION
ENTRANCE TAKE 3RD ST TO THE LEFT TAKE
NEXT LEFT LOT 649 JB
STRUCTURE: 000 000 90X69 4BDR CRAWL W/ GARAGE & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 01 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
B101 01 2/04/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001731460
2/04/09 DA footing not dug
B101 02 2/06/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001732021
2/06/09 DA Piers dont match drawings some are not deep enough & the
ones with rebar are not deep enough & rebar is not 8" on
center per drawing.
B101 03 2/09/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001732726
2/09/09 AP
A814 01 2/13/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001732897
2/10/09 AP 50 heather brook cir lot 649
B103 01 2/16/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001734680
2/16/09 DA 1. Pier marked "A" on plans not in center third of footer.
2. Unable to verify any projection for pier marked "B" on
plans. Clean off top of footer all the way around pier.
B103 02 2/17/09 R*BLDG FOUND & TEMP SVC POLE VRU 001735233
2/17/09 nA 1. Both piers need two #4 rebar added to tie new concrete
into existing footer. Add rebar and or have paperwork for
alternative engineered repair and call for re-inspection.
B103 03 2/18/09 R*BLDG FOUND & TEMP SVC POLE VRU 001735661
Z-1R
COMMENTS AND NOTES - -
Violation Notice
Do Not Remove
Harnett County Inspection Department
102 East Front St P.O. Box 65
Lillington, NC 27546
Phone (910) 893-7525 Fax (910) 893-2793
Anchor bolts do not constitute #4 rebar. Use rebar and anchor to pier with epoxy.
Ken Slattum
Assistant Code Administrator
t _
PREPARED 2/19/09, 14:02:28 INSPECTION TICKET PAGE 15
Harnett County INSPECTOR: IVR DATE 2/20/09
- - -
ADDRESS . : 50 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1
CONTRACTOR : CAVINESS & CATES BUILDING AND PHONE : (910) 481-0503
OWNER : ANDERSON CREEK PARTNERS LP PHONE :
PARCEL : 01-0535-16- -0100- -01-
APPL NUMBER: 08-50021383 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : TAKE HWY 27 TRUN LEFT ON NURSERY RD
LEFT INTO ANDERSON CREEK CONSTRUCTION
ENTRANCE TAKE 3RD ST TO THE LEFT TAKE
NEXT LEFT LOT 649 JB
STRUCTURE: 000 000 90X69 413DR CRAWL W/ GARAGE & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 01 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
-
B101 01 2/04/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001731460
2/04/09 DA footing not dug
B101 02 2/06/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001732021
2/06/09 DA Piers dont match drawings some are not deep enough & the
ones with rebar are not deep enough & rebar is not 8" on
center per drawing.
8101 03 2/09/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001732726
2/09/09 AP
A814 01 2/13/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001732897
2/10/09 AP 50 heather brook cir lot 649
B103 01 2/16/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001734680
2/16/09 DA 1. Pier marked "A" on plans not in center third of footer.
2. Unable to verify any projection for pier marked "B" on
plans. Clean off top of footer all the way around pier.
B103 02 2/17/09 R*BLDG FOUND & TEMP SVC POLE VRU 001735233
2/17/09 DA 1. Both piers need two #4 rebar added to tie new concrete
into existing footer. Add rebar and or have paperwork for
alternative engineered repair and call for re-inspection.
B103 03 2/18/09 KS R*BLDG FOUND & TEMP SVC POLE VRU 001735661
2/18/09 DA rebar not epoxied into footing and rebar not used.
8103 04 2/20/09 R*BLDG FOUND & TEMP SVC POLE VRU 001736161
i
- COMMENTS AND NOTES - -
PREPARED 2/24/09, 14:00:10 INSPECTION TICKET PAGE 21
Harnett County INSPECTOR: IVR DATE 2/25/09
ADDRESS . : 50 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1
CONTRACTOR CAVINESS & CATES BUILDING AND PHONE (910) 481-0503
OWNER ANDERSON CREEK PARTNERS LP PHONE
PARCEL 01-0535-16- -0100- -01-
APPL NUMBER: 08-50021383 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : TAKE HWY 27 TRUN LEFT ON NURSERY RD
LEFT INTO ANDERSON CREEK CONSTRUCTION
ENTRANCE TAKE 3RD ST TO THE LEFT TAKE
NEXT LEFT LOT 649 JB
STRUCTURE: 000 000 90X69 4BDR CRAWL W/ GARAGE & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 01 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
-101 01 2/04/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001731460
2/04/09 DA footing not dug
B101 02 2/06/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001732021
2/06/09 DA Piers dont match drawings some are not deep enough & the
ones with rebar are not deep enough & rebar is not 8" on
center per drawing.
B101 03 2/09/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001732726
2/09/09 AP
A814 01 2/13/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001732897
2/10/09 AP 50 heather brook cir lot 649
B103 01 2/16/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001734680
2/16/09 DA 1. Pier marked "A" on plans not in center third of footer.
2. Unable to verify any projection for pier marked "B" on
plans. Clean off top of footer all the way around pier.
B103 02 2/17/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001735233
2/17/09 DA 1. Both piers need two #4 rebar added to tie new concrete
into existing footer. Add rebar and or have paperwork for
alternative engineered repair and call for re-inspection.
B103 03 2/18/09 KS R*BLDG FOUND & TEMP SVC POLE VRU 001735661
2/18/09 DA rebar not epoxied into footing and rebar not used.
B103 04 2/20/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001736161
2/20/09 AP
B105 01 2/25/09 TI R*OPEN FLOOR VRU 001737892
Z(Zsja5 Af-1
COMMENTS AND NOTES
PREPAR-W 4/22/09, 14:00:13 INSPECTION TICKET PAGE 16
Harnett County INSPECTOR: IVR DATE 4/23/09
ADDRESS . : 50 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1
CONTRACTOR CAVINESS & CATES BUILDING AND PHONE (910) 481-0503
OWNER ANDERSON CREEK PARTNERS LP PHONE
PARCEL 01-0535-16- -0100- -01-
APPL NUMBER: 08-50021383 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : TAKE HWY 27 TRUN LEFT ON NURSERY RD
LEFT INTO ANDERSON CREEK CONSTRUCTION
ENTRANCE TAKE 3RD ST TO THE LEFT TAKE
NEXT LEFT LOT 649 JB
STRUCTURE: 000 000 90X69 4BDR CRAWL W/ GARAGE & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 01 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
- - - - -
-101 01 2/04/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001731460
2/04/09 DA footing not dug
B101 02 2/06/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001732021
2/06/09 DA Piers dont match drawings some are not deep enough & the
ones with rebar are not deep enough & rebar is not 8" on
center per drawing.
B101 03 2/09/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001732726
2/09/09 AP
A814 01 2/13/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001732897
2/10/09 AP 50 heather brook cir lot 649
B103 01 2/16/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001734680
2/16/09 DA 1. Pier marked "A" on plans not in center third of footer.
2. Unable to verify any projection for pier marked "B" on
plans. Clean off top of footer all the way around pier.
B103 02 2/17/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001735233
2/17/09 DA 1. Both piers need two #4 rebar added to tie new concrete
into existing footer. Add rebar and or have paperwork for
alternative engineered repair and call for re-inspection.
B103 03 2/18/09 KS R*BLDG FOUND & TEMP SVC POLE VRU 001735661
2/18/09 DA rebar not epoxied into footing and rebar not used.
B103 04 2/20/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001736161
2/20/09 AP
B105 01 2/25/09 DT R*OPEN FLOOR VRU 001737892
2/25/09 AP
R427 01 4/23/09 TI FOUR TRADE ROUGH IN >2500 VRU 001759118
4_d) !~02 40 S~•~f/0,-/
- - - COMMENTS AND NOTES - -
X
_
fi Fukms
14*
HTE . M23l2009 11:2518AM
Application number, tgpe 0550021383CPNEWRESIDENTIALISF01 "
_ Property address 50 HEATHER BROOK CIR
.No shin pp Les on house you need -h ogle- for a rough in
injection.
`.i
Eltlt'. .~NPg lit,:.. I~ Qelele Ilme'sterm user defaults 1
i PREPARED 5/06/09, 13:59:38 INSPECTION TICKET PAGE 8
Harnett County INSPECTOR: IVR DATE 5/07/09
ADDRESS . : 50 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1
CONTRACTOR CAVINESS & CATES BUILDING AND PHONE (910) 481-0503
OWNER ANDERSON CREEK PARTNERS LP PHONE
PARCEL 01-0535-16- -0100- -01-
APPL NUMBER: 08-50021383 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : TAKE HWY 27 TRUN LEFT ON NURSERY RD
LEFT INTO ANDERSON CREEK CONSTRUCTION
ENTRANCE TAKE 3RD ST TO THE LEFT TAKE
NEXT LEFT LOT 649 JB
STRUCTURE: 000 000 90X69 4BDR CRAWL W/ GARAGE & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 01 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
B101 01 2/04/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001731460
2/04/09 DA footing not dug
B101 02 2/06/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001732021
2/06/09 DA Piers dont match drawings some are not deep enough & the
ones with rebar are not deep enough & rebar is not 8" on
center per drawing.
3101 03 2/09/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001732726
2/09/09 AP
A814 01 2/13/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001732897
2/10/09 AP ,150 heather brook cir lot 649
B103 01 2/16/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001734680
2/16/09 DA 1. Pier marked "A" on plans not in center third of footer.
2. Unable to verify any projection for pier marked "B" on
plans. Clean off top of footer all the way around pier.
B103 02 2/17/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001735233
2/17/09 DA 1. Both piers need two 44 rebar added to tie new concrete
into existing footer. Add rebar and or have paperwork for
alternative engineered repair and call for re-inspection.
B103 03 2/18/09 KS R*BLDG FOUND & TEMP SVC POLE VRU 001735661
2/18/09 DA rebar not epoxied into footing and rebar not used.
B103 04 2/20/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001736161
2/20/09 AP
B105 01 2/25/09 DT R*OPEN FLOOR VRU 001737892
2/25/09 AP
R427 01 4/23/09 FOUR TRADE ROUGH IN >2500 VRU 001759118
4/23/09 DA No shingles on house you need shingles for a roughin
inspection.
R427 02 5/07/09 TI FOUR TRADE ROUGH IN >2500 VRU 001764825
S-7-o7 ~a~y v;ol~fa f
- COMMENTS AND NOTES - - - -
oX
, Axn tams I Mp
9~~' *~r I~x Eel.j HTE f. r5)WYNOB 1D4509 A2A..
d J"
Application number, type 085D021383LPNEWRESIDENTiAL(SFDI,
Property address 50HEATHER BROGWR
O Need the inspections copy of plans, do not have a full p1
'set of plans on job. -
2)Mis5ing nuts 8 washers on anchor bolts in garage 8 closet
3)Nail all lvl beam per truss drawings.
4)Mi5sing nail guard on drain line in garage a top plate on
front wall.
6)Missing nails in floor joist hangers in garage. n;
6)Need engineer letter for holes drilled in 2ply & 3ply -r
truss in garage.
- 7)Nail 2ply 8 3ply truss in garage per truss drawings.
8)Tru55 drawings show a 2x6 leger on back side of double
14"1vt in garage supporting roof truss
heed blocking 4 from corners on osb in horizontal joints
r
s.
O0C Emit C;,ncel a SApy 1ns~ i {2alete + Ilme stamp User defaults
A ~3~
x
*,two, rap - - - -
HTE 510772009 105522 AM:,~,
,Applicatisn'num6er,:type _ 085002I383CPNEWRESIDENTIAL(SPDI'
Property address 50 HEATHER BROOK CIA -
10)Loose dab throughout garage. p2
ll)E4-3pty trusses in garage need more uplift clips per
truss drawings,
12)Water line in garage for water heater needs to be
supported every 32' with an approved strapping.
This inspection is terminated in garage because of to many
viotations.Pay $58.08 reinspection fee _
i
0 E I Cgncei py !nom {lelnte- Iime~atamp Slser defaults
jrv
PREPARED 5/12/09, 13:59:45 INSPECTION TICKET PAGE 17
Harnett, County INSPECTOR: IVR DATE 5/13/09
ADDRESS . : 50 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1
CONTRACTOR CAVTNESS%& CATES BUILDING AND PHONE (910) 481-0503
OWNER AND~RSON'CREEK PARTNERS LP PHONE
PARCEL 01-0535-16- -0100- -01-
APPL NUMBER: 08-50021383 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : TAKE HWY 27 TRUN LEFT ON NURSERY RD
LEFT INTO ANDERSON CREEK CONSTRUCTION
ENTRANCE TAKE 3RD ST TO THE LEFT TAKE
NEXT LEFT LOT 649 JB
STRUCTURE: 000 000 90X69 4BDR CRAWL W/ GARAGE & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 01 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
- - - - - - - -
B101 01 2/04/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001731460
2/04/09 DA footing not dug
B101 02 2/06/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001732021
2/06/09 DA Piers dont match drawings some are not deep enough & the
ones with rebar are not deep enough & rebar is not 8" on
center per drawing.
B101 03 2/09/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001732726
2/09/09 AP
A814 01 2/13/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001732897
2/10/09 AP 50 heather brook cir lot 649
B103 01 2/16/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001734680
2/16/09 DA 1. Pier marked "A" on plans not in center third of footer.
2. Unable to verify any projection for pier marked "B" on
plans. Clean off top of footer all the way around pier.
B103 02 2/17/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001735233
2/17/09 DA 1. Both piers need two #4 rebar added to tie new concrete
into existing footer. Add rebar and or have paperwork for
alternative engineered repair and call for re-inspection.
B103 03 2/18/09 KS R*BLDG FOUND & TEMP SVC POLE VRU 001735661
2/18/09 DA rebar not epoxied into footing and rebar not used.
B103 04 2/20/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001736161
2/20/09 AP
B105 01 2/25/09 DT R*OPEN FLOOR VRU 001737892
2/25/09 AP
R427 01 4/23/09 JH FOUR TRADE ROUGH IN >2500 VRU 001759118
4/23/09 DA No shingles on house you need shingles for a roughin
inspection.
R427 02 5/07/09 FOUR TRADE ROUGH IN >2500 VRU 001764825
5/07/09 DP Need the inspections copy of plans, do not have a full pi
set of plans on job.
s * Missing nuts & washers on anchor bolts in garage & closet.
b {'h S d~f 3)Nail all lvl beam per truss drawings.
/la.` n ~ n 4)Missing nail guard n drain li4e in arage O to plate on
front wall. (ldr~ / gtedf '1o A&- J&4vA ,'7z 64f
rQMissing nails in floor joist hangers in garage.
ayNeed engineer letter for holes drilled in 2ply & 3ply
truss in garage.
CONTINUED ONTO NEXT PAGE
PREPARED 5/12/09, 13:59:45 INSPECTION TICKET PAGE 18
Harnett County INSPECTOR: IVR DATE 5/13/09
- - - - -
ADDRESS . : 50 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1
CONTRACTOR CAVINESSN& CATES BUILDING AND PHONE (910) 481-0503
OWNER ANr RSON'CREEK PARTNERS LP PHONE
PARCEL 01-0535-16- -0100- -01-
APPL NUMBER: 08-50021383 CP NEW RESIDENTIAL (SFD)
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
7)Nail 2ply & 3ply truss in garage per truss drawings.
8)Truss drawings show a 2x6 leger on back side of double
14"lvl in garage supporting roof truss.
S.,,rNeed blocking 4' from corners on osb in horizontal joints.
10)Loose osb throughout garage. p2
3W E4-3ply trusses in garage need more uplift clips per
truss drawings.
1~t water line in garage for water heater needs to be
svvupported every 32" with an approved strapping.
This inspection is terminated in garage because of to many
violations.Pay $50.00 reinspection fee
R427 03 5/12/09 TI FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001766153
5/12/09 CA
R427 04 V13109 I,TT FOUR TRADE ROUGH IN >2500 VRU 001767458
COMMENTS AND NOTES
oa TN3e _ ruYis Type ,y Ply CrMnol lot 010 M4.urn Creek
83173 l12PLYx ATTIC E524917
1 .2 J
JOb_Befe(9nce lopuD^ap
•Cemluilnr rIteff. ,rS29]OS 7.000.J,n322000 MIT14IrWUnta. Inc. 190 API OZ 131111=1 Pageh
D.D.10 3001
t 14.14 1 [dV U3 14La I 11.94 1" _I ...240.2..1 20-1:A ...I
Id-td 24-11 114"1 41 1,6 18H 0$•~~, 3611 44-11 Scale=100.1
x ,
SEE NOTES 1 BELOW FOR REPAIR CONDITIONS. Od-10 514.4
Oa0 11 4 3.10 It
NO REPAIR REQUIRED IF TNERE ARE NO
1s LUMBER DEFEC75 IN LUMBER WITHIN 12" a OF ] N
THE HOLE. NO HOLES E ALLOWED
12.DO 11]
Ike i
2ry
A
13 12 11 t0 9
4.11 O 6.12 II Ox12 - 0.12 II 44 AA
23B I Asia go 1± 263.8 I 01.74
2-10 244 3514 12.50 ] 0.11 2.0-0 22.0
Plaleofrsets (X,Y): J.. :04,0.Edqmj. (S:(I+0 Edg9).
LOADING(psO SPACING 6-04 CSI DEFL in V.c) Vdall Ud PLATES GRIP
TCLL 20-0 Plates Increase 1-15 TO 0.67 VaM1(LL) -0.14 10-12 >GGG 360 MT2o 244119C
TCDL 10-0 Lumbar Increase 1.15 BC 0.34 Van(TL) .0.2610-12 x999 240
S CLL 0.0 Rep Stress Iner NO we 0.59 FIO2(T J 0.02 a Ne Na
SCOL 10.0 Code IRCMf PI2002 (Matrix) Weight: 60410
UMBER p CHORD 2 X 6 SYP No.11 BOP CIHORD 2.0.0 cc purlins IS-" mi
~O
BOT CHORD 2 X 12 GYP 24ODF 2.0E 'Except' (Sweched hen sheered: Spacing x 2-aa)-
6.10: 2 X 6 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10.0.0 ac bracing.
WESS 2 X 4 SYP No.3 -Ex tepl- JOINTS 1 Brace at JI(a): 4, 5
3-12' 2 X 6 SYP No.1
REACTIONS (lb/elze) 13-7578/03-0.9.0037/03-0
Mae Hom13=-934(LC 3)
Max Up5R13=•079(LC 5), 9=72(LC B)
FORCES (lb)-MSxlmum COmpfasebAftAM hum Tenelen
TOP CHORD 1-2=2245/509.2-3=63991105, 3.140-3908/404, 4.14=3707/443, 5.15-377Of4B7, 0.15=•3970/434, 6.7=•01931118,
7-8-1339/142, 4-5-4075/366
BOT CHORD 1.13=•14311362,12-13--69D/3660, 11.120-278/4075,1011 0-276/4 075, 9-1 0-013 3 319, 0g-W700, 5-10-025197
31255 3-12•-032/2730.2-12--311111952, 7-10rr l5/1252, 2-13--4901911, T-9--5653160
NOTES (14)
1) Repair Condition. 0.0.12 dlr. hole lm Wd 0-4-0 fm n his bottom ridge to the cenrarof hole in bottom chord 3-7-0 t0 the nghl of joint t.
2) WA
3) 2-ply truss to be connected iogelhcr with 10d (0.146'x3') nails as follows: ``1 ` ` I I ' r r r 1 r 1 r r.
Top MOMS connected aB 101bwe:2 X 0-2 two M 04-0 W. CA
Bonom chords connected as follows: 2 X 12 - 2 rows at 0.90 oc, 2 X 6 . 2 rows of 0.9.0 00.
webs connected as follows: 2 X 6 - 2 rows 1920-0-0 oc, 2 X 4 - 1 mw at 0-9-0 oc.
4) All loads are considered equally, applied to all glare, excepl if noted as front (F) or bats (B) lean in the LOAD CASE(S) saoti0n- Ply 10
pry connections hers been provided to dl5trlbule only loads noted as (F) or (B), unless otherwise indicalad.
5) Unbalanced roof live 1030s have been considered for Ihb design.
5) Wind: ASCE /-D2; icomph; TCDL=6.Ops4 BCDL=5.Opaf; ri Cal. 11; Exp C; enclosed: MWFRS (IOw.nse) gable end zone and C-C Z SEAL
Interior(l) tone; cantilever kit end right exposed ; end verucel left and light expdsed;C-C for members and forces 6 MWFRS for C 03 652 -
reactions shown; Lumbar DOL=1 60 plate gap DOL=1.00
7) Provide adequate drainage to prevent waler ponding. - 'L• =
6) -This truss has been designed for a live load of 20.Opsf On the bottom chord in all gross with a glraranoe grecalar than 6.0-D belweed - Q` _
the bottom Mord and any other members. --F!VG 1NE,e' 1(~
'0)p Coiling mden~a1d~rldoad (10.0 ps0 on member(s), 3-4.5.6.4-6; Watched load (5.Opsf) co memaer(a).3-12, 6.10
1,a~hl~uaa an pe9ec[a load (4D.0 psi) and additional bottom chord dead bad (10.0 psO applied only to room. 10-12 I1
)rrrrnll``~~
April 3,2009
oax ~rr,rmrrnlwm
pv v.y.nBgafh Walk CalnaclaAmra. lnan6ea.a2a pseonaccunRp4arrJrmrer•racrsraoutarcormcampaeAnenlnaropa.
peeoxp,40111 1d ueoonN,rvwnara eon U based Baud PM4 upon pammeleaIho yn, tindalldH oene-not of a.esp
.Aprui.cr. Ncoalaespn av0m ere n blea.nteapaolorel,ppm ilatioepaniw, an .7 ,np dal, arll.ac4n .a.bUNflee-n
It forlameppedof loehbutu al w.b nwmbealy. eldi 'mwalIemrloronbolihp 10 blur Moci11mF0 cznlvcdp,v the I.. copor r,. A as nA aMIe1=
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i4 ZAleag Akxanndna praVA 4A 223 131.1, , 038 03a.91 •IP and ene nit 4 to
Wait, lnlnnabn avanavaAaala mom if4a Pole lndilule. 2 g0a 1 l N. lee I keel. SU3e ] q OC 79n
E40,10t0, NC 999] a
sarary -
NLL 7n2L]T7pi dry Pry CLVI006e - LM 610 M0enon Creek
Enlanl
L]O] E1.2pLVX nttlG 1 J
Ja~Relerenoelayaone0_---
C9mm:A, Irc, FarNwillq NO 2fifi09
7.060 a Jen 3320=6 MRN Ind drlaa, Inc Fn Apr 0312:11:21 2001 pees 2
•110733 (1/)
11) Provide mechanical
or(by Mere) at 003In be bring Aline eepaDle Of Withstanding 07910 eat joint 1 and 221E uplift at joint 9.
131 This truss 1 i, in in ac acwdancti with the 2 2003 International Rd6idoneal Cad a e sections 6Retlans R502.111.1 .7 end R002. 1 10.2 and referenCBd Standard AN31?PI 1.
13) Am room checked designed hecked for VJ60 d90ealon.
14) Haman Canty, NC
LOAD CASE(S) standard
1) Regular: Lumber Inaeafie=1.15, Plate Incraaee=1.15
Undone Leads (pli)
Veri; 1.13=.90, 12.13=410(F=-350), 10.12=400, 6.10-80, 1.3=.180, 3-4-210, 58=210, 6.0=100, 45=-210
Drag: 3-12=-30,6-10=30
•
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Oed2n. dto, um ^*w AMRA4 mnnoeldt. l14 aeopn g bated anMUPM poramelanrlhcV .a no ll lpanlndNaualbulNlrp Co ,ell.
ApIpeabaryaldnk] pommam.. prapvlrcwaoimna C .nt ereepanSiaele m bmpnp duagner-nol tan d"SvIer, a,aehl0 lno-n
O lM ldten, WDpw al LnalNa.I b mem,a, vela'. Aadllgnal bmaarer, l .Ing to lryyerlaOllr dNFB eaNV.velbna IN retpMahpOry el INb REWA
-1Mrlc\aINLW
ereelM Addilloml oermanenl brocig or the ower011 IINCI we b tie rex2wlr31M d,nAb OlnR dbtlgnn. For general PAacma regvderg
larbrlcclbm nualM1F conliaL doeoae. delrKryJlOollon pro Eropng. comall u i/rifI10uolw caw., pl fide and VC61 e911,11np CpmPenenl fil l Sa2WFlde R.
S.%IV Irdmmell,h OV IkXri1e Nom lluU Flaro epnulc, 2R1 N. Lm ],inn, M. 312 AY:kdnbl¢ VA 21- 1 e, Edanlan. NC 2`912
I •
YM Truss ,y y eavmy-La M And.noe anal
m TiueeT
Ee2aeg6
A3u73 EA ]PLY% PIGGYBACK A7TIC =
_ 3 Job Rormerca (odianell
eam.u.Ilc.Fg1N,411a,NC 1460/ - ]Lbo ten YJ 2403 mlTeamdvN,Ae.lna. r4AWO3Ic Il 22m5 legal
• I su__, p n2- na-e 1 )-12 244-o
e.94 1-21 _ 10.1-0 1-24 541
SEE NOTES 1 BELOW FOR REPAIR CONDITIONS. 6tl 2-.e - 5006-1 e5b
3,10111 to n 4 eb.,p II NO REPAIR REQUIRED IF THERE ARE NO
_ LUMBER DEFECTS IN LUMBER WITHIN 12"
14 is OF I HE HOLE. NO H LES ARE ALLOWED
1200 12 2 &N 6 IN PLATES.
CA 7i// en o
d, t / \ e
11 10 12 B B 13 7
4.12 II em - 6.e - 64- 4x12 II
5-94 l 6.2-12 242-2-
sill 12.5.6 5.04
Plate 0Ase16-fY YJ~~L6~_9.E4¢e)..(J:G$-12.EdgpJ, (4:0.>1-12,Edge).!)AFB,t?dgai,(5;0-4:O,OcS_72~(10:IL-4.0,0_5 X21__
LOADING (pap SPACING 2-0-0 CSI DEFL in (Igo) Udell Lid PLATES GRIP
1'CLL 20.0 Pleles Increase 1.15 TC 0.80 Ven(LL) 0.14 5-10 >999 350 M120 24M180
TCDL 10.0 Lumbar Ingrcasc 1.15 BC 0.20 Ven(1L) -0.31 (10 -W7 240
SCLL 0.0 Rap Stress Inor NO WB 0.54 H=(TL) 0.01 7 are run
BCDL 10.0 Code IRC2003lTP12002 (Ni Weight: 795 m
UMBER BRACING
OF CHORD 2 X B SYP No.1 TOP CHORD Sliveluml wood snaalning directly spoiled or B.OHooe Putting. except
BOT CHORD 2 X 12 SYP 2400E 2.05 and ve dcala.
WEBS 2 X 6 SYP No.t -Exi SOT CHORD Rigid calling directly applied or 10.0-0 oc bracing.
1-10,5-8; 2 X 4 SYP NO.3
REACTIONS (INslze) 11=7467/0-34,7=1003810-3-6
MA, Ham 11.331(LC 4)
Max UpliIH 1-219811-0 Al. 7=3241(1-10 3)
FORCES l1b) - Maximum Compreaeicn/Maximum Torsion
TOP CHORD 1.2•-944212827, 2-14.-x211/1307, 3-14414411327.4-164071/1297, 5-15=1136/1277, 66=-966612577,
118=-540511999,16-17=5405/1699,4-17=-540511699,1.11=.9183/2499,8-7••814112484
BOT CHORD 10-11-67011053, 10.12=1767/5405, 8-12=176715403. 8-49=171171W6. 8-13=-57711838, 7.15=47711838
WEBS 2.10-194715845, 5-fl•-2059/5825,1-10--1609/4587,&9=1 38 714 0 74
NOTES (15)
1) Repair Condition: 0-0.12 dlr. halo locatad 1144 from the bottom edge to the center of note In bollorn Chord 7 0 0lo Ins lets olloinl9.
2) NJA
3)1ply suss to be connected together with 10d f0 146"93") nails as follows;
Tap dlOrdb CMnB014U ax lOlbyw:2X5-2rowlt al Q9400,2X6-210Wfi 110.9-O OC 11111111 r1JJy
Bottom chord a connected as follows: 2 X 12.3 rows at 0.4-0 PC H RQ J y y
Webb connecbd air 101IMS: 2 X 5 - 2 Mai at 0-9-0 oc, 2 X 4 - 1 row Of 0-5-0 ac. IN r
4) All loads are considered e0ually applied to all pace, except it noted as front (F) or beck (B) lace in the LOAD CASE(S) section. Ply to
py connections have been provided to distribute ony loads noted as (F) or (B), unieso otherwise indicated.
6) Uncalaneed fad live leads have been conslderi d for sale design.
6) Wind: ASCE 742; 100mph; TCDL=8.0psh BCDL=5.Opsf: h=156; Cat. Il; Exp C; enclosed; MWFRS (lowAse) gable and zone and C-C
Inledonl) Zone; caMllever ten and right exposed ; and ventral lee and right exposed;C-C for members and forces & MWFRS for - SEAL
reaction shown; Lumber 001-=1.60 plate gnp DOL=1.60 03065 2
7) Provide adequate dlroe,ege In prevent water ponaing. -
5) - This truss halt been dasigned for a live 1004 of 30.0psf on the bollom chord In all areas w,an a clearance greater Iran 5-a0 between
the aeeem Chord and any Oliver member. T _ Q-
9) Ceiling dead load (10.0 Pen on mambarp). 2-3, 4-5, 3-e; wet dead toad (s.oplq an mambagq.2-t0, 54 • F Q`•'
10) Bottom chord live load (40.D pep and additional bottom chard deed mad (10.0 pan applied only to mom. 9.10 }~•/V I NE~•• ~
11) Provide;aignIemmc~hh rnical connection (by others) of truss to 3esnag pulse Capable of wllhstending 21681b uplift Bl Jolnl 11 end 3241 llb v'yy~'1 R LAS9 has`
OonlMMnpage2 rJrr 1111/11/
April 3,2009
0 W4R2aRa- Vwgy dallpA parmrlden aAd AMD aTrTea ON TVIS AND WLIAl0OrrrNVaR EPAW" 74"- to wB BJT01J8'JHH. ~he,xnFrll N`m
Mission verb la vas May cots wait connocion, tn6 Orton h basic any upon aaioYeton of Once Is lpr an nervldual bulaing comowronl.
A-01leO MN Ol discon PbmnY'nlon and proger live Wpgallun al camporcnl a nat omib91y of building derlpner- not nuts dedgner. brebin2 ve 030
b tar WING wppal of ildMdual woo memous enN, 01MIsieunym,aN WMvg lGlrNxe alsNlly da,mg COWN9lbn klno mpevmAM orIM A1,01:1Ausukr
.1. Addlgnol permdnanl b+acl'V dlale novol,, C--2- mO r6gOnabt:ry of me bumhg dAdg-O,. r Osndd oulabncd IsdaO,q
IOMaoloN m"if, fnniiac Ilnnnae, OnMnry, Cali bnd braclp. CORdi AAMIArlI Quart, Weer. or 1-0 and AmI euldmO Zomponenl a I I Er114as. Rood
Sant, rNdmallan amecou,T)m win Plane INIIWI0. AI N. Lee I Inset. sur is 312. Aliva,d116 iJA 2Tl I A, EdCnI0ry No 27032
D rlJi9 TIU91TyPB Oly Fly Carlin. LRL6+9Mde... Cora
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n3
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CdRdec. Lm, Fg Itte%e .NC 20009 _ -l.p6p roan uEOee MlTea lnWSleee,lm MAy 0.111:11915109 Psap
NOTES (15) -
12) Thla noa in deelgned In accordance with the 2003 International RGSkientiat Cade Sections R502.11.1 and R502.10.2 and referenced standard ANSI/TPI 1.
1S) Hanger(s) or other ran neci lon device(s) shell be pied sufflclent 10 support concentrated load(s) 334 D ID down and 13501D up at 5-10-4, end 1000Ib gown a0d 7271)i up
at 16-7-13 on bottom chord. The dae'gn/selection of such connecti delrlce(s) a the resicilli Willy or others.
14) Attic room cnei for L400 Reflection,
151 Haman County, NC
LOAD CASE(S) Standard
1) Regular: Lumber Inere9ae+1.75, Plate Ineresse.7.15
Ur il9rtn Leads (pin
Vert : 10-11 •-Z0, 10-12-120, 0-12-547(P.-427), 7-0--167(Fw.727), 1-2..60, 2-3t C, 4-511-00, 9-6--60, 341
Drag: 2.110.5.5-10
Conconlrateo Loads (lb)
Vert: 10=3341 13=1000(F)
•
Q Ipalww0.ve+Jya.iy.r~,.,.....rm.nJRPlDNd188 aHT1/adMlllh'2.CIUB1/Kr/Ip(RRPI{NrMCD I'dGA 4Jr-7<l]m. ld VP lle{'O%USR. fNINPFR RIM PY
DrJaan vad or um ory win i eennrclom iha der, ur. i bared onq upon pmbmelaa mown, and n or on Inamdual bu ulna component.
Aapl.co iDy at Ronan Parretti and(Mapor lnaornorr tan of abmpwwn115 ropnnilDary or ..11i *"an,,- not wn dmgnrr.Oramllq snew0
It IW 1016001 ruppad al babiduol eeb mamean only. Addliondomporm Draeap lp lnwrtslpbllllY durina e...1. 6'I.o en.TRily ar ln0 ~AAmu
1.Il1-i alflLms
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IObrlcmbn. pLDIIIV contra hotrod. di eMDlkn and bdrina comll M519FIl OV910y Chi DS 1-1 P One II supdNo Cbrapraed B165 Atldr Ri
Salely Warmv9on aYCBOEIr Rem TNb PIDir IraI11VIe. 201 N. Li 511001, SNAP 3 17. pD'M1andlei VA 2231.. Es"i NC 1"I'm
!+FUfIrcS1ons-.Help y~ - - - X
lsJ~ Illl7 ~i w~} ® HTII 5J1372009 121:51 R.1.
Application nlmlba, type - 0850021383 CP NEW RESIDENTIAL ISFDI
'Property address 50 HEATHER BROOK CIR
1 Items a 3,4,7,8 8 18 were not corrected triple lvls &
°truss need to be nailed per drawings from both sides.
2)Need to support all wires every 4 1/2 feet. -
3)9ond faucet to motor on tub in bath 2.
4)osb loose to right of window in back left bedroom.
'S)Walla in dining 8 living rooms a bay window not connected .
& missing bLockinp a joints an Dab.
8)SUpport water line in kitchen every 32"
])Need to cover ridge cap to keep water out of house.
8)3' head of water on drain lines.
9)Flex duct for exhaust fan upstairs bath 14' max.
1B)Rafters upstairs can not be widder than ridge beam. -
11)Need repair letter for notched TJI under half bath. `
OK Eylt spy lasert Qelete Ilene stamp user defaults
PREPARED 5/18/09, 15:12:30 INSPECTION TICKET PAGE 14
Harnett County INSPECTOR: IVR DATE 5/19/09
ADDRESS . ,,,50 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1
CONTRACTOR ~ AV1iESS & CATES BUILDING AND PHONE : (910) 481-0503
OWNER ANDERSON CREEK PARTNERS LP PHONE :
PARCEL 01-0535-16- -0100- -01-
APPL NUMBER: 08-50021383 CP NEW RESIDENTIAL (SFD)
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
7)Nail 2ply & 3ply truss in garage per truss drawings.
8)Truss drawings show a 2x6 leger on back side of double
14"lvl in garage supporting roof truss.
9)Need blocking 4' from corners on osb in horizontal joints.
10)LOOSe osb throughout garage. p2
11)E4-3ply trusses in garage need more uplift clips per
truss drawings.
12)Water line in garage for water heater needs to be
supported every 32" with an approved strapping.
This inspection is terminated in garage because of to many
violations.Pay $50.00 reinspection fee
R427 03 5/12/09 TI FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001766153
5/12/09 CA
R427 04 5/13/09 FOUR TRADE ROUGH IN >2500 VRU 001767458
5/13/09 DP 1)Items # 3,4,7,8 & 10 were not corrected triple lvls &
truss need to be nailed per drawings from both sides.
2)Need to support all wires every 4 1/2 feet.
3)Bond faucet to motor on tub in bath 2.
4)osb loose to right of window in back left bedroom.
5)Walls in dining & living rooms @ bay window not connected
& missing blocking @ joints on osb.
6)Support water line in kitchen every 32"
7)Need to cover ridge cap to keep water out of house.
8)3' head of water on drain lines.
9)Flex duct for exhaust fan upstairs bath 14' max.
10)Rafters upstairs can not be widder than ridge beam.
11)Need repair letter for notched TJI under half bath.
R427 05 5/19/09 T~ FOUR TRADE ROUGH IN >2500 VRU 001769955
- COMMENTS AND NOTES -
PREPARED 5/18/09, 15:12:30 INSPECTION TICKET PAGE 13
Harnett County INSPECTOR: IVR DATE 5/19/09
- - - - - -
ADDRESS . : 50 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1
CONTRACTOR :1-ZAVIkESS & CATES BUILDING AND PHONE (910) 481-0503
OWNER ANDERSON CREEK PARTNERS LP PHONE
PARCEL 01-0535-16- -0100- -01-
APPL NUMBER: 08-50021383 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : TAKE HWY 27 TRUN LEFT ON NURSERY RD
LEFT INTO ANDERSON CREEK CONSTRUCTION
ENTRANCE TAKE 3RD ST TO THE LEFT TAKE
NEXT LEFT LOT 649 JB
STRUCTURE: 000 000 90X69 4BDR CRAWL W/ GARAGE & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 01 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
- -
B101 01 2/04/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001731460
2/04/09 DA footing not dug
B101 02 2/06/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001732021
2/06/09 DA Piers dont match drawings some are not deep enough & the
ones with rebar are not deep enough & rebar is not 8" on
center per drawing.
8101 03 2/09/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001732726
2/09/09 AP
A814 01 2/13/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001732697
2/10/09 AP 50 heather brook cir lot 649
B103 01 2/16/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001734660
2/16/09 DA 1. Pier marked "A" on plans not in center third of footer.
2. Unable to verify any projection for pier marked "B" on
plans. Clean off top of footer all the way around pier.
B103 02 2/17/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001735233
2/17/09 DA 1. Both piers need two #4 rebar added to tie new concrete
into existing footer. Add rebar and or have paperwork for
alternative engineered repair and call for re-inspection.
B103 03 2/18/09 KS R*BLDG FOUND & TEMP SVC POLE VRU 001735661
2/18/09 DA rebar not epoxied into footing and rebar not used.
B103 04 2/20/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001736161
2/20/09 AP
B105 01 2/25/09 DT R*OPEN FLOOR VRU 001737892
2/25/09 AP
R427 01 4/23/09 JH FOUR TRADE ROUGH IN >2500 VRU 001759118
4/23/09 DA No shingles on house you need shingles for a roughin
inspection.
R427 02 5/07/09 JH FOUR TRADE ROUGH IN >2500 VRU 001764825
5/07/09 DP 1)Need the inspections copy of plans, do not have a full pi
set of plans on job.
2)Missing nuts & washers on anchor bolts in garage & closet.
3)Nail all lvl beam per truss drawings.
4)Missing nail guard on drain line in garage @ top plate on
front wall.
5)Missing nails in floor joist hangers in garage.
6)Need engineer letter for holes drilled in 2ply & 3ply
truss in garage.
- CONTINUED ONTO NEXT PAGE - -
PREPARED 6/02/09, 13:58:52 INSPECTION TICKET - - PAGE 16
Harnett County INSPECTOR: IVR DATE 6103109
ADDRESS 50 HEATHER BROOK CIR SUBDIV; ANDERSON CREEK CLUB 4B SECT 1-
CONTRACTOR CAV,INESS.& CATES BUILDING AND PHONE (910) 481-0503
OWNER ANDERSCSN~ CREEK PARTNERS LP PHONE
PARCEL 01-0535-16- -0100- -01-
APPL NUMBER: 08-50021383 CP NEW RESIDENTIAL (SFD)
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
7)Nail 2ply & 3ply truss in garage per truss drawings.
B)Truss drawings show a 2x6 Leger on back side of double
14"lvl in garage supporting roof truss.
9)Need blocking 4' from corners on osb in horizontal joints.
10)Loose osb throughout garage. p2
11)E4-3ply trusses in garage need more uplift clips per
truss drawings.
12)Water line in garage for water heater needs to be
supported every 32" with an approved strapping.
This inspection is terminated in garage because of to many
violations.Pay $50.00 reinspection fee
R427 03 5/12/09 TI FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001766153
5/12/09 CA
R427 04 5/13/09 JH FOUR TRADE ROUGH IN >2500 VRU 001767458
5/13/09 DP 1)Items # 3,4,7,8 & 10 were not corrected triple lvls &
truss need to be nailed per drawings from both sides.
2)Need to support all wires every 4 1/2 feet.
3)Bond faucet to motor on tub in bath 2.
4)osb loose to right of window in back left bedroom.
5)Walls in dining & living rooms @ bay window not connected
& missing blocking 9 joints on osb.
6)Support water line in kitchen every 32"
7)Need to cover ridge cap to keep water out of house.
8)3' head of water on drain lines.
9)Flex duct for exhaust fan upstairs bath 14' max. -
10)Rafters upstairs can not be widder than ridge beam.
11)Need repair letter for notched TJI under half bath.
R427 05 5/19/09 FOUR TRADE ROUGH IN >2500 VRU 001769955
5/19/09 DP Still no water in stand pipe.
Fire block around 3 inch drain at wall near garage/h
1129 01 6/, 03/0 T R*INSULATION INSPECTION VRU 001776368
R427 06 6/03J09 J FOUR TRADE ROUGH IN >2500 VRU 001776095
COMMENTS AND NOTES- - -
PREPARED 6/02/09, 13:58:52 INSPECTION TICKET -.PAGE 15
Harnett County INSPECTOR: IVR DATE' 6103109
ADDRESS 50 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1 '
CONTRACTOR CAViNESS;-& CATES BUILDING AND PHONE (910) 481-0503
OWNER ANDERSdN'CREEK PARTNERS LP PHONE
PARCEL 01-0535-16- -0100- -01-
APPL NUMBER: 08-50021383 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : TAKE HWY 27 TRUN LEFT ON NURSERY RD
LEFT INTO ANDERSON CREEK CONSTRUCTION
ENTRANCE TAKE 3RD ST TO THE LEFT TAKE
NEXT LEFT LOT 649 JB
STRUCTURE: 000 000 9OX69 4BDR CRAWL W/ GARAGE & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 01 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
- - - -
B101 01 2/04/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001731460
2/04/09 DA footing not dug
B101 02 2/06/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001732021
2/06/09 DA Piers dont match drawings some are not deep enough & the
ones with rebar are not deep enough & rebar is not 8" on
center per drawing.
B101 03 2/09/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001732726
2/09/09 AP
A814 01 2/13/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001732897
2/10/09 AP 50 heather brook cir lot 649
B103 01 2/16/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001734680
2/16/09 DA 1. Pier marked "A" on plans not in center third of footer.
2. Unable to verify any projection for pier marked "B" on
plans. Clean off top of footer all the way around pier.
B103 02 2/17/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001735233
2/17/09 DA 1. Both piers need two #4 rebar added to tie new concrete
into existing footer. Add rebar and or have paperwork for
alternative engineered repair and call for re-inspection.
B103 03 2/18/09 KS R*BLDG FOUND & TEMP SVC POLE VRU 001735661
2/18/09 DA rebar not epoxied into footing and rebar not used.
B103 04 2/20/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001736161
2/20/09 AP
8105 01 2/25/09 DT R*OPEN FLOOR VRU 001737892
2/25/09 AP
R427 01 4/23/09 JH FOUR TRADE ROUGH IN >2500 VRU 001759118
4/23/09 DA No shingles on house you need shingles for a roughin
inspection.
R427 02 5/07/09 JH FOUR TRADE ROUGH IN >2500 VRU OD1764825
S/07/09 DP 1)Need the inspections copy of plans, do not have a full pi
set of plans on job.
2)Missing nuts & washers on anchor bolts in garage & closet.
3)Nail all lvl beam per truss drawings.
4)Missing nail guard on drain line in garage @ top plate on
front wall.
5)Missing nails in floor joist hangers in garage.
6)Need engineer letter for holes drilled in 2ply & 3ply
truss in garage.
- CONTINUED ONTO NEXT PAGE
PREPAREIj) 10/12/09, 13:59:14 INSPECTION TICKET PAGE 3
Harnett County INSPECTOR: IVR DATE 10/13/09
- - - -
ADDRESS . : 50 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1
CONTRACSOR :..WAVINESS & CATES BUILDING AND PHONE (910) 481-0503
OWNER ANDERSON CREEK PARTNERS LP PHONE
PARCEL 01-0535-16- -0100- -01-
APPL NUMBER: 08-50021383 CP NEW RESIDENTIAL (SFD)
DIRECTIONS TAKE HWY 27 TRUN LEFT ON NURSERY RD
LEFT INTO ANDERSON CREEK CONSTRUCTION
ENTRANCE TAKE 3RD ST TO THE LEFT TAKE
NEXT LEFT LOT 649 JB
-
STRUCTURE: 000 000 90X69 4BDR CRAWL W/ GARAGE & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 01 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
- - - - - - -
B101 01 2/04/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001731460
2/04/09 DA footing not dug
8101 02 2/06/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001732021
2/06/09 DA Piers dont match drawings some are not deep enough & the
ones with rebar are not deep enough & rebar is not 8" on
center per drawing.
B101 03 2/09/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001732726
2/09/09 AP
AB14 01 2/13/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001732897
2/10/09 AP V/50 heather brook cir lot 649
B103 01 2/16/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001734680
2/16/09 DA 1. Pier marked "A" on plans not in center third of footer.
2. Unable to verify any projection for pier marked "B" on
plans. Clean off top of footer all the way around pier.
B103 02 2/17/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001735233
2/17/09 DA 1. Both piers need two #4 rebar added to tie new concrete
into existing footer. Add rebar and or have paperwork for
alternative engineered repair and call for re-inspection.
B103 03 2/18/09 KS R*BLDG FOUND & TEMP SVC POLE VRU 001735661
2/18/09 DA rebar not epoxied into footing and rebar not used.
B103 04 2/20/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001736161
2/20/09 AP
B105 01 2/25/09 DT R*OPEN FLOOR VRU 001737892
2/25/09 AP
R427 01 4/23/09 JH FOUR TRADE ROUGH IN >2500 VRU 001759118
4/23/09 DA No shingles on house you need shingles for a roughin
inspection.
R427 02 5/07/09 JH FOUR TRADE ROUGH IN >2500 VRU 001764825
5/07/09 DP 1)Need the inspections copy of plans, do not have a full pl
set of plans on job.
2)Missing nuts & washers on anchor bolts in garage & closet.
3)Nail all lv1 beam per truss drawings.
4)Missing nail guard on drain line in garage @ top plate on
front wall.
5)Missing nails in floor joist hangers in garage.
6)Need engineer letter for holes drilled in 2ply & 3ply
truss in garage.
CONTINUED ONTO NEXT PAGE - - -
PREPAREIP 10/12/09, 13:59:14 INSPECTION TICKET PAGE 4
Harnett County INSPECTOR: IVR DATE 10/13/09
ADDRESS 50 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1
CONTRACTOR :-f.AVINESS & CATES BUILDING AND PHONE (910) 481-0503
OWNER ANDERSON CREEK PARTNERS LP PHONE
PARCEL 01-0535-16- -0100- -01-
APPL NUMBER: 08-50021383 CP NEW RESIDENTIAL (SFD)
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
7)Nail 2ply & 3ply truss in garage per truss drawings.
8)Truss drawings show a 2x6 leger on back side of double
14"lvl in garage supporting roof truss.
9)Need blocking 4' from corners on osb in horizontal joints.
10)LOOSe osb throughout garage. p2
11)E4-3ply trusses in garage need more uplift clips per
truss drawings.
12)Water line in garage for water heater needs to be
supported every 32" with an approved strapping.
This inspection is terminated in garage because of to many
violations.Pay $50.00 reinspection fee
R427 03 5/12/09 TI FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001766153
5/12/09 CA
R427 04 5/13/09 JH FOUR TRADE ROUGH IN >2500 VRU 001767458
5/13/09 DP 1)Items # 3,4,7,8 & 10 were not corrected triple lvls &
truss need to be nailed per drawings from both sides.
2)Need to support all wires every 4 1/2 feet.
3)BOnd faucet to motor on tub in bath 2.
4)osb loose to right of window in back left bedroom.
5)Walls in dining & living rooms ® bay window not connected
& missing blocking @ joints on osb.
6)Support water line in kitchen every 32"
7)Need to cover ridge cap to keep water out of house.
8)3' head of water on drain lines.
9)Flex duct for exhaust fan upstairs bath 14' max.
10)Rafters upstairs can not be widder than ridge beam.
11)Need repair letter for notched TJI under half bath.
R427 05 5/19/09 DT FOUR TRADE ROUGH IN >2500 VRU 001769955
5/19/09 DP 1. Still no water in stand pipe.
2. Fire block around 3 inch drain at wall near garage/h
1129 01 6/03/09 JH R*INSULATION INSPECTION VRU 001776368
6/03/09 AP
R427 06 6/03/09 JH FOUR TRADE ROUGH IN >2500 VRU 001776095
6/03/09 AP
R431 01 11%T9 T~ FOUR TRADE FINAL >2500 VRU 001835740
O
- COMMENTS AND NOTES - -
Violation Notice
Do Not Remove
Harnett County Inspection Department
Jimmy Hall (910)984-4768
Permit #09-50021383
Date: 10/13/09
1) Caulk all windows to brick work.
2) Duct work under house not 4" from earth.
3) 100 percent cover with 6mill poly under house.
PREPARED 10/14/09, 14:02:49 INSPECTION TICKET PAGE 3
Harnett Couilty INSPECTOR: IVR DATE 10/15/09
ADDRESS . : 50 HEATHER BROOK CIR SUBDIV: ANDERSON CREEK CLUB 4B SECT 1
CONTRACTOR CAVINEPS & CATES BUILDING AND PHONE (910) 481-0503
OWNER ANDERSON CREEK PARTNERS LP PHONE
PARCEL 01-0535-16- -0100- -01-
APPL NUMBER: 08-50021383 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : TAKE HWY 27 TRUN LEFT ON NURSERY RD
LEFT INTO ANDERSON CREEK CONSTRUCTION
ENTRANCE TAKE 3RD ST TO THE LEFT TAKE
NEXT LEFT LOT 649 JB
STRUCTURE: 000 000 90X69 4BDR CRAWL W/ GARAGE & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 01 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
B101 01 2/04/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001731460
2/04/09 DA footing not dug
B101 02 2/06/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001732021
2/06/09 DA Piers dont match drawings some are not deep enough & the
ones with rebar are not deep enough & rebar is not 8" on
center per drawing.
B101 03 2/09/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001732726
2/09/09 AP
A814 01 2/13/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001732897
2/10/09 AP V50 heather brook cir lot 649
B103 01 2/16/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001734680
2/16/09 DA 1. Pier marked "A" on plans not in center third of footer.
2. Unable to verify any projection for pier marked "B" on
plans. Clean off top of footer all the way around pier.
B103 02 2/17/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001735233
2/17/09 DA 1. Both piers need two #4 rebar added to tie new concrete
into existing footer. Add rebar and or have paperwork for
alternative engineered repair and call for re-inspection.
B103 03 2/18/09 KS R*BLDG FOUND & TEMP SVC POLE VRU 001735661
2/18/09 DA rebar not epoxied into footing and rebar not used.
B103 04 2/20/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001736161
2/20/09 AP
B105 01 2/25/09 DT R*OPEN FLOOR VRU 001737892
2/25/09 AP
R427 01 4/23/09 JH FOUR TRADE ROUGH IN >2500 VRU 001759118
4/23/09 DA No shingles on house you need shingles for a roughin
inspection.
R427 02 5/07/09 JH FOUR TRADE ROUGH IN >2500 VRU 001764825
5/07/09 DP 1)Need the inspections COPY of plans, do not have a full pl'
set of plane on job.
2)Missing nuts & washers on anchor bolts in garage & closet.
3)Nail all lvl beam per truss drawings.
4)Missing nail guard on drain line in garage @ top plate on
front wall.
5)Missing nails in floor joist hangers in garage.
6)Need engineer letter for holes drilled in 2ply & 3ply
truss in garage.
CONTINUED ONTO NEXT PAGE
PREPARED 10/14/09, 14:02:49
Harnett County INSPECTION TICKET
-
- INSPECTOR: R
PAGE
ADDRESS 50 HEATHER BROOK CIR 4
--__-DATE 10/15/09
CONTRACTOR - OWNER ^AVINE#SS & CATES BUILDING AND SUBDIV: ANDERSON CREEK
PARCEL ANDERSON CREEK PARTNERS LP PHONE CLUB 4B SECT 1
(910) 481-0503
• : 01-0535-16- -0100- -pl_ PHONE
APPL NUMBER: 08-50021383 CP NEW RESIDENTIAL
REQUESTED (S FD)
INSP DESCRIPTION
TYP/S - _
Q COMPLETED
RESULT -
RESULTS/COMMENTS
7) Nail 2ply & 3ply truss in garage _ _ _
8)Truss drawings show a 2x6 Per - truss drawings.
14"lvl in leger on back side of double
garage supporting roof truss.
9)Need blocking 4' from corners on osb in horizontal joints.
10)Loose osb throughout garage.
11)E4-3ply trusses in garage need more u pt
truss drawings. plift clips per
12)Water line in garage for water heater needs to be
supported every 32" with an approved strapping.
This inspection is terminated in garage because of to many
violations.Pay $50.00 reinspection fee
2427 03 5/12/09 TI FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU
5/12/09 CA 001766153
2427 04 6%i3/09 JH FOUR TRADE ROUGH IN >2500 VRU 001767458
5/13/09 DP - 1)Items,# 3,4,7,8 & 10 were not corrected triple lvls &
truss need to be nailed per drawings from both sides.
2)Need to support all wires every 4 1/2 feet.
3)Bond faucet.to motor on tub in bath 2.
4)osb looseto right of window in back left bedroom.
5)Walls in dining & living rooms @ bay window not connected
& missing blocking @ joints on osb.
6)Support water line in kitchen every 32"
7)Need to cover ridge cap to keep water out of house.
8)3'' head of water on drain lines.
9)Flex duct'for exhaust fan upstairs bath 14' max.
10)Rafters,upstairs can not be widder than ridge beam.
11)Need repair letter for notched TJI under half bath.
2427 05.- 5/19/09 -'DT FOUR TRADE ROUGH IN >2500 VRU 001769955
5/19/09 DP 1. Still no water in stand pipe..
2. Fire block around 3 inch drain at wall near garage/h
129 01 6/03/09 JH R*INSULAT ION INSPECTION VRU 001776368
6/03/09 AP
2427 06 6/03/09 JH FOUR TRADE ROUGH IN >2500 VRU 001776095,
6/03/09 AP -
Z431 01 10/13/69 MN FOUR TRADE FINAL >2500 VRU 001835740
10/13/09 DUA .1)Caulk all windows to brick work.
2)Duct work under house not 4" from earth in
places------
. 3) 100 percent cover with 6mill poly under
house.
2431 02 10/15 09 TI,., FOUR TRADE FINAL >2500 VRU 001836678
COMMENTS AND NOTES
i
no's
r COUNTY OF HARm 1 -71 "-7 "7 1
NETT~
DEPARTMENT OF BUILDING INSPECTION
4 AND PLANNING/DEVELOPMENT
CERTIFICATE OF OCCUPANCY
This certificate issued pursuant 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: Q 2 S 1 d eV'~ o-A Conditional Use Permit No.:
Type of Construction: Building Permit No.., Owner of Building: rte. d i c5c d [w~"ec g,,, Electrical Permit No.:
c' Building Address: 3,600 Cr Insulation Permit No.: ,r
5§
Opp Zoning District: Plumbing Permit No.:
p,✓; Zoning Permit No.: Mech. Permit No.:
a
i Date: 1 L ~~s~~`) Envir. C.O. No.:
- a
Bdilding Official Zoning Official