INSPECTIONS
PREPARED 8/12/08, 14:28:43 INSPECTION TICKET PAGE 9
Harnett County INSPECTOR: IVR DATE 8/13/08
ADDRESS . : LAND FILE ISSUE SUBDIV:
CONTRACTOR CUMMINGS BRAD PHONE (910) 814-3232
OWNER GUTRIDGE JR LOWELL D PHONE
PARCEL - - - - - - -
APPL NUMBER: 07-50018691 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : HWY 210 LEFT TRIPP RD LEFT INTO
VINEYARD GREEN SID 1ST RIGHT TRELLIS
COURT LOT 45 VACANT ON RIGHT SEE REAL
FOR SIGN ON LOT 45
T/S: 05/14/2008 10:10 AM VBROWN
STRUCTURE: 000 000 66X50 3BDR 3BATH SFD
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . : SFD
SEPTIC - EXISTING? . . . . : NEW
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
B101 01 - 8/13/08 TI R*BLDG FOOTING / TEMP SVC POLE VRU 001661479
D
COMMENTS AND NOTES
PREPARED 8/19/08, 14:04:51 INSPECTION TICKET PAGE 7
Harnett County INSPECTOR: IVR DATE 8/20/08
ADDRESS . : LAND FILE ISSUE SUBDIV:
CONTRACTOR CUMMINGS BRAD PHONE (910) 814-3232
OWNER GUTRIDGE JR LOWELL D PHONE
PARCEL - - - - - - -
APPL NUMBER: 07-50018691 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : HWY 210 LEFT TRIPP RD LEFT INTO
VINEYARD GREEN S/D 1ST RIGHT TRELLIS
COURT LOT #5 VACANT ON RIGHT SEE REAL
FOR SIGN ON LOT #5
T/S: 05/14/2008 10:10 AM VBROWN
STRUCTURE: 000 000 68X50 3BDR 3BATH SFD
FLOOD ZONE . . . . : FLOOD ZONE X
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
-
B101 01 8/13/08 BS R*BLDG FOOTING / TEMP SVC POLE VRU 001661479
8/13/08 AP
A814 01 8/20/08 TI ADDRESS CONFIRMATION VRU 001664770
B103 01 8.20/08 R*BLDG FOUND & TEMP SVC POLE VRU 001664812
0.0 ./1A~"-f(C1- All anchor bolts will be installed with concrete pour. All
interior loan bearing points will thickened at concrete
pour. Any questions call me at 919.770.4693.
Thanks.
BDC
- COMMENTS AND NOTES
PREPARED 9/08/08, 13:59:40 INSPECTION TICKET PAGE 14
Harnett County INSPECTOR: IVR DATE 9/09/08
ADDRESS . : 56 TRELLIS CT SUBDIV: PLTN VINEYARD GREEN
CONTRACTOR CUMMINGS BRAD PHONE (910) 814-3232
OWNER GUTRIDGE JR LOWELL D PHONE
PARCEL 11-0651- - -0057- -16-
APPL NUMBER: 07-50018691 CP NEW RESIDENTIAL (SFD)
DIRECTIONS HWY 210 LEFT TRIPP RD LEFT INTO
VINEYARD GREEN S/D 1ST RIGHT TRELLIS
COURT LOT #5 VACANT ON RIGHT SEE REAL
FOR SIGN ON LOT #5
T/S: 05/14/2008 10:10 AM VBROWN
PREMISE # 73865564
LAND NOTES LXMN 1/14/02 SET UP PER MAP#2000/459 &459A DELETED
11-0651-0057-05, 06, 08, 09 & 10& C/W
1-1-0651-0057-04 TO CREATE TOTAL ACS
OF 53.10. AFTER SPLITS REMAINS 26.46 AC
STRUCTURE: 000 000 68X50 3BDR 3BATH SFD
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . : SFD
SEPTIC - EXISTING? . . . . : NEW
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
B101 01 8/13/08 BS R *BLDG FOOTING / TEMP SVC POLE VRU 001661479
8/13/08 AP
B103 01 8/20/08 R*BLDG FOUND & TEMP SVC POLE VRU 001664812
B/20/08 DA All anchor bolts will be installed with concrete pour. All
interior loan bearing points will thickened at concrete
pour. Any questions call me at 919.770.4693.
Thanks.
BDC
where wall cahnges from 12 inch block to 8 inch block, 12
inch block must be filled solid. Use mortar only, do not
place brick in 12 inch block, as mortar must be worked
under to fill voids. Leave exterior open fo inspection,
will check at plumbing under slab or slab inspection
A814 01 8/20/08 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001664770
8/25/08 AP 58 TRELLIS CT LOT 5
B103 02 9/09/08 TI R*BLDG FOUND & TEMP SVC POLE VRU 001673821
P309 01 4/~ 09/08 R*PLUMB UNDER SLAB TIME: 17:00 VRU 001673862
- COMMENTS AND NOTES -
PREPARED 9/15/08, 14:02:54 INSPECTION TICKET PAGE 4
Harnett ;ounty INSPECTOR: IVR DATE 9/16/08
E---`-------- - -
ADDRESS 58 TRELLIS CT SUBDIV: PLTN VINEYARD GREEN
CONTRACTOR CUMMINGS BRAD PHONE (910) 814-3232
OWNER GUTRIDGE JR LOWELL D PHONE
PARCEL 11-0651- - -0057- -16-
APPL NUMBER: 07-50018691 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : HWY 210 LEFT TRIPP RD LEFT INTO
VINEYARD GREEN SID 1ST RIGHT TRELLIS
COURT LOT #5 VACANT ON RIGHT SEE REAL
FOR SIGN ON LOT #5
T/S: 05/14/2008 10:10 AM VBROWN
PREMISE # 73865564
LAND NOTES : LXMN 1/14/02 SET UP PER MAP#2000/459 &459A DELETED
11-0651-0057-05, 06, 08, 09 & 10& C/W
11-0651-0057-04 TO CREATE TOTAL ACS
OF 53.10. AFTER SPLITS REMAINS 26.46 AC
STRUCTURE: 000 000 68%50 313DR 3BATH SFD
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . : SFD
SEPTIC - EXISTING? . . . . : NEW
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
-
B101 01 8/13/08 BS R*BLDG FOOTING / TEMP SVC POLE VRU 001661479
8/13/08 AP
B103 01 8/20/08 BS R*BLDG FOUND & TEMP SVC POLE VRU 001664812
8/20/08 DA All anchor bolts will be installed with concrete pour. All
interior loan bearing points will thickened at concrete
pour. Any questions call me at 919.770.4693.
Thanks.
BDC
where wall cahnges from 12 inch block to 8 inch block, 12
inch block must be filled solid. Use mortar only, do not
place brick in 12 inch block, as mortar must be worked
under to fill voids. Leave exterior open fo inspection,
will check at plumbing under slab or slab inspection
A814 01 8/20/08 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001664770
8/25/08 AP 58 TRELLIS CT LOT 5
B103 02 9/09/08 KS R*BLDG FOUND & TEMP SVC POLE VRU 001673821
9/09/08 AP
P309 01 9/09/08 KS R*PLUMB UNDER SLAB TIME: 17:00 VRU 001673862
9/09/08 AP
B111 01 /16/0(8' TI R*BLDG SLAB INSP VRU 001677251
'uA Changes to interior load bearing points based on actual
M
floor truss and roof truss design. I can meet at site as
needed.
COMMENTS AND NOTES - -
RJB, P.E., P.A.
ROBERT J. BRACKEN
ENGINEER • SURVEYOR
3768 Carbonton Road • Sanford, North Carolina 27330
Sept. 9, 2008 (919) 774-6074
Harnett County Building Inspector
P.O. Box 65
Lillington, NC 27546
REF: Compaction Test
Lot 5, 63 Trellis Court
Vinyard Green S/D
Lillington, NC
Brad B. Cummings, Contractor
Dear Sir/Madam:
I made an onsite visit to the above referenced residential construction site on Sept. 5,
2008. The purpose of the visit was to examine the fill material and compaction that was
placed on the site for the garage and floor slab.
The garage and floor was filled approximately 3- feet at the deepest point. The
materials used and the compaction procedure used was more than adequate to achieve the
usual required bearing pressure of 3,000 pounds per square foot. I also ran the hand-held
penotrometer test on several areas and got consistent reading of 3,000 pounds per square
foot or better.
Based on the above information it is my opinion that the filled area will support the
live and dead loads associated with this area and meets or exceeds the requirements set forth
in the N.C. Residential Building Code 2006 Edition.
Sincerely,
e'o~,yssio
Robert J. Bracken, PE 2 SEAL, c 1
- 7291 is
RJB:jeb 6~ `tic
PREPARED 11/20/08, 14:10:58 INSPECTION TICKET PAGE 8
Harnett County INSPECTOR: IVR DATE 11/21/08
ADDRESS : 58 TRELLIS CT SUBDIV: PLTN VINEYARD GREEN
CONTRACTOR CUMMINGS BRAD PHONE (910) 814-3232
OWNER GUTRIDGE JR LOWELL D PHONE
PARCEL 11-0651- - -0057- -16-
APPL NUMBER: 07-50018691 CP NEW RESIDENTIAL (SFD)
DIRECTIONS HWY 210 LEFT TRIPP RD LEFT INTO
VINEYARD GREEN S/D 1ST RIGHT TRELLIS
COURT LOT #5 VACANT ON RIGHT SEE REAL
FOR SIGN ON LOT #5
T/S: 05/14/2008 10:10 AM VBROWN
PREMISE # 73865564
LAND NOTES LXMN 1/14/02 SET UP PER MAP#2000/459 &459A DELETED
11-0651-0057-05, 06, 08, 09 & 10& C/W
11-0651-0057:04 TO CREATE TOTAL ACS
OF 53.10. AFTER SPLITS REMAINS 26.46 AC
STRUCTURE: 000 000 68X50 3BDR 3BATH SFD
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . : SFD
SEPTIC - EXISTING? . . . . : NEW
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
-101 01 8/13/08 BS R*BLDG FOOTING / TEMP SVC POLE VRU 001661479
8/13/08 AP
B103 01 8/20/08 BS R*BLDG FOUND & TEMP SVC POLE VRU 001664812
8/20/08 DA All anchor bolts will be installed with concrete pour. All
interior loan bearing points will thickened at concrete
pour. Any questions call me at 919.770.4693.
Thanks.
BDC
where wall cahnges from 12 inch block to 8 inch block, 12
inch block must be filled solid. Use mortar only, do not
place brick in 12 inch block, as mortar must be worked
under to fill voids. Leave exterior open fo inspection,
will check at plumbing under slab or slab inspection
A814 01 8/20/08 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001664770
8/25/08 AP 58 TRELLIS CT LOT 5
B103 02 9109108 KS R*BLDG FOUND & TEMP SVC POLE VRU 001673821
9/09/08 AP
P309 01 9/09/08 KS ^ R*PLUMB UNDER SLAB TIME: 17:00 VRU 001673862
9/09/08 AP !/1
Bill 01 9/16/08TI R*BLDG SLAB INSP VRU 001677251
Changes to interior load bearing points based on actual
floor truss and roof truss design. I can meet at site as
needed.
R427 01 11/20/08 TI FOUR TRADE ROUGH IN >2500 VRU 001707652
11/20/08 CA
R427 02 11/It 21/08 FOUR TRADE ROUGH IN >2500 VRU 001708189
- COMMENTS AND NOTES - -
PREPARED 12/02/08, 14:12:46 INSPECTION TICKET PAGE 1
Harnett County INSPECTOR: IVR DATE 12/03/08
- -
ADDRESS 58 TRELLIS CT SUBDIV: PLTN VINEYARD GREEN
CONTRACTC~ : ,CS11MINGS BRAD PHONE (910) 814-3232
OWNER : GUTRIDGE .7R LOWELL D PHONE
PARCEL : 11-0651- - -0057- -16-
APPL NUMBER: 07-50018691 CP NEW RESIDENTIAL (SFD)
DIRECTIONS HWY 210 LEFT TRIPP RD LEFT INTO -
VINEYARD GREEN S/D 1ST RIGHT TRELLIS
COURT LOT #5 VACANT ON RIGHT SEE REAL
FOR SIGN ON LOT #5
T/S: 05/14/2008 10:10 AM VBROWN
PREMISE # 73865564
LAND NOTES LXMN 1/14/02 SET UP PER MAP#2000/459 &459A DELETED
11-0651-0057-05, 06, 08, 09 & 10& C/W
11-0651-0057-04 TO CREATE TOTAL ACS
OF 53.10. AFTER SPLITS REMAINS 26.46 AC
STRUCTURE: 000 000 68X50 3BDR 3BATH SFD
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . : SFD
SEPTIC - EXISTING? . . . . : NEW
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
B101 01 8/13/08 BS R*BLDG FOOTING / TEMP SVC POLE VRU 001661479
8/13/08 AP
B103 01 8/20/08 BS R*BLDG FOUND & TEMP SVC POLE VRU 001664812
8/20/08 DA All anchor bolts will be installed with concrete pour. All
interior loan bearing points will thickened at concrete
pour. Any questions call me at 919.770.4693.
Thanks.
BDC
where wall cahnges from 12 inch block to 8 inch block, 12
inch block must be filled solid. Use mortar only, do not
place brick in 12 inch block, as mortar must be worked
under to fill voids. Leave exterior open fo inspection,
will check at plumbing under slab or slab inspection
A814 01 8/20/08 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001664770
8/25/08 AP 58 TRELLIS CT LOT 5
B103 02 9/09/08 KS R*BLDG FOUND & TEMP SVC POLE VRU 001673821
9/09/08 AP
P309 01 9/09/08 KS R*PLUMB UNDER SLAB TIME: 17:00 VRU 001673862
9/09/08 AP
Bill 01 9/16/08 BS R*BLDG SLAB INSP VRU 001677251
11/21/08 AP Changes to interior load bearing points based on actual
floor truss and roof truss design. I can meet at site as
needed.
forgot to sign off on correct date
R427 01 11/20/08 TI FOUR TRADE ROUGH IN >2500 VRU 001707652
11/20/08 CA
R427 02 11/21/08 S FOUR TRADE ROUGH IN >2500 VRU 001708189
11/21/08 DA 1.Need roof flashing at wall to roof connections and roof
boots on plumbing.2 Need sizing calc for beam over kitchen
window. 3. Bath fan downstairs not vented. 4. Bolt 4 ply
- CONTINUED ONTO NEXT PAGE -
PREPARED 12/02/08, 14:12:46 INSPECTION TICKET PAGE 2
Harnett County INSPECTOR: IVR DATE 12/03/08
- - -
ADDRESS 58 TRELLIS CT SUBDIV: PLTN VINEYARD GREEN
CONTRACTOR C%MINGS BRAD PHONE (910) 814-3232
OWNER GUTRIDGE JR LOWELL D PHONE
PARCEL 11-0651- - -0057- -16-
APPL NUMBER: 07-50018691 CP NEW RESIDENTIAL (SFD)
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
-
truss top and bottom chord w/ 1/2 bolts with washers 2' oc
per truss dOCS. 5. Need a nut and washer near range
receptacle. 6. Plate on rear wall must have bolts within 11
of joints.7. Bottom of stairs must be fireblocked full
depth.S. No water on drain test, pressure test below 100
psi. OK to insulate, do not side or brick above roof line
1129 01 12/01/08 TI R*INSULATION INSPECTION VRU 001711399
12/01/08 CA
R427 03 12/01/08 BS FOUR TRADE ROUGH IN >2500 VRU 001711381
12/01/08 CA
1129 02 12/03/08 TI R*INSULATION INSPECTION VRU 001712579
D
R427 04 2 /OB T FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001712736
- - COMMENTS AND NOTES -
12/02/2009 16:51 919-775-1444 l1CD0NALD SROTt-HR5 PAGE 01/02
4
Beam calculation 9'8"
*•v vm.m..ner 2 PCs of 1 314" x 9 1/4" 1.9E Microllail LVL
TJ-aeeni68.9a Sbiei Nuttaer:
our 1 121322.06PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
P<e,t e,gi,even6m;20,44 CONTROLS FOR THE APPLICATION AND LOADS LISTED
T~
~a
Product Diagram is Conceptual.
LOADS:
Analysis is for a Drop Beam Member. Tributary Load Width: 1'
Primary Load Group- Residential - Llvirg Areas (psli 40.0 Live at 100 'A curatlan, 12.0 Dead
Vertical Loads:
Type Class Live Dead Location Application Comment
UnlWnr lfj Floor(1.00) 2400 72.0 O To 9' 6•' Replaces Floor load from above 40112pif - 87db
Uniform(p;f) Flocr(1.x) 0,0 720.0 0 Ta 9' 6" Replaces Brick load from above 40pef dead load
SUPPORT
Input searing Vertical Reactions (Ibx) Detail Other
Width Length Live/Dead/UpliftiTotal
1 Stud wall 3.50" 3.37' 1140 i 3804 1 0 14944 L'I: Blocking 1 Ply 1 3/4" x 9 1!4" 1.9E Microliam® LVL
2 Stud wall 350" 3.32" 1140 ! 3804 10! 4944 L1: Blocking 1 Ply 13/4" x 9 114' r.9E MlcrollamO LVL
-See iLevel® Speolflaes, Builder's Guide far detail(s): L1: Blocking
DESIGN CONTROLS;
Maximum Design Control Result Location
Shear (Ibe) 4771 •3838 6161 Passed (62'/) Rl. end Span 1 under Floor leading
Moment (Ft-Lbs) 10934 10934 11204 Passed (98'%) M:D Span 1 under Floor loading
Live Load Dell (in) 0.096 0.We Passed (L/999i) M'D Span 1 under Floor loading
Total Load Defl (in) 0.418 0,458 Passed (L/263) I Span 1 under Floor loading
-Deflection Criteria: STANDARO(LL:L360,TL:Ir'240),
-Bmcing(Lu): All compression edges (top and bottom) must be braced at 4' e" o/c unlass detailed otherwise. Proper attachment and positioning of
lateral bracing is requi:'ed to achieve member stability.
ADDITIONAL NOTES:
4MPORTANTI The analysis presented is output from softwers developed by iLevel0. ILevelQ warrants the sizing of its products by this software will
be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input desgn
loads, and stated dimensions have been provided by the software user This output has not been reviewed by an iLevel®Ai iota,
-Not all products are readl!y available. Check with your supplier or ILevetio technical representil for product availability.
-THIS ANALYSIS FOR iLevekfi+PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel® Distribution product fisted above.
-Note: See iLevel® Speciflefs/Builders Guide for multiple ply connection
PROJECT INFORMATION; QPBj _kJQR INFORMATION:
Brad Cummings Anthony Keith
Gutriidge Job McDonald Brothers, Inc.
403 Wilson Road
Sanford, NC 27330
Phone! 919-77&070C
Fax :919.776-1444
tkeith@ricd(insidbrathem.com
~TYY ybt / aoo, by eLavolR, hd4l Nly. WA. _
Nl.r-eollnmru 11 a teaiet!"Id rnnaamnve of lLevclP.
c:`.Ptc;rem Nloe`,rw+ ]o.bt\T]-acon`.nxn4 =3mecn5 P f Gtcr:.dpn tcb. ems
12!02;2003 16:51 919-776-1444 MCDONALD BROTF£RS PAGE 132102
a Beam calculation 9'8'
2 Pcs Of 1 314" x 9 114" 1.9E MicrollamC' LVL
,Jowl m 12INL'llQaaaenMB013110fOP :
Uev:N THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
'°aoa aMrn.4mBanB."° CONTROLS FOR THE APPLICATION AND LOADS LISTED
..oad Crcup: Priaary Lcad C-cup
Max. Vertiral aeac7icn, Tc-_a: 0.") 4944 4944
n':ax. Vortical Raatti Dr: Give f1bs; 1140 114C
-°l )
Rcou Lr sd Sea ri rg Length in 3.32 fw! 3. a7
Max. Dnbr.aeed ;,ength !inl 53
Loadzng Cn al! span3, LD? = 0.90 ,'91-0 53 Doa29E3
Swear at Support (lbs)
-3'071
Nix Shea: at Support ilbs) 5671
3671 3671
Member Reaction !l.bal
Suppc-'• Reaction (-ba', _9.4 84).3 3e04
Mornen (Pt-L,ba)
Loadin; on a:1 span:" LDf 1, 0 Dead -•0 E).por
Shear at Support !lrsi 3939 -3639
4771 -4711
Max Shear, at Sk;PPbrt Ll bsl 4771 4771
MeaSSr Rea erici ca (Ib Cbr) 494a 4949
Support Reaction (lbsl
534
Monent (Tt-Lbc) 10934
Live Deflection :.i.n) 33 096
.419
Tonal Def_ec::x (in)
PE OR NFOR ATI
PROJECT ATI mmony Keith
Brad Cummings ngs woonald Bmthars, Inc,
Gudidge Job 403 Wilson Rosd
Sanford, NC 27337
Phone : 919-778-8700
Fax : 919.778-1444
tke1h@mcd0naldbrothers. corn
CooY'e r~= m Ref by ~~-cvc1T. Ya4eeJ. way. mi.
N1 r:al.:rnx eau: r_exen raLir."ra a; lle•+=12.
r:: \rv eetna se lc e~T me :n'.+twa•n..n lm teA =~x.+.. cn Catn cWe 4oi. e!a
PREPARED 3/18/09, 13:58:54 INSPECTION TICKET PAGE 3
Harriet E, County INSPECTOR: IVR DATE 3/19/09
ADDRESS 58.TRELLIS CT SUBDIV: PLTN VINEYARD GREEN
CONTRACTOr, CUJIMINGS BRAD PHONE : (910) 814-3232
OWNER GUTRIDGE JR LOWELL D PHONE :
PARCEL 11-0651- - -0057- -16-
APPL NUMBER: 07-50018691 CP NEW RESIDENTIAL (SFD)
DIRECTIONS HWY 210 LEFT TRIPP RD LEFT INTO
VINEYARD GREEN SID IST RIGHT TRELLIS
COURT LOT #5 VACANT ON RIGHT SEE REAL
FOR SIGN ON LOT #5
T/S: 05/14/2008 10:10 AM VBROWN
PREMISE # 73865564
LAND NOTES LXMN 1/14/02 SET UP PER MAP#2000/459 &459A DELETED
11-0651-0057-05, 06, 08, 09 & 10& C/W
11-0651-0057-04 TO CREATE TOTAL ACS
OF 53.10. AFTER SPLITS REMAINS 26.46 AC
STRUCTURE: 000 000 68X50 3BDR 3BATH SFD
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 3.00 PROPOSED USE . . . . . . . : SFD
SEPTIC - EXISTING? . . . . : NEW
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
B101 01 8/13/08 BS R*BLDG FOOTING / TEMP SVC POLE VRU 001661479
8/13/08 AP
B103 01 8/20/08 BS R*BLDG FOUND & TEMP SVC POLE VRU 001664812
8/20/08 DA All anchor bolts will be installed with concrete pour. All
interior loan bearing points will thickened at concrete
pour. Any questions call me at 919.770.4693.
Thanks.
BDC
where wall cahnges from 12 inch block to 8 inch block, 12
inch block must be filled solid. Use mortar only, do not
place brick in 12 inch block, as mortar must be worked
under to fill voids. Leave exterior open fo inspection,
will check at plumbing under slab or slab inspection
A814 01 8/20/08 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001664770
8/25/08 AP -~58 TRELLIS CT LOT 5
B103 02 9/09/08 KS R*BLDG FOUND & TEMP SVC POLE VRU 001673821
9/09/08 AP
P309 01 9/09/08 KS R*PLUMB UNDER SLAB TIME: 17:00 VRU 001673862
9/09/08 AP
Bill 01 9/16/08 BS R*BLDG SLAB INSP VRU 001677251
11/21/06 AP Changes to interior load bearing points based on actual
floor truss and roof truss design. I can meet at site as
needed.
forgot to sign off on correct date
R427 01 11/20/08 TI FOUR TRADE ROUGH IN >2500 VRU 001707652
11/20/08 CA
R427 02 11/21/08 BS FOUR TRADE ROUGH IN >2500 VRU 001708189
11/21/08 DA 1.Need roof flashing at wall to roof connections and roof
boots on plumbing.2 Need sizing calc for beam over kitchen
window. 3. Bath fan downstairs not vented. 4. Bolt 4 ply
truss top and bottom chord w/ 1/2 bolts with washers 2' oc -
CONTINUED ONTO NEXT PAGE
PREPARED 3/18/09, 13:58:54 INSPECTION TICKET PAGE 4
Harrfet't"Aunty INSPECTOR: IVR DATE 3/19/09
ADDRESS: : 5Q_,TRELLIS CT SUBDIV: PLTN VINEYARD GREEN
CONTRACTOf C"INGS BRAD PHONE (910) 814-3232
OWNER :.GUTRIDGE JR LOWELL D PHONE
PARCEL .:11-0651- -0057- -16-
APPL NUMBER: 07-50018691 CP NEW RESIDENTIAL (SFD)
- - -
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
- - - - -
per truss docs. 5. Need a nut and washer near range
receptacle. 6. Plate on rear wall must have bolts within 1'
of joints.7. Bottom of stairs must be fireblocked full
depth.8. No water on drain test, pressure test below 100
psi. OK to insulate, do not side or brick above roof line
1129 01 12/01/08 TI R*INSULATION INSPECTION VRU 001711399
12/01/08 CA
R427 03 12/01/08 BS FOUR TRADE ROUGH IN >2500 VRU 001711381
12/01/08 CA
1129 02 12/03/08 BS R*INSULATION INSPECTION VRU 001712579
12/03/08 AP
R427 04 12/03/08 BS FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001712736
12/03/08 AP -
H824 01 2/18/09 BM VENVIR. OPERATIONS PERMIT TIME: 17:00 VRU 001736198
2/18/09 AP
R431 01 3/' 1199/09 TI FOUR TRADE FINAL >2500 VRU 001744408
COMMENTS AND NOTES - - -
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COUNTY OF HARNETT
DEPARTMENT OF BUILDING INSPECTION
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 a
compliance with the various ordinances of the County of. Harnett regulating development and building
construction or use. For the following:
Use, Classification: PERMIT NUMBERS
lf`"Z Owner: Building Permit No.:
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911 Address: S~ - Electrical Permit No.:
Insulation Permit No..
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BRrt~~'~ Plumbing Permit No.: _ A)
State: Zip Code: 7 7 y Mech. Permit No.:
0 MFG. Home:
Building Official
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