INSPECTIONS t.
PREPARED 11/19/09, 14:01:42 INSPECTION TICKET PAGE 56
Harnett County INSPECTOR: IVR DATE 11/20/09
ADDRESS . : 426 HEATHROW DR SUBDIV: HIGHGROVE@ANDERSON CRK PH2 35L
CONTRACTOR SAVVY HOMES, LLC PHONE (919) 767-5158
OWNER STAFFORD LAND CO #62 PHONE (910) 692-9808
PARCEL 01-0504- - -0177- -64-
APPL NUMBER: 09-50023234 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 11/09/2009 06:33 PM DJOHNSON
HIGHGROVE AT ANDERSON CREEK PHS 2
210 SOUTH TO RAY RD TURN LEFT IN SUBD
THEN LEFT ONTO HIGHGROVE SUBD
STRUCTURE: 000 000 42X42 4 BR SLAB ATT GARAGE, PATIO,PORCH
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
P309 01 11/1/ /2 9 T R*PLUMB UNDER SLAB VRU 001853407
PLUMB UNDER SLAB & T- OLE
U 1'e
COMME S AND NOTES
PREPARED 11/23/09, 13:59:07 INSPECTION TICKET PAGE 41
Harnett County INSPECTOR: IVR DATE 11/24/09
- i ----1---------------------------------------------------------------------------------
ADDRESS 426 HEATHROW DR SUBDIV: HIGHGROVE®ANDERSON CRK PH2 35L
CONTRACTOR : SAVVY HOMES, LLC PHONE (919) 787-5158
OWNER : STAFFORD LAND CO #62 PHONE (910) 692-9808
PARCEL : 01-0504- - -0177- -64-
APPL NUMBER: 09-50023234 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 11/09/2009 06:33 PM DJOHNSON
HIGHGROVE AT ANDERSON CREEK PHS 2
210 SOUTH TO RAY RD TURN LEFT IN SURD
THEN LEFT ONTO HIGHGROVE SUBD
STRUCTURE: 000 000 42X42 4 BR SLAB ATT GARAGE, PATIO,PORCH
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . : SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . : COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
- - - -
P309 01 11/20/09 JH R*PLUMB UNDER SLAB VRU 001853407
11/20/09 AP PLUMB UNDER SLAB & T-POLE
t-pole passed
A814 01 11/23/09 TI ADDRESS CONFIRMATION VRU 001854082
Bill 01 11/23/09 DJ R*BLDG SLAB INSP VRU 001854090
11/23/09 CA T/S: 11/23/2009 08:27 AM DJOHNSON
Bill 02 11/24/09 TI , y R*BLDG SLAB INSP TIME: 17:00 VRU 001854314
IC-2-4-9 T/S: 11/23/2009 08:29 AM DJOHNSON
- - - - - - COMMENTS AND NOTES -
REScheck Software Version 4.2.2
Compliance Certificate
Project Title: Brookwood
Energy Code: 2006 IECC
Location: Spring Lake, North Carolina
Construction Type: Single Family
Conditioned Floor Area: 2312 Tt2
Glazing Area Percentage: 9%
Heating Degree Days: 3169
Climate Zone: 3
Construction Site: Owner/Agent: Designer/Contractor:
426 Heathrow Dr.
Spring Lake, NC 28390
Permit # 09-50023234
Compliance: 13.3% Better Than Code Maximum UA: 555 Your UA: 481 Maximum SHGC: 0.40 Your SHGC: 0.28
:Gross Assembly .Area.or R.
-Value' or I Perimeter U-Fact6r
Ceiling 1: Flat Ceiling or Scissor Truss 821 38.0 0.8 24
Ceiling 2: Cathedral Ceiling (no attic) 246 38.0 0.8 7
Wall 1: Wood Frame, 16" o.c. 1011 13.0 0.8 78
Door 1: Solid 42 0.500 21
Door 2: Glass 18 0.350 6
SHGC: 0.28
Wall 2: Wood Frame, 16" o.c. 1301 13.0 0.8 92
window 1: Vinyl Frame:Double Pane with Low-E 180 0.350 63
SHGC: 0.28
Floor 1: Slab-0n-Grade:Unheated 164 0.0 171
Insulation depth: 0.0'
Floor 2: All-Wood Joist/Truss:Over Unconditioned Space 416 19.0 0.8 19
Heat Pump 1: Air Source 7.7 HSPF, 13 SEER
Air Conditioner 1: Electric Central Air 13 SEER
Air Conditioner 2: Electric Central Air 13 SEER
Compliance Statement: The proposed building design descri ere is con\ie ith the building plans, specifications, and other
calculations submitted with the permit application. The proposed 'ding has signed to meet the 2006 IECC requirements in
REScheck Version 4.2.2 and to comply with the mandatory requi nts listeR eck In on Checklist.
Name - Title Sig at a Date
Project Title: Brookwood Report date: 11124/09
Data filename: C:\Documents and SettingsOryan\DesktoplRes Check Templates\Res check template Brookwood.rck Page 1 011
L
M UC Associates Inc.
2725 E. Millbrook Rd Suite 121
Raleigh, North Carolina 27604
(919) 871-0999 Fax (919) 871/-0335
Project: //,~r;. 0 Let [soA (p7 b Z Project Number:
Client: ~~So✓✓r, Day/Date: Y4:'I;
Location: Temp/Weather 719 / CG
Type of Inspection: ( )Soils ( )Concrete ( )Structural Steel ( )Asphalt KFoundation ( )Masonry ( )Other
Arrive On-Site Time Travel Time
Depart Lab Time Total Time
No. Trips_ Total Mileage Chargeable Equipment
Notes:
Arc Ay i f •tr, r uC/' CJr.' ,td om ,CIA WS f 'c[, v/~' x~o /o bsr~ F r ..11 P[I~J41
Ja2v P- .r-, LcIGa ri~y -ngt6f f-v! b z P~~%(i✓w 1fid LdRS7/uG / tltn 4riLp/
7~}c !-4 r,o• ~/("Sil wGrc l~G IiQOrt ri// ! ✓q
S .t i G /Jl % s ~f /5~. s 47 po in-pip
0 1 e 6a 03'1 / el a v L ?0'J
r
• S O n T s - r (0/- S/~t✓ 3o (S o/ q r, r 0Ic ,i
P"4-4 u& UT 41-GQ5 q;4 61 ft/a Ti Ol//S f-er l-Cur i✓WGa/~ f so,/ a//'C
s ~u
/0 /1 v vo~~7 Aa r ~P r 'f"or el N27 4,//- J
w d lair/
un
CARp~~'•,,,
,rQQO sEnt.
oqAM?
FRT";N*.
Reviewed By Printed Name Je/'$P//G Ales /y
This Report is Preliminary until reviewed by the engineering staff. Field Test Data, Locations, Elevations and Depths are Estimated.
PREPARED 12/16/09, 13:59:20 INSPECTION TICKET PAGE 24
Harnett County INSPECTOR: IVR DATE 12/17/09
ADDRESS . : 426 HEATHROW DR SU13DIV: HIGHGROVE@ANDERSON CRK PH2 35L
CONTRACTOR SAVVY HOMES, LLC PHONE (919) 787-5158
OWNER STAFFORD LAND CO #62 PHONE (910) 692-9808
PARCEL 01-0504- - -0177- -64-
APPL NUMBER: 09-50023234 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 11/09/2009 06:33 PM DJOHNSON
HIGHGROVE AT ANDERSON CREEK PHS 2
210 SOUTH TO RAY RD TURN LEFT IN SUBD
THEN LEFT ONTO HIGHGROVE SUBD
STRUCTURE: 000 000 42X42 4 BR SLAB ATT GARAGE, PATIO,PORCH
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
- - -
P309 01 11/20/09 JH R*PLUMB UNDER SLAB VRU 001853407
11/20/09 AP PLUMB UNDER SLAB & T-POLE
t-pole passed
B111 01 11/23/09 DJ R*BLDG SLAB INSP VRU 001854090
11123109 CA T/S: 11/23/2009 08:27 AM DJOHNSON
A814 01 11/23/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001854082
11/25/09 AP 426 heathrow dr lot 62
spring lake 28390
T/S: 11/25/2009 10:07 AM TWARD
B111 02 11/24/09 MR R*BLDG SLAB INSP TIME: 17:00 VRU 001854314
11/24/09 AP T/S: 11/23/2009 08:29 AM DJOHNSON
T/S: 11/24/2009 01:07 PM MREARIC
R425 01 12/17/09_ TI FOUR TRADE ROUGH IN VRU 001862481
Ja !7-,~9 4,etd ,rC 1G9-e' 49ti olo-n~ r A LvG L ~j4~ ST'
A/Z CyOMMEN}TS AND~NOTES
PREPARED 12/18/09, 15:06:26 INSPECTION TICKET PAGE 16
Harnett County INSPECTOR: IVR DATE 12/21/09
ADDRESS . : 426 HEATHROW DR SUBDIV: HIGHGROVE@ANDERSON CRK PH2 35L
CONTRACTOR : SAVVY HOMES, LLC PHONE (919) 787-5158
OWNER : STAFFORD LAND CO #62 PHONE (910) 692-9808
PARCEL : 01-0504- - -0177- -64-
APPL NUMBER: 09-50023234 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 11/09/2009 06:33 PM DJOHNSON
HIGHGROVE AT ANDERSON CREEK PHS 2
210 SOUTH TO RAY RD TURN LEFT IN SUED
THEN LEFT ONTO HIGHGROVE SUBD
STRUCTURE: 000 000 42X42 4 BR SLAB ATT GARAGE, PATIO,PORCH
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP • SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
P309 01 11/20/09 JH R*PLUMB UNDER SLAB VRU 001853407
11/20/09 AP PLUMB UNDER SLAB & T-POLE
t-pole passed
I129 01 11/21/09 TI R*INSULATION INSPECTION TIME: 17:00 VRU 001863604
~ T/S: 12/18/2009 11:58 AM DJOHNSON
4f-' A
Blll 01 11/23/09 DJ R*BLDG SLAB INSP VRU 001854090
11/23/09 CA T/S: 11/23/2009 08:27 AM DJOHNSON
A814 01 11/23/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001854082
11/25/09 AP 426 heathrow dr lot 62
spring lake 28390
T/S: 11/25/2009 10:07 AM TWARD
B111 02 11/24/09 MR R*BLDG SLAB INSP TIME: 17:00 VRU 001854314
11/24/09 AP T/S: 11/23/2009 08:29 AM DJOHNSON
T/S: 11/24/2009 01:07 PM MREARIC
R425 01 12/17/09 JH FOUR TRADE ROUGH IN VRU 001862481
12/17/09 Ar" Need engineer letter for repairs on damaged lvl in garage.
ok to aide & insulate--
R427 01 12/21/09 TI FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001863620
T~- If- j goe T/S: 12/18/2009 12:00 PM DJOHNSON
- COMMENTS AND NOTES - -
G. AIke"g PE 6030reed moor Road, Suite 101
George Raleigh, NC 27612
December 17, 2009
Ref: Highgrove Lot 62 - 426 Heathrow Dr.
Concern has been raised regarding damage to a multi-ply LVL in the garage of the above referenced
home. The beam has been damaged in transport. It appears that a forklift has scarred the bottom of 2-
ply LVL of the beam. This damage is approximately mid-span and is approximately 2-1/2" wide x 10"
long x 1/8" deep. Although this beam is designed to only 85% of its design capacity, I have
recommended that the beam be packed out with a 3/W OSB with a 2 rows on nails at 6" o/c.
This installation is adequate to support design loads.
If you have any questions please contact me at 919-279-2313.
Sincerely, jH t CAR/ 4
SEAL
031,69
George G. Aiken, PE 1.- F~GrNE~kP
~05
MUSE- Double 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor BeamlMainGarage
BC CALC® 2.0 Design Report - US 1 span No cantilevers 10112 slope Thursday, December 17, 2009 17:55
Build 287
File Name: BC BrookwoodE.BCC
Job Name: Description: MainGarage
Address: Specifier:
City, State, Zip:, Designer:
Customer. Scenic Homes Company:
Code reports: ESR-1040 Misc:
n a~
4
F3, e~
1} v y"fl r s
_ a 'x•fi
19-04-00
BO, 31/2" B1, 310
LL 4,489 Ibs LL 5,284 lbs
DL 2,069 lbs DL 2,456 Ibs
Total Horizontal Product Length = 19-04-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib.
1 Floor Load Unf. Area (psf) Left 00-00-00 19-0400 40 10 10-00-00
2 Ceiling Load Unf. Lin. (plf) Right 00-00-00 07-00-00 200 100 n/a
3 Bathroom Ceiling load Conc. Pt. (Ibs) Left 12-04-00 12-04-00 320 160 n/a
4 Wall Load Unf. Lin. (plf) Left 00-00-00 19-04-00 0 65 n/a
5 Bathroom Ceiling Conc. Pt. (Ibs) Left 03-06-00 03-06-00 320 160 n/a
Controls Summa value Duration case Span Disclosure tnNAYev
Pos. Moment 31,889 ft-lbs 53% 100% 1 1 - Internal Completeness and accuracy of input must
End Shear -6,310 Ibs . ° 100% 1 1 - Right be verified by anyone who would rely on
Total Load Defl. U262 (0.863") 91.5% 1 1 output as evidence of suitability for
Live Load Defl. U383 (0.591-) 93.9% 1 1 particular application. Output here based
Max Deft. 0.863" 86.3°k 1 1 on building code-accepted design
Span / Depth 14.2 n/a 1 Inproperties and analysis stallation o BOISE engineered wood
products must be in accordancewith
% Allow % Allow current Installation Guide and applicable
Bearing Supports Dim. (L x W) Value Support Member Material building codes. To obtain Installation Guide
BO Post 3-1/2" x 3-112" 6,547 Ibs n/a 71.3% Unspecified or ask questions, please call
B1 Post 3-1/2" x 3-112" 7,741 Ibs n/a 84.3% Unspecified (800)232-0788 before installation.
BC CALCO, BC FRAMER, AJS^ ,
Notes ALLJOISTO, SC RIM BOARD-, BCIO,
Design meets Code minimum (U240) Total load deflection criteria. BOISE GLULAMTM SIMPLE FRAMING
Design meets Code minimum (L1360) Live load deflection criteria. SYSTEM®, VERSA-LAMO, VERSA-RIM
Design meets arbitrary (1") Maximum load deflection criteria. VERSA-STRAND, VERSA-STUDO are
trademarks of Boise Wood Products,
Connection Diagram L.L.C.
1~ b' ',-d
a I i~
c i
1
a minimum = 2- c = 12"
b minimum = 2-112" d = 24"
Connection design assumes point load is'top-loaded'. For connection design of
'side-loaded' point loads, please consult a technical representative or professional of Record.
Member has no side loads.
Concentrated loads are not considered in side load analysis.
Connectors are: 1/2 in. Staggered Through Bolt
PREPARED 1/12/10, 14:00:07 INSPECTION TICKET PAGE 27
Harnett County INSPECTOR: IVR DATE 1/13/10
ADDRESS . : 426 HEATHROW DR SUBDIV: HIGHGROVE@ANDERSON CRK PH2 35L
CONTRACTOR SAVVY HOMES, LLC PHONE (919) 787-5158
OWNER STAFFORD LAND CO #62 PHONE (910) 692-9808
PARCEL 01-0504- - -0177- -64-
APPL NUMBER: 09-50023234 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 11/09/2009 06:33 PM DJOHNSON
HIGHGROVE AT ANDERSON CREEK PHS 2
210 SOUTH TO RAY RD TURN LEFT IN SUBD
THEN LEFT ONTO HIGHGROVE SUBD
STRUCTURE: 000 000 42X42 4 BR SLAB ATT GARAGE, PATIO,PORCH
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
P309 01 11/20/09 JH R*PLUMB UNDER SLAB VRU 001853407
11/20/09 AP PLUMB UNDER SLAB & T-POLE
t-pole passed
I129 01 11/21/09 JH R*INSULATION INSPECTION TIME: 17:00 VRU 001863604
12/21/09 AP T/S: 12/18/2009 11:58 AM DJOHNSON
This inspection was done on 12-21-09-----------------------
B111 01 11/23/09 DJ R*BLDG SLAB INSP VRU 001854090
11/23/09 CA T/S: 11/23/2009 08:27 AM DJOHNSON
A814 01 11/23/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001854082
11/25/09 AP 426 heathrow dr lot 62
spring lake 28390
T/S: 11/25/2009 10:07 AM TWARD
Blll 02 11/24/09 MR R*BLDG SLAB INSP TIME: 17:00 VRU 001854314
11/24/09 AP T/S: 11/23/2009 08:29 AM DJOHNSON
T/S: 11/24/2009 01:07 PM MREARIC
R425 01 12/17/09 JH FOUR TRADE ROUGH IN VRU 001862481
12/17/09 DA Need engineer letter for repairs on damaged lvl in garage.
ok to side & insulate--
R427 01 12/21/09 JH FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001863620
12/21/09 AP T/S: 12/18/2009 12:00 PM DJOHNSON
M305 01 1/13/10 T.I, t
P307 01 / R*PLUMB SEWER CONNECTION VRU 001870013
.3
1/13//loo Jdd-~/r "/i~ R*PLUMB WATER CONNECTION VRU 001870021
- COMMENTS AND NOTES - -
dPREPaRED 1/21/10, 14:01:55 INSPECTION TICKET PAGE 27
Harnett County INSPECTOR: IVR DATE 1/22/10
ADDRESS :(426-HEATHROW..DR SUBDIV: HIGHGROVE@ANDERSON CRK PH2 35L
CONTRACTOR SAVVY HOMES, LLC PHONE (919) 787-5158
OWNER STAFFORD LAND CO #62 PHONE (910) 692-9808
PARCEL 01-0504- - -0177- -64-
APPL NUMBER: 09-50023234 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 11/09/2009 06:33 PM DJOHNSON
HIGHGROVE AT ANDERSON CREEK PHS 2
210 SOUTH TO RAY RD TURN LEFT IN SUBD
THEN LEFT ONTO HIGHGROVE SUBD
STRUCTURE: 000 000 42X42 4 BR SLAB ATT GARAGE, PATIO,PORCH
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
P309 01 11/20/09 JH R*PLUMB UNDER SLAB VRU 001853407
11/20/09 AP PLUMB UNDER SLAB & T-POLE
t-pole passed
I129 01 11/21/09 JH R*INSULATION INSPECTION TIME: 17:00 VRU 001863604
12/21/09 AP T/S: 12/18/2009 11:58 AM DJOHNSON
This inspection was done on 12-21-09-----------------------
B111 01 11/23/09 DJ R*BLDG SLAB INSP VRU 001854090
11/23/09 CA T/S: 11/23/2009 08:27 AM DJOHNSON
A814 01 11/23/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001854082
11/25/09 AP 426 heathrow dr lot 62
spring lake 28390
T/S: 11/25/2009 10:07 AM TWARD
Blll 02 11/24/09 MR R*BLDG SLAB INSP TIME: 17:00 VRU 001854314
11/24/09 AP T/S: 11/23/2009 08:29 AM DJOHNSON
T/S: 11/24/2009 01:07 PM MREARIC
R425 01 12/17/09 JH FOUR TRADE ROUGH IN VRU 001862481
12/17/09 DA Need engineer letter for repairs on damaged lvl in garage.
ok to side & insulate--
R427 01 12/21/09 JH FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001863620
12/21/09 AP T/S: 12/18/2009 12:00 PM DJOHNSON
M305 01 1/13/10 JH R*PLUMB SEWER CONNECTION VRU 001870013
1/13/10 AP - -
P307 01 1/13/10 JH R*PLUMB WATER CONNECTION VRU 001870021
1/13/10 AP - -
R431 01 1/f 2/10 T d_~ FOUR TRADE FINAL >2500 VRU 001874668
/COMMENTS AND NOTES
:Fhr;a,;, a%`ti:~,'u'4]" J° 'F,"."5?,yty'~ pqf. sl:A. .i`."'b ..tc,y~.:,. Y544 e:•k,.,.~'TastZt•;+tia,m„•+LFrk€it''~i'~`va''{~'`~k+Vj.,2: Xkif'Y'i.tKx Aei ~+r.,.•,~i~`r"t'r~~.t~:~Sp.~;"t~r+~~.ya'.;..;~t^
COUNTY OF HARNTT
DEPARTMENT OF BUILDINGE INSPECTION
AND PLANNING/DEVELOPMENT
CERTIFICATE OF OCCUPANCY
This certificate issued pursuant to the requirements of Section 105 of the North Carolina State Building snA
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:
V. , Building Permit No.:
Owner of Building: T ` U /I/ 004 11' f Electrical Permit No.: f
Building Address: ro Insulation Permit No.:
J
~ Zoning District: Plumbing Permit No.:
Zoning Permit No.: Mech. Permit No.: '•'H'~Nl
i
Date: ' J Envir. C.O. No.:
Lit, :24,4
Building Official Zoning Official
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