INSPECTIONS PREPARED 12/15/09, 13:58:51 INSPECTION TICKET PAGE 33
Harnett County INSPECTOR: IVR DATE 12/16/09
ADDRESS . : 365 COTTLE LAKE DR SUBDIV: J L STONE
CONTRACTOR : S & D HOMEBUILDERS, LLC PHONE : (919) 669 -6327
OWNER . . : BAREFOOT MICHAEL SHANE & PHONE :
PARCEL . . : 07 -0589- - -0102- -38-
APPL NUMBER: 09- 50023304 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T /S: 11/23/2009 10:23 AM VBROWN - - --
COTTLE LAKE DRIVE, COTTLESTONE ESTATES
#34, 421S TOWARDS ERWIN, AT HARNETT
COUNTY AIRPORT TURN LEFT ON OLD STAGE
RD, APPROX 300 YDS TURN RIGHT ON BRICK
MILL RD, SUB DIV ON LEFT APPROX 3 -4 MI
LOT ON MAIN RD(COTTLE LAKE DR) NEAR CUL
DE SAC ON LEFT.
STRUCTURE: 000 000 64X53.4 4BDR 2.5BATH SFD WITH GAR SLAB
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 4.00 PROPOSED USE - SFD
SEPTIC - EXISTING' - NEW SEPTIC WATER SUPPLY • COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
B101 01 14/16 09q T 7 .6 5 R *BLDG FOOTING / TEMP SVC POLE VRU #: 001862050
"/[Jfc/ COMMENTS AND NOTES
PREPARED 12/30/09, 13:58:56 INSPECTION TICKET PAGE 20
H rJ netE. County INSPECTOR: IVR DATE 12/31/09
ADDRESS . : 365 COTTLE LAKE DR SUBDIV: J L STONE
CONTRACTOR : S & D HOMEBUILDERS, LLC PHONE : (919) 669 -6327
OWNER . . : BAREFOOT MICHAEL SHANE & PHONE :
PARCEL . . : 07 -0589- - -0102- -38-
APPL NUMBER: 09- 50023304 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T /S: 11/23/2009 10:23 AM VBROWN - - --
COTTLE LAKE DRIVE, COTTLESTONE ESTATES
#34. 421S TOWARDS ERWIN, AT HARNETT
COUNTY AIRPORT TURN LEFT ON OLD STAGE
RD, APPROX 300 YDS TURN RIGHT ON BRICK
MILL RD, SUB DIV ON LEFT APPROX 3 -4 MI
LOT ON MAIN RD(COTTLE LAKE DR) NEAR CUL
DE SAC ON LEFT.
STRUCTURE: 000 000 64X53.4 4BDR 2.5BATH SFD WITH GAR SLAB
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 4.00 PROPOSED USE SFD
SEPTIC - EXISTING? • NEW SEPTIC WATER SUPPLY • COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
B101 01 12/16/09 BS R *BLDG FOOTING / TEMP SVC POLE VRU #: 001862050
12/16/09 AP T /S: December 16, 2009 12:01 PM BSUTTON
A814 01 12/31/09 TI ADDRESS CONFIRMATION VRU #: 001866672
B103 01 12/31/09 mT R *BLDG FOUND & TEMP SVC POLE VRU #: 001866698
- ALE
COMMENTS AND NOTES
PREPARED 1 /11 /10, 14:00:38 INSPECTION TICKET PAGE 26
Harnett County INSPECTOR: IVR DATE 1/12/10
ADDRESS . : 365 COTTLE LAKE DR SUBDIV: J L STONE
CONTRACTOR : S & D HOMEBUILDERS, LLC PHONE : (919) 669 -6327
OWNER . . : BAREFOOT MICHAEL SHANE & PHONE :
PARCEL . . : 07 -0589- - -0102- -38-
APPL NUMBER: 09- 50023304 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T /S: 11/23/2009 1023 AM VBROWN - - --
COTTLE LAKE DRIVE, COTTLESTONEESTATES
#34. 421S TOWARDS ERWIN, AT HARNETT
COUNTY AIRPORT TURN LEFT ON OLD STAGE
RD, APPROX 300 YDS TURN RIGHT ON BRICK
MILL RD, SUB DIV ON LEFT APPROX 3 -4 MI
LOT ON MAIN RD(COTTLE LAKE DR) 'NEAR CUL
DE SAC ON LEFT.
STRUCTURE: 000 000 64X53.4 4BDR 2.5BATH SFD WITH GAR SLAB
FLOOD ZONE •.FLOOD ZONE X
# BEDROOMS 4.00 PROPOSED USE • SFD
SEPTIC - EXISTING' • NEW SEPTIC WATER SUPPLY • COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
B101 01 12/16/09 BS R *BLDG FOOTING / TEMP SVC POLE VRU #: 001862050
12/16/0.9 AP T /S: December 16, 2009 12:01 PM BSUTTON
A814 01 12/31/09 BS ADDRESS CONFIRMATION VRU #: 001866672
12/31/09 AE No projection on garage wall foundation on inside, left
side wall. Highlighted on footing plan. Dig out, will check
at plumbing under slab
P309 01 1/12/10 TI R *PLUMB UNDER SLAB VRU #: 001869130
Li; p
COMMENTS AND NOTES
si)
t
PREPARED 1/12/10, 14:00:07 INSPECTION TICKET PAGE 35
Harnett County INSPECTOR: IVR DATE 1/13/10
ADDRESS 365 COTTLE LAKE DR SUBDIV: J L STONE
CONTRACTOR : S & D HOMEBUILDERS, LLC PHONE : (919) 669 -6327
OWNER . . : BAREFOOT MICHAEL SHANE & PHONE :
PARCEL . . : 07 -0589- - -0102- -38-
APPL NUMBER: 09- 50023304 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T /S: 11/23/2009 10:23 AM VBROWN - - --
COTTLE LAKE DRIVE, COTTLESTONE ESTATES
#34. 4215 TOWARDS ERWIN, AT HARNETT
COUNTY AIRPORT TURN LEFT ON OLD STAGE
RD, APPROX 300 YDS TURN RIGHT ON BRICK
MILL RD, SUB DIV ON LEFT APPROX 3 -4 MI
LOT ON MAIN RD(COTTLE LAKE DR) NEAR CUL
DE SAC ON LEFT.
STRUCTURE: 000 000 64X53.4 4BDR 2.5BATH SFD WITH GAR SLAB
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 4. PROPOSED USE • SFD
SEPTIC - EXISTING' • NEW SEPTIC WATER SUPPLY • COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
B101 01 12/16/09 BS R *BLDG FOOTING / TEMP SVC POLE VRU #: 001862050
12/16/09 AP T /S: December 16, 2009 12:01 PM BSUTTON
A814 01 12/31/09 BS ADDRESS CONFIRMATION VRU #: 001866672
12/31/09 AE No projection on garage wall foundation on inside, left
side wall. Highlighted on footing plan. Dig out, will check
at plumbing under slab
P309 01 1/12/10 BS R *PLUMB UNDER SLAB VRU #: 001869130
1/12/10 AP T /S: January 12, 2010 12:37 PM BSUTTON
B103 01 1/13/10 TIx R *BLDG FOUND & TEMP SVC POLE VRU #: 001869924
B111 01 1/13/10 Te R *BLDG SLAB INSP VRU #: 001869916
COMMENTS AND NOTES
q.36
PREPARED 3/12/10, 13:58:59 INSPECTION TICKET PAGE 17
Harnett County INSPECTOR: IVR DATE 3/15/10
ADDRESS . : 365 COTTLE LAKE DR SUBDIV: J L STONE
CONTRACTOR :,S & D HOMEBUILDERS, LLC PHONE : (919) 669 -6327
'OWNER : BAREFOOT MICHAEL SHANE & PHONE :
PARCEL . . : 07 -0589- - -0102- -38-
APPL NUMBER: 09- 50023304 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T /S: 11/23/2009 10:23 AM VBROWN - - --
COTTLE LAKE DRIVE, COTTLESTONE ESTATES
#34. 421S TOWARDS ERWIN, AT HARNETT
COUNTY AIRPORT TURN LEFT ON OLD STAGE
RD, APPROX 300 YDS TURN RIGHT ON BRICK
MILL RD, SUB DIV ON LEFT APPROX 3 -4 MI
LOT ON MAIN RD(COTTLE LAKE DR) NEAR CUL
DE SAC ON LEFT.
STRUCTURE: 000 000 64X53.4 4BDR 2.5BATH SFD WITH GAR SLAB
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 4.00 PROPOSED USE SFD
SEPTIC - EXISTING' • NEW SEPTIC WATER SUPPLY COUNTY
PERMIT: CPSP 00 CP * SPD
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS/COMMENTS
5101 01 12/16/09 BS R *BLDG FOOTING / TEMP SVC POLE VRU #: 001862050
12/16/09 AP T /S: December 16, 2009 12:01 PM BSUTTON
A814 01 12/31/09 BS ADDRESS CONFIRMATION VRU #: 001866672
12/31/09 AE No projection on garage wall foundation on inside, left
side wall. Highlighted on footing plan. Dig out, will check
at plumbing under slab
P309 01 1/12/10 BS R *PLUMB UNDER SLAB VRU #: 001869130
1/12/10 AP T /S: January 12, 2010 12:37 PM BSUTTON
B103 01 1/13/10 KS R *BLDG FOUND & TEMP SVC POLE VRU #: 001869924
1/13/10 AP Brad OK'd
T /S: 01/13/2010 01:21 PM KSLATTUM
B111 01 1/13/10 KS R *BLDG SLAB INSP VRU #: 001869916
1/13/10 AE No insulation in foundation - -need Rescheck.
T /S: 01/13/2010 01:21 PM KSLATTUM
R425 01 3/15/10 Tj _ FOUR TRADE ROUGH IN VRU #: 001894588
•/S/�y �_ #J
COMMENTS AND NOTES
Iti VMS VV‘
,
--- ...___..- , trues • . .._ - Truss Ty - - - --
!ors ors I Ply TAREFOOTMARNETT ---.
4258 � FSAREP - 1 FLOOR j 1 ! 1
:omtecri, Inc., F4ye11evino, N 20309 -- - - - - - -' - -' - -' Jab Reference (PpOonal)
7 s Dec 29 2009 MITI* Industries, Inc. Tve Mar 02 11:2:10 2010 Po
0-1 -8
0a-8. 1 -2-8 1.2- 2-8 1-2.6 1.2 -B 1 2 -8 -0
II -- �{I-- -iH-�I 11=-�I 1-6 -0 I F 1 -3 -I 9:9-1?; . - -4 0-1-8 seal =1,608
TO rN 5 • tut-0-2,
e G
Axe _ 364 r', 3x6 = 346 =
446 _ 384 II
1 0 6 9 10 11 \ 3x =
2 3 4 7
1 1 i i" j _ w e-6 C die - soma') /}7� 21
- '�'. •�: I �/I I I� I . v ■ / (,VT OLrt Rea (+vac, - v 27 43 °
o
a1 40 30 38 37 r 36 35 34 3332 31 f �w . . - ' �0. -fin v17•'Ltit
30
4 3x0 • 3x6 FP= Ixa = ,� 4 23
3x6 = 4x8
.... 4x4 le 386
•
. e Ce _
v BANK
I -. _.— 13 -10.14 14-0-10 ..
t3 -10-14 .._ . 411.4
PIpt9 eta S- 17 _ _ 18 -2 -12 - ...._.._{
5. rV) [441 B,Edge) [16:0 - 1.8,E-4ge). [76:0.1_8 Ed9 ?951._._ - -- -
LOADING(peO &PACING 2 ---- -_._ .., ...._...__.... ... _ .__. _.._ .__..
TCLL 40.0 Plates Increase 1.00 I TC 0.70 , Ven(LL) -0.17
In c) Udell LAI 1 25-25 x999 480 M GRIP
TOOL 10.0 Lumber Increase 1.00 I ec 0.85 Vert(TL) -0.27 25-28 x725 380 2441190
BOLL 0.0 Rep Stress Inor NO I WB 0.64 I Hort(TL) 0.04 23 n/a Ne
9001 6.0 Code 1R02903(Tp(2®2 (Matrix)
-
Weight: 169 lb
LUMBER
TOP CHORD 4 X 2 $YP No,1 'Except- BRACING - --
12: 4 X 2 8YP 96 TOP CHORD Structural wood sheathing directly applied or 6-0-0 co purlins.
except ed SOT CHORD 4 X 2 SYP n10.1 *Except" BOT CHORD Rigid ceiling directly applied or 8 -0-0 cc bracing.
WEBS 4 X 2 9 P&No.3 2850F 2.3E
REACTIONS (Ib/eiae) 41=1028/0-3-0, 30=2803/01.8, 23 =688/Mechanical
Max Gm 41 =1091(LC 2), 30 =2603(LC 1), 23 =780(1.0 3)
FORCES (lb) - Maximum Compression /Maximum Tension
TOP CHORD 41-42= -96/0, t -95/0, 2343= -34/0, 22.43=•34/0, 1.2 =5/O. 2 -3= 1901 /0, 34 45=- 2580/0, 5$ =- 2580/0,
13-14 =-391//11 5, 14 - 1588 /642, 6-94989 $.16=• 940 2 189/440.
588/642, 0 610-11=0/2621, 11 /275,117 -18 21144/2758.194218610,
19- 2 0 =- 2186/0, 2 04 1 4 1360/0, 21.22= -2/0
BOT CHORD 40-41=0/1153, 39.40= 0/1153. 38- 39=0/2580, 37. 38=0/2680, 36-371/2715 35-36 =0/2715, 3
33 -34- 425/1831, 32.33= •125/1831,31 -32=- 840/0,30 -31 =- 840/0,29 -30 =- 1592/0, 28- 29=- 888/1109,
77- 28 =- 275/2144, 26.27= 475/2144, 25-28 =0/2308, 24- 25=0/1874, 23-24 =0/834
WEBS 11.30 = .239/0 2 -4 1 =- 1519/0,2.40 =0/37, 2 -39 =0/1009, 339= 259/61,4-39=-916 /0, 4 -38 470/223, 5-372 .223/0,
6.37=.249/474. 6- 36428/114, 8 -35 4529!0 7- 35 8-35 -0/842, 8-34 =0(18, 6.32 1 2.30 4 1509/0,
1249= 0/1177, 14-29 = - 1132/0, 14-28=0/757, 1 5-28 =0/309, 1 8- 28 1 6 - 27= 0/464, 2143= - 1107/0.
2144= 0/732, 20.24= 714/0, 20-25=48/397. 19- 25457/9, 18- 254193/140, 1 8.26 2 •588/0, 17.26 9/126,
9-32 =- 220/0. 10.32= 0/1584, 10- 31 =-8/3, 10 -30 =- 2297/0
JOINT STRESS INDEX
1 = =0.71.3 =0.59,4 = 058,5 a 0.58,6 = 0.57, 7 = 058,6 =0.66, =056, 10a 088, 11 = 0.35, 12 = 0.66,13 =0.39.14= 0.82, 15=0.55.16 =0.82, 17=
0.68,18 = 0.51,19= 0. 58, 20 = 0.51,21 =0.79,22 =0. 58,232 0.58,24 = 0.76,2540.57, 26 =0 . 58,27 = 0.83,29 = 068,30=0.76,31= 0 = 0 . 88 ,
33 =0.60,34 =0 .58,35 = 0.86,36 =0.58,37=0.58,38= 0. 58, 39 = 0.71,40=0.58,41 0.74,42= 0.00,42= 0.57,43= 0.00 and 43 =0.57
VOTES •
1) Unbalanced flow live loads have been considered for this design.
I) All plates are 1.54 MT20 unless otherwise instated,
I) Plates checked for a plus or minus 1 degree rotation about ifs center.
N Refer 10 glyder(s) for truss to Irss connections.
i) This truss Is designed in accordance with Iho 2003 International Residential Code sections R502.11.1 and R802.10,2 end
referenced standard ANSIrrpI 1.
•) Recommend 2x6 atrongbacks, en edge, spaeed at 10-0 -0 oc and festened 19 each truss with 3 -10d (0.131 "X 3 ") nails.
<ongbetks 10 be attached lo walls at their outer ends or restrained by other means
) CAUTION, Do not erect truss backwards.
OAD CASE(6) Standard
,ntinued on page 2
IJUUL /UUZ
p Ob .�.._. Tnua IT /vat TYPO -
Qty PAY BAREFOOT /HARNETT
IJ95Y5e IFSAREP FLOOR
1
L _.
COmIQOn, Inc., P5Ybe0oiIIo, NC 25009 — — - - -- Job Reference (optional)
7.220 9 Dec 29 2999 MTek IneueVk., Inc. Tue Mar 92 11:2 10 2070 Pag Z
LOAD CA$E($) S%onoard
1) Floor. Lumber Inereero =1.00, Plato Incroase =1.00
Uniform Load. (pl!)
Vert: 2341 =.10, 1•11-175, 11- 22=- 100 - -- - - -
•
I
- • - - - - -'. ' ,.0 ”.,WjjEJ. [RI -CITY INSULATION PAGE 01
I
Generated by RES check - Web Software
Com C erti fi c at e
Energy Code: 2008 IRC
Location: BuieS Creek, North Carolina
Construction Type: Single Family
Glazing Area Percentege: 19%
Heating Degree Days: 3502
Climate Zone: 4
Le''Construetion Site: Owner /Agent: Designer/Contractor:
Cottle Lake Shane Barefoot es^ry ani e U S 1— Le t
North Caroline Buiea Creek, Nortn Carolina s -r Uo M E tt t
allt4`:i 1 a�r }.;:i-1 i 4 ;41;F:::":''';;4': lJ I A
l
�'.l.eLl ' la' � NA�fi� 1 i , r 1 4 e � 's'I ^ _ 1 11 1 i � I � ., ^ .. ) i �,
:rib � 1
Compliance' Maximum UA: 814 Your UA: 520
;. :.. Cr ess -. Cavity Cont. ' Glazing ..," UA
..
AsHamhly., - ! Aron or R -Value R -Value
. or [Aron_
-. ,, , : Penmeter .., U- Factor
Ceiling: Flat or Scissor Truss 1432 35.0 38.0 20
Ceiling: Cathedral 336 30.0 30.0 6
'Nali: Wood Frame, 181n. o.C. 2829 13.0 13.0 101
Window: Vinyl Frame. 2 Pane w/ Low -E 469 0.350 164
Door Solid 18 0.160 3
Door: Glass 33 0.200 7
Floor: Ail -Wood Joist/Truss Over Uncand. Space 555 19.0 19.0 17
Floor: Unheated Stab -On -Grade 194 0.0 202
Insulation depth: 0.
. Compliance Statement: The proposed building design described here is consistent with the building plans, specifications. and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2006 IRC requirements in
REScheck -Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
a(JEC"43441 Ii.._ / --
Name - Title '• - re a
Project Notes:
The Barefoot Plan
Project Title: R
Data filename: sport date. 27!10
al
Page 1 al 3
JAN -27 -2010 WED 03:47PM ID:S & 0 HOMEPIITI hppq. 11 r .
_ -- - - "' "" "' " IRI -CITY INSULATION PAGE 02
r e.
Generated by RESebeck -W Softw
I nspec ti o n Chec klist
Ceilings:
U Ceiling: Flat or Scissor Truss. R -38.0 cavity . R -38,0 continuous insulation
Comments:
U Ceiling: Cathedral, R -30.0 cavity + R -30.0 continuous insulation
Comments:
Above - Grade Walls:
U Wall: Wood Frame, 161n. o.c.. R -13.0 cavity • R -13.0 continuous insulation
Comments: -
Windows:
❑ Window: Vinyl Frame, 2 Pane w! Low -E, U- factor, 0.360
For windows without labeled U- Factors. describe features:
•Panes _._ Frame Type Thermal Break? — Yes __ No
Comments:
Note' Up to 15 sq,ft, of glazed fenestration per dwelling is exempt from U- factor and SHGC requirements.
Doors:
,.J Door: Solid. 1J-factor: 0.160
Comments:
❑ Door: Glass. U- factor; 0.200
Comments:
Floors: •
U Floor, AD-Wood Joist/Truss Over Uncond. Space, R -19.0 cavity • R -19.0 continuous insulation
Comments:
Floor insulation is installed In permanent contact with the underside of the subfloor decking.
J Floor: Unheated Slab -On- Grade. R-0 (unlnsulated)
Comments:
Alr leakage:
U Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed.
L] Recessed lights are either 1) Type IC rated with enclosures seeledfgasketed against leaks to the ceiling, or 2) Type IC rated and ASTM
E283 labeled, or 3) Installed inside an air -tight assembly with a 0.5" clearance from combustible materials and a 3" clearance from
insulation.
Materials Identification and Installation:
o Matedats and equipment are installed In accordance with the manufacturer's installation instructions.
u Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R- value.
Li Materiels and equipment ere identified so that compliance can be determined.
t] Manufacturer manuals for alt installed heating and cooling equipment and service water heating equipment have been provided.
p Insulation R- values and glazing U- Factors are clearly marked on the building plans or specifications.
Duct Insulation;
U Ducts in unconditioned spaces or outside the building are insulated to at least R -0.
J Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R -9.
Duct Construction:
Project Title: Report date: 0112710
Data filename: Page 2 of 3
JAN - 27 -2019 WED 03:47PM ID: S & D HOMEPI ITI r)FP . I 1 r
•
'LW • ti■-• sitJ4C4b771t1 TRI -CITY INSULATION PAGE 03
;J Air handlers, filter bores. and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and
mechanically fastened.
...1 All joints. seams. and connections are made substantially airtight with tapes. gaskehng, mastics (adhesives) or other approved closure
systems. Tapes and mastics are rated UL 181A or UL 1818.
• Building framing cavities are nal used as supply ducts.
• Automatic or gravity dampers are Installed on all outdoor air intakes and exhausts.
-- - - Additional requirements for tape sealing and metal duct crimping are included by an•nspeotion for compliance with the International
Mechanical Code.
Temperature Controls:
▪ Thermostats exist for each :separate HVAC system. A manual or automatic means to partially restrict or shut off the heating andlor
cooling input to each tone or floor is provided.
Circulating Service Hot Water Systems;
U Circulating service not water pipes are Insulated to R-2.
u Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the
system IS not in use.
Certificate:
u A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R- values: window
U-factors'; type and efficiency of space - conditioning and water heating equipment.
NOTES TO FIELD: (Building Department Use Only)
•
•
Project Title: . -_._..
Data filename: Report date: 01i27170
•
Page 3 or 3
JAN -27 -2010 WED 03:48PN ID:R R n WnMRPI in ncoo
, _„ _,. -.. _....a irti 1ItULHI1UN PAGE 04
C...1 2006 FRS' Energy
It Effich� my .% .".in
y tosUlg,,,a ! ,! I' i ating
R value
Ceiling / Roof 76.00
Well 28.00
now l Foundation 38.00
Ductwork (uneondlttoned spaces(: _
4aa W , ' u FBGtar `i',SHGC .
! ter t !� !DO}" Nailing'.:'. �...: "(, '
Window 0.33
Dow 0.20 NA
Heating system:
Cooling System:
Water Hester:
tormitasssiounwenatictisaniS— NO
Name: Date:
Comments:
JAN -27 -2010 WED 03:48PM ID:S & D HDMEBLIILDERS, Ili oar_c.A
PREPAR /19/10, 14:08:35 INSPECTION TICKET PAGE 1
Harney:: ty` INSPECTOR: IVR DATE 3/22/10
ADDRESS i : 365 COTTLE LAKE DR SUBDIV: J L STONE
CONTRACTOR : S & D HOMEBUILDERS, LLC PHONE : (919) 669 -6327
OWNER :BAREFOOT MICHAEL SHANE & PHONE :
PARCEL : 07 -0589- - -0102- -38-
APPL NUMBER: 09- 50023304 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T /S: 11/23/2009 10:23 AM VBROWN - - --
COTTLE LAKE DRIVE, COTTLESTONE ESTATES
#34, 4215 TOWARDS ERWIN, AT HARNETT
COUNTY AIRPORT TURN LEFT ON OLD STAGE
RD, APPROX 300 YDS TURN RIGHT ON BRICK
MILL RD, SUB DIV ON LEFT APPROX 3 -4 MI
LOT ON MAIN RD(COTTLE LAKE DR) NEAR CUL
DE SAC ON LEFT.
STRUCTURE: 000 000 64X53.4 4BDR 2.5BATH SFD WITH GAR SLAB
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 4.00 PROPOSED USE • SFD
SEPTIC - EXISTING' • NEW SEPTIC WATER SUPPLY • COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
2101 01 12/16/09 BS R *BLDG FOOTING / TEMP SVC POLE VRU #: 001862050
12/16/09 AP T /S: December 16, 2009 12:01 PM BSUTTON
A814 01 12/31/09 BS ADDRESS CONFIRMATION VRU #: 001866672
12/31/09 AE No projection on garage wall foundation on inside, left
side wall. Highlighted on footing plan. Dig out, will check
at plumbing under slab
P309 01 1/12/10 BS R *PLUMB UNDER SLAB VRU #: 001869130
1/12/10 AP T /S: January 12, 2010 12:37 PM BSUTTON
B103 01 1/13/10 KS R *BLDG FOUND & TEMP SVC POLE VRU #: 001869924
1/13/10 AP Brad OK'd
T /S: 01/13/2010 01:21 PM KSLATTUM
B111 01 1/13/10 KS R *BLDG SLAB INSP VRU #: 001869916
1/13/10 AE No insulation in foundation - -need Rescheck.
T /S: 01/13/2010 01:21 PM KSLATTUM
R425 01 3/15/10 FOUR TRADE ROUGH IN VRU #: 001894588
3/15/10 DA 1. Install and test fireplace 2. Need a stud behind master
shower for osb joint support. 3.Plans call for 6 jackstuds
at 24 inch lvl over kitchen. 4. Plan shows 13 inch LVL near
stairway, 9.25 installed. This LVL also needs to be
shimmed.
OK TO SIDE /INSULATE
I129 01 _ 3/ 2J10 E R *INSULATION INSPECTION TIME: 17:00 VRU #: 001897487
T /S: 03/19/2010 09:52 AM RDCONTE
PER BRAD OK TO SIDE & INSULATE.
R425 02 3/22/10 TR FOUR TRADE ROUGH IN TIME: 17:00 VRU #: 001897966
.4.1. pi T /S: 03/19/2010 02:08 PM NTART
COMMENTS AND NOTES
03/18 TUE 11:13 FAX 9108644444 COMTECH INC VIJ002/002
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Member Data
Description: Member Type: Girder Application: Floor
Top Lateral Bracing: Continuous
Bottom Lateral Bracing: Continuous
Standard Load: Moisture Condition: Dry Building Code: IBC / IRC
Dead Load: 15 PLF Deflection Criteria: L/4130 live, L /360 total 0.750" max. LL
Live Load: 40 PLF Deck Connection: Nailed Member Weight: 8.8 PLF
• Filename: KV51
Other Loads
Type Trlb. Dead Other
(Description) Begin End Width Start End Start End Category
Additional Uniform (PLFL 0' 0.00" 5' 6.00" 234 700 Live
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560
500
Bearings and Reactions
Location Type input Length Min Required Gravity Reaction Gravity Uplift
1 0' 0.000" Wall 3.500" 1.500" 2526* --
2 5' 0.750" Wall 3.500" 1.50D" 2526* —
Maximum Load Case Reactions
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Dead Uve
653# 1873#
2 e5311 9734
Design spans
S 0.750"
Product BroadSpan 1.9E LVL 1 3/4 c 91/4 2 ply
Component Member Design has Passed Design Checks."
Design assumes continuous lateral bracing along the top chord.
Design assumes continuous lateral bracing along the bottom chord.
Allowable Stress Design
Actual Allowable Capacity Location Loading
Positive t•/Omenl 3197. 11905.40 26% 2.53' Total Toad D +L
Shear 1757.4 6269.4 26% 0.01' Total load D +L
Max. Reaction 2526.# 9188.# 27% 0' Total load D +L
TL Deflection 0.0336 0.1888" L/900+ 2.53' Total load D +L
LL Deflection 0.0249" 0.1260' L'999+ 2.53' Total load L
Conroe: Shear
DCLs Liv = 100% Snow Roof =125% WMneal60%
Manufacturer's installation guide MUST oe consulted for multi -ply connection details and alternatives
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PREPARED 5/24/10, 15:02:42 INSPECTION TICKET PAGE 1
Harnett County INSPECTOR: IVR DATE 5/25/10
ADDRESS . : 365 COTTLE LAKE DR SUBDIV: J L STONE
CONTRACTOR : S & D HOMEBUILDERS, LLC PHONE : (919) 669 -6327
OWNER . . : BAREFOOT MICHAEL SHANE & PHONE :
PARCEL . . : 07 -0589- - -0102- -38-
APPL NUMBER: 09- 50023304 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T /S: 11/23/2009 10:23 AM VBROWN - - --
COTTLE LAKE DRIVE, COTTLESTONE ESTATES
#34. 4215 TOWARDS ERWIN, AT HARNETT
COUNTY AIRPORT TURN LEFT ON OLD STAGE
RD, APPROX 300 YDS TURN RIGHT ON BRICK
MILL RD, SUB DIV ON LEFT APPROX 3 -4 MI
LOT ON MAIN RD(COTTLE LAKE DR) NEAR CUL
DE SAC ON LEFT.
STRUCTURE: 000 000 64253.4 4BDR 2.5BATH SFD WITH GAR SLAB
FLOOD ZONE • FLOOD ZONE X
# BEDROOMS 4.00 PROPOSED USE • SFD
SEPTIC - EXISTING • NEW SEPTIC WATER SUPPLY COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
B101 01 12/16/09 BS R *BLDG FOOTING / TEMP SVC POLE VRU #: 001862050
12/16/09 AP T /S: December 16, 2009 12:01 PM BSUTTON
A814 01 12/31/09 BS ADDRESS CONFIRMATION VRU #: 001866672
12/31/09 AE No projection on garage wall foundation on inside, left
side wall. Highlighted on footing plan. Dig out, will check
at plumbing under slab
P309 01 1/12/10 BS R *PLUMB UNDER SLAB VRU #: 001869130
1/12/10 AP T /S: January 12, 2010 12:37 PM BSUTTON
B103 01 1/13/10 KS R *BLDG FOUND & TEMP SVC POLE VRU #: 001869924
1/13/10 AP Brad OK'd
T /S: 01/13/2010 01:21 PM KSLATTUM
3111 01 1/13/10 KS R *BLDG SLAB INSP VRU #: 001869916
1/13/10 AE No insulation in foundation - -need Rescheck.
T /S: 01/13/2010 01:21 PM KSLATTUM
R425 01 3/15/10 BS FOUR TRADE ROUGH IN VRU #: 001894588
3/15/10 DA 1. Install and test fireplace 2. Need a stud behind master
shower for osb joint support. 3.Plans call for 6 jackstuds
at 24 inch lvl over kitchen. 4. Plan shows 13 inch LVL near
stairway, 9.25 installed. This LVL also needs to be
shimmed.
OK TO SIDE /INSULATE
I129 01 3/22/10 KS R *INSULATION INSPECTION TIME: 17:00 VRU #: 001897487
3/22/10 AP T /S: 03/19/2010 09:52 AM RDCONTE
PER BRAD OK TO SIDE & INSULATE.
R425 02 3/22/10 KS FOUR TRADE ROUGH IN TIME: 17:00 VRU #: 001897966
3/22/10 AP /!' /S: 03/19/2010 02:08 PM NTART
H824 01 4/23/10 JM J ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU #: 001915891
4/23/10 AP T /S: 04/26/2010 10:33 AM SSTEWART
T /S: 04/26/2010 10:33 AM SSTEWART
A814 02 5/24/10 FB\ ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001932003
5/24/10 Ay" T /S: 05/24/2010 02:05 PM NTART
N T /S: 05/24/2010 02:53 PM FBURGESS
V\
n ) CONTINUED ONTO NEXT PAGE
C
PREPARED 5/24/10, 15:02:42 INSPECTION TICKET PAGE 2
Harnet$ County INSPECTOR: IVR DATE 5/25/10
ir. r
ADDRESS . : "365 COTTLE. LAKE DR SUBDIV: J L STONE
CONTRACTOR : S & HOMEBUILDERS, LLC PHONE : (919) 669 -6327
OWNER . . : BAREFOOT MICHAEL SHANE & PHONE :
PARCEL . . : 07 -0589- - -0102- -38-
APPL NUMBER: 09- 50023304 CP NEW RESIDENTIAL (SFD)
REQUESTED INSP DESCRIPTION
TYP /SQ COMPLETED RESULT RESULTS /COMMENTS
V IE
365 COTTLE LAKE DR COATS, NC 27521 LOT 34
R431 01 5/25/10 TI FOUR TRADE FINAL >2500 VRU #: 001931896
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� 5 COMMENTS AND NOTES
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/ County ofHarnett
Building Inspections Department
Planning Services $..
Certificate off Compll annce: Occupancy: IV I Certificate issued pursuant to the requirements of North Carolina General Statute 153A -363 and Harnett
County Zoning Ordinances. This certifies at the time of issuance, this structure was in compliance with the
various ordinances of ee C• my of Harnett an. he North Carolina State Building Codes. For the following: r
Use Classification; � _
. . K Permit Numbers .
Name: c tea
: _ ---e \ 't _ „ to Building: O
Electrical:
�� Address: ? s C S ((di
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■ Mechanical: D -
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ti Date: 5 251 0 Building Official:
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