INSPECTIONS
PREPARED 9/09/09, 14:03:34 INSPECTION TICKET PAGE 54
Harnett County INSPECTOR: IVR DATE 9/10/09
ADDRESS . : 209 REGAL CREST DR SUBDIV: REGAL CREST 13LOTS
CONTRACTOR DUSTIN BLACKWELL, INC PHONE (919) 606-4696
OWNER J BLANCHARD FARMS LLC PHONE
PARCEL 05-0633- - -0013- -03-
APPL NUMBER: 09-50022666 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 08/14/2009 04:24 PM VBROWN
REGAL CREST SUB DIV #4, 209 REGAL CREST
DRIVE. 401N, LEFT CHRISTIAN LIGHT RD
3.7MI, LEFT ON RIVER RD .5MI, RIGHT ON
REGAL CREST DRIVE, LOT 4 ON LEFT.
STRUCTURE: 000 000 6OX60 4BDR 3.5BATH SFD WITH GAR CRAWL
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 /10/09 TC R*BLDG FOOTING / TEMP SVC POLE VRU 001819598
- - - COMMENTS AND NOTES
PREPARED 9/16/09, 14:02:04 INSPECTION TICKET PAGE 39
Harnett County INSPECTOR: IVR DATE 9/17/09
ADDRESS 209 REGAL CREST DR SUBDIV: REGAL CREST 13LOTS
CONTRACTOR DUSTIN BLACKWELL, INC PHONE (919) 606-4696
OWNER J BLANCHARD FARMS LLC PHONE
PARCEL 05-0633- - -0013- -03-
APPL NUMBER: 09-50022666 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 08/14/2009 04:24 PM VBROWN
REGAL CREST SUB DIV #4, 209 REGAL CREST
DRIVE. 401N, LEFT CHRISTIAN LIGHT RD
3.7MI, LEFT ON RIVER RD .SMI, RIGHT ON
REGAL CREST DRIVE, LOT 4 ON LEFT.
STRUCTURE: 000 000 60X60 4BDR 3.5BATH SFD WITH GAR CRAWL
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 9/10/09 BS R*BLDG FOOTING / TEMP SVC POLE VRU 001819598
9/10/09 AP Footing is approved to pour. incorrect permit card in box.
Also need premise number from progress energy to release
power for t-pole
B103 01 /17/09 TI R*BLDG FOUND & TEMP SVC POLE VRU 001822758
4, (7-Dq a
- COMMENTS AND NOTES - - -
BP006U01 Harnett County 9/17/09
Edit Narrative 11:06:98
Application number, type 09 50022666 CP NEW RESIDENTIAL (SFD)
Proprerty'address . . . . . . 209 REGAL CREST DR
Type information, press Enter.
1. Remove all debris from front porch. Fill for slab shall
be either sand fi fl or stone Apply damproofing from
footing to final grade height, leave open for nspection.
Will check at open floor.
More...
F3=Exit F5=Copy F6=Insert F7=Delete FS=Time stamp
F12=Cancel F21=User defaults
PREPARED 9/18/09, 13:59:40 INSPECTION TICKET PAGE 25
Harnett County INSPECTOR: IVR DATE 9/21/09
ADDRESS : 209 REGAL CREST DR SUBDIV: REGAL CREST 13LOTS
CONTRACTOR : DUSTIN BLACKWELL, INC PHONE (919) 606-4696
OWNER J BLANCHARD FARMS LLC PHONE
PARCEL 05-0633- - -0013- -03-
APPL NUMBER: 09-50022666 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 08/14/2009 04:24 PM VBROWN
REGAL CREST SUB DIV #4, 209 REGAL CREST
DRIVE. 401N, LEFT CHRISTIAN LIGHT RD
3.7MI, LEFT ON RIVER RD .SMI, RIGHT ON
REGAL CREST DRIVE, LOT 4 ON LEFT.
STRUCTURE: 000 000 60X60 4BDR 3.5BATH SFD WITH GAR CRAWL
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
- -
-101 01 9/10/09 BS R *BLDG FOOTING / TEMP SVC POLE VRU 001819598
9/10/09 AP Footing is approved to pour. incorrect permit card in box.
Also need premise number from progress energy to release
power for t-pole
B103 01 9/17/09 BS R*BLDG FOUND & TEMP SVC POLE VRU 001822756
9/17/09 AE 1. Remove all debris from front porch. Fill for slab shall
be either sand fill or stone.2. Apply damproofing from
footing to final grade height, leave open for inspection.
Will check at open floor.
A814 01 9/21/09 TI ADDRESS CONFIRMATION VRU 001824374
B105 01 21/09 TI_ _ R*OPEN FLOOR VRU 001824358
- COMMENTS AND NOTES -
PREPARED 10/08/09, 14:08:51 INSPECTION TICKET PAGE 37
Harnett Cpuntyl INSPECTOR: IVR DATE 10/09/09
61 F?
ADDRESS . :209 REGAL CREST DR SUBDIV: REGAL CREST 13LOTS
CONTRACTOR DUSTIN BLACKWELL, INC PHONE (919) 606-4696
i..
OWNER J BLANCHARD FARMS LLC PHONE
PARCEL 05-0633- - -0013- -03-
APPL NUMBER: 09-50022666 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 08/14/2009 04:24 PM VBROWN
REGAL CREST SUB DIV #4, 209 REGAL CREST
DRIVE. 401N, LEFT CHRISTIAN LIGHT RD
3.7MI, LEFT ON RIVER RD .SMI, RIGHT ON
REGAL CREST DRIVE, LOT 4 ON LEFT.
STRUCTURE: 000 000 60X60 4BDR 3.513ATH SFD WITH GAR CRAWL
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 9/10/09 BS R*BLDG FOOTING / TEMP SVC POLE VRU 001819598
9/10/09 AP Footing is approved to pour. incorrect permit card in box.
Also need premise number from progress energy to release
power for t-pole
B103 01 9/17/09 BS R*BLDG FOUND & TEMP SVC POLE VRU 001822758
9/17/09 AE 1. Remove all debris from front porch. Fill for slab shall
be either sand fill or stone.2. Apply damproofing from
footing to final grade height, leave open for inspection.
Will check at open floor. -
B105 01 9/21/09 BS R*OPEN FLOOR VRU 001824358
9/21/09 AP T/S: September 21, 2009 10:26 AM BSUTTON
A814 01 9/21/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001824374
9/22/09 AP 209 regal crest dr lot 4
fuquay varina 27526
T/S: 09/22/2009 04:24 PM TWARD
R427 01 ~100/~099/.0099 I FOUR TRADE ROUGH IN >2500 VRU 001833706
COMMENTS AND NOTES
I.
rHb 4YY
sss ss
s8
.j NN
-A ON
~~((/p(' 14y~~~Xy6e4~9
6e Qi ••Kp yMy IIIm~3N B
@@ 6~ ~g~@@ ~9~9~°HH o
® 8S8~ 88S X p"G %
Ell MH. 1 919s ~
au mmg~~
S'yW fqJ VZ~~~ ~ m
13
ONZ a $€°F
sO1 ao,g ••a
'~"W m zaq
z~ r oRa°- Hi s = z
Se9 woowo g;g a 2g,! Y $
sa Ey4 €
o S ic 9
~ 0
«oF s 66 F ~a e5=g~
Woo 0'"! w "7 ; g
d
All
o'ww S $ a 3: 5?$3 a 5
g f. w:~:~ ~ n ~ J a~ 4~6gty
b toooooo 0 n a wZZ ~ a 99e SaY s s
4.W~~ 891 E
w (2 10 6 5
F ~ooooo ~ ¢ ~ OWLS m pmE
wzO
° ~~88 fig: s 2aW ~o~~ = gga¢ F
yO° ~ 9~~inw ~ lJirc O ~~~8 ~ ~E EE an ~ 1
~ t7 g ~n gg ~u,
`y Roo d oi
g' Q omo el t3 - p o o
5~~ 8B ~B ~ m X8 a o ~ :i=5a<a~! v
mot ow H T5
'R PC 0
B m e ° mYoo ~~~8 as sa "e 6e m
98m a
xgf2w t= ~;fit 8 gd g yleaSi4x -as
8 Sg~ZEg ! 'Um
g O66 zq~Bm 5 , 5d a}w O
° •'w F~ 3"[ult iEw S6o°a ga cEaS
r~o n am m o0 E b $s u°g ddS8 ~
m $agpoE~~=
imw '~2 4 E.$fi_~E E9~~ l0
9
O wmZ E
3i$O~ ° ff~8 ow J r E S os
51 0
0002 2
2 HEM, ~ 9 C • n gg Gp•'~ qi: p
i7yae'iw Uy w _ ° "g& E{ $ FUG
Z d RM-0 12 Jjk a Co
w 3 F w z ..b p3 e~ 9=a
z au w ~ ei Bi~L~ G7 o P•g9 s°zg
w yd3zwn n s- $o ° i°F-3~~°°_ ~o a 3iE•fi s°F
$ 8m a 9'0 ~ Qowmm `3 ~s ti° °'e ~ m i m^w g~:~ f~E fl.
5~8g 8~~~" oao j~eg3
o "8 z ~gm m 8 88°
x ri w, (7S O mw uiaz Q 5$.P _q•
~gm o 8 8 OR
$ 3•€~ E e
g 8~l~ $GL"ITNU o .a°o m.3z < ~p 10"a' 3~ n e~.o 4$s
m m m_ ~n n o w r$is N
n $ g ~ ga m0 ~ 2 'i ¢C ® 9 F a~ E r•i .5 € E N
w p9 pp g U
$ g i3ron58x a
~ 8g9i_ LLSo~ 8n 8 N 5 E@ i .1
w d G z ggd_ n! t
F g
0
a
mmo mrr rwa
ou4n moo 00
~ 'n NN+lOD00 wri
min oil a'n ^s egg^9
EE++'' o '~'~SS
loll 11 of I N a~
LL ~ a a
7} c $
>N w ~is w
da- oa e$~LL 3 x
3wn~ rq~ O m
s z 8 €r
TWO 8 5~og
of
;-'1?
em(N. gg##
'arc r9 wooo.~o ~ E$ Pimps 3
~,~x °F s: 5ES Y e
5z 5
N ooam~~ h ~ o$ ~S LE i
mo0oo
t7 yppp 89 g=~ LL ~3 aF6i Q
g £o ~~eB4 2 Y
p tl1000000 QJW m T'.2
°ooo°°°oo ;g m z~ u oe -e£3 3 @
LLO ~ E8 °s¢t ~ 0 2
w F,~q ~oyy °°yy yoy y°oy oyyog ~°„qc 4a. o"'Z x ~ ES ~$€°a
°m~ pS663a ~~iyQ g ~wa o j =P~$Em~g ~ n
u ~p( O qNN~~N 260 ~ 5--
H " rz is $ `Ps
o m nN j m w ,-a m ~ ug°`ESg 3-
O ¢00 d ¢ei~ wz
O
O OS iO Ow~
~z 1O 000 00 LLr~Z o ~x 8 €„ig _y4 dx g
5wF ~ FFF FF yj WO mF J 5§ess •5$i~. ~
a~LL F p 3~OF w wi£w w °°=°xaa°gu-
pis 9~ ems a°LL~ " ~o H 6$$~~a;~ ~~Fc
?O m w m~~F m mSy..a _6t~EgqTE U
Src $j }}yy{( a g WOg p m E8L°'c3°SeEgo
m
y m ad~~ Vg % $Fw n° o~'°•ges5 3~8 a
m s 8~~ < v~i6~W a See s$o~fi„°_
z fa m u rz Tno $ E8e6E$$°c$8
sw~ „ aa ~ wi Fz q~& ~i0~ s"os cs n@ ~
~9 a ~~.3 Sa` ES~nfeee
00 111111 Fm rc Erg g?.~.~i C
zu.- a nm~< o $€a 6E-s 9w o
3 =~mm a gm~m < ~ H„~y~ g 8~sci
MW >
w
U' nF4iU w g z ogn~ z w . °B
m ~ O x.11OCi, m a `gv C➢ F
m ~w o $ yg a wYZZamiso S s S m beep ~$i O
4l ~ ~d: "~~jga r¢ JOk ~mObpLL$y`a ~i F ° 0 0 8!o`ea 3$G
ELLa ~S w~ rTL Z` ~0 am ry bbb EPE$~ wig
u i z4E
v -Mn m Op Ou w0 ~z nu ~m0 ~Aw Zm - d0 aC ~'o!
m 'a m mi :gym rg
nEB L•OYE€ L
E zm0 6 OOm i ~www 'u ~Zm~
9
rc gy$~J~jc rzaY mi muQ S $8w.$yzy11 e; gF". ~ww eeaF$ .
m 4ZjJjOdf CJOZO OO NW5gQ6 YI<Z1 < EK m 000;_-P .4°~
Gm~z"5m mi iopZa~~
g ;o~°os Homws3=~~$ Fm" °i E Sze= E€~
mLL_ m _ J
~
N ~~i~w Sow°uia °dOat7 old ma50 r' r 3a a2gv b Fig m
m~ ~wwg5 ga~ym~ ow'-9 JF ~'.,mxow fap, gF *yg
m $rr-s5ro~nSSvyoF$
LL
a
Job Truss Truss Type Qty ply Blackwell / Thomas Roof I Harnett
J93921 C2 ATTIC 1
3 Job Reference (optional)
.Comtech. Inc.. Fayetteville. NC 28309 7.200 s Sep 14 2009 MiTak Industries. Inc. Fri Oct 09 11:38:12 2009 Page 1
0-04 61-12 1044 13-1-0 16.1.12 2044 26-2-0
61-12 3-10.8 3-0-12 3-0-12 3-108 6-1.12
8x12 11 Scale =1:87.5
4
3x7.5 MT16=
3x7.5 MT16=
11.50 12 3 5
3x10 11 11
3x1
3x4 II 0 11
2 1 6
T v
n
m
0 13.5.0
1 a 7
q gi,
B1 83
10x10 G 8 Rip Filler Chord to 293/490 12 10x10 J
5x8 II 5x8 II
6x8 11 5x8 I I 5x8 11 8x8
5x8 11 8x8 -
i 26-2-0 x12.5 Mf16~
04-0 6.1-12 2044 262-0
61.12 13-10.8 61-1 2
Plate Offsets X. 1:E e,0-0-4. :0-0-13.E e, 8:0-2-4.0-2-8. 10:0-0-8.0-2-4
LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.73 Vert(LL) -0.24 8-10 >999 360 MT20 2441190
TCDL 10.0 Lumberlncrease 1.15 BC 0.53 Vert(TL) -0.56 8-10 >557 240 MT16 171/147
BCLL 0.0 ' Rep Stress Incr NO WB 0.29 Horz(TL) 0.03 7 rJa nla
BCDL 10.0 Code IRC2003(TP12002 (Matrix) Attic -0.11 8-10 1472 360 Weight: 975 lb
LUMBER BRACING
TOP CHORD 2 X 10 SYP 240OF 2.0E TOP CHORD Structural wood sheathing directly applied or 6-&0 oc
BOT CHORD 2 X 12 SYP 240OF 2.OE'Except' purlins.
B2: 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2 X 6 SYP No.1 'Except' JOINTS 1 Btace at Jt(s): 11
W2: 2 X 4 SYP No. 1, W3: 2 X 4 SYP No.3
REACTIONS (01/size) 1=7763143-8. 7=7167/0-3-8
Max Horz 1=348(LC 3)
Max Uplittl=572(LC 5). 7=496(LC 6)
FORCES (lb) - Maximum CompressionlMaximum Tension
TOP CHORD 1-2=-9853/1153, 2-3=44771636, 3-0=289/2071.45=-249/1846. 516--4702/676, 6-7=957511102
BOT CHORD 1-8=-53115774. &9=-53615822, &1 0=51 315 5 86, 10-12-=7532/5779.7-12=532/5779
WEBS 3-11=884711350.5-11=-8847/1350.2-8=-687!7536.6-10=755/6808.4-11=55/790
NOTES
1) 3-ply truss to be connected together with 10d (0.148"x3") rails as follows:
Tap chards connected as follows: 2 X 10 - 2 rows at 0-9-0 cc.
Bottom chords connected as follows: 2 X 12 - 2 rows at 0-7-0 oc. 2 X 4 - 1 row at 0-7-0 cc.
Webs connected as follows: 2 X 4 - 1 row at 0-9-0 cc. 2 X 6 - 2 rows at 0-7-0 cc. Except member 10-6 2 X 6 - 2
rows at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) a back (B) face in the LOAD
CASE(S) section. Ply to ply connections have been provided to distribute only bads noted as (F) a (B), unless
otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-02; 100mph; TCDL=6.Opsf BCDL=5.Opsf: h=l Sit: Cat. II: Exp C: enclosed: MWFRS (low-rise) and
CC Interior(1) zone: cantilever left and tight exposed : end vertical left and right exposed;C-C for members and
faces & MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60
5) All plates are MT20 plates unless otherwise indicated.
6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater
than 64)-0 between the bottom chord and any other members.
7) Ceiling dead load (10.0 psf) on member(s). 2-3. 5-6, 3-11. 511: Wall dead bad (5.0psf) on member(s).243, 6-10
8) Bolton chord live load (40.0 Pell) and additional bottom chord dead bad (10.0 psf) applied only to room. 8-10
Continued on paqe 2
PDF created with pdfFactory trial version www.pdffactoly.com
1-b Tnrs Teas Type Oty Ply Blackmil I Thomas Roof I Harrell
J93921 C2 ATTIC 1 q
J Job Reverence a Tonal
.Comtec h, Inc., Fdyeseville, NC 28309 7.200 s Sep 14 2009 MlTek Industries, Inc. Fri Oct 09 11:39:12 2009 Page 2
NOTES
9) Provide mechanical coruechon (by odes) of Imes to beemg plate capable of wmdwxbv 572 m Loft atjdud 1 and 496 01 uplift at joint 7.
10) This truss is designed in accordance with the 2003 International Residential Code sections. 850211.1 and R802.10.2 and referenced standard
ANSIrrP1 1.
11) Hanger(s) or other connection device(s) stall be provided sulfiderd to support concentrated load(s) 4203 lb down and 746 lb up at 6-2-12 on bottom
chord. The desigrikelectian of such comedion device(s) is the responsibility of other.
12) Attic room checked for L(d60 deflection.
LOADCASE(S) Standard
1) Regular: Lumber Increase=1.15, Plate Increase=1.15
Uniform Loads 00
Vert: 1-8--20,8-9=456(F=-336),9-10=-456(F=-W, 10-12- 692(F=672), 7-12--366(F=336), 1-2-60,2_3=W. 3-0=60, 4-5=-6D, 5-6=00,
6-7=Eq 3x-20
Drag: 2-8---10, 6-10=10
Concentrated Loads (tb)
Vert 8=4203(F)
PDF created with pdfFactory trial version www.pdffactory.com
BP Harnett County 10/09/09
Edit Narrative 11:25:48
Appl a ion number, type 09 50022666 CP NEW RESIDENTIAL (SFD)
Property address . . . 209 REGAL CREST DR
Type information, press Enter.
1. Need a 20 amp receptacle on front wall of dinin room.
Regairjoist cut for p umbing. OK to side insulate
More...
F3=Exit FS=Copy F6=Insert F7=Delete F8--Time stamp
F12=Cancel F21=User defaults
PREPARED 10/12/09, 14:13:18 INSPECTION TICKET PAGE 1
Harnett County INSPECTOR: IVR DATE 10/13/09
ADDRESS 209 REGAL CREST DR SUBDIV: REGAL CREST 13LOTS
CONTRACTOR DUSTIN BLACKWELL, INC PHONE (919) 606-4696
OWNER J BLANCHRRD FARMS LLC PHONE
PARCEL : 05-0633- - -0013- -03-
APPL NUMBER: 09-50022666 CP NEW RESIDENTIAL (SFD)
- - - -
DIRECTIONS : T/S: 08/14/2009 04:24 PM VBROWN
REGAL CREST SUB DIV 44, 209 REGAL CREST
DRIVE. 401N, LEFT CHRISTIAN LIGHT RD
3.7MI, LEFT ON RIVER RD .5MI, RIGHT ON
REGAL CREST DRIVE, LOT 4 ON LEFT.
STRUCTURE: 000 000 6OX60 4BDR 3.513ATH SFD WITH GAR CRAWL
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 9/10/09 BS R*BLDG FOOTING / TEMP SVC POLE VRU 001819598
9/10/09 AP Footing is approved to pour. incorrect permit card in box.
Also need premise number from progress energy to release
power for t-pole
B103 01 9/17/09 BS R*BLDG FOUND & TEMP SVC POLE VRU 001822758
9/17/09 AE 1. Remove all debris from front porch. Fill for slab shall
be either sand fill or stone.2. Apply damproofing from
footing to final grade height, leave open for inspection.
Will check at open floor.
B105 01 9/21/09 BS R*OPEN FLOOR VRU 001824358
9/21/09 AP T/S: September 21, 2009 10:26 AM BSUTTON
A814 01 9/21/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001824374
9/22/09 AP 209 regal crest dr lot 4
fuquay varina 27526
T/S: 09/22/2009 04:24 PM TWARD
R427 01 10/09/09 FOUR TRADE ROUGH IN >2500 VRU 001833706
10/09/09 DA 1. Need a 20 amp receptacle on front wall of dining room.
2. Repair floor joist cut for plumbing. OK to side/insulate
1129 01 10/13/09 TI R*INSULATION INSPECTION TIME: 17:00 VRU 001835818
10,13,07 .,8 PE ~ T/S: 10/12/2009 02:13 PM NTART
R427 02 10/13/09 TnII~ r7 FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001835800
I 'b ilt•11 T/S: 10/12/2009 02:12 PM NTART
COMMENTS AND NOTES
BP006U01 Harnett County 10/13/09
Edit Narrative 8:59:54
Apple~on number, type 09 50022666 CP NEW RESIDENTIAL (SFD)
Property address . . . . . . 209 REGAL CREST DR
Type information, press Enter.
R-30 is onnl allowed in cathedral portions of a ceiling not
exceeding 500 sc ft. Remove all R-3 around ceiling
perimeters and in flat portions of bonus room ceilin and
replace with R-38. Do not sheetrock 5 Re Fee
More...
F3=Exit F5=Copy F6=Insert F7=Delete F8=Time stamp
F12=Cancel F21=User defaults
PREPARED 10/14/09, 14:02:49 INSPECTION TICKET PAGE 14
Harnett County INSPECTOR: IVR DATE 10/15/09
- -
ADDRESS . : 209 REGAL CREST DR SUBDIV: REGAL CREST 13LOTS
CONTRACTOR DUSTIN BLACKWELL, INC PHONE (919) 606-4696
OWNER J BLANCHARD FARMS LLC PHONE
PARCEL 05-0633- - -0013- -03-
APPL NUMBER: 09-50022666 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 08/14/2009 04:24 PM VBROWN
REGAL CREST SUB DIV #4, 209 REGAL CREST
DRIVE. 401N, LEFT CHRISTIAN LIGHT RD
3.7MI, LEFT ON RIVER RD .SMI, RIGHT ON
REGAL CREST DRIVE, LOT 4 ON LEFT.
STRUCTURE: 000 000 60X60 4BDR 3.SBATH SFD WITH GAR CRAWL
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 9/10/09 BS R*BLDG FOOTING / TEMP SVC POLE VRU 001819598
9/10/09 AP Footing is approved to pour. incorrect permit card in box.
Also need premise number from progress energy to release
power for t-pole
8103 01 9/17/09 BS R*BLDG FOUND & TEMP SVC POLE VRU 001822758
9/17/09 AE 1. Remove all debris from front porch. Fill for slab shall
be either sand fill or stone.2. Apply damproofing from
footing to final grade height, leave open for inspection.
Will check at open floor.
B105 01 9/21/09 BS R*OPEN FLOOR VRU 001824358
9/21/09 AP T/S: September 21, 2009 10:26 AM BSUTTON
AB14 01 9/21/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001824374
9/22/09 AP 209 regal crest dr lot 4
fuquay varina 27526
T/S: 09/22/2009 04:24 PM TWARD
R427 01 10/09/09 BS FOUR TRADE ROUGH IN >2500 VRU 001833706
10/09/09 DA 1. Need a 20 amp receptacle on front wall of dining room.
2. Repair floor joist cut for plumbing. OK to side/insulate
1129 01 10/13/09 BS R*INSULATION INSPECTION TIME: 17:00 VRU 001835818
10/13/09 DP T/S: 10/12/2009 02:13 PM NTART
R-30 is only allowed in cathedral portions of a ceiling not
exceeding 500 sq ft. Remove all R-30 around ceiling
perimeters and in flat portions of bonus room ceiling and
replace with R-38. Do not sheetrock $50 Re Fee
R427 02 10/13/09 BS FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001835800
10/13/09 AP T/S: 10/12/2009 02:12 PM NTART
T/S: October 13, 2009 08:59 AM BSUTTON
I129 02 10/1x09 TI R*INSULATION INSPECTION VRU 001836881
10-/5-0 ,A409~
COMMENTS AND NOTES
PREPARED 12/11/09, 13:59:49 INSPECTION TICKET PAGE 10
Harnett ."ountj, INSPECTOR: IVR DATE 12/14/09
ADDRESS . : 209 REGAL CREST DR SUBDIV: REGAL CREST 13LOTS
CONTRACTOR DUSTIN BLACKWELL, INC PHONE (919) 606-4696
OWNER S BLANCHARD FARMS LLC PHONE
PARCEL 05-0633- - -0013- -03-
APPL NUMBER: 09-50022666 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 08/14/2009 04:24 PM VBROWN
REGAL CREST SUB DIV #4, 209 REGAL CREST
DRIVE. 401N, LEFT CHRISTIAN LIGHT RD
3.7MI, LEFT ON RIVER RD .SMI, RIGHT ON
REGAL CREST DRIVE, LOT 4 ON LEFT.
STRUCTURE: 000 000 6OX60 4BDR 3_SBATH SFD WITH GAR CRAWL
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 9/10/09 BS R*BLDG FOOTING / TEMP SVC POLE VRU 001819598
9/10/09 AP Footing is approved to pour. incorrect permit card in box.
Also need premise number from progress energy to release
power for t-pole
B103 01 9/17/09 BS R*BLDG FOUND & TEMP SVC POLE VRU 001822758
9/17/09 AE 1. Remove all debris from front porch. Fill for slab shall
be either sand fill or stone.2. Apply damproofing from
footing to final grade height, leave open for inspection.
Will check at open floor.
B105 01 9/21/09 BS R*OPEN FLOOR VRU 001824358
9/21/09 AP T/S: September 21, 2009 10:26 AM BSUTTON
A814 01 9/21/09 TW DRESS CONFIRMATION TIME: 17:00 VRU 001824374
9/22/09 AP 209 regal crest dr lot 4
fuquay varina 27526
T/S: 09/22/2009 04:24 PM TWARD
R427 01 10/09/09 BS FOUR TRADE ROUGH IN >2500 VRU 001833706
10/09/09 DA 1. Need a 20 amp receptacle on front wall of dining room.
2. Repair floor joist cut for plumbing. OK to side/insulate
1129 01 10/13/09 BS R*INSULATION INSPECTION TIME: 17:00 VRU 001835818
10/13/09 DP T/S: 10/12/2009 02:13 PM NTART
R-30 is only allowed in cathedral portions of a ceiling not
exceeding 500 sq ft. Remove all R-30 around ceiling
perimeters and in flat portions of bonus room ceiling and
replace with R-38. Do not sheetrock $50 Re Fee
R427 02 10/13/09 BS FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001835800
10/13/09 AP T/S: 10/12/2009 02:12 PM NTART
T/S: October 13, 2009 08:59 AM BSUTTON
I129 02 10/15/09 BS R*INSULATION INSPECTION VRU 001836881
10/15/09 AP T/S: October 15, 2009 09:24 AM BSUTTON
H824 01 11/17/09 JM ,/ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU 001852284
11/17/09 AP T/S: 11/18/2009 10:57 AM SSTEWART
T/S: 11/18/2009 10:58 AM SSTEWART
R431 01 12/14/09 TI FOUR TRADE FINAL >2500 VRU 001860899
12 r-4i 9 x P_
COMMENTS AND NOTES
nYFU~~se # S~~ 7 ( 2-75
j
COUNTY OF HARNETT J
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
f' 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:
v~
Use Classification: /Z 3 Conditional Use Permit No.:
Type of Construction: 4C Building Permit No.: CJ 9 " S'CYS 7 Z 6 6 l
Owner of Building: -T 840Oy--aed S LF.IFls rical Permit No.: rr
Building Address,209 Edu q/ ccio Insulation Permit No.:
s Zoning District: Plumbing Permit No.:
Zoning Permit No.: Mech. Permit No.: -,,'"uy,~~
Dat Envic C.O. No.:
s
Building Official Zoning Official tl