INSPECTIONS
PREPARED 9/23/09, 14:12:28 INSPECTION TICKET PAGE 31
.Harnett County INSPECTOR: IVR DATE 9/24/09 ,t----------------------- - - -
ADDRESS 50 TURNER MATTHEW CT SUBDIV: CHANDLERS RIDGE 21LOTS
CONTRACTOR : AMERICAN HOMESMITH LLC PHONE (919) 422-4128
OWNER : AMERICAN HOMESMITH LLC PHONE
PARCEL : 01-0514- - -0002- -13-
APPL NUMBER: 09-50022862 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 09/17/2009 09:58 AM JBROCK
CHANDLERS RIDGE #13
HWY 210 S TURN LEFT ON OVERHILLS TRUN R
ON JACK HARRIS
STRUCTURE: 000 000 40X52 4BDR SLAB W/ GARAGE & PATIO
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 9/24/09 T,T, R*PLUMB UNDER SLAB VRU 001826775
-t1 ,-.'1f-~-
COMMENTS AND NOTES
PREPARED 9/25/09, 14:29:49 INSPECTION TICKET PAGE 36
.Harnett County INSPECTOR: IVR DATE 9/28/09
,r~-
ADDR$S:'t 50 TURNER MATTHEW CT SUBDIV: CHANDLERS RIDGE 21LOTS
CONTRACTOR ;:MERISAN HOMESMITH LLC PHONE (919) 422-4128
OWNER AMERICAN HOMESMITH LLC PHONE
PARCEL 01-0514- - -0002- -13-
APPL NUMBER: 09-50022862 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 09/17/2009 09:58 AM JBROCK
CHANDLERS RIDGE #13
HWY 210 S TURN LEFT ON OVERHILLS TRUN R
ON JACK HARRIS
STRUCTURE: 000 000 40X52 4BDR SLAB W/ GARAGE 6 PATIO
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSP 00 CP • SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
P309 01 9/24/09 KS R *PLUMB UNDER SLAB VRU 001826775
9/24/09 AP
B111 01 11 /28 09 Y R•BLDG SLAB INSP VRU 001827831
COMMENTS AND NOTES
BP006U0I Harnett County 9/28/09
Edit Narrative 11:43:55
Application number, type 09 50022862 CP NEW RESIDENTIAL (SFD)
Properfy address . . . 50 TURNER MATTHEW CT
Type information, press Enter.
Slab shall be insulated or a Rescheck version 4.0.0 or
ater shall verify calculated trade off. DO NOT POUR
More...
F3=Exit F5=Copy F6=Insert F7=Delete F8--Time stamp
F12=Cancel F21=User defaults
PREPARED 9/28/09, 1412:11 INSPECTION TICKET PAGE 34
Harnett County INSPECTOR: IVR DATE 9/29/09
ADDRESS 50 TURNER MATTHEW CT SUBDIV: CHANDLERS RIDGE 21LOTS
CONTRACTOR AMERICAN HOMESMITH LLC PHONE (919) 422-4128
OWNER AMERICAN HOMESMITH LLC PHONE
PARCEL 01-0514- - -0002- -13-
APPL NUMBER: 09-50022862 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 09/17/2009 09:58 AM JBROCK
CHANDLERS RIDGE #13
HWY 210 S TURN LEFT ON OVERHILLS TRUN R
ON JACK HARRIS
STRUCTURE: 000 000 40X52 4BDR SLAB W/ GARAGE & PATIO
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.D0 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 9/24/09 KS R*PLUMB UNDER SLAB VRU 001826775
9/24/09 AP
Bill 01 9/28/09 R*BLDG SLAB INSP VRU 001827831
9/28/09 DA Slab shall be insulated or a Rescheck version 4.0.0 or
later shall verify calculated trade off. DO NOT POUR
13111 02 9 29/09 T R*BLDG SLAB INSP VRU 001828632
- - COMMENTS AND NOTES
PREPARED 11/02/09, 13:59:35 INSPECTION TICKET PAGE 21
Harnett County INSPECTOR: IVR DATE 11/03/09
r----- - - - -
ADDRESS . : 50 TURNER MATTHEW CT SUBDIV: CHANDLERS RIDGE 21LOTS
CONTRACTOR AMERICAN HOMESMITH LLC PHONE (919) 422-4128
OWNER AMERICAN HOMESMITH LLC PHONE
PARCEL 01-0514 - -0002- -13-
"APPL NUMBER: 09-50022862 CP NEW RESIDENTIAL (SFD)
DIRECTIONS T/S: 09/17/2009 09:58 AM JBROCK
CHANDLERS RIDGE #13
HWY 210 S TURN LEFT ON OVERHILLS TRUN R
ON JACK HARRIS
-
STRUCTURE: 000 000 40X52, 4BDR SLAB W/ GARAGE & PATIO
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 9/24/09 KS R*PLUMB UNDER SLAB VRU 001826775
9/24/09 AP
B111 01 9/28/09 BS R*BLDG SLAB INSP VRU 001827831
9/26/09 DA Slab shall be insulated or a Rescheck version 4.0.0 or
later shall verify calculated trade off. DO NOT POUR
B111 02 9/29/09 DT R*BLDG SLAB INSP VRU 001828632
9/29/09 AP
R425 01 10/28/09 FOUR TRADE ROUGH IN VRU 001842965
10/28/09 DP 1)Anchor straps are more than 3 or 4 feet throughout house 1
need to know witch strap is being used.
~A Plans call for 3 jack studs in corners of garage doors.
k)Missing nails in anchor straps throughout house.
A)Plans call for 3 king studs on each side of jacks under
lvls in garage.
5)Need engineer letter for holes drilled in lvls within
1/8"from flang throughout house & within 316" of load
bearing wall in kitchen.
XFire box no installed.
f1Fire caulk 3" pipe G top plate in back right corner of
living room.
Missing nail guard @ bottom plate on 4" pipe ® front door.
issing collar for joint in flex duct in hall @ front door
)Osb not nailed to stud on end wall to right of window in
ma r bed & in master bath closet.
ire caulk hole in bottom plate on wall to right of
sinks in master bath room.
~ Missing duct for exhaust fan in master bathroom.
I) All lvls upstairs need to have 4 jack studs under each
end ` per plans.
i" Missing bracing on A03 roof truss.
2
A814 01 11/03/09 TI ADDRESS CONFIRMATION VRU 001845007
R427 01 ~1~1//0~3,/,0,99 TI FOUR TRADE ROUGH IN >2500 (1VRU 001845015
'+1-- DA- 7V 4,,)
COMMENTS AND NOTES
PREPARED 11/06/09, 13:58:37 INSPECTION TICKET PAGE 24
-Harnett County INSPECTOR: IVR DATE 11/09/09
ADDRESS . : 50 TURNER MATTHEW CT SUBDIV: CHANDLERS RIDGE 21LOTS
CONTRACTORAMERICAN HOMESMITH LLC PHONE (919) 422-4128
OWNER AMERICAN HOMESMITH LLC PHONE
PARCEL 01-0514- - -0002- -13-
APPL NUMBER: 09-50022862 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 09/17/2009 09:58 AM JBROCK
CHANDLERS RIDGE #13
HWY 210 S TURN LEFT ON OVERHILLS TRUN R
ON JACK HARRIS
STRUCTURE: 000 000 40X52 4BDR SLAB W/ GARAGE & PATIO
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 9/24/09 KS R*PLUMB UNDER SLAB VRU 001826775
9/24/09 AP
8111 01 9/28/09 BS R*BLDG SLAB INSP VRU 001627831
9/28/09 DA Slab shall be insulated or a Rescheck version 4.0.0 or
later shall verify calculated trade off. DO NOT POUR
B111 02 9/29/09 DT R*BLDG SLAB INSP VRU 001828632
9/29/09 AP
R425 01 10/28/09 JH FO TRADE ROUGH IN VRU 001842965
10/28/09 DP 7chor straps are more than 3 or 4 feet throughout house 1
n ed to know witch strap is being used.
lans call for 3 jack studs in corners of garage doors.
) issing nails in anchor straps throughout house.
Plans call for 3 king studs on each side of jacks under
lv`,s in garage.
,y,Meed engineer letter for holes drilled in lvls within
1/811from flang throughout house & within 316" of load
bearing wall in kitchen.
6))' e box no installed.
Fire caulk 3" pipe @ top plate in back right corner of
living room.
ARMissing nail guard @ bottom plate on 4" pipe @ front door.
*9)Missing collar for joint in flex duct in hall @ front door
X)Osb not nailed to stud on end wall to right of window in
mater bed & in master bath closet.
ll)Fire caulk hole in bottom plate on wall to right of
sinks in master bath room.
12)Missing duct for exhaust fan in master bathroom.
13)All lvls upstairs need to have 4 jack studs under each
end per plans.
14)Missing bracing on A03 roof truss.
2
R427 01 11/03/09 FOUR TRADE ROUGH IN >2500 VRU 001845015 -TH 11/03/09 DA Need engineer letter for violations #1 and #5
A814 01 11/03/09 ADDRESS CONFIRMATION TIME: 17:00 VRU 001845007
11/04/09 AP 50 turner matthew ct lot 13
spring lake 26390
T/S: 11/04/2009 04:07 PM TWARD
CONTINUED ONTO NEXT PAGE
PREPARED 11/06/09, 13:58:37 INSPECTION TICKET PAGE 25
Harnett Caunty INSPECTOR: IVR DATE 11/09/09
y
ADDRESS . : 50 TURNER MATTHEW CT SUBDIV: CHANDLERS RIDGE 21LOTS
CONTRACTOR': AMERICAN HOMESMITH LLC PHONE (919) 422-4128
OWNER AMERICAN HOMESMITH LLC PHONE
PARCEL 01-0514- - -0002- -13-
APPL NUMBER: 09-50022862 CP NEW RESIDENTIAL (SFD)
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
R425 02 11/09/ FOUR TRADE ROUGH IN VRU 001847470
z L
COMMENTS AND NOTES - -
PREPAR14) 10/27/09, 14:00:23 INSPECTION TICKET PAGE 25
Harnett County INSPECTOR: IVR DATE 101'/28/09
ADDRESS . : 50 TURNER MATTHEW CT SUBDIV: CHANDLERS RIDGE 21LOTS
CONTRACTOR AMERICAN HOMESMITH LLC PHONE (919) 422-4128
OWNER AMERICAN HOMESMITH LLC PHONE
PARCEL 01-0514- - -0002- -13-
APPL NUMBER: 09-50022862._CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 09/17/2009 09:58 AM JBROCK
CHANDLERS RIDGE #13
HWY 210 S TURN LEFT ON OVERHILLS TRUN R
ON JACK HARRIS
STRUCTURE: 000 000 40X52 4BDR SLAB W/ GARAGE & PATIO
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 9/24/09 KS R*PLUMB UNDER SLAB VRU 001826775
9/24/09 AP
Bill 01 9/28/09 BS R*BLDG SLAB INSP VRU 001827831
9/28/09 DA Slab shall be insulated or a Rescheck version 4.0.0 or
later shall verify calculated trade off. DO NOT POUR
Bill 02 9/29/09 DT R*BLDG SLAB INSP VRU 001828632
9/29/09 AP
R425 01 10/28/09 IT FOUR TRADE ROUGH IN VRU 001842965
.2 L 09
COMMENTS AND NOTES - - -
X
FUklbns- -
Hm - ,l W20IL00S' LDOO50AM
Aiplication`lmmber, type 0350022862CPNEWRESIDENTIAL(SFD)
Properly address 50TURNER MATTHEW CT
1)Anchor straps are more than 3 or 4 feet throughout house
need to know witch strap is being used.
2)Plans call for 3 Jack studs in corners of garage doors,
3)Missing nails in anchor straps throughout house.
4)Plan5 call for 3 king stutls on each side of jacks under
lvls in garage. -
5)Need engineer letter for holes drilled in LV16 within -
1/8"from flan yy throughout house a within 3'6" of load
bear inq wall in kitchen.
Wire box no installed. -
7)Fire caulk 3" pipe g top plate in back right corner of
living room.
B)Missing nail guard @ bottom plate on 4' pipe a front door.
E>sit C cel~ ~,opy.. lasat Qetete lime stamp User defaults
~:z: F~Aitbis- _ -
~F~. II Q1 HTE , tORBl2W9 1DOfl25 AM I.
Applications rwmber, type 0950022862CP.NEW RESIDENTIAL(SFD)
Property address 50 TURNER MATTHEW CT
9 Mss ng collar for Joint in flex duct n hell 0 front door'.'
16)0sb not nailed to stud on end wall to right of window in
meter bed a in master bath closet.
11)Fire caulk hole in bottom plate on wall to right of
sinks in master bath room.
12)Mi55ing duct for exhaust fan in master bathroom.
13)Rll lvls upstairs need to have 4 jack studs under each
end per plans.
14)Missing bracing on R03 roof truss.
2
E7t1t_ C
Arm bet opy~t lrreat jWete I)me stamp ' hoer demons
to
~
r
o Itvf_
14" TJI® 210 @ 24" o/c
TJ-BeamID6.35 Senal "iftxx:" k v t
user:, 11/3!20091:22:01 Pf1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESI
Pape I Enplne Verabn:6 A ; - I~
CONTROLS FOR THE APPLICATION LOADS"LISTED
i:': v°=3l Cllllell Eip01?.
1❑, Q Q
b 11 10" y 13'
:oduc- Ciegr3n'. is con: ep.eal.
LOADS:
Analysis is for a Joist Member.
Primary Load Group - Residential - Living Areas (psT 20.0 Live at 100 % duration, 10.0 Dead
SUPPORTS:
Input Bearing Vertical Reactions (ibs) Detail Other
Width Length Llve/Dead/Upli"otal
1 Stud wall 3.50" 1.75" 214 / 86 / 0 / 300 A3: Rim Board 1 Ply 13/4" x 14" 1.9E Microllam® LVL
2 Stud wall 3.50" 3.50" 630 / 31510 / 945 B3 None
3 Stud wall 3.50" 1.75" 2411109 / 0 / 350 A3: Rim Board 1 Ply 1 3/4"x 14" 1.9E Microllam® LVL
-See iLevel® Specifier's/Builder's Guide for detail(s): A3: Rim Board,B3
TA HOLES:
Diameter Height Width Left End To Top Hole Center Span Design Control Comment
Circular 8.00" - - 13'4" Span 2 403 Ibs 741 Ibs Passed (54.3%)
DESIGN CONTROLS:
Maximum Design Control Result Location
Shear (Ibs) 493 467 1945 Passed (24%) Lt. end Span 2 under Floor loading
Vertical Reaction (Ibs) 945 945 2145 Passed (440%) Bearing 2 under Floor loading
Moment (Ft-Lbs) -1199 -1199 4490 Passed (27%) MID Span 2 under Floor loading
Live Load Dell (in) 0.048 0.336 Passed (L/999+) MID Span 2 under Floor ALTERNATE span loading
Total Load Dell (in) 0.065 0.673 Passed (L/999+) MID Span 2 under Floor ALTERNATE span loading
TJPro 52 30 Passed Span2
-Deflection Criteria: STANDARD(LL:Lr480,TL:L/240).
-Deflection analysis is based on composite action with single layer of 23/32" Panels (24" Span Rating) NAILED wood decking.
-Bracing(Lu): All compression edges (top and bosom) must be braced at 6'5* o/c unless detailed otherwise. Proper attachment and positioning of
lateral bracing is required to achieve member stability.
-The load conditions considered in this design analysis include alternate member pattern loading.
TJ-Pro RATING SYSTEM
-The TJ-Pro Rating System value provides additional floor performance information and is based on a NAILED 23/32" Panels (24" Span Rating)
decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of the deck
has not been performed by the program. Comparison Value: 1.29
PROJECT INFORMATION: OPERATOR INFORMATION:
American Homesmith Marcie Guay
13 Chandlers Ridge Builders First Source
1135 Robeson St
Fayetteville, NC 28305
Phone : 910-237-0799
Fax :910-485-0950
marcie.guay@bldr.com
Copyright ® 2009 by SLevel®, Federal May, WA.
Tdla and TJ-Bea,:m are registered trademarks of iLey.10.
e-I ooiet~, Pra'^ and J-Pro'" are trademarks of 1Leve12.
P:\Marrie\Bn9 Lumber\13 CR - Penn Ave holes\2 joists x810 holes to BB. sans
"NEW
_1 14" TJI® 210 @ 24" O/C
TJ-BeamW6.35 Serial NuRber.
Uawr:l 11020C91:22:01 Pm THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Papal EMIne Version: 635A
CONTROLS FOR THE APPLICATION AND LOADS LISTED
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed by iLevelO. iLevel® 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 design
loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate.
-Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability.
-THIS ANALYSIS FOR iLevel® PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Building Code UBC analyzing the iLevel® Distribution product listed above.
-Live load on portion of joist area is very low.
PROJECT INFORMATION: OPERATOR INFORMATION:
American Homesmith Marcie Guay
13 Chandlers Ridge Builders First Source
1135 Robeson St
Fayetteville, NC 28305
Phone :910-237-0799
Fax :910-485-0950
marcle.guay@bldr.com
Copyright O 2009 by iLevel®, Federal way, WA.
TJ10 and TJ-Ba,mv are registered trademarke of iLevel®.
e-I Joist~'Prr° and TJ-Pros are trademarks of 1Levelm.
P:VArcie\Eng L,mber\13 CR - Peen Ave holes\2 joists wBln holes to BF.sv
TJ aeamIDB. _ 14" TJI® 210 @ 24" o/c
35 Serial *mber:
Ua+r1 111312M1Z ;01 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Pape 3 Blyne Versbn: 635A
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Load Group: Primary Load Group
^ 11' 7.50" ^ 13' 5.50" ^
Max. Vertical Reaction Total (lbs) 300 945 350
Max. Vertical Reaction Live (lbs) 214 630 241
Selected Bearing Length (in) 1.75(W) 3.50(W) 1.75(W)
Max. Unbraced Length (in) 101 77 86
Loading on all spans, LDF = 0.90 , 1.0 Dead
Shear at Support Ilbs) 80 -142 156 -103
Max Shear at Support (lbs) 62 -151 164 -105
Member Reaction (lbs) 82 315 105
Support Reaction (lbs) 86 315 109
Moment (Ft-Lbs) 168 -400 275
Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor
Shear at Support (lbs) 241 -427 467 -310
Max Shear at Support (l.bs) 246 -452 493 -315
Member Reaction (lbs) 246 945 315
Support Reaction (lbs) 258 945 327
Moment (Ft-Lbs) 503 -1199 825
Live Deflection (in) 0.015 0.035
Total Deflection (in) 0.022 0.052
ALTERNATE span loading on odd q spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor
Shear at Support (lbs) 282 -387 17B -80
Max Shear at Support (lbs) 287 -410 188 -82
Member Reaction (lbs) 287 598 82
Support Reaction (lbs) 300 598 86
Moment (Ft-Lbs) 689 -713 1.67
Live Deflection (in) 0.030 -0.015
Total Deflection (in) 0.037 0.006
ALTERNATE span loading on even R spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor
Shear at Support (lbs) 38 -183 444 -333
Max Shear at Support (lbs) 40 -192 470 -338
Member Reaction (lbs) 40 662 338
Support Reaction (lbs) 44 662 350
Moment (Ft-Lbs) 40 -885 952
Live Deflection (in) -0.018 0.048
Total Deflection (in) -0.015 0.065
PARTIAL loading on span 2 from left bearing to right edge of hole 1 (1.0 Dead + 1.0 Floor )
Shear at Support (lbs) 78 -145 218 -106
Max Shear at Support (lbs) 79 -153 235 -108
PARTIAL loading on span 2 from right bearing to left edge of hole 1 (1.0 Dead + 1.0 Floor )
Shear at Support (lbs) 40 -182 406 -332
Max Shear at Support (lbs) 41 -191 424 -337
PROJECT INFORMATION: OPERATOR INFORMATION:
American Homesmith Marcie Guay
13 Chandlers Ridge Builders First Source
1135 Robeson St
Fayetteville, NC 28305
Phone :910-237-0799
Fax :910-485-0950
marcie.guay@bldr.com
Copyright 0 2809 by LLevelO, Federal Nay, WA.
TJIS and SJ-Bastes aoe mglarered toademarka of SLevelO.
e-I Joisfv,Pr and TJ-Pro are rrademarke of SLevele.
P:\eartie\Eng L mbar\13 CA - Penn Ave holes\2 joints v01n holes to BF.aas
• ~D ~ ~ ~ l ~ cum
~C/L
~ Jnw wppPGng Header
n
wwaxn«v«.
T.>•Oaa.measeam raw9ar. 0
U„r:4 „:dw52 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROL (C_.
page, 6ngbev.nlem6330 FOR THE APPLICATION AND LOADS LISTED
Overall Dirnensiorc 26'W'
T 3
b- -1T 10, 13'8'
Product Diagram is Conceptual.
LOADS:
Ana"$ re far a Jowl Member.
pdmwyLoad Groap- Residential- Living Mee (Pl* 40.0 Lin at 100 %dura m. 10.0 Dead
WAmLoaaz
Typo Class Lin Dead Location APPOOeden COmmwti
Pobtilm) Fbw(,AO) 240 65 10'2' -
SUPPORTS:
Input Bowing Vorth"IResctions(am) 041311 Other Pkk43 NIM, ~A
Wkhh Length UVGMaadRlpmTotal Q
I SWdad 3-W 236' 45010210/341 A3: Rkn Beard I Ply I IM- x,4' 0.8E TJ43swd Rim Bow*
9 s
2 Sludmil 3.60' 3.60' 14110/377IOfINS 63 Nona
3 Slud«aa 3.60" 233' 4031105101380 A3: Rim Smut , Py 1114- a IV 0.8E TJS"nd Rim emrdb
se.nanwgpecfersA3ddsfaGtWafPdebl~s}. A3: RimBOwd.B3 9 i
DESIGN CONTROL&
maximmure Design Control Rosser RL end 1L"r i w
Shwr(aa) -,030 030 4156 1945 1846 Pawed 140x1 RL and Span 1 uadw Floor badMJ f0 ..1..' y~"ra
qVemmlReaaonMs) +8116 1666 2145 Pettiest (87x) Beadng2 endwFkwbadmg Ft_LG;y
MOmeniFt-Lbs) -2196 .2165 4490 P80011 (49%) 1AD Sim i Mdw FIM kddbg tL4Ual`re Span 2 under Rear ALTERNATE Span 1:3010
LWeload Dell 41n) OA69 0.339 Passed(11989) 2~r RP ALTERNATE Span bad'ap
Tow Load Dan (m) 0.103 0.673 Pwwd(LW9-)
TJPro 53 30 passed Span2
43.rec9oncdtem: STANDARDAtU480.TL u240)• Rae p1 GLUED s NAILED vakd deWre.
43409clbn omyds Is broad on ow parile anion With shoe layer of 23W Panew (J4' Span
.Smdng(Lu): All com"Wanedgea(top and bntlam)muRbe bmmd Ml 0' Ono urdm4addbd oorwyesa. Ptowu dmentsnd WgModnpolwowbmnnpiSmgtdredwschim
a~ smblity.
.The bad wrdmomwmldwed in Oda design anaysd, Ind ide anwrm , membw Wm badin9.
ADDMONAL NOTES:
ea ~hWa~trereM mwwlMSaM Cade
-tMPORTANTi The amysls presented is Output front wawam dannped by a.aveM Ake bloWOOMV mesabo Minacmmanm
osptoddeslgnvawes. Lanisgrgimwir8 has vM9ea Ina analysis. The lrpatb d, and dimwabm tan been provided by When tt h7l3'KL Q•y ,
and mud be verified and apprwed for the epenik applkraon by On design pratassbml for Um POlen.
-Ty9ANALYSIS FOR 0.sn1OPRODUCTS ONLY] PRODUCT SUBSTRUr10N VOIDS THIS ANALYSIS.
-Apeaaaa stNw Drdgn mawodobgy»ns awe rorewairp cone ISC wmytro as nonro Dtsvlbdlan IaodWnlwNa abo.a.
PROJECT R9FORN1 TA ION: OPERATOR INFORMATION:
Lot 13 Chansons Ridge Mbmd Rapp
Nadran Counly, NC Morel byway rrimumev
Copyright 0 woe by 14vole, Pectoral Way. M.
Jl ®aa1~M, a ad rlj-~ an t'sdeearso wil
a wle.
0:%Waseants and aettlnaa\kq"\Deskedp\eouthlukV ML*\L t 13 nnndlora eldaa aeedw.see
FLOOR DETAILS
-
Load bearing or shear wall above Load hearing wall above $lif•'1"k T?f'i7~ t' is@i~i41-
(must stack over wall below) (must stack over wall below) 151 r d00 n ingy Viazj A1:V8
2x4 minimum
blocking squash blocks
panel
I
i
I I
r's. !
/ ' Web stiffeners required
Web stiffeners required Web stiffeners required each side at B3W
each side at 81W each side at 82W
INC 302.1 requires lateral restraint
(blecklrtg) at all intermediate supports " Blocking panels maybe required Stacking panels maybe required
In Seismic Design Categories Da Or and with shear, walls above or below- n: W& shear walls above or bes ew-
DDr to strengbiehe floor diaphragm see detaff in ~ see detail 81
Flush bearing plate required. 4PPIY SUOfloor
Two 294' screws for 2x_ adhesive to a8
Maximum A* overhang strapping connec8ocis contact surfaces
permitted at beam.
- I
Y ~
T flange
op hanger
Face mount 1 Two 8d (0.113"x 2'fx')
hanger nails or 244" screws,
Directly applied ceiling typical
Web stiffeners required if sides of
hanger do not laterally support at least
1§• of The joist top flange I When specified on the layouk one of the above
breemig options Is required
Filler and Sa,.ker Block Sizes
Backer block: Install tight to top Tll® 110 210 230 or 3fi0 560
flange (fight In bottom flange with Backer block
face mount hangersl. Attach both sides of Depth Br/' or 14„ 9'h" or 14' or 91/2" or 14" or Ilr/s" 14" or
with ten 10d (0.128' x 3") vreb with single 11'/e' 1P/a" 16" INe" 1g" 16..
nails, clinched The joist Filler Block") 2x6+Ys" 2x8+8a' 2x6+~h' 2x8+'/i Two Two
when possible. (Detail 112) 20 2x8 sheathing sheathing sheathing sheathing 26 2x8
Cantilever 2x6 2x10 2x6+Ya' 2x10+Vss' 24 +'h` 2x10+'A'
Filler 4'-0' 6'-0' sheathing sheathing sheathing sheathing Not applicable
(Detail E4) long long 4'-0" long 6'-0" long 4'-0' long 6'-0' long
Flller black: Nail with ten 10d Backer Blockrrl
(0.128' x 3) nails, clinched. Use ten (Detail Fl '/e" or k" pi, or 'b' '/a' or I" net 2x6 2x8
16d (0.135" x 3947 nails from each or R2)
side with TB° 560 joists.
pl If necessary, increase filler and backer block height for face mount hangers and maintain Us" gap at top of joist.
See detail W Filler and hacker block dimensions should accommodate required nailing without splitting. The
With rep flange hangers, backerblock required only suggested minimum length is 24' for filler and 12" for backer blocks,
for downward leads exceeding 250 his at for uplift
conditions
Fastener Spacin7 and Dia-phragm Design xnfrir malion for i'*is
Load from above Closest Din-Cenler Spacing per Row(') Diaphragm Design lntormattanlrt
6560 gd(0.113"x254'), led 111148'x 3"1Equivalent Maximum
Bd (12d(0.148'x 3y."), led(0,162"x315') Nominal Capacity
led led(0.135"x3149 Framing Wlith (pit)
12d 4' 4'w 6' 2- 425
4" 4"rs% 6' 3" 480
3" 4`11 6" 3" 120
(I) One row of fasteners permitted live at abutting panel edges) for diaphragms. Stagger nails when using
j 4" on-center spacing and maintain 1T" joist and panel edge distance. For other applications, multiple rows of fasteners are
permitted if the rows am offset at least 54" and staggered.
2x4 minimum As" (2) To achieve ode tabulated, unblocked diaphragm design values for T11e 110. 210, and 230 joists, use fasteners in comhina-
squash blocks tion with an ASTM D3498 non-polyurethane sub-floor adhesive. For nailed-only conditions, up. 85% of codaLahulated values.
(3) Can he reduced to 3" on-center for Tight gauge steel straps with 106 10.148 x 1157 nails.
• Maximum spacing of nails is 18"on-center.
14 gauge staples may be substituted for Ed (0.113' x 214) nails if minimum penetration of 1` is achieved.
"
Use 2x4 Table also applies to the attachment of Tile rim joists and blocking panels to the wall plate
an arminimum squash blocks to transfer
I118 joist Also see nailing requirements on page 8
lvoad around
(Level Trus Joist' TJI° Joist Speclfier's GW de TJ-4000 February 2009 9
LMAZ/MA/MAB Mudsill Anchors Page 2 of 4
Am h og
See below Gl ns ~ . mp
Fasteners All owahleLoa (Is'OF;SP0601 /v 's
Model Sill
N a. Sipe Sides Tnp upli0 Parallel to Perp. to
Mali! IFil Plale(F7)
S P'~I'lG6j
/f/ I
1. Loads have been increased for short-term loading.
2. For uplift loads, provide attachment from mudsill to building's structural components to prevent cross-grain bending.
3. MA installed attachsed to the stud has no load reduction for parallel loads, has a perpendicular load of 670 lbs. and an uplift of 635 Ins.
4. LMAZ installed attached to the stud has no load reduction for parallel and perpendicular loads and an uplift of 600 lbs. for LMA4 and 635 lbs.
for LMA6.
5. For stemwall applications, allowable loads are based on a minimum stemwall width of 6".
6. Testing to new ICC-ES acceptance criteria to be completed in 2009. Refer to this website for latest loads and information.
7. NAILS: 10dx1 1/2" = 0.146" dia. x 1 1/2" long. See other nail sizes and information.
top
/
O.C-Sparing O.C.Spacing h1in-
rv mreplace °;e" to replacesd' Min.
No.
Anchor Bolt Anchor Boll Concrete C-C F. in 6 No. 6' 0. C. 6' O.C. pi lance Spacing
1160) (160) I Z
„
I h I -t,
1. Place anchors not more than 17from the end of each sill per code.
2. Spacing is based on parallel to plate load direction only.
3. shall have a minimum fm = 1500 psi and e a minimum f. = 2000 psi.
4. Spacing applies o x sill plates.
. next . top
http://www.strongtie.com/products/connectors/LMAZ-MA-MAB.asp 11/8/2009
e ®d P • ~i
J.S.THomPSON
.ENGINEERING, INC ii
structural and geotechnical
custom residential design
October 16, 2009
Travis Webb
American Homesmith LLC.
PO Box 97365
Raleigh, NC 27624 i
II
Dear Mr. Webb:
Per your request, I have reviewed the 2009 edition of the North Carolina
Residential Code to address the foundation anchor requirements and possible
alternatives for retrofitting additional anchor mechanisms.
Analysis revealed that for wind zones consistent with those of Harnett County,
'/z" anchor bolts are to be installed @ 6'-0" o.c. and within 1'-0" from the end of
each plate. When retrofitting anchor bolts to achieve these minimum
requirements, the contractor may install '/s" threaded rods embedded a minimum
of seven inches into a masonry foundation and secured with epoxy, or if the
foundation is a poured concrete wall or monoslab foundation, the contractor
may install 'A" x 6" expansion sleeve anchors such as "Red Heads".
Please call me if you have any questions.
Sincerely,
J.S. Thompson Engineering, Inc.
N.C. License No. C-1733
q ~
Jeffrey B. Whitson, P.E.
s_ ~ 09$7$4 2 -
~'R%~~~~~AINE~P~~
/o/o9
606Wade Avenue p
Raleigh, NC 27605 9
(919) 789-9919 OFFICE
(919) 789-9921 FAX
s
Join Rrpponting leader
as 14" TJI® 210 (4124" o/c
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS
. Pse., D Jlu.Vealm"~° FOR THE APPLICATION AND LOADS LISTED
Overall Dimension: 25' Se
1 3
-Irv
`
Product Diagram is Conceptual.
AnayNs Is for a Joist Member.
Pdmay Load Group. Residential - UNns Mess (p0r. 40A Live m 100 %dWa1b1.100 DUO
VeAml Loads
Type Cans Live Dead Location Application Commrd
Ponape) F10041.00) 240 65 for r
SUPPORTS:
Input Searing VoNCaltaeactiord Bnal DWII Other
Il1f111
vgdlh Length UnfileaMpgMfobi aa44y as I
1 Sedvag 7.50' 236' 45010210/S41 A3, Win Board I Pty, 1M x 14' 0.8E TJSUend Rib Boards aaaa R.~,'xri
2 Sbdaas 3,50' 3AM ta8913"1011868 83 None •,:=9 i
3 Studwal 7.50' 2.28' 483/106/0/589 A3: RIM Board 1Py„/4'x 14' O.SE TJSOaid Rib Boar
Sea Bevatb8peri8ersMu00efa Guide for detell(s): AS: Ran Bowd.B7 - .i .
DESIGN CONTROLS: ! 9 J
Maximum anion Control Result Location J ~t`lepa°'
Sleev(es) -1000 4155 1045 Pamed(49%) RL and Span l under Fluor loading ~f ..jQ..
Vertical lbehOon(les) 1860 1688 2145 Passed (87%) Sae0n92 underFloorlusding
Q.. N
Momer4(Ft4.m) -2186 -2186 449p Paged p9%1 MID Span? under Flow lcadbB auelA+r
Live Load Dell (in) OA69 0.398 Pasted (1x99•) MID SpM 2 Miler Flow ALTEWMTE Open leading
Total Load 044 (in) 0.103 0.677 Passed(U999e) MID Span 2 under FlsorALTERNATE Wan loadig
TJPm 53 70 Passed Span 2
-0MrctlonCdkM: STANDARD(LUU480JUL1240).
Aslludlon anapsb Is based on oomposie*soon vdm sangria layer of 2332' Panels (24' Span Rating) GLUED 6 NAILED rood docking.
-8Mdng(W):Afi. , bnedged (ep and b*=)Metbe braced at 4.9'ok uMSS40nbd o0ewase. Pm *Mbduy*MaMpowwrvoflmm breclnglsra4Wmdeoacldeve
n whew stabliy.
-The bad conditions considered in 0ds design anaa/sas lrftK%sEpnalo drabber pattern loading.
ADDITIONAL NOTES:
4MPOFrrANTI The anayals prsented is output from so re developed by Levels. Allowable product values ahwem aro In acconence w~eyNNp1~r~Woy~Jrr~BaM ILna~ aaM coda
accapeddesignvabes. ILM*Englroenng has verified lid watysls. The W04 adds and darensluro have and pradded by spun I M!)Hr!/ _ rib t
and mlMl be verified and approved for the specific application by On design professional for tie project.
-THSANALYSIS FOR RoveIb PRODUCTS ONLY[ PRODUCT SUBSTITUTION VOIDS THISANALYS18.
-AenmMe firms Design rroUn00obpywa4 used forBuldbg Code ISC aroYidng the 8eve1D DbblbuOon producllbted above.
PROJECT INFORMATION: OPERATOR INFORMATION:
Lo 13 C1radMO Ridge Michael Rapp
HanroO County, NC [Level by Weyerhaeuser
copyright o ages by le.aveb, federal way, RA.
Wie IM 14-aeaaa are raglatarad tra4eaarks of SLawl®.
e-I anlate.Pre' and Nave` are tradevarka of SLaoW.
D:\baa is am Sottdnp\Ilappa\Dlekrgp\eoutaSendWrole\hat is chandiors Ridge aeaner.ase
i.C E' I JA
x Load hearing or shear wall above Load hearing wall above ~tT)~i iT`9' lBiE deal lI1gp--
(muststackoverwallbelow) (must stack over wall below) - s r a.Tk f~E
~t sib e633 RLVS 7i"t?
Blocking 2x4 minimum
panel squash blacks
A5'
i; Web stiffeners required
Web stiffeners required Web stiffeners required , each side at 03W
each side at 81W each side at 32W
IRC 501.7 requires lateral restraint j
fitociingJ at all intermediate supports Blocking panels may be required Blocking panels may he required
in Seismic Design Categories Ow Or, And with shear walls above or below- with shear walls above or below-
" Or to strengthen the floor diaphragm see defai181 see detail Of
Flush hearing plate required. 1k. Applysubdoor
Two 2 screws for 2x 4connechons adhesive to aft
Maximum r/A'overhang st t surfaces
permitted at beam.
Top flange
hanger Face mount 113" x 2~nS
hanger 44" screws,
Directly applied ceiling ypical
Web stiffeners required if sides of
hanger do not laterally support at least
s.5" of TIM joist top flange
i. When specified on the layout one of the above
bracing apUOns Is required
rill('. nrofl 5dccke E11drb k Sins
Backer black: Install tight to top Tllm 110 210 T30 or 360 580
flange (tight to bottom flange wdh Backer hock
face mount hangers). Attach hmh sides of 91/2" er 9hh" ar 14" er 9'A" or 14" or 14" ar
16" 11 Ue" Ifi"
with single Depth 11%x, lA" 117/8" 16" 111/1"
with ten l Oil (0.128' x 3'1
web
nails, clinched Filar loist Filler Bleckfl) 11x6 yxg 2x6+34" 2x8+s/e' 2x6+'h" 2x8+/z" Two two
when possible- (Detail H2) sheathing sheathing sheathing sheathing 26 2x8
Cantilever 2x6 2x10 2x6+3'x" 2x10+a2" 2x6+Va" 2x10+'✓a"
Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not applicable
(Detail E4) long long 4'-0" long 6'-0' long d'-O" long 64" long
Filler block: Nail with ten 104 Backer Blockitl
(0.128' x 3") nails, clinched. Use ten (Detail Fl ''/e' or 3A' 3.' or r/a* `/a' or I" net 2x6 2x8
16d (0.135" x 344') nails from each or 112)
side with TIP 560 joists.
(q If necessary, increase tiller and hacker block height for lace mount hangers and maintain rh" gap at [op of joist.
See detail y7. Wier and backer block dimensions steroid accommodate required nailing without splitting. The
With tap flange hangers, backer block required only suggested minim um length is 24" for filler and 12' for backer blocks.
for downward loads exceeding 250 ibs or for uplift
conditions
Fiste2Teh paring; s'nsd P7m.;Jlh agll) Design wilfilEt",110"li+ fol 71F' ifk`,ts -
Load from above j Closest On-Center Spacing per Roller Diaphragm Desin lnformationtR)
k560 Btl(0.113'x2V lOd(0.148"x3'), Equivalent Maximum
IOd Bd (0.135" x 314 j Ifitl (0.162" x 3H°) flommild Cappit) y
12d 4' 4"Ji 6" 2" 425
4" 4.01 6. 3' 480
3' Va 6" 3" 720
One row at fasteners permitted (two at abutting panel edges) for diaphragms. Stagger nails when using
4' on-cemer spacing and maintain 'r4" joist and panel edge distance. Far other applications, multiple news of fasteners are
permitted if the rows are offset at least W" and staggered.
20 minimum ll (2) To achieve code-tabulated, unb]aoked diaphragm design values for IDe 110. 2111. and 230 joists, use fasteners in combine-
squash blocks tion with an ASTM 03498 non-polyurethane sub-floor adhesive. For nailed-only conditions, use 85% of code-tabulated values.
(3) Can he reduced to 3" On-center for light gauge steel straps with Off (0.148" x 1S') nails.
" Maximum spacing of nails is )8" on-center.
I " 14 gauge staples may be substituted for ad (OF 13" x 24') nails if minimum penetration of I' is achieved.
• Table also applies to the attachment of File rim joists and blacking panels to the wall plate.
Use 1x4 ndnimum squash blocks to transfer ,
load around Via joist Also see nailing requirements on page 8
]Level Trus Joist" TJI"' Joist Specifier's Guide TJ-4000 February 2009 9
'PARED 11/12/09, 14:01:55 INSPECTION TICKET PAGE 22
nett County INSPECTOR: IVR DATE 11/13/09
ADDRESS 50 TURNER MATTHEW CT SUBDIV: CHANDLERS RIDGE 21LOTS
CONTRACTOR :,AMERICAN HOMESMITH LLC PHONE (919) 422-4128
OWNER AMERICAN HOMESMITH LLC PHONE
PARCEL 01-0514- - -0002- -13-
APPL NUMBER: 09-50022862 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 09/17/2009 09:58 AM JBROCK
CHANDLERS RIDGE #13
HWY 210 S TURN LEFT ON OVERHILLS TRUN R
ON JACK HARRIS
STRUCTURE: 000 000 40X52 4BDR SLAB W/ GARAGE & PATIO
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 9/24/09 KS R*PLUMB UNDER SLAB VRU 001826775
9/24/09 AP
Bill 01 9/28/09 BS R*BLDG SLAB INSP VRU 001827831
9/28/09 DA Slab shall be insulated or a Rescheck version 4.0.0 or
later shall verify calculated trade off. DO NOT POUR
Bill 02 9/29/09 DT R*BLDG SLAB INSP VRU 001828632
9/29/09 AP
R425 01 10/28/09 JH FOUR TRADE ROUGH IN VRU 001842965
10/28/09 DP 1)Anchor straps are more than 3 or 4 feet throughout house 1
need to know witch strap is being used.
2)Plans call for 3 jack studs in corners of garage doors.
3)Missing nails in anchor straps throughout house.
4)Plans call for 3 king studs on each side of jacks under
lvls in garage.
5)Need engineer letter for holes drilled in lvls within
1/8"from flang throughout house & within 316" of load
bearing wall in kitchen.
6)Fire box no installed.
7)Fire caulk 3" pipe @ top plate in back right corner of
living room.
8)Missing nail guard @ bottom plate on 4" pipe O front door.
9)Missing collar for joint in flex duct in hall O front door
10)Osb not nailed to stud on end wall to right of window in
mater bed & in master bath closet.
ll)Fire caulk hole in bottom plate on wall to right of
sinks in master bath room.
12)Missing duct for exhaust fan in master bathroom.
13)All lvls upstairs need to have 4 jack studs under each
end per plans.
14)Missing bracing on A03 roof truss.
2
R427 01 11/03/09 JH FOUR TRADE ROUGH IN >2500 VRU 001845015
11/03/09 DA Need engineer letter for violations #1 and #5
A814 01 11/03/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001845007
11/04/09 AP 50 turner matthew ct lot 13
spring lake 28390
T/S: 11/04/2009 04:07 PM TWARD
CONTINUED ONTO NEXT PAGE
P PARED 11/12/09, 14:01:55 INSPECTION TICKET PAGE 23
.-nett County INSPECTOR: IVR DATE 11/13/09
ADDRESS . :50 TURNER MATTHEW CT SUBDIV: CHANDLERS RIDGE 21LOTS
CONTRACTOR :'.MERT.CAN HOMESMITH LLC PHONE (919) 422-4128
OWNER AMERICAN HOMESMITH LLC PHONE
PARCEL 01-0514- - -0002- -13-
APPL NUMBER: 09-50022862 CP NEW RESIDENTIAL (SFD)
- - - - -
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
R425 02 11/09/09 BS FOUR TRADE ROUGH IN VRU 001847470
11/09/09 AP T/S: November 09, 2009 10:00 AM BSUTTON
I129 01 11/12/09 TI R*INSULATION INSPECTION VRU 001849147
11/12/09 -CA 'T/S: 11/12/2009 08:14 AM NTART
I129 02 11/13/09 TIP , ` R*INSULATION INSPECTION VRU 001849655
-Ai. fla to AP r
COMMENTS AND NOTES
PREPARED 1/13/10, 13:59:06 INSPECTION TICKET PAGE 15
Harnett County INSPECTOR: IVR DATE 1/14/10
ADDRESS . : 50 TURNER MATTHEW CT SUBDIV: CHANDLERS RIDGE 21LOTS
CONTRACTOR :AMERICAN HOMESMITH LLC PHONE (919) 422-4128
OWNER AMERICAN HOMESMITH-LLC PHONE
PARCEL 01-0514- - -0002- -13-
APPL NUMBER: 09-50022862 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 09/17/2009 09:58 AM JBROCK
CHANDLERS RIDGE #13
HWY 210 S TURN LEFT ON OVERHILLS TRUN R
ON JACK HARRIS
STRUCTURE: 000 000 40X52 413DR SLAB W/ GARAGE & PATIO
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 9/24/09 KS R*PLUMB UNDER SLAB VRU 001826775
9/24/09 AP
Bill 01 9/28/09 BS R*BLDG SLAB INSP VRU 001827831
9/28/09 DA Slab shall be insulated or a Rescheck version 4.0.0 or
later shall verify calculated trade off. DO NOT POUR
Bill 02 9/29/09 DT R*BLDG SLAB INSP VRU 001828632
9/29/09 AP
R425 01 10/28/09 JH FOUR TRADE ROUGH IN VRU 001842965
10/28/09 DP 1)Anchor straps are more than 3 or 4 feet throughout house 1
need to know witch strap is being used.
2)Plans call for 3 jack studs in corners of garage doors.
3)Missing nails in anchor straps throughout house.
4)Plans call for 3 king studs on each side of jacks under
lvls in garage.
5)Need engineer letter for holes drilled in lvls within
1/8"from flang throughout house & within 3'6" of load
bearing wall in kitchen.
6)Fire box no installed.
7)Fire caulk 3" pipe @ top plate in back right corner
living room.
8)Missing nail guard @ bottom plate on 4" pipe @ frc"
9)Missing collar for joint in flex duct in hall @ f
10)Osb not nailed to stud on end wall to right of%~
mater bed & in master bath closet.
ll)Fire caulk hole in bottom plate on wall to r
sinks in master bath room. /
12)Missing duct for exhaust fan in master batY
13)All lvls upstairs need to have 4 jack stun
end per plans.
14)Missing bracing on A03 roof truss.
R427 01 11/03/09 JH FOUR TRADE ROUGH IN >2500 VRU 00184!
11/03/09 DA Need engineer letter for violations #1;~
A814 01 11/03/09 TW DRESS CONFIRMATION TIME: 17:00 V'
11/04/09 AP 50 turner matthew ct lot 13
spring lake 28390
T/S: 11/04/2009 04:07 PM TWARD~
CONTINUED ONTO NEXT PAGE
PREPARED 1/13/10, 13:59:06 INSPECTION TICKET PAGE 16
Harnett County INSPECTOR: IVR DATE 1/14/10
T---------------------------------------------------------------------
ADDRESS . : 50 TURNER MATTHEW CT SUBDIV: CHANDLERS RIDGE 21LOTS
CONTRACTOR AMERICAN HOMESMITH LLC PHONE (919) 422-4128
OWNER AMERICAN HOMESMITH LLC PHONE
PARCEL 01-0514- - -0002- -13-
APPL NUMBER: 09-50022862 CP NEW RESIDENTIAL (SFD)
- - - - -
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
- - -
R425 02 11/09/09 BS FOUR TRADE ROUGH IN VRU 001847470
11/09/09 AP T/S: November 09, 2009 10:00 AM BSUTTON
I129 O1 11/12/09 TI R*INSULATION INSPECTION VRU 001849147
11/12/09 CA T/S: 11/12/2009 08:14 AM NTART
I129 02 11/13/09 DT R*INSULATION INSPECTION VRU 001849655
11/13/09 AP
R431 01 1/12/10 DJ FOUR TRADE FINAL >2500 VRU 001869169
1/12/10 CA T/S: 01/12/2010 08:37 AM DJOHNSON
R431 02 ,1'/'14'/'1\0 `T)II 1\,~ FOUR TRADE FINAL >2500 VRU 001870351
COMMENTS AND NOTES
i
PREPARED 1/14/10, 13:58:51 INSPECTION TICKET PAGE 16
Harnett County, INSPECTOR: IVR DATE 1/15/10
ADDRESS . : 50 TURNER MATTHEW CT SUBDIV: CHANDLERS RIDGE 21LOTS
CONTRACTOR.: AMERICAN HOMESMITH LLC PHONE (919) 422-4128
OWNER AMERICAN HOMESMITH LLC PHONE
PARCEL 01-0514- - -0002- -13-
APPL NUMBER: 09-50022862 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 09/17/2009 09:58 AM JBROCK
CHANDLERS RIDGE #13
HWY 210 S TURN LEFT ON OVERHILLS TRUN R
ON JACK HARRIS
STRUCTURE: 000 000 40X52 4BDR SLAB W/ GARAGE & PATIO
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 9/24/09 KS R*PLUMB UNDER SLAB VRU 001826775
9/24/09 AP
Bill 01 9/28/09 BS R*BLDG SLAB INSP VRU 001827831
9/28/09 DA Slab shall be insulated or a Rescheck version 4.0.0 or
later shall verify calculated trade off. DO NOT POUR
Bill 02 9/29/09 DT R*BLDG SLAB INSP VRU 001828632
9/29/09 AP
R425 01 10/28/09 JH FOUR TRADE ROUGH IN VRU 001842965
10/28/09 DP 1)Anchor straps are more than 3 or 4 feet throughout house 1
need to know witch strap is being used.
2)Plans call for 3 jack studs in corners of garage doors.
3)Missing nails in anchor straps throughout house.
4)Plans call for 3 king studs on each side of jacks under
lvls in garage.
5)Need engineer letter for holes drilled in lvls within
1/8"from flang throughout house & within 316" of load
bearing wall in kitchen.
6)Fire box no installed.
7)Fire caulk 3" pipe @ top plate in back right corner of
living room.
8)Missing nail guard @ bottom plate on 4" pipe @ front door.
9)Missing collar for joint in flex duct in hall @ front door
10)Osb not nailed to stud on end wall to right of window in
mater bed & in master bath closet.
ll)Fire caulk hole in bottom plate on wall to right of
sinks in master bath room.
12)Missing duct for exhaust fan in master bathroom.
13)All lvls upstairs need to have 4 jack studs under each
end per plans.
14)Missing bracing on A03 roof truss.
2
R427 01 11/03/09 JH FOUR TRADE ROUGH IN >2500 VRU 001845015
11/03/09 DA Need engineer letter for violations #1 and #5
A814 01 11/03/09 TW /ADDRESS CONFIRMATION TIME: 17:00 VRU 001845007
11/04/09 AP v 50 turner matthew ct lot 13
spring lake 28390
T/S: 11/04/2009 04:07 PM TWARD
CONTINUED ONTO NEXT PAGE
PREPARED 1/14/10, 13:58:51 INSPECTION TICKET PAGE 17
Harnetj County INSPECTOR: IVR DATE 1/15/10
ADDRESS . : 50 TURNER MATTHEW CT SUBDIV: CHANDLERS RIDGE 21LOTS
CONTRACTOR.: AMERICAN HOMESMITH LLC PHONE (919) 422-4128
OWNER AMERICAN HOMESMITH LLC PHONE
PARCEL 01-0514- - -0002- -13-
APPL NUMBER: 09-50022862 CP NEW RESIDENTIAL (SFD)
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
R425 02 11/09/09 BS FOUR TRADE ROUGH IN VRU 001647470
11/09/09 AP T/S: November 09, 2009 10:00 AM BSUTTON
I129 01 11/12/09 TI R*INSULATION INSPECTION VRU 001849147
11/12/09 CA T/S: 11/12/2009 08:14 AM NTART
I129 02 11/13/09 DT R*INSULATION INSPECTION VRU 001849655
11/13/09 AP
R431 01 1/12/10 DJ FOUR TRADE FINAL >2500 VRU 001869189
1/12/10 CA T/S: 01/12/2010 08:37 AM DJOHNSON
R431 02 1/14/10 FOUR TRADE FINAL >2500 VRU 001870351
1/14/10 DA 1. Light missing in back upstairs bathroom.
2. Exhaust duct on left side of house missing vent.
No fee, call to reschedule.
T/S: 01/14/2010 11:13 AM DETAYLOR
R429 01 1/15/10 TI FOUR TRADE FINAL VRU 001871246
- - - - - - COMMENTS AND NOTES -
v.,y.wc.,>yw. ' .'-.!'S •1 •-`\T°'~'°+W "'~#'''~r-:x. _~.~7~SxiY:K7•Mi`9~J~'0.r'J9S ~....en:.rn.a^F~ T'l"m1T~1"~
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COUNTY OF HARNETT
DEPARTMENT ~
OF BUILDING INSPECTION
4 AND PLANNING/DEVELOPMENT
CERTIFICATE OF OCCUPANCY
'i This certificate issued pursuant to the requirements of Section 105 of the North Carolina State Building ~h
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: I` P $t 4Y n ,v Conditional Use Permit No.:
Type of Construction: Building Permit No.: IT
Xm~
Owner of Building: tTt M P C 1 t~ A tLMf cY„ Electrical Permit No.:
Building Address: S O j i nr r- thA*keok/4. insulation Permit No.: y
Zoning District: svr'i n_~ ~J[ "a Plumbing Permit No. Zoning Permit No.: Mech. Permit No.:
Date: Envir. C.O. No.:
-Z>, c Buil Official Zoning Official
14
WVW