INSPECTION W/ ENG INFO PREPARED 5/14/18, 14 :09:05 INSPECTION TICKET PAGE 16
Harnett County INSPECTOR: IVR DATE 5/15/18
•
ADDRESS . : 160 FALLS CREEK DR SUBDIV: ACC ANDERSON CRK CROSSING 78LT
CONTRACTOR : H & H CONSTRUCTORS INC PHONE : (910) 486-4864
OWNER . . : H & H CONSTRUCTORS INC PHONE :
PARCEL . . : 01-0535-24- -0100- -70-
APPL NUMBER: 17-50042853 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : T/S: 11/30/2017 04:22 PM JBROCK ----
ANDERSON CREEK CLUB #145 - ON FALLS
CREEK DR
STRUCTURE: 000 000 41%62 4BDR 2.5BATH SLAB N/ GARAGE
FLOOD ZONE - FLOOD ZONE X
# BATHS 2.5 # BEDROOMS • 4000000.00
PROPOSED USE - SFD SEPTIC - EXISTING' • SEWER
WATER SUPPLY - COUNTY
PERMIT: CPSF 00 CP • SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
A814 01 1/18/18 SB ADDRESS CONFIRMATION TIME: 17:00 VRU #: 003076700
1/19/18 AP 160 FALLS CREEK DR SPRING LAKE 28390
T/S: 01/19/2018 12 :37 PM SBENNETT
8101 01 1/18/18 JH R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 003076692
1/19/18 AP T/S: 01/16/2018 10:12 AM BPETRICH
T/S: 01/16/2018 03:13 PM LLUCAS
NO T-POLE
B103 01 2/02/18 JH R*BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU #: 003084225
2/02/18 AP T/S: 02/01/2018 09:47 AM LLUCAS
T-POLE PASSED
B101 02 3/22/18 JH R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 003104551
3/22/18 AP T/S: 03/21/2018 11:46 AM JBROCK
footing needed to add ext covered porch
P309 01 3/28/18 JH R*PLUMB UNDER SLAB TIME: 17:00 VRU #: 003107380
3/28/18 AP T/S: 03/27/2018 01:53 PM JBROCK
B103 02 3/29/18 JH R*BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU #: 003107968
3/29/18 AP T/S: 03/28/2018 12:29 PM LLUCAS
NEEDS ANOTHER
B111 01 4/03/18 JH R*BLDG SLAB INSP/TEMP SVC POLE TIME: 17:00 VRU #: 003109097
4/03/18 AP T/S: 04/02/2018 09:30 AM LLUCAS
B104 01 5/07/18 JB R*FOUND & SETBACK VERIF SURVEY TIME: 17:00 VRU #: 003124690
5/07/18 AP T/S: 05/07/2018 02:58 PM JBROCK
R425 01 5/10/18 JH FOUR TRADE ROUGH IN TIME: 17:00 VRU #: 003125291
5/10/18 DA T/S: 05/08/2018 03 :59 PM JBROCK
$Engineer letter for holes drilled in 2ply truss at top of
stairs.pkissing hurricane straps in front left
bedroom, Missing baffles in front bedroom closet.
I129 01 5 15 18 T R*INSULATION INSPECTION TIME: 17:00 VRU #: 003127420
T/S: 05/14/2018 11:53 AM LLUCAS
R425 02 5/15 5 18 T FOUR TRADE ROUGH IN TIME: 17:00 VRU #: 003127438
�� T/S: 05/14/2018 11:53 AM LLUCAS
VVV COMMENTS AND NOTES
ENGINEERIN��O
A MiTek Affiliate
RE: 1387080- H&H-NC/Biltmore/113/AndersonCreekCrossi Trenco
818 Soundside Rd
Site Information: Edenton, NC 27932
Project Customer: H and H Project Name: 1387080
Lot/Block: 113 Subdivision: Anderson Creek Crossing
Model:
Address:
City: SPRING LAKE State: NC
General Truss Engineering Criteria&Design Loads (Individual Truss Design
Drawings Show Special Loading Conditions):
Design Code: IRC2009/TPI2007 Design Program: MiTek 20/20 8.2
Wind Code: ASCE 7-05 Wind Speed: 100 mph Design Method: MWFRS(low-rise)/C-C hybrid Wind ASCE 7-05
Roof Load: 40.0 psf Floor Load: N/A psf
Mean Roof Height(feet): 25 Exposure Category: C
No. Seal# Truss Name Date
1 133305984 004 5111/18
The truss drawing(s)referenced above have been prepared by „,,,r„,
MiTek USA,Inc.under my direct supervision based on the parameters ,0� .04 CARO
provided by Builders FirstSource-Sumter,SC. o' ' FESS/. 1
Truss Design Engineer's Name: Vance, Jeff S 'e Q•O 1%9. 9 ';
My license renewal date for the state of North Carolina is December 31,2018.
IMPORTANT NOTE:The seal on these truss component designs is a certification ,
that the engineer named is licensed in the judsdicgon(s)kenbfied and that the �/
'4iG { v9 • L•7 •
designs comply with ANSI/TPI 1. These designs are based upon parameters /
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were
given to MiTek or TRENCO. Any project specific information included is for Mnek's or . V '
TRENCO's customers file reference purpose only,and was not taken into account in the % (<` '�,N N P.'.Ute;
preparation of these designs. MiTek or TRENCO has not independently verified the ',CR �'.... Pa
applicability of the design parameters or the designs for any particular building. Before use, ', T '' C
the building designer should verify applicability of design parameters and properly 1111,11•110%1
incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. May 11,2018
1 of 1 Vance, Jeff
bb , Truss Truss Type Oty Ply H&H-Nc,aitnorentynrina:nOeelCmssl
1333059884
1357023 I OH Cemnnn Girder 1
) 2 Job Reference I°Mond)
Buffer PP Soum,6uMa,6C 3310 E Fet 2331018 MRek/nannies,Inc. Fn May 1114:01212018 Pep I
lD:h9GlFS11kwdxsxwp5li0SNOzln2iGZuxAubzxflieFC99mrg3JW9ag005UlernHYto
. 4-2-10 1 8-1-12 j 11-11-14 161E
4-2-10 3-11-2 3-10- 2 1 4-vin
REPAIR:
3(4 HOLE DRILLED IN BOTTOM CHORD 8'J" 445 11 Scale=1:61.6
FROM LEFT END 1-1/2"UP FROM BOTTOM OF BOTTOM CHORD.
11'FROM LEFT END(3)-1/2"HOLES DRILLED 1-114"APART ALONG CENTERLINE. O
ADD 13'CONTINUOUS BEARING AS SHO 1Ml.
I 1]Wi]
2x4
2x4 O
E
405 O 405 o
e
/) F
fa
g�n- � �1I1.�m®m�1la `L G Is
�A'G�Tii.�� s�� vs�aw-aaa� w -3
HTU26 HTU26 HTU26 HTU26 HTU26 HTU26
R S T I U V H HTU26 4410 II
3410 MT2OHS II 7x14 MT2OHS=
NO LUMBER DEFECTS ARE TO BE LOCATED WITHIN 1/-12"OF HOLES.
0.1-12 I 13-0-0 16-1-8 1
6-1-12 4-10-4 3-1-6
PlateOnaets(x Y) 10.:0-5A,Edgel IG003-11.0-0-11 1-7-00+121 _
LOADING (psf) SPACING- 2-0-0 CSL DEFL in (loci MeV Lid PLATES GRIP
TOLL 20.0 Plate Grip DOL 1.15 TC 0.79 Vert(LL) -0.12 I-L >847 360 MT20 244/190
TCDL 100 Lumber DOL 1.15 BC 0.55 Verl(TL) -0.27 I-L >358 240 MT2OHS 187/143
BCLL 00 • Rep Stresslncr NO WB 0.19 Horz(TL) 0.04 A Na n/e
SCOL 10.0 Code IRC2009ITP12007 Malin-MS /Ond(LL) 0.22 I-L >433 240 Height 219 lb FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP Not TOP CHORD Structural wood sheathing directly applied or 5-8-12 old purlins.
80T CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 m bracing.
WEBS 2x4 SP No.2
SLIDER Lett 2x4 SP No32-0-6 Right 2x8 SP No 22-00
REACTIONS. All bearings 13-0-0 except(p=length)G=0-3-3,H=0-343.
(Ib)- Max Hort A=252(LC 5)
Max Uplift All uplift 100 lb or less atpint(s)exceptA=1027(LC 7),G=551(LC 6),1=1975(LC 6),H—890(LC 4)
Max Gray All reactions 250 lb or less aijdnt(s)except A=1678(LC 2),G=940(LC 1),1=2940(LC 2),H=1119(LC 12),
A=1624(LC 1)
FORCES. (lb)-Max.Comp.Mlax.Ten.-All forces 250(Ib)or less except when shown
TOP CHORD A-B=2336/16222,BL=788/512,C-D=707/582,D-E=670/531,E-F=-670/490,
F-G-499/358
80T CHORD A-R=-540/647,RS=-540/647,S-T=-540/647,1-1=-540/647,I-U--312/510,U-W-3121510,
H-V=312/510,H-W=312/510,G-W=312/510
WEBS C-1=-3681329,D-1=-696/758
NOTES- (12)
1)2-ply truss to be connected together with 100(0131"x3•)nails as follows:
Top chords connected as follows 2x4-t row at 0-9-0 es.
Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 eo.
(ets connected as follows.244-1 row at 0-9-00c. , nn iii
2)Al loads are considered equally tippled to all pars,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to 4. An
ply connections have been provided to distribute only
s
loads noted as(F)or(B),unless otherwise indicated. ,l '
3)Unbalanced roof live loads have been considered for this design. /L /4
>
4)NWM:ASCE 7-05':1Wnph;TCDL�Opsf,BCDL=60pst',h=2511;Cat.ll;Exp 0;enclosed;MWFRS(low-nse);end vertical left and ,>‘‘‘"- 41 2
right exposed;Lumber DOL=160 plate grip DOL=1 60 1 .
5)This truss has been designed for basic load combinations,which include cases with reductions for murpe concurrent live loads
6)All plates are MT20 plates unless otherwise indicated. = SEAL
7)This PM has been designed for a 10.0 Psf bottom chord live bad npnwnartentvnth any other live loads. _ _
8)•This truss has been designed for a live load of 20 Opsf on the bottom rl,nm in all areas where arectangle 3-6-0 tall by 2-0-0 wide _ 046588 -
will M between the bottom Chad and any other members.
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1077 lb uplift at joint A,551 lb uplift at • 7�s�
pint G,1975 lb uplift at pint I,8901b uplift at joint H and 1077 lb uplift at pint A. '' ' .eft'.
N EPG .
10)Use Simpson Sbon9-Te HTU26(20-10d Girder,11-1Wx11/2 Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max. . (' • •.GINE.•'• �
starling at 2-0-12 tram the left end to 14-0-12toconnect truss(es)to back face of bottom chord. • #9 ' Jig.;
11)Fill all nail holes where hanger is in contact with lumber. C-
12)This manufactured buss is designed as an individual building component. The suitability and use of this component for any
particular building is the responsibility of the building designer per ANSI TPI I as referenced by the building code. 1 May 11,2018
Q*wean°-way dvgn peat mod Rata NOTES ON TMs ANC t UAJEO.wrefrawrENCE wo[r]m uv_StSOH WORE USE r
pammeters
Dewar
Bneusebow 5pererenintrussuss mwln.ethedarader mud veriiywapN M adeSeen pnenSrr properly',corporate Ns is for ye indleldual aginto the cok"Now diSi4n.
is Seeks r Edd Ylgely and to iridiCaled I,to pmwm/elapse will poabe pemelinju me ply damage For wgneitig li¢ryiecordng Oat tEMng NMiiek nlll o
M1Mcwl$n.Loose,Eewwy.tedm and daily Of bums and Yea systems.see ANWVW11 quality Crlowle.0BBM and Beth twang Cenpemw 016 SoMtide Road
SRM Iutmwmn evedede amm inns Rate Imadq 218 N.Lee Slree1,Slide 312.unseen.,VA 22314. EhMm,NC 27932
Job Truss Truss Type Ory Ply H8XNC9Mmel111RndersmpwkCmul
133305984
1387093 r C04 Gammon Girder 1
2 Jcb Reference lodpoall
amen NMSalam,Soler,SC 3.3108 Feb 232018 MIT*IMUSMa Inc.Fri May 1114:02:112018 Page
IB:M19GIFSIIkWdXSXWySLOSNOZW2-iG2u BubxNJlaGC9BrMp3jlpU9agiDfiUKbrvHybO
LOAD CASE(S) Standard
1)Dead♦Rad Live(balanced):Lumber Increase=115,Plate Increase=1.15
Uniform Loads(qt)
Veit A-D=-BO,13-G==10,J-N=-20
Concentrated Loads(Ib)
Vert 1=-747(B)R-747(8)S=-747(D)T -747(B)U=-747(B)V=-747(B)W=-747(B)
Owuwaa.wry t*.PnwwnanewD moms ON 7x15 Apr CL( Walar eoaEMEPAGE r.m3rev.roavms armee use
omiwr valid for use only with Mnew ammetersltsa design is based orca won parameters Mom.and Nfa all kr,dua budding miwlert not
sbras ayarnsa0re use.the bugrg dinar mw verify the applicability or design oannefre ad properly*corporate w:design the
mon ENGINEERING tn.
diking thaw.
m ° cpwaailvyeF masons w'r �thmc..
,rg .
annoys 9a aid to p.event IaSe pCsseI rnwamrerndaag. Yryere a ree%Mtion neeaumera.m,and eraunaamxesam truss systems.see Amavml wlcnra,p5aae
and BCM Boding Conwnad
Seely n.mmnau available from Truss Preb rmllb1e,r8 N Lee Siren sue 312.Pbuma.VA2214. ins NC 27932
•
FE S w v
n � S a 5 A -0
5 0e- al 5 `G
0
n 091'0 ;° �— a;005 2 _ m as y Go i y
55�'o m '3 ` � 'Lc m�n. ni mJOn'm 8c mCD a no3 m D
°Sa-° P'Aoog I' a O m3" °m.0 an'm` ° m a .m - ZO
aa a55 ' RS 0 0 _ vu m
'-o Aag3m oo Aon uImN H o �°m3 v_ma �n '�a- 3w � mm A
y�gm � A o �3 0 °T- nnw ° ° � 0a 02
o Q u md3 ' Z o g m ' D 3a $05015 ti
- -ogm a� g `� � 0 - 03a a. m 4.w e ' Ja. -1
ase o�z - ac- mo�3 wo-3,m' c °3o mS Z
3g �RS� � 0m ca ira a 0 A $$
� 0 26 30 - Ro tri o 23
5 _ m ..° &' o <
0
S
ri '° v � mm v z s, TOP CHORD
5� 90 CS IAC W
a =racy c % 6z mp 'Ag Tzm ® Z
_. m 8c1 °IC23 0 A8i CD C
iI awm mm m v y eco_ ~mm m
Q4b on Ay ° C MO
I710
~
m mm A O m 732
Nix 'o' » 6 an i m Pnro wm v C o
�' m m m S.Q m Kf y > an- 0 ® OK' `S
t'"D m m yvy Ei y 3
y i ® m nm SAA O o yc C w �/�
m £ £ �Jp Yrn
2 ow 0 ola a cif
€ I w '� m ? n i6 y r ym A f a (n
s t s WI�I m o -. m �� y.!. G -��'
.12.° H z m 0 N
P ' m -1
s CD
H A -0 m ° yo m 0 w m 3
z `�
@ m m D AC
lc o - m mQ
0' 2 m - �, Ii m ® a
n m om TOP CHORD
>0 32 aim 2 $° C e7 8. 1:i lig 112 ai mi- 07 an o aga aW a is SP 3c
z .a $ z
m ,s ,% a a ga ag , - L -8_. �v gg a° sal 3 -tgacg : ie aa 's: ?a m
g 0'3l a n5 a 33 as !Li _
a. as:- a 3 8 riga- g $R 3a^^-' ' o VJ
Qa 3ae $ 'i a "'a la 8a i" arra It as a. S ' a in ; s AS.oa a' v4 fD
�� a Pa as a t 'a Es i Kg as f .'s U;s a in
T1s -¢ a9 @ f 3
R5 - o$ § ' ea ga 91 q Kg na s3 ax, a. a as ? o N
3a �.S � o3 s i 'a d ' a'.•g Z a Qt" 3 li a5.. FIa .i `a.'G 8 if Et- 'a O g
a • I h 3 I m $Q ,a Di dI aai a8 45 'S ggi i eR is 6155. 12 o. d
as 3.t ' s 8 30. ` is �_I , w3 ��--'. ^1 ga Ea* _' a 4g a'i aaF gffi c' 0 U
Y3 2a A . 8 ° a & : ffi 6 •3- is _$' _s Q c w
a e$ 'fffi a f q go . YF 34 Rm as 33 oa Jt` i1 2a 3'. o'
°' g? a a o s 31 og ` a 3 , . s as o
= 3$ al
' a s i I ° ao ag , i a as 9 go ^ o
I a ia. P. i v
:3- - a $ a 3 "I Z
° ao
CD
CA