HomeMy WebLinkAbout06120091 CorrespondenceGC7-17-ZOg7 1.,13: 52 -'A=R. LEE -,UMBEi 317E39898< P. Di
s
1717 VVEST %VASHINGTON STREET
it4l }?(!hl?Dltl IS, IN ?6229
(3117)1329-4-1131 rAX (317) 639-6982
Foli
To: Dole From: Jim Smoot
Fax: 5800903 Pages: three _
Phone: Date: 101' 7107
Re: HuStan residence repair drawing CC: _
71 Urgent Li For Review J Please Comment D Please Reply t] Please Reeycle
Dsie,
I ha: e already faxed a copy of this to Freddy- I just wanted you o have a copy also. It is a repair ror a
floor miss at the Huston residence.
Thanks
Jim r-`• 1 ?.y^? (J?aJ?/?
OCT-17 09:52
ta010i]$
M, MMI
.MITerk"'
RC;WER TR PERVORr ,
CARTER LEE LUMBER
3176397582 P,n2
MITek Industries, Inc.
14513 Noah outer eny Drive
Suite 300
Chesteneld, NO 63317,°.746
Re:,}1680107
%Voodall I iuston Iii Floor
The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my di=ed supervision
based on the parameters provided by Caner Lee Building Component.
Pa s or sheets covered by this seal: 172941509 dnn 112941 704
M licerse renewal date for the state of Indiana is JULY 31, 2005.
FOX. Steve
. 'GIS7E.4c
ocTober 1]?007
The seal on th se drawings indicate acceptance of professiorch engineering responsibility solely for the
truss components s;iown The suitabilily and use of this component for any panieular building is the
responsibility of thabuilding designer, per ANSPTPI-2002 Chapter 2.
I-u'T-17-2007 09:52 C'4RTER. LEE LUMBER 317639E982 Y.03
T__
lu 4usv TmseT C Po !'/mMaa -:•.: F.xr :
rce 0 r
UNITS'.JS P.?541;C9'
:: E90:?- X32 FLOOR 25 1' ENC: DCR
_..? _ I _ LILO kefcence lcF'!o]eg_
e ICGPT'c?-'PF EJILDIIiG L'OM?DNENTS. !A(N,IRF SNLLP_.N 46:52 i-0i0s£cD 112b?N3Tek lyd3sine5. t, c. M1+.DT OG. 15 :32E'.131
1.11 aca
sw+-r
REPAIR'. TOP CHDBD HAS 12- DEEP BY 2' WD? '<OTCH IN 70= CHORD 1180 MOM LET END
':JTC F',, 5.4 M!120 11 ?x: M1120 =
'x4 M1120 '•+ 44 M1171-1,1X4 VII$01 314 M112a=1.Ex1111220 I,^..4 MII£G='1.h=M 12,,` .'1 '_16 M112C GA Erl w in120113.4 VII?C-:.S.I MI 12011 416 M 11.23 =aJN 1]01
V.r.;S 4X 25YON-A
REACTIONS (la+sxe,i X=56dD5-8, .'=2E3195.?
CV1 t,nvnv n5m wn?ry ,.. a•x=w^a ?•,?-?_..__._ ?
FORCES jlci-1.laperNm CGmpreuu:JMa3mcm Tensicn
TOP CHORD A,X= 51M. O P=-E VO, A-S-0IC, &C=-2:6410 C-D=-2160;0. 0E= 3 D. E- 350010, F-G-407410, G=-1=u i CrD,
W=4074m, I-J--407410, 1K=350310. K•_=3503.'04 LW=21"65/0. %N=2165+V, N-0-02
130T CHORD V.'-X=011204, V'J:=0121, U:'=Cr3E]S. T-U=0+3875.Si=:J<Ci4, .'.-S+03A?), O-R=02923.P-0?/12M
':,E35 N-P=1445,'9.3-X=-1443r10,1r0=0%11E9,LW=0/115E.M-0=-11510,C'.Y--11510.40=°2210.0-VJ=-921N,L?=0+40E,
D11-0/705,K-P.- -4.1314 E'J=-1 :53], .I-R 55!C, FV=-055'0. YS 104/511, F-T=10.5/515, G-T=2'0915. H-5-20717
NOTES
f) Unnalanced naa Eve bads nave been w ti-dered'CrNis aesign.
2) AII plates are W20 Wales unless c01a-wise Indicated.
31 The truss is designed in accn:danx xi .. Ue 2X31n:enz;b,Of P.esidehiRm Code =eulon, R502.11.: she 8902.10.? and refeler d
"Isms AN3VIPI t.
4) Recpmmenc 2A6 satin;;tacks, On e09C, spa.^.ee at 16040 r anc fas:tllec to back. taus M1tn 3-10d nz3s. SYDngbacis in Ee t.,achec's
orals m their oX.er ends-resitrabcd G7 CC1er means.
LOAD CASE(S) Standard
3911 I I II l1/11.1•
.?;;,; IcN F'b?l
i?\ .. 0? i
a0. 6J"<C2cd
•°• STATE OF •;'•4r
'4
/ 'O`` `
October 15,2007
\P^v. C rtJy ? xfpn 'u. vM ""'D •/Ofb Q 221+45 AYD YC '9..D PDTPX RE ^ SYG PAG£ Y ] BCFDRE
J".4": tr41?- F R,A t Jr`. .?a 4v. y -A. F ' y X/ ii C -']C L
L6NU Yf (1 trr^ry /YIX' MY q' r'C sG ']1F'rt Wiyin9 V4'e4 I - T+.'r Wa": P.
'G e101 ?Y. CG .12 '?T 1 i. -,Si?M1 'K C7?1 T rV.T SrV 'o
+1.. b NIh'C ?+1 IV C \sb 1v 0,IrenNG9
Calurly t.Ins--EG d .'sl iCtiLiI Ck e.
rrtA.?>>e,ECi.o.. veJC a?ss..raC r4, eevA ANSI/ ewfry . CS!-' va Csmphilam=n1
V`C
iolcry Inlwm? n awllze rrrivl cbrc h-1i`_I= °e LO'oti o b1m rJORiM. +?? `_ 119. _
S
?MfTek -
S+Uma
TOTAL ?.03
° 'r`_ Mi120 =
3.5 MII20 = e.p A1125 3[E 'J1120 - :> U1173. FF - 4s' M1120 = _v 1.1126 4A5 0II20
41- Mu].
=