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MiTek
CARTER LEE LUMBER
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CRRTER LEE RlILDI~ roMP.
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'14515 North QJ1er Fony OrlYo
5ui1eJOO
ChoctGffleld, MO 63017~746
Telephone 3141434.1200
F..31~3
Re: JO 90306
SiI erthome - Sedgwick Lot 18
The drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision
based on the parameters provided by Carter Lee Building Components.
Pages or sheets covered by this seal: 110598189 Ihru 110598189
My lice renewal date for the state of Indiana is July 31, 2006.
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June 30,2006
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The seal n these drawings indicate acceptance of professional engineering responslbllhy solely for the
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ility of the building designer, pel' ANSlffPI-2002 Chapter 2.
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CARTER LEE LUMBER
3176396982
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Re: J03903 6
Silverth e - Sedgwick Lot 18
MITek Industries, Inc.
14515 North Otrter FOIty Drive
SUite 300
Chesterf.,ld, 1.40 63017-5746
Telephone 314/434.1200
Fax 314/434-5343
The truss dra
based on the p
g(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision
eters provided by Carter Lee Building Components,
covered by this seal: ]]0651079 thru 110651079
wal date for the state of Indiana is JULY 31, 2006.
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July 13,2006
Fox, Steve
The seal on ese drawings indicate acceptance of professional engineering responsibility solely for the
truss compon nts shown. The suitability and use of this component for any particular building is the
responsibili of the building designer, per ANSUTPI-2oo2 Chapter 2.
JUL-14-2006 08:17
CARTER LEE LUM8ER
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ROOF lRUSS
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ATTACH WITH *12 (216" DIA.) X ~WOOD SCREWS PER THE FOLLOWING SCHEDULE:
2 x 3'8 _ 1 ROW, 2 x 4'S - 2 ROWS, 2 x 6'S AND lARGER. 3 ROWS: SPACED 0 ().6..(J D.C_
STAGGER SCREW SPACING fROM FRONT FACE AND BACK FACE FOR A NET G-3-0 O.C SPACING IN
THE MAIN MEMBER. USE A MIN. 0-3-0 MEMBER END DISTANCE. 00 NOT USE DRYWAlL OR
OEO<ING TYPE SCIEWS. PQ.OT HOlES SHALl BE DRIlLED FOR THE INSTAlLATION OF AlL WOOD
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U
3x8MJI2O
:0-3-8 04-0
-+5 __ 1-
....
:0-1-80.2
14--6--1
7-<'..13
24-1..2
''""'
32_1.14
"'""
,.....
7.0.2
46-7..
7....
1
!
PlateOftsets
G:().4.(l O.2.131,JH:D-ti~,o-2-121,II:()-3-(),Edael. 1K:D-3-o,~1.121, IQ:().3.8,0-2.-ol. IR:O-7..{J~0-3-41.IU:0-8~,Eda.1
l.OAmNG (pst)
TCll 20.0
TeDl 10.0
BCLL 0.0
aGDL 10.0
; lUMBER
I TOP CHORD 2 X 6 SPF No.2.
. J-L2X4SPFNo.2
BOT CHORD 2 X 6 SPF No.2.
R-S2X4SPF1650
N.P 2 X 4 SPF No.2
i WEBS 2X4$PFNo.2.Ell
C.T 2 X 4 SPF Stud,
F..Q2X4SPF165 1.5E,J-M2X45PFStud
B-T 2 X4 SPF 1650F 1.5E
2-0-0
1.15
1.15
CS. DEFL '0 <oocl - Ud PlAres GRIP
TC 0.95 Vert(LL) -0.57 R-T >968 3<10 '-41120 191/144
6C 0.95 Vert(TL) -1.45 R-T >383 240 MII16H 141/138
we 0.74 Horz(Tt) 1.05 K "'. "'.
(Mabix) Wlnd(ll) 0.48 R-T >999 240 Weight 257 Itl
BRACING
TOP CHORD Sheathed or '-9-13 oc purflns, except end vetticala.
BOT CHORD Rigid ceiling directly app"ed or 10-0-0 OC braclng, Except:
2-2-0 oc bradng: R-T.
WEBS 1 Rawatmldpt F..Q, 0-0, J-Q
. Ka192OJO-3-8
4)
5), K=-77(1oad case 6)
~
! FORCES (Ib) - Maximum Com
TOP CHORD A-B=OI38. B-C=-5
1-1-1:..2223J205, I.J-
BOT CHORD T 4;=4431398, S- T
M-N--1912354, K.
WEBS C- T--Q97/199. CoR
J-<)=-5141140. J--M
onIMaximum Tension
1600, C-D"'-71T11711, D-E_10421135, E-F=-7089/872, F-G:..2850129O. Q..tI"'-t930/200.
321164, J-K=-2962/127, K-LcOO6, B-U=-1959/332
15229, R-S=-882J5282, o-R-264/3311 , P-Qc.9112289, O-P=-91/2287, N-Q=-2M352,
20/2352
1356, E.R=.3191169, F-R=-632/42S1, F-Q=-16671339, G.Q=-157/1562. G-O=-6781171, H-Q:II-281801,
37, a.. T=-44914538
NOTES ",,\\\11111111""1,
'1)UnbalanoedrooflM11oadshave noonsj~fo;.th:iSdeslgn. "" ~"ENE.j::; II,;:
2) Wind: ASCE 7~: OOmph; h=25 TCDL=6.Opaf; BCDL-6.0psf; Category 11; Exp B; enc::losed; MWFRS gable end zone; cantilev8r left anr:l .$-" c;'\ ...........~ 0+ ........?
rtght exposed ; end verticallsfl right WlPosed; Lumber OOL=1.33 plate grip OOl=1.33. $' ,,'~c;.\ST E"lYi.' ~
. 3) provide adequate drainaga to pr t water pondlng:. ~ /~ 0.... ~
4) This truss has been designed for 10.0 pst boltom Chord Hve load nonconcumlnl with any other live loads. -. 09% . -
5}Allplatea 1I1'Q MT20 plates unless rwlsoindlcoted. ~ E' No. 6 ~ -266.: ~
6) Be~ng at joint(s) U considers pa allel to grain velue using ANSlfTP11 angle to gmin formula. Building designer should verffy capacity 01 ; . ; j . ~
beanng sl.rlace. ~ -0 \ STATE OF : Q: :::
7) Provide mechanicalooMedlon ( othera)oftrusatobeamgptatecapableofwllhstandlng97IbupCittaljoinIUandnlbupllftatjointK. -:;. "')1 '. / 4.i ~
, 8) this truss is designed In accordo with the 2003lnlematlonal Residential Codesections R502.11.1 and R802.10.2 and referenced -;. O~ .../J\lOIAt-\t-.... ~f.Q $"
! standartf ANSlfTP11. ....-;.; (<:'6' ..............\0." .$'
....'11, S'JONAl ~..~ "",
IlOAD.~E(S) S1andDrd 11/1/1'"11111\\\"'\
. Jul 1 2006
..... 1V.tUrMJ. VCl"(t).....
OesIgrlWJldrorlMontv>M1hMl1e1:
~:'Iy,~~~
fl'feClor. AddIIlonQI permonen' OR;lC
labrlcalicn.qvalltyc:or1l1Ol.storoge.
SlI'e1yllllomloloftavolablelromT
a...t' Jt&tD MnZB O1f!'BJl!ilAlflJ lMlUlDIf.D IIITJa( KJI&ItEIK3N. JIII..""'" DMJlE DB&.
tors. !"s ~n Is bo$Od odyupon ~tlm Ihown. andillarallrdW:lval bukIng c~.
Pf'OPIllI'WleorporOllon of compOnen!1s ro$pOf1Ilbllyol bukIng desIgnur.. nt>I N:J de$igrw.Ilrod-1g shown
mefI'lbeI'IorVy. Adcfiara tampa.-ary bruct1g lonLn!l slObll1V dvmg eonSll'UC;flan 11 lhe IlIS/XltIIblityollt1"
of h1lMlfoll sffvcM"e Ii lhe resplnlbl&tyot thll t:l\.ti1g ~er. Fa" generoIoJdonce ,.,g~g
1lIY. ef9C1IOn ond brocIng. COI"l$ull ANSt/rpn QualIIy Ohda. osa.., GIld Idn luIkIng Compon...s
PIotelnslil\Jre, 583 O'Onofrlo c.wtve. MadIsan. WI 53719.
1-4Q15H.0A8rFolty,
"'......
~,1<<)8>>I1
IIIri
lVI!1'ek-1
JUL-14-2006 08:17
.l.I.;\~..,:_.
JUL-14-20B6 :07:36
f--
CARTER LEE LUMBER
CARTER LEE llJ I LD I NG Cll'F'. . .
...."'u UAMA<;"U OR MISSING CHORD SPliCES
3176396982
317 P.01/01
V I -Kt:t-'U1A 1
P.04
...
TOTAl NUMBER OF' MAXIMUM FORCE (Ibs) 15% LOAD DURATION
NAILS EAC~.SlDE X SYP OF SPF HF
OF BREAI< .
INCHES
2><5 2><4 2><6 2><4 2x5 2><4 2>4 2>5
21 24" 1626 2439 1497 2246 1272 1908 1288 1932
27 30" 2119' 3136 1925 28aa 1635 2453 1556 . 2464
33 35' 2555 3832 2353 3529 1999 299<1 202' 3035
:)!f" 42" 3020'- "i530 2i81" '''4171 2362'" 3543 2392 .'3"5ffa--:!
30 '5 "'~ 5227 3209 "'2 2126 40BB 2160 ~140 I
i
""utn.""
,~." "" lV .. 1,1.
...." \\~. .. :';4/>'1.
..0/' .(~J ~."'_~~~.:~~.~-I
~.. ~-',,<'<;:':':"';::f:":':".
.. . ~"
W DIVIDE EQUALLY FRO 0 SACK
ATIACH 2x SCAB OF" THE SAME sIZe AND'GRADE AS THE BROKEN MEM8ER TO EACH FACE OF THE TRUSS
(CENTER ON 8REAK OR SPliCE) WICONSTRucnON QUAliTY AOOESIVE AND 10d NAILS
(TWO ROWS ~OR 2X4, THREE AOWS FOR 2x6) SPACED 3~oc STAGGEREO AS SHOWN.(.131-cfia." 31
THE LENGTH OF THE BREAK (C} SHAll NOT'EXCEED 12". (C=PLATE LENGTH FOR SPLICE REPAIRS)
THE MINIMUM OVERAlL SCAB lENGTH !U:aUI~ED (L) 1$ CALCULATED AS FOL.LOWS:
l=(2)X+C
I
I
I
I
I
I
I
'I NCTl!S.
, T"rllS REPA!R OETAA,./S Toa usee ONt,.Y FOR THE APPLtCAnON $rlOWN. THIS REPAIR OOES NOT IMPLY THAt TH! REMAINING PORTlON OF THE TRUSS
I lS UNDAMAGED. Tr!E ENTIRE RUSS SI1ALl. BE INSPECTEO 'TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIReD. 'MolEN HiE REaUIRED REPAIRS AR'E
~~OPERI.'" APPlIED. THe TR S5 WILL BE CAPA8lE OF SUPPORTING THE LOAO:; INDICATED.
I 2. ALL MEMe!;RS MUST BE Rf RNED TO THE~ ORIGINAl POSITIONS eEFORE: APPlING REPAIR AND HELD I'" ?V.CE ClJRING APPllCAllON OF REPA!R.
I 3. THE END OlSr.A,NCE. eOGE 01 T....NCEANO SPACING OF NAilS SMAl.L BE SUCH AS TO AVCID UNUSUAL SPlITTING OF THE WOOD.
<4. WI-iEN NAILING n-:e SCA~., E USE CF" A 6ACI(UP WEIGHT IS RECC)MLCENDa) TO AVOID lOOSENING OF 'n-IE CONNECTOR PLATES AT THE JOiNiS OR s;;ruccS.
I 5. nus REPAIR lS.e BE USED R SINGLE PLY TRUSSES IN THE 2x_ ORIENTATlQH ONLY.
a. THIS REP....IR IS UMtT;:O TO r SSES'MTI1 NO MORE THAN THREE BROKEN MEMBERS.
~\
i
!
;
,
i
I
I
I
Ap,\.( ~~'l &~~i~. I
F'~M "'{)~'TO w\1t3"" 6Dt.J~ i
. I
~ I
I
!
10d NAilS NEAR SIDE
10d NAILS FAR SIDe
TRUSS
AND 8R
FOR ILl.U
FIGURATION
lOCATIONS
nONS ONly
6"M1N
rriE OCATlON OF THE BREAK Mt.JST St:: GREATER THAN OR EQUAL TO THE REQUIREO X DIMENSION FROM ANY
PE 'METER BREAK OR HEEL JOINT AND A MINIMUM Of'.S" FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE)
DO NOT USE REPAIR FOR JOINT SPUCES
A"_'_Jlr_
Oe:slcn IIOIIcJ fOtuse orIywHn Leelc
A,~Obll1t\:OfdeslgnPOfaTl9fetJ
4t:x:!C"a~~ot.:'lOM:::ucl
Gll!Cfor. ~tt'00'101 pe"lTo"le!1t br
IatyIC~ quallf>:l COl";tloI. rtoroge.
~-, I,....._....:~_ _.,~"_...._ '-d. ~..
CUJd RIC&D NOUS 0Jr TBUiI AllfD MvcRss 8.ID2 B&ftUt8 IX8Ir.
nnecrors. ThIS desIg1 ~ bcs!d only upOn PO~:shown. and is to!' 01 hcIYldua bUldng COl"1\XnerJt.
'poper hcOl'pOrotionofCO'1'lpc.--enti!fl!llpOn5bf;tycfbuildlllg ~.noffn..r:ss~.e:oer,gshown
memben o:'\l'j( ."dCi'lbno- Nimporory ctOCi"Ig to inslJreWtcltydl.Mg COt'lStn.IcilOrlls the ............. o.lUllo( otme
; of l/'Ie overotl sfruc!>..Hllillhe l'6$p.:;Jo1Sbllry 01 the buJdng O8sIgrlef. For QeMIO! guida.-.oo MQOrdlng
. ...... '. ~jor.~ .~C?;g. _ ~ AJIGlMJ QuoIIy CriIofIo, DSH9 and 8CSn !!ul1dlng ComPOn.....
14616N.0uler~ ...
--
~1lId.MOt53lJ17
,
..:T....I...e I
TOTR.. P.01
TOTAL P.04
JUL-03-2006
....U.l,..o-V,.)-4VVC
07:38
vc.vv
CARTER LEE LUM8ER
vn.n~.&.:IJ.\ .uu.&.:.I ......-.LlLJ..I.'
CI1RTER LEE 8U I LD I NG COi'f'.
3176396982
--.-------
317
P.02
P.03
JU. -03-2006
1il7:53
'"
T~
Ply
"...
R-Lee BUI~G C
NT8. MO
\I'lL ,lNo4el:le
....
8 . oct ,.
1105liIe1~
I
MT.~.lnc. Fri.lu'l301530:I02DOll ~l
,
_ T2
ROOF iRvss
1--.
7+6 7-0-12
,.
...,
32-1_14
0-0."
Ma&i2D~
...,
..."
'"
''''
.
,
WMlI.20~
f.
:<
~
-.''''''
I
I
,
j
I
8.lc8t.1I2D=
J
t
1lO0[12
4IlIl..t2Il~
lj!
o
lb:UlIaml:
N
s..Ull26=
. l
Cx8a.t0:;:
.b:I1II12O=
K J
b4MlI2011
~
:<
.
Q 7_00riT
b12M11:i1OH"WO~
lIx10Nll2CH'
3llI!i1ll1t20-=
.. ..~
1 ... -1-104 3B-(().tl
,... 7-o.1~ ..., ..." ..." ,...
- 0Il.- Y, ""'" F:O+O~ -13 '>><l 'o.l~ ,..... R.
WODING(pot) COI """- '" 000) IIdell .... PLATES GRIP
TeLL 20.0 TC O.ft3 llen(l.l) .... <>Q .... '00 MII20 191"....
TeDL 10.0 Be O.a? Vert(TLl _1.37 <>Q >4D1 ,.., MII20H la7f143
8Cll 0.0 W8 ... Hca(n) 1.02 I "'" "',
.COt 10.0 -, WlndCUI ... D-Q .... ,... Weight: 280 Ib
.........
TOPCHORO
BOT CHORD
~..
SIleethed011.10-8OCptlmns, lbI:8pt.,clvertIcliIb.
RlgIdoeilinQcI1KlIrappllldor9-.1-4ocbrac*la.
1 Row. tmIpt 6-1.. ~H.
2~atlJ3pta l).H
~
'I TOP CHORD 2 X IJ SPF Nv.2 Exwpt"
G-I2X4SPF .2.
j' BOT CHORo :2 X.. GYP OS$
. M-02Xesvp .1.I-K2X.c.S'VPNo.2,K-M2X4SPf18Wl.5E
WEBS 2 X4 SPF No.2 lDPf'
B-Q2X4SPF It. ~2X" SPF 1650F 1.SE, H-J 2X4$PF Stud
Ar-QZX4SPP MOF1.5l:
i
I REAC1IONS {Ib/IIlh) RclV . tal852J0..3..e
! MlD:Hon:R-381 case.)
FORCES (Ib}-Maxlnann TensQ'i
TOP CHORD A-B=-657 ,B-C-T.M5I22i. C-O--72'Z1fE72, o-e-2e6OI47, E-F"..1eJO, F-o--22331O, G-tl-2"331O, H-t-294IW, ~
A-R=-2002/11
BOTCHORO Q.R~ fl...QL551J5228. Q.P:::>-5131lS211, N.Q00-4rt115879, ..........1081231&. L-M-lr:f11l318, K-t-o.'2!33. J.K-0r'2333
. hJooOm3J
WEBS B-Q-1D27111 B-O=Ot1642, 0-0=-.10013135, D-H-3712I316. E..H-GI1.4:S7. E-L....72ett79 FolatV885. H--l-5tlfJf4O,
H-.POI32O, 3H4S3
been consJdered fot IhtI dIIIgn.
rt TCm..6.~ BCOl-6.Opsf: CategoIy It; EJlp B; 0I'ld0aed: MWfRa getw 8nd mno; cantIIMl1' Iett and
ancl-ht~ L.umber 00l."".33 pl_gIfp DOl=l.:!:!. \\\,\UUlfllllll
'. ,,\ AN '"
prewmtwmer pending.. ....,... -v't:.G G l. ""'''
for.,0.0p.fbottomct'lotdIMlC8::lnonconamwnl.....anroChi!lrrNeIOilda. ~...... ~ .............. 1(, ...~
oIterwIM Indlcntd. ~ .r."fc.,G'STe~i::"". ~
~1d1o~value""ineANSVTPllangletogrU1~. BuIdIng"-9*ShoU1d~capac!lyd;:;: ~ ~ 0\-:.
withUle20D3lmern.clonl;IR~CodI!tsediofl.R502.1T.lanclRS02.10.2andrafMlnoecs g ! No. lQQC~lfj l. ~
) ;..\ j.~
de'vlce(s IflallbeplOVtltldlUftb!nttD.lIppartClX,_.....~Ioad(.)tOO'bdcMnlWl16Ibupllt It-1-12oo,:: ""0 \ STATEOF . q;- :::
~ IUCh oonneclion devlce(l) II the l8apOnIlbIIy ct dtlers. ;. "1l '. ? ~ ~
.1oada~1Id1Ott.faceclthe\ruaaal1lno1llCllISl\"ont(lW)or'**(8). ~ -O~ ....;I\'OIA~!;.-"... ~I.i;.$'
'? ;&5' .......-. r:,'" S'
............, "iS/OHA.\. 'E.~ \","\
/II"'UUIIIII'\\\\\
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~b.Adc:!llIeInc:Ir~"'
~quaII~_d.
Saldy"""'Iiorl~le
-- UolD~OJfnr.-UiID~.ID:I"lrC&III'JIlItCM:I~".H"aooAI:_
C<lMeI;lOoI.lW;sdellgnlltoedlllW\t____-.._.......C1..~~~
ar>dpilQ.,..~ra.oI~is~ofb<.lclnv_v.--not""""...........'*'u.-.-...
web~0My.~~~Io........~ClIdng~4".~",,1tw
ofTht~~ilth....~of....~d...........~~..~
~...-cfbn~bnxirla.-.n AlCPITPIIQ....,~.DIWf...ttallS1l11d1..~
r....l"IIrlall"lllllvle.5I3D'~~i\o'Ic:door\.wrwl'.
101$1111.0.-.........
....~..
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MiTek-'
'-.....;:.