1936 Truss Specs (2)+ o,
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TCLL= 25 psf
~7CDL=10 psf
iBCDL=30 psl
PI[ch: 6/12
~Talls: 12"
iWlntl load
BS MPH
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MiTek
POWLR TD PERFORM. '
MiTek Industries, Ine.
7777 Greenback Lane
Suite 109
GtrUS Fleigh~. CA 95610
Rc: DH092982 7elephane 976fi 76 t900
Fax 916~57Ed9fA
'Dte truss drawing(s) referenced below have bcrn prepared by MiTek Industries, Inc. under my dircet supervision
based on the parameters provided by ProBuild West-Auburn, WA.
Pages or sheets covered by this xal: R3040d830 thru R3040~8Ji
My license renewal date fur the state of Washington is December 19, 2010.
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X I S' 12~t9-10
~,u Ray June 30,2009
"Ihe seal on Ibex drawings indicate acceptance of professional engineering responsibility solely for the
rc ponsibilty of the huildin he suitability and use of this componem firr any p;uticular building is the
6 designer, per.4NSli'f!'I-2002 Chapter 2.
1 Jm Tnru
Tru34 type
DH092982 1•TN Common Truss
P1djrd3 VJM AWUn. hMleeA 9tl0t
+au _
__ ul]
•i •J
7
A
~,
~~_
>u- ___
Ut/ Ply
1 83040{830
i ltlaan N]OD9 WTI -__- - __
lMnu. YIC Trs JIIr 5012tl{2700a Pep r
rN
1~
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4 _y h
aw
rsoc i
Y '
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_PUr9l5lY(3.~=I/~±12ui:9lP-o+~t4>~L_ _-_ -_--- --~ - _ -_
TCIa LSO ~ SPACING 100 Cgs _ DEiI -_ ~-
Pglas Inuaase t 15 TC 0.84 m (Ix) OdaB ~ -IATES GRIP
TCDI 10.0 Lumber Increase 115 Var11LU -002 1.5 >99B 2qg
ftCLL 00 BC OA6 MT20 IgsltAB
Rp S11eu YKr NO V«uTU -0.10 1-0 >9BB 1g0
BCIX 100 Coda IRC200fl?M2pp2 x;.18 Har!(7L1 002 ) n!e rVa
LIRaBER - - - - - _ _ Vk:Wt 32 D
TOP CNORp 2%{HF 1850E I5E eRACNKi _ _ - _ -_. _
eOTCNORD 2%{1•F 1&SOi 15E TIJp CHORD SbUCwrd wood
N.EfiS 7 %{ NF SkxVS00 BOi C/gR0 ~~ dkeCBY apPkad or { 11.11 a<Prlins.
Rlgld rs_iling Olredly aP0led or 100-0 a Dredalg.
MiTek ra:ommlrWS Ihal SWDALm and ~aqulred Gues blatlng
De InNallad during euss nrarLan In aaGardenCO wM 619D@N
REACTgNS (bYae) f•620'MldrDlical. 3.92aq SA IOLaLakon pllde
MaS HOrt 1=56110 g1 --
Ma+Lb(Af• it l!l {; 51 3=In1LC 61
FORCES gD) ~ Ma4imum Comgroumo.Mazimum lanabn
TOPCNOHf) 1~2+177ln'21]2~3+1317{n{g, 3.A.p/j0
BO7 C/TORO 1 5e-16v1073, ).5~1G1i1073
WE85 1 G+Oq?G
NOTES
1j VMYrrud and sse Dad: e+aa Dann mru+halad b Ors design
21 ~~~ C ^7-05 g5mpn, TCOL•6 Opal. 6COL•g.Opa1 b:25A Cal. II', E xp C. snaosed; M41FR$ IDw..isol gable ar10 Iowa;
3) TMs huu nes beM 1 esppud' enU wniral le0 anU rlgN e4posed: Lumber UOI.=1.33 plalp gnp DOL=1.33
dssigrreU ear • l0 0 psf Do1Dm cnoN Ne load npcondnraM wdn any Otbn Ilw bads
4) • 7Tr bow hn been oepgnad lr a liw bad of 20 Optl on IDe bollom rlloN m e4 area4 wnere a rrresangle 3$-0 Ids M 2-0~0 widp
will Fd bslwaan Ne DPlbm tlrmd and any otnel memppa
5) Rldeno gudartq Ior ws4 In wse <x.nneG;rwls.
g) Piwwde mnherutd <arnzvyon IbY oO.er-~ d uuzz to Derag plgb rapapy e1 ~nyyry.g 121 D uPaR M PR 1 YM 17/ D uVE6 i
pn1 J
71 Tha suss h Uaa9ned m acwrderros w!n Ore 2006 hllernesarW Restlarl8d CoOe ucaona 8502.1 t I and 8802.103 end reldenced
s'mnrWO ANS Vfpl 1.
81 Girder Hors nlp and wsD 5.8-0 an0 SoIDACk.
BI Hengrlq ar olDer canne<tion deY.ca(q snaM De pwlded wlFgonl D supppl canvntralea Ioa01q 513 D down end 753 D up al µ\.IIIIN (; ).7.
5 e-0 on lop cnoN. The Oaslpnladedlon d suns oa'urrtion deula•(s) is ma rasponalDiliy d oOlaw
101 In Ole LOAD CASEtS) lemon, krda applied to tlro Ix a p1 Or buF4 ye nosed as hurl[ fF 7 a bw (g I ~l ti \!
/]
LOAD CwEE131 STSrdald ~\ 1'
I) Rep4r Lumber kHJease=l 15. PUes lrlpeale+l 15
Unifpm Loads (pep
Ven 12=70.24=70, L~•J7(F=17)
C011oanlnllaU Lands QD)
Ven 2=513 i f '+%:7.1 \ ;~
J~F ~~'1171 R\\ c.
Sr (~
/<] 1 41 I ~
EXPIRES: 12~19~f0
June 30.2009
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~ truss TYCO 07 Ply - - - - -
DH092981 1-TR Common Truss
1 1 R304048J1
PrD9u10 Nba AUdm 4W1m.WA 9a0.~t _ ~pD R9lgglryjpCgylyl.
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LOAWNG(psD SPACING 2-0-0 CSI - - - - _ - -_ -
TCIL 25.0 PM(ea Ingees! 1 15 DEFL in (IOC) 9deR L!d -
TCDL 10.0 TC 0.50 VM(Ll) -0.02 id >9g9 240 PLATES GRIP
Lumbar ingoase 1_t5 DC 0.28 MT2O 1851118
BCLL 0.0 Rep Slresa lrlCr VES V~1TL) -0.07 1.5 >999 180
BCOL 10.0 Code IRCIOOWTP12002 WS 0.12 HOrz(Tl) .0.01 1 n/a Ne
- - -. IMatnx)
LUMBER - - -_ -- - - - _ Vfa19M. 32D
TOP CHORD 2X4 NF 1650E LSE BRACING -- - - _- ---
BOTCHORD 2 %4 HF 1650E 1.5E TOP CHORD S Wqury wood sheaming dlrecdy applied or &0.0 ac punins.
WEBS 2 X O MF SW«Sltl BOT CHORD Rigid IzAmg dvOgly appYerh « t0A0 oc Dmgng
kDTek reoommentls Ihal $taDaaals and required gozs Draoitp
be mgalled during Suss eJlcaon, n aoc«dance vial SlaDil¢er
REACTpN3 (aYSi:e) 1.47TAMegtanlaM. 3.57310.5-0 InaLa181iok-pade.
Mat H«z3=5fi(LC e) - --- -- - - _
Max UplAfl•51(LC 5), 3= f03(LC 6)
FORCES (10)-Megmtm Compresacniklaxlmum Tenaon
TOP CHORD 23.829/{6, 3d.grJO. 1-2=600138
BOT CHORD t}=p/475, 35.OH75
WEBS 2-5.0265
NOTES
1) UnbaynCeO rod liw loads saw been wnad«ad f« mis dlsigrl
21 c~erlnf e~C~ER7-0~5; BSmph; TCOL •B,Opa/: BCDL. ~.9psl; h+25R; Cal II, Exp C. entlosed, IA WFR$ (low{pa) gaDM and Zone;
3) Th1s W sa naa baentleagxn a br a t0. ps pioR~omnq~d li b d noncgngrtrOnl sNVI ally~dn~ hvDeOload>;33
{) • TMs trues has been Oesignetl f« a ew load W 20.Opsf on mO b«lom qr«d in all areas rmere a regangle 36-0 tea Dy 2A10 sskk
mil fil Delwoen Iho D«IDm ql«d and any omar nrcrnbprg
5) RDler to girder(s) for buss lO buss connlYgions-
8) Prolndo medtanlCal connegpn (by oNersl of Incas ro beaMg plat! capable of mthslanding 51 ID upLdt aL joins 1 erld 10310 upMl m
jGnl 3
7) This buss Is designed in aadrtlarae cam Vw 2006 Intonational kesitlontlal Code saglons R502.1 I t and R802.10 2 antl reforended
slandasd ANSIRp11.
LOAD CASE(5) $targard
GF ';ISTI K\ ~'
i~-
EXPIRES. 12-19.10
June 30.2009
Q Irewafno vnrryy d.ra+Jlmme.e.•.lltaRSm norm car
Cxogl ,y IN.. lMiCY <cm•ci L P~eDald Cry r3AJm INCLWan IQTSRRaT6RIfM'8 Fd481P1717J ror. JO. 0a 8svOJta ll2tig
PM - 1l nl am Ga' M !F N~>Pryni CI Uri /t~ 1 1 Aa '.1 1,^e`kf+J DA~Irq,1
C!e I A.k:ll
btGk4lvl t~Gdtrf ry bN li1'9d1 O nlsh ll wJl Pe'1ry Dm'9 e./Cfi'11h~d Tq~nm r~tl'n,~~~"9 Wtlwn
fOYCWd, SJdq 110 , veb en lC4+nzDiM cl tr b.kkg [%-k.-.1 wry i ,CO1 nkn,h nl lkG Mi ek~
SeMyee•1eedMn a~nnle TV.~I lr~ p~~nNM ~iµl~ecu+suN ANSVflll Qlpryy CMMa 9Lh Be mdlCc3'Sflhdny Componml ••
_ _ •I. }yb 31[ AI.x,~Ty„1 vT :311. ")' Greenl.+:k:r,x ;:unt,9Y
IUD T~~ cruse TYpe -
OIY - - -
my - __ -
DH092962 2-MGR $peciel Truss
t
830404832
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Pm9~14'Nesl wlwm, Akaum WA 90001 - - - _. bE R4larolxa (pgg099
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t6oC 7 tb s Jutl24 2009 MlTek bWSIrNS, ma Pm An 30 12K•44 20:9 Paga 1
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LOADING (PM SPACING
200 ~
CSI
-
OE _
- -- --- --
TCLL 25.0 Pbles Incense 1.15
TC Od3 FL M (w4) Vdoll L!d PLATES GRIP
TCDL 10.0 WmOer lnuea9e
L15
BC Ven(LLI D09 7S >788 240 Mtt0 185!149
BCLL 0.0 Rep $iresa Ina
NO 0.61
WB 0
00 Ven(TL) -0.2f I.5 >029 f80
BCDL 10.0 Code IRC2006/7P
I2002 .
(Maldz) HorzITL) -0,00 d Na rva
- - -- Welghl- 28 6
LUMBER - - - _-_ _
TOP CHORD 2 X 6 HF 1650E 1.5E BRACING
ROT CHORD 2 X 6 HF 2{6UF 2.0E TOP CHORD SUUUUraI gYlOd ahealhinq tlirecly appliatl or 860 oc purW s
sxcept
HERS 2 %d HF SWd15ttl ,
end vcrW2ls.
B0T CHORD Ryid celllnq dlrecly appbad or B-.U_ oc brcdng.
MI fek rocommenAS tDat SlaOdizers and rOquire4 cross tsaeng
be installed dlnng Vuss aecllon, in aaor4ance wiM Stabilizer
BEACTIONS phlsiLa) 1+685!0-S6. 4=9&Metlly9ra
Nax 11p I-165L 6 5=1439/IAerhanical, 3= 8573 2 JnsLalldlttm pJide-_
-
rz- (C41
hlax U1xdtl- 27(LC 5j. 6-471LC 5), 5=296(LC 51.3= dl(LC SJ
FORCES (ID) ~ Maximum CompresyonAAaximum Tonaon
TOP CHORD /-2•.154/I07, 2 1=74A). 1J=-46:3d, 2-5=-3887186
BOT CHOHU 1$=2L2R,&7=22128,7-8.22/2R. 3-0-22126
NOTES
1) lNnd: ASCF 7-p5: BSmph: 1 CDI =8 OpW; OCDL=6.OpsF, h=Ya. Cat. 11; Exp C; enUOSeA; MWFR$ Qow-rise) ga01c end zone;
canllkvar leA and right exposed ;end vaniaal left and ngM expoae4. Lumber POI.=1.3;1 plate g'Ip DOL=1.03
2) Thls avss has Deen dosgne0 br a tU.O ps( bobom rnaM Irve load nanaancutrenl vAm any olhar Ne loads.
3) • IDis Truss nos (seen Oeslgnod Ic a livn load of 20,Opst an ttlo Dalom rhore In all areas wnare a rcgangle 3-8-01a11 by 100 wlrM
will M Delwem Me OollOm cnor4 and any Omer memDera
Q RNer to girder(s) rc hues !o thus connections.
5) Provide measanlcal camedion (by olnero) of puss ro bearing pMM capable or wiMaiantling 2] D uplM SI pmt 1, d7 D upon al jant {.
2961D upkfl al )ant 5 aM {t iD upkfl at )wA 3.
8) Oevalotl pale or sMm required to prov5de fun Deanrp suAarn wnn Vuss chortl M pinrya) 0
T) Thia suss is dasgned w, aowrdnlca wM the 2006 mlernabonal Residenasl Cade aertkns 8502.11./ and 8802.10 2 and referancetl
slan4ard ANSIRPI 1.
8) Ha v( r W
p
asr aonnec9on deMCels) span De Pmvx)e4 sutfiaent Lo support Conccntrelcd loop(s) 156 ID Gown an0 231D up rb
2-0-12, and 8201D Down antl I201b uD at 38-12
an4 {771D Down antl 7010
,
up at S&0 on boROm Marl The Oesignrsekrpen of
such camecbon dnvice(6) Is Ino respcnsibilily of oOM.+s. _ O \'f
~ n ;
8) In the LOAD CA$E(S) sedi0n, 10946:urplled to the face cl Ina buss are n01ed as frpnl (F) Or Pack (B) ~
~
\
. p1 /QL
'
LOAD CASE(S) SLargar4 ~~
~
i) Regular. I umber Vlriease=U 5, Plale Increase=1.15 ~
Unlrann laa0e (p10 _
Vert 1.2=~70, 2.4=70.1.5=-2U _
Cmceniratetl Loads Ob)
`
Van~6=45R(F)7=-820(Fj8=O7(F) !
y
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l K
~
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:
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EXPIRES. 12-1910
June 30,2009
Q Rdld®Ip PMrya pll+w'~+ML°~^ntR&tDApT&S ON D713dATfNCLlmBbW
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omia Truss
-- i I R30dOd813
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P~121a 0M3Nx Q( Y).~(2:0~5~,U 1 1~ - sri-
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-
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.
.
f __ _ _D4e _
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LOApNG iAS(I SPACING 2-00 CSI
TC
- _
- - ---- -
-
LL 25.0 '~ Plal9s Increase 1.15
TC 0
70
TCDL taER M f10.1 0Ue8 LG P(ATEg GR
.
10.0 Lumber a!crease 1.15
BC U
BC
80 Ver1(LL) 012 IP
9 >9gg 2d0 MT20
.
LL 0,0 R
eD Stress fncr NO V VM(TL) -0AB 9-11 >537 180 185H 98
v8 077
Bf,DL 1b.0
- Coca IRC2W6/fP120D2 (Mg(ryr)
-- Ho¢(TL) 013 8 nJa Na M720H 139/1 I1
- -- _
LUMBER -- L'Velgni 1021D
TOP CMORU 2 X 4 HF 1650E 1.5E'Exrapl• BRACING -
3-5- 2 X G HF No.2
BOT CIgRD TOP CHORD SDUquml wootl sllvatNng drecvy appvetl or 2 1 12
2 X G MF 1850E 1.$E
N
EBS oc purans, except
I-LIQ Oc DuM1ns (2-1013 max )- 39.
E
2 X d HF SWtl1Sttl BOi CHORD Rigitl atiMp tlvedly epplino or 10-0.0 oc D
VoEDGE WEBS 8 laang-
IROw al mitlpl d-11
d
LFII: 2 X d Syp No.3, Rlgnt' I X < SYP No
3 .
-
. MTek rwnmmNlds • --
.Dal S[aDaxars antl (n,Owretl Doss bracing
De
REACTIONS (IOHixal 2-13551058, 6+2001A5~ instaued tlunng truss eracpon. in:IVwasmx wim Sladlizer
~galla6r
xf gmd.~
Max HCn 2=-d8(LC 6) - - ---- - -
Max Upltlp •-31 I(LC 5). 6~.26plLC 8)
FORCES flbl-Maamum ComprexsionnAaxlmum Tarlat
an
TOP CHORD I-2.01;49,23=d73q•Sl'[,3.12=-d 1341G29
d~1I=1t3452g
4
5=
ROT
.
,
~
CHORD 21f=d91!4197,10-11'•.7N15g50,1413=-77U5950
g-/3=7i11
YJEBS -3N0/132.5~8=-d011NG7,
S 8-7=0J35
,
31{'-89/1138,411+.2124(3dd
d-8+439H912
d-8=
2856 950.8~9=-7N15950, 8$= 370135a<
.
,
~
451, $.8=-1191 7 390
M v4T RS (IPWdixa) gape 9val ap1Jp:
Pi91e grip OOL=1.33
faint 8. ' ' ""'- "' ° ""'° `° "°'^"a Vlaw rapao{e m wltllslantling 311 ID uplift al jpni 2 and T601b uplift at
8
T
)
his Muse ii tlevgnatl n slxortlanco wlm IDe 2008 6kemalional Resitlon0al Cotla sections R502.ti i era R802.t0.I antl rererencatl
Narltlartl ANSVTPI I- tTt (lU Nr i )'(,
a) Doagn assyme3 9x2 (sal a+iantellan) Punins al oc xpaong inL9caied
faslenM M
10) Ham
w(s
Vo
T p` ~'\~' `\///
,
J
ss
C w12400 nails.
) or olhei conneaparl Oev{ce(s) snag ba provaetl suf9tlenl to au aYl
5-I}$ on io
cDO
a(x!canDalotl IDe
a \~ lr
.-.
p
t
tl(a) 315 E pawn antl d8 b up R
, aM 193910 Gown a!o 210 D up at 10-0 Ld on bWlom ~
is Ipe resPOnslDilily W otlkxs. N. Tix tleslgnJ3eleclion d SlEap cwurectlon BeMC y
~,
P
e1s)
I q In tpc LOAp CASE(S) 319CbC11
IOatls a
lfe
,
pp
tl to me rues o1 Ina Irvas are notetl as hailt (F)or peak (B).
LOAD CASE(S) StanOartl
II Regular LumDCr Inaeasa=T 75. PMIe Inceasa=1.15 ,'\ ~?} ~
1j
Unaorm LoaOS (plf) . p
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Canlinue0 on page 2
L_
EXPIRES: T2-70.10
June 30,2009
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LOAD CASE(S) SIen08f0
Cplcenlr81e11 L03(Ia (wj
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TOLL 25.0 PIa18s lnpesse 1.15 TC 082 fiAM
TCOL 10.0 LumDm IntTaase 1 15 BC 0
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-__._- - -_- - _ Wegtl: 2251D
LUMBER -- -
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TO
3b: 2 X 6 HF No.2 P CHORD $NUC4ua1 woos eDeall+nq direcey applied ¢(1412 oc puAna, ozcepl
BOT CHORD 2 % 8 DF 2400E 2.0E 2-0-0 a punlna 14412 max.): 3-5.
WEdS 2 X 1 HF $1utUSld BOT CHORD kgla tel8nq airecty applied ar t0~P0 0¢ Aatinq.
WFOCE
LeR: 2 X / S YP No 3, Right: 2 % e SYP No.3
REACTIONS 11Walze) 1=ggg810-5.8, T.535SN-5.8
Man I Nut 1=6811(: 6)
Max UpA81=-919{LC 51. i• 781(LC 61
FORCES (IA)-Ma%Irtwm ComgreswcnR.luximum lenvon
TOP CHORD 1-2=-f 1316115fi3,2J=.11213!1511.3-1=-10 7 79/10 71,4-Y--1071&
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TC
O 181,5-6•.709M!IA92
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Contnuea on page 2
EXPIfiES: 72.19-10
June 30.2009
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LOAD CASE(S) Slamdald
f) Rmgulnr l umDar Imaease• 1.15, Plala InmYase=1.15
Uniform Loads tplf)
Ved. 13=.70, Y5=7U, Se•-70, i-f 3=550(F=330). t-13.30
COOC4TIIfaletl LOaos (ID)
VeM1 B•-2205f9)
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LOAOING (pzR SPACING 2-0-0 CSI DEFL in (toe) VdeB UO~
iCll 250 Matos lrgease 115 TC 0.58 VeR(LL) -0.28 10 >ggp 2qp PLATES GRIP
TCOL 10.0 Lumber lnpease 1.15 BC 071 V1H1(TL) -0.57 10.11 >538 180 MT20 18'ar148
BCLL 00 Rrzp Stress klcr NO YB 0.56 Horz(TL) 0.15 7 n2 n!a
BCDL 100 Code IRC2006/1P12002 lMatdz)
-- - -- WaighL 119 b
LUMBER - --- __
TOP CHORD 2 X 4 HF 1850E LSE 'Except' BRACING "
36: 2 X B HF No.2 TOP CHORD Structural wood sheatlwlg d'zec6y applied or 3.1-0 tx pudins, except
BOT CHORD 2 X G HF 1850E 1.5E 2-0.0 oc glNns (2-8- I1 mau.) 3-B.
WEBS 2 X 111E $1u91$Id BOT CHORD RIgM oaang direrlly appliotl or 8 ].8 oG Dredng.
YfEBS 1 Rmv al mbpt _ 4-f 1 5-9
MiTrk rBComm.Cnde mat $taDlllrefs and requirod Crefia prating - -
be in6lallrztl dUMg Iluas ere4brl in 81'COrddllCe wiUl $tdOWrer
REACTpNS IlDrslx) 2=213Wp.5-g, 7=223gA 5-B InSjapatlon 9yide.
Max Fbrz2=48(LC SJ ___ ___ -- - -
klex t1pNC2+.373(LC 51. 7=-3731LC G)
fORCES (ID) ~ Maximum CpnlpressbrvMaxlmum TendOrl
BOT CHORD 211 ~]07:394g, ~STBtIIOtl V5Q9~p13=12• SP,2fJ1027, tl2•~Sg2GI1027, S[LyISCVNT, &7=-4457rN 11, F8•(V,~y
0§EBS 3-11=51!11 IOBIfS{79, 10.1d~-106715478, &1d•-1067!5470, 7-9•.881!39/8
04.4-11=19(10t47i, 410•N322, 5.1(r-Qr322. 5.9=-iBDOr{77, g~9=-511110/
NOTES
I) UN>a6lnwd roof livo bads ryavd peen rnnsWLre51 for mis drzagn.
2) Y4nd.- ASCE 7-05: 85mph: TCUL•B.Op51; BCDL~i.Opsi, h=250. Cat. IC Exp C: enaosad; MWFRS (Nrw.nse) gaGlo and ion¢;
7) P vqa adenu~ lea pax WsM ; end vMical le8 and ngnl e>yosed, I, umber DOl=f.33 pLite gnp OOL=1.3J
Q Ths Dusa h:a been de ~ to prevent vrdter ponding.
a9ned for a f O.U Ds/ babm tl5erd Ilve bad nonbonwmenl with any other Ilvp batle-
5) josh 7 e rlletlLVrlical mnnegion tby a<hors) of buss to ceadng plate capa0le of witllslantling 3TJ Ib uDll9 al jpnt 2 and 373 A vpk8 N
GI IDle Imp is deslgl5ed in axonlnnce with [Ire 20081n1emaDplal Resitlenlial Code sedlonx R502 1 t I and R802.10.2 and relereno6d
standard AN8IRPI 1.
7) Girder tames nq end with 0.0.0 end setback"
8)Uesign:usumes 4x218a1 ori~nlatron)punins al tic spaang kefcaled, halenetl lP tmea TC wr 2~t0a netts- `t`. D(1N(i )•!.
9) Ham2erts) or olMr cennecyorz devicc(sl anal! po ploMded aldlklent to support wncenlmled balls) 315Th down »rW 15516 up 81 Ol ~~:1.1/y~
20-5~8, and 315 D tlawn and 1581b up s1 5.0-8 on top chard. The desyl/selection of such wnnL•ceion tlevkxl(s) Is Ole responsi6ilily .~~ - -(~ ,
of oMers. I
10) In me lOAO CASE(S) sedllon. loads applied ro ma face of ttlo tnlea are notetl as 6M1(F) or Dash (e). ~ .-.
LOAD CASE(5) Standard
I? Regular L V mDN Inaeaeer 1.15. Plate Inueaee=I 15
UMOnn Loads (plf)
Verb. 1-}-70,3$2-132.8.6=-70.2-7=.38lP-.181 ~/ ¢ ~X ~~~ ~
Concentrated toads (ID) ~c ~41yTp AE\ ~.
Vert: 3=-3158=315 ~ ~-
1,)~U K.\t t"t1
EXPigES: 12-19-'0
June 30,2009
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L ) 11. 2.5 P7A). )1:1~o.R 0.1-127. Ni'L-0$.0142J.. RC /a3~.~7dlaa_:D~.4~-e1 -
LOADING(ys1) SPACING 2~0-0 CSf DER In (loc7 Edell Va PLATES GRIP
TCLI 25.0 Pisles Increase 1.15 TC 0.)2 Vert(LL) -0.25 9 >999 240 MT20 1857H8
TCDL 10.0 Lumber lnCreMe 115 BC 0,70 Verl(TL) -0.57 8-B >6/0 180
OCLL 00 Rep Stress Inp NO Vv8 0.68 Horz(Ty 0.15 6 Na Na
BCDL 10.0 Code IRC200B/TPI2002 (Melnx)
- --_ ___. N4xgfIC 1221D
WMBER BRACING
TOP CHORD 2 x a HF t85pF 1 5E 'Except' TOP CHORD S6udural wdotl aneatlwg d'ea8y applied or 2-84 oc quoins. except
25 2 X e NF No.2 2-0-0 oc Wdlns (24-14 maz_): 25.
BOT CHORD 2 x 6 HV t 850E 1.5E BOT CHORD Rlgid ceieng WBp1y eppsed p 9.3.2 oc Gadng-
NEBS 2 x 4 HF StudS[d 1NEBS 1 Row al midpl 340, 68
V.EOCE
Lett. 2 x 8 SVP No 2, Rlghl: 2 X 6 SYP No 2 laiTok recommends that Slabazers antl required Cross bramlg
De In91aINA during W 6s eR[OOn, in xpxdance witll S18DIIIZer
REACTIONS (Ib$ize) f'=2205'Mechanied. 8=2219f/FS8 -1RS1011agon guly¢. _ _
Max llolz 1-t23(LC 5)
lAax UDIRIf=J25(LC 4j. R=-275(LC 6}
FORCES (Ib)-Mawmum Camprossronrtlaximum remiarl
TOP CHURO 1-2=M 181584, 2-11.380Q~577, 3.11=38W~K]I, 3-d=-55171568. 4~5•-364G]55a, 5~8=J411/599. 8~7•Q96
BOT CHORD 1-10=G9Rr3t162, 10.12=83!x5348.9 Ih-93$/5348. 9-13•.90115401, &13•~BD175401. 6~8.4800905
YxEBS 240=•,'iAr1 t29, 110•-18621381, 3!b0/363,4-8=012]9, 4~fl=-t857i606, 5~8=-8711087
NOTES
1) Unbnktncod root Ilve lo4tls have boon conslderetl for Inis tlesign.
2) W1ntl: ASCE 7.05 BSnTrh- TCDL=6.Opsl, RCOI =R.Opsf, h=26ft: Cal. II; Exp C: endowed: MYtfRS (krw~dx) gable end xonp;
pnliltvnr loft and ngnl expose0 ; Mtl vertical left and ngM exposod; Lumber 001.=1.33 p7ale gip DOL=1.33
3) Provde aG¢quale ahainege to yevent cadet pondiitg
4) ihi3lNSS MLC bean dehgned fora 10 0 Vs1 bottom Cf10RY sve load nenrxlnPJRenI wilA any OMer Wa loads.
51' Thfa Was has bem Anpgnetl for a live IDad W 20 rMs* on the DOROm dtortl in all ereae wham a redangN D-a0 M by 2-0.0 wilt
wa RI between the bodOm Moro and any other members.
R) Rdcr to grcdegs( for Truss to buss oonnecbons.
7) Provide mernanlral Cormeninn (by oNere) d Truss to beating pklte cepable d w4hatending J25 ID up110 al join) 1 and 2/e 4 uplAl al
Jolnl 6. \i1:110\(. 1~.
8) This Trust is designed In apxx<lanca wM 1he 2006 lnlernalianal ReSx/enllal Codr. secbona RSS12. t 1. I aM R802 f 01 and referencetl
standard ANSUIPI I
9) Girder camas M en0 r'lq 8-a0 n ht ada selDdek. 0. I "~ ///1'
P n g 0421eR ada setback, alttl 5-0-0 and setback.
10) D¢&gn assumes 4Q (Rat od¢ntallon) pwlins al oc sparing Indkaled. frsloned 10 lmsx TC wf 2- f Otl nails _ ~
11) Halter(s) or oMer cehnecliun Aevitwt5) sbaN ce promdetl wRdent to suppo0 mncentratEd ioatlls} 3g ID down antl 461q up al _ l
20.5A on top rnord The dosiglvbelectron dsuch tnnnocaon tlevKR(s) o the resppntlbillry d oRrers.
12) In me IOAp CA$E(Sj 504tI00, 108ds applied to UIe face of me truss are noted as (tool (Ff or back (D I
LOAD CASE(S) $lerber r ~~
/)Regular Lumber lnaeise=1.15, Plate lnpeasa=1.15 ~' ~~`i~\, pct: 4
UnaDrm Loads (pl8 ~I 5 ``r 5..; ~'-~ ~\
Vert; t-2=132 15=132,5-7=7V. 1~6=88(F=q B) 'S lr 1.\~qL y. ~~
Cnnlinued an page 2
EXPIRES: 12-t9-70
Jurle 30.2009
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LOADING(D'-h SPACING 2-0-0 CSI DEFL h (bt) 1ldeg L7d PLATES GRIP
TCIL 25.0 ~ PlaloS ingease 115 iC 0.87 Ven(LL) -0.20 2-10 ngg9 240 IAT20 i8yN8
7COL 100 Lr1rrlDerNxreaas l.13 B[ D.b1 Yavt(JL) L.SB 140 'S?8 180
BCIL 00 Rep Stress lna VES Y4B 0.22 Marz(Tt) 008 6 rvt IYa
BCDL 10.0 Code IRC200&TPI2002 (Mainz) _ VJegnT 87 b
(UMBER BRACING ~ - --
TOP CIIORO 2 X 4 HF ifiSUF 1.5E TOP DHDRD Sbuqural wood sneatniog dboctly applied or 4.0~ i uc pumna. except
BOT CHORD 2 x 4 HF te50F 1.5E 2-0-0 oc punins (454 mex): u.
NF.BS 2 X 4 HF 5D1dlSitl BOT CHORD Rigid telling Oregly alx%6ad a 104)•0 of Dmang.
1+111 ex recommantls Mal SlaDlltrers and roWiretl truss GaMUg
be ineialkd Oicnq buss eregron, n accordance wdh Sfabil¢er
REACTIONS db'size) 2=t235A1SA. 6=123510-SE InstaP:nin119 ,y da _
Mex Horz 2=57(LC 5)
Max UplihY=!43(LC 5), 8=1431LC g)
FORCES /bl -Maximum CempmsaiomMaMmum Tensgn
TOP GIORO 1-2~YJ0. 2.3=-2000'152, 3.4=1855639, 4~5•-1855!139, 5.6=-2000/152, &7=0(,10
BOT CHORD 240•d05/1fl97.9-10=-130r1978. B-9=130/1978, 6~8•-8811897
NFBS 3.10=Q441, 410•-9191131,4.8=-3197131,58=WNl
NOTES
I) UnDelented roof Hn loads have teen WnF devnd rnr Mrs Oesgn-
2) L'And' ABLE 7.05: 85mph; R;Df.=fl.Opsf, BCDL=5 Opsl. n=258; Cal. 11: Exp C; enrfo0etl: MVVFRS Qow~riso) Bade erM zone:
Wnblever Kn and right exposotl ;end verOC81 ten and right expoeetl. L umber DOL=1.~ plate grip pOL=1->3
3) Praviln ade0uate tlramage to prew:nl water pontlmg.
41 The FaDnWOOn Tolerance at joint 3 = 0%. pint S =0'16
5) stns tnlss nas peen designed fora 10.0 pM Doliom tnard eve load noncalwrtenl wiM any oMer INB loads
Gj • TNS truss nes Deen designed rnr a Irve load o120 OPx( on Me lwnom dlord m all arDas where a regangb 3410 tell Dy 2-0.O wide
wll 8t Denvean the DwWrn chord aria ary oeneY nlerrbers.
71 Provide ae»dlanical conriegbn (Dy dMLrai of W55 to Deadrg plats capable o1 wi[hstamly 143 W M 1 - ' 2
y up a pmt and 1431D upon a1
loins g
8) Tnls buss Is deelgnetl a accordance vein 01e 20081ntsmabonal Residenliai Cnde seglone 8502 11 I and 8802. f 0 2 and referenced
sLVldald AN517iP1 f [1l)!J('
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9) Desgn asapmee 4x2 (oat orrtrnapon) pudns at oc spatlng aldiwled, rasiene<I to buss TC wr 2~ IOa nails '•~ ' //7)
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EXPIRES: 12-T9-10
June 302009
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DH092%2 4-H2A CALIFORNIA TRUSS 1 1 R3000a838
JOh Re(eranx iopaonaq
PmBUIM NgM a1am, AuDum, WA 98101 7 +W z.Mn 2/ 1W9 Mllox Inwsb164 Inc. Tua Jan JD 12:aa:8o 200e Paps 1
900 _ Iai /.11.It '1(`4 ~1 10..+5 v.V ~'.__ 1~a0
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LOADING(DSf) SPACING 2-0-0 C51 DEFL in god Udell UO PLATES GRIP
TCLL 250 PWIe6lndease I t5 TC U.77 ' Vrtn(LL) -0.21 1~B >989 2/0 MT20 18GH48
ICDL 10.0 Wmbor 111deaSe 1.15 BC 089 Ven(TL) -082 1-9 >50D 180
BCLL 00 ReD Slresa nd NO UR 023 Ho2fTl) O.OB 5 n!a rva
BCUL 10.0 Code IRC2008nP12002 (MatnxJ yfp~~gg lp
LUNBER BRACING
TOP CHORD 2 X l HF f &50F 1 5E 70P CHORD Sauduml woo0 snaemmg me<ay applied a 3-10-0 oc puM1ns, ascelR
BOT CIgRD 2 X 4 HF 1650E LSE 2-0~0 oc punins p-112 maz. )' 2-a.
WEBS 2 X a HF StudfSld BOT CRDRD RiyW dJBing direly aCDlleO d t D 0.0 oc Dmong.
IAiTek recommends Inal SlabiliTers and reRured doss bracing
be inslayod Mang Wes eredbn, in accordance wOh Stabilitor
InstalJtion yuidc.
REACTIONS (IWSi1e) I=1152h/ochanical. 5=12/L!0.'r8
61az Hoe f =661LC 8)
tlaz Upfim =93(LC 51.5=1M(LC 6)
fORCE$ (Ih)-Mawmum COmDree510NMaxIrIWT Tension
TOP CHORD 1-2•-2035/181.23=-1890H 49.3-/=-1671/1N.1-5•QO1M753, S8~f30
BOT CHORD 1~-10011735. &e•-131!2001. 7~8•-1318001, 57=-07/17N
WEB$ 2-9•Wa38. 3-9=J 10!130, 17=32gf13L S-7=OfU7
NOTES
1) UnDaMnaW root INe loads nave Deen oorlsi0ered for lhia deslpl.
2) Wlnd~. ASCE 7-05: 85mph; TCOL~.Opst BCDL~.ODN; n•251L Cal. II: Exp C; enUOSed; MWFRS gow-rlse) gaDM end lone.
ranlilover loll and ngM exposed ;end vertical k8 and right e~owd: Lumber DOL•/.93 plate gnp DOL•1.33
31 Provge adeguale dminaye In pravnnt water pondn¢
/) Tlw Fabriwaon To?ewnce al plot 2 = 0 .. Jolnl / • 0%
5) This W % nay Oeen Oevgned fora 10 0 pal bo0om dlord live load nonconanent wim any omer Iva loads
8) • This Truss has nom dnsigned for a Ilve load of 20 OVffi on the bottom dlnrd m all areas where a mlzargle 3-0-01811 DY 2 0 0 wide
wit fit between me Doaom Ulad and any other membms
11 Refer to grderle) for truss to truss oonnacbons.
eJ Provide nledufnidll wnneclion (by omerel d W6S to Dearing Ffale drpllble d witnstrldng 931b nplfi N plot t end to D upkll al
joints ~~ n(.)yL; YJ
9) lms buss N des;gnM in aocoldma:e wim the 2006 Intemellonal Residential Cndo sedlone 8502. f t I aM 8802.10.2 and re/erenced
Mambrd AN$I/yPl I p; ~~~ /
10) Deagn aswmes M2 (Oat dNNnaaonl pwlins al oc apedng mdkale0, Ias;aned to truss TC wf I-tpd nags. ~~ ' j
LOAD CASE(S) Slandartl T
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EXPIgES: 12-19-10
June 30,2009
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DH092982 q-N3 CebPomla Trvss I 1 830404638
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LOADING (paf) SPACING 2-0-0 CSI DEFL in (bg) IldeB Ud PLATES GRIP
TCLL 26.0 PWt¢alnaeaee 115 tC Odl yerl(LL) -018 7-9 %B9B 260 MT20 /8Sr168
TCDL 10.0 IumDw aluease 1.15 RC 055 Ven(TL) -0.50 7-9 >615 160
SCLL 00 HeD SVess lna VES N.S 0.17 Horz(TL) 006 7 nra n/a
BCDL 10.0 Cetle rRC2U0(iRP12002 (Matrix) VJaight' 98 b
LUMBER BRACING
TOP CHORD 2 X 1 MF 1650E 1,5E TOP CHORD Swdmal wood aheelning abeclty dpDSbd or 473 x Mrls, ezee 1
BOI CHOKU 2X6 HF 7850E 1.5E W p
200 oc Dunlns (53.15 max-): 45.
WEBS 2 X 4 HF SDIdISb SOT CHORD Rgid ailing diredy applied a 10A-0 ac bradrp.
YJESS I Now al midM 541
IAiTec reammenas erpd Stabilizers and rerpare0 cross Madng
De InelaTetl drnng was erealOn, M aaurdancp with Stabfzer
REACTIONS htys¢e) 2=1235'0 S8. 7=1235AY5E LIRAPdnOn gui00 - __ - -
Dlax liorr2=88(LC 5)
IAaz UDIIf12=458(LC 5), 7=f56(LC 6)
FORCES IIDI-Maximum Compression.Medmum Tensbn
TOP ('.HORD 1-2=0130.2-3=2018@f4, 3<>1733l151.6-5.1505/1705-Br.173.11152.&7•d0181214. 78=0/30
SOT CNON,U 211 -.18911738, fU-11=-1;1504 910=-1!1504, 7-9=101/1738
VJEB$ 111=-265:151,d-11^Q']71, 5-1f=465165. 5-B=OA71 8~9=.2651151
NOTES
I) VnDalalx:gtl roof five loads have been xnagsretl lot Isis design.
2) K1nd. ASCE 7-05: 85mph: TCUL^6.Ops[ SCOI~i Opsh A=25fl. Cal. II; Exp r; BndOSed; MHFRS (law-rpe) gbde erd zone:
randever bn aM ryhl exposed : en0 vemcar te0 and r&Jhl oxposed: Lumber OOt=1 33 plale grip DOl `1.33
3) Pmvitle advnuaie drainage to pevrml wafer pondmg.
1) Tula we; nab D¢¢n tl¢ei<yaxl (nf a f 0 U pat DODgm chord liw: Ir>Ttl nen(4rlampnl with any OMer IIM 1066x,
5) - TOis truss has DcOn Aesgne0 for a live bad Of TO.Opsr on the DoOOm chord in all areas where a rerlangle 3-6-0 tm by 2-0-0witle
will fi beFwe¢n the DOnOm chaU mid any other members.
6) ProvtOe meManlral connection IDy oN¢B) d Voss l0 Dearing plate capable pl wimsLSndin9 1561D uplift al joull 2 antl t561D uplift al
pmt 7.
]) This suss is deapned In acoordana wdh the 2UO61Memallonal Rasitlemial Code 6edbns 85112.11.1 an0 8802 10 2 and reterenceU V `(3(IN() ~ / ,
stan6ar0 ANSIliPI t
8) Deign aswmes 4x2 Iflat onenla0on) pudns at o0 spar6ng Intliwletl, faslan9d b wsb 7C w12~ tOd nails. Of ~ ~ ~ y,b
h~ ~ i
LOAD CA$E(S) SlantlaN
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2f '1GiSSl'Kr `;~.
EXPIRES: 1219-70
June 30,2009
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DH092962 1-H3A CALIFORNIA TRUSS 1 ( R30d01810
PraR1lM Weal AUWm, AUWm.WA9~1 -- - Jm RBHrMCe to-M9AtU _
7.1x0 s Jan 2d 2009 h1Tek 1zWampa. roc. Tue Jln 3012:105] 2009 Pagx 1
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LOADING (pap SPACING 2-0-0 CSI DEFL in (lac) I/defl Ud PU7E$ GRIP
TCLL 250 Pkfes lnaease 1.15 TC 0.17 Verlll.L) -0.19 b10 >999 260
7CDL 10.0 Lumber increase 1.13 BC 0.62 VcHI7l) -0.53 f 10 >585 18p MT20 1857118
BCLL 00 Rap Stress lnv NO YJB 0.18 HOrl(TLI O.OA 8 n!a n/a
BCDL 10.0 Cade IRC2008?P12002 (Hairy)
_ _ - - _ ___ _ 4Vei9n1: 97M
LUMBER - - - -
7UP C110RD 2 X 1/1F 1850E 1.SF. BRACING
BOT CHORD 2 % 4 HF 1650E 1.5E TOP CHORD $bUOITdI wood sheatlung IIIIBaBy dDpbed or d-S5 a plnlna. exwpl
KEBS 2 X / HF $ydlStd 20.0 oc purkns ($-35 max.): 3d.
BOT CHORD Rigid wiling dlrehty applletl or 10.40 oc breang.
NESS I Row al midps a-f0
IATOk rewmmenda mat SI:IpBZen and regmred cross braa»g
be InsLeN:d dUMg INas arewOn, In iCCOr0.9rlce WM SlAkil¢er
REACTpNS (IDlsizei I=115211demanire. 6=1212/45-8 m~-aVatlon guip~ - __
Blax Mor<1=-7J(LC BI
Max UWiRt=~107(LC 5), 6--157(LC 6)
fORCE3 gD)-Mazlmum CompressbmAlaamum TOdbpn
TOF CIIORO 1~2=~20GgQ29, 2~3=-1762'159, 3-N-15291176, 1~5=1747715!, 5-6=20921215. &7130
BOT CHORD 14U=-188!1705. 840=-k1518, 8.9=511518,48=102!1750
WEBS Y-10=-3(IQ'163,31(>yJ.370,4-10=13711 ]A.4$=0/!70. 5.6=@BU151
NOTES
7) Unbalanced r<lo! live loads have been wnPdefed for ms Oesijn.
2) W1n0. ASCE 7-05, ASmph; 1 COl ~.ODat BCDL=6.Opal h=258; Ca1JC Exp C: onWeed. MVvFR3 (low-nee) Bible end eons:
cantilever IeB and nght expaslq :end vEViiGal IeA and ngM exposed; Lumbar DOL=133 plate grq DOL•1 33
3) Provide :xlequate drainage to plevon[ Water pondirlg.
4J Thia baba he4 berm tleNgnetl fora 10.0 paf bo0om I]7(HQ Ne load nonwncurrani wlm any Otl1ef sve loade-
5) • this Irvu has Deen desgned td a live loatl or 20.ODg on the bopom <more In ar auras sMem a retlelxye 3.401as by 240 wide
will fit between me bnnom chord and any other mambas
e1 Rcler to godel(x) for tmss Io Muss wnneaiona-
7) PreNtle medlanical wnnedion (Dy omsrs) of Wss to Dearing plate capable of sWhssarWirg 107 E uptll al jlknl 1 and 157 p ly:F¶ al
pIn18.
Bj 7hia Waa Is designed In aaxsrdanca wim me 2008 InlomaDOnal Residential Code usYions 8502.11.1 erd 8802.10.2 aM relerenwd ~~ p(1~'Y(i y('
wnaard AN$IRPI t. yr `v 57!/(
91 Design assunwa 1x2 (Iles adenlaaon) pudins al a< spaairfg IndMaNd. 16alMed to Muss TC w12. tOd hells rt ~ J
LOAD CASE(S) Slantlar0
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EXPIRES: 12-19-10
June 30.2009
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OH092962 4H6A CALIFORNIA TRUSS RJ0609841
1 1
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LOAgNG fPCry SPACING 200 CSI DEFT in (bc) Voee lftl PLATES GRIP
TCLL 25.0 Plates Increase Ifs TC 0.56 V1s1(LL) -0.f9 140 >ggg 260 MT20 1851168
TCDL 100 Lumber lnaws9 Lt5 BC 080 Valt(TL) .0,53 140 >ST9 tB0
BCLL 0.0 Rep Stress lncr NO WB 0.25 Hoy:(Tt) 008 6 Na n!a
BCDL 100 Code IRC2001VTP12002 _ (Ma1nzJ Yvai0hl: 99 D
LUMBER BRACING - - - - -
TOP CHORD 2 % t HF IBSOF LSE TOP CHORD StrUdunY woos ahealhing dlredly applied a 44.1 oc pulins. aacepl
BOT CHORD 2 X 1 HF 1850E 1 SE 2-0-0 oc punins ISd 1.6 maz.): 3.6.
WEBS 2 % a HF SMd1510 BOT CHORD Rlgld cMng directly applied or t0-0.0 oc Orating.
MiTek rergmmeMS Ihat ShiD$els and requlretl uoss prating
De Inala9al dunn91n154 trlcDdn, in aCOoftlYlCe wID Sbbil¢ar
JOSlatlatiOll Buide
REACTIONS pds¢e) t=1152MIechanical. W12d2N-S8 --- - - - -
Maa Horz t •.891LC B)
DLis UpliRl=1 t BILC 5), 8=I68(LC 6)
FORCES (ID)-Mawnum COmpressiorvMaamum Tnnaon
TOP CHORD 1.2=20{fil'Lq.23•171&19'1,3-1+-1306f119,/-5=18991186, 56.2019235. 6-7«OIJO
BOT CHORD 1-10=20611773,&10=-2t1t2BB, e-4=2 V1298. 8-8=-IN/t 738
KEBS 2~tOJ06/195. 340.4 Wd63, 6-f 0. 21dY13d. 4-8=-21!6(18,52=3601188
NOTES
1) Unbalanmtl roof hve losds haw Deen considered for this design,
2J Y1611d'. ASCE ]-05, 85mph. TCDL=6DpsT, BCDLali.Op9f h:25A: Cat II', Esp C: andoseq MWFRS Qow~nse) gable end zdne-
terllllever Ma and ngM exposed ;mid verOCal le8 and rght el~daed; Lumber DOL=I 33 pole grip DOL=1.33
3) Previda atlequate dminaga to prevent wafer pontling.
4) 7hls wsa has Doan de&gne0 far a 10 0 pst DOeom d11atl live load nondwlcurtem wiN any oVRV Fvo loads-
5) Ra9r to glroer(e) Ia buss In Mrss o9nnedionz
0) PrevWe 1n0Cialwal mnneNOn (Dy a9wre) a boas to Dvadnq plate caPatAa of wlihstalstlin9 118 D upW x plnl t am1186 D upM el
Jomt 6.
7J Tfix Imas is designed in acminance vdt0 Da 2006Inlemaliolul Res10enllal Code aedlons R502. tt.t and R802.10 2 a1M r1>larenced
sbntlaM ANSVTPI t.
el Deelpn aSaumas br2 (AM aientaDOnl pudine al oc spatin9 nNnleQ IaslenM la buss f C wl2-lOd nalE. ~) l)ll \ (; ). ~ ,
IOAD CASE(S) Sbndatl t fit, yyy
t~ I ~l
J
ri 5' ~ \ 1 J' ~~ ~
t'1~iti,~, AL tr-~
EXPIRES: 121940
June 30,2009
O VARMwa YmilDdelea lrmmam aad RBdII ADTE'a Ow rf119 dim IMCLllrt6p lpTSllR®6RCK'L'PddB Ipl76T3 m. Id vfa 08yUNa USE
Dap, .vYJ'.A vfe erry win. rAT.1 ~.arrvs.IM1E yvp. n OTrv Mh ~Vrn Gomrat«n rl'M.~r. pna a Iv :n •v11Ay,>_-I W rLq:OrrWnbn,
Ac0%adt'v ar.l.q^ Uaanorr«n r«vf wc'pav YKapaaY{m G cemeYpAt i. rtfr'CrtGlly or fvWb tlatiHr.. ~ rot Mns tlniy,«r tl~ec'nP fMwn
my okra fukrrr;l vrtlr,v}q.v«I.rr,.r.,lncw..aau~rz lenrwmr drKnp wrsrSa dneny aulrr9 cr«nl^ttvrn sw a.u=«.riilri d+,e iTeK
In:~iicnlvx. avaav n..marerv. s rMpwai snucNenrnGe mseonsLFr of ma DgJya'aNq readnw-r•U•^ad «Mdanr«r.pardrq
sash l«Yemrallwhv~irewi°„xaz,~lmelnmy c. l9~~tee 5lroit~S.,ihi.Jl~ptnM~~rxilu v>~~lle psssf eM S0fn111alo Camnmenl 7J))uirm,.~n~< <~o~
Job Ntle - TIUtl9 Type py ply - --
DH0929g2 4-TR Camman Truas y 830604842
1
- _12D Reblenc4 l8LX5¢aB.--- _
ProBWId West Isubum, AlAywn, WA 98001 7.160 s Jun 24 2009 MTek nWStrles, me Tue Jun 3012:{1 00 2009 Page t
!..-'vd'OO aw
`oo - - 09• n25 - tali _ afw 'a'~J4
ar.v e.ntx
ea. loo
•" - n.1
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arolx
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a ,_
~' /~
\,
~~
- ~~% ~
$ -~--` --~' - - -- - ~ 3
- Ie M1 . ,3 1
Il00
IWO
eN3 _ a}II b~
ymle Olhels (X.17 lz¢~~l.le:azs o-0-0I i,w __ -_
LOADING (Da1) SPACING 2-0-0 CSI ---~ DEFL in (Ixl I/IM¢ Utl PLATES GRIP
TCLL 25.0 Plates lnaease 1.t5 TC O65 Ven(Ly -025 8-10 >898 260 MT20 1851168
TCOI 10.0 lumber Increase 115 BC O68 VeMTU -0.3B a8 >801 180
BCLL 00 - Rep Shess Ina YES W9 0.37 Han(TL) p.p8 g Na n/a
BCDL 100 Catl01RC200grTP12002 (Marro)
- _ - _ - NNgnC 9.3ID
LUMBER BRACING
TOP CHORD 2 X { HF t650F 18E TOP CHORD $INCnlrel wood sDeatMng dirrlCly apDtetl or 13 t0 oc pulfns.
BOT CHORD 2X{NF 1650E 1.5L BOT CHORD Rigid wiling dlreCly applied or la0~0uc bracing,
WEBS 2%d MF SIUdfSitl _
MiTek recommantls NM SIaWlters antl reglared wss Dradnp
De elsla8ed duMg huss eredbon. In ecradanw wiN 541Db2er
JOS1a8ationygde.
REACTIONS (IWaizel 2=130170.5-8, 6=1301 N58 - - ---
Mez Hole 2=-A81LC 6)
Max UWdf2=-f ]30 C 5), 6=-17sILC 8)
FORCES fib)-Manmum COmpresslon/Dlatlmlun Tensgn
TOP CHORD I-2~l30. 2-3•-21581725. 3I=19121260, 45=1912/2{0, 5-8=-21591225, 67=Oq0
BOT CIIORD 2-10-185'1829, 10.11•]311242,9.11=33/t2@,g-12=33ft262, &12•-33r1262, 88=97/1828
WEBS 6-8=-82/73t,5~8=415201, i-10•~87f73t. Y1~-i 15/201
NOTES
1) UnDaLVla3d roof Ilve loads haws been coneidered Wr tltis de&gn
2) Wind. 0.9CE 7-05; BSrtph TCDL~.Opsr, BCDI=8.(Ipa1: h=258; Cal ¢. Ezp C: enUOSed; MNrFRS (lor3-Lisa) gaDk eM zone:
~snlikvor 168 orb nghl ezposetl :end verliwr lafl antl dgM exposed: Lumber DOl=1 33 plate gnp DOL=1,33
3) Tots toss has Doan dea+gned bra 10.0 DEr DoOOm rnord Ha load nonconanant wM any qhq We bads
0) `This Inks bas Deen desylneo for a Ilve bad q 20.013ai on Ne Dodom fllgtl In aY dloas where a regangb 36.0 1511 M 2-0-0 wide
w81 M Delweerl Ina Dodom Clad and any dDer membma, wi01 BCDL • 10 Opaf.
51 Provide merAanlwl connection (Ny o113ere) W buss 3o boamg hale capably of wl¢Ielanding 1 ]3 D Irylifl 0.r font Z Bnd 173 W u1NIA el
pert B.
6) True W s0. is tlesigned in ecwrdanw 3yHD Ole 2008 Inbemaaonal ReBidenD.W Code sections 8502.11. t alld 8802.10.2 aqi refgenwd
standard ANS VfPI t.
LOAD GSE(S) SlandaM `i1_(TIINt. 1.
!:
d 1\y
`~ j ~I,
y J rt
iii\:\Tt F\ ~~
~-
S.S/U~.V.1.~~
EXPIRES: 12.19-t0
June 30,2009
A M4R11eW V 'WQ 'T D@eal•z d¢ILtpl4l BY UN mm4INraTUX)gUlatlbr RBi@faNC¢IdG¢Ml ran l.e yd v)0. ¢¢InRH lag
L q qep v IAnee -Ip;. rta 31.. l eC yrv a r '.I. f n n n.Y' r M3?.il~ idyl :a'rl:..:url
n[cYCCWfrdlb ;j rvlp M .r u{ I' J. ly 1t~ I:ii 1b IU q0 fFU 'YC..Bw_ra.Myxn
4 Y3 IfKWt 1 ti t'r. bral:fl wn.: I nfblN_r 1 1 "=vh rr u.. r'n11VYn 4_. I n II P4nG1e14'If• _MiT_e_'_
I nWt4rg1{r nmeT ttYilnclu•h1'nr.v mvblly o'tr..,.rY3r'o dnlpro..rv .. ttd9~kbn;ereda-dlq _--
!~lrr.nl'nn,puoMCOIw.Y Ivayc. Wl.~uv. ~eclrr aid emWr.<x~r.N 4gdl/tyll QnaR]CMeb.tiM-a7la.d aCSt a•Nn9 pampan•nl rr~x GCrnexktre Sin tpl
SdYlY ldpnldbn O.Q1ep'p 1'4'x. ir.:n 1'rJeltflr:l• :fl N Il~SfR[' Sir• 11) a-rmtlM.'I I. iitl•
- - e nmYti. U L?c S~
JrD - rnss TN!! Typa ~G9 RY
DN092862 4-TRA COMMON TRUSS 5 I R30a0a 643
- - .UD Relerervas 1488fd1Y).
FYUBUId W¢SI AUWn. Album'NA 981741 T 1d0 s Jun 24 2008 MITek IIIApa1t~, InG Tae Aw 30 12 4701 2COB Pegg 1
1n R~ n.F= M1J DU
~ e qx -. - . x li - - '93.11 - _. ~4.ee O9 D
e i R e.aA
~e w..rxs
aro .i / -
~• ~ r.
! /j / '3~(
/r/
~/
= ~ \
~! ~
~~ -t---- ----- -- _-- - -'--~- __ ~. '~
e.. .e . - - '--.n
~sw n
8.16: 146'v
_3121 _x_13 14~
~s,1 , sl~_ -
Plate 011s¢IS DLyy (z:az~ o-azL lsoz.. aa~ _ -
LOADING (paq SPACING 280 C$I -- -OEFL in (bcJ VdeR W ~ --PUTES GRIP - -~
TCLL 25.0 Platen Increase 1.15 T('. 0.47 VM(lL) -0.24 7-9 >BBB 240 N/T20 185!148
TC.OI 100 Lumbarbwease 115 BC 0.7D VM(71) 041 67 >759 IBD
BCLL 00 Rep Stress Ina yE5 RB 019 Horz(TL) 006 g n!a n/a
BCPL 100 _ Code IRC2006RPI2002 IMatra) YVeigllf. 921b
LUMBER _-- BRAC3NG -
iUP GI IORD 2 % a HF 1650E 1.5E 701' CHORD Slruaural wood eneeming dilegly appled or 4-2-2 oc RlrNns.
BOT CHORU 2%s HF 1650E 1.5E DOT CHORD Rgw oeMng directly applied or la0-O OC DraGng.
Yvt Rti 2%4 HF SWUr$Id
MiTek recommends mar Slab{izers and required cross baang
De inNalkq durkg Inks erection in accordance wlln S1aDilizer
Instalati n ~Iee.
RFACTIDNB (ds;ze) 6=1217a.1eClanicel. 2.7306fa5-6 - -- - - -
Maz Horz2=96(LC 5)
Max Up11116=~ 123(,! C 6), 2=-173(LC 5)
FORCES (IDJ-Maximum COlnpmssiorvMewmum Tenaon
TOP CHORD I-2=0/30,2-3=2173!226. 3.4=-19x7!141, L5=1W71250, 5$=-219&737
BOT CNORD 2-9=186/1641.11.10=-U/12g5,&10=1if1z55,6.11=J4f1z55, 7-11=4NI255,&7=133/1673
WEBS 4-7=91A60 5.7•~437r208. 1-8.62/730,3.9=418!201
NOTES
1) Unbalanud root Irva Weds !lava D¢en ConsWrlW for Isis design
2) YAnd. ASCE 7.05; SSmpn. TCDL=6.Opst. BCOI .K Opal; n=2511. Cal. II; Exp C: endosad: MNM1RS Ibw-nee) gaDk end zoos;
rsnblavar IIM and rkyll exposed ;pod ven.ral leg antl ngnl ezposetl: Lumber nOL=1.33 Dlek qip DOL=t.33
3) Tors buss nee Dean dasigne0 fora 10 0 psf Dopom choN live bad nonconcurrenl with any omenve loads
4) • Trio tnras nos Deen designed for a eve b:M o120.Ope1 on In0 Doaom rlldrd in aR areas venue a mganpk 380 tall by 2-0~0 wide
wa K Delween too bodom dlord and any other mertlDars, mm BCOL = tO.Opal.
5) RNeI to gador(s) for Iru¢s la Imss oonnecRDns
6) Provide rllectlanlral canarnon )Dy olhrtrsj of tnras to Dearing plek Isp.IDk of wllnalandvg I TJ ID upIIR al pint g and 173 W uplift at
pkt 2
7) This haze is tle61gIIM in accordance wuh me 200li Intemmbnal ReaWenlial Codo seGbne R502.11.1 and R802 10.2 and referenrnd
standard ANSIRPI 1
LOAD CASE(S) Skndard ~\~TLTRt' l~.
w Ir
6~
4 1.
r '`>;71J ;~
p -fl-' - cV ~,
GI)ltH'
EXPIRES: 12-19-10
June 30,2009
Q MARMK Verlj9de:gn parmaRa•s wdRQAp Nplga driT!l3d1Q3/ATL3AAp MITfr I{61'aa6M.'d redo Ml laTJ IU 9eRpORH IAE
c e pw m::n. srwm~rrr9. clcr.. -rna 'i Datd urrr t o ~ o-.~. I ea•«cn r:d.et D Imo, n .,r ~•
-r .4Hrya6••yn r.a.:menre fpmpe. r,;.« r dc«npa p- IDU / kS~p tlevox - cl• a p s 9inpwn
t. k;'o- Irupp«t u, ..ivrf.O.v(-0M1 !}~ r, Ad4etrdln'O«vl4 ~pl re i DIl 1,.'^J C.reilt: f If .D tAl ...l ai Mlek-
IO. yAlarolwmnl•cn•pOCry rY ll «.'M M.rn a-n lrt rcsp«util 1 e F9( 1. p~tr r«pamai e.:4-oncarca Jrv. - ~~„
i ttlrv ,a~•. Garry ctnx.; •Iwae drl eclgnaM «ai `Qp1y}1 ANSYIHI OVrAn CMM, D3a~al aria lCP ••Wnp COmpm.N nn G.ro.cr Un.. sulk l0¢
SdNy Memi.np.olpOk DJmLm.llsVIVINIa $al n. tit SY LLale -a. nMmiA :A (rl1J. GWz MOVnIZ.G 951114
Symbols
PLATE LOCATION AND ORIENTATION
~ ~ ~ 3/. Canter ;eels on joint unless x y
oHsels are ~ndicofed.
Dimensions are 'n ft-in-sixteenths.
Apcb; plates to both sides of buss
O^tl `ally ombed teeth.
~/td'
For 4 x 2 orientation, locate
plates O ~~. fiom outside
edge of fruss.
ihfs symbol indicates the
required dire^.ticn of slots in
conneck:+ pleres.
'Plate IocsSHOn detach availabk In MRek 20/20
software or upon request.
PLATE SIZE
the fir<t dimensan is the plate
4 x 4 'ridin measured peraend~culor
to slots. Second dimension s
the length pprollel to slots.
LATERAL BRACING LOCATION
Indicated by symbol Shawn and/a
ay text in the bracing section of the
a..'put. hse T. I or Eliminator bracing
if indicated.
BEARING
Indicolos Icc05on where bearings
(suFPorlsl occur. Icons vary but
reaction _<ection indicates join'
number where bearings accts,
Indushy Standards:
.AnSI/TPIt: vational Design Speufica•ion `or Metal
°b'e CODneC`ed YYOad 1rVS5 CODSin.'Crgn.
DSB-69: Desgn Standard fcr Brac;ng,
BCSI: Building Ccmponent Safely INCrmation.
Guitle to Good Practice for Handling.
Installing 8 Bracing of Me'ol Plate
Connected'.^/o.^d trusses.
Numbering System
I b-a$ I tlimenvora shown in fr-in-sixteenths
II~'~I (Drawings nor to scoleJ
'OP CHORDS
c~..
WEBS 4
0
~ m t J ~
U ~ 2
n ` O
O o.
rr-z _ - ~ O
t-
BOTTOMCHORDS
B ? 6 5
IOINT3 ARE GENERALLY NUMBERED/LEVERED CLOCKWISE
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO
THE IEV.
CHORDS AND WEBS ARE IDENTIFIED RY END 101M
NUMBERS/LETTERS.
PRODUCT CODE APPROVALS
ICC-ES Repons:
ESR-131 I. ESR-1352. ER-52x3. 96C46
95-43. 96-31, 9si67A
NER-48?, NER-561
95l !C, Sa-32, 9667, ER-3907, 9432A
. -~ ~ ;'Te.ry ~; II R~ghts Reserved
~~
~~
MiTek`
POWER TO PERFORM:"
s.NTek Eng~noeting Reference Sheet: MII-7473 rev. 10-'08
~ ~ General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
I Addltionas slabity bracing Ica buss rysfem, e.g.
r5ogonal or %brsx:ing, is aNaay6 requited $ee BC51.
2 muss bracirg must ba deslgnetl by on enginecc for
witlo Iruzs zpatlrvq Indiadual lateral braces IhemsoNes
'!saY requke Dnsc~ng. or olte~•w'Ive T. I. or Nmirator
bracirvg shoultl be convtlared.
3. Never exceed the design bgdiog shown antl never
slack maleriok on nodegvotoly Droved trusses
1, Provide copies of This rtvss devgn to the bulldog
tlesgnar. erection zupervlsor, propody owner arM
W other interested portbs.
$ .CuI membee: to bea• t%tntM againzl each oMer.
6. Pbce pbtei on each Coca of truss al each
loot and erNSetl fuM. Rnoh and wano at;olnt
ocarium am regvb ed by An51/TPI I.
/. Design anume5 ttusses wiB he ssnlaDly protected ham
Ine environment In accord with ANSI/IPI I
e. Unbss otnenMSe noted, mohtsxe cunlcM of Nmbes
snot not exceetl 19,5 at Ilme of labriaation
V. Unbss os~ressN noted. Ihn design ~5 not opp6cobb for
use stilts (re relardaN, preservallve healed, w zyeen Nmtxr.
10. Consber is a noo-ztti¢turol consitle•ahon anq h the
respansibitY Of muss totxlcator GeneralpwclH:ebto
camber bi dead load tleflechon.
I I. Plnle lypc. s¢e, onentarim and bcatlon dimensions
indicated are mininmm pkitinD regmremenh.
i 2. Lambe. used shall be of the species and vze. antl
c of respech. equal to a beHer Inpr. 1ho1
specified.
13. tap chards must be 1heaHred or puAns provklea W
spacing indicated on design
11. BoHom chords requiro bteral bracing of 10 It spocvg.
a Ins, it nor ceeng 6lnsraRetl. unless otherwise noretl.
I $. Cornoclions not shown arc the rosponslNty or ethers,
I6. Do no' cut or apes buss momber or plate without poor
opprovpl of an rngnrsor
I?. rst W osd loon vedlcoN unhss hdicated otherwise
tB. Use of green or Bealod lumber may prne vnacceptohte
enNronmcntal. hebeh or peASVmgnce risks. Conudl with
project englnees belore one.
19. Rrview of portions of Ibis design fhonl, back, wortls
antl pichnes) belore use. Revlewlny DbNres alone
a rsot wtricient.
10. Design auumei manulacture In accsxdanco with
ANS6'TPI I Cluss6ty CBlena.
FREESTONE G. B.S/1936- B
3e-o aoo
L ~z-oa-oo Z-oo~oo s-oaoo .a~oo-o _o is-oo~oo ' ~
> $r
N~t I r~ _ -
~ ~ ~ n~I - ~
II
~ I ~~~ i i 3 ~PJ +I
~I
i ~'
$ iii
o .. ~ ~
d
e
I~ ~ ~
~ ~ ~ ~' ~ ~
d~
O '
DOS
~~i
J ~ °,
N 1
~ ~' i
~~I
~,
I'
c
v
~b loading
"' TaL= zs psr
it TCDL=10 psf
BCDL=10 psr
I~ Tails: 12"
vM`'~ Wlnd Load
y 85 MPH
EIIP C
-~~ L I ~~Qowee DH032363
Jraw~bf.fA1
.~
MII~
MiTek~
POWER i0 PE RFgRM.
MIT~k Industries, Inc.
7777 Greenoxk Lane
Suite 109
C,rus Heghls, CA, 95670
Telephone 916676.1900
Rc: DH092963 Faa9t6l6761909
The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision
based on the parameters provided by ProBuild West-Auburn, WA.
Pages or sheets covered by this seal: R30d05061 thru R30J05069
My license renewal date for the state of Washington is IJecember 19, 2010.
~ x1- "i
'P k <?5;7~ ~ ?
~~ <,,, ,rte w<~
t `~,
~~, ~L @
IRE5. 72-1 -10
June 30,2009
Yu, Ray
The seal an these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The witabiliry and use of this cotnpateut for any particular building is the
responsibility of the building designer, per ANSI/I'PI-2002 Chapter 2.
JOD Truzs Inbs TYae -- - Uh Hy - _ - --
ON092963 t-GE Common Truss t I R3010506t
- Jon ljg]ggnce fopegnal) _
FroOuld'AMaI Aueum. Aup1m'NA 960D1 7 110 a.Arn 212009 LATex ndlYnes I« Tuz Jun 3012:51.091009 Pdpa 1
~.o< '~ s4
iuc _ _ - xa - - --lee - _._J24a
1aJ
z,v r...l s.l
~\.
sao io -
i ~~~ ~%
-~.:-
- a•_ w u 1: n m
tbY-0 6r _
rIC., _
_ X40 _
LOADING(pary SPACING 200 'C51 DEFL m (I«) Vde6 UO ~ PLATES GRIP
TCLL 25.0 Plates Increase 1.15 TC 00] Ven(LLI 0.00 9 M 120 NT20 1651148
TCDL 100 Lumber Increase 1.15 BC 005 Ven(TL) D.OD 9 Nr 9p
BCtt 0.0 Rop Stress lMx YES 11'8 001 Horz(TL) 000 8 Ma rile
BCOL 10.0 Cade IRC2006/IP12002 (Matrix) ripIgDC IOO
LUNBER BRACING
TOP CHORD 2 X d HF 1850E I.SE TOP CHORD Slrupural wood shealllag dlreGly apDasd a 6-0-0 « Wdins.
DOT CHORD 2 X / HF 1650E 1.5E BOT CHORD R_ 191d ceiling dretny applied or 100-0 «bretln .
OTHERS 2 %/ HF SbdISId __ 9
MiTak reoommmds tool Slabilliers and required aoss bra0ng
ce InsU60d during was erection, In accortlalce wM SlabYiaar
REACTIONS . InalaAatlon guide-
(Iw&x) 2=1t1$I1100, 6=195/1100, 1I=109111-0-0, 13=85ft1~60, 11=230!11-0-0, ti•85/11-0-0. 10.230711-0-0 - - - -
Max Horz2M8(lC 5J
Alsx UpIA12=51(LC 5), 6=-63(LC 6), 13=JI (LC 5), 16=-11(LC SJ, / 1=-30(LC 6), 10=-15(LC 6)
Max Grev2.195(LC 11.6=195(LC 1), 12=109(LC 1J, 13=65(LC 11. N=230(LC 91. 11.65(LC II. f0.230(lC IO)
FORCES (Ib)-Mabmum CompressxmAAaxmum Tension
TOP CHORD I-2=0128, 2~3=51140.3/+~d1A30. 45=-3375, 5.8=33171, 8-7=1118, 7~6=51!10, &9~N29
BOT CHORD 2./4=0155, 13-11.0155 12-t$~55, /1-12155, 1411=gr55. 810=0155
WE05 5.12=-74At, 613=74l37,3dd=-172RU,611 =.71137, ]1Q~172180
NOTES
1J Unbalanced reol live bads havo bean ron Wered for ma desgn
2) Vdnd~ ASCE 7-05; BSmDh; TCDL•6.Op#; BCDL=6.OpzI. h=25ft, Cal II; Fxp C', endosstl: MKFRS (low-dse) gable end lone,
Canttlever tali alvl right exposed ;and veNDe1 tell a1W ngM exposed; Lumber DO1=1.33 pNN grip DOL•1 33
3) Truss dosignetl la wind loads in Vie plax of the trios only. For surds exposed to wintl (normal l0 M (ace), see SlandaM OWUStry
r>aE1e Eno Details az appecade or consun qusSFIM buildng designer ae per ANSVTPI 1,2002.
IJ M pLalex era 2x4 MT20 unloss oDlerwne indimled.
S) Gnbla regwrea mrlDnu«s bottom tl1oN bearing.
6) Gable studs sD.xaa at 1-/ 0 «
7) Tnis truss nos Deen delognod lOr a 10.0 par bosom Chad live baO nonourlcurteM wlm arty doer Iive bads.
B) • This was nos Deen tlesl9ned for a live bad 0120 Opal on Ise Dolbm dlore n all areas wflere a rectangle 160 LY Dy 200 wide
will M Detweerl Iho bottom rnord and any doer merMers.
eJ Provide m«J+anical wnn«oon Iby others) of truss to Dearing plate cepabb M wllnslanding Sr ID upeft al plot 2, 631D uqd al joint 8, t)17!J (i
31 ID uplM al jolnl t 3, M ID uplift sl joint 14, 3U D upM al joist 11 arM 15 b uplift at joint 10. ~Y y (.'
101 Bexkd plalo or snm requeetl Io provide hW bearimg sonata wHh truss rnortl al lolnt(a) 6. P1 5 :. y!/
11) TMs was la desgnod r aOCOrdance unto me 2008 Inlemabonal ResWenllal Coda s«DOns R502.11.1 antl R602.10.2 and ~~ -1:
rekrencetl atandaM ANSVTPI 1 ~
r~
LOAD CASE(SJ Standard
~ ?j:'J ~
EXPIRES: 12-1910
June 30.2009
p VdRMM V J)IA Tpv H 6AAAD 1.ntFS pN n!)aAMJIMLWffiI b1TD!}ryp~ppAM-AYdGAIP/]ITJ .In h9 DAPOR8 UA6.
r '.Y I I Ih 1 ~09L~:11
C 1 Lir 1ry-9 P 1 ' P - y.ICr AwY IC.I Iry Iv
1 d 4 ~ °w ~" nmti'1 tea. 1. c,aT rL IMa u- -IM„ ~:] a M r,,, i ek
T ev hr 1 s,n r o 1 _t n,r
rt n.~Pw r 1- tool '° 1 1 v d yra. cm ellM ln.e ra as i.Mriv ~...~aumn.~.rnj ~r m.
SN+h lnbmoAlpn ..n . r_m ,n..enrt+e. A111 .SI~rrSn .i_ ~to~aMeMCn~moHJ9oM RSIaWane [empmeM Ilp GleerWxG lp.e 5.r1e 10a
- Inv-NeMb, G1 9:M1a
.,oD rmas rluss Typ. - Dry rh -- --
DH0929B3 1-TR COMMON 1 T 830/05062
ProBuilD West nrMUn, AuWm yxA 98.':111 - -abIlRolerel+S4I~110rJS11 _
7.140 s Jvl 21200D MlTek IMUSmos, Mc. Tue Jun 3D 175r99 2009 Papa 1
,wn
5n0 _- - - _ _ - vca _ raoa
560
~~ Sv. rry+f
t
qW.V -
9
1 q ~f
.~
uoa5
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-_ Sac ~lao
-_ _-.- _ sax __- --2Il.
LOADING (peQ SPACING 2-0-0 CSI DEFL in (qc) UdeO Lltl PUTES GRIP
TCLL 25.0 PleNelnumss 1.15 TC OJ7 VM(LL) -0.02 iJ >g99 260 MT20 785!168
TCDL 10.0 lumber MCleBSe 1.15 BC 027 Vert(TLI 0.08 IJ >999 180
BCLL 00 Hep SUexs lna YES WA 0.72 Hua(TL) U.Ot 3 Na n/a
BCUL 700_ CDdo IRC2006/fP120p2 IMamzl Weight. 301D
LUMBER BRACING - _-
TOP CHORD 2 X 4 HF IB50F t5E TOP CHORD Sbudurel wood shaaming Weclly applied or60-0 ac purkla.
BOT CHORD 2 X 4 MF 1850E t St 00T CHORD Rgid ceiling tliredly aDDlled or f 0-0-0 a bredrrg.
WEBS 2 X a HF SWd/Std
MTak recommends 61x1 $18DiZels aid reglareo cross bradng
De Installed W rbg truss erecDOn. In accordance wlm SLMMZer
REACTIONS (IDJaae) 1=N6N5~8, 3=NMOSA Ina1811eD(al guide
Mas HoR 1=33(LC 4)
Maz Upli%1=501LC 5), 3=50(LC 6)
FORCES (D)-hta:imum CompreseioroMaximum Tension
TOP CHORD f-2=-fiD1/68,2-3=C{llfa6
SOT CHORD 1J~/N0.34=0.V70
WEBS 2J.G12B1
NOTES
1) Unbalanced rODI live loads nave Deon wnsi0eretl lol thM design
2) WtnO: ASCE 7-05: 85ngh. TCDL=B.Opel. BCDI~ Opsf: h+2511; Caf. II; Exp C: en(wee4 MWFRS (bw-nse) gaDla end Eone.
onDlever le%and n0h1 esposetl o1W velOCel le%and ngM exposed: Lumber DOL=7.33 plat 9n0 DOL =f 33
3) Ttv5 W sa has Daen designed br a t0.0 ps/ bolbm Mud live load norrrwlcunanl wDn any Omer Ive loads.
b) • TTis truss nay Deed assigned for a live IOaO of 20 Opal on me MXlom Mob M all areas where a redangle3-6-0 MII M 2.0-0 w:De
w6161 Deiween me Do1bm Mob and any dhu menWers.
5) Pnwitle maManical conneWOn (Dy uhus) of hues 1D o¢anng 01818 capable of wlmslan0inp 50Ib uplm M )Dill I and 50 b uplm of
joist ,l
Gi TDIe truss u deagnetl in acooldanu vnlh Ma 2006 Inlemational Hesltlential Code aeclions 8502.1 t,1 and 8802.10 2 entl rNorenead
slandartl ANSUTPI t
LOAD CASE(S) Stentlero
~~.ppxG p~,
~~ 7/
•~,
1
~~ ]%37:j ~
)T/U,~, A1, A'ff'il
EXPIRES: 12-t9-10
June 30,2009
0 r4xrMrq va.yy aora,sa.Yw.a.sau7 ALaD A07aa ow TTrse7m ywcr.0oFn lumrtwvrslaaL~e eAO6 am >sTa ... to ne a6rorea u6B.
o+.y~~mla ru,n..n.r-mom+r.N.wclm.'naa..y~.a emeaay.a..,cooncror„•.,... cw'n IN Cn ne..l.n. ew,av c.ttPmml. ~•
qub• i+l.r cl aa,bn{vrom>rc.n r.ra gopar rcvPU;, naeanP~..,l~rt!ppranv'+[~.are o-~p,e,.roef.,.. r1ny.... t:.:.na:n-...,
e rcr:,v..,1,.FPCn ad,.s.aw woe:..,.c,Mc~rr. Am [yt<Kr,cvn>v I.oc:ro!o ~.sN..u,::nr a.n•~v ~ :.,~*xw,: n,. revorae::ln. M nc
vo~ly. grl~n„+rgl rpnn„M1pVCi~a!Inp CxpCl)tµlNei3lFC fpPN,v[.11Y WnM D1.1,frcQ.}Iq~a rrcparY,v a,.,s,caranrc,l.~ _MITBk~
mDrt.nrc; rK,o1h cwmn norooa. w1,"r/. ercctol O,tltMr n canun µ81T11 pq,. 9 pomnr ~~
MlalY bblma6on m.oroeb aPrn lrt'C rba Wmrl+.191.1 soSPi++I.'.•reJllA!ar.n.~~•.S CMMa DSIJa alM leslawHM Cam Tn(.:nnnnx Lane, °u++,co
- co-a N.If.r+. U 9'brC
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DH09a98J 1GE GABLE
1 t R]04050&T
.. JpORlfatlnfd (9NIpnU) _ _
ReBIWO W9n AWIn1, Autism V!A 98001 7 NO a Jun N 2009 MRek Indwenee. Inc Tae Jun 30 1281 11 200V Page 1
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IOADYIL-lP>n SVACMG 200 CSI DEFL n 0x) Wee- __LM - -
PIATES GRi --
TCLL 25.0 Palesbataee t 15 TC 0.08 Ven(LL) 000 10 M 120
TCOL 100 Lumber muaws 1
15 BC O
M
l MT10 tesHta
.
.
Vert(
il 000 I7 M 90
RCLL 00 Rep Stmslnv YFS WB 0.03 HorxITL) 000 I8 nla Na
BCDL 10,0 Catla IRC2006ITPI2002 (IalalAa)
_ Welyhl 1051b
LUMBER BRACING - -
Tf3P CIgRD 2 % t Nf 1850E 1.5E Tfp CHORD BYUaural wend NIeYMIp pysllly aPPaed yg-0p oc puNs
807 C
ORD
H
2 X t NF 1650E t.SE BOT CHORD Rlpe ctlYp Slpy f appasd ar 1000 xbrasg
OTHERS
1
2 x t
6 Sa101510 MTM reWValaMl e1R SIa6a1TaM1 ~ IOlilweb OOat pop
W nnNkd ar:g hits enpblll, n atmr6alu win SlelJtar
bRY panne
REfCTgNS I~IRU) 2.20f/22L0. 18.20147 a0, 74•Ilaa2-0-U. 26=11Y11-o-0, v121rzaa0. 2e.11em-0-0,
I1b 131)22-0-0. 30=0341-ao. 3I.249420~0 13.119f2ab0, a2=12142-00, 21.118/2?-a0,
7W 13112200, 19.6647~a0. IA=142'22-0-0
Men Iforx a•77(LC 51
L4• UVIIR2..29(L C 5), 18=-44(LC 8).28•-l7(LC 5).27=-31(LC 51. 7A•~JO(LC 5), 79+30(LC S), JO•-a4flC 5). 31 ~50(LC
SI. 23.~ ta(L C 6). 22•JSRC 6). 21=JO(LC 6),10'~3glC 01. 19•-2a(LC e). /8•.SOILC e)
Mu Crar1.101fLC 1), 16=201(LC t), 14.1 10(1-C t ), 20.121LLC q. xl•lat(LC 9), 2A•1 fe(LC 11. aV• t]t(LC 9),
]0.650.0 41, 3/•249(!0 91.2]•121(LC 101.22=IS11LL 101. 2t•11e0.C 1). 20.1]10,0 101. t9~SILC 10),
le•zlyfLC 10>
Fp1C£S yD) - Mamralm CompeasipN4asinann iensal
TOP C110RD 1$•049,2)+~e4f11.3~•~B153, 45•-30169. 5~6=33f89, 8.7•-371108,7.8•)31/295.9=3Lf41, 410-~T11137.
lall•J3lI I8, 11-12=33187 12~1YJ3159. 13~11•~70/36, f41S•~6/21, 15.18=39!41. I617•a29
BOT CHOHU 23/•ON3. J0~3Ya93. 2930.0193, 28 2B=(V93, 27-28=0183, 10.a7.ON3, 2326•a93. 2LT0.OI93, 23-a4~1'93,
22-T3•a83, 21-a1~193, 1021=U43. IV-10•a93. 1819-0193, IB I6.OI9J
NESS 424•-e41U. 8.26=-95133, T~27- 91x50.6 2B•-B3/45, 5-a9=90/46. 430•-6643.331=18281, 1Dd3•.9549,
11 Tb 91/51, 12Q1=93x15 f S M• tINaA fa.19=Le133, /516~18TA11
NOTES
11 UntlYrlmd neol M bade haw bear! oonsaped 10r M ~
21 Y'And' ASCE 706. e6rlph. TCOL~-NV tlCUL b qqe, h•25A, Cal u, Fry C sn4oad, MMFRS Ilaa.mal gspls en0 eon!
'
penmlY
er LB6 end nyM a:pofed end .erKal N6 M rfyM amused: Lumwr DOL•1.33 pkN q1p DOL• 1 33
JI Truss daa9rlad hlr wind bads In ere
lan
I
t fit 1 ~ t,
1F ) /
p
e W
M
tuat pNy. For sbAS exposed to wind (normal ro ma ha), Ma Slanderd NMUeery )
CeDN End DetaM r appllcade. or conwa 9u446ad d1011q dsasrrar as par AN51RPl 10002. q, ~-)' Yp
4) All pbtes am 2n1 fAT 10 unlasa omerwlfa mtlluUd. ,~ ' Ir,
5) GeDle reRwree conllnuoux botnm t0ord beanny
8) Gable surds spwad a1 1.1-0 oc ~
-
~ j
7) TNe hlaf hie Daan danylpd )p1 a 19.0 p4 DObOm fxlpd eV! bad non(aflCprpA •MIn YIT 0611r IV! 1080a
'
e)
Thu wss Ma Wan walpned b a fw bad of 10 Opal an bra DOIIOrII rS1oN n su pees where a rectanp4140 t>• DY 2U-0 »10e
M Y DlXween 9r hobo druu arld any atllp awllpera
9) Pmalde medlaracll cormeldpn Iq omen) d trIY b wdw2 pole tlpaOle rr +Mhlta1w19 28 D urn a1 pax 2 u e upq a1 pn: !6 r
~ k •, ~ ~'. ~1
~
,17DUpMt>f pnl 20,]4Eupe11 a1 p427.]Omu9111 aLpM 2e. 30D upM MpaY 19. 24Dupldl al roes J0. 5001pNt al ju~l 31
1410 upa0 n pot 2J
]S ~ 18da1 m
Obl 21
30 D
M
30
2 J~
r~: ):1'~'+•• \
'
,
j
.
up
al pad
1,
ID upMl n pot 20.24 ®yMR M plnl 19 arM SO Ae upeA M pot 51 •-.•
tDl 7nH wss Is aanpwd In apcordanxa wNh M 20O61nlamalionel RerAenual Cow aaulbns RSOa 11.1 antl R802.10.2 and
relerencea nanwre ANSIRPI 1
Contnued on pays 2
EXPIRES. 12)4.10
June 30.2009
p veAAexo a..Ka«n6~.a•n.~aAUO auras ow xvraees rata toga earalx»Iratsare>'e6e eae /•.~... to ve aarale6 rsln
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~CC1CaMry p Os+y1 LOan.ftin .n] [/.c. r ' T!+uYnn A cvnGpnrl C r=-~~crl[/v G twldrp a•y}w.eci Yuv.Inpr Inxrq r~Onn
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w•cror. wncm Palrnm•nl e:~. lo- •.w Y Ip me roccf al Im cuulw n..M•-.... /.. lo
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- --
.
robcrnan o~alrv ccm.o- r>aa• aar - -nw l rrn. r.. rw,.x axwlm rAe CIa•ae. DSe ev ne acs! Wdn9 Comeen«d
ssh lnh.mdl•. ,,..Yn.. +... r.,n role nAaro :al n. la<S~w
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0!/092987 1-GE GABLE ~ ~ R7(N06061
Pr08ui10 YWelAmum Nltalnf'NA 98~YJ1 JOQRblNbnaa (~PIIVW)
IdOBJUn 2d 70P7 NI1p11nu1fONS, Ir< Tue Jun 3012 51 17 2WN PNpb2
LOAD GASEISf SlrMVd
O vA7ueAf; re.7y.3~ynS+~.Aa/rHD JO10 SM'rm3e~ulc3;,u0 rDU 131493QR'8 rase Sel rdn... 30 vll erlnaa Ad ~~
Gr v ~ecM
o x:3 ,.r ~rQ ca r... r.vf Groc ..;. J I o'I .~ fl I n ar•a .. Mraa u..1.3nQ comocH..r
nln mf.l r b .> i r so- w . Fns i t - a o b.o-~-~ x., ,>....r~.. rmc.Qerrr,...
Yi . ' Slv.,rf A .. M V Mt I• I ~ M ~ EI 91'ttr.l .l.l AMY GM9. ansu~lbn a h. r1+TrbN'/ I Hw. MITek~
Ietrlco'Ito..pml h.-I INV(wr. MI (ry C!e<I' n I re~Al AN TIS ryr~n~~V pb~N Jv Q~-pp14FWrv.r nrnFp _
SsNbbrmaeon .nu3lJaromlrrw Fla hJn.le .r t r... f.. ;.Ht L, i4rnr'aM,'~A>Jl1µ 0HdfanO KLfMMeCampepwN i. ~. smart lang. i.,d vv
- Cir u. M. :lip ~~ r• 9 J t U
?A irwF 7vu TI¢a
DH0929B3 2-GR Common iruXX
PI¢BJIO Waal Aupyll, rwCUm, Wh Y8001
I•up s•„a _ _ naX
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1 NJMx506a
Jab RXlexenm {apkorwy _
1 NU • Jun 7a 7C09 MT¢k XI¢INnw, Ine iue Jun 3012 51 U 700D PapX 1
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•• ya. rps
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o2.a1 IS-~-
~+Lls a
__
oa~12,P2a1. _ •}1F
_ _ .X.t
__
LOADIIC (pXB SP6CRJG 2-0-0 C51 OEFL w (wc) NM W IlA1E5 ORi
iClt 25o Phwa klCNXa
TCOL 100 !
b 115 TC 053 vdgLl) -0.13 67 >99B Zip MT20 165/IM
um
el Xlcrow
BCU
00 R
S I IS BC 065 VXrgTL) -0.73 67 .765 160 Mf10H 13&111
.
ep
xees lna NO Y49 0.19 Mort(fL) p.IO 6 nla Na
BCDL 100 f.¢rie IRC2006/1PI2002 (Matri x)
YMgnl. 1971D
LUMBER BRACING
TOP CRORD Y X a Uf 2WOT 2 OE
BOT CI10RD 2 X 0 HF 1a00F I OE TOp CHORD $hrqurN wood aMawwg oYaeq' appNXx7 or 47-t 0 oe pWna
WEBS zx.ra Sag15W'EJaapl• BOT CHOR D Rqq owknp Siedyr aPPkad a 10-00 a
ha°q.
ST 2 % a HF 1650F 1.5E
REACTgNS OxJau¢I 1.66640.5.12, 5+668466.12
Man 110lt I •-OIILC 3)
Maa V(XYI1- 93B(1C 5>.5=-936(LC 0)
FORCES (161 ~ Memlum Cum1x¢uiorvMaklmum IaMlon
TOP CHORD I-2~I136811;A8.2~3•~7MB/1122 3-{••772611122. a-51136011796
Bo1 cHORO , a..lalenao66. e-a=-u,6rlppee. 1 e. ular1oa66.6.1=-u5lllwes. se-1357naoee
NESS 37•-0e6reaa2.a~1•.369p5p1aa.a7erpW3, 2-7=369p16p6.2a 376go93
-y'l,l~
~~p11~r, t!
op ~c.ti~l;~
I,
' ~R- /
r '~
`r:;;r_~`r~
i
S ~~i~i\4l )~
EXPIRES: 12-1910
June 30,2009
Q ~Mlalr ra.gr4•ap1A••w+MAaaP rgrfa ox lXxaaAD arr-u3Ml Ml~fAVaRBI~)a4eMTa7].r• ra as 6AnAe Ilea
+M~d.x 3vr-w.Wlcva-.~.~T}ay,lD6.C 7F ~-0~~p+v..lwr.r..... ,r:'nbTbw>+L r.ilra]...rta~..ra ~•
•':+ ut+.tl r trp~ giOnr•rpan a.J:! 'aMA'+rr M <a.CmnR a •a(.a.N:1e• N natA•x Je fr rd e.u .lwrJ"r Lr.M rn u.
., •HAyp nl r.JrggnOp rnwn>ry navn-ael raanp~ay ryxay'.~aua. rnaaMr Jarq: E.IRCncr.e.r..rlwnakxM Yl'e
pwmownremcnxmt.r...~„1,•,artwx~nv recm~xp dn. o-.kaU.ry.. le xraa aw•... nupvv~~r¢ MiT2k-
~YricWm~w.xr:..rlro upmexFr. .v.rt.5:.r.r.lawcrVcwX•a ndF•1r11a•dlr Cwwb.aM Heaa N:N X•Y•¢G•nae•en1 I~.:f i,-. iul•~np
1d•b MMmd•n arJyl:r M.rr4as walCnmNe 3X1 nlw SFwr. Shc. ]12 a .nr no A:b
LOAD cwsE~s) sMna.r6
+) R¢¢6ar- Lumner waaYX•1 I5. PMXe xweaea.l 15
urmnll 1 oadF ryq
Vert 1-3-.10.) 5•.10, 1S-5a9(F=.6;9t
.oD Truss Truss TVpt __- OIS Fly
DH092863 2-TR Common Truss 3 I 830405083
- _ JoogeT@ranOS/Weonal;
PrOBWtl Weal Audxn, AutlumlYA 98001 ] tdQ s Jun N 2008 W Tek InalslrlBe. Inc Tue Jvl l0 t2 51-.15 200Y Pape 1
J9~O° -s is - -. 11^:_. _ _ _ te2-IV 849. la<90,c
ee bN.rPs
eW 1)
bl ~
a
°
,~
i;
~
%.
x
e~ e
u t
f
60S M
lseY
_
-
- ~~
_P13t9 Qd38t[ OS.Y); 2:Od-0
•.]s
_ -
-
fay
- -
LOADING IpaO SPACING 2-0O CSI OEFL m (loq ptletl Vd PLATES GRIP
TCLL 25.0 Plateslmrease 1.16 TC 0.30 Ved(lL) -0.N B-f0 >999 240
TCD MT20 185/168
L 10.0 Lumber Increase 1.15 BC 0.30 Vart(TL) 0.27 840 >864 eB0
BCLL 00 Rep Stress ha 'zES WB 082 Horz(TL) 0.05 B Na nfa
BCOL 100 Cade IRC2006RP12001 (Mabizl
~ ~
~ NltigM' 79 b
LUMBER
BRACING ~-
TOP CHORD 2 X 4 HF te50F 15E TOP CHORD Shupurel wood sheathing
BOT CHORD 2 %
F dmedly applied or 5-0-0 tic punins.
4 H
1630E LSE BOT CHORD Rlgld calling directly applie d a 10-0-0 tic Oraan
WEB$ 2 X 4 HF SludfSld g.
MITON rocOmmends mat $IaWZera end rerYllimd wss Mating
De mslatled Wring puss erec3on, in iGODrdarlce with $IaW12W
Jmslallatbn guide,
REACTIONS (IMS¢e) 2=t09TJ0.5d, G=1097x9-3-8
-
Max Ilorz 2=771LC 5)
Llax UPIiIR='t54{lC 51. G=151(LC 8)
FORCES Ib)-Maximum COmpleasionrMexlmum Tenabn
TOP CHORD I-2=QQ0. 23.1777/180, 3I=4594208,45=159&206,5.8=1776JI80. 6-7+0.00
BOT CHORD 240.145/1499, &10.2611015, 9-11=2&1015, 8-f 1=-28/1015, 8A=88!1500
WEBS 48=74lG25, 58=.J37/1118, 410.741824, 3-10=338!168
NOTES
I I UnDaNnced root We bads haw Daen conzirferrM for mis deslyn
2) Windy ASCE 7-05; 85mph, TCDL~.Opet BCDI ~ Opat, h•25fl Cal II. Ezp C: eaiozed, MWFRS (N1wnx) gabN end zone;
Canlllever k6 and right oxposed :end vedical lafl and nghl exposOd; Lumber DOL=1 33 pleN 9nP DO1=1.33
3) Thrs Nras has been tleslgned air a 10 0 Dzl DoflOm cnorcl Ilve bad nonwncurtenl wtih any Omar Iva loads.
•
4)
Thls buss has Oeen OOSigIIW for a live N>ad o120.Ops1 on tlw boflom Mord in aY areas whMe a redalrgb 3.60 bll by 200 wi0e
wpl fit balween me Datum rnOrd and any gher members. wlm BCDL = 10.Ops/.
3) Prowde meMankal cometDm Ipy timers) of truss to bearing Palo wpaDae q wimslandirg 151 Ib u19ifl atjowl2 end 154 Ib up5fl al
jernl6
6) This truss is Wapled n 9ocoldinca wllh me 20081n1emabaW Rezidenfial Code BeGllons 8502.11. t eM 8802.10.2 and Memnryd
sbrldaro ANSIRPI 1
LOAD CASEIS) Slandaro ~Dp~~p Y
~
L
LEI. \ r ~ J]il}
'I
%~~~ ~
/Iris '{. y.~`l ~~~
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EXPIRES: 12-t 9-10
June 30,2009
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DH092963 3~GE GABLE
t t 830405068
PitdnlE WealAWum, Aipixn,WA 99001 -- -- bh Rgtprerv (Pppm&) _
7.1/p s Jln 14 2006 MITax IrW9Me9, Ine Tua Jun 30 17.51.182009 P•qa t
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LOADING fpsO SPACING 24)-0 CSI DEFL In (lot) VOM L!tl
TCLL 25.0 Plates aK4eax 1.15 TC 007 Ver1(LL) .000 21 IW t20 PLATES GRIP
TCDL 100 Lumber tnueax 115 BC 0.00 MT20 18511/8
BCLL 0.0 Rep $Veafl lna VES Verl(Tll -0.00 21 M 90
RCDL 10.0 Code iRC2006RP12002 1M IDxO'~ Harz(TL) 0.00 10 nro n/a
LUNBER _ _- _ - - __ Wel9nt. f381D
TOP CHORD 2X4 HF 1650E 1,5E BRACING
BOT CHORD 2 X 4 HF 1fi50F I SE TOP CHORD Structural wood ahearAing dlredy appall or 60-0 oc perils.
OTHERS 2 X / HF SIUIUSW BOT CHORD Rigid tsleng direcly applied or 10.60 oc Orating.
tdiTek recommends Ina! $labhzgs antl required aosx MaanB
be in9alled during truss IslecOOn, In aocortlance nib SuDilizar
REACTpNS IWZize) 2.16126~P0, 20=181!28.0.0, 30.1101260- . InslsDdio~itle.
38=88+28.0.0. 39.18212660, 29=t 19Q8-0-0, 28=120/28-0.p. 27:12260-0, 26•tY0R6~00, 15=11828.60. 212526-00, 23=9A260-0,~ ----
2r-lez,ze-9-o
Max HoR2=-88(lC B)
Maz UDID2=-19(LC 3), 70=34(LC 81.32. 13(LC 5). 33=-351LC 5). J4. 3MLC 5), 35=-30(LC S, 36.301LC 51.37=-29(LC 51, 38=31(LC 51. 39=33(1 C 51,
28•~9(LC G), 28~'18(LC 61. 27=301LC 6), 26.301LC 8).25=-301LC B). 24•-291LC 6), ?3=-31(LC 8), 22=-32(LC 8)
Max Grav2=1811LC t), 20=1811LC 1), 3(1=1101LC 11.32=11111C 9j, 33=121(lC 91. 31•t20(LC t), J5=1211tLC 9), 36.119(LC 9).37=115(LC 1), 38=9BILC 91,
39.16T(LC Bj. 29=121(lC IOL 28-111(LC 101, 27=120(LC 1), 28=1701LC 101. 25.119(LC 101, 21=125(LC 1), 23.98(LC 101.22=1821LC 10J
FORCES MI ~ Maximum CampressionMtaxsmum Tension
TOP CHORD 10.1~9~ 23=11635, 3~1•$9N1, 4 5=Mr56. 5~8=-33g8. 8-7=-33195. 7~8+-33/111, A-9--33/133. 610•~33J755,
33!185, 1112=33/161. 12-13=33/112. 13-14=-33/112. lat5=3.U85, 1618=33158, 1617=33138.
1748=-3220. 1619=3&'11, /F20•-77128.2627=029
SOTCHORD 2-39=0/108,3638•WIOB, 3738 x/108,3637=0110A. 35-38.01108. 3435/108,33.3{.Or1pg, 32-33=g/108
31 32.'106, 3631 -0!108, 283U=011 O6, 28-29--0/108, 27-28~/tOB, 2627.6'108.25-78~nOB, 2425•N708,
2324.0/106, 12-23.01108, 2022=N1U8
'AEBS 11.30=-31 N. 10.32=Bk29, 9-33=BM81, 634•-9386. 735=9388 6-36.93/46. SJ7=-061q. 438=-79M1,
a39=137/82, 1229•-90.25, 1328=94/52, 14.77•-931/6. 15-28=x446, 1625=831/6, 1721=98147. 1623=78/42,
1822•-137161
NOTES
I) VNlalancea mof Ilve loads have tNron conaideriM Idr Drs design.
2)'Mnd A$CE T OS ASmph. TCDL=6.Ops1, BCDL•fi.Opxl. h=250. Cat. II, Fxp C', enaoseo. tdWFR$ (bw-rue) gapb entl zono:
cantilever ten and rght exposed , end verural iea and right expouW; Lumber OOL=1.3] plan grip DOL•1 33 tt3lX)N(~ j./
3) Tmss designed for wind bads in ma plane d the truss only. For aNds expoaed to vend (normal to aNe hu). see $bnaNd InW 6try tt ~C v/// 1
Gable End Details as applicable, a oonwil qualifiod DviWag designer as per AN$I77PI f -71X/2. ,`~ - j
4) All plates are 2x4 MT70 unless <Nhexwix in6wled.
51 Gable requres conlinuaus Dotrom Hord beamrg ^'
8) Gable sNds aPaub al 1-4-0 oc. _ '~
7) T1M1S miss has Deem de&gned lore 10.0 pal DODOm chortl We bad noncwNximeM wID any dher eve Toads.
8)' This truss 11as Deen designed fa a live i0a0 d TO.Opsl on Ne Ddrom mdrd in all areas xMem a rlWangi b60 tae by 2-0-0 wide
nil! Po Delween the Dallom cDOrtl and any other members r X
9) Prevede memarrical ccnnedion (by oDers) of Wsa ro Oeadng pate ~~ 4'/. ~ ~ \`
1310 upGR el Jobt 32, 35 D u lilt al ant 33, 30ID wpade d wMSMntling 1B Ib upli0 al join) 2. 3A Ib upln al joint 20 ~~. t•1S T1;Pt ~
D 1 wan 61 Jam sd.3o a upM al Joim 3s, 3o D open s jam 38.2a lb open al Jam 37, ~ 35 ~i~
3tID up811 al joelt38, 3310 upW1 alpni 39.9Dup00 al joint 29, 36buplift al l01n128, 30DUpYl Mjoint 27, 30Du0110 a1 jon126, 30 ~ 21~N:11 7'~
D uplll aIJOIn125, 29 D uplin at Jolnl 74, 31 ID uplit al Jo1n123 and 11 Ib uD181 at join122.
CnnlinuM on page 2
EXPIRES: 72-1910
June 30.2009
p VIRAPM. v J7Vd Pi ymOS•nanGaB/p A075d rN7 nos Alm/ACLUDRD MnBRAar6Aae0!•sce Jet 7lla 10 na RRIONli L6A
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coo '11 M.Jaq-i r e[ a( , ' o'o<r n i wv Mo I r i pn' I b Id Y uk»1p~0 Y ear.
rn. •a fin x r Irne I m ru ~ trFe~n.D~W•~dx~a•n?aoaemrctrn fl«nO mtoa CUrJOI Ifw- -Tpl.
klmoAn .:d o^ A mpaa 'C Y:a atr w aNypryl g0 a dew fa9xrvv gxoa¢are9an rsl I1~i Il
sd•ly lnrvmony Aza n.,.„i .its. F.rr,re :a r l•e ~~.u• S~1 _ ax..~anM?e~'`i74teillo.Oxl~{a oed /C91 /va~a CampOil•ni !I^f/we.rva Lana s~,a roe
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DM09296J 1GE GARIE RJOS05069
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NOTES
101 Tlris truss is OSU0nS0 in wntdmcs wild Ots 2008 InMnofimsl RSei0etltlsl COOS SSUrou R502.11. t SAO RED2.102 Bn0 MnrenoSO tlWquV ANSVIVI 1.
LOUD 45E(S) SWgrC
Q IdRXM4 Pn lftr~+Wf+M.m and RYI~M~Td wV R/ISAe6llRLtOIDItbfM9fFA1CE fILG 1tl f1 /I •w. 100115%nP3 f86
4cY.:M• J.a.q ... 1 T V y~r~ st1 ~>V c<yqr ~ct.n on0'w y rO ab~
r. c+cm~.w.~:t t w.n w ~- . : mo- o...c«reM.w,.__..... t-r~rnP MITek~
aKM'. +mro dV r .•tmiy-IM=._M •..~... r_+T-<[I roMe c.Nry•JesWr. rcr'icr6o U.n.. .._f~+fnp
IcU:ollcn Wtlnr:~nrol 4.rtk~.r, Yt.w.v +•R:ik+~.<.I lr.n <y, .v n. rl AItWMl pon CM~Ia OMHYM KL Wtlntl Cwpanw0 +.taa la_r:~M. ~O.
Slaty Nlalldgn o•ttY)G41yv.IN.t ~OIC f61M114. _tll rl lw ~~Tn• StXC--i. Ab.u J1.r v1 :~'llr Inv Y~f~[. fA 'A e•!I
Jw TNSx TNxs Typo UN Ph
DH092%3 1GEA GABLE 1 1 RJ0405%7
JoD Rnhlnnm (opwr39_
ProBUi10 Wen Auburn, Aubun, WA Slam! 7. f 40 s Jun 14 2x19 MrTµ b10uaV19a Inc. Tun Jun 70 12 51 20 1009 Pape 1
.rtNcs two _a3- -
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LOADING (psf) SPACING 240 CSI DEFL it (loc) V0e0 Lb PLATES GRIP
TCLL 25.0 PMles Inuaase 1.75 TC 0.07 Verl(LL) -0.00 t nA 12U MT20 1851H8
TCDL 10.0 Lumber lnaeose 1.15 BC 003 Ven(lt) 000 7 MI 90
BCLL 00 Rop Streae lml VES VJB 0.07 Haz(rL) 0.00 20 Na IlfB
BCOL 100 Clore IRC20087TPI2002 (Maldx) Weigh. 1351b
LUMBER BRACING
'IOP CHORD 2 % d HF 1860E 7.5E TOP CHORD $WRUraI wood ahealhing directly applied or 6-0-0 oc purlins
BOT CHORD 2 % 4 HF f BSOF 1.5E BOT CHORD Ryitl ceiing Olrealy applinl or 10.0U oc Dreang-
OTHE0.S 2 % 4 HF $IUaS10 IAITek recommentls Ihal SWDi1Zers er10 reputed cross Doting
De inaiailod bamg W bs eredpn, n accordance witll StaDrzer
Inslallabpn guitlo.
REACTIONS (las¢e) 20=92!26-0-0. 2.181128-0.0, 2g=110/2600, 31=119!18-0-0. 32=120/2840. 33=120!26-0-0, 3a.120R8-0-0, 35=11 &26 P0. 36.125Q8-0-0,
3]~3BJ28-P0, 38=182!260.0. 2fl=119!2640. 27=12028-0.0, 26=120!26-0-0. 25=12QQ6.0-0, 2d=f 182840, YS=128!26-0-0. 22=85fL6-OQ,
27=2f L/ZYi 0~0
Maz Horz 2.98(1 C 5)
Maz UPIifl2=17(LC 3), 71-14(LC 5), J2=35(LC 56 33=30(LC 5), 74=JOILC 5) 35=-1gLC 5).36=29110 5) 17=311LC 5).76= 3J(LC 5), 28=-10(LC 8).
27•~18¢C 8), 20=-301LC 8), 25=30(LC G6 24=-301LC 5). 2J--111LC 81. 2I=22(LC 81, 21=-54(LC 61
Max Orav2W921LC t), 2=IBIILC 1), 29.110(1 C q, 31=12t(LC 91.32=121(LC 9), J3=1201LC 1), 34.1201LC 9), 35=118(LC 9), 36=1251LC Q, 37=PB(LC 9),
38=1821LC 91.28.121(!0 10), 17=1211LC 106 28.12!111.0 1), 25=12U1LC 701.24=1181LC 106 23.128(LC 1), 22~5(LC 10), 21.213(LC 10)
FORCES fD) -Maximum ConlprassbMAavmum Tona+on
TOP CHORD 1-2=028,23.114l32,N=73L18. 45•~6W67. 58=3396.87=-33M57-8=11/704. B-B=-3311 YJ, 9-10=171 7 46.
1011=331155. 1 LI2•-33x151, 11-13=33/132. 13~td•-131102, 1415=3375, 1518•-33x54, 16-17=33!74,
77~tB•32/15, Ifi-19=-61/6, 7820.1)5/12
BOT CHORD 2-78/83, 3736~lBJ, 38~J7=093, 3536=Q93, 3415=091, 3134:x/93, J2-33.093, 3132~NN3, 3031.0193,
29J0•DIB3, 26.29=093. 27-ZB~fB3, 28.27=093. 2526=0183, 2635.0190, 23.24=0/93, 22-2J~193. 21-22=0183,
1621~V93
WEBS 1129+46/0, 10.31=-BN30, 932•-9x151, 533=-93166, 134•~B31a8, 835=90146, S36•~86147 437=79.V2,
538=137.52. 12.28•BU28, 1347=94152. 14.28.91/68 15.25=93!46. t821•.83166, 17-23=B7N7 1832=7Y38,
1911--151A1
NOTES
1) Unbmlanrnd roof Ava loads nave Oeen amatlareo for Nle delbyl
2) NAno: ASCE 7-05, SSmph TCDL=B.Opst, BCOL•B Opsl', h=25R Cat. Ir, Lzp C. entloscd. IAY.FRS powdse) gable ono zone', Yl~')if )\r' ) J,
canMevel left aid ngnl exposed. e1W verW:al left antl IIgM exposed, I umbra DOL=1 33 plae qOp Ol7L=T33
3) Truss tlo5lgneo for wind loads in dre pane a the buss only For aNtls exposetl Io N41tl (normal to file Mce), ar:e Slandald InOUnry 11 O ~//f
Gable E ~tl Dnlaas as appilrable. or oOnmD qualified Dubing desiyrua ns per ANSVIPI L20r2 ,< - '1 ;'
4) All plates are 2x4 MT20 unless olhorvase InOCaletl
5) Gable requires om5nuous bottom Nad beailg _ _ 1
8) GaDk studs xpxetl al I ~-0 oc.
7) Tnls was naa bean desglo0 bra 10.0 per Dolbm chord We boo rlbrICAllrLmenl vntll mN odor He loatls
8)' This W sa nos helm oes9neo br a live bad o120.Ops1 on the Dalom Uord in all areas wtlere a redalgle 38.0 tall Dy 2-0-0w1oe ~ y-
wlll nl Delween In¢ bottom thorn end an aha members. r ~ S3?~
9) Provioe mernanlral connal]ion (Oy others) a truss to Deanng place npable of vAlhatantlmg 17 D upifl al pmt 2, i41D upRO al lobd 31 ~~~~ k~Gl STl--KY`, ~
36 ID uphfl at Joni 32, 30 m upkfl a pint 33, 30 ID uplift at pnl 36, 30 D uplR al Joint u. 291D uplM al Joint 38, 31 ID IIpMI al Joint 37, 'S.Q7 ~:~~
JJ Ib uplift al joi1138. 10 b upM1 al pint 28.36 ID up110 sl pill 27, 30 D upufl 91 Janl 28, 301b uplM at Jolnl Yb, 301b uplr6 al Jo1n126, Q~~'Y (- 1
31 D uplm ar pin! ZJ. 22 p upM al plot 22 ono 56 ro upliA al pmt Z1
f'.cnllnued al pogo 2
EXPIRES: 1219-10
June 30.2009
Q Pe1wx0 vrTpy dalse P@maa andlefeD ~Ol~s ow rwsrvm rNrLwe¢elrr¢¢¢¢r¢x¢nr¢rA9¢en l6ra to roA¢®o¢s us¢.
tu.b~~aus ra w•vw v»..ln -. n. miav'n...n mY~P.n pa•annra o: dra:m•o:.awll.4u.p po.c 1.
PrKArntwr dacfbn ppronor (.Ca•mcam U >'~n•r(piMl e.e rora[•t -Il kS~y tl. prer nm lrw. lnia b crap -
h rot lavewl "fS'~I M rC.M.w L Ivn my Op111rx ~•:mrz•vr tr~ np'e Fs e v _cur a:rq roMnelar e M nny: ipl.r Or M MI e
eNo. RJakrvl r'rn`rmml [rJCry ae In. orrpr.lt<luc a n•. r•xgr•tFUi'~I IM O.Idra yptipwr. {v 9eMd 9yppren lryava~p
wlrtann or.Jlv:T:n'--a s:-.epc oarvwn .:.rrm vq Emecq r.e AIrWIm OaaN ~•na,ov.el w4ettl •rtlnll eompmM :I~+ortenea:x trop 5-ne r.r
Sally MIwrMIOa OnJOIw M1c:-r ers IYS<brNle, ibl N. lee thle' Seac ]I:. AYmrwab ':I $2J N. S2us Ne CrC C0. 5pC1
bG I msx Truzz T%Pa Ory Pry - --
DH092%3 YGEA GABLE 1 1 830105087
~IDD 5akrenro IgFegeqO
FYUOUiq N'eL AlDUn, AuDum WA 68001 7.110 a Jun 2/2009 MILK YIWSe1es Irc. iue JOn 7012.81 20 2009 Pagq 1
NOTES
t0i inls wse re tla&gned'n awwdanw wIM the 20061n1ana0onal R651DMU01 Code eetlbns 8502.11.1 erM 8802 10.2 and refemnwtl slandaN ANSIRPI I.
Q YAH.NIIG V.++7L'C do yolmpef CNl.aO AOISS ONT1llaa9m IMCLULFL NiTJrflEfmPBM.E fAGlrlel7llJ rnr ld va9woae tau ~
9 "1 OI' IPI/Il 1. :I - ~ y. h q ~n ), J' a 1 _ IC A]ly cm Pvrrrl ,
~Ir 1.111' { J C nl OOG A 1' I<'NnP IS t1 1'ryp 1. II tAp'rn. lypCln9 Yr4nrr
I qtr/ A[kAK I ~1 I - . I J 1 _ C WV "Y f ~ ~I O n~ 1 -1 ~. ~ Y. 1<f(blbdlfi Ot RN
{ ~[ p 1 R I I 1 <fP OI. I n 1 I'1 p ]e~pwr. f fr rtf lMlS<ICgO'OKy "
Ipu<ufc~..yJ~ ..I Ir.,r >-1 nx rv~ g m n AML TMIp ay CweM, DL~B9 mM IGIau1dM9 CanPCeenl 1]il Or<M6e4 Line.9uiw lCe
bIN/Yblmdbn o.ol.[k Fr. yr RUlar tlil, ~.$ l<e Ziael S.0.,1.. kn_n_O_'./:ii"H
Cnv; l<q'U. GA.96610
~D -- Tube Tnbe TYpe - - - ply Hy
DHp92%3 3TR Common Truss 7 I 830405088
- - __. .lab R4M6L52(ag6Me1-
ProBWd'Nest AlOUn. AUWm WA 98001
711DfJw 24200e A4TeDIMUSIries, aM Tu __
s.3un 301TSt-222009 Ppet
IOLt">0 -~ 41.
_. _. - _ _ .30.0
_
tl].,:
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aP34
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6Q'2 _ _
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elw _
Plate Ollset6 (XY)- I2:0-1-11.Edn@J,f¢p1-11,EOge1 ds.i- - am3
- -
LOADING (pal) SPACING 2-0-0 C51 DEFL In (bc) Odell Lb PLATES GRIP
TCII 25.0 Pkles lnanasn 1.15 TC 047 Vat(LL) -0.22 68 >999 240 MT20 1851148
fCUL 100 Lumber lnuease 1.15 BC 053 VM(IL) .OBI T-10 >505 160
DCIL 00 Rep Stress Inv YES N.E 0.31 Hor[(TU 008 8 n/a nfa
tlCDI 10.0 Code IRC2006lTPI2%2 (MatRZ) N/e1pM: 941D
LUMBER BRACING -- --
TOPCHORD 2%411F 1650E LSE TOP CHORD SWqural wood sl.nalhing direWyapplkd or411ac pumps
BOT CHORD 2 X A HF f 650! 1.5E BOT CHORD Rigid ceiling directly epplkd or 10-0-0 ac brxing.
WEDS 2 % 4 HF $kdSW MiTOk rewmmends mat SlaGlizers and required aosa Orating
De Inzlallc0 Mnrq puss erectlon. In aa'.ordalco won $labili[ar
REACTIONS pWaze) 2.127910-SF 6=126Q0-5-0 Installeuon 9vida
--
Maz Horz2=8B(LC g)
IAaz UpIIR2. 177(LC S), 6=173(LC 6)
FORCES QD) ~ Mezlmum ComprasaonMazlmum Tmainn
TOP CHORD I-Y=OI30. 2.3•-205&237, N=1753214, 0.5=-1755!214, 5.6=2081237, &7~f30
tlOT CHORD 2-10=19511764,10-11•~28YI223. 9-11=28f1223, 813•-2flf1223,12-13=28N223,&12=2W1223.g8•_107y1766
VvEB$ 4$=-62/808. S-BJ4g2M. 410=-62/605, 1f0=448201
NOTES
1 J UnDalanaW root liw loatlc paw Deer considered for This deslgl.
2J NAnd: ASCE 7-05, 85mph; TCDL~.Opel; DCDL •8 Opal; h=258 Caf. IL Ezp C. enrloseQ MWFRS (bw-rw) gaDk end mne;
ranlilnwr IoR and ngM exposed ,end vMlcal IaR and ngnl exposed, Lumber DOl=1.33 pick grip DOL=1.33
3) This Duns pas been dnzglnd bra 10 0 p51 Donom ldlnrd liw load nonGplwrrem with any omer We loads.
/)' TAis Truss has Doan deagned for a Iiw Hurd o120.Upat on fns Oollom duud in all areas where a radange }g 0 W Dy 2a1-0 wide
3vel M between the Dolbm dlord and airy other members, wi81 DCDL = IO.Opel.
5) Prornde metllanlrvl wnneuion (Dy cgrM/) of truss b baanng plate WpaDk of wimxlanding 17310 upifl al joint 2 and 17310 IIPIIR al
joinl6
8) This W 6s is declgrwd in accordance wYlh Ole 20061nlemalional ReROenDa1 Code setlbns RSU2. t t.t and 8801. t0.2 erW relermcetl
standard ANSDTPI 1
LOAD CASE(S) SknOard ~Pll>V ({ lY
~
~~ N tyy~
,`
lr
,
_
~
~1
•
(.!\71.11
~.
~^
1)
S
r
i
/U t~ r~ L,:µ
EXPIPlES: 1219-10
June 30,2009
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LOADING (wll 9PACIN6 7-0-0 C81 DEFL r (loc) VdeO lb PLATEB GRIP
rCIL 75.0 Plaloabwaw 1.15 IC OA9 Ved(Ll) -023 b7 +p99 2a0 MT70 18&ta8
TCDI 100 WlnWer lndww 115 BC 061 Vad(Tf) -0.61 8-7 +a79 180
BCIL 00 Rp $traaf YV vES WB 0.37 Hd7(ill 008 6 Na nh
8CM 100 Code 1RCT0087rP17007 IMMnI
WmBER - - ~ -- H1ga 9I e
BRACRIG
TOP CHORD 2 X e HF 1470E 1.3E TOP CHORD 9wdunl woad fheaeling drecl// appk•0 ar s-73 oc FuMn•
60T C
ORD
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2 % ~ HF i850F 1 SE BOT CHORD Rgb celllnp dYecey epplled o r too 0 oc 0radng
NJF9S 2 %a HF 9MNStd .
MiTek IaWmmnlOa Inal Sla Oilircrs :nnl myured IMf6 braanp
OB InaWlad OunnO VU65 BRdlan, In 000(NOYIce fYlUl $IaWRaI
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RFACMJNS leh+eel 8=11978AxAarwcal. 2=t28FA5-0
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Maa Up_^_ 17311C 61.1=1 )JrLC 51
FORCEB (ml-fAY1mUm COnyreselan.sAaemum rensbn
LOP CHORD I.7.Of10. b3=-207b230, 3~~=1768215,1-3=~118Y773, 56•-2099,"Gae
BOT CHORD 7-0•~20BJI]77,B9.3&1137,8-t0=39,1137,7.10•-.1M1737, 8-7=-113,1808
NE9S a~T~71f03/.S7=4Gtl!111,IA•-67iTi(Yf. 39•M&2D1
NOTE9
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al' This buss nae been OesignM Id a kw bad 0170 OvA on Iha Oollem rlloN ul aN areas wean a 3-8-0 W by 7-0.0 wide
well III between IM Dolbm Chord aM any 091•, marldera, wf111 BC'Ol • IO.Opsl.
7) R91ev IO yrpBtl6) IOr INSa l0 WPo OOnn•C900a.
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TI This Wes rf p•Ypned h IaYArparlC! wIT N• 7008 kderndvrlal ReeiwnN•I Cope sedons 8507 t l t arW 8807 10 2 aM robranoed
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E%P!RES: 1219.10
June 30,2009
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Symbols
PLATE LOCATION AND ORIENTATION
~~~'7~ 1 J/~\/~ Center olate on joint unless x. y
L-..J W o'fsets are md~ated_
Dimersions are :n fr-in-siMeenfhs.
Appb; olates fo both sides of truss
ar.tl `~Ily emtPd teeth.
~'t/16~
For 4 x 2 orientation. locate
plates 0- ~1• ham outside
edge o` truss.
IhiT Symbol indlCaleS the
required direction of slots in
COnnOCtaf plates.
' Plole bcoflon dela0z wgRable In MlTek 20/20
software or upon request.
PLATE SIZE
the `rst dimensior is the plate
4 X 4 width roeasu'ed perpentlicular
'o slots. SecwTd dimension Is
Ih= I?n'7-°. pry"~I W! t0 Sbfs.
LATERAL BRACING LOCATION
Numbering System
I 6-<-8 I dunensions shown m ftinsuteenths
III ;Drawings not ro scolet
I 2 3
TOP CHORDS
C. ~.
~ WEdS o 4
9
a ~ Y~
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BOTTOM CHORDS
JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKtMSE
AROUND TNF TRUSS STARTING AT THE JOINT FARTHEST TO
THE LEFT.
CHORDS AND WEBS ARE IDENTIFIED BY END JOIHi
NUMBERS/LEfTER3.
PRODUCT CODE APPROVALS
~/~ ICC-ES Reports:
Indicoteo by symbol shown and/or ESR-1311, ESR•1352, ER-5243, 96048,
by text in the bracing section of the 95x3 9&31 9667A
~ General Safety Notes
Failure to Follow Could Cause Property
Damage or Personal Injury
I. Atlditimal stobetY bracing I:a truss ryitem. n.g
diagonal or X-bracing, is always •eq~-and Soe SCSI.
~~ 2 truss Omcirsg nsnsl bo designed by qn ongineer. kx
wWe Truss spusrirg. indiatlual luleral braces theneclvm
may rzqurr brocirg. or ahemalve T t or Blminnlor
bracing should be COn5lderetl
3. Nevin cz<eed the design boding shown arq never
its<k mulnnat on inoseq~nleN bracetl busses.
4. Pruvkfe copies of Ihls Truss doiign to the building
tlergner, erection sopenna. properly owrsr and
al o!her insaestetl padres.
5. Cut mend+crs'o Dear Ayhly apsinsl each alhcr
' 6. Place dates on erxh rye of Truss at each
jdnl and embed blN Knoh and warn al loisr
bcatgrs ore regulates by ANSUTPI 1
7. Design aaumai trades will be suitabN Prolecled ham
the emNOnment In oc<wd with ANSUIPI 1.
8. Unlexs olherwne rwletl. manure cunlenl of lumber
shot not exceetl 19y sl tlma of labncohon.
9. Ursleis exprnsaN noted. this design is nor applcobk to•
USB with ere resardonf. deserva0vn rroated Or green lumber.
10. Carwo s a non-shuctwal cunsiderabon and is tho
resiwnsih3ty of truss labricalor. Genstar practice ii to
cvrNer!a dead bad tleslettion.
{ I. Plots type. s¢o. onenlahon ann 10<OfiOn tllmrnsicns
ms9cdrd werrirvmum pbting requremenls.
12. Ls.mber used shot be of M+e species and s¢e. antl
In d rospecls. equal to a better than n+al
speci9ed-
GVtpu'. Use ",IOr EFminafor braC:n NER-487, NER-561 13.Iap chords must be sheathed or purln rxavided at
9 spacing sdcatetl on design.
f indicated. 95110. 84-32. 96-67, ER-3907, 9432A
GEARING
Indicates la^,ation where bearings
~'supportsl occur. Icons vary but
reaction section indicates joht
number where bearings occur.
Industry Standards:
ANS64PI1: Notional Design Soecificotion fq Metal
Plots Conr•~ac+ed tNOOd Truss Conshuction.
DSB-89: Design Stor.dortl for Bracing.
BCSI: Bu IdinO Cc'^.ponent Safe'v Infcrmatlon.
. de tc. °J ~a~sh~:e 'cr t•andlmg,
'a lhr.y °. H~rn:: n~ ,f Gd e'a~l Flare
2DOc :!.ii„i~a; .III R:ghis 3esarved
~~
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MiTek"
POWER TO PER Fp RM."
Mitek Engineering Reference Sheet: MIV-7473 rev_ 10.'08
14. Bottom Cnafds rbqurC IOIBraI bratlng at 10 H. ipaC~ng,
d Lett, d no coilnD h instaBad. unless othenvlse nosed.
'S. Conncr.Nons not shown ve Ihn rosponsibfty of othbn
I h. Do rql <ut a seer truss mamber or plots without poor
approval Ot an engbeer.
17. Fxta1 and bsxl vMlcafy unless +stllculed o'hervvlse.
I8. Usa of green or treotetl lumbar may pose unacceplablr
envionmentaL neanh a podormonce rnks Consult with
proles engolen borate use.
19. Review aB poMOns of Ihn dovgn Ihont. back, words
and piclwesl bebre use. Revnw,ng Dclsxos alone
iz not suMsxnl
20. Design assumes manulaclure m occuidar,-.o wdn
ANSNPI 141vaUV Crleria.