Plans (36) 1101111111 1111 TII1 a t10s1(Jil prepared 'f rail Coa?11tid or input b
ARIEI_ THLISS VANCOUVER, ISA9fIINGTQN
LUMBER SPEGIFTCATTONG
TC: 204 OF 916079 TRUSS SPAN 26'- 2.6"
TX: 2x4 OF 16LOAD DURATION INCREASE= 1.15 157 2009 VAX MEMBER FORCES 2-)1051) 01.00
SYEOS: 2x4 DF STAND SPACED 24.0" O.G. 1-2e( -355) 509 1.5=(•375) 271 G-2=(-1951) 824
2.8=(-1375) 424 6-7-(-Ass) 128! 2-3) -212) 160
LOADING
3-4-(-1375) 424 7-8-1-315) 319 7-3e( -36) 432
TC LATERAL SUPPORT c= 12"0C- UOU. LL( 25,0)+DL( 7.0) ON TOP CHORD= 02,0 PSF 4-5=( -355, 509 8-9=(-433) 122i 10'.) -116) 432
SC LATERAL SUPPORT ,e 12"0C. JON. DL on BOTTOM CHORD = 10.0 PIF 9-5={-375) 270 8-4=( -212} 1?iil
Unbalanced live loads have hoes TOTAL LOAD = 42,0 POE 4-9-(-l951} 829
Unbalanced for this design. BEARING MAT VERT MAX H097 699 REQUIRED 6fi;AREA
LL 25 ASF Ground Snow (Pg) LOCATIONS RAACTIOIIS REACTIONS ;f/f 10.1N. (SPFCIEI)
Connector plate prefix designators: 0.0" -152; 11451 -1091 1DUM 5,50" 1.71 OF ( 625)
C,CA,Cle,CN18 (or no prefix) - CompuTrus, Inc BOTTOM CHORD CHECKER FOR A 20 POP LIMITED STORAGE 24'- 2.0" -1523 11A5'! -tOs! 109R 5,50' 1.11 OF ( 625)
td,Gl24RS,M18ti8,131ff F6 i.Tek UT series LIVE LOAD Al LOCATION(S) SPECIFIED 80 INC 2000.
THE 004401 CHORD DEAD LOAD IS A 6111:1150 OF 16 FOP,
VERTICAL DEFLECTION LIMITS; (-L=i.;2a0, TL=1_/180
MAX LI DEFL e -0.020" 0 0'- 0,0" Allowed = 0,200"
IMAX TL DEFL = -0.026" ? 0'- 0.0' Allowed 3.257"
MAX LL DEFL . -0.053" f+ 17'- 2.6" Allowed - 1.062'
MAX TL DET! = 0.022' 5' 17'- 2.6" Allowed e 1,417"
MAX LL DEFL - -0.020" a 26'.. 2.0' .allowed - 7,200"
VAX TL DEFL- -0.026" t 26'- 2.11' Alloyed - ,.26.7"
MAX 1131112. `L DEFL- 0.020" a 29'- 11.2"
MAX 60R1Z. IL DEFL, = 0.032' 'J 23'- 1'1.2"
13-U1
This truss does not include any time d ) n.tent
.- ...-1 d 61
deformation for long Germ lasdie (creep) is the
trial load deflection. The Iuilli.ce designer
6-08 15 6-04-01
- _-. 8 04-D1 6-08-15 shall verify that this parameter fits with the
12 intended use of thison3;it.
B=UD� M-4x6 �'_ Design conforms t2 main 'dindfsrce-resisting
5.00 system and Cempsnevtte and cladding criteria.
4,0"
3 Tom' Wind: 111' mph, he20ft, TOOL=4,2,8001=6.0, ASCE 7-06,
Enclosed, Cat.2, Exp.!;, I/0FAu,
. z load duration tacf.nl-=1.6_,
4;
interior one,
Trvss designed Tor th Hund loads
/' U Si; the plane of the truss oaly.
M-2,5x6 '/
,/ M-2.5x6
VA
"i... 11,1`... C11" _ _ l r
•
hi-2.5x4 ILA-2.5x6 h1 2.5x4 1�' ¢ •,;
- xii S M-2.5x4 )1-2.5x6 M-2.5x4 0
2-02-12 6-08-11
---_... _..._...
Y,;.(„:" h
$-03-03 5-08-11 2-02-12
10-01 - j
16-01
2-!10Y
22-02 0
a 1
I.,. 2..pU a
26-02
JOB NAME INVISION 26-2-0 CANT - Al
_..._......._ Scale: 0.2288
WARNINGS: _..-GENERAL DOTES __...
Truss: Alshouldb advisedof 1GeowalN,tes t
d --. - ; r t f t t f
2.2 A r 7 .LI t f?, - t1 r,w
v P _ I tl b t d i ft v a .
•
1 1
3.Aii I ( enown J 7 or
The
4 '' I t G t t a :., 2 y a I t Isle afyba ofd, �i 17� p
as
DA1F; 4(23/2413 ' b ° d r a r YNh_,; lendthhy
S��++ /� pprr�y �, , t
Qa 55067 oG ;.' 1 .124 _. Irl,.. LIJ 1. . tL r N. i 1 -1uw
F i balter Nbracing and 9 1 1 , a t f r LII ( pc t
to of inn sh Wd 311y i d g e ted-an S tl
TRANS ID: 366378 J n ' b , t d delle 101 n
a
c LT :, Y �uF
? r r t „r 1 ts.for the tl - I• d t R k sh,>wn Shh o,iu,.dg�.J
{Ft +f(f(}I gAJ1 - •`I". 7 04 ,, 1 1
!4E��� B. TI J g ; i -._t of(o O by g -f avis a
TP1AArit.A,n 8GS I J_�r -_a t,to!lest. 4 k t 1 b V Id Fvuss,and dated thea center 1 '
41114 7 1'
f Nil n n ynh Juin -cfi rU cs 't
_.. _-..I I 3 I MiTek USA En0.7GontpuT fns a t �,I,lew design' 1
( ) .-,ki,see Eui?131] ESP-1988(NiTekl ) r'
11111111 ,
This delligN prepared frOm CompUter input Sy
ARIES TRUSS VANCOUVER, WASHINGTON
LUMBER SPECIFACATTONS 26-02-00 DUTCH SETBACK 2-00-00 rnom END WALL IBC 2009 MAX MEMBER rollas 400/GOITigei.07
IC: 2x4 OF 416BI0
LOAD DURA1TON INCREASE = 1.16 (0011-R004 1-2=4 -345) 504 1.6=(-4264 261 6-2,(1-24614 749
RC: 24(4 OF kl&BTFI
2-3o(-1720) 368 0-7-1-3744 1682 2-7.1 .207) ISO
RIBS: 204 4)4 STAND
LOADING 1-4.4(.1728) 160 7-8=(-270( 1244 7-3={ ,27) 4444
LL= 25 PSF Ground Snow (Pg) 4-544( .3444 564 8-9e( 3741 1603 3-8e( -27) 484
It LA1E50L SUPPORT -so /2"0C. UON. IC UN1F Lt.( 60.0)4OL( 14.01= 64.0 PIT 0'- 0.0" TO 26'. 2,0" V 1.1414=(-426) 261 0-4=( -207) 150
RC LATERAL SUPPORT <4, 12'00. 0014. TC UNIF 1.1.1 25.a)+m( 7.0)= 12.0 PIT 4'. 0.0" TO 22'- 2.0" 1. 1.41-(.2451) 740
BC UNIF LL( 4.01.114L( 20.0)= 20.0 REP 0'- 0.0" TO 26'. 2.0" V
M-1.5x4 or equal at non-structural
DEARING MAX VERT MAX MORZ UPC BEOUIRED 0(40 AREA
vertical AleadrS (uon).
TG CONC LL( 33.3)4114L( 9.34= 42.7 LBS 6 4'. 0.0" t. LOCATIONS 000CEIO1IS REACTIONS SIZE 30.06. 411'EC1E51
IC UNC LL( 33.3)4DT( U.1). 42,7 LBS 0 22'- 2.0" I.. 2'- 0.04 -275/ 1440V -loat 109H 5.50" 2.16 DI ( 625)
Unbalanced live loads have been
24'. 2.0" -275/ 14400 -101/ 10911 5.50" 2,16 DT ( 54461
00411146004 fOr this design,
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
Connector plate prefix deSignaforsi REQUIREMENTS or IBC 2000 AND IRC 2009 NOT BEING MET.
VERTICAL DEFLECTION LIMITS: LL.1.1240, 11ie-1/1410
= " il ' 0.0' Alld e
C,CM,C16,11N18 (or no prefIX) = CompuTrus, Inc
BOTTOM CHORD CHECKED FOR lORSF LIVE LOAD, TOP MAX LI DUI -0.024 0 4 owe0.2001
MAX TI DEN e -0.031" B 01- 0.0' Allowed e 0.2674
0,820HS,M16116,816 = MiTek MT series
AND BOTTOM CHORD LIVE LOADS ACT 44011-cDn41104511NTLY.
MAX 41 DUI = -0.057' 14 6'. 11.4" billowed e 1.062'
MAX TI. DEFT . .0.103" H 6'- 11.1" Allewed = 1.411"
MAX Lt. DEFT = -0.024 0 36'. 2.0' Allowed e MOO"
MAX TL DEFT = 0.031" @ 26'- 2.0" Allowed e 0.267"
1104 1101112. LL DIEL . 0.027' 0 23'. 11.2'
MAX HOPI/. 11. DLII e 0.041' 0 23' 11.2'
This truss does not (441.14.140 any time depindenT
13-01 13-01 deformation for long term loading (creep) in the
-
total load deflection. (he euilding designer
6-06-15 6-04-01 6-04-01 6-08-15 shall verify that thim parameter for with the
intended use ot this coNpnent.
I 42.70# f
42.704
V Doxign conforms to main 05414004 00-40,,)
M-406
system and tcsgooeets and cladding criteria.
4.0'
vind: 110 mph, ho2000, TCDLe1.2,11C444=6.04 ASCE 7-06,
3 .(14-4"
Enclosed, Gat.2, Exp.R, MWTRE,
1 2
14101.104 20440, load duration factor-4,6,
Truss designed fur wind loads
-14--41 5,00
in lilt plane of the truss only.
12
:1\0' ''--:::::----..
5.00 ETT-T
-,,s--..„
0 44 11-2.5)(4 Al HORIZONTAL OR DIA. INLETS,
1"-M-4x4 -..-.-:.----
N,,,,,
1 ,
: • 11 \‘..
11 h_:\
,,,../„..
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riN
18 iZ . -7-'
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1',7 4'• V- K' 37 9
0 41-2.5x4 10-3x6 0-2.6x4 M-2.504 4-3x6 1 M-2.5x4 c) ".`.•-? ., I- f, : .,,•-..,,,,,!".4.,„,,
P
M-3x6(S)
:i..,,,•,-,,,,,,,,,' -.;r.'42,,, `,,,,..-'ii
J.
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! ,,,,""' -,,..., er,•,,-,, .. ..?.._ -4- i
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202-12 6-08-11 8-03-03 6-08-11 2-02-12 4 ;,, ,i,-; ,.;y!L•:-,
10-01 !.
16-01 14
J-
4
0 .1,.lo 7,,,,,;:,,,,;',JT
2-00
22-02
2-00
.:' .._
i
26-02 0
-- . .., ..--
!-:::: ::: Y!•1-..1
2011 NAME: INVISION 26-2-0 CANTS - 42
Scaly- 0.2310
• 31'.31'1'11'1'11.''''''.,--
____.__.............. .. _ _
...... ___ .... _. ....
WARNINGS:
GENERAL.NOTES,oultwe..1440ts:1,100NA.
1.Staler wt.:rosotion o..3. .1,should be adetsod fel A General Notes 1.This!';a 3w..thth is.l.5-(,,.40 5,tho•fir-,0,ii 4,0 ,,:r1,,I,,,,,,,RRaV.1
Truss: A2 ..d,:......w,La.,: ..1.,,2,,',.. ,,.,, ox ,.ttot,ii;p;,,,4 is:lip reeper,„.0.444,ebb.bethilta;.loaturtte,oot the
12.4 ieta,eser,448.41.41,3644.nwil1,inslnii,d where shwa, aloslithof or ttu,euttin..er
3.All hewn?toce reoth9no shehants Leh!,as thropoiary nort oaalaEog; 2-F;','''cg-',5,i'IMI.,r`:-.-ti1!.ptl,';';'),!'2T4'.:4,'-.`t.t,o,221.41,',,t,',31,1,2,h,T4,T,14,t 4 0,h 57 4, :-V..: ,.., .: .,
DES. f.31 . LJ
,A.....L.i1:44liG oh,:If'o..lsolurth Ey Jest9ttor of t.rottplete saht,',..
'...',.1.„'i t.; r
DATE: 4/23/2013 c...p.i......,or000tws no toznousaoth,for such Wooig. sonliihrhua.sheethi.ot so.ii a,t-rilee:a8 eh,othlogi GI sr4is;rityn;:lht.'...).
1 24,tatee..thtidote st Ens:olio...Aug requited whole shown a.. 1f,' 4.:,!?
SE0. : 5506783 4.No IL.;,1,912 he‘04.1N0,:!L ow;eutopohent U1-181 attar all!unclog sod 4,IttsUlleaso of U..1,1,i5 Olt.II,p8totibitte of II,,,I ttspo,iteo,oehester,
Insfento a:he oetoptele an8 at no 21,2 abgat a;4 loath.groalet than 5.Detii,j.,asst.nuto hisses are to he....ssd 010 ite il,,i1Gri.0 8.3viZ,I.,01, ',.i Is.. .
TRANS ID: 366378 des4. 4,50,,,,,,Ikd to,,w„ ..,low,o,1,h y eurall94,"of uso.
E.con,por,n, „,,,for the 6,Dohigo ef.,othes 410eatirij 01.r.,,,f;4,11,,,threw',Shut or wedge if '; k ;..P, '44:,,,,
1,. ,,,,_\ ,, - .,.•. ,. J,. ,,' -
nocossary,
hthalcathol,hatolleto.e Itlehtaitt sod instelftehot of woneonents.
7.Mk:It'll eseort,,allesuatto alsotroo,ie to.W;lod.
6 1 itt,a1.94uo rs fut olsked sohle4t to hie Illothations set torth toy 8.Ftsles shall bo lonated en both faces of truss,and placed co their center
I Itil lilt 1111111111111111111111 MI cP18.11/11,A in 8281,,,,,E0,a Mlia,flt bo l00ii,1,-.2,10000 fewest.
MiTek USA fra-.7.,C-LEap-.L 1-.- 303n elle 70.4-SP4(1L)-Z Itto,toOthrl.te wilh joint center Mu,
9,Chile:ltullo,Ite,size of plate in inches.
10,For this!,eroothsto plu.N.desteo wrluos sou ESR„:1311,ER.R-1688(51iTeht ,. .„.a... , . <
.., ,. , ... ,
1111141 This (design prepared from (computer input by
ARTEL. TRUSS VANCOUVER, WASHINGTON
LUMBER SF'FCIF1GA110II 5.07.06 CORNER GIRDER SETRAGK 'L•00-00 FROM END WALL _
IC: 2x4 OF 015610IRC 2009 MAX MEMBER FORCES 4VIR/GlIF
00: 2x4 DF #1013111 LOAD DURATION INCREASE= 1.15 (Non-Rep) ICt}-t.fi0
11EHS: 204 OF STAND 1'Y={-942) 144 i-4=(-1311) 312 2-4=( -,3J) 231
LOADING
2-2=(-3541 150 4.5=( 0) ii 4 1-(.109) 450.
7£ LATERAL SUPPORT = 12'00. t1ON, LL = 25 POF Ground SnOw (Pg)
IC LATERAL SUPPORT - 12'00. VON. TO UNIF LL( 35,6p4DL( 10.0)- 45.5 PLF 0'- 0,0' TO 5'- 7.4` I BEARING MAX VERT MAX HOB? 1304 56/00000 11RG AREA
HG UNIF LL( O,O)+OL{ 14.2)- 14,2 PLF 0'- 0,0' f0 5'. 7,4' I LOCATIONS REACIIIOS REACTIONS .
Unbalanced live loads have been SIZE $0,1-M. (SPECIES)
L001150 STORAGE DOES 150T APPLY DUE TO 713E SPATIAL 0.3" 677 41[ 50, 224 5.50" 0.28 OF ( 625)
considered for this design. RfUUTREIIEETS OF IGC 2009 AND TRC 2006 NOT BEING MET, 6 - 1.4 -14/ 154V -5O/ 2N S.50 o 25 OF ( 0251
Connector plate prefix deslrgnatnr;:
BOTTOM CHORD CHErVEII FOR TOFU LIVE LOAD TOP
C,C3d,O4011811 (or no prefix) = £ampo1rus, Inc VERTICAL DEFLECTION LIMITS: LI-=LF240, T1-a 180
i1,t42OHS,"11AH6,N16- MiTek MT series AGO RO'fTOt!CHORD LIVE LOADS ACT NON-,O;;;,LO."3NTLY. MAX {E DFft O.00T' A ,}`- c,.a' Allowed = 9.283'
3'03 D7 9.99AX IL DEF#.- -0.(100 ii O'- 0.0" Allowed - 0,177"
1` .-_.... .. .... ..._ .- _.._. _.._.__.... .. _ _.._._..( MAX1 "C PANEL !.!.DEFT. - -1.001' <3 3'- 3.h, All rr'w€d = 0.09;...
- -� _ - MAXftAB IC PANEL if. DEFT - 0.001 D 3'• 9.6 Allowed = ,i`.tiY,"
12
3.53�- MAX HOUTZ. IT. DEFL = -0.002" 11 3'- 5.2"
MAX 11ORTZ. TL DEFT = -0.002" 0 9'- 5.2..
This truss does not include any time deper,as,it
deformation for long term loading (0reen) in the
Fatal load deflection. The building designer
shall verify that this parameter tits (pith the
Intended use Of this Cl-t"'-{;v;';*.
MSNS-3x12-
- -� 2.2" Design conforms t0 main wiodfarce-resisting
3,•..-% systemas,d ca;o1 ;>ents and cladd).ng criteria,
Wind: ITO mph, h-20ft 100L-4.2,MCD1.-60, ASCE 7-05.
6,) .5X4 Enclosed, Gar,?, Exp.B, 511410$,
2 inter101 zone, load duration factor:1.11
� .
jTruss designed for mind loads
t
in the plane of the truss only
." c>
CIU
(
a
1A-2.5X4 1 IV-2.5X4
a
2-02-93
:',e, :::::7'''J'i- 7'-::: :ii :''x '0'1
2 09-15 - }.
3-05-03 T7X <
3-{)3-}7 $ r-T
• r
v .
6-01-06
Ia ?;=,,'i.,,,,,$,,, ,;I1 f; 7y
d
sF I rF
',• ).
200 NAME: IHVISTON 2"6.2.0 CAM'S - BI ' •
I
__..._. _------------------ Scale: 0.614 9
Truss:
7-
WARNINGS: .. -...-- GENERAL NOTES t s ti holed' --. ..- ._
I I'LI ti1J' : �1 I. I 1- e should f advised I tit I Notes I. base 3 v tot t e meyv "
2. 214 _ V 4111 J yt ftl
?.All I r J 6 ..t it I , shownIe 1 h If s t b 1
DES. BY: LJ siaL r u a tie! D as t µ ,it r 1 b h ,
DATE: 4/23/2013 6 dbr l.. o ai tU vo t:n,bz r r
P n ( ,.
�, I
E sett 3. 3 <rl 2 so Werra is
SEQ. : 6506784 4.N. -! b i , ail bt[ e t 'shvidi° t + r - ,
IfU,
3i as el.e, n ,1 and 4 II if(� , s r 6 cLY t .:,
TRANS TD, 3055 ,$ ! 3 3...b .kl tf greatrdran 5 G g t I e:dead, a I c t;-., ' r'
1. S.r r hire tie f' I 1 e niat.tarid to hes t (L r Iiry drape e heves-ay,
ttenvet 0l ''' ftt - Ifa( !I: ti stc n.St in t v.d;.eit a � 't y', ,,,,f
3 $1 gggg/gg�I! t'i;' - r 6. 3 1st i, t^ I,-. tforth by 3 n 3 s 4 1,. 3 ( .,.t.
�Il II RI, 1 r bliOt i OA,r,SCSI , t .a! 1,,,,,,e1 crt(truss,and Hlace.l so thea center'
-t
I111111Ii1►1II�!A pdiiil ill 11, � nig Nonreyoest 6c ,awith joint center in
ful Tek USA,Inc{(.ai,;t,a17u.,„ottrvare L6.4-S('2(7 L)-E to,Ci J.
plate
' - -t iii.< „d,I.-lu:..,t,nc ESE113i t,E5R_1 ba8(Wield
111111111111 ,
This design prepared frOM ROMputer input hy
AR DEL Tritis VANCOUVER, WASHINGTON
LUMBER SPECIFICATIONS
TRUSS SPAN 4'. 0.0INC 2009 MAX MEMBER FORCES 41'II/GDF/00.1.00
C. 2e4 OF 4140111
LOAD DURATION INCREASE = 1.15
1.2=(-32) 49 1-4=(-34) 20 ?-4,(-234) 215
BC: 2x.4 OF 0100IR
SPACED 24.0' 0.0.
23=(.40: 44 4.0=f 0) 0
WEBS: 2x4 OF STAND
LOADING
'IC LATERAL SUPPORT i-, 12'0C. 000.
Lit25.0)+0L( 7.0) OM TOP CHORD = 32.0 PSF BEARING MAX Voll) MAX 1)001 8110 REQUIRED BRG AREA
BC LATERAL SUPPORT' R. 12 10, UON,
DL OH BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS me SO,IN. (SP)CIES)
12 TOTAL LOAD = 42.0 PST 2 . 0.0' -(30! 3860 ..:14i 320 5.50' 0.05 OF ( 025)
Connector plate prefix designators: S.Ou f:''
.47/ 400 fi 011 5.50' 0.02 OF ( 0251
C,CH,C18,0NIII for 110 prefi0 .. CompuTrus, Inc
LL = 25 PSF Ground Snow (Pg) -it. 0.0' .19! 12V .341 3?H 1.50' 0.02 DE ( 125)
9,1420TI0,14185/S,t116-ifIlTei: MT series
LIMITED STORAGE DOES NOT APPLY DUE TO TRE SPATIAL
VER 1 ICAL DEFLECT ION I.IMIT9: 11,112,4D, 11/:t.i inn
REOUIREMENIS DE IBC 2009 AND INC 2009 NOT BEI110 MET.
MAX LI 1/EEL , .0.032" 0 0'. 0.0' Allowed = 0.200'
MAX IL DEFT i. .0.053' 0 0'. 0.0" Allowed = 0.207'
BOTTOM CHORD CHECKED FOR lOPSE LIVE LOAD, TOP
MAX Jr PANEI 1.1. OEFL - - .002' 0 2'. 10.9- Allued = 0.1oli"
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
MAY IC PANEL. IL DEEl. = 0.002° 0 2t 10.9' Allo//h4 /--, // 51
MAX 1OR[7. LT DEFT . 0.023" 0 3'. 11.2'
MAX MORI/. IL DEFT = -0.023" 0 3'. 11.2'
3.
!his truss dies not include any /590 dapecti:ot
•
deformation for long term loading (cree0 in the
/
total load deflecti0n. The building designer
, .
shall verify that this parameter fits with the
_,,...-
.
- [X! intended use 51 this ocsdisoIct.
.
.
M-1.5x4 - •
V-)
2Design conforms to main windforce-resisting
..--.-
system and compcnsnti: and 1.130/1103 criteria.
s-i-
Wind: Its mph, 1,20ft, ICOL=4.2,DCOL..6.0, ASCE 7.05,
- TI/closed, Cat.2, Exp,8, DITTOS,
interior zone, load duratiOn tactor01.0,
101/SO designed for 935/1) 1/0/15
the plane of the truss only.
:-Nt Ca
, .
c51
'?L
,
kl- 51;Ill:--------1..1'. t,A..11.I41.':.;iii - - - ,
. 1
1
1 1
1 ,
1 1
I !
1
i ''''.1 1,,!•;,.1, P Y':'I /1'1:---11.•
i
1 1 ,
, k.:..i. ,.
,'4;. -:'7,,,4,,, .,e•
!,,,,,,,•/ , •:..,,,,,,A v.,,-
/1 b '5,,,.4-,t--,..,--
i,
l'r. .,A ,, *,,
1,,.;,(.,,,.,,,.,,;•:,. .., ,:i
2-00
.j.
..1, \'1!.' ,:,/''?,- ::Y-.0-,.,'
4-00 Iffi-60-6t0102,..dtATit11i1i,f1787,1-,T;•,-.-11 ,,- ,i'., :. , ' '-',,? .,•',.4%,,, ; •
-•:':`.',...,'.'..,':.:-'-: .---a r, '-.,• . .,
, .
•
JOB NAME; IHVISION 26-2.0 CANIS - 01
Scale: 0.9274 c-il/
• - '
WARNINGS
GENERAL NOTES,nolo,4.1:au:Wee noted '11?': 41-1'h ' ' '1X ex
P el
1.111..110, t:::,:te,,:::,ue,L,ehoutd be advieed of ail General Note,. 1.Ii hubs deaSjil ih 00,10e10 for liih,la,Pit p..),,,Dit.:;li,?1,,i PsD‘iDry
Truss: J1 D;,t Wig,D,(.,1,.,Ixn,oe:ieu20,11,,,,,,,,,, upil apl.,f;is r,..iheen,ihipy or no,///,/I,Jeeidne,not the
.., 1,..' ', 1.1''' '
.2x4 oeup,o,foo w‘t, i4,..1.1 I .5be icealelle.1 whero shown x. 5,5/.J,DoSDi of Duss 51,4(1,,i.
1 MI lehuel bx ha feuih, olothhnle,...0,ea entipeably ao.lp,,i,,,,,,u 2'D''' ''''''''"M"'up'"j b"."''1"j"to h'""I'l b'"'''at
DES. BY: LJ
2'o.,.71,1 at 10'o,c ehhp,o1Whly uniin,hinood tInouphoot thee length by
elabiL,12,,,nu niesi be eke.ixuid Ixi:Isiner of oonlele1e tn,hbuo.
.,e
DATE: 4/23/2013 G.,inpuTehh ah,,niues no rehl.e.,11.1e.x1or such bracing. ,is.,past 1'.'11,1Cei"11,1111 eSielYeuhai eheati.P2CFC)ofidlo,0;0011,11C),
a,2x DiidD.Dig D,Lts:al Us.,i,44 Isquiivi where shown e e 1 esr,', ' 4;:-.'. : , .il'::,;.
SEQ. : 5506786 a.No k.ad ohu0ki be opplic,1 ha,it, eahelaneel anti!ne,al/brecuij arid 4 inx1allueor,et hue,ie,;he re,pouhee ol 11,1oeuxs1i,oso'h.e.bh.
fastehore,..ea.u,411,..te xrai at no:hi,elhout0:pl 1,,,:o TDDia:than 5.Oeb:yn aeb,aaea al.,,,,s:tit;to fie coed in a b.5 sDri,,I,D,D,.;::,,,,,,t.
V'
TRANS ID: 366378d,.,sipo load,1,aul,bh,1 to any DD.upDt. and Di el tor'‘.1,i hohlblao'of uue.
s, ., ,,,,w the O.De,iiln.,,S0D;s$full I nil bo,..i.eate,11,..4D.Shen or wedge if ,.,.
i'`,- „ .•--,'';,.;, ,.P. ,..f '''-'''''"'
tallatf neoaeunly.
be:ea:alien,handling,hhip.uent eaui insios o,DDlipIDI,DDs
7.Dueign oehihnoi,0.1.,,,a1e,J.affia q3 IS piDiiSI,J.
6.The,0,,,,e,is fhiriEbbhh!eahieet le the Le11,11,5,.eel fipth by B.fela1es.ball be located on both faeee d DkisS,,nd plahed SD their rental
flit lift 111E11E1 1111111 TPPINTGA in liCSI,...obi,het whin::volf be loui1a1.21 upon request
RAI Tek USA,111(.1./12001phrTi'ba So.rt,,va:a 7,6A-SP4(11,)-E hoes coincide will)joint cDtast tills,.
0.17::,)::,i,,di,,k oico of plate in incliei,
10.Fo1 Isehh,5111'012.1Pkit,fieSItin VaiDes see E,2eR-1311,EGFIxleaa.11.4111ek1
./
11IIIIlli1 l1 This ()esigr( prepared from computer input i>y
ARIIEL. TRUSS VAFJCOUVER, WASHINTTON
LUMBER SP€CTFJCAT]ONB TRUSS SPAN 2'- 0.0"
TA: 2x4 DF SiGHTR LOAD DURATION INCREASE = 1.15
BC; 2X0 6F 015RTR SPACED 24.0" 0,C:
IC LATERAL SUPPORT <- 12`OC. HON. LOADING
BC LATERAL. SUPPORT <= 124OC. DON. LL( 25.0)+OL( 7.0) ON TOP CHORD = 32.0 PSE
Connector plate prefix designators: DL ON BOTTOM CHORD= 10.0 REF
C,CH,C1R,CUIO (or no prefix) = ConpoTrus, IncTOTAL LOAD 42,0 PSF
H,M2OHS,91NHS,016 =FIifek HT series 12
5.00177—
LL=20 PSF(round Snow (Pg)
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL
REQUIREMENTS OF IBC 2009 AND IRC 2009 NOT BEING MET,
BOTTOM CHORD CHECKED FOR tOPSF LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NON-00112.9iIHEHTLY.
Design conforms to main tvindfnrC4.l00isting
system and cspunonts and ri.aUdiny} criteria.
2,,. Wind: 110 mph, h=2000, TGUL-4.'2,RADL=8.0, ASCE- 7-0S,
,:� EOCI.00OO, Cat,2, rxp,B, SWEHS,
interior zone, load duration tarter=1.6,
Truss designed for wind Toads
In the plane of the truss only.
OJ t ...-
'
, r
S;I-2,5x4
1
1
1
I
d 0,
o
p I
' 3�
,
2.00 4 f
;PROVIDE FULL BEAf[IL •Jt811,2.-2;
,.I_ ,
S
JOB NAME: INVIS1OPJ �b_2-D CANTS - J2 0
Scale: 1,0000
shown
. aor
2.
iu the g "zGENERAL NOTES, s s noted ^l,3 1 _ - should be NI d oan General Notes E J iy tar h Review ! ,TrLSS J2 L - - r J 1 _t L t 1 L l 0th I 12 2s4utTsb - sl n rh m f e",i'''''''pg 2.Ge a 0 s 11 r r ton til ybrs a!
DES. BY; LJ f 2 J r 10 z I -I. length by i
ute
2.
21,hr.-past
TuaitsT
"t ti - h LT Essig, _FI. 6N> a1,n) rttTATE: 4/20/20' c N nw bracing. Jho , I _shown !SEQ. : 6506786 4. a Y itafter all br art aro) 4II 1 as the r I- f I L tqIa r ,:::!4.1.,,,,,,,,,,,dt r {I yUtak,greater S ndaatrerr i ofto r - z, .2-, -,,,,,t ,,4
rTRAN �
S ID: 3663785.(21.;',.;:o.'„' IQ>F Ja r, no y ri;;Ly forthe6.De_ry.a_s.,,_„ ., ,r..ba714.1.:r,..:shown.Shun or wrdgnf {'. 1 a II or � L,; 7.D0 � t1 w rB. 7 as J .t { -�d! �s NO by e Notes shut!t!be-lousiest on both fa zs fr and placid so heir seater 1 a) 1T1pl JJt;;A IBc C F;T, -b•a7.6'q!_ Pan lyEest t9U.IF!nstJIlte !it!I .:v. +ESNg -183nj f
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