Plans w
111#11 ' t This design prepared iron eWMputer irtiput h!
ARIEL TRUSS VANCOUVER WASH 360-574.7333
1.80864 SFECIFICALIOSS TRUSS SPAN 6'- 3.0'
TO: 2H Of 116eiR � � '6C 2006 tlAx q r
LOAD DtRATION :ACREASE - 1.15 EvOER FORCES e11Rt30ilCy1.25 TCe
IT: 2114 OF at6Ot'N 9*'ACED 24.0' 3.C. 1.2ry -EI 35 2.1•(01 0
IA/ 2-3.1-t23) 105
TO LATERAL SUPPORT a• 12.40. VON. LOAD:NG ?_il
IC LATERAL SUPPORT e. 12'00. UON. LL( 25.0:•DL4 7,01 ON '0P CHORD • 32.0 PP NIX NIR2 ONO REOUIREO IR6 ARIA
OL ON 801700 CHORD • 5.0 PSF JUN Q LOCATIONS REACTE01T15
OVERNAVOS; 12.0' 0.0' TOTAL LOAD = 37.0 PSF 8 2 IKACT1tON 415E IO.LN. LFP1 6051
20 0'• O C' 07. 319! -Ills OH 5.51' 0.01 OF ( 625)
Connector p16c* Dretie designators:
5'. 11.0' 0, 010 , OF 66!!
N o LL • 25 PSF Oround Snot 109) /+ a off 2.00• 0.2� OF ( S
C,CN,C16,6 1S (or no orefie) • Conou-rus, Ire
� f/�r�-�n r 6'• 3.C' S' 166Y 11 L' ON 7.00' 0.27 ( 6251
e,N20N5,V1SIS,e16 - ItTek NT !!ties UDITEO STORAGE DOES N0-APPLY DUE TO TIE SPATIAL If t 3,..'J . /
REOUIREVENTS OF IOC 2006 AND INC 2000 NV OEING I, ,jI: 1� - Dillon conforms to loin windterte-ry916ting
•• ::,V1,.`!vI a system aro Coneorente end Ctldd!'t5 Criteria,
IOTTOY 0050 CHECKED FOR IOPSF LIVE LOAD. TOP
ANO BOr*CV CHORD LIVE LOADS ACT NON-COPCURRENTL!- tird: 110 soh, NCSOtt, 700LeS.2 IFOL•3.0, ASOE 7.05,
Enclosed, Cot.? E110.e, VIVFRS
8-03 tn;erle- lore, lead duration facler•I,6
i` f
12 •
5.00.
fr/5re2D/A-"" oi9i55
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a Ai 5 7-02.01,7,- dt 1.51r
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JOB NAVE_ P0*1PE 4 PIES • 01 - Stale: 0.5156 ��µED PRpRc-,9„.
-- - - - - - - - - tl1AfINe10e' W Waal smell Imam ora-r es*ao ��GLNF�'9 C�
G1 I add«rd redi0n tar mew sM,AO M aowud d a'Orw•al WW1 I Ns hot MMVI elatoque,*h tour ptwMw!ra•,Cron AL*.
•1� ((��,
Truss: G 1 and War'^n Whore crshrown mI^w^c°m and eoae+•18 OW nnpanmb m or tra lure q dsgre,r x
2 2,4 m.**atU"rob raoy rn+al e.'0W 0.r riwra mown• ►w drolanr r Ouse apn.r.
3 A SA"Moe mwMO elenwr•m s„d,«tatwxrarr nM Pe'+rrrara 7.Door imam M to aM Woo dwde to M woody owed a
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DATE: 8/5/2012 Crnaurra ssevrwsre nsdonI•Ia tor autnrmono 3 2t Maul Mwee ,a l ooO*op**,°'ACSe I'•d'Ywe•RIC1 • OREGON ^ms
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and we w ry crr•lan Ouse RJR 6•
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1 t(I M I1 4 fans.nand rq sMymre rd rr,raaon a ee rt dr«r. e.Osm pn afa/nnfapas0ewtlrle dn•rpa hrouted _ R. C r`�on I'�I�' I I') (I (III f f II 1�1!1� nMi7ek 1lSA.Ire/CanRN+' Torus to tee software 7 GE o 0a a r�a�, r..ru�I•m sn FSR Ott,ESn,?eeM•i.Ii Y I//1�t I CXPIRF_S 12/31/1
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This 11111116 ARIEL design
TRI/SS VANCOUVERSt4ASHC360-574.73331 by
LLSBEN SPFC;F:LA'IW.S 12-10-06 0153E0 SUPPORTING 35.06.00 IBC 2006 UM 6055E0 FORCES 4*R,GOF'C0=1.25 TCM
-C: 2.4 GF O111TI LOAD SURAT10N INCSEAIE , 1.15 (hen-Ntp) 1.2-1.4250) 1022 1.4=(.6121 3414 4.2%(•1430) 4510
IC: 211 OF SS 2.3=I •1241 100 4.5:;.7861 3348 2.5•(•42861 1072
113661 214 OF STAND; LOA0ON6 5.3•( •141) 122
214 OF $11111 A LL = 25 PSF arming Snow IPg)
TC 174iF LL, 50.01.3L( 14.01• 64.0 PLF 0•• 0.0' TO 12'- 10.5' V BEARING MAX VENT SAX NO52 510 REWIRED$60 AREA
TO LATERAL S0P0R1 (• 12.00. ur.. 6C UN:F LLI 411.1)•DL( 211.0)= 620.1 PLF 0'- 0.0' TO 12'• 10.5' V LOCATIONS IEACTIONS REACTIONS SIZE 50.1h. (SPECIES)
IC LATERAL SUPPORT <• 12'00. VON. 600105 WAD CHECKED FOR IOPSF LIVE LOAD. TOP 12'. 10.5' •1041i 4408V •212; ON 4.00 7.05 OF 1 616)
Connector plate Orefl, messQnators: AMO s011011 CMORO LIVE LOADS ACT AON•CONCUTAENtLY.
C,Ca,Ct1,CNt1 (or no 4r1tf141 • Coopw'tv4, Inc •2■4 ae4 Oran rt uirea. Laterals ga.
M,u2a5S,M1081.M16 •51Tt5 MT series 12 I co*olste trusses required. Q y Croce to (cot Olaohra
Join teOether 2 01y wiLA 1'X.131 DIA GUS Design conforms to main a r:force reslstirg
nails staggered at: system ono c00ponsnts 000 cladding criteria.
12' oc throughout 2o4 tap Chords,
3' oc throughout 2x1 Gotta chords, str,d: 110 mph, h.25tt, 7CoL'4.2,1'0L43.0, ASCE 7.05,
12' oc tR ougb3ut webs. Enclosed, Cat.2 Exp.i, OWLS,interior zone, load duration tact0r•l.6
7.0009 5.08-15 End Ytrical(s) not motel to wino.
8.00 12'. V-1.5x4 -,
77-
11-5x8 V
77 we
A
u-5x18
i �\ �- I - -
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6-10-13 5.11•11
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1' PR(7FF
. S
JOS VASE: PARAhJPE 4 PLEA 02 Scale: 0.3098 C2 �V1N�F
WAAMNO$: Guam..MOTES.unless whr•s.roW: �� 'P V 41,1.&a■M ar a e�a0a,xo.a.aaa 00.4 oe sets ad at a 04~4 Maas I.On sass amp♦Mep.W'or ON roe,Paramwnw an0••n.Na.w
Truss: E2 r41AN.rwes Aron ooneuc■on tonenence w+ aaye►.rag owy...rot r..
1 zaa wp�eas.■n woo eeaoe. oust be•.Meese*Awl u4.n• oaperer ; 'eon-
I t M 44.114mr*Wino.0554.0 WO a IINNONN one Oam.a00 2.O9gn ai al W Mil to awe.wpm vide NPR Y4atr.rd. a L1I�z `r-
DES. BY: LA z.a. 4ty ocn eesoAru.•raaaana 0 vwrw.1m
Gordo,baaq Awl Mup4a At engsdeor raelON4 WWII, maa.s.M■r.N Nof Gera a yYwose saw+9RC+w ory,eeeAC • �N ^°D
DATE: 6r5/2012 No ass sh mows AO rameaaom he c oaca.i _ 3 z■UOIMO 6110Deq r era aaane•epweg a/Na bso ••
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ER 0
TRANS ID: 340764 s cc.,.ar&. ._ ,' ,,the S Wow aso.aiesAA Mann.Valx1,.'.sra„,NM or wafts r
O'L001.ner .%50,10 ab ens roan.4 c'mwar nee. 3:::'M
7.Ames.wumssaaa4*, O%MImyd41, G/6-i/1 T R. CPS
N� I • Tw s ees.p�4 hot TONS saga0 W IN ln.alons eelloT Oy 4 Ames sM•so orrle0 an MO fins N ewe and Wa0 so ales p Vel
11111 IIii11.1,1111,11111 IIL1wil IFMK/.si ECU moO.n W rle C.MI o,N./N9Td wa.n4+eu 9 Nos oacars.'"O'te)M a
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•
•
•
liiii i r This design prepared trop Computer input by
ARIEL TRUSS VANCOUVER WASH 360.574.7333
WISE* S*ECIFIZ I:UnS TRUSS SPAS 16'- 0.0' Design corfores t9 cab rin0torce-resibtir^i
re, F.4 OF ttAst0 LOAD DURATION INCREASE • 1.15 15-$CRm and Capgrfnt$ and cladding Oritersi.
IC: 274 Of AMID SPACED 24.0' O.C.
tiro: 113 600, 0•20tt, TCOL.4,2,SCOL+3.0, ASCE 7.05,
IC LATERAL SUPPORT <• 12'0.. 1,07, LOAD:NO Enclose3, Cat.2 40.0, 1AFRS,
IC LATERAL SUPPORT 4. 12'0C. VOL. u( 25,01.1i( 7.01 ON TOP CeOR0 - 32.0 PSF lnterier tone, load dur.tioi fac:or•1.6
DL ON 807TON CHORD - 5.0 PSF
COinector taste ref • 1651pQoaccrN. TGTAL LOAD• 37.0 PSF Oaole ono truss on continuous Warta('Nail UoA.�
C,CN,C1$,CNts (or no cretin) • C0604TruS, Inc 4-1.2 or equal typical at Rt40 verttdals.
11,N2o0S,r11NS,1116 • intik YT merle* LL • 2$ P5F ground Sno. (PD) Refer to Compare*gable end detail for
complete specifications.
IO7T0R ENORO CNECEEO FOR 1OP5f WYE LOAD. 1CP
AND IOTTON CHORD LIVE LOADS ACT NON-CONCU00EOTLT.
- - 8-00 f 8.00 f
(2 12
11y-4X4
8.00 8.00
'J
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,.OS NANL. PARA.�PE 4 PUN Ft _ --. -_- _ Seale: 0.4811 0 kr4.GlNEF'P
WANer•GS GENERAL NOM,Mobs e•1ee.ea mad
1.Ober era moue area4ea.na.4 a eland a e0 0070101,14be00 I.tN*bee dew•aO.4 her C'S Oben U etrel0bo.n.44e•47.
Truss: F 1 bed bowie Neese ron.euceon Cee m.eoea err weal e re lOXCISI ill Os let bb.ee*4:ber.roe re •
2 2.4 brew.ar9web awe must Ds rubbed*ben earn• 016/itgrr a re ex,epewr j
m.As stew Noce"Were e,enee�bed++as 4•eep•'ry re permoner e 2 2etepn,tewgee.b 4M Perm roes b be Mr bey prow.. �f/e" "r-
DES. BY: LA etaoehraw e„.41 be aupned b*Wow a cebrer+belles 2ea[Wareararwebbil Plbeibeaebud RCIrededree a 1N�I
aaee9wyN4eUy 7701*epq•.6NUee*eeewesnor11•eMaeecl • OREGON A~ �l
DATE: 6(512012 Piobob r ae.�.earoebareeb orbeck4saorea. 3 2eaepe 11011041d100e rebbn„reeWUeebnb.w.. Ci
4 160554 bread M OPUS bam SSn.00'e0e 161*616+0 r.tu•p 1U a.1 iiPuN II 100 wspave1e*dw,4epe44ess eoeCaUOe
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111709%WWII b•004416 WI 4070170M1 1.C469°"1"1"."Wag 1lre.,,p{Vrh Wo.t Yrx«Ued9.e
HialaMoy TRANS I0: 340764 .ce.winesti,.�eN.99e.rPb...,aroea99e.«a,«e»
a9'•o9*o*ANerre.aeeuae and'*5070 C.W.ouee.ra 7 New ea 465 AS«6546 6 r.O.! ��R. G P�
II rb a dew e eAnebee bxactee Me~on a fn'ae by 1 rafts 16W be sulu.e m tor'Ken a 910.and 9+71010 VW WWI Git-I
1iiiim lliii TP,•WiCA.eCSe woes Di*Da,ee to bobble Wan eV.na roes comely eel pveiabel'rb
9 Drib ream usof pAmrWa EXPIRES 12/31/13 1
Mace L18A,In4JCompUTrua SAM,M,7.6 3-SP6t1L}E. 19 It.boKainnela 14444.44497,040040 see L0144311,ES1 1961,ebtbe
. ,
Mi I1141 Th15 design prepared trop Computer input by
III; ARIEL TRUSS VANCOUVER WASH 360-574.7333
LJYd8A s'tL,f,,,A'to•.5 13 0.,•00 3I10t4 S.P=OITI■G 35-06-00 FROM 6-01.08 TO 13-00.00 IBC 2006 963 969289 FORCES 4o4mG0F)C11=1.25 'Ca
-C: 2.4 CI a14BIA IDAGS AS G1vEN LOA3 DURATION INCREASE • 1.15 Ikon-Rsp) 1-2'1.4186) 1166 l-4�(.024) 3220 4.2.1.1146) 5066
SC: 2s1 OF SS 2-3.(•4866) 1106 4.3 1 824) 3020
2123: 2x4 DF a16ST11 LOADING
11 = 25 PSF Gr0400 Shod (PO)
T. LATERAL SUPPCAT c- 12 iw. UCS. - T6■dr.IF Ll1 E0.01-EL) 14.0)• 64.0 PLF 0'- 0.0' TO 13'• 0.0' v 1164:66 9AX VERT MAx MOA2 BAG REOUIRSO PIG AREA
BC LATERAL SUPPORT (s 1YCC, 3)09. 3C U\IF Ll( 0.0)-01( 10.0)' 10.0 PLF 0'- 0.0' TO 6'• 1.5' V LOCATIONS REACTIONS REACTIONS 812E 10.IN. 16PECIES)
BC URIF LL) 416.6}'D4.I 211.0)• 622.6 PLF B'• 1,1' TO 13'- 0.0 v 0'- 0.0' -697; 29329 .110/ 110N 5.50' 4.09 OF ( 6251
Connector plate prefix asst nators: 13'- 0.0' -1170, 4916V -110, 1104 5.50' 7.87 OF ( 6251
C.6M,C16,CM1 ``or no prefix • CopuTrus, Inc ADOL: BC COLE LL4L• 2627.0 L45 a 6'• '-5'
9,Y20aS,9164,Y1i • 911.8 Y vertu
90110:1 CNOID CNECAEO FOR 10PSF (.111 LOA6. 'OP OesiOn conforas CO GILA airGtorce.re61stir0
( 2 ) 60a4140 Masts requlrea, END BOTTOM MOD LIVE LOADS ACT NOh•CONCURREATLY. BpStea and a*gponent{ and claG41n8 eflFarla.
Join to0atner? qty.tth 3'1.131 OA GUI. aL^O: 110 aph, h=2Oft, TCOI'4.2,6C0Lv3.0, ASCE 7.05,
r calls atar0ereo at:
4. Oe throupholt 2+4 tcP choral, Encload, Cat.2 Exp.B, Y{FRS,
3' oO throuItLLI 2x1 BOttoa Choral, interior tone, Io40 duration factor=1.6
I!' oc throughout aaa, 6.06 6-Q6 1
12 11-4x6 32
8.00 ,8.00
1 4.0'
ill
. • A s •
7 3.
7 7
r /
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° 11.3x6
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8.06 6.08
y 4
13-00
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4011 SANE: PARAN„PE 4 PLEA - D2 Scale: 0.4690
ram ,GINS N
WAM) .Oy. Ge4lMAAt.MOTaa,wags'oryerayg mica. 4/ 'Q
1 &dap W woo*,contra o,wawa W aa.,14 al al Calera Nast 1.Ma leas claw a a0a•a.a.s rc,a*awl*.p a...1ws Mx*.Hams* Cr
Truss: D2 and Wamap ben* .'.awC.•n co•..nanOa and IPPON OP*responsory/OM bolo****mat nal M
trail 2 2,4 empaawn n{ Cho dM.6Mr s Inns anp•aaf / 'J
a.oO.wc nWIa nWMOwN.aYOwn• 2 teenersai V*$6anawonOaumm lwt»uwlataau4e (.
DES. BY: LA
I r•lore"•41 .nee"&a u aw.lpa.arr aria pan.** 2.e aNtl a se a.mu.......wwra«aura u.o.iea ea.Nast 11 or
marry Wave ouu to e•aV•aa try*noel a caneaila N ia/M a va.ws M ososoo wit as pposoa Joaew.eTC)actor OM•/pCt
DATE: 6/5/2012 ra'awlna Inane&no n.pmw.Ar to aria.8 *48 *.2'brawn wallies rr Weal«aCala=•V-•ae alb..alma•• to X17,OREGON Cis 4
4 No∎000'NIA P.aiPaa/bsof l«lper.41 until OP al Draw 0 and 4 Inaalat••arao.s da oryasapito del.Noomi s[«garb
SE0. : 5202865 %Wows Is.earrools•NI aI n0 ham sl aiInsr*aaa"emsel/, a DoYw•.boas'MAIM worm sow mara.o«N.wa.a..w.a.l a 6) R i1• Ov
we y Obit a.PG•a/q am ban p«anN and w..for•air tomato,'a.so.
TRANS ID: 340764 s ceaaw,.wna.notafora era omen.no..va a*r• na o ouaenr`"a'Mt'Mt 05Mmo*al'wa"°'"`" arm«swap d l 4
iaa.utor.rrle•0 Woman'•as Mary aeon d ownso•YM1. noaga as p ^1�
7 D'ae•aN.N1g.+aaa+aa lrat4aa r •aNl.e T`�. `i'1�
.I i
time dwgna 3nssrea bowled r M location sat font DI L Plus awl oe 4[.340a Jar Lomal MAL end 0YC-,d w nor ante 04,1/1
11��111WIi1�11r1 it II W tPY.ttCA.nKSt copes p woo*di OuMwna upon+wrt w.Im"cM.ae4 Lamas
* inn Matt Con bimbo CO aa;ants mass r EXPIRES 12/31/131
1MTe:USA.Inc/t.umpuTfUSSoftwale7.6.3.6P6jtl}£ tO Fa teat COaMparp.aslesea%oswotSA lilt.E51t•tp{{IMiMI
• ,
• Silk TN.!. design prepared from computer input Oy
�NIII AREEL TRUSS VANCOUVER WASH 360.574.7333
. .
Lt46ER SeL.:f•C-':UNS •At,SS SPAN 13 - 0.0' Def1Bn corioros :o aaan airdforce•resistlrg
1L: 2.4 or 016311 LOAD DURATION 3r.CAEASE $ 1.15 systte and coeponents and clae0ing ;uteri/.
OC: 214 Dr stuiN SPACED 24.0. 0.C.
5153: 113 apn, 11.2Sft, TCDL-4.2,BCOL.3.0, ASCE 7.05,
TC LATERAL SuPP0A7 .• 12' .:. LO'. LOAD:AG In:lased, W:.2 EAp.O, SATRS,
PC IATEMI SUPPORT c' 12.00. uO'.. LIs 25.0)•041 7.0) ON TOP CNORD r 32.0 PSF Wirier Iona, 10641 Ovation factor=1-6
at ON IOTTOtt MAO• 1.0 PSF
T
Connector plat* prelt. des:ppnators: TOTAL LOAD • 37.0 PSF a ilaino truss On centinopas bearing *all UON.I
C,CN,C1a,CN1/ (or no ;1411.0 = eaapL'rus, Irc a-112 or equal typical at stud verticals.
4,170M6,111M4,es6 • Web At series LL : 25 PSF Oroung Snod (Pg) Aster t0 toed*Tros gable One detail for
,coaplete sptcltiaations. _
bITTeN CHDRD CNECMED FOA TOPSF L:VE LOAD. TOP
MO 10)705 0.3A0 LIVE LOADS ACT NON-COACLOIPEATLY.
12
5.00
a
a
7 fA
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1
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Z.,...." - 7-or saw ox df.f.t. .••■••AI '/I'Iv,"Ai% M.././.../1 OM ore'4/4,./.9
Y-2.5x4
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1.00 13-00
t���PROFESS
co
.00'AVE PARA/UPE ♦ PLEA • El _ scale: 0.+460 a ��01NFF� '�
YtAAMMGe: GUAM/NOM..ws144#'..,nIa0.
I 11.11.,..-.4 rw0m mM•N.wr 44.4 W.4..4 a a.G/w+-Mot's t-'MY 44senv 10 epepose for Ms Olson pvamrM'.107.I,Rare*
Truss: El Pc*Om"Wan a mliwaoO 04T,NKI. Y ..el*1084 'S**cam.PO:Me . : ��/}
' 2 2.4 COMP•nes.Dia..t0 boar,m,.4 04 4174640 ww.11400• e.Md,N/ afters, ' JN'r "'r'3 M alaral erg .errwMa 05,011*s"Ow"alN pewr�a.NM 2.0.1*aer.ros fro r0 OW 001150 CMOs 10 0.IWO*/1rsod al 4
DE$. BY: LA "0 2.00 woo WOC nesp.Ctrely..r.w 0.5000004f041500 YM1 by
Amoy irwar.5 a.ral 0e du•aNd w 05.90 of rawer sougoe. 0054.,04 4.ts•4400/0004 etwm.'41C1 ana0r ayw11ie1 ' OREGON Ac'
DATE: 6/5/2012 Ce nwtn.e asournaS ro.aponsWry a sibs or•a^o 3 2s 01404 a■+y5o%ealal sbeatong mi 41401 awn••
SEQ. : 5202886
4 MHr.4.,weco1la* 514180 o�40atmaw*t10eM**An 55.0444250114454•5 satsin10to% 4100 Wm 1041.4`«MMnenl O.
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Wilk This design prepared fr01e conputer inpl.t by
ARIEL TRUSS VANCOUVER %ASH 360-574-7333
,uu6EP 4.'cL1F:kar:DNS 13 10.04 GINGER SuPPOR111.0 75.06.30 IBC 2006 MAX MEUSER FORCES 444.0OF/Cq•1.25 TCO
'C: 2.4 SF 116674 LOAD OURATION INCREASE • 1.16 (N4r-1140( 1-21-5070) 1226 1-S4(-10261 4272 2.5.1 •1111 190
6C' 216 OF SS 2.3-1.46911 1160 5.64( •5101 0360 5.3.1.1244) 5412
VESS. 244 Of STAND: LOA011:0 3.4•( •60) 56 3.6'1.3110) 912
244 Of r166111 LL - 25 'SF Orouna Snow IRS) 6.4. •126) 102
1C U1::F LE) 50.0)•0L( 14.0■• 64.0 'LF 0'- 0.0' TO 13'- 10.5' V
`c LATERAL SUPPORT 12'0:. uc•,. SC UNIF LL( 416.11•DL1 211.'. 629.1 aLF 0'- 0A• 10 (3'- 10.5' Y BEARING MAX VERT MAX 14002 SRO 11E61110E0 IRO AREA
SC LATERAL vomit 4. 1211C. VON. LOCATIO*0 REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
607700 OROXO CNECAEO FOR 1005E LIVE L0A0. 'OP 0'- 0.0' •1151) 4171V -0011 OR 5.50' 7.79 OF ( 625)
Connector plate drafaa 0ssa)natOrs: ARO SOTT011 Ch0110 LIVE LOADS AC' N06-CONCURRENTLY. 13'- 10.9' -1131) 479511 -201/ ON 4.00' 7.61 OF 1 625)
C.cR,C11.011I (or 0.0 3reflt) a Coppurrus, Inc
6,1120NS,a)141,M16 • Vito NT sertu ( 2 , conolete trueseo regosrad.Join tegEher 2 ply rltO 3'o.131 EA GUN
•2x4 reb Or ace fY4ut retl. Laterally Orate '0 roof OLaphrlOtl.
Mils staggered at: gaup conform t3 Rain wiM10Ka-areaastlno
12' cc throughout 2A4 top chords, system and ca*ponsnts and C1a001ng tr.teria.
3• of throughout 246 Mottos chords,
• 111' cc throughout webs. Nino: 110 nob, 11•25ft, TC004.2.IC0L•3.0, ASCE 7.06,
Enclosed, ca-..g, Exp.$, MRS,5.02.13 4.02.01 4.05.09 interior zone, oad duration factor'1.6
,t___._._..__- ,r_ 1. Inc Yarttea,SI not exposed to wind.
12
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I avatar am a•ecta+mncasa arcrA a.w.414 r M Grew..NOM I the r d. r•a atonal*ygrrrwar .sewr'Ynolr . '
Truss: C2 r'°uwnww°''°"°°"nrt""°°"°""11"01: "4$*MAW wrwrryww v
2 244 mna'r'r.+web a aat+:,pp 1wr ba artalr,/r�r0a spx.n• a.Oesle amwra ear 100 aol mom aycw b t atermy Os acid at j
l N""""""1""""""""n Mossy and PM'a'+i1 7 4.4.annul 10'o•1e4Oacanaty untiaa Blotto v wp ens M On
DES. BY. LA WO41 In4aprutteaaanrr4b/4ag1r1dmnyMetncLn canes,wawaMr ht.*aMra+�M911r9,rtc).'morOryea c! •- OREGON ^�
DATE: 6/5/2012 COIa,TMaaaw,ra0001044/44,0rwar.swoon 3 2.1.P.assoovcrbbr0traargnqan4 whin ono,..••
art 4 Mobad toad be weed b any tampons*so dw a^tea"are 4 54014. n dawn s re waponata cow.uu.....aorU5Wr. '��
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l Os Mpn anWmwtax Owro r..wdas aw..SA..,o..w.p.a I`[L
TRANS ID: 340764 5 co.w(n sra►no wa•ct ear and worn no•e.nan.o.ar+a� nwMarr
1.1.0.000.r4no4'R tew'b0er4 nwc4.ort d 01.10.4.+ 7 0aW1.anhone4 waoa,*Arose w Faard r r R. C
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11 �Pfgi lighllii tewncAr scot=WO d wwr rd be 140.40.0.4 won mq.owt inns cone ad re 010114.11010 WW1
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lidTh1.5 beslgn prepared from computer input by
` q , ARIEL TRUSS VANCOUVER WASH 360-574-7333
1.,141611 SPE::f:C a 1555 'PUSS SPAN 13'- 0.0' Oetipn Conform, 10 SW wlr01orCi•re51.5ttrp
TC, 2a4(IF i1UBt0 1.000 DURATION INCREASE • 1.16 system and conporeats and clid*temp criteria.
SC: 20 OF OUSTS SPA:ED 20.0' O.C.
Nino: 110 aph, b'20ft, 7C01.4.2,6:DL•3.0, ASCE 7.05,
IC LATERAL IOPPORT ', t2'OC �u0�',. 1.00DIN6 Enclosed, Cat.2, Eap 8. NAILS,
,I
SC LATERAL SUPPORT .: 12'00. UC'I LL1 25.0)401: 7.0) Oh TO C0000 • 32.0.SF interior zone, loco duration factor•1,6
DL 011 $O7T00 ^,MORD • 5.0 PWF
0ornsc 0r piste preft. dalqnatnr5. TOTAL LOAD • 31.0'iF DAM GAS t=at, en Contlnuiaa Roaring .-iii-1101.-1
C,CA,Cti,cMlS for no weft.) • Cospr rw, •nc M•1.2 or*gal typical at %tid wrtieals.
e,12016,11104,1116 •MLTeI MT series 11 , 25 P50 Oround Inge 1►p) Refer to CoapuTros 0a81e end detail for
8010*C*000 CHECKED FOR *0050 1:01 LOAD. To cenplete specifications. J
ARD 801109 CRORD LIVE LOA05 ACT A0N•COMCVRSENTL".
- �
6.06 - 6-06
•- - __ i
6.00 12 11.•4x4 12 0.00
VII
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1-00 13.00 1-00
.�ti00 PR 0,04.
AI wog: PANAN,)PE 4 MAX • D1 Scale: 0.5171
- - �N. aGINC O
wWINGS: 0KMd*A1 NOM.won Gesso«nee. c 'Q
1 war sc o,.wa,convacn,Next is actwo3 at a Dewy chile. 1.1w wWNON 4 eimeske to N.9n pressers.ae.n.Awe* Q"
Truss: 01 .no mummy Wow oe,,nKeenta...wls .o t•t."4"" I"II V"04 MPS a.a...oir*
a.2a 4ao.wweibn web asap nw4Mn1anMrr..ro.n• Mae anlss.ngsrr j
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two* aselN e0409nea4WIWI0mm9w.►vcv. cawn...a .rr ula411 1r...$st..n+yfrt:)-rataaewwedcl
DATE: 6/5/2012 Gonwr,w asr,ew.9,..o.ma.ar ea,w*n, 3.2s a io snoop ,swo agog WORM 4WD rues•• • OREGON '�
a ra.sad anadbeWI.toe s memos,.+,araea steamed 4 uMr.a..Fwitesstaw.*w doe,.aa:..w..as. �'r �' •.1
SEQ. : 5202864 PAW..a7 Ma ii ...oWaaMbla.e,eb,M„ 6 GIMP aeNWOwes a, s MI In•r posses ..n«onrnt r d+yER�. 0v
dae9n wars a aGP+.d b.ny Newel
sea an W tiny.anise/'dl.e.
TRANS ID: 340764 5 Core.rN•Wroontoow INS Norms D,.u4*UestsSsM S.Osw,....,.• aONItNI .pa.,we.Srmawedgee l Q.•
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9 09•.*1414 SW sl pa..==94$.0.0
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•
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!11111 This design prepared from conputer input by
MIE). TRUSS VANCOUVER WASH 380.574.7333
LIANA SniC.FIi..TIO'd 14-0C-00 GIAOEP 60P70AT16G 35.06.00 FROM 6.01.00 TO 14.00-00 MC 2006 '/Ax 00116ER P0ACe6 4VAlG3FfCq=1.25 TCV
TO: 2x4 Of 'MLOTO LOADS AS Gt:EN LOAD DURATION INCREASE • 1.15 (Mon-Rep) 1.2.14338) 1274 1.4•i-1012( 4290 4.2•(•+2521 5624
BC: 214 OF SS 2.3•1•53311 1274 4-3.1.10121 4200
8615: 214 OF 0048r8 LOADING
II -. 25 P5f Grot1110 Sne.. 102)
TC LATERAL SUPPORT 4: 12'LC. IA.. IC UO1F LLI 80.0)•0i( 14.0)• 64.0 PLF D'•. 0.0' TO 14'. 0.0' V BEARING VAX VEAT MAX NOR2 88G REWIRED 600 AREA
IC LATERAL SUPPORT ., 12'0C. UON. SC Ohl IL( 0.0)•Di( 10.0)' 10.0 PLF 0'- 0.0' TO 6'. 1.5' V LOG.TIOhs REACTIONS SEAMS/4 SIZE 50.Ih. !SPICIEST
3C UNIF LLI 414.814011 211.0)• 626.6 PLF 6'- 1.5' 10 14'• 0.0' V 0'. 0.0' •7071 33104 -118; (186 5.50' 6.30 DF f 825
Connector olet.prefix 00x1. nators: 14'- 0.0' -12461 52344 -111' 11111 5.50' 8.37 OF 1 625)
C,C0 C16,CNII (or no prefix) • 00•p.lru3, inc A031: IC GLITZ ll•DL. 2827.0 15S 8 6'• 1.2'
11120NS,N1/N6,V16 • 01140 V series Oeslgn cprftras 10 loin rlrotorn•nsuur
MOTTOS CHORD CNECKE0 FOR 10050 LIVE 10A0. TOP p
i 2 ) cocalete trusses require°. ANO 80TTOV CHORD LIVE LOADS ACT 000.00NCuRRElTIr. system ano cope/Ants ano Cladding criteria.
Join testh4r 2 ply with 3'x.131 OA Wu
nails sta000reo at: Mina: 110 apn, MOOR. TCOI'4.2,8:D1.3.0, MCI 7 05,
12' CC tArOs ho..t 244 top chords, Enclose:, Cat.2 Exp,s, SOFAS,
3' cc throw:hett 2x8 00ttoe:Aorta,
interior zone, 1030 0urati n factor'1.d
11' oc 1000400041 aye• 7-00 7-00
6.00 t2- 4-4x6 12 0.00
2 4.0'
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3.
4.5x16 4-5x16
a � � �, a
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7.00 7-00
y-- l
14-00
.01 NAVE: PARAFJPE 4 2102 • 82 \e���0 PROFFS�
Scale: 0._u06
WINNING/A 0445Ml NOTES.were a•r+4a04.4 ��(D ��t�IN�Ep
1 Seder s.wam caatw..-Jx evolo 0a.Lard 41 a+Gww.4 Nor. 1.Ire W1.94.11.6.7"4 a.•srr brr.esapn plern...+a weer R.'. r
Truss: B2 and M4m,nip 0045 ororde•I txnrencea pia wore a 4 w.y d We WON«rq,r,NA the .
2 2o4.oesenseee..e wane....et be otiose.lr.sauw.• ewer- j
I M cabal 4R.ntexq ven.n4 kin r ar.parry arA p.m.a••rs 2.DaYIm mewl es AP sae Mom awe b be lak...y read r
DES. BY: LA we0p6iag fUrpeW{gHdgOeYp�MdayaOprahQ/a. 2 oc aMal17ac reap•lleiew tsDreadme.�Osrer9P.q
oaw..w wnwy.aca es elbow (ICI Weer d yw►,1G1 •
DATE: 6/5/2012 Nore..T4..owns.as feip.n•0aty to aura Nen 3 A noel 00 0•9 a 44 4 beep mp 45-..pe moon•• (s OREGON +�
4.No logeshonebe Nee*rPryo.mpmr.tow oweaaa4ngand 4 IntrWendres re4lr.pa4••A+dleweansoomeelor. l •■
SELL. : 5202861 lestarrarnmr»r.eIArele Wee&ry Was weer ttw a w e.* arenmrose. r ea.mra. 11"..,._, Doi, 6. OaI
ea+,anw.baaarraburyarpon.nt. Andar.Mr•*'ooreten•drte - �Fi
TRANS ID: 340764 0 Comprrks n o..r'ry ow Pro ami.nre no',WaOW4y"041 4 '6666"4a Ramp•a.w,wr won*umro.gar �.T �Q.'
4loaoa4on Ird.VV V•omon$04404YOandcdr.prris 7 Peenneume.•e.a.+rer..v4$549'0.4 R. C
1,' } e TMs one-a tan else iabgea 12 er rr:.dins era We q a Rays stet D.wit.o on oar tress o'tnsk are plead w tow 0.-t, Oda
I eInO�Minne1� i'iNOTCA rI e1CL,teeesdaa.at.M es heeled Wat,Wtst 9 Deb Peet.sum d pp w Dior nia
nn aWy y p
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This design prepared from computer Input by
ARIEL TRUSS VANCOUVER WASH 360.574.7333
LAO SPECIPICA:IDhG TRu$5 SPAN 14'- 0.0' Desten canforas to nate atrdtorce-reststlr3
IC: 3s4 OF .114TR LOAD DURAT:ON INCREASE = 1.15 systeo 440 Cosponents 140 clao9i15 ortiert3.
OC; 214 OP 114111 SPACED 24.0' O.C.
14n4: 113 apo, s=2511. TCDL.4.2,DCOL.3.0. ASCE 7.US,
TO LATERAL SUPPORT <• 12'0:. 43;1, LOAOIIG EnalOsod, Cat.2 /roil. WOO,
LATERAL SUPPORT 4. 12.00. VDU. LL( 25.01.011 1.01 Oh TOP CVORO • 32.0 PST interior sa11a, load duration factor•1"4
DL DS 00T-Or ClORO • 5.0 Hi
Connaror diets vett.. des.y^ators: TOTAL LOAD • 37.0 P5f Sable 444 truss On eonttn,Dus h*artn roll UON.
C.Co,C10.0Nis ((or no prafial •Csuputraa, Inc 11.1x2 or equal typtoal at stud vsrtioals.
10120os.r11N/,1116•INTO rT sorts, LL • 25 POP around Soo. (501 , Refer to Coepulrus gqa01e end atoll for
mole(( spectficstions.
SO1'0u CnORO G2EC4E0 100 1055E LI'JE LOAD. TOP
AO0 OOTTON 01O00 LIVE LOADS ACT Nor-CONCURAENTLT.
12
7.0G
2
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ess
f I
I
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a ,. .vui.reri ii . i iii en' -,r
p 4
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1.00 14-00
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u0E NMI: PAAMPE 4 KEY • Ct _ Scala: 0^4201 4
" .• - — - - - -- vwtNw4a. GiN0 4A2.HOta&...IA...atr.n•se roue — - !1(rvi 046°1E4
I e+..lr 4a.'0 a....,tat ar.i..,1 Da u:nNJ d u ciatr a No4s 1 TM 0..s:0asi9n 4.Osy+'s 1c,M 0•s9n p4 anNN r snaen R.r..• Q'' ��"
Truss: Ca 1 r.a a 0 6-i oo. oC 0 eonramcra .ro.sa a..4 Ira'sweaa.4 a141 444,•3 app...nano •
2.244 c4740,14444.rb a.cnp m,ut be m.tsae rn...✓e.n•
ma*a•sprira hYanyoar. ��
3 As talstl 1vp rmnsn9 rsmenb such 40 Whig a V•.J pnn.,n•nt 2 Daa.D„4.440,00 11,4 99./W eacl.rn u,4.40 be 144.44,0'..4 at er r r'
DES. 8Y: LA M.G.• encs9n+,1 ea oespnra 07dragw of cootie uncut. roc and at ICI oc m.pecimi ru.o sheath.pacedTcieo,aan.isn,::n cy AREf±!
a.4mc 1.% 39.rg`9199 u* 7O. .afTC/.rd.r ag44 AG1 s OREGON ^�
DATE: 6/5/2012 t:Orp4 410 404,9no.,wo,,wlyb16 arwro 3 2,47.045a,ay.aaWhoaaadegro 0 mienro.n•• (►
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,SEQ. : 5202862 Nuns MI oaro.140 and rt no tom uiwu ivy+ae=s•rw.. 5.ona9n a .rues vuasn an la to used n•nmromr.ny an.eorw L aE fZ�s' O
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TRANS ID: 340764 CoMnTm nos ro 0. 141.r4•.wma o,c.;.0,044yh,M a o°"vn°ont't'aorana.la�'a44,,a.nc°' t^•,^a•.00e
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I MIDI �IVIM 111 JoG.% 0t4 o610*,t. 9,4 04.9004 a 0usN a0L.01.4o(0441..lCrao/YW=.Ml pl:ad so Qer4 ..
TPNYTCA n t1Ce1 copes 44,.•,n w rn Mis^ad.pca ne..,u am cew-da NOM unart y he
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•
hill S This design prepared from computer input by
ARIEL TRUSS VANCOUVER WASH 360-574.7338
10e6EF SPt C1F1:.A':0'.S 1AU55 SaAA 39'• $.0• Design Conforms to Rain el"dtor Je-.Nits Ting
TO: 2.4 OF •ItiBTA LOAD O4RATIOS INCREASE r 1.15 SEWN and cOApaients and cladding criteria.
IC: 244 CF situte SPACED 24.0. 0.C.
AE15: 2.4 OF MVO; Nino: 110 Rpm, n:25ft, TCOL-4.2,GCOL•3.0, ASCE 7-05.
214 OF 'ova A LOADING Encloses, cat.2 Exp.B, 11045.LLI 25.01,Olt 7.01 ON TOP CHORD • 32.0 PSF Intoner lone, load duration fector•1.$
IC LAIEAAL SUPPGAT '• 12•C u0';. OL ON BOTTOM CHORD t 6.0 PSF
BC LATERAL SOPPORT to 12'0E. 00%. TOTAL LOAD• 31.0 PSF ;Nate:Trust design requires cortinuoae 1
V111_2111 for entire Nan uoN.1
5-1.514 or equal it nonstructural LL • 25 PRE around droll (P9) REFER TO COUPUTRUS STANDARD
vertical dossers loon,. GA3LE END DETAIL FOR COMPLETE
B0T1GU CACAO CfECKED FOA IOP$F LIVE LOAD. TO? SPECIFICATIONS.
R-2.5.6.Mre shown; Jts:2 5,9.12,16.11.22,24 AND BOITOD CNOAD LIVE LOADS ACT AoA-COAWNRENTLv. DESIGN AISUJES SHEATHING
ucaalanced live lam nave peen TO ONE FACE ONLY
Considered for 0110 design
Cunneccor orate :relit oa:gnators:
C,CN,CId,CA+d for no prefix) • Cospoirui, Ina
d,E20NS,$IRH8.1116 • MOO BT tertli 0-08-03
19.02-05 0.08 9.07 18-01.01
t-- - - - 1 ,r_--- - - 1
3.10.08 4.00 4-00 4.00 3-03-13 1-09-072.02-09 4-00 4-00 4-00 3.10-08
r- 1., _ -1- � 1 1 1`-4 / ! f 1 7
12 12
6.00 0.00
IIM-4x4
1.2.5x4 11-5x .e
r -� - .. +s 5x6 -9.2.5x4
ti� -�=-, 1 h-
i 1 r _12 I
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h + + I 1+ 1+ 1+ / +1 IA i
'° ( I m
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14 1.4x6 1d 19.25" 1 d I i 0.2523 4 4.4x6 2
oI.1.5x4 Il-5x6(5) U-5x6IS) U-1.5o4
1 -- - e 1 1� l 1 : rt ---'k y l ----_
3.08.12 4.01.12 4-00 4-00 3-02-010-09-1511.032-00-13 4-00 4-00 4-01-12 3-08.12
k --j
39-09
JOB NAYS PARANJPE I PLEB • AB - `�•�.��D pR���s.D-
Scale: 0.2173 ky�GINEF'P D
WAalreNCA: OENENAL NOTES,woe»onen.w rolae.
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ARIEL TRUSS VANCOUVER WASH 360.574.7333
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LLRBER s4L,iiic;.1:0y'o -ROSS SPA. 14'- 0.0' Oei10n contorns to nali alndfOrc .reeLltiny
TC: 2.4 Dr IOWA LOAD DURAT:OK INCREASE • 1.IS system and Cwponents and cladding cr.teraa.
00: 2a4 Or rtoSTR SPACED 24.0' 0.c.
Rlnc; 110 ape, 14-20ft, -COL.4.2,RC0Lr3.0, AMGE 7 05,
'C LATERAL SoP°ORT •• 12'6C CON. LDADI.G Enclosed, Cat.2. Eap.6, eRFRS,
RC LATERAL SUPPORT .• 12'0C. u0k. LL( 25.01.01! 7.01 OR TOP CHORD• 32.0 PSf anterior zone. less duration factor1.8
OL OR BOtTTA CHORD • 5.0 PSI Wple end truss on continuous Oearing.all Ws.
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ARIE1. TRUSS VANCOUVER WASH 360-574.7333
.uAe*R 5':,ir;:n1:040 TAJSS SPAb 38'. 9.0 IBC 2006 0A( 8E8899 FORCES 4IRiGDFiCh.1.25 %V
-C: 2.4 dF &LASTS 10X0 DURATION INCREASE • 1_16 1. 2•) .36) 28 2. 9•(.947) 2128 3. 9.4.292) 162
SC: 244 OF :14111 SPACED 24.0' G.C. 2. 3.1.2851) 1150 9.10+1-011) 2128 9. 4') 41) 512
NESS; 244 OF MAO 3- 4•:,-9701) 974 10.11.1.019) 9129 4-10=1.722) 276
.0ADIv21 4. 1•:•1916) 069 11. 9.1.977) 9511 10. 5= .367) 1320
IC LA-ORAL SUPPORT a- 12'10. 13%. CC( 25.01•041 7.0) ON TOP CHORD • 32.0 PSi 5. 6.2.1916) 799 10. 9.-722) 293
SC LATERAL SUPPORT e. 12'0C. ) N, OL OR 901100 CHORD• 1.0 PSF 6- 7.1.2703) 99t 6-ti' 41) 519
TOTAL LOAD • 37.0 PSF 7. 6•(•295') 1176 11. 7'(•215) 164
OYERNAh85: 12.0' 0.0' LL • 25 097 Groot Srdw efl
Connector plat,prefl, oeslQnators: 8EAR1NG MAX API MAX*092 850 REWIRED BAG AREA
C,CN,C19,Ch11 (0r no prefix) • Coapo;ri,s, Inc 801108 CACAO PICKED FOR A 20 PSF LIMITED STORAGE LOCATIONS REACTIONS REACTIONS SIZE 50.18. II090ZES)
M,MZOMS,M19H9,616 . Sites it series LIVE LOAD AT LC:AT:CR(S1 SPEC:FIE°Br IBC 2006. 0'• 0.0' •3411 1TOO8 .22101 1058 5.50' 2.72 OF ( 625)
THE SOTTO CHOAO 0EA0 LOAD IS A MINI9102 OF 1081F. 31'• 9.0' -3121 1412V -200) 195$ 2.50' 2.58 DF ( 625)
Dewar Vonforas 13 Naar. wan4tdrCe•resostir2
spits' an9 Caponent5 489 C1i00h9 criteria.
Rift: 110 mph, A.2501, TCOL•4.E,SCOL•3.0, ASCE 7.05,
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10-00 17.09
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1INNN, r r 111 ARIEL TRUSS VANCOUVER WASH 360.574.7333
LC63ER SPEaIF;CA710.5 TRUSS SPAN, 35'- 6.0' 18C 2006 MFA BE;BER FORCES 4..RiO0FiC4.1.2S TCe
IC: i44 OF 418818 LOAD DURATION IACSEASE = 1.16 I. 2=(•2955) 1160 1- 0.4.9$11 2532 2. 8.4.295 186
SC: 244 OF 115010 SPACED 24.0' O.C. 2. 3=(•27041 996 S• 9•(•6201 2127 8. 3.1 -61 515
MESS: 244 OF SUMO 3- 4=(-1917) 764 9.10.1-62012127 3. 9•(-722 262
LOADING 4. 5=(•19211 704 10- 7=1•901) 2632 8. 44(•361 1321
IC LATERAL SUPPORT a. 12'O.. w:.. EL( 25.01.0.( 7.01 ON TOP CMORO • 32.0 aSF 5. 8•(-27041 996 9. 5•(-F22 282
SC LATERAL SUPPORT 4= 12.00. UON. DL 011 BOTTOM CNORO - 6.0 Fit 8- 7.1.29551 1186 5-10.1 •81 515
TOTAL LOAD • 37.0 PbI 10- 6.1.295 100
Car,sccor plate Fretl. 4e4 L9a4tors:
C,CN,C104810 (or no ;rift.) • Cpep.'ns, Irc LL • 25 PSF groans 500. (P01 SEASISG MAN, FEAT 2141 n0R2 690 RE0U1RE0 640 AREA
4,49OMS,PISMS,M16 • 41Tex IT codas LOCATION$ REACTIONS AEACTIO6S SIZE $0.13. ISPECIESI
BOTTOM CMORO CHECKED FOR A 20 PS1 Ue1TE0 5'ORAGE 0'• 0.0' •312/ 1613V •185/ USN 2.50' 2.46 OF ( 6251
LIVE LOAD Al LOCATI01t4) SPECIFIED BV ISC 9006. 35'• 6.0' -312/ 1613V •185/ 1954 2.50' 2.80 or ( 6251
THE 607491 CN0A)OEM LOAD 16 A VINI8UM OF 10?SF.
O*Slur cantons to Male 41n110r44•r$11511r0
system and Components and Cladding Criteria.
Nino: 110 mph, h=25ft, TC004.2,$CO03.0, ASCE 7.05,
Inc:neon, Cat.2 144.8, MUPe6,
17 08 17-09
interior zone, foam 81ratipn tactar•1.S
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t LYBEN S',Ci tl..c':G'S TAUSS PAN 36'• 0.0' IBC 2006 MA(6EV3EA 06C0$ 40R1GOF/C4q=1.25 7,',6
TC: 2.4 DF .77615 L040 OUKAT10N INCREASE • 1.15 1- 2.1 -361 2$ 2.10.1.843) 2527 1.10>I'202) 162
6C: 214 OF OUTS SPACE) 24.0. 0.C. 2. 3•(•2861) 1116 10.11.1.606( 2125 10. 4.1 12) 512
2E2S: 214 OF STA40 3- 4.1.27001 868 11.12•..6064 2125 4.11•)-722 271
LOADI'.0 4- 5•(•18151 754 12- 1.1.443: 2527 11- S•(-3521 1920
IC LATERAL SUPVL$T ,- t2'LC. VL1.. LLI 25.01.011 7.01 ON TO CHORD• 32.0 PSF 5- 6.1.1915) 754 11- 6•(-7211 277
/C LATVIA/ WORT 4' 12'OC. 002, DL ON $0TTOr CHORD• 5.0 P37 6- 7.1. 700) 969 2-51.1 -12) 612
TOTAL LOAD• 37.0►SF 7. 6.1.2951) 1106 12. 7.1.212) 162
OV$AMANOS: 12.0' 12.0' 6. 8.1 •36) 21
IL • 25 73F Br0.n4 /row (p8)
Connector 0141e Drefl. 4e*1Bn+1070:
C,CN,CII,011 (Or no 074710 • COSOu-r..S, inc 807700 CNCRD CMECKEC F0A A 20 P5F LIMITED STORAGE BEARING MAX VEAL MAX M0s2 IRO WARDED 646 AREA
11,92045,1116x!,1116• M1146 VT 147160 LIVE LOAD AT LCCATION(S) SPECIFIED BY IBC 2006. LOCATIONS REACTIONS REACTIONS SIZE 90.1$. (SPECIES)
TIE $001011 011000 DEAD LOAD 1S A MINIMUM OF 10 PSF. 0'• 0.0' -340/ 1698V 2301 200N 5.50' 2.72 37 ( 625)
36'• 0.0' •340/ 1698V -200/ 2135 5.50' 2.72 OF 1 525)
De11G9 canto-imp tt Mall rLntltorc4.740.110112
system ISO caaponents and c1aaa11O criteria.
One: 110 mph. I1•25tt, TCOL.4.2.$COL.3.0, ASCE 7.05,
Encloose, C+:.2. Exp.B. (MFRS,
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LJUIER SPE-:f1Lv :0hi -aSS YA.'. 36'- 0.0' Design Orland to awl.Lnoforce-resiatir;
TO: 214 DO 014310 L0AD 0URATZO4 ITCAEA*E • 1.15 system sod coneenents and claaoi'1g Criteria.
AC: 214 Ds e)it/0 SPACED 24.0' O.C.
*Inc 110 non, rt•25ft, TC0L•4.2,11:014.0, ASCE 7.05,
TC LATERAL SUPPORT •= 12'3C. u3'.. .0A0140 00:104.3, Cat.2 (ep.t, 115%AS,
AC LATERAL SUPPORT s. 12'0C. UOh. L11 25.01.01( 7.0) O(TOP CH]AO = 32.0 'Sr interior ads, toed duration fou=r=l.6
DL OM BOTTOM CMOR0 = 5.0 PSF
unoaiacud 1101 10145 nave Omen TOTAL LOAD • 37.0 Pty Gab:e .n truss en C04T1440ui=daring wall UDM.
considered for tnis aosiga. P-1.42 or viral typical at stud verticals,
LL • 26 P6F Ground prow 0Py) Refer to CoapuTrus gpable 100 detail for
Ccao c:ir plate pretii designators. complete speeifieations,
C,CO3Cis,CMit (or no trefial • Coap,,trs, lnc MITCV CROW CnECSEC FOR 10PSf LIVE LOAD, TOP
A,e12O11S,M1ax$A,516 •room MT series AND D0TT04 CNOR4 LIVE LOADS ACT 50t-CO4CWAEATLV.
18-00 18.00
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Scald: 0.23s5 ,,G1Ne6. Q
wAftbibaa deN4JULLPw1G,Wwsoven.to.a.i 4< 'P
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Truss: A6 pee vwa.ow ono*eae.l,cbon.,l ences aM appeal le ON essocai•b a M sasd.b•.lair,not re ��/f
2 2a4 oeepbseee wgasr'd s aeM00 d See,e store•. V.l5 5'uy�rrwsruN rgar •�(�'� r-
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DATE: 6/512012 Cantu,Nil Neap.,.,ro n a p e r e b i ,tiW W M 3 b Noma pups w Wes Sews rev.nd r we sbabn•• OREGON
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iaerassei Ui �'pO �o' -4
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A ARIEL TRUSS VANCOUVER WASH 360-574-7333
LUYBER 64ELii:CA-'0'4 TRUSS PAR 35'- 4.0' IBC 2006 AAA MEMBER FORCES 4011rGOF,C(r1.25 TCI
•C: 2.4 CF e1111R LOAD DURATION ItCREASE a 1.15 1. 2•(.2872) 1371 1.10.1.1156) 2461 10. 2•( Oj 173
6C: 2.4 OF 415919 SPACED 24.0' O.C. 2. 3.1.24001 1137 10.11.1.1157) 2451 2.11.0441) 213
1E11S: 244 DI STAND 3. 4,1 0) 0 it-12•(-1103) 2221 11. 3.1.2201 101
LOADIKG 3• S•(.2059( 867 12.13.1.1197) 2459 11. 5.1.251) 214
TC LATERAL SUPPORT a. 12 CC. 00%. 191 25.01.09( 7.01 ON TOP CACAO • 32.0 01F 5. 7.1.20811 $67 13. 9.1.1116) 9461 5.12.1.2511 214
93 LATIOAl SUPPORT a• 12116. U00. EA. ON BOTTOM 04$090 • 8,0 790 6. 7.1 01 0 7.12•(-2201 708
TOTAL LOAD • 34.0 PBF 7. 1•(-2400, 1137 12. 1•(.640 212
4 9.1.26721 1371 11-13.1 0) 171
5300: 244 TRACIA3 AT 241C VON. FOR LI. • 26 PSF Ground Anna (Pg)
ALL FLAT TOP CA000 ARIAS N3T BHEATNE3
801109 CH090 CHECKED FCR A 20 P5F LIII100 ST0FA0E HARM' lAX VERT MAX HOR2 BAG REOUIREO 533 AREA
LIVE LOAD At LOCA'I0!,(S) SPECIFIED Br IOC 2006. IOCA-i0N5 Ructions REACTIONS SIZE SO.:N. (BPEC-E61
Connector plate Oretix desiQnatcrs: NE BOTTOM CHORC DEAD LOAD IS A D AIUUY OF 10►SF. 0'- 0.0' -398/ 1568V •190/ 83A 2.50' 2.51 OF ( 625)
C.CN,C11,C1 N (or no prefix . Conp;.'ns, Inc 35"• 6.0 -3961 15669 -190/ 8311 2.50' 2.51 DF ( 625)
V,V2OKS,M11AB,106 a ILTa1 Mr serin
Design contorns to nasr .inctorce.resostinS
systie an0 clrearvite and 0110oirg criteria.
lino: 110 Ron, 11-2511, TCOL.4.2,5C0L•3.0, ASCE 7.05,
Enclosed, Cat.2, Ezp.O, 19015,
15-08 4-02 15.08 interior zone, lea,duration Factor.,./
f--- -- --- - f f ----- - .-,/
6-07-15 6-00-09 2-11.04 2-01 2.01 2-11-08 6-00-09 6-07-15
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17-09 17-09
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Scale: 0.2382
+9,91,943: (WORM.MOT9a,woos'oe+,rna nwd. GIN Fs. O
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Truss: A4 aro*romp ode ccoksxson arm•.w 9.9 999,04919619.0 woad*,al M.swop dla4y4r.not ow
a ?.4 ernrewa•roe ow-ft rare 00 10144000*We warn•. KY a eua a.dnw • f
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NaP4O,aeJre,abd M0044Yee ar dew9r40 M aan*Mll Myc6/e. a0I10M4itii the' udr eaa 944:0 999969ttI=dryg194)
DATE: 6/5/2012 Computer.w,ne.erorowonetrirfd,a•a,&DO„D s 2,►npwp�►9a49449rear.e•aC-ae4rrynerngr.• ��`70N ,�
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*lop beds be WWI 14.Wry eonywwe we NV far VT candler'M WM Q ���C'' O
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fiiJ�lYifu c i This design prepared from computer input by
f A ARIEL TRUSS kAHCOMER WASH 360.574.7333
L'uSBER S.ECIF:c.1,3i.5 TRUSS SPAN 35'. 6.0' IBC 2E06 VAX CE8BEP FORCES 4,11(40F/Co=1.25 710
IC; 2.4 OF 0)0676 LOAD DURATION INCREASE ' 1.15 1. 2.1.2872) 1167 1. 8*1.97)1 2461 6. 2-f 0) 173 6.11(0) 173
9C: 244 OF OURS SPACED 24.0' O.C. 2. 3.1.24006 904 8. 9.1.972) 2459 2. 9.4.441) 251
6095: 244 Of STAND 3- 4•(•2059) 751 9•)0•(•830) 2221 6. 3•(•171) 108
IC LA1ERAL SUPPO4T c- t2'OC. W'.. LL( 5.0)•0L( 7.0)LDNDTOP CH040 s 32.0 PSF 4. 6'1.24091 93 111-H•(-9721 2451 6. 4=1.255) 125
IC LATERAL SUPPORT <. 12.01. 404. ( 4. 7'(-24021 934 11. 7•(•97)1 2461 6.10. .7551 125
OL ON 80TTOU CHORD = 6.0 PSF 6. 7.(.2872) 11884 7 7 6.10=7•1711 706
TOTAL LOAD • 37.0 PSF )0. 6=1.146) 251
NOTE: 2448RACIVG Al 24'00 U06. FOR LL s 25 651 Ground Snot 169) BEARING 11AX Mc 9Ax N0111 BAG 6E0416E0 MO AREA
All FLAT TOP CHORD AREAS 801 SHEATHED LOCATI085 REACT:O3S REACTIOVS SIZE $0.I6. (SPECIES)
807:09 C40(10 CREC6ED FOR A 20 PSF L:V1TE0 S70FAGE 0'. 9.0' -3)2/ 15684 -137% 137k 2.50' 2,51 OF ( 625)
LIVE LOAD AT LOCATION(%) SPECIFIED ST IOC$006. 36'. 6.0 •3121 15454 •1371 1374 2.40• 2.51 OF 6251
Canntctor plate pre04s 4esJ natcrs: THE 601106 14040 OEM LOAD E5 A 5181801 OF 10 PSF.
C,CR,C16,C9)$ (or no Frefla) = Co1puirus, Inc
Y,ett0I6,018N5,1116 •60T64 8T sari**, Design contoro9 to taie oinoforce•reststsnt
lysteh and cooponenis ar0 clad01r0 criteria.
rinc: 710 heft, 11•2Cf1, 7CGL•4.2,BC3L•3.0. ASCE 7.05,
• Encloses, Cat./, Eae.B. BAFR3,
interior 4one, 1o20 auratLan factor=t.6
13.00 9-06 13.00
r-..___ - ----1-- ----1 ,_-_,(
1 6-07-15 - r+ 6-04-01 f 4-09 4-09 6•04•01 6-07-15
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17-09 17-09
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Scale: 0_.2517 u, G1NF tSf?
wAhalwa4: YFHERA 11ds0 ,ethos*Woos*mar CC,Q 1-
f 6w...a•noun oonua3ot stow be no•■••al all Cons)•low I.it.Ines Owen•aMpJ7e for MO*Min paum.ar;Moro,Rower
Truss: A3 rtawamaaa Won co nweonwmnoloos *4990 rEt.. silky&re e,+r+wdroves,ma*4
2 2.4mngn•aian..e boons ntW:00 notatba ser.ah4an• tauaerf•r a ruaa 5400*.
3 AS Haas bra own"aMWra 1041 r taa(prsry WO prma•»nt 2 O0*n gstw6 t•ti one bourn daaoa to 00 b•r.ey Orauo a:a I •`7 DES. 5Y; LA 3)399 eratr9**Al N bow**q*mow of aomasa 6n.awe. ,,ouyp 'KO S*wood 1 4wOio401l mere.ary.na(hcj r • OREGON ■)
DATE: 6/5/2012 Con.aatnw aaaur.s no r.•p•Nay w won**moo 3 Lshwae trbdr•i r rsw brara+p rao.rad•+•no a/.a•tt••
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tlaapn 101 gs 3991 4•WI oor9or.ru O 1. 0
e.Dasgn sowings*A bum eel SfoorwJD.s
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1118 This design pre;iared from computer input by
ARIEL TRUSS VANCOUVER WASH 360.574-7333
•
WNBER 54ECiei..e':0'4 TRUSS SPAN 35'- 6.0' 16C 2006 MAX UEOBER FORCES 44A GOFIEq.1.25 ?CO
IC; 2a4 V r uITA LOADS AS 6IVEh LOA°DURA'I0N -ACAEASE . 1.15 (hon•Re7j 1. 2=( •121 20 7- 8.1.3104) 5468 1. 7•( •378 234 10- 4-I •101 262
IC: 214 OF a16BTA SPACED 24.0. 0.C. 2- 3=1.5514) 3170 B• 4'(4606) 8118 7. 2•(-6006 3354 4.11•(.2780) 1664
8066: 2a4 Ip SUMO 3. 4.1.6132) 1610 9.10.(•4626) 6158 2- P( -620 1102 11. 5•1 •614) 1174
LOADING 4• 5=(-1598) 3172 )0.11.1.4628) 6156 8• 3.1.27 1541 5.12.2.6310) 9356
IC LATERAL SUPPCRT •' t2'CC. LO.. LL - 25 PSF 8r0Vn0 SOON (P9) 5- 6') 2) 20 11.12')-31061 5472 3- 9.1 - 8 219 12. 6=1 -378) 23I
IC LIUEAAL SWPOAT •• 12'02. V011. A00L: IC UP'F LLI t00.C1=DL) 28.0)' 121.0 PLF 0 • 0.0' IC 35 • 8.0' V 9- 4•( • 4 18
NOW BC U310 LL40L' 20.0 PLF 0'• D.0' TO 33'- 0.0' Y
Connector ptat, prelt. oe4:gwtors. BEARING OAS PEAT BAG RE0J:0E0 8nG AREA
C.CN.CII,Ckt1 (or no oref141 ' CoaauIrus, inc 80TTOO 0380 CaECAE3 F0A 10PSF LIPS LOAD. TCP LOCATIO6S REACTIO11 SIZE 50.1!1. SPECIES)
0,M20MS,Vi$4S,918 'YoT,k 'IT sar1ss AND BOTTOO C1t000 LIVE LOADS ACT NGA.COaCURRENTLV. 0'- 0.0' -14902 26$76 2.50' 4.20 CF (
36'- 8.0' •14901 26276 2.60' 4.20 OF 626)
,1� ( 2 1 connlete trusses reeutred.
Join toyyethar 2 ply alth 3'n.131 D:A Guh Design eontoras to mats unctoree-relaun0
kA
nails Ithrougho atsystem ant components ant slamming criteria.
12' on throughout 244 too churns,
12' on throughput 244 bottom chores, *Imo: 110 mph. 8=2011, TCOL=4.2,KDL'3.0, ASCE 7.05,
12' ae througnout nos.
EncleNC, Cat.9, Eep.1e SWISS,
Interior tone, load suratlon factor•1.6
Eno eartLCal(s) not ,waled to mind.
_ ___ 17-09 __ -fi- 17-09
4 7-01-09 --_f-" 0-11.13 i^ T-Oi 09 -- - 7-01.09 ______ 7.01.09 ___--1.
•
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0.03-08 7.01-Q9 6-11-13 6.10.01 6-10-01 7-05-01
17-09 17-09
A r
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uoe t.AdE: pAAA'uPE s PLEX Al Stela: 0.2435 ��' �(}lwf /�2
IVAAMr.Ge: 0114ERAL 01010,eru.0 ylrw.e rwnr. _ •�a_
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Truss: A l 014 Wees.2.sear Gook.son aNmarw and epp•.+41 w re rraea1e411y of to awanp aagwx,rot W
2 2e4 cOI 1eelele ere em0O u4I be maimed MI'pe storm• nu O.We W lute serpent ; ' /0e7 _
S.Sl tal0*le.ea mIW4 abMrb oe.m M Wnpvay SOS oermae•er4 2 0smga n►wrr4 doe top..01$10 n,awry w era 5 reseed r L(r•�/ ••'�'
DES. BY: LA ww.41'Moil auelM deice**ay dews.d ccenp.1*srvwm t oe.And MI t7o a mwl aptr.none Once:(TC1te .4nee.me.qr,q
DATE: 6/5/2012 2.nrauo..s ahere.re soul r prywo4 wwuee,.M.'wl •lamapC • 0 � ^�
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• Milk • T Thls design pret:areu from computer Input by
p ARlE). TRUSS VANCOUVER WASH 360.574.7333
Lu VIER 501-:1:L,':01., 1RUSi SPAY 35 - 6.0' 15C 2.006 141 716859 FORCES 441/61DFtCo.1.19 7CM
IC: 3.4 01 4148'1 LOAD OURA:034 1*.C6E4S1 = 1.15 t• 2.) -5) l0 7• 3.1 •969) 2734 1. 7.1 •189) It) 10. 4.) 0) 197
BC; 214 OF .15911 SPACED 24.0' 0.C. 2. 3.1.2797) 973 8. 9.1.14101 4058 7. 2.1.2953) 1039 4.11.1•1375) 473
REBS; 2,4 OF STAAO 3. 4.1.4066) 1406 9.10=1.14151 4076 2. 5.1 -128) 591 11. 5.1 -126) 567
L0.401110 4- S*1•27991 974 10.11•(-14151 4016 4- 3.1.1360) 471 6-12.1.2365) '040
TC LATERAL SUPPORT t. 12'OL. UO',. L.1 25.01•0L1 7.0) OR TOP CNCRD = 32.0 PSF S. 6.1 -5) 10 11.12.1 -961) 2736 3. 9.1 0) 100 12. 6=1 •,881 111.0 9C LATERAL S)PP06T 2. 12'0C. IAN. 91. OH 5014tNLCHORD = 35.0 PPSI 9- 4.1 -12) I
Conr.ctor plate prift* etel nat:rs. BEARING RAI VER' 966 REQUIRED IRO AREA
vs,C11.CNte (or no prefltl • Ceap„ir,js, inc LL r 26 PSF 6rouno Soo, (Pg: LOCATIONS lEACT101S SIZE 60.:A. (SPECIES)
20MS,1111H1,414 • Wet MT seroes 0'- 0.0' -3121 1313V 22.50' 2.10 CF ( 625)
LlOITED
lEOgilEiERDS Of OF 2006 AROL151 2006 NO7$E166AMEI. 33' 6.0' 312( 13146 2.60' 2.10 OF ( 62i)
BOTTOM CHORD CHECSEO FOR 10PSF LIVE LOAD. TOP OtstOn contar.$ to Warn unctorce•rsrlacp
140 101109 16049 LIVE LOADS ACT M04•COIWRRERTLT. votes and coaponents ano eia0oln9 croterta.
atria: 110 on, n•20(;, :C4L•4.2,6C3L•3.3, ASCE 1.05,
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DATE: 6/5/2012 cad+ °pa`°'"'0006 aware wr" ersang rs00.4 'etc)°ro p tr `t ' OREGOt1 ,°'
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Job Transmittal
r 11I1IIIIII1IU
CompuTrus, Inc.
250 Klug Circle, Coma, CA 92880
(951)245-9525 Fax(951)273-0040 Transaction ID: 340764
TO: ARIEL TRUSS CO., INC./WA DATE: 6/6/2012
ATT: Truss Department
Drawings Repairs Sequence#'s Description
19 0 5202851-5202869 PARANJPI -
Transmittal Notes:
•
Design Notes:
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0764
:= P 1 4
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i i ir0 C0 ARIEL TRUSS BUILDING 1,2 s 3 25/5ti0ii
1 0o oo i 1 1 13-00-_00 1-3GO-28I-0618 CO*.
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