Plans 14 vqb. 5i4/ vit,...:14 at- Lei.-4-<__
m ocj-- 2D o o 143
MiTek'
MiTek USA, Inc.
250 Klug Circle
Corona, CA 92880
951-245-9525
Re: 2045780
13211a Terra- FR3
The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision
based on the parameters provided by Builders FirsiSource (Beaverton, OR).
•
Pages or sheets covered by this seal: K6651288 thru K6651291
My license renewal date for the state of Oregon is December 31, 2019.
,x0 PR()Ft
v.IGtNE- .
09. ,p
Lf 89200PE
-37, A_OREGON 4,
.0 14, 2P
FIR10-
EXFat
September 11,2019
Baxter,David
IMPORTANT NOTE:The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s)identified and that the
designs comply with ANSI/TPI 1. These designs are based upon parameters
shown(e.g.,loads,supports,dimensions,shapes and design codes),which were
given to MiTek or TRENCO. Any project specific information included is for MiTek's or
TRENCOs custoins file reference purpose only.and was not taken into account in the
preparation of these designs. MiTek or TRENCO has not independently verified the
applicability of the design parameters or the designs for any particular building. Before use,
the building designer should verify applicability of design parameters and properly
incorporate these designs into the overall building design per ANSI/WI 1,Chapter 2.
Der 200 -447146 - ..
Type Dry Ply Sege T4vra-FR3
,2045180 801 catiforesa Geiser 1 1 It6651268
Froboild Job Reference fespionag
West Beamed_OR-91005. 8240 s AAA 14 2019 Milek indosines.Inc.Wed Sep 11 154610 2019 Pace 1
113)W20 634.4 ir G1ySiS3wwrs&O A#7S YLw
-1-148 3-6-6 7-4-14 7-10-16 11-9.10 16 2-6 20-1-1 2-1-2 23-£-14
1 108. 3.6-5 3.10.8 0-6.1 3.1011 4-4.12 3-10-18 del 3.1 72
REPAIR FOR EXTENDING RIGHT END 3" BUILD FRAME AS SHOWN. _143.5
USE SAME LtAYMER AS PER ENIEERING,EXCEPT WIRE NOTED 2XS OF 42 WEB-PLATES IN( I,
ATTACH TO ONE FACE WITH T X.131 DM,GUN NAILS 2 ROWS AT 2`OC. STAGGER ROWS TO PREVENT
SPLITS- KEEP 2"MEMBER END DISTANCE
Qo 43__ 3s 6x42 =: 426
4 79 20 21 6 -' 22 • 23 1... (sX12) e
_.,,_
P.
3
if21dF14t5 -°a- .9
11. 24 7s 26 €6 27 2S 4�.-... 14 3 7* 33 30 <111 :.
L13524 LUS24 LUS24 _-..: LU524 636 _- LL1524Luiz Ltr;24 71 181m
toadLUS24 Lt+'S24 10524 1.0524
0-3-0
3-6-6 7-4-14 11-9-1a 16-2-6
20-7-2-4-7 2 4
36� 3-10-6 4-4-12 #-4-12 4-41Z 3-1-12
Plate Offsets.X.Y)- 0,6-1,Edge)
LOADWG
TCLL 25.0 SPAt:R1G- 2441 £SI. L (too t ckeA L l PLATES GRIP
Plate
(Root Snow-23 01 Grp DOE 1.13 TC 0 = V+ 1(LL) 4.16 15 >999 240 MT20 22E4195
TC L 7.0 TurnedDOI 115 BC 0,74 Vett(CT) -037 15 >763 180 MT18HS 2211(195
Rep S
BOLL 0.0 _ Suess
Ina NO 1 Florl(CT) 8-10 11 rate era
Code 18C2O1MTP12914 Mato 141 FT
COL 10.
LUMBER- BRACING.
TOP CHORD 2 4 Of No T - -G TOP CHORD Suocosal wood sheadtrig chtectly ambed or 3 01 cc HOT CHORD 2x6 OF No 2 except end verticals,and 2-04)oc (2-9-12 max.):4-7.
WEBS 2x4 OF Stcl G SOT CHORD Rigid directly edited a 10-0-0 rsr<:
rainglg
WEBS 1 Row al mad 6.72
REACTIONS. Widget 11-2021a 17=1915 0-88
Max Nora 17..74(TC
Max Uplift 11.- C 7),17---205(LC 6)
Max Gray 11=2124(LC 29),17=2212(LC 29)
FORCES. ( -Max Comp Ten.-All tames 250(*3)or less except wnen shown
TOP CHORD 2-3=_ SA):3-4=-3812511..4-5=-356513 7 7.5-5=-44122r'547,6-7=-1 207,
7-8--1 9 5912%.2,17..544 ,8.11-405112 3
8OT CHORD 1617=-28 ,15.16=-49/4412 111 5.-46413865,12.12=-46423865
WEBS 4-16= 5-16-_11721332,8-15=-24 61,6-13=1V447,6-12=-2447 2,7-12=-18t292
8-12=-21412262i 3.16=- 3,3-17=-31292381
NOTES-
1)Wad:ASCE 7.1O.VRdt•1 (3second gash Vasd.98 TCOL-4 2ps1;BCDL=6 OpsL 11=254.Cat t1.Exp 8,Enclosed,
MWFRS( )gable end zone cardever Loft and right exposed i end vertical lot and right exposed Lumber 0)0L=160 plate
gip DOL=1.60
2)TCLL ASCE 7.10 Pf.23°rest(ftd root snowy Cdogoy 11 Eatt3 FtNyExp.0.1 10
3) ed snow loads been for £p PR Op
4)This truss has been des'fix of nan rod We loadof 200 psi Or 2.00 threes Bat tool d 25(I psi on o g�, 'cS'
sip.
D'4thee,tre toothe teenage to to'�. ,co �,G1Ne /0
6) dates we MT211 platess 'mor pending
�' ?9 7)I �s � �a10.0psl M d n ctnc r anyt Wads 89200PE- r'
8)R Ties truss has been designed tor a eve toad o120 OW on the bottom chord ei a8 areas where a rectangle 3-6-0 t®_°try 2.0-0,
ide
wed N between()the bottom chord and art Wei taexadxe . " -
9)A plate rawsa+V iodation 01 has been wooled for the green Miter M1674430S i 1Q) to gritted)Iof lass to buss a ;-
CC
11) (by )o lass us Wand(plate�o"ding 200 fa etyma 11 aria 208 l AIM g: ,. OREGON t,
12)mpg,*17
al paw r dries not die sue the ion of me a top- /� '"� .>-
13)Use S' Tie LUS24(4-101 2-10d Truss,Sidle Ply£ r)csr exavalent spaced at 2-0,0 at max starting at
2-12 Iron the left end to 21.11.4 to connect trus es)8i beck face of bean chit.
14)FA al ned holes where hwiger is es coact
13)Mongols)or other connection&weed)sly be provided miriade to wawa,coated d(s)315 lb down and 140*di at
10-0-12.306 It doom aaad 143 bop at 12.0,12,271 b down and 129 at up at 14.9-0 and MI6 63 demi and 143 lb 48r t 15-11-4,
tit
wet 315 Ba 140 l up 17-11-4 on top awed: The des tr lectao w of 1 lion Mince(s)rs Me recto of
MOP 7
A*A _vw,o,defdgeF4r Armor.,atd REAA*Ora 13rr rim woo gYcu odrew41046414ti' 741140 t s
cheap.6.11.....t.01..thlkirtlic*tooredett MA damp 6 based ady tqft paremftera Wawa watt im tomfteift Wawa/temaftwam met arias era v e . 40/A as : otsMs s
s - 02far -0P+z�st paz, 00. ,. .y0/. .,-ed Waxing f -`:
-.-„ r aaf# car andcs us ,,. 7604./,..
Sarkty 1r1 2taw 7 S. Sot 212. .VA 2231a wog €060
Job labs Truss Type Qly Ply Bella Terra.FR3
MS MO eel Callestrae Girder 1 1
Jab Raferabbe baptereal
Predudd West. Berrvdntcvt,OR=OJ00 „ 8,240 s Jul 14 2019 MrTttk lodusutas,Ise Wend Seep 11 16>46:20 2111D Page 2
NOTES 14,JA2tHEsk4W3gPRUL1_[gb1ySt5nauWrSMKgSquDWk9$7ul�t0aw,M7SX/tReAvlie0J rxx
10 In the LOAD CASES)seclterL loads applied to the face of the truss are toted es trod(F)or boek(B).
LOAD CASE(S) Standard
1)Dead+Snow(balanced) Lumber Increaso.1.1S.Plato IncreaSe.1,15
Uniform Loads(pIf)
Vert 1.2.44,2.4..84,4.7 .64.,7,8.44 8.0..84 10.17.•24
Concentrated Loads Itb)
Veil;14e,68( }6o 2361Se 58(B)13.=58(8)6e23619...248 21.-201 22..248 24..7800 2Se.68(8)26..88(4127=.58(8)28.S8(B)29..68(B)30,.50(B)
31 •88(B)
A womm4'VwbydriftapwrxnuNasa end rw oNon 5 ON neeMO INN 110,0Runftta iteePieriA41A#M5teltgar 10910511105PON,115t
DONIS rt*d lot use only wee thac* tnnewtlw t tlws act or,It Wood only upon powwows Otuwn wad n tar on atdonbwti tkOdinngg pcn zct not 1161
a MISS*plea Rotate ,ttto butkiing ttasrgrwu ono wady tno opplItobitgyogdodgn par anoints ondptcpenycontour*thikdastjna Owanodal
Utlldog deogn tracing odkain'I to rooms buckling or tneknduol truss sorb and1ur chow'mornburs only daddokool tmnl otny and pmmonwN broo g
otwoys ruternd tar stabdity and 1n tadinpse wigs ate plasma missy and �y d fad nark o ro ing
tabtttutd rs.stet ,otactasn and bmort j rt utsssa rat w and s,tydttunt,ptnt ANSki t Grated t And fAGgl6keAdusg CoolonnotO get
lCtt►irt e d Etimaolaitt from Miss Plow Instuuto.21514 Lou%rotd Sudo 312 Atownntkwt,VA 211141..
.. . ,.
Tat Truss .
;Truss Type Qty Ply Bella Tara-FR3
K66512159
2045180 ' 1902 California 1 1
Job Reference(optional)
ProBuid West, Beaverton OR-97005. 8 240 s Jul 14 2019 Welt Industries,Inc. Wed Sep 11 15'4612 2019 Page 1
10;TA2tHE s k 4 VV3gP121.1Lr toblyStSrtiviCn7r1MVTEiTGWA3Pl.5a:9,1.45093 eTMICT73ElyaKV
,1,10-11 4-6,6 9-4,14 9.10-15 14•0-0 18-1.1 18-7 2 23-8-14
1-10-8 4-6-6 4-10-8 0-6-1 4-1-1 4-1-1 0-6-1 5-1-12
FIELD REPAIR TO EXTEND RIGHT END 3", ATTACH ONE 2X8 DE a2 ADD-ON Scala_-.1,43.5
TO ONE T ACE WITH 3' X 131 DIA GUN NAILS 2 ROWS STAGGERED AT 4*OC
KEEP 2 MEMBER END DISTANCE ALSO ATTACH ONE 2X4 DE al&DTR VERTICAL
ADD-ON TO SAME FACE WITH 3"X.131 DIA.GUN NAILS 2 ROWS STAGGERED AT 2'DC
KEEP 2'MEMEBER END INSTANCE 4c4.11"2X4 TIGHT AGAINST 2X8 Spacial
cro
3x 4
4.00 12 4 1B 19 5 20 21 22 23 5
4X5 I,
7
3
.9. „
TIGHT
, 3115 11 1., IC' FIT
2
01
---.
.
12 10
14
l'A 11
4x5 il
—
3x8 -- 3 4x5 x8
0-3-0 '
2X8
9 4 14 111 1-2 23-8 14
84-14 0 2-4 4-1 12
Plate Offsets(X.,Y)-- [7 0-3-12.0.2-0],[10 0-3-4.0.0.81
LOADING (psn
SPACING. 2-0-0 CSI, DEFL, al (lc) Udell Lid PLATES GRIP
'ICH 25 0
(Roof S --25.0) Plato Grip DOE 1.15 IC 0.77 Vert(El) -0.1.1 13-14 >999 240 M12(7 220/195 now-
TCDL 7.0 m Luber DOE 1,15 BC 0.53 Vert(CT) -040 13-14 >691 180
Rep Stress Incr YES WB 1.00 Horz(CT) 0 07 10 Ma n/a
BCIN, 10.0 Code IBC2015/TP12014 Matrix.SH Weight:120 lb FT-20%
LUMBER- BRACING-
TOP CHORD 2x4 OF No l&Blr G TOP CHORD Structural wood sheathing directly applied or 3-0.3 oc purlins,
BOT CHORD 2x4 OF No lictltr G except end verticals.and 2-0-0 oc purhnS(4-4-0 max.);4.6,
WEBS 2x4 DF Sid G SOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing.
REACTIONS. (in/size) 14-1285/0-5-8,10--1276/Mechanical
Max Herz 14.89(LC 11)
Max Uplift 14--243(LC 8),10-.195(LC 9)
Max Grav 14=1668(LC 31),10--1505(LC 31)
FORCES. (lb).Max Comp./Max,Ten..All forces 250(lb)or loss except when shown
TOP CHORD 2.3-250/69,14-2408/319.4.5.-2217/328,5.6..1574/291,6.7-1721/279,
2-14=-492/131.1-10.-1459/247
BOT CHORD 13-14-332/2278.11-13=-31012201
WI I3 3.13,1091277,4--13-01255,5-13-193/317,511.-8341174,3-14-2392/408,
7.11..200/1637
NOTES-
1)Mod:ASCE 7.10:Vutt.12Ornph(3-second psi'Vasd.95rriph.TCDL.4 2psf,BCDL.6.0ps1;h.2511:Oat It Exp 9:Enclosed:
MWFRS(envelope)gable end zone and C.0 Exlonor(2)•1.10.8 to 1-1.8,intent:f(t)1-1-8 to 5-3.12,Exturlor(2)6-3-12 to 23.8-14
zone;cantilever left and nght exposed;end vertical left and right eXpaS0CLC-C for members and forces&MWFRS for reactions
shown:Lumber DOL-1.60 plate grip DOL.1.60
2)TCLL ASCE MO;Pf.25 0 psf Mal roof sneer):Category II:Exp B.Fully Exp:CI.1.10 ,(- PROP
'?xt.' c'
3)Unbalanced snow loads nave been considered for this design.
4) ihis truss has been designed for;teeter of rain roof live lead of 20.0 psi or 2.00 times flat roof load of 25.0 psf on overhangs Co ‘AGIN4--(., /0
non-concurrent with other live loads. ,:s., . ,
,....) ^z' .4..
-r•-__
5)Provide adequate drainage to prevent water ponding. •44 -3,_...
0) this truss has been designed for a 10.0 psi bottom chord live load nonconcurrent will any other live loads_ ' . 89200PE c
7) 'This truss has been designed he a live load of 20 Opsf on the bottom chord In all areas where a rectangle 16-0 tail by 2.0-0 wide
will ill between the bottom chord and any other members.
8)A plate filling reduction of 209C has been applied for the green lumber members.
9)Refer to girder(s)lei truss to truss connections,
C3 Ct
10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 243 lb uplift al joint 14 and 195 lb uplift REGON
al Joint 10, *7. .11,/
-7
, ,i,... 0
ist..
1-2 1 11)Graphical purlin representation does not depict trio size or the orientation of tlin palm along the top and/or bottom chord. 0 )' 14 2-0 0., ..--'
12)Hangnr(s)or other connection clovice(s)shall be provided sufficient to support concentrated load(s)180 lb down and 84 lb up at
9.11.11.1151b down and 0814 up at 12-0-12.206Ib CloWn and 125113 up at 14-0.0,and 115 iti dovm and 88 lb up at 15-114,and FIRIL\--
236 lb down and 178 lb up at 18-0-5 on top chord. The design/selection of such connection device(s)Is the responsibility of
others.
13)In the LOAD CASE(S)section,loads applied to tea face ol the truss am noted as front IT)or back(H). EXPIRES: 12-31-Z019
September 11,2019
raiiiiifitlphilairard
Aniamiamer _ .. _ maimaimmumanidentie ,
11l4RINIVG Vert"deur par etrwrete add WAD NOTES ay nos ANO INCluoi o mu E•I aril-pima PAO-114.-71).1rav I00.92014 Of FON(+AC
lilt
Design veld la use only of kh lake,*connecter-% 1ivs design Is based only upon pentagon shown end a Mr en 1101,k/uAl baid1119(0.4301,4M1.4,1
a buss system-Fedora Use,the ameba)dewier rant wooly On appitabay ef dinar pawn:ices and property Incorporeal tills dasain ado the owohl !
Wilding Otago Felicia)gnawed a to prevent bucking el adradual duds web norder amid members only Adcbuonel temporary and immanent bracmg MiTek.
• a always rimmed lor saltily and to prevail collapse AO Rotel*pommel 1r4w9 and pnoarty damp fa round gatlenco tweang Ow
labeitabnmAaataga.clammy,election and bracing alfM11110%tire)trues*rearm_ant ASSARPI7 Ourift Crawl*05/3eN on4118CSI libikling Campanile, 250$Jo.Cerk .
&Oily Warmation madabla from II F.ers PM.)Irwitol.,1141N I we Serval,Suiw 317,Alexandra,VA Um co..eio.CA 9Z8110
_....ateawea—
krta Truss Truss Type y Ply Bette Terra r FR3
!851289
2045780 802 Ca Worm 1 1
Job R k ILe(optioned
Prated!kt West. Beaverton,OR•9700S. 8:240 s!ce 14 2014 Mack ltatforallefa. nc, Wed Sep 11 15,4612 2019 Page 2
1112At2diEsk4W _ oblySlSP-eareCri VIEzTG *sabtlwetid.eTear t`? iXV
LOAD CASES) Standard
1)Dead.Snow(baled):Lut1vber hlcr se=1,1S,{date Increa l.1S
tJnstarm Loads(pip
Vert:1.2,-.64.2 4�.E.�.4-6-.64.6-7-.64,7;8..64.944..20
Concentrated Loads(B}
Vert:5w-139 18.-81 19.-48 21®-48 23=•13703)
j,M4044048-%Amy and BEAD oreo r5 44i m,s mil OWL uoidwrtor ortrit€k-f PAGE/4444173 to.tormor 84100024 USE.
Damp velar ha v*e w y malt PAPA .The m Wee mei epee paratesero elmert,me ler an aramettatteaMtp
•ftm a Berme 000 Uw 10001409 d0,0900t 00.01 sway iM spec ato MT at damp pdramrirvs and oreptity intememet 8sn dream.ate Ms mama
beltimg demo,Brecaaj eakeltatto to prewar bucket"d traireeme Mee met a ewe„meters arty Adotiteme temporary mei rametment bearing
le sr ra mete prows �f papa poseur awry end#xapar 'Mere
,omega damey rmti�of aM s ! � r OW me S19u "CAR
ZSRO
S$ y irrtomaafurn imitabbiAMOT THU5t1BWO knriurfiro,:214 Al Lw Sirg44,Soto 31R Akwraw,VA 22314
"Russ Truss Type
lob Tn Bela Ted,FR3
KE651290
?i11.5780 803 _ 1 1
rah.Reference Mprenag
t, Beaverton..OR 97006 8.240 s ad 14 2019 Phlrek industrars.Mc. Wad Sep 11 15.46.24 2019 Page 1
totAEtirEstc tar_rgel - 1rerfr
-1-10-9 4-5di -14 11-10-15 14043 16-1-1 10-7-2 23-9-14
1-tit-8 4 -6 4-10 2-6-1 2-1-1
2.1.1 ,-1 2 6 y 12
FIELD REPAIR TO EXTEND RIGHT END3". ATTACH ONE 2X8 OF 12
Scale r
TO ONE FACE WITH 3"X,131 DIA.GUN NAILS 2 STAGGERED AT 4"OC. 1:az a
KEEP 2"MEMBER END DISTANCE ALSO ATTACH ONE 2X4 CIF t1aBTR VERTICAL
ADO-ON TO SAME FACE WITH 3 X_131 1XA.GUN NAILS 2 ROWS STAGGERED AT 2-OC
KEEP 2-MEMEBER END DISTANCE.CUT 2X4 TIGHT AGAINST 2X8 Speen
soma
4i .-.-. 8
WS -
4OD 12 Ira _::
25
19 �; 21 22 :a 23 24 7- - 2X4
5
43$ ._-18 9
3
TIGHT -11:'t
'� 3 ,. FIT
1T
2
a.
cis - r
.
14 ,-11
tfi 15 12 12
536 :- 1 _. OW5x12 0-3.0
2101
1t 19-7-2 23-8-14
9-4-14 4,2-E 5-1-12
LOADING SPACC 2-0-0 CS!. DEFL. to (loc) Udell Ltd PLATES G11P
TCLL 26:0 Plate Grth DOT 1 16 TC 0.63 Verl(LL) -0.14 13-15 a999 240 ti1T29 220(195
Roof Snow.26.0) Umber DDL 1 16 BC 0 S3 VR1(CT) .1).41 1S-16 180
TCOL 7 0 ,_,Sass Inar 'YES WB 0 91 Harz
BCLL 00 (CT) 0.08 12 rYa Na
DL 10.0 Cede I�11SJ1P12014 -5H 126Ia FT=
LL BER,
TOP CMORD 2x4 EIF No'MEW G TOP CHORD Saucturat Wood sneadeng directly angled or 3.7.14 oc pants
BOT CHORD 20 OF No taA*r C exrc 2-0-0 be (3.9-10 max) 4.7
WEBS 214 BF SKI G BOT CHORD a .3.;.-,,or 6-0-0 arc tX
WEBS 1 Rxw at maipt 3-16
J S I Brace W Jt(s) 6
REACTIONS- size) 1 6-1 31fd0-6-8.12=1311itterdiarecal
Max Horr 16.73(LC 491
Max Up*..1rn-254(IC 9, 12--201(LC 9)
Max Gray 16-18360.0 31).12-1140(XC 31)
FORCES, tau Max Centpidax.Ten.-Al forces 2501tl)nor less except atm shown.
TOP CHORD 2-3=-2900S,34-289 1.4-6=-270V915.8-1%194 .7-9'- 5.
2.16-.6 34t177.9.12 i-16951482
BOT CHORD 1S-16=-53 02572.13-15--739#2586
WEBS 3-15=-1 54.4-15 26O,6-16-260211.6-13=.853059,3=16-2666- 57,
9-13--62312071
NOTES-
1)Vand:ASCE 7-10:VIA-120/101 0-second glrp)Vasd' - TCDL-4,2pst ECDL46.0ps1;11-25h Cat el Lip B. ,
MWFRS( )gene errs zone nth C-C Extenortzt 1-10J1 to 1.1-Et. t1)1-1-0 to 7-8d7.Eieleattw(2)1-8-0 to 20-4-0,
(1)2040 to 20414, (2)20.8-14 to 23-8-14 zone cantilever lett and r end let and nip
e -C-C he ihmeeres and k rces&MWFRS kr reactions Tata Lumber DOt.1 60 plate grts DOI r 160
2)TCLL ASCE 7.10.P6.26.0 psf Int root snow).Category II.ET B.Fteyr E:lip.C1.=1 10 ti) PR OFL.
3)tiobetanced snow loads have been cemented tor this
4.
TI
) i s 8dr tN 1r 1 i t 20:o psl or 2 1 I c1i 25 4 pot en ov: ,,,, V Gl NEE" /0_
6)Proven effective Manage to prevent eater pending "itr -10"-
6)Tres truss has been designed tar a 10,0 pot Wean chord We load nersorturrent oath any Ct. 9200PE r
7)-This truss has been designed tor a&waned or 20 Opst on the bottom chard 51 at areas where a reetwigie 3-6-0 tall by 2-0-0 wide
*1 re between the bottom chord and any other members
8)A plate rating(edictal of applied 10x the Me green tartar rnembers,
SO Refer to gr dens;for truss to truss connections 0
Cr
10)Pr mechanical coviecten Icy )or/TOss to bearieg pole cierallistending 254 It uptth at pee 16 am 201 lb Tell IP .. OREGON�b„ kt
at' 12
11)Graphical pobn re(xesentaunn does not depict the sere or the arlentetiort at the puha along the top and r bottom chord rQ 'Q " 14. 2d '.
121 .rlgrr(s)or washer connection a celst TM re fx to ated keen)1ST lb down n and 86 lb up at t� '45 `
12.410.and 216 and 154 W at 16-0.0 on top The s lfx1 at such dowels)is late r,t R I LL.
resporntiatty Mad
13)Mite LOAD CASEtS)seebon loath to the tam et the ems ate noted as trant(F)or batk 18). EXPIRES: 12- 1-2t119
LOAD CASES) Standard September 11,2019
woo as nave 2 __... _. _ 1 M.
A nd# -Vainly dour paraoriersat READ MOTES ON INFS Adit4 MilettlitEDINIEK: PAC(AiNalli re*,NOWAYS WOW OS£. -
Deur YaN l8Taair wwwwww.1194 Wily is twiwil 616114,41pot and a tat,
it s-***ream Stir eV,4m1 *Ott liar imprifwablitrit Wimp 77wwww^ ft*0404
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5*5 : a and t* *wg Ws-awl ow witn a#e�r ry�. ,end BC3a C .y
times Toms .219ri t evi... .Ill iA73J'a
Joe Tn(ss Truss Type City Ply Seas Terra-FR3
k6651290
21:0152 1 3 CaNhtnna
k*Reference(o
rrro1cs 1 Wet. Beaverton.OR 97005. 8.240 s AA 14 2019 Maek Induseera Inc. Wed Sepli 15 44 29 2019 Page 2
10 rlySt5h-F t.fsautelsprftet. Wy 0wX8Cs nr ye s
LOADCASEf$ Stwxlard
1)Dowd+Snow( );(unbar ht oa5 1.1fi,Plato Incnhsa 1.16
Uniform Loads(ph)
Ven:1-2.-64,U-4.44.4-S -6r4,4_7'-64,74..64.7-0.-S4,9=tt} 4,11.3S+-c20
C011C01100100 LOBOS(913)
Vert,22-7848)24a-137#81
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flcsiFys reset for mangy witty(ATako.c.. Dad dinar n bawd r upon p //Sawa sat 6 int an runnpotataa rot
111,
§u%cy m:6 ryas,the budding Lardy Ihe eppektienty q(ebrAin p ens rao V*sense
tr#an dvenyr. BrAand oatmeal'es to eAvedte beetnag at nakeduat wins nob todint ur.,rn way ASSatatal en.potay end pot
▪dinayr rcnatrad#or nabdity ad 10 prow coespetiveh prA4A.peeedred#nary ands .., F oa at godanco rdwg ten
ganstabon aaroge Ewa.onnten and bracing or Mann and Yu€a y Crearw.DS8 dt
.Sa.ey nJarn o..en v leave.Pew inswee.2IS tt end Sewn,Sued 312,Attettnent.VA 22374 _.
Job Truss Truss Type Oty Ply Bebe Terra.,.FR3
1(6651291
2045780 , 804 Common 1 1
Job Reference fopTiona0
Profluild West f3eaverwl,OR-97005 0,240 s Jui 14 2019 3.6Tek Industries,toc Wed Sep 11 154626 2019 Page 1
ID:JAZTHEsit 4W3gPRIJI.r_NblySES,N9C4-.1F4uDOk_g54211EDUFIGPIn49XY151-152/-fefODCyrfXR
,1,1e-13 7-1-9 144-0 20-108 734-14
1-10-0 7-1-9 6-10-7 6-10-8 2-10-6
Seale e 1:•41 7
FIELD REPAIR TO EXTEND RIGHT END 3". ATTACH ONE 2X8 DF*2 ADD-ON
TO ONE FACE WITH 3"X 131 OM,GUN NAILS 2 ROWS STAGGERED AT 4 OC
KEEP 2'MEMBER END DISTANCE. ALSO ATTACH ONE 2X4 DF 11ts8TR VERTICAL bre =
ADD-ON TO SAME FACE WITH 3"X.13/DIA GUN NAILS 2 ROWS STAGGERED AT 2"OC
KEEP 2'MEMEBER END DISTANCE CUT 2X4 TIGHT AGAINST 2X11 4
17
4 CIO 1 2 7 5
15
4114 '8 346
3 5
air
ci - _ 2X4
TIGHT
FIT ----,
316
2 • 7
o
' oZi
01 ,
0 ,... -.-.12 la 20 11 10 516 -
it a
13
344 = axe = 3x4 - 0-3,0
3716 --
2X8
9-7-14 16-4-2 13-8-14
9-7-14 B-9-5 5-4-12
Plate Offsets(X,Y)-- (90-2-8.0-3-01
LOADING (psfi
SPACING- 2-0-0 CSI. DEFL. in doc) Weft Lid PLATES GRIP
TCLL 25,0
(Roof Snow26.0) Plate Grip DOL 1 15 IC 0.61 Venal) -0,15 12•13 >999 240 MT20 220195
=
Lumber DOI_ 1,15 BC 0.54 Vert(CT) -0.46 12-13 ›605 180
TED& 7,0
BCLL 0 0
Rep Stress Incr YES W8 0 39 Horz(CTI 0.05 9 rita nla
'
Code 83C2016/TP12014 Malrix-SH Weight-117 lb FT=20%
BCDL 10.0
LUMBER- BRACING-
TOP CHORD 2x4 OF No 1&Mr G TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purism,
BOT CHORD 2x4 OF No 1 xiBtr G except end wertir.als.
WEBS 2x4 OF Sid G BOT CHORD ,.. i ceiling directly applied or 10-0-0 oc bracmg
WEBS 1 Row at itudpt 3-13
REACTIONS. (hisize) 13-ill 0-5-8,9=999Mectianical
Max Hal 13-67(LC 12)
Max Uplift 13=-194(LC 8),9=-108(EC 9)
FORCES- (lb)-Max Comp./Max Ten.-Al forces 250 Obi or less except when shown
TOP CHORD 2-3=-405Se,3-4=-153511N,4-5=-1091(174,2-13=-457/167
ROT CHORD 12-13.-22271599.10-12=-79/1027 9-10.-123/798
WEBS 3,12=-373/203,4-12.41,612,5-10.0566,3-13.-1400/221,5-9-1287/1:,
NOTES-
1)Wind ASCE 7-10;Vu11.120mpri(3-second gust)Vasd.95rnph.TCOL-4 2psf,BCDL.6 OlItsf;h 25f1,Cat It Exp 9.Enclosed,
MWF RS(envelope)gable end zone and C-C Extenor(2)-1-10-8 to 1-1-8.Intenor(1)1-1-8 to 11-0-0,Extenor(2)11-0-Ole I 7-0-0.
Interior(1)17.0-0 to 20-8-14.Extenor(2)20-B-14 to 23-8-14 zone cantilever left and right exposed end vertical left and right
exposed.C-C for monsters and forces&MWFRS for reactions shown,Lurnter DOL=1,60 plate grip DOL.1.60
2)TCLL-ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II:Laps-Fully Exp;Ct=1 10
3)Unbalanced 5f10111 loads have been considered for this design
4) This truss has been d 'esigned kr greater of min roof live load of 20,0 psi or 2,00 brnes flat roof load of 25 0 psi ors overhangs
non-concurrent with other live loads, .kkgi P R°Fp,
5) This truss has been designed for a 10 0 psI bottom chord live load nonconcurrent with any other the loads
6)'This truss has been designed for a live load of 20 Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tabby 240 rade
will lit between the bottom chord and any other members.with BCOL=10,0psf.
7)A plate rating reduction of 20%has been applect for the green Limber rrernbers
8)Refer to 9rder(s)for truss to truss corinei_tions CC :9200P
9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 194 lb uplift at joint 13 and 108 lb upkft
at joint 9. 111111011../#11F, .
C) ...,
7, dr_OREGON
,..- -.7. ,,.. tA•
/ 4 k
0 14 '2-- —r
,
d'ffisR11-k- 'v'
EXPIRES: 12-31-2019
September 11,2019
,.•
A WARPING-Way amp pormioars end READ NOTES ON PCS AND INCLUDED JAREN REFERENCE PAGE AS.7473 rev 742011,75 BEFORE USE
Deseirs solid ler use only oariiilTali onnerlors Thil drain Is Mad only upon powwows sham.All 0 for an meloodua buildra eameaml.ml , 1 a euss system Beare use,la laang desmina rnusi wort!),the amiwobiloy of&sig.',p.samours and property Incaporate eras des9n rox loo am al
building design &acing inlaotod is in prevent tor-kling of ridoulial Voss mob WidiOlf Itcrd u..,,I....only Malone terlvoay and pormenoril breirail
M.15 allays required for stolidity and in premet colopse mil possiW personal op-ry and property da-inor Fa a soodariee ago-ding too
lotroasen,stooge,delawy.,melon ond hoion9 et Moors and trim syranse,see A/71a7P77 Colieri;Meal and flocs/Boalalosi Componoll .
Salvey Inknenetion ow '' lore Taos Palo Fraitiaie 218 N IonSoria.Soap 312 4kaandra VA 22374
Symbols Numbering System A Gener
PLATE LOCATION AND ORIENTATION
s, 4 1 V Center plate an joint unless x,y 6-4-13 dimensions SilDINT1 in ft-in-sirteerths Failure to Follow Coulu
offsets are indicated. (DraWings not to scale) Damage or Personal Injury
EMI Dimensions are in ft-in-SiXteenthS,
lil;Il Apply plales to both sides of truss 1 2 3 1, Addeonal stability bracing for truss system..
and fully embed teeth, datyinall a X-tracrig,is arrays required.
TOP CHORDS
MrniaiMIIIIMMINIMMIlle 2 Truss bracing rraist be designed by an engineer_ .
0- 16 wide truss spacing_individual lateral braces therriseNes
R' 101 1151111044; . maretlike bratceing cr.alternathre Tcr I ,
0
S 0 3 Never exceed tre ciesagn load- shown arid never
LI 5 stack materials on riwaced misses
inadeRwietY
O.
0 a.
1... 0 4 Provide copies ef this inns design to the buil%
.:7 6 (.),.. .7
For 4 x 2 orientation.locate '-'''' r- designer,erection supervisof.property owner aro
BOTTOM CHORDS all Geier ormaresteci parties
plates 0- re from outside
edge of truss. 8 7 6 5 5. Cut members to bear tightly against each Wier_
6. PlarP plates on each face of truss at eacti
—,....., This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE jowl and embed fully Knots and wane alarm
required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regliated try ANSYMI I
connector plates. THE LEFT.
7 Design assures trusses will be suitably protected tram
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT eV envirarrent in accord voffi ANStrt PI 1
Plate location details available in MITE*20120 NUMBERS/LETTERS.
software or upon request. 8 Unless otherwise noted.moisture content of lurneer
shall not exceed 19%at lane of fabrication
PRODUCT CODE APPROVALS 9, Unless expressly netted his design is not q4siu4ie for
PLATE SIZE
use wall fre retardant preservative treated,or green lumber
ICC-ES Reports:
The first dimension is the plate 10.Camber is a nen-samara conderation and is the
4 x 4 width measured perpendicular ESR-1311.ESR-1352, ESR1•,:'; respansibilty of truss fabricator,General practice is to
to SlOts.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection,
the length parallel to slots.
11.Plate type,see oneruaon and locatian dimensions
indicated are rasaTum plating requirements
LATERAL BRACING LOCATION
12.Lumber used shag be of the species and size,and
in all respects.equal to or better than that
Indicated by symbol shown aridlor
iiell
Use T or I b
t. racing
if indicated- Trusses are designed for wind loads in the plane of the
by text in the bracing section of thesPecitel
truss unless otherwise ShOWn. 13 Top LI ii ils must he sheathed or wins plaided at
outpu
spacing indicated on design.
Lumber design values are in accordance with ANSI/TPI 1 .
Bottom chords require lateraf Draung at 10 ft spacing.
section 6.3 These truss designs rely on lumber values 14,or less.it no ceiling is installed.unless otherwise noted,
BEARING established by others.
15.Connecuons not sham are the responstity of others,
Indicates location where bearings 16. alai truss member or plate telex:as p-br
lik14 (supports)occur. Icons vary but 2012 All Rights Reserved abb an
11.1.111- reaction section indicates joint Do MI an cr
G iitTe4t0 roYar of entalleer-
INIKINL.11 Ill 11 number where bearings occur. 17,instal and load vertically urttess ridicated orhenase
Min size shown is for crushing only. 111=111•1
....-,..-_-... a ' 18.Use of green or reated lumber may pose unacceptable
envircrmental.heath or performance risks Consult with
()two engineer before use
Industry Standards:
ANSI/TIDO: National Design Specification for Metal 19 Reves al portions of this design tfrant hart iliacts
Plate Connected Wood Truss Construction, arid pictures)before use Reviesving pictures dune
ID is rxx sufficient
DSB-89: Design Standard for Bracing.
a II a rt
BCSI: Building Component Safety Information, 20.Design assures manure/11re in accordance with
Guide to Good Practice for Handling 111109 1 k ANSLTPt 1 Quarry Criteria.
' Installing&Bracing of Metal Plate
• Connected Wood Trusses. MiTek• Engineering Reference Sneet,MII-7473 rev.1003/2015.