Plans (60) tisTA-of -O�S-oj
`f0 se,ti seti'i (ay.
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CITY
,r jam.'-"r COPY 1 °w.I �7 q f i r t `V
ill
13-10-00 vR . i�5
f SPAN 1' D.R. HORTON ✓
PLAN 3710 "B'
R/S G/E -ter
' GARAGE LEFT
lc �`e yI 'o
0 o A'i 1 \ I �� o
0 0 - s'l � i co
5_8:0..___ i Al-
1. __ __._ —
4 I_ 21-10-00
C2 SPAN
I
AX
CS
— i _l
• 1-__ ---,
A-
3 r
cyr
2 7/12 PITCH
6.5 4
`' 251 LOAD
1-0 O.H.
a,5
,5 6 ,
DrAG TRUSS 30001 7 DRAG TRUSS
s
ARIEL TRUSS
10 — 574-7333
. Cr. co
c,
10' R,
— —• C' I�-- -- — 1---' . mDRAWN BY:
0 ,' B CHUCK HOLT
JA1 :141m f II4-0 L.G.T.S.B.
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..
r, , l.i.. !...s' LH' pt VENTS 46�
s hu�'2G
a .11 c BLOCKS 46_
J JACKS F� H-CLIPS 90_ n3 LA,x, ,
'4-07-00 HANGERS
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K 11-01-08
si SPAN
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13-10-00 D,R, HORTON
f SPAN PLAN 3710 "B"
G/E
,F- R/S GARAGE RIGHT
_ ;
imiskilhi",, 3P
— - p O
CD 1
21-10-00 a ;.
SPAN C '
ei 1
I ID 12
fietk I 13.--
I 14
7/12 PITCH
2 25# LOAD
1-0 Q.H.
C3
6
DRAG TRUSS 7 3000# DRAG TRJ3S
C3
• ARIEL TRUSS
o e &
10
574-7333
10' DRAWN BY:
r _-. .- -.
r° 8' I I � I I CHUCK HOLT
So 11111110r, z ,3 ' 1
G i 9 ,
Fir '7
1 VI
co
Y ti �I i #i 4 -0 L.G.T,S,B.
` '
VI
�� S� VENTS 46
JACKS BLOCKS 46_
'4-07-00 y o H-CLIPS 90_
SPAN y 11-01-08 HANGERS
rt
s SPAN
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MI
. mna
MiTek6
MiTek USA, Inc.
250 Klug Circle
Corona,CA 92880
951-245-9525
Re: DR HORTON PLAN 3710-B
The truss drawing(s)referenced below have been prepared by MiTek USA, Inc.under my direct supervision
based on the parameters provided by Ariel Truss Co..
Pages or sheets covered by this seal: K1276758 thru K1276776
My license renewal date for the state of Oregon is December 31,2016.
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
.<(OG N Fq 4-S>
c 89782PE 9r
..4. -74, o��Q'
1/.4 64AY i5 2 e
PA U L rt
7EXrIFtE 1.-'-c- o16
— June 25,2015
Rivera,Mark
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer,per ANSI/TPI 1.
This design pr'),red fr^m .m)uter inc_ut c,
GREG ARIEL T".U.3F
IuoE":. LIZ.IFI .TICKS ThUrS SP..N 13 - 10.0" 21C 2012 11AX 1iE71FER MACES 9 /:'DF/C^ 1.00
TC: .' DF '11&ETR 101.0 DUR1TIC0 IN-75E:-.1r. .. 1.15 1-2=1. 0) '7 2-5=(u; -70 .7-1'-(1.1 326
DF 41....T5 ',PACED 24.0" 0.1. 2-'=(-S 1) 0 5-4=10) 170
-
•1005: 4 DF .--T1410
lf,..DINS
TC LATEP_.L SDPP^RT 12"CC. Uro_ LI.) 23.01107.) 7.0) ON TOP C11-111D - 312.0 PFF
C': 11.100.7. :UPPc.NT = 1:"CC. $00. DL ECTTt.I' -11.40 • 10.4 020 ::E3^.ING N:-: -EFT IA) NOES BR., REQUIIE0 BOG AREA
TOTAL LOAD- 47.0 037 LOCATIONS REACTIPNS 00?.CTIO02 212E ^..IN. (SFECIF.:
t0'- 0.0" -.,7/ 71"- -63/ e711 5.10" 1.1c IF 1 615;
E':,4517F_: 12.^" 0.0" - of
.,n �: .:SCE 7-10, 2.`- PSI' 3no�»(Pa) 1'.'- 10.0" , .. 0/ OH -.50" O.o1. DF ( 6.:F)
C"'"1., Ce=1, Ct=1.1, I-1
10111101 oTOIAGE 1,-CO NOT APPLY DC10 TO THE 2PATI2L ":'E'TICAL DEFLECTION LIMITS: LL=L/240, TL=L/loo
9E UIREMENTS OF IEC 2012 AND IRC 241: NOT DE2113 1fET. M0'' LL DESL - -0.002" c -1'- o.0" P:11 zed = 0.100"
11111. TL CC.EEP DZFL = -0.uu3^ 4; -1'- U.n" A1Lcar.' - 0.112"
LC°TTC!!CHORD CH2^KED :O^. lOPSF LI"lE LOAD. TOP WC..TL CREEP DEFL - -a.OF:" a 6'- 11.0" 311 ;e•: = 0..71"
AND EOTTOM CF."='.D LI-E IA?.72. ACT 110N-CON101..L0NTLY. MAX TC Pe_IEL LL LEFL = -0.055^ a lu'- ?.2^ All,4ir1 = 0.4:'"
MAX HORT.). LL 02FI.- 0.004" a 12'- 7.0"
MAX HOPIZ. TL D07-L - O.0u9^ t 17'- 7.5"
Fin.:: 120 mph, h-13.2ft, TCCL-2.2,ECCL=6.0. ?'•:E 7-10,
(P.11 Heights), Ent 1_1.4, Cat.C, E..p.1, NWF2(Dir).
-11 a-11 1 aJ 'urati.n factor-1.:.,
ed
12
12 int'the -!plan .0fthe:rir 1 .11 .
7.07 17. II1�-4x4 7.c0
3 9.0"
'V
�1 N
c.i
or- II
C u O
I
5 I
O
0 1 11-1.`;14 1I-2.5::+
I1-2.5>:1
1 l -11 y
e 11 ,k0) PROP!y y y � �NGI
1-00 1.,-10 1 °
29
��/997782PE c-
J
SGB 140112: C GC+:T H PL?.N 3710-t. - .:ale: 0.1224 i�1r �.. j7
1111111
WARMJOS: GENERAL NOMA oaWearorwmenoted, `•.' OREGON �40 Q`
1-adder end erection ae*54Wamid tocaned a1SGenetsWelee 1.TNsdesign isbe.eera upon Mepene WersMemend sB.anitao.al 2�
Truss: A2 and+!ming.before aanur�aan comment... building ansa ere App4abeer of design parameters propere/ Q
2.�.mmpne .a66.dngn�les�eaeese�ra�a meg« the canna..at. o �eladrdO,ed.a,.r y Al , .. te/
3.Additional lempor.17 bneitg re here steady during Wnesuedon 2.Design ndaaess5r repand r.botto chords.bra.
to t Yar b brwde
sthen.paWbl.Y ofero erecta.Ad4Nanelpermenent bnes<g of zo.a sna at taea resp�cb+Mlmood asollagaa.gnd.dryart their a198C1 V
continuous Imaesaae5enr!acre bream required
enMwhere shown ed,>na � '''''''A UL A\
D.-.TE: 6/25,2015 ereaaaaswaunrdun+�e.rse,IHrormebueerod.a4pla. 3fortmpwa+eglnomam.laaa:gnmrenennene50""
SEQ.: K1276759 4 No be spread reanrcom7.amaelsae eebnara2.w 4.Meal..or truss is the Design ..aa we le 4rtabillty 5.. a=beam.
een.
• �alerorow.empla.and etrodm.areuaany aa.westa and wler'dry malice'515.e.
TRANS ID: LINK deign bade hap..toeacoma.rn. 5.Gramassumes aabearing elaasup.ermm.Mena+.wa+l EXPIRES: 12/31/2016
5 Cempult.has no Caned over Me Maw.ne reeporetati M Me „papeq.,
fabricaa.landarg.shamadand aneade"aaom enters. Design manes adequate drainage is preneted. June 25,2015
0 175.4.7.507.550*7.0 5..b$5475 57.550t4.06araby a Metes*all beloon.orboth feces otrues,end paced adaba.n«
TOIWICA e,SCSI,55751*0!.10*,s4 000054,04 upon request. 5115.0*4W 5*) 0555751 15150
9.Ogesiaawae We of Plate H ashes.
MITr
Wok USA,In JCompuTns SOBwere 7.65(116a 0 10-Fbasic eenne0or pate Oman•acrpaga
es ea EOR-1311.050.150E n
This d+<ir•n i revered fr..e c •at-utcx ir,,ut
010•,;.'IEL T7.U210
LDH:ER .I..CI FI.1::TI^1fS
C• IF ;167:TF T 7L;, Sl , _1'- 10.0" III 2012 1111`((^.EMBER EOT.CES 4WR/GIF/Cq=1.00
32:4 :`142T6 1.:5 14/1:.TION INCE..:=;5E 1.12 IN•n-I=r) 1- 2=1 0) 56 2- 9-(-1321 27:2
00ES: 2.:4 DF 01200; SE=CED 29.D" >.C. -3:.) 100
2;:: DF SSA 2- 3=(-3032) 122 '-10=( --)1 251E .- 1-( c) 204
LC'aDING .'-.J 9 1-2'22) . 10- --(-2i::) 35:0 4-10-1-1271 1'.12
LL( ;.5.^:+DL( 7.0) C4 T1- CHG.D- 32.0 5.r 4- (-1750) 31,, 10- 5=( -4:1 170
TC LATER-_ -UPPORT 12 UfN. DL IN E.1TT9 CE::0= 10.0 5.2F 5- 6-1-1750) ?7_ 10- P.{ -.4) 252
BC LITE"\,. 7000r'T - 12":''. Ui,N. 7-{-937: '7;
VEAL 1.1(dD= 42.4 PIE 0)
_-- _ LL ; 1-F Or and '.n:•w 11g:
N r` PACL1G 7,1 G.2 UGN. FD.«. :.DUL: PC UNIF LL+DL- 20.0 TIP 13'- 10.:'" TO 21'- 10.0" --
ALL IL::: TIT CHG.D 1E NIT SHEATHED -E3^.TNG M Y"01)T EIA::N`^2 B':G "EQUI
---`_ _"`= 7001: TC CONT 11( '_-5.4)+DL( 241.21- .. 7.0 1B.: 0 13'- 10.0" LC -TI 0.0 I1I:5: 6EACTION:. 'IZE5.." .IN. 1 P I "2.,)
7.00E .: CCHC LI( 1130. ) DL( 7+@.S)= 1 5.0 LE. 0 - 0'0„ 1: 19 5V -76, 7<N 5..^" 0.14 of 45)
( -:,.tHAbIG': 12.0" 12.^« + @ 1"- lu.C^ 21'- 10.0" -231; 2'.31': 0. OH 5.51" 4.53 DF 1 .25)
LI)EITED 71',..):.7.3c: I 02 142T':P PLY DUE TO THE _PATIAL
RE.V1:.E!IENTC. 0: IBC ✓112 AND III 2012 NIT EEING 11E1.
< t.aplettru_s-• r.quired.
Jri]
in�toethe:r 2 ;ly .-C2T(M CNO^.D^.HECSC:.D EJR 7.025E LI"E LC:,F. TOP -`ERTIC�.L DEFLECTI',IJ LItf2TI: LL-L,I4�, TL-L/1o0
zth '"'t.1 1 QL'i GUN Ii:X LL DEFL = -0.002" ,
nail .•t: ret at: }tID OTT;'t)Cl,RD LI'i6 L.::D i-CT (ION ,c•,7(1Sp,ENTLY. 1;'X :L CRIMP DEFL - -0.001" @ -2'- O.u^ 311�.,e'
100"
cin 1 .) thx uh" - 13"
g ut 2 C ^ ch ode, (1AX LL DEFL = -0.1 7" 0. 17'- 10.0" ?11. -d - 1 !`"
in ) rh ugh ut 2.:4 tt m ch..r.',
**HANGER BY OTHERS TO APPLY NAX TL CREEP DEFL = -2.1'2" 0 1°'- 10.3" 211 -,i - 1.394"
c in 1 x -(c) t.Ir u;-.out 1R:' LL DEFL - -0.0/1" @ 22'- 10.0" 111:..-1 - 0.100"
in 2 n:(•.) thx u:c:ut B re`_ CONC.LOADS)EQUALLY TO ALL MEMBERS. u;-X TL CROP DEFL - -0.001" .; r2'- 10.0" 7.11 - 0.133"
MAX 4.713. LL DEFL - 0.0:2" 0 21'- 4.7"
MAX 01 I0. TL DEFL - 0.031" @ .1'- 4.1"
I;ind: 120 m,h, h"1'.5ft, TCDL-1.2,ECLL=6.0, P.02.0 7-10,
,( -_On 5-10 8-On 1.011 Height:_), Encl_s ', Cat.2, E.-:..c, 1)14E1-(Dir),
•( T 1cad ;urati:I fact r=1.6,
4-02-15 -09-01 0_10 4-(u-05 TIC.. ('.,sign_d f.r wind load:
'( T T -11-11 in the plan- ,r the tr.,: nl,.
12 45.''7 •(�; Q
-.00 Il--x1 12
11-4x° Q7 0«
n
t
Id-1.5::
M-1.5x4
NN
0
t0
`= M-3x4 i1-2.5x4 M-3NL(E) II-5x12 ti-3x,- o
J. y *1 43i>
. -2-OS-O4 l y
7-OS-n'
y -11-n4
y 11 11 y o-11 y •\01‘
C� � PR OF�6"
1-Do y y ��`'`�NGI NEF'gcv 102
21-1t, 1-n0
ki
:9782PE -7
.7'v NAME: D: 111':x'1.'0 '.LA:I 3710-13 - CI
Ccal-: ^.2C:.c
WARNINGS: (Rs�1ERAL NOTES, ,e1. oIMMW holed. ', j
Truss Cl araerand eroam conr,daaedeMetr advised General Nal.s This aeag is brood tidy upon eaparameters�poyafp,n nm„yet y OREGON �4,
• and Warmth,WWI,conMmWon comment.. tanking=Nonni AepWMMA of design wnmeo(s and
2 2.4 eempeaaon nae tracing want be hoard ehwm.. a«erpomem,ace water
d Ad HoeIlem{araryaaoYlBaFWembA�•eaa➢tomh4lnlm z.Deng,awnbtMOopandbo mf to bit ecedng at`(. Y,9 �A7r Y 15 Z l�,Q`
CITE' £!_5;X01.`• bthe ro+por Ae.yatM trod..AdalorNi pemual,aml brasga zo.na,aNia et roepaaM.y unarm traced tnageaut trek length by �
ea e.a eseme roceo reapaNRe.ytrite mwpaw sheathe wdrbre plyw la af„�1®G). /�
Mapny deainer 4I 2a broad bridging a lateral a•Mer d wn• PAUL
SEQ.: K1276761 s.No bad elwaae,ppaeeaa"eampon.nturn'art olbloomymid t Inwa.mnawesIsme E'•�'pareaw,eroa wont•
. !"
buena.bre compel.and at 310 time a,amawo to useilily omanepont oe. O
TRANS ID: LINK awl.saa el.rman 5.and enoawo�aa,.aaaaw aada,nenmmwea.oa an.
aeeon trade he applied l.bre"component and ora tor-dry m,elbn'ante.
s.CempuTne Mara centra ant and emrnrano reaponerTaey.forma 6_Frodgm mum,M bearing a nil supporta'horn.slum or...mkt
N`ea.tan'hadingshipment ande"'a"eofcompa"an' Catnip EXPIRES: 12/31/2016
7naeeng,l.fumanad rAje<tNmatimilatera ant forth by 7.D�er7,asarrasadpial.draageapo+Ml,d
7PowrcA n ecw.Dopa.ef«Ukn me MNmNhed upon request. 9.MM calddppewm beard anter linen p4md aeiMk order June 25,2095
LilTek USA,lnelCofrquTnn SoM,me 7.6.6(114-E a.Dees baste ata.pale a Inches
10.For Melo connector piste demon values an EeR-7311•EER-0%1 Welt)
Thi: d-si to pr-par-7 fr )4 c,ngot-r int-:t t._
:REG z_".IEL T7.UZ"
11453'.6 33ECIFIC._TIONS T'U': P311 21'- 10.0" I1: .012 11.76 NEARER F ICES 4NR" LF/C•=1.O3.
TC: '..4 13=1 43T1 LOAD DURATI:N IN::RE:.`E= 1.1 1- 2-1 0) 57 2- =(0) 1071 (-31') 109
DF+=1P.TR .4I4CED .u" O.C. 3=4-1_731 4 - 4-(0) 711 0- 4-1 --=1 553
'4E2 3 144 D1 ::T.=ND 1- 4=1-1204.) 71 :-4u) 1073 4- i-1 -'( :53
1'P.DIUG 4- '=(-12n.) 71 5-7-312) 110.
7' LZ.TER_.L ::llp^CIT <= 1_"(C. DON. LLI 1.5.01+4L( 7.0) :xd TO:'CHIcO= 31.0 .SF 5- r=1-12" I 44
12 LI.TCRAL IUPP.BT 1.."9C. U=4). DL 017 .'.75.41 1)70LD- 1.0.0 :SF 7-( u) 5.
T111.I,LC D- 42.0 P,F
0•:SPH.JHES: 11.0" 11.0"
3r4.4.: 4
E 7-10, 25 PCF Pr f Enc--(P.) LEAPING 4.11X"VERT MI HORZ 1160 7.ESDIRED BR',ARES.
Ca=1, Ce-1, C1-1.1, I=1 LO:ATION: SEACTION' RE21CTIONZ .IZE 4..IN. ("1ECIEr)
0'- 0.0" -47/ 10.17 -147/ 197H 5.50" 1.6' 11 ( 415)
1377)77 CHO^.D CHEC''£D PC7.6 20 F3£LIIIETED .TO1531 21'- 10.0" -43/ 1031' 0, OH 5.50" 1.15 OF I '._1..)
irlE L`AD 47 LC92TION(S` LPECIFIED BY ID: 2012.
THE 1CTTOM CHC3L DEAD L-S.D 1 MINIMUM OF 10 1_7".
'Er.TICF.L DEFLECTS,:N LIMITS: LL=L.'24u, 1:1=L 1910
MAX LL DEFL = -0.002" 5 -1'- 0.0" 1.110.4+d = 7.100"
MAX TI.CSIEF DEFL = -0.005' f' -1'- ".0" '.11.3.•ed = ^.1.17"
111X LL DEFL = -0.011" 4 1)'- 4.7" :,11c.•r.: = 1.041"
MAX TL CP.EEP DEFL = -0.012" 7 1y'- 1.7^ All--+sd - 1.171"
MAX LL DLFL - -0.042" t - I.,.0" Al107,11 - =.100"
MAX TL CREEP DEFL = -0.003" 4 2).'- 10.0" ::11.'-d = 0.153"
173X R'1I2. LL £0£1,- 0.015" P 21'- 4.1"
14:7X NOFIZ. Ti DEFL = 0.025" 2 21'- 4.."
10-11 10-11
'' 'T f Mini: 120 mph, h419.4ft, TCD14=4.4,iIDL=5.0, 2.,CE 7-11,
-04-07 5-u2-09 1-02-09 5-03-07 (All r-iohts), Enclos,d, cnt.2, E_cp.B, 4:14F0,(Dir),
1' f 1 1 4 1•ad r'uration factor=1.6,
12 12 Trurs d-:.irnrd f.rr 4ind 1 d7..
7.00 M-4x6 in the plcne ^f tSr try,r. .nly
1'.00
4.0"
, ,F,f
3i
•
-.1
U-1.5174 M-1.5s:4
//
/ /'///2 :
i. '''\\..,�
A CL1 SP -1'00
o M-3x4 1^.-2.5:.4 t!-Sxc(S' M-2._5x4 M-3x4 0
1, y l t
7-01.-05 6-11-0C 7-05-05 .;!k, 0-6,PROFFS
y J, 1
11-t1 9-11 �� 0.4GINEc9 s%
1-00y 21- 10 1-h"y � 2
. 89782PE '9_
/ ,,,,:_-_,..,,, _ .....„..
JOS N.'ti1E: [: 1.1(7711' PLAN 3713-B - C3 -3-alt: 0.29751 /, 2'
WARNINGS: GENERAL MOTES, unless Nhamr.ro.d Ci. ��
1.Wider and erectionerectioncontactorcontactorshote be.d...4 of General Notes I.ThNd.ip.N..do upon 1e pM.mN00a de"„end b Ger on.MNldr.l -9 OR
G EGON
Truss: C3 00.Vermin)_Isla.CemhuCNm ee
eomrnens er+mnu cNrom...AyplmAar of design wmmand proper' V 4 �„
2 2N Consomme.we bracing must be Installed 00005 shear 4 ................11.11.msyenebiby.me buildingsgprmt_ 7nI, 1�/�. pi Y 4 J !
Admbnal hmom...2 bracingmore ure fstabilityMduringm
g mtrud.n 217eebraa�nraa the top are bedlam shreds bb'°CnaoeeN 11 {
is tne responsibility endor..sitional p.e..not Mooing z....ne01t0 o.e nwergNmy unless braced tlsoodleLL their length by '1 / \N1
I DATE: 72_.7,/2511 the owras.udueNtlw N.ebldngdS.Hno. S continuousshWNngseaasp tgtmMtNhagt7C)oreorthen Nat). A.1 UL
reepMrrbkir Ismael bridging...total boning required inhere shown..
1 SE K1276763 4 No bad eneAM be shpt..*arymr.gono.uef 07701 ahraang dna n
4. raur. w.w
nat asr.epon.wiky N the r spm..coneK.r.
�..: 5.Design amines(ONION 5..be mad Isarron•oerroaue e.kemrsr4,
farmers and any baths grader
ar.yn bads Ger applied to any iionlo miN and am fro Vey ean®W n'of we
TRANS ID: LINK B.Mew assumes rot000ring.tad ppm*MO..inofrwagea
S.e.moeTn.nes no moNa.«am+avnitownoneponem .r d. EXPIRES: 12/31/2016
.e.«.n.nems.pshipment and sa.s0en of if 7 Melon assumes adequate ar nopdbpratled. June 25,2015
e.ThbPew.is furnished..i.to the NaNe0,ons set 70. 0o• s.p.WWWI be bated on both f..ror buss. sl
..nd plemol so ..moor
Tpr'ArtCA Is SCSI.wpm.of4Nonnal be.mooted Spm 050. MH coincide won less confer Woo
9 DON Indian.,Noe
SETek USA.k1c.ICo Trus Soliman 7.6.6(11)-E 10. bene earned..f Mete
O iron., (00100)
mpu p..aesinc robes see ESR•1311.ESR-1M3
•
Thi. d_:ign 1;.1.-:ar4 ftin crmrutt in;»t
1.4.111.z.7.. .l'JC I FIC:.:I ON:
GREG BEZEL TFmrS
TC: 2.:4 �; "1.BTR TRV,; ....PAW 21'- 10.0"
2Co 1 t.' .>1'STA Lr-AD DU1t5TIOU INC E?„E = 1.1E 201 .01." MAX 1fEMBER .'x10,05 SH^/C-DF Cg=1.00
I:EL 3: OF CT;51 ;TOED 24. " -:.C. 1- 2=( 0) 57 2- ={-162_± _331 3-
3=(-17. ) -70 - or i=2e7) 3.75
....(-1..27) 2332 '4=1-4.0)
=1-251) 77
TI L TC5IL 50000 1 <4. 12", 175'.
17:;DING
3- 4=)-120.1 71 -- 6=(-1.�") 2332 9-
1.F.TE[lAL SUPP.'T = 1.."....C. CON. LL( i3.OS+DL, 7.0) Cr; TOP 10070= a 4- 5-(-1 O.i 71 "=(-t 07 770
DL CN •."TTO.7 CHORD .0 PSr •- .=(-.12) 36;
.'E^HAi7G;; 14.0 PJ£ <=1-17'6) '°0
12.0" 12.0" TOTAL LOAD = 42.4 P"r "- 7=( 07 57
:n•>•->: :.`.CE 7-10, e5 ISE R-.:-f ^n-ufFA)
C-=1, Ce-1, Ct-1.1, Z=1 BE..".ZN> MJX E3 05 H^RL PPG REQUT_RE9 41
L'::.TION RE"-2TFC`NO PEI:CTIONc: IEZ)
I ITT4M CHORD CHECKED0'- 0.0" _7 ^IZE -7.IN. ( PE IES)
Fr".A 20 P"F LIMITED:.TGR':3 - / 11.-N -3000; :'000H 5.50" 5." DF ( '.25)
LI C L02.D T LC•2 TION(.) ;lECIFIED :I I,-.7 2612. 21'- IR.'" -2::7/ 11'.1.• -300.' 30005 S.Su"
THE LOTTd.1 CHc'0 DEAD LOAD 1•'' DF C :254
IS A MINIMUM CF 10 F:'F.
"EGTICAL DEFLE..TICl1 LIMITS: LL=L,_3n, TL-Lr1:..
' MAX LL LLFL = -4.00," 0 -1'- 0.v" Alla•,c.) 4. 0.100"
A1 TL CREEP DEFL= -0.003" 4 -1'- 0.0" ;..11-,-..3 .4 0.113"
.P«( LL DEFL= -0.04:" E 14'- 4.7" }_11(..•.'e3 =
L.. TL CREEP DEFL= 1.391"
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-O.G�..^ ri 1t'- 9.7" Al.l^,>ed - 1.3%1"
M'.:- LL DOFL = -0.042" r' 2''- 10.0" Alia.-1 - ".100"
MIX TL C.EllP 5201 = -0.003^ d 22'- 1^.4" ;11c4=' - 0.123„
1,1-11f 10-11 MAX MORE. LL DEFL= -0.091" 7 0'- 5,5"
MAX 0ARIL. TL DE FL = -0.051^ @ 0'- 5.5^
1 5-0.-07 5-02-09 5-02-01
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I euAasraro mutton contractor should be eddied. Veil General Nava OFlJER4L NO1E5, edeasoaemke rens; t` \ .�,.
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TRANS ID: LINK Olisterere en wmpeeseroetroame should ens tomb ?implant/bootie's'',ee,.lo°' arnarasasarre camnao..
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LPILE.1. ..PECIFICLTIONS 21-10-00 HIP ET2'CK 2-00-00 FRO11 END WILL IE: 2012 liA..MEMBER FY-°.CES 4WR/GDF.Cr;-1.00
L'9:D 0'11"_TI : INC^EIIC - 1.15 (N.n-Ro,^.) 1- 2-( 0) 5. 2-10-(-219) .92.: 3-10=( -14) L2c
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ALL 2L27TOL COIRD ALE10. :OT .IHEATHED ET MIT IL( 0.01+D11 30.01= °0.0 111 0'- 0.0" TO 21'- 10.0" . ,�
----�_ --- `ERRING 1.11X -'ERT MAX EP 02 7E,UIr DBP. ARE'
1::GhIC LIE 174.7)+01l 130.7)- 5.7.3 LBS @ �'- 0.0"
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LIMITED -.T'i:P.F.GE IX'EE NCI':c9PLY DUI TO Tilt SPATL.L
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ICS TL Greer. DEFL - -0.001" 8 - 11.0" Allo'<di - 0.122"
IIA.: EERIZ. LL DEFL= 0.029" t .1'- 4.5"
MAX NORIE. TL DEFL= (1.010" @ 21'- 4.5"
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' (All Hight':, Encla,-1, Cat.2, F:p.R. I11195(0ir),
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Cf.TE: (d25'2015 the oorad 16'1KWre la Ste mopo'rbiOy a the building dearer. o.2.Irpact bddp'g or ora bang requited Mare Venn..
SEQ.: I:1276767 4.Nobed should beapplied to are movement until after al bracing and 4.Maleitsl.ntam.iei 0iew00 0160 athe r«w6Wltcon9 000.
fasteners ala o Ole end at no Who should am'ia.d.geatr than 6.0* 60 Weelmeaea e,to t toed in•lgntoneaNe rrAmmnere,
se M ars dry coral.-°luso.
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2:: Fie A�->f onr.611n; 1'- i 0^ 2- 9' 5H 1."O" 9.03 DF 1 44254
(m C-.-1, C,-1, Ct=1.1, I-1 -4'/ 2J' w GH ].FO" L.9J DF f '.251
LIMITED 6TGF1GB DCIS 113T APPLY DUE TO TH ."PATI',L
IE2UIREMENT:' OF I�^_ 4012 DUD /RC 2012 N:'5 BEING NET.
"ERTICLL DEFLECTION LIMIT^: LL.-L/240, TL-L/130
COTTON CF;i.D CHECKED FOR 101.;1 LI..E L(SD. TOS MA.c L' DEFL -0.002" ? -I'- 0.0" :,11 ,ed - C.lrn^
:.ND 9JTTu1 CHCAD LI"E LOADS LCT NCH-CONCU:tl.,EENTLY. . PANEL LL DEFL = 0.1101" n 0'- 10.9"Mme= TL C..£:.. DEFL = --0.001" r -1.- 0.0`' All.w.•; - 0.1....."MAT T: 311,.:+4' = 0.067"
.
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1.100"
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N"-X HOr.1Z. TL DEFL - -0,0PO" n l'- F.2„
Wind: 12-moo, 4.=1C.4ft, TCDL-4.3,r-'OL-6.0, ...CE 7-10,
(:.11 H`i"i:t=), Encl<s-d, Cat.2, 0-12.E, 107FR"(Dir),
1•:ad duration factor=1.4,
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Truss: E 1 Builder arid erection rent/actor.added IN advised at all Genital Nelly GENERAL NGS snips NhNwy npa �! \\ -
and BSd r Warnings comMweenm mmmerwa. 1.bbmk design k based ratty won the monikers shown and k far an individual V
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• -9,L OREGON p�``�Q'
'u.;.TE: C/25/201: 3.ktlwAdatpnNfamPoreDbrasingbmaureMOWDuri'g...M son 2 Design ayvmesthe top etgbeentdwldsbbafatetNiy6raaeN 1?/511,..... {
ma coos Nnncbnay btlieeremer.AddSa,etparntsne,s bsangN 7o.e al 10 es aapagbNyunes bndd 0soupoa alNr length by '�RY 1`J Z'!�
SEQ.: Y.1276769 .+PewNarofine building designer 3.a ime�bsh bridging Wooetlsh""""D(rc)ri0f«"n*•ymeGt / `VV
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TRANS ID: LINK fawners ate sompwannNneuneanwuany aaisgeaeerPun 6 Dwp•assumes wwanPn ins regard.m" °`„nt.
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fafa�bn ab a�npa<Na EXPIRES: 12/31/2016
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Weft 1/511,McJC ka.esbmw.w6npanoenkr lines
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C:.E.3 ARIEL TIPI:.
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0•- 0.0" 0/ 1?P" -t) 20N °.50" 0.70 LF ( 22:1
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Cs"1. C7-1, Ct"1.1, 1=1
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SEOUIREMENT3 OF 1.3.: 201: AND 177 .012 NIT BEING i4ET- )IA) LL DEFL= -0.032" @ 5'- 7.D" 3c11ed = v.1',"
--MAX TL CREEP LEFL -0.0a3 @ 5•- 7.0" 511 ` .13."
E^TTOI 0031,0 CHECKEa FOP 1)PIE LI LPi=.O. TOP MAX TC ',I)EL LL DEET.= 0.70 3'- 4.3" All-P). = 0.127"
SPD BOTTOM CHORD LI:' L,AD:. ACT St-N CONCURRENTLY. /IP.X TC PANEL TL DEFL - O.nnt: 3'- _.: 11)-- i 3 0.190"
11:X HC'I:. LL 03.FL - 0.000" 0 - - 1•7"
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1' Aim': 120 mph, h-1Ut.Cft, TCOL4.2,ECDL3°..., --'E 7-10,
12 rtHFR.-(Dir),
7.00 Q 7.00 i 11 du ati-n anti 1_1,., Cat.2, E::O.B,
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Truss: ir
E2 2.conmeroebeaeooeeing must be metalled
incorporation of main*amm re+aenaRN or the building tl„gner 4 Ry 1� �i
2.AA Twrnvewla.deb treeing mat be+stoned adaN etw�n�. 7 Design awn.the lop and bottom climes to ballerina,braced M J
3.Addalmal temporary bowing to muse Mbar during construction 7 enc ard,l NY c.a repl.ey i.e.a bead euouprout M.lenplh br k AUL l''`
Mme teWoa1bOY Mer eta.Add�limrl...mit M.N., conemmued.VI4'9 aro.aspgf'.ed tlra N (TG)and a4v.WtBG.
DATE: 6/^..L:;2015 the await Wu..tome reeperen,a7 d We binding ewe., s 20 impact bridging or late bracing trauma itis*lona••
SEQ.• I:1276771 4.No lead should be applies to any ampenent unlit coda el Geeegaed 4. °f es truss�y coo merionninitY in a MinneePenbie noncom.. ,
' fasteners are complete sotto room should em bade greeter man end me los 1,1 c044.4.e t..
TRANS ID: LINK exsign ads beapplied le any amWnsN B.Designs wn.bebearingatellsupportode+m 3Mmawedgak EXPIRES: 12/31/2016
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lebricstion handling...nen end ins..of components. 7.Deign MunnaagI>m*Mange is prided. June 25,2015
e.me design is lumithni aepd to the amlatbmaM lam IN e..P4Mwdel be located on bomraaaa trues and placed.mer coda
TPIA1rTCA In 8:31.cope.at W*b,,R be 0Mamd upon mount_ ams coincide with laird coup ares
0 Degas indicate Ma orpiste 1n inches.
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C -1, Ce=1, Ct=1.1, I=1 t•- 0.0" 0.' 77'. 0/ OH 5.51" u,1^ OF ( 6.:5)
LLIHITED TO'.'.;E I.7 E., NOT RP9LY DUE TO THE _,::.TI:iL
ECUII.F.RENT- OF IBC 1 u12 AND IRC 2012 THE BEING MET. -.-ERTIC).L DEFLECT/GN LIMITS: LL-L/290, TL-L/1'1
:ITT(tt CHORD CHEC„ 1193 LL DEF,= -0.002" -1'- 0.0" A11 .100"
"ED MC 1C4'i LITE Lt:=.O. TOP MM.".:: TL CF EEP LEFT,= -0.403"
AND C'JTTG1 CHARD LI"E LOAD ICT NON-CONCURP,ENTLY. -I'- 0.0" A1.1 •�'y " 0.1-:�^
VA:. LL DEM,= 0.000" a 0'- 0.0" ;;1lowed = a.115"
11:10 TL CREEP /EFL - 0.000" c 0'- 0.0" All ,,•d = 0.1n 3"
M':X TC P?-NEL LL DEFL- -0.041" 4 3'- 0.1" A1.1-' •d = •.357"
09.0 BC 57.00L T1, DEFL- -0.1ab" A 4'- 1.4" -11c:,.J = 0.770"
5-03
'f H::" 00021. LL DEFL = -n.000" 9 n'- _
11A3 HOFIZ. TL LEFL = -0.000" p
12
7.a^
Hind: 120 m:n, h-17.7f5, TCDL=3.2,ECDL=-.u, 0.20 7-10,
-." (F11 H0i7atc), Enc1n•ed, Cat.2, E_:n.9, MWORS(Dir),
lac dureti-n f::etor-1.E,
Trus:, deigned f.r e,ir 11.>aAs
in the inane .f the tru:.2 cnl .
e
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11-2.5x 4 ''
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Truss: J2 + B4040$: cress comadw should GENERALMOSES. weraodewix notate
j
advised 1.1 deep,bMeemay wenauwrometsalawnand n indictee! 9 OREGON ``�
end Warnings Morn m,atructmn comencea
2.2M conpresson"ea WARN component.etosor Applicability rerfon ll Onion PagOM*W nd ` �� �0.�
bn%ig emelt. .. wmmenuon Nc'w1lPorrMtelM WARMS Mspr,er 4. (� P17.
7.AAOad.w demporoA bracing lo Insure stabil*avinpmmU,wq„ 2.Goeq,assumes(M mp and botMmchords m be Meal*braced at •,9A--
.
.4RY 15 _, . ``
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dnmxl structure Nuw'esPoustipY at Me bulking designer
continuous eheeBdn such a Orwell sWsmag(TC ,x drrwp(B0).. /d a
SEQ. : K1�767?3 a.tmmeadisdaMappdedmarymmpsentmnNte al �'TrImpsebridgInporlateralbracigrequira.rMres own..
Pili UL F``
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TRANS ID: LINK eap8nbeds beappliedm and me
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rob! .n.Mmm�q.yepnpn end Mblben elcanpemnn, neesery.
".°..P"nbn�",m.,,sn tam a�a»(bmer Desgnspumesadeqendnpweolme,ae EXPIRES: 12!31/2016
TPIMTCA m BOSS,copies of*hien.a be(webbed upon 1 pMaa,MdMbe.l enter nes.of bum and pieced m,Map , June 25,2015
bus.eepme.+a,MIni anter lase.
iek USA,tnd,/COItIpUTNB Software 7.6.8(11.)-E
Dips Indian.Rae or plate e,inches.
Pl
10 For tante connector paste design mares sae EBR•111 t,EBR-IY.e OATsO
Thi; C'c5i7n :Ire;_r-d Ernn csm:,.uter input I.
11.41 EL-CE ITH
SG31111. SPECSFICF:TIONC TOW SPIN ='- 7.0" TIC :^12 ua;', ME^SEER IRCE 7 4W /G0F COq-1.0-•
TC: 2_i or 410110 LGAC DURATION INCS-1P-.E= 1.1r- 1-2 (-t 0) 1'
)
: :.4 DP:71IETP SPACED 29.0" O.G.
IC _NTFro L 12000.01 12"CC. UON. 1.C:2DINC
I. TFR 1, _Uk F17"'T <.- 1."(,1. U-N. LL; ...01*011 7.0) ON TCP CHORD - 12.0 001 O;.A.ING tL :'EF.T L'AX HIPS ERG RE)UIREL ER.> '-RE.-.
DL CO B"�TTCM CHJP.D- 19.0 011 LC'ATIYIN-' 011-TIC NC RE:=.CTIONI: SIZE `9 It'. (IEECIES)
O"EFH.NG'7. 1.2.0" u.0" TOTAL LOAD- 42.0 PEE 0'- 0.5" _27/ +:(/'" -1:.' r.".H ...00" 0.71 Ei 1 12n)
3'- 1.4' 2'/ "=4 0/ ^H 1.00" 0.14 LC ) 125)
Ste-: ':E 7-10, 25 PIF 77-'f Sr' (Ps) 3'- S.0" 0' 41' 0,' OH u 0.07 OF ( 1_I)
Cs=1, Ce-L, Ct=1.1, I-1
LIMITED LTOT&nE DCL:- NIT .'.OILY DUE TO THE "PATI'L ''ERTIC-3, DEFLZCTION LIMIT': LL-L/270, TL-L/130
CSOUIFEMF.HT. C"IE'=: 2012 .+ND IT.0 2012 MOT CEI11G MET. II:1: LL DEFL= -0.0C;." @ -1'- 0.0" 2,11c.:+.d - 0.100"
M:,:: TI CIII1P DEFL= -0.01'." @ -1'- 0.1" 1:11 - 1' = 0.133"
.7111+.1 CHORD C-iEC::ED ace- 10l::e LI'.'E L')SD. T"K MIX Ti: PeNEL LL 1 ZEL - 0.005" r 1'- :.4" ::11:we-I = u.223"
AND 'i')TTOLi CH7RL LI71 LOAD': leT N'-0-CONCURRENTLY. MRX TC PANEL TL DEF. = -0.0001 2'- 0.7" Alla-.:d - 0.339"
MAX HGlIE. LL DEFL = -0.000" tl 7.- ..
102.. W.AI2. TL DEFL = -0.000" " - 1.4"
.7i-0b-02
Mini: 12.) mph, 1-17.2ft, TCDL-4.2,P:)DL=7"..0, :LCE 7-1^,
(All H-fight_:, Enclo-::d, "4t.2, E.p.b, i9HF^'(Dirl,
1 ad duration fa_tnr=1.6,
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in the plan'- of the truce .n17.
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WARNINGS: GENERBJ.NOTE$, u1...O +rN noted: CI !!!/// by
I.Bonier end ncon.«N.sh t».A.,d«MI�lNotes Th.4 eBbased onnbeodomet.r„neo end.r«,n.' -9,L OREGON Zo Q
Truss: J4 end vwme�oem nonehuawnwmmences. e1kingcomponent.A ofd"'snparameter"ndpeeperC/
z.aremmpes oo'ebMn4W ee�wedwhereaee'. Design nenwconmR�Mymerepwn. toiatneeuRRwdnrsnm. 17,5) qRy A6j
3 Addeonat Urrpowry booing to esus MOW dongmn+.uction 2 Design on.f anosat 17 or the impacttap and batlanctlorb.o be lio ughedOanday I _I
b led anperWhery M the erector.AMMrtsl permeset Mang et mentioNOP.4e gsuchas e..p4e'str Mem AR ng(TC)oflo, len;UlbY V
7 Item eta strucMe.the reyaWMRY dn.buedb18 MII9ed. 3.Zr Impact bridging*sort!boded rooked (o showm�M r4BOt. '°AUL .6k‘
PATE: 5;�5L_C15
SEQ.: K1276775 4 Nobed Mould besodded leany component
.yeodMtewns*d an.�I.x.uenwbuse.aealoe0wdas.oN.•aesive marooned.
uYsnem re WmptsteAm at re erne should any lords;Feeler than OM
6.Dsipn assumac tenses ren Mmad nanen-aerroeivn am.ennNN.
TRANS ID: LINK dodge beds be appl.d to ens 000eonot Desigafen
rr-d,yooIrring et e.
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none .
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t,.Tls deknottedlM
tGn Is Wed subject to the aera set Rah by S P. ,stag be beaad on both race,.4al MM.and ghoul so their 004.7
7P5WTC5 in BCII ionizes or whlIbn4I be Wonted upon roam. lines coincide nib 8.Ogealn6raa site enodf dateerMee.
NFfek USA,EneXempuTrus Software 7.6.6(IL)-E to.Pr boo connector Ode design+slumsee ES11-7311,ESP-1618(667440
Symbols Numbering System A General Safety Notes
PLATE LOCATION AND ORIENTATION/4 Failure to Follow Could Cause Property
1 3 " Center plate on joint unless x,y shown offsets are indicated. I
6-4-8 dimensions I (Drawings notin to scale)ft-in-sixteenths Damage or Personal Injury
1.11"71111 1111
Dimensions are in ft-in-sixteenths.
InkApply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g.
and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI.
Cl-Z cls 2. Truss bracing must be designed by an engineer.For
O'1/16"
4 wide truss spacing,individual lateral braces themselves
may require bracing,or alternative Tor I
Q bracing should be considered.
�� = O 3. Never exceed the design loading shown and never
wimAlp O(� U stack materials on inadequately braced trusses.
0
INelliO a 4. Provide copies of this truss design to the building
'-- 11•111MWEIMIIIIIM 0
For 4 x 2 orientation,locatedesigner,erection supervisor,property owner and
BOTTOM CHORDS aU other interested parties.
plates 0-LT from outside
edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other.
6. Place plates on each face of truss at each
This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint
AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1.
required directionof slots in THE LEFT.
Connector plates. 7. Design assumes trusses will be suitably protected from
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
the environment in accord with ANSI/TPI 1.
Plate location details available in MiTek 20/20 NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber
software or upon request. shall not exceed 19%at time of fabrication.
PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for
PLATE SIZEuse with fire retardant,preservative treated,or green lumber.
ICC-ES Reports:
The first dimension is the plate 10.Camber is a non-structural consideration and is the
4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESRi 988 responsibility 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,size,orientation and location dimensions
indicated are minimum plating requirements.
LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and
Southern Pine lumber designations are as follows: in all respects,equal to or better than that
SYP represents values as published specified.
/ Indicated by symbol shown and/or by AWC in the 2005/2012 NDS
by text in the bracing section of the SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at
output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design.
if indicated. 14.Bottom chords require lateral bracing at 10 ft.spacing,
or less,if no ceiling is installed,unless otherwise noted.
BEARING 15.Connections not shown are the responsibility of others.
Indicates location where bearings 16.Do not cut or alter truss member or plate without prior
ilL I*
(supports)occur. Icons vary but 2012 MTek®All Rights Reserved approval of an engineer.
7 MINIM' reaction section indicates joint 17.Install and load verticallyunless indicated otherwise.
��� number where bearings occur.
Min size shown is for crushing only. Igh A 18 envirrongreen
mental.health orlumber
performance risks Consulltttwith
project engineer before use.
Industry Standards: 19.Review all portions of this design lfroni,back,words
ANSI/TPI l: National Design Specification for Metal and pictures)before use.Reviewing pictures alone
Plate Connected Wood Truss Construction. is not sufficient.
DSB-89: Design Standard for Bracing. lie
nBCSI: Building Component Safety Information, 20 K .Design assumes manufacture in accordance with
Guide to Good Practice for Handling, ANSI/TPI 1 Qualify Criteria.
Installing&Bracing of Metal Plate
Connected Wood Trusses. MiTek Engineering Reference Sheet:MI-7473 rev.01/29/2013