Plans (51) 4i7;)-o/C, --c -cCe7:4-
GABLE
,- - - - D.R. HORTON
PLAN A112 A
-- - --- - - 20-00-00 R
..........t.f.....,
SPAN II PORCH LEFT
I
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t 1
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TI 11 E1LL4IJ:.T : I
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I IfA\ ARIEL TRUSS CO INC.
, , ,
I i (360) 574-7333
i f IL
t 4 i DRAWN BY:
KEVINLENDE
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7-08-00
UPPER GABLE
SPAN
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D.R. HORTON
PLAN A112 A
1 -1-- 20-00-00 - -- - - - 1
PORCH RIGHT
- - - _ -
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5/12 PITCH (PORCH)
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,
ARIEL TRUSS CO INC.
(360) 574-7333
•
, DRAWN BY:
KEVINLENDE
I
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3-6 JACKS 5-6 JACKS
7-08-00
UPPER GABLE
SPAN
I=MB
MiTekf
MiTek USA, Inc.
250 Klug Circle
Corona,CA 92880
951-245-9525
Re: DR HORTON PLAN A112-A
The truss drawing(s)referenced below have been prepared by Muck USA, Inc. under my direct supervision
based on the parameters provided by Ariel Truss Co..
Pages or sheets covered by this seal: K 1296494 thru K1296506
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.
�ccv PROre ss
C?�5 04GINEF
444 9
f�2
Q 89782PE 9c�
`17 OREGON Ooh vr
?A U L R\J
'EXPIRES'l2/3112016
f July 9,2015
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/TP! 1.
This design prepared fro.: co:Toter input by
GREG ARIEL TRUSS
LUMBER SPECIFICATIONS 20021 SPAN 20'- 0.0"' ROT 2012 MAX 7C7,.8 CR ropcEn 410 t SOF/0,r I.00
TC: 2x4 Dr 4143TF. LOAD DORATION INCREASE . 1.15 1- 24 5) ST 2- 0-t0t 544 3- 3.t-70.0) 107
BC: 254 Cr 014BIR SPACED 24.0- 0.0. 2- 7-t-1100: 00 0- € )0I 544 5- 4-t 0) 500
WEBS: 2.04 Dr 27.0571- 4.t -090: 52 o- 5-t-320i 107
t044-221:c 4- 5-) -020: 32
TO LATERAL SUPPORT a. 12":"0. DON. LI) 2.5.0)07L( 7.0) ON Tor CHOPP- 37.0 PSF 5- 6-t-1109: 60
BC LATERAL SUPPORT a. 0200.° . 003. DL Cl) 007705 00202)- 10.0 034 0- 1-: 01 7,
707141. LOAD- 42.0 PST
OVERHANGS: 12.5' 12.0"
Snow: ASCE 7-10, 25 rse Roof Snow:Ps1 BEARING MAX VERT MAX HORS RRO RECOIRED RRG AREA
Cn.1, Ce.1, Ct.1.1, 1-1 LOCATIONS REACTIONS REACTIONS SIZE 55.111. ;5000103
4'- 4.0" -41t 9540 -99/ 9914 5.50" 1.53 Sr t fT5)
LIMITED STORAGE DOES 4)07 APPLY VDE TO THE SPATIAL 70.- 7.0" -411 9540 0/ OH 5.50" 1.53 or t 6251
RE5VIPM4ENTS OF IBC 2012 AND IEC 2012 NOT REINS MET.
VERT/CAL DEFLECTION LIMITS: LL.L/240, TL-I/100
ROTTOM CHORD CHECXED DOR 10Psr LIvr..LDAD, TOP MAX LL VEFL . .7.072" 0 -1.- 0.7" Allowed. 0.170"
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX 71.CREEP DEFL- -0.703" 0 -1'- 0.0" Allowed . 0.133"
MAX LL DEFL- -0.079" 0 le'. 0.0" Allowed - 0.954"
MAX it CREEP DEM . -0.007" 0 10.- 0.0" Allowed - 1.207"
MAX LL ESTE - -0.007" 0 21'. 7.0" Allowed 0.100"
MAX TL CREEP DEFL -.. -0.5413- 0 71'- G.0" Allowed ... 0.133"
MAX HORIZ. LL DEM - 0.014" 4 19'- 6.5"
MAX BORIC. TL DEFL.. 0.023" 0 19'- 6.5"
1(-00 10-00 Wind: 120 'ph, 5-19.105. TCDL.4.7.,0C0L.1,0, AsCE 7-10.
. . (MI Heights), Enclosed, CAt.Z. Exp.B. IIXTPSIDi0).
5-02-15 4-09-01 4-09-01 5-02-15 14,4,4 duration ;Actor-1.6.
f- --- End verticAlisl Are exposed to wind.
Truss designed for wind loads
12 IM-4m4 I12 in the rInnr of the :tons only.
/.co [7. '. 1 7.05
44,0"
.0. :
M-1.5x4 M-1.5x4
.... 3,.."
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WARP04011; 812103AL NIMES, brim e0wwwksa r44.4. 4, 10
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Truss: Al wed 35.0.0004 Wow war0044.04 meow. 04.149.0....wiwe-4441/44343w et de4105 ronobehes 440 westor ';'' '7+4/ qw 4q4C 1r
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3.3,4*47 0_t•to40.3.0,.434...bed 0.024.03.433ww50.34 "fr.
fw eve 41604650.40444,6vww.Mamma ip40444.0bee40041 webrewarwee 5.3443.44944A 41 plyeeeed.0140.100a0)On fretwolket2 PA UL 'CAI\
DATE: 7/0/2015 me eywnelsbveAtrabfwwwwwwwwbillyoll thie bubbn20040...e. 3 D.14.4402.4620041.14,4041 Mop 1006otr5441504 Wm.••
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4.42.04 law Ntey beewilbon'Ouse.
TRANS ID: LINK &Or twadt 0.*Owl 13 •
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S C.A.maru.hi;tO tei*el pm?SRI onlaret.fos to•Witrubliti lkot the EXPIRES: 12/31/2016
NK.N.T.
',M.*.0.5055IgVn.e4 snot irmisiro,el teoltenott. 7,04.424 ii.....1 ildlipalli.*MeV/4 wee-ASed.
6.13440.04r wr
et bwbbed Ibbbil IA I.moo .'..1%eh Is, IL P311444ball to Waled an bath bps 4254m,404124ebed sr e+ww taller
July 9,2015
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9 134034404440abe se 00401.001544.
MiTekt.ISA.200./000.443TetIS Se Mart 7.6.7OL0'E 10,rot bine twe150er pee*Webtrn ewbow4w43510,1311,354.4 SAS 0.4301
.., ,
„. . -
, •
This design prepared from bosputor input by
GREG ARIEL TRUSS
Ll1MBE1 SPECIFICATIONS TRUSS SPAN 20.- 0.0" 16C 2012 MAX MEMBER FORCES 416R/GDF/C1.1.015
TC: 2.x4 or 01433Tg LOAD DURATION INCRESZE - 1.15 1- 2.1 01 57 2-12-3-1376) 2107 3-12-i -551) 442
3313: 244 or 4148IR SPACED 24.0"O.C. 2- 1.1-16561 443 12-13.1-10151 1604 12- 4.4 0) 325
WEBS: 2:0 Dr STAND 3- 4.(-116B) 302 11-10.1.4270) 2107 12-11.1-101S) 1694
LOADING 4- 5.O.10021 1/0 5- 7.1 -511) 14
'EC LATERAL SUPPORT 0- 121"00„ U011. 001 1.25.0).DL1 7.0) oN TOP CHDAD. 32.0 PSF 5- F.L -224) 276 9-13.1 0) 3:5
BC LATERAL SUPPORT t. 12"013. UON. DT CN BOTTOM CHORD. 10.0 000 6- 7.1 -2241 276 13- 9.1 -551) 41:
TOTAL LOAD- 42.0 PSE 7- 0A-2002) 170
OVERHANGS: 12.0" 12,0^ R- 0.(-13691 302
Snow: ASCE 7-10, 25 150 Roof Ow(Os) 9-10-I-16501 443
Unbalanced live loads have been
Cr-i. Ce-1, C4,1.1. I-I 10-11..) 0) 57
considered for this denier).
ADDL: BC CONC LL.01,.. 62.5 LAS 3 10'- 0,0"
BEAR/NG MAX VERT MAX HOPI BEM REVISED BAG AREA
LIMITED STORAGE DOES NOT APPLY WE TO THE sPATIAL L0CATIO85 nACTIONS REACTIONS um :70.10. f20E13/00)
110031111712,1275 OF :BC 2012 AND lhE 2012 7107 EEINC MET. 0*- 0.0' -150/ 10410 -2500/ 25000 5.502 1.017 DF 1 6251
20.- 0.0" -ISEf 10470 -2500/ 2500H 5.502 1.0.2 OF ,, 6251
BOTTOM CNDRD CHECKED FOR lOPSF LIVE LOAD. TOP
AND BOTTOM CNORD LIVE LOADS ACT VON-CONCURRENTLY. VERTICAL F 000CTIOI1 LIMITS: 1.0.1./740, TL-L/190
MAX LL DEFT, .-0.002. 0 -I"- 0.0. Alicwed -
MAX CL TO CREEP opm--0.002. 0 -1'- 0.0" Allowed - 0,133'
MAX LL DUO- 0.315' 2 102- 2.0" Allowed
MAX TO DErt - -0.457- 0 12'- 3.0- Allowed - 1.272^
MAX LL DEM- -0.002" 3 :Di•- 0.0' Allowed - 0.1021'
MAX TO CREEP DEM. - -0.001" 33 21'- 0.0^ Allow.d - 0.1302
D-00-15 0-08-15
f MAX HOMO. LL DEFt . -0.0202 e D.- 5.s-
10-00 10-00 MAX MOR/T. TO DEFI,. ..0.032" e D.- 5.02
,
f f LOND. 2: 02033.00 1380 7EI3810. 00A0,1
3-10-03 3-06-01 1-10-13 1-10-13 3-06-01 3-10-03
Wind: 120 rph, h.19.1ft, TCD1.-4.21,11CDO-O.0. ASCE 1-10.
f f f f f l' f I f (All Heisttsi, Enclosed, Cat.2. Exp.B, MWFASEDit),
12 12 load duration factor.I.0,
1
7.00 )M-4X4 C7. ''' 17,00 True, desioned for wind loads
s in the plane of the irons only.
1(10
M-3x4 M-3x4
M-1.684 M-1.584
4 Ilk LN -
) )
M-1.584 M-1.584
1 CS
4
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/ 1
0,1 04
01. A.,, 10.f.J • - - ' MN vet ,
1.,
es I Vs-2.5 x 6 51118-788 14118-788 51-2.586 c!.
62.508
.4%, °) RP Opk,
7-04-04 5-03-00 7-04-04 , "- S1
Ca ‘AGINE.6.' 40'
(24...
--b-_,
1-00 20-00 1-00
,.-.__44i
..c89782P E 1-
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--,
,
JOB NAME: DP 0,.P 13l ROAN A11 2-A -A2 Scale: 0.3201
et,' ..“ 2-1- / \ - _
WAIrd14011: Of/WAAL SOWS. we..elwra•••nettd
7,P.4tto**I v.*.po**dor thaulktbe iwthitod er it Comer•I Mt. 1 7,00000110 is 000000,0r WM IN posmelles she.,a ftl N he.mmesbat S 74.OREGON
Truss: A2 **I WtmiNra Want 1~1.160,....,-0., tullieso answer&Spykst4Ity adagios rwassows and Feeder
lelterpCONNI 0000000.000 10 V.inpapoftbOty at 64 WWI&Wow, 6. et9'...404.‘"
2.2.00000e0.000 wet.to4deq mini to IrAlarled Wkirra Ow.,
2.Neer stole.Ss tee sod Wes"des%to I.Wear brwed at It Fi4 y A S• _1(<7
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7 se.0..4 04 Id se.emedssehried•sa Isewd11.1.0.111.,1.4th bt
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connnueus Wwolhing qich n dywo.d thorSINKTO,,,,Thr dirm•MIC). 1 d5ter
DATE: 7/8/2010 N.ftexostno:ke•ii the II44000109dity 0 Me iNallatng door*, 3.2ss Imbed 0.1001 er Omni Oman,requesil Owns sews s s
SEQ.: K1296495 ..No b4id sMnid B.spelei SI wy oe.powittiur •16.1600sseiit
ng ass 1.Maloton 0 inoli is INo rvivemst4ty,77P.nom%e-tarepactsc
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TRANS ID: LINK 00.0.leads be 000.1110 vs sessseeess swittans00,001.01010100/Ohm
SSC010001S01 Ns re mu..fa be hvg st sel wedse0,00..9 7
EXPIRES: 12/31/2016
hawse Nestled verrtenterdess0110000ste00we007. 7,D•resst rases.wed.*&hews as Frenonss 11 hJ
d. uly 9,2015
1000 6000000ertensd100000011,141beseems s00 70,114 try 7,17037o*MIN looked ok ba,mt.ef Mow%rod pliktvd so%pit motot
TIMW7CA Mt PCI),tap*.at sAVI roe be NNW.'won.aus•L low!osimitte wet Wet mewls..
0,12400 Swiss»ids tapirs in bees*
.--1Welt USA Incle..NTOrt Setvotte 7.15.7•SP2(214•6 II-.F.,Ityk,,,,,invi.,gift ow,"via..00 110.1311 150.1170 MO)
LII1EP SPECIFICATIGNS TP11.9.7 sFAN 20*- 0.0" SINGLE 0E00E1 FDPCE7
7C: 7:x4 OF 01IBTR LOAD DUPATION INCREAsE - 1,15 1- 2- 0 2-12- 1035 1-12- -194
PC: 704 OF 010719 SPACED 244" P.C. 2- 7- -1291 12-1)- trr 17- 4- 774
NE115: 2x4 OF STAND 3- 4- -1092 13-10- 1035 17-13- 9fr
LOADING 4- 5- -070 5- •1- -911
TC LATERAL 77P1000 0.- 12-0C. VON. LLI 25.01.0Lt 7.0) OU TOP CNoRD - 32.0 PSF 5- 0- 17 5-11- 274
PC LATERAL SUPFORT 1- 12-0C. VON. DL 00 BOTTOM CHORD - 10.0 PST 0- 7- 17 13- 9- -194
TOTAL LOAD - 42.0 POE 7- 9- -F3C
0VERYAIIS: 17.0" 12.0- 0- 9- -1022
Snem: ASCE 7-10, 25.rsr Roof SMoviPs) 9-10- -1293
c1-1, Ce-1. Ct-1.1, I-1 10-11- 0
ADM: Bc CONC LL4rL- 92.5 LOS 3 10'- 0.0"
BEARINGS
LOCATION REACTION 0171 P12 '0 AREA (Sc. IN.)
2520.00 LOS DRAG LOAD. O.- 0.0" 971 5.50" 1.39 OF t f2S1
7".- 3.0" 1171 5.50" 1.39 OF I 0251
MAK 0.1101.9t9d VpIlft: L9ft - -150 Right - -110
Truss: A2
This sheet shows additional bad case(s)for Sequence Number K1296495.
DATE: 7/5/20/5 Refer to ortginal seq.no.for all details.
SEQ.: K1296495—L1
TRANS ID:
muktAkmedrAmIumnum,...JA.74mvo-E
, ,
e ,
This design prepared Isere computer input by
GREs ARIL TRUCC
MOUSER nFECIRICATIcRil
TPUtil SPAN 1.P.- 0.0° Wind: 120 mph. h1 Oft. TIDL.4.2.MDL-r.o. ACCE 2-10,
TC: 2x4 DE 01,111T11 LOA."DURATION IIICPPE - 1.15 lAll Heightsd. Enclosed. 100.2. Exp.R, VweRilftsir .
RC: 2x4 DP 0111OTR
CPACED 24.0"C.C. load duration factor-1.6.
End vertical(s) are exposed to wind.
TC LATERAL CURROAT .e. 1201. VoN,
L0001PO
Trach designed for vinloads
RC LATERAL OUPPORT .. 121CT. VON. 1.1.t 25.00*DLi 2.D1 ON TOP CHOPP- 12.0 FRE In the plane of the truss only.
DI, ON BOTTOM CHOPP. 10.0 0100
TOTAL LIMO. 42.0 0100
Cable end trims on contincour bearini Roll VON. I
Snow: ASCE 10e10. PS PRE Roof CnowiPs)
4-1x2 or equal typical at stud verticalm.
Cal. Ce.l. Ct.I.I. I-1 Refer to CorpoTrur gable end detail for
complete opecificationn.
LIMITED STORAGE DOES NOT APPLY UDE TO THE SPATIAL 1
REcuip.r.OE Ter 2012 ADO TPC 2012. MC BE100G MET.
BOTTOM CHORD CHECKED FOR 100SE LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NOD-CONCUR RENTLY.
1 0-0 0 10-00
12
12
i I V1-4 x.1
7.00 (7"
3
11)
4
rq
„ t _
1 e .
17,
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s r
0
M-2.5x4
StD P '
R°rte.
1-00 20-00
cr. 89782 P E r.
JOB NAI1E: DP HTPTON PLAN A11 2-A - Al
Scale: 0.4001 ,,L-1,, ,,7'." ,c----
,„•,',.'
P044414114.29: ISINERAL NOM. LAM.eihnneine noieb 4.., CO
4 lionati nab iiniebeneweinesa 04.44 ti4 sibiseil444110,440 Wits i flys eitiobin 40.44 arly open inn gioneY44444 e.t.a.,',el k Sot.opt*0004M 4 17 OREGON N,
Truss: A3
PM Wietings bin.bene1710dttel evernettel buiebny bembeinet liblikaboAly 14 des4e paninnatranne pow ' " +
J 2.4 beef...bine web byi magi bit Iftesiod Peter.the.•. irealpeestels seePespetteet le Ste.41~4,1 ett.I.SSsit*WPM.- 6,
2..bieittyt esunmet ihe tap tett Wet.eltetall Sp be leseileeuesiost -17l .41Ry 15,
3.3.336..41.1~,OM*,ts int..Otabett sooty beAPPUtto,
7 PA.att4 Mt td a 4,PNISette./p tellope towed theetrysfa%et WS"Pp
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cambium.~bag such ors plymen sreeinenetynneirotarnin.A9C i
PA U L 0
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SEQ.: E 1 2964 96 4./4.0 bui snanklbie inibliail b any eterSerwel WU aPpr stbrimirc 9,4 4.Ry4404eion Olives is Re nneenseitly Obi:resinetlYe eateePtleS
tasteneite aft ta.ropiele wet et he het*'Noun'Pr*beds rtilotte Sham S 6.40pn essumeirtnesepa eerie be useb In•fna4oininien anyirenineet
TRANS ID: LINK oaa kaa a mow 104a,tenoned *maim Redly webby,"Oyer
4.Itebps~pet La bniany at 4,11*Waft Vtittel She,at*tar e
S,ts.eyninin Ivy no vonbet own onef wow.no nrainebbibb lai Inn
EXPIRES: 12/31/2016
nerneiniy.
4444404e,Abnibe9,ibnivneetnnilinskintanatinievenerby A 0.44bn 1...0.11**qt..*~M*A!bevyibei
B.T..Obbir n bannne4 wined 1c.me binnilenin we*"by II.PI401 Vol 4,411,404 en bytin becon at but44.4*40 44 thee or... July 9.2015
TeWiTCA in&ESL beyeri of Wien wig be banbiene up,rebate. Ines sena*wet laini noreiebibit
9.Noy leybona nab elblain*eche&
WO USA.InelCompuT rut Saw.7.6.7(11)4 10,Pa byys mew*lb bewyn inlays yea Eiltaiti,Eblbninib dAtnii
--.... 1
Thi, demiefn prepared Ire" coeputer input by
GREG ARIEL TAUS::
LUITRER nPrc,TrIcA7relir: TRUSS SPAN 2.0.- 0.0" IPC 2012 MAX MEMBER 03PCES 9W0/02T/C7-1.00
TC: 2,14 30 iiora LOAD DURATION 07090A20- 1.15 (000-00p I 1- 2-1 171 57 2- 0-1-17 1000 0- 21 01 195
PC: 2x4 DF •11.1910 SPACED 24.0" D.C. 2- 1-1-19361 GB 9- 9-1-31 1499 0- 9-1-59/1 33
WEBS: 2x4 OF 30AN03- 9•1-1.3001 ,P 9-10-1-71 1450 9- 4.1 -201 92:
LOADING 4- 1..1-13001 79 10- I-131 1401 9- 5-1-5131 00
30 LATERAL SUPPORT c... 12.0.C. 0011. L1.1 25.01•101.1 7.121 071 TOP 3110110 - 72.0 05F 5- f. 1-190.61 76 5-10.-1 01 127
PC LATERat. 2000001 ,.. 1;,-0c. 30.);, 90 011 100000 CHORD - 10.0 PSF 0- 7.1 0) 37
TOTAL LOAD . 12.0 100
Snow: ASCE 7-10. 25 15? Roof Snow1P3) REARING MAX VERT MAX 0702 BRE BECUIPED BAG AFFA
OVERHANG:.; 12,07 I:.0^
It-1.3x4 or -qual at non-ntru,tural C3-1. Ce.-1. 30-1.1, 1-1 L0[001330 REACTIONS REACTIONS SIZE S0.119. (SPECIES]
vertical neebe70 (w3'91. T' D.C. -57/ 13450 -79/ 9R/1 5.00" 2.13 Dr i 023)
ADDL: TC WILE LL•DL. 40.0 PLF 2.- 0.0" TO 12.- 3.3" L :O.- 3.0. -69/ 12470 0/ CH 5.50" 1.99 Dr t 625)
ADDL: BC 0711? LL*DL., 2.5 PLF 0.- 0.0" TO 12'- 3.3" V
VERTICAL DEFLECT:CD WHITS: LL-Ltzle, 7L-1.ile0
ADDL: TC CONC Ll...DL.. 40.2 LK. e 7,'- 0.0' L MAX LL nut . -0.0033 0 -1'- 0.33 Allowed - 0.1/0"
ADDL: 80 CONC LL.DL= 222.0 LBS 0 12.- 3.J" MAX TL CREEP 0007, . -0.033" 0 -1.- 0.0" Allowed - 0233"
MAX Li. otr. - -0.024' e le•- 0.33 Allowed - 0,054.
1.11SI3ED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 1100 IL CREEP PEEL - -0.1233 e 10*- 0.0- Allowed - 1.272"
REWIRE-ME-NTS Or IBC 2012 AND IRC 2012 NOT PEING HOT. KRA LL PEEL .- -0.002" 0 21.- 3.33 Allowed - 7.200-
92AX 'a CREEP CM, - -0.003- e 21•- 3.0" Allowed - C.133"
ROTTEM CHORD CHECKED FOP 10020 LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX HORIZ. LL rem- 0.014" e 11.- 6.5'
MAX 1)0R1Z. IL DEM- C.031" P 1'.- 0.5'
10-00 10-D0 Wind: 120'ph, h.19.1ft. TCRL-4.2.9001.-0.0, ASCE 1-1n,
(011 11.11hte1. F.nclused, Cot.:, 003.11, :DIERSIDir',.
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, f i .. End vertical lel are expoe^d to wind.
1.T1.),, deliened for wind load,
1.'
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, .
Tho l design prepared frtm ctspur input by
GREG ARIEL TRUSS
umr:, nmclricAT:oln TRUSS SDP1 v.- 94. Wind: 120 nil)), h-17.3ft, TOOL.4.2.tcD1 .0, A7CE 7-13.
TC: 2x4 OF 4101TR 1.0A1).DURATIO11 it4CREAnE- 1.10 0111 Heiohtml, Enclosed, Cat. . tsp..% MWERSIDir),
Oct 204 OF P:411TP SPACED 24.0D O.C. lead duration factor-1.5.
End vertical(5) Are exposed it wind;
7C LATERAL SUPPORT <- 11-0C. UON, LOAD:NG Truas designed for wind ioads
BC LATERAL ZURPORT <- 1T"OC. 1100. LL i Z5.01)Dt.1 7.0) OH TOP CHORD. 31,0 PST' in the plane of the truss only.
DL ON BOTTOM CHORD - 10.0 PST'
TOTAL 1.0M) . 41.0 PS!' IGable end truss on continuous bearind W411 1.7011.
M-101 or equal typical at stud verticals.
Snow: ASCE T-IO, 25 PSF Roof Snowtrsi :Refer to ConpuTrus dahle end detail for
C4-1, Ce..1„ Ct1.1. 1.1 .tomplete specifications.
LIMITED STORAGE DOES NOT APPLY NYE TO THE SPATIAL
REQUIREMENTS OF IBC 2012 AND IRO 1012 NOT REIMS NET.
BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT MONMSONCURPENTLY„
3-10 3-10
1,__-- 'r 1'
12 12
7.00 c '
t 111-4x4
3
I 1
M-1.5X4 OR EQUAL AT NON-STRUCTURAL MEMBERS.
2 4
ts --,410g
.., ro
I1-2.5x4 M-2.5x4
1-00 7-00 1-00
cktt) PROpk-A.,
NC? ...t..xGNE€4,
.‹- 89782PE r
V
SOD trAME4 OP HOPTCN PLAN A112-7, - SI' 5 ra 1,: 0.0733
mitmmliV OIEN2WAL NOTES. utiono 222241054
1.Soldor 4o21.22222 sanfteter 27.14 no annone WI ad Nowt'MN 1 Ns r7onr n 2.224 2.72 won kno prOnentn tnnooninan to on 2212ndkal -V OREGON ...
Truss 132 2,4 wonont bet.illfilliallen frnate", 601,10,9 225NonotAmrtgabitp.deopip.partrontoos 2n4 Mtn, 15. 144 IP -,7R-
4morpoorTe.ete.reororil*IN tosp2W2422 of On bonteg donirne.
2.744 nannonotion onve broney non to roloton ntonv Non--
1 12.20 runimnothn NI orn bottom Owns Oa b.neonao brononal -17,9 s'At Fiy AS ecr '
3.Anntionn nnwnry toosnna16.4.112.2474442400ftliffte.
7 on.2rod 41 Id 42,tesponnely vness 22ono422222.24212,24,212 by
ii- ...,...4
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DATE: 18/201.5 Ino anont viounur•to IN nnoonnAnnyalino 25012021.422,44 1.b 220.7 2444.2.7744.12422257 nrnonnf Om.otNon,*
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. „ 2
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NI NUYS.2722457.4,75 7.NW.nnornws*Oman olonroor n.......... July 9,2015
2.TN notor In ikonionni onnol 72 N 7.4742.nn/555 4, 4.Phi.thel 15,WOW en WM tonno et Non and plonnt in nen N..,
2215522.4 in OM non.21.02e1'el no lorrontnd on.noluni. On.cannon van nor*Nnor Nos.
0 74222 VOW,224 2444 in.2244
IWO USA,IncitempuTrus Sanwa,.7,4,7170-E 12 For bane toornon ON dew 741....sat EVIA it 4 MOM f22To07
o ,
. ,
This Ersiqn prepar,1 from ceEptrt0r ,,nput by
GREG AR/EL TRUSE
'LEHRER SPECIFICATIONS T0E00 NPAN 2,- 0.0" IBC 7012 MAX MEMBER FORCES 4100,'l.00
TC: 2x4 or'WIMP LOAD DURATION INCREA2E.. 1,13 1-2"! 01 57 2-4"!3l 0
RC: 2%4 or*IABTP SPACED 24.0" 0.0. 2-3 (-5°) II
TO LATERAL StSPPORT ,0. 120E. 0014, LOADING
EC LATERAL 50PPOR7 ,... 120C. VON. Lit 25.01.DL{ 7.0! 071 TOP CHORD',.. 1:.0 10r BEARING MAX VERT MAX HOP2 RAG 00007002 002 AREA
DI. ON BOTTOM CHORD., 10.0 ror L00A010ILs 0000700140 000070c035 5.120 20,I10. 1200E1E01
OVERHANGS: 12.0" 0.0" TOTAL LOAD,,.. 42.0 PSF 0'- 0.0" -3:/ 2910 -12/ 4510 5.50- 0,0 or
2."- 5.0" -13/ SN'i, Of CH 2.00" 0.02 Dr f s1S1
Snow: ASCE 1-10, 25 ESE R00F 15.nni,U'7) 2"- 0.0" -10/ 390 0/ OR 2.02" D.Of Dr
0 -1, Ce..I, Ct.1.1, T.1.
VERTICAL DEFLECTION LIMITS: L1,L/240, TI,Li100
LIM22ED STORAGE DOES NOT ARPIN nun TO THE SPATIAL
MAX LL PEEL•. -0.002` 0 -10- 0.0" Allowed 0 0.100"
REC0IREMENT5 OF 700 ZOIZ Atm mc 2.01: nor BEING MET, MAX TL CREED 000z.- -0.003" 4 -1*- 5.0" Allowed .. 0.133.
MAX TC PANEL Li DEM,., 0,003" 0 10- 3.3" A1101,03 ., 0.141"
BOTTOM CHORD CHECEEP FOR 10050 LOVE LOAD, TOP
MAX TO PANEL Ti DEFL. -0.003" 0 1'- 0.2" All,,d - 0.212'
0200 BOTTOM CHORD LIVE LOAM ACT 110N-CCN0URRE5!TLY.
2-06
MAX HO0/2. LL DEFL.. -0.010" 0 2.- 5.0"
1 : MAX HOME. TS CEFL - -0.020" 0 2.- 5.0"
12
wind: 120 rh, 0-10.020. 1CDE-1.2,BC0L-s'.0. 02011 7-10.
7.00 [2'
fA11 Holohtsl, Enclosod, 000.2. Exp.B, RWI02fDi0,.
load duration factor-1.6.
761144 dosi7D661 for wind loads
in the pl0n0 of it, truss only.
3 -e
6.
0
2
t
..., 1
-4-
.„....ali ...,
M- 5x4
2-05 0-01
1-00
IrrovroCivt.t BEARING:at0:2,3,4 1 2-06
RP Op *
< t. 13
GINE
7
,
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67 -
200 NAME: DP HOATOD PLAN A11 2-A - .11 Ac61, 0. 23
/
WANNINGI: OENENAL AMC Alm•Ihen.ls•nvled Co. 'CO
1.66444r sal 46616.taft36A4N 0,03 be WOW'el at Do.A4N43.4 3 AAA 644,611 A 616144 WIRE:AIN parNlors Anals,oni A,tor on 661Aidaat S-V+OREGON 6,
Truss: fl and 1361616.6s Weft sentrtAron CiAMFOnr.. bOklin tOrp8f.ri,Amicrediiy at des",wamlen and pew
414466144366 6 AN.A461661411,4 reswolARy 46113.buking town,14 I & q,
2.b 4 cafterivon AO broom root be 164/6666.16461 show,.6
3,Cotton 46.6.46 116.140 AV bstlam 616.c66 le 1,46.1ertly twa444 al lt‘ldity .4py AS _
.3,44661664414460Any ONang to p....litobtly 41irrp a4661u634.6
7 emar,dr IVEr-..4E,E.010,4,1411111644116.63hevi AAA kVA by
. .114
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UL f.'.\
DATE: 7/0/2015 A.eacAll ADMAN I Ow N.64,4416 0134 tott.0 4.110•0, 3 0.063•31661116667 A1h14.134413661/66,16641.6wrs"Awn.4
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taAtAera 464.66404 and 41 rA Rex 466634 ent Md.'mew 11646 1 614,p7.411144,041644144 et.0 to be idted 4,111/...r.M00..h6Velnaftt.
Ind As IN'try 64.1336.-alano.
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6.Doc,43,stmes AM 1.4.4 Ata11.463464 46.4‘3141,41 voreicp•if
S.CompuTAA O.,ne VrIfral ow eNdl 111..%.14111/0.16016,1a63» EXPIRES: 12/31/2016
ree0.11,y.
34611646141.64.33136.3613,461 4,611,411114366 616116634.4606 o,Ninon warn.16244Aste fira.A5e A reve146 July 9,2015
6.TINA*sir I4 tow./MMOVI il,r.WAWA.AO 1461.3, R.notro Vol be 3660.1671 1:416 Am"ei enns,.661 444444 se AA.Af r4.6
1111W6C44,KM,Amos 0*64.,6411 be hern.rdupe......t, leR4 thiftiali WIT}MI elktiffet tow.
St 0411,indltr..11.011 eA DANN inehts.
000.0 USA,IncitonpuTnn Whew*710(104 VA For twit co,6666A464.14 doir vit6o614.4 63361111 65563116341.3341*
This design prepared tree,-,,amruter inrUt by
GREG ARIEL TRUSS
LUMBER npecurcATIonn 2=09-01, GIRDER.SUPPORTING --08-02 TEC 2912 MAX MEMBER FORCES 4W9/GEF/C1=1.00
TO: 2x4 DP RIsATR LOAE DURATION :Nc552922 . 1.15 tNon-Pepl 1-2=f-441 29 1-1=5-12 10 2-3.^1-69) I'?
RC: 2xE De 55
WEBS: 2X4 De STAND LOADING
Snow: ASCE 1-10, 25 PIT Soot Snow(Ps) BEARING MAX VERT MAX NOR: PPG REQUIRED BEG AREA
TO LATERAL SUPPORT <- 12"0C. UCN. CS=1, Ct=1, Ct=1.1. I=1 LOCATION:: REACTIONS REACTIONS SIZE 50.115. (sr rc1r.S!
EC LATERAL SUPPORT <- 12"0C. UO14. 0.- 0.0" -19/ 298.' -18/ 3211 5.50" 0.48 DE t 955)SC 9:552 LL) 25.01+ELI 7.9). 32.0 5532 O.- 0.9° To 2.-- 955'. V -ZO/ 2225' 0/ 28 2.00" 9.35 De
BC UNIF LLt 0.0).1'Li 10.01.. 10.0 PSF 0'- 0.0" TO 2•= E.2" V
SINGLE MEMBER AS SHOWN. BC 11919 It.) 70.0)+DL) 49.71= 119.0 ru 0. 51.55" TO 2.= B.0" V VERTICAL DEFLECTION LIMITS: LL=1./245, TL=L1180
HANGERS ATTACHED TO BOTTOM CHORD MAX TO PANEL LL TEFL- -0.002" 0 1'- 4.4" Allewed - 'J.110"
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL MAX TO PANEL IL PEEL= =0.003" e l'= 4.4" Alloved ,,, r.isT,-
%PALL HAVE 1.5"MAX NAIL PENETRATION. REQUIREMENTS OF IBC 2012 AND/RC 2012 NOT BEING HET.
VAX HORIE. LL DEFL = -0.090'
BOTTOM CHORD CHECXED FOR 11PSF LIVE LOAD. TOP VAX HORT:. TL TEFL .,. -0.000"
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY.
2-04-04 2-01-12 Wind: 125 mph, h=1,5.9ft, SCEL=4.2,POEI,E.0. ASCE 7-10,
f f f WI Heights1, Encloaed, Cat.2, F.7q,B, Mi
WERS(Drl.
load duration factov.1.6„
12 End vertical4s! Are expased to vind,
7.00 77 Truss designed for wind loads
Sr the plane of ths truss only.
. ,
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Truss: J2 ..mw.yonit*Peen teoPleelen opeeweiti• 10444.2caenx.eet Aer4cataVy.hksigeRv.e.4....eaRnx., GQN'P
eleawaseashx.nneemeg Ow re.Rxreaaty oft.hatanorlegsna,. . '57,4.b, 4/4 RY A'S q.'
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, 1'we/AIM/0 4.4.peped•e AV/00•44 towed th,eve.a0traeWesis kir -lir ea0
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ATE: 7/S/2015
mok....0~wok*r.megv.a.aty of me WWI 44,47".. 3,74 1.pcbet t1.101.3 or lewd bestrm reWin.4 Owe Penet••
S EQ•: K1296501 4 Na 11344,4!lat.4c1 be 4nAcci No 4,0 tropece.1 WM 40.40 lonKtm.1 S.S.O. el tr..it Ch.notracesibffltc et t,co rmeti.eforefocka
Colima ter tcompict.450 53 no Wm.11.144 4,11,440 ireVor 1,,,efr 2 Cashr crowns*ihr44411 414 ic Wirk411 IA a cktaxaerocirco chroiOnnewk,
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TRANS ID: LINK a.a.,9444 to MOO le or/tempcn414. 4 O..,Iwo.kliPleeep II 44 449fee•PIAPI Wee WeeP/0 0
5 5,4•VPIP04 444 re 44.4rol.0 4,43~v.Mb tocormblitc by fte EXPIRES: 12/31/2016
.......,
,.........x.m.,,,rod ince414.35eltac.p>.***. 7.041cs ecirent4 ctuncm4 n vr/0444. July 9.2016
a."Ms orlirt ic tumootad suhedt4 4.4 14,444,,,4 445904,em Ill,Plet4s skiff bobtail.,an.beer boos attrust WI:4mM Se 111.4* 4.
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Wet USA.Ine/CaneuTrus SAW,*76.70 1).E is ro.be*cco~cr idec 4.75.414cm.*5514.511 I.EW me wok)
, ,
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Thi, design prepared Tree co7put n r input by
GREG ARIEL TRUSS
LIMBER r;PECS FI CATIONS' TROTS SPAtl 2.- 0.0" IBC 2012 MAX MDMER FORCES 410/GDP/Cy-1.0S
TC: 2x4 OF 114170 LOAD DURATION INCREASE= 1.15 1-2=t 02 5, 2-4-t01 0
RC: Tel Dr *14170 SPACED 24.0" O.C. 7-3=1-051 0
7C LATERAL 2001051 o. 12=oc. Duo., LOAD/NG
RC IATERAL SUPPORT ...,- 1 2-cc. USN. Lt.( 25.02•DI.t 7.02 ON TOP CHORD- 32.0 027 REARING MAX VERT MAX 52001 PPG RECUIPED PRG AREA
DL OH BOTTOM CHORD= 10.0 PSE LOCATIONS REACT/DNS REACTIONS 3120 SO.IN. {SPECIE::t
OVERHANGS: 12.0" 0.0" TOTAL LOAD= 42.0 PSF' 0'- 0.0" -39/ 2917 -10/ 3521 5.50" 0.4. DE
1'- 11.0" -2f/ 3013 0/ OH 7.00" 0.05 or (:s)
1:
Snow: ASCE 7-10, 25 rsr Roar Snow(Fs) 2'.. 0.0" -231 441' 0/ OH 2.40" 0.07 DE t B2S)
7.00 c7 C.ol, Ce,01, Ct=1.1, 1.1
VERTICAL DEFLECTION LIMITS: L5e.1.1240, 15-S/ RF
LIMITED STORAGE tots NOT APPLY DUE TO THE SPATIAL
MAX LL PEEL= -0.002" 0 -1.- a.o.. AlloWed - 0.500.
RECNIPEMENTS OE IBC 2012 AND IRC 2012 NOT BEING MET. MAX TI,CREEP PEEL=..0.003" 0 -,1,- 0.0" Allowed - 0.113"
MAX DC PANEL LL DEM= 0.002' 0 1*- 1.0" Allowed ,,. 0.103"
BOTTOM CHORD CHECKED FOR 10552 LIVE LOAD. TOP
MAX TC PANEL IL REEL= 0.002' 0 I"- 0.9" Allowed
AND BOTTOM CHORD LIVE LOADS ACT NOV-CONCURRENTLY.
am HOR/2. LL DEEL= -0.000" 0 1'- 11.0"
MAX OVOID. TL PEEL - -0.000' 0 I"- 11.0"
Wind: 120 Pub. b=10.0ft, TCDI=4.2.PC2L-0.,0. ASCE 7-10.
tAll Height.), Enclosod, Cat.2. Exp.R, lOtERstDir:,
loud duration factor-1.6,
A -1', TrUS. designed for wind load.
in Oh. plAn. of thA truss Only.
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Truss: JD *NS Wwima be**as.seaucton weetww,. buld.Ston...d,AAVIAAMPA lA&VOA 1.44.44 PA11,40. 1 1%6,
(10 07r
, 2 214 estrendwerrodt 9.0tutd mud B0 datsidi dd.Www=o inta,.....u0t......*00 4 th•oespeAsibett OP*tuilliti r14.4.4.,
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DATE: "-AUL %•
7/0/2015 n.erweAll Pub.IPA fropen•Allty atlfx tsilde9*Low 1 brtdpod 4410,1,10.40 W.W.II 1440.4 Owe rotxt.w.*
SEQ.: K1296502 A.149 bad snaAll 14 arpfrti 4 ent comm.,Irdi efOot a Int.)K4 &14411250254 OKA"4 KO 444.4.44.4 al me mr.9099.0.9.00,
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TRANS ID: LINK 4444.11sAto be.APISI....44 4.41.0441.
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5 C.,VIONS NM rd WIMM W WItylk0f.MO 1.1100,Wit,brthe EXPIRES: 12/31/2016
rortilWy.
hbritalkin,V.64041 54444.1 and MlagiAPA of campar.n4, 2 D.A.Q414.,.tAIMA4 tramp$o perAdot stinJly 9,2015
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1ST ck USA.InniCurepuTnd Sottruit.7.43.7(10.4 tO,nrt..........k....r...u.....AVM II A URA**PAT•4
This design prepared from oomputer inpht by
GREG ARIEL TRU.7.7
LUMBER 5PECIFICATIONS TRUSS ARAN 5,- 5.0" 100 2012 MAX MEMBER FORCES 4WA/GDP/C1=1.00
TO: :JO Dr RIARTR LOAD DURATROV It:CREASE - 1.15 1-2-1 PI 43 2-4-301 0
SC: 20 DE IIIBTA SPACED 24.0" 7.0. 7-3-3-7,1 17
TO LATERAL SUPPORT 12"OC. 7073. LOADING
BC LATERAL SUPPORT s= II"OC. CON. LIE 25.01.4[51,1 7.93 ON TOP CHORD= 37.0 333 BEARING MAX VERT MAX HORS. PDC RECURRED BRG AREA
IH. ON BOTTOM CHORD= 10.0 PRE LOCATIONS REACTIONS REACT/MIS 2330 01.13. frPECIES!
OVERHANGS: 12.0" 0.33. TOTAL LOAD= 47.0 PSI 0'- 0.0." -23/ 33453 -4/ 54H 5.50" 0.E: or ( 0753
5'- 5.0" 3/ 95.3 01 OH 2.09" C.15 Dr S2.53
snow: AsoE 7-10, 25 331 Roof semv(Ps: 70- 34.0" -32/ 1493' .1/ CH 7...3001 0,:4 RP , 1253
01=1. Cr=1. Cta1.1, 1=1
VERTICAL DEFLECT/ON LIMITS: LL-L/240, TL-1.(190
LIMITED STORASE DOES NO2 APPLY DVE TO THE SPATIAL MAK LL REEL--0.002. 0 -1.- 0.0. Allowed = 0.1SO.
RECUIRVIEDDS OF 30307017 AND 1RC 2012 3307 030111003107. HAS T1.CREEP MEL--0.005. e -V- 2.0- Allowed = 0.13.3"
MAX TC PANEL 1,1,PEEL=-9.93P" L.4 3..- 1.5" Allowed = 7..335"
BOTTOM CHORD CHECXEC rop. 10055 LTDE LOAD. Tor. MAX TC PANEL TX,REEL ., -9.0SP" i.? 3'- 1.5" Allowed = O.593a
AND BOTTOM CHORD LIVE LOADS ACT/7011-CO3CUPRESTLY.
MX HOPIS. LL 03001.= -C.000. 0 s'- 5.0.
5-D6 MAX #403417. 70 03010 = -0.000" R 5'- 5.0"
I I'
Wind: 120 mph, h=17.3ft, TOOL..4.2,ECOL=4.0. ACE 2-10,
12
5.09 17' INII Heights'', Enclosed, Cat.% Exp.B, mwrpni0irl,
Idad duration factor=1.6.
Truss designed for wind loads
in the plane of the troas only.
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0034 NAME: OP HSRTON RIAD 0112-A -SI ScRls: 34 110 ;/ _..-4; -'-- /A\
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WARNINGS: COMM N03501. wawa sews**MN fr, CO
1.Poldo NO NNW botnetar WM b.adi..4 0 atm*NON I.,503#0 1 MN M.Nen 11.WNW,NM N.I a N AXI•VP.a.1 OREGON ''s
Truss: .13 Rsi~.04 eton tassts.KeRs t.-.a. boa...,realweard.spriesbsty el Ow NNW..ard we le'Irite fP V
PWPOONelmlowt.Pa Wwwlet PI%WAIN NNW
Z,.20 compwan,...4 Oat dsd mat he itwholedweete sees.s. '9.,t, 41.1ny AS• 4'Z'
1 Ow sOn Wow ta la M 14.4 Mop ON44 le MM.WW1.1
3,4050aNIMpowy 1.1.11V V.Imre ststalt,IWO;ce.butt. Z*A.soda PP 4,4 waNNO,NW bnwadnemogneut Vat Won he i'fr
a Pa waresbito et Pa mew.PIPMal pamawl WO.ol tads..sossessd up.11 as plowesNOMXPCNWP ONWPC).
DATE.: W0/2015no v..I I*vat.a ON wowbity 0 the MON NNW, 0 N in...WOW of IONI WW2 NW*"Ow*hews** PA UI,. C3S4
K1296503 ?,Wwe saUM:WM 4WNWPa war...1W
romndNeNtanoNWNM NNW.NOW..
5,15.....Nown Wow w la b.4.4 0.1.3.401.,.etni....rtt
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5,CoeVirfv.s I.P1 I.p0i14,60rAvr ensile,.no trowlay tPa ord are 43l3
TRANS ID: LINK
EXPIRES: 12/31/2016
hitn1.1106,hir.109,retiperwe sod 0444~a txxlmommls,
34 Desowsm.MatalNOWN Of NNW 4uly 9,2015
4.To&MN WNW MOON Pa WOW pa M Po I.PM.IMil N MM..MI far. VIM,ill.n tiRC.0141,or tfkrft,
A 11051,WIN el Om NI be RNOW WM NOW 1,55.033451 PO,NO ewes?bms
1 , 1/33.0USA,linciCWOOTrInt Weems 7.8.701.1-E 9,NS.POW m NM*in Met
113 We bite OWetel 7.1.1..0.171.VOA,Ne 54P.1311 ES R4 NA MO)
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This design pr4tpared from creep:ter input by
aRr.c;ARIL TRIM;
LUMBER SPECIFICATION::
TRUSS SPAN 5"- (..0"
!DC 2012 MAX HUMES ropcsn 4NR/GDF/C1=1.00
TC: 2W4 Dr 1413TR
LOAD re1PATIOIZ ILICPEASE- 1.15
1-2r1 0! 41 2-4*,(01 4 3-4,,t-1531 33
PC: 2x4 OF hiliBTP
SPACED 24.0^ 0.0.
2.-3-t-43) 14
HERS.:
4,,4 Dr STAND
LOADING
TC LATERAL SUPPORT ‹.... II"oc, VON. LEL 2.5.014DLt 7.01 03 TOP CHORD= 32.D PSI' REARING MAX VERT MAX HORT. BOG REVISED BOO AREA
RC LATERAL SUSPORT 5- 11iC. VON. DI. ON BOTTOM CHORD= 10.0 PCF LOCIVTZONS REACTIONS REACTIONS SIZE. 50.177. 7SPECIr17
TOTAL LOAD n 42.0 SSE' O.- 0.0" -23/ IR3V -4/ 57N 5.5P" 3.41 Dr ! 625)
OVERHANGS: 12.0" 0.0"
5'- 5.0" -7/ 215V 0/ OH 1.0a- 0.34 ryr 7 C:5)
Snow: ASCE 1-10, 25 000 Duo: Onowt7s1.
55.1.5x4 yr rqual et non-mtruetural
Cs=1. Ce=1„ et-1.1. I=I
vertical mrnb.,rs ltlabl.
VERTICAL DEFLECTION L174145: LL-L/240. 11,1,./I30
MAX LL PEEL n -0.002" E,, -1'- 0.0" Allowed - n.ltV.
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL.
MAX TI.CREEP MI.e -1),.001. I -1'- a.e.• Allowed - 4.133-
RECUIREMENTS OF IRO 2313 AND IRO 101 NOT FIETIN:MET.
MAX TO PANEL LL PEEL= -0.052' e .7.'- 10.5" Allowed -
MAX TO PANEL TL DEFT.= -0.075" 0 4•- 10.5" Allowed - 333'
P044044 OHDRO CHECKED FOR 103.50 LIVE LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NOM-CONOURPEtFTLY,
MAX RORIE. LI. PEEL,,, 3.000" 4 5'- 4.3"
5-06 MAX NORTE. TL DEFL - 0.000' 4 5'- 4.3'
I Wind: 120 mph, h.17.3ft, TODL=4.2.1440L-9.0. ASCE 4..14,
12
tAll Hniihtsl. Enclosrd. Cat. . Esp.0, MXERStD4r5.
5.00 t: '"
load duration factor-1.9,
TrItsg design=d for wind loads
in the plane of the truss only.
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JOS NAME: DP HORTON PLAN A112-A- J4
Sca1 : 0.6541 ..---i. A
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WARNINCIll, 011111EWAL NOTES. tam tepanatarnha V ' - -45
1 Subb sed eateramtralat*MAI a*bad al a Gomel ben I.TM babel*bad mbar,lee brableratem ead sae a Webb 1? OREGON
Truss: J4 berbarresr NOM esesealles areemeei baba terperert emplebals a bob pmemem mg ebbe 1;:„.. 4q/. 15=. 444!.r
oreereenteen a temem**re borrealts eta*bribe berm
3,2.1 merression be Mem met bi.baba Mar serm,
-7,5, ..-fpy ‘6.,
=........„..„,...,..ROW,04.01110 to Wray Mae sl
3 karma Imam,tamp bra*baby iklriPif 0.42/010/6ft
2,a.bel et 1r cc roorradssOudess read remorbre Pre*erre*
ir faXN1
te tb tarburing are barb Arelesallememert iniang 0'
.......9.4........(44...orpork4C,
PA Ul... rt'
DATE: 7/8/2015 re 0.1...........Or*....... I/stissad bedreg et blerel tatrell*Merl er.le•Ike..'1
SEQ.: K1296504 1,Nab*Obit Da$.444..,seembert arei Me a rams**1 4 retarmel Irtm 1*re brembely etre mbar*abbe..
.........N.O.M..Mad mg Mb grab Mb A Ibbrarreem bear.1.141 b 1,14.1...41,4,1Ihi.....
P.R. eweeso TRANS ID: LINK
S.Derr mobs 11.41ramp re a lamb abr.Sbr a Merl 4
5 tersetra be re stab me ra mums nammearry br.
EXPIRES: 12/31/2016
mresery.
fatitabe,barb 1....ml retalart of teeperers. Y.Dillir 11.102.oft**.*map Fs imbed
July 9,2016
4.Th.dwior v.fantherd label Is re Itreast*al liest.tr, IC Rebe sea be bared a talls Saes atm*,eed Mad st.lbw rem
telliVrtA 11 PCS.Saba babe al De lamb*IRe*bat ims abbe be bre prbarea.
1 Drh Marrs.a plre is meet
$AIT,Ht USA.VniCempulhis SoNwra 7.6.7(IL).E ,0 r.e...t.tonnectpr 00.4,9.401 toe S141311 ES/man nATA0
This design prepared from cernutr input by
GREG ARIEL TRUSS
INNHER SPECIFICATIONS TRUSS SPAN 3.- 0.0" 2010 2012 MAX MINSEP FORCES 4wPiGEF/C,1-1.0C
TC: 2x4 DE 4148T0 LOAD DURATION INCREASE - 1.15 1-2-I 01 41 1-4.(01 0
RC' 204 OF 4101.7R SPACED 24.2" O.C. 2 -101 10
TO LATERAL SUPPORT r. 1.7."0:0, 1101. LOADING
PC LATERAL 5VPP007 < 1200." 000. LII 25..0).DLI 7.0) ON Tor CHORD- 32.0 000 DEARING MAXI/00T MAX DORI DAD RECOIRED BRG AREA
DL 00 DOTSON CHORD- 10.0 PSF LOCATIONS. REACTIONS pu,c7to1I2 21:20 _IQ.In. (SPECIES)
OVERHANGS: 12.00.0" TOTAL LOAD- 42.0 PSF O.- 0.0'. -:00 3100 -2/ 40H 5.00" 0.51 OF
y 5.21 -17/ 0421 0/ 0H 2.00" 0.14 DE t 0251
Snow: ASCE 1-10, 25 ESE Roof Snow(Ps10.l' 0/ sev 0/ on :.,.00- 2.0? DE i 0251
C,I. Co [. C1.1.1, 1..1
VERTICAL DEFLECTION LIMITS.: LL.L/.740, 71-L(190
LIMITED STORAGE DOES NOT APTLY DUE TO THE SPATIAL MAX LL TEFL . -0.002" 0 -1"- 0.0" Allcwed - 0.100"
RECUIRIMENTS or IBC 2012 AND IRC 2012 NOT 0101401407. MAX TI CREEP TEFL - -0.003" 0 -1'- 1.0" Allowed - 0.133"
MAX BC RMIEL LL TEFL - 0.005" 0 l'- R.3" A110imd r 5.132"
BOTTOM CHORD CHECRED FOR 10021F LIVE LOAD. TOP MAX BC rAum 71.TEFL- -.0.011" 0 1*- 11.3" Allowed - 0.17 "
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY,
3-06 MAX HDRI./, LL DEFL .: -0.000" 1 3'- 5.21"
4- I MAX HORST., •TL MEL ..: .... .000- i., 3'- 5.0"
12 WInd: 100"ph, 516.910, TOD1.4.1,BCOL. .0, /1200 7-1n.
5.00 237' (All H0i9D10. Enolrard, C.T.T. Exp-E. INFROIDir,.
load duration fat:Arr.:51.E.
Truss designed for wind loads
in the plan.. of the trussonly.
3
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JOR NAME: TR HORTON PLAN A112-A- 15 .10a10: 21.0001 ,:''' , ---"' / •I'' \
rialeaMOS: GINtRAL MOTU, %mins,,,swoes•no WS V 40-
1.110140 VA 4.1.,sarescler*nods bl,00"ed at a Omai linW. 'O.TS.dosyn*Sawn!p*wan ine inewnefets sAson..ni On,on...Sal OREGON .**,
Truss: J5 snel Wes.ls to/se.estOnstort one.rnem. Su*Sno...VOW..AppkOMY id OW 114.4,441%Me row $."74tei q, 4IZ
emposTAn al cornpenwnt%Orr misste.,b/Ss a*.SOON 6.10",
1.Zr4 st.pnnsipisn vsS 1/8011,..1 S.0.40.4••••••sl•e•••, 2.D.1:/‘wsts Tno I.P 10,4 WOW,Odra*I.be bis•SSI Se...1 SI 19 4n y at b'
J.Melsbnettnnowsts tftchng lo*me* Sonnirsansin~ r,..,..4 st to.c nslwese/y sea..S...,••••14.01•S•SONP•SS
*0.mosestrety sf the~V.Addric.1 0.mwi0mas1 41 rem..snagswp ex*los plysene snssINnert)mere,drps4,11e).
DATE: 7/8/2015 is,.....**.xwosir.wiremblity err ailiarg di.Oro/ 3.2,t Invisf Sees*/et Wong dessOns RV**,.o..Iltml.. PA U L C'S.4
s EQ.: K 1 2 9 6 5 0 5 .1.HOW Visliel bs seoiod is on,sseyssorl I *.010 a bfiliff9 Ilndl +4 Instalbtion st Ms Is 4,0 rtsseestoSts et Ms eikssostss tonnes,
S_000Slisenet taws sr.le be 411414 in a iton-es/ros/o•nrierw.1.
frol.n.i.en,tionOtts ikne et ros&no should*Iv both Tenth/VW
stnS a*.Wary me/1*W et.r. ,
TRANS ID: LINK 4.00.b."Or smiled Ss sr,sieronnorot S.Diilstr swaemet%X Wong at se weptevsnoteeL 14.......01.e
S.Geerssitnos Nes tss co/krol per sad*W.,es tesInansenS•/In•Sn* mpr...Ary, EXPIRES: 12/31/2016
.0..0*.m..9....00000.d0*10100 00neeft, T,Desacr.Yeearn.11*Ykliu•iednik.q•is mirk*/ July 9,2015
6.This desgs Os SrnisSod stidOst Pe Thekninoftse sot tons by $.ill,..*.i e.Inel/rd on SA las.eltnisl.snd Mai./sa ara e•••••
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This design prepared from computer input by
GREG ARIEL TR=
LUMBER SPECIFICATTONG
TRUSS SPAN 3.- 6.0'
IBC 2012 MAX MEMBER ronr.5 4WPIODE/C1,1.2P
TC: 2x4 DF 01,BTR
LOAD DURATION INCREASE - 1.15
1-2.( 0/ 43 2-4...r01 3 3-4,(-971 r'
RC: 2x4 OF CIEBTP
SPACED 240O.C.
2..3.4-61S 0
WEBS: 2x4 DE STAND
LOADING
TC LATERAL SUPPORT K= 12"DC. UON, Ltt 2.5.o).1mr 7.0011 Tap celoE11- 32.0 PSE BEARING MAX VERT MAX HOPE BRG 01110E21 DAG AREA
BC LATERAL SUPPORT (.. 100. UON.
DL CU BOTTOM CHORD - 117.0 000 LOCATIONS REACTIONS REACTIONS 212.0 $Q.IN. (SPECIES)
TOTAL EaA0 - 42.0 PSF 0'- 0.0" -30/ 31717 -2/ 394 5.50' 0. 1 nr f 0251
OVERHANGS: 12.0" 4,1'
1.- 0.9' 0/ 12911 0/ OH :.00" 9.2) DE l 6251
Snow: AsCE 7-10. 15PorRoof Sno40001
Cl-I. Ce-/1, Ct-I.1, 1.1
VERTICAL 0.nr0oTtal LIMITS: Li-L/240, TI-L/IPO
MAY. LL VEEI -0.000.- 0 -1'- 0.0- Allowed 0.100.
LIMITED STORAGE DOES NOT APPLY DUE 70 THE SPATIAL
MAX TL CREEP not,- -0.003" P -I.- 0.7" Allowed 0,133'
RECDIREMENTS OF Isc 2022 AM IRC 2012 NOT 001110 mET.
MAX 72 PANEL LL PErl.- 9. 0' B l'- 0.1" Allowed . 0.182'
MAX BC PANEL IL 1104'),- -9.011n o 1'- 10.9' Allowed .. 0,100"
BOTTOM CHORD CHECKED DOR TOPSF LIVE LOAD. 70P
AND BOTTOM CHORD LIVE LOADS ACT NOP-CalCOPPEPTI.V.
BOX 4)0011. LL PEEL 0.000" 0 3.- 4.1"
3-06
002 PORTZ. *Pt TEFL- 0.000" 9 3'- 4.3"
f
Wind: 121 Mph, 1,16.9ft, 2COL-4.2,9COL.P.O, ASCE 7-10,
12
(All Heights). Enclosed, Cat...% EXP.R. MWERZfDirl,
5.00 CV'
load duration factor.1.6,
Truss designed for wind loads
in the plan, of the tn., only.
11-1.5x4
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1...............M.M.MIMIEMM= ____
Symbols Numbering System General Safety Notes
PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property
3 ' Center late on oint unless x,y 64-8
4 8 dimensions shown in ft-in-sixteenths
/4 P 1 I (Drawings not to scale) Damage or Personal Injury
offsets ore indicated.
�= Dimensions are in ft-in-sixteenths.
! Apply plates to both sides of truss 1 1 2 3 1. Additional stability tracing for truss system.e.g.
and fully embed teeth. dogonalor x-bracurg,h always required. See BCS1.
TOP CHORDS
cza 2. Truss tracing must be designed by on enginer.For
cr-2
wide truss spacing,tncvidual iteral traces themselves
�/16 r 4 may requie bracing a dternative Tor I
' � lst
bracingshould bcosidered._ 3. Neverexceedthe dn loadunoand never_ dack materials on inadequately traced trusses.
a
O 4. Provide copies of(iris truss design to the building
I designer,erection supervisor.property owner and
For 4 x 2 orientation,locate BOTTOM CHORDS ail other Interested parties.
plates 0-'.,o from outside
edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other.
6. Place plates on each tote 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 ANSUIPI I.
.� required direction of slots in I THE LEFT.
connector plates. 7. Design assumnes trusses vii be suitably protected from
the crooner(in accord with ANSI/WI 1.
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT
Plate location details available in MITek 20/20 NUMBERS/LETTERS. 8. unless alhervvise noted moisture content of lumber
software or upon request. shall not exceed 19%at tine of fabncattan.
PRODUCT CODE APPROVALS 9. Unless expresslIyy noted.this design is not appicable for
use with fire retardant,preservative treated,or green lumber.
PLATE SIZE � ICGES Reports:
The first dimension is the plate to.Camber is a non•structwal consideration and is the
4 x 4 width measured perpendicular ESR-t 311,ESR-1352.ESR 1988 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.
III the length parallel to slots. i i.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 alt respects.equal to or better than that
SYP represents values as published I specified.
�i Indicated by symbol shown and/Or I by AWC in the 2005/2012 NDS 13.Top chords must be sheathed or purins provided al
by text iri the bracing section Of the ( SP represents ALSO approved/new values spacing indicated on design.
output. Use T or I bracing with effective date of June 1.2013
if indicated.
14.Bottom chords require lateral bracing at 10 ft.spacing.
or less,it no ceiling is installed,unless otherwise noted.
BEARING j 15.Connections not shown are the responsibility of others.
i
Indicates location where bearings 16.Do not cut or alter truss member or plate without prior
(supports)occur. Icons vary but ` C 2012 Mitek®All Rights Reserved approval of on engineer.
4111111km NIP reaction section indicates joint i
�� nu17.Instal and load vertically unless indicated otherwise.
ffff ai
Minmber where bearings occur.size shown is for crushing only. 1to 18.Use of green or treated lumber may pose unacceptable
envirorunenta4 health or performance risks.Consult with
1.--...-.1.1 project engineer before use.
Industry Standards: 19.Review allportions of this
design(front.back,words
ANSI/TPI1: 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. ■ 20.Design assumes manufacture in accordance with
SCSI: Buildingdto ComponentGoodraSafety Information. l i I ANSI/TPI 1 Dually Criteria.
Guide Good Practice for Handling,
Installing&Bracing of Metal Plate
Connected Wood Trusses. MiTek Engineering Reference Sheet m11-7473 rev.01/29/2013