Plans (2)II.
4 Al S7 ,a6 -oof 7r
. GABLE ni(O S4) (Se&I (N'c-. 4
) 1
—I—1—
M00'00 L D.R. HORTON
SPAN- ,
I PLAN A112 B
] - - ! I 1
;L,
PORCH RIGHT
Al 1 1
,...41)
EC AV
. - 1
SEP 2 7 2016
CM'OF-FIG i RD
BUILDING DIVISION
1 1 i
rt
1
i { 1
1
_,. .,
6/12 PITCH (MAIN)
5/12 PITCH (PORCH)
2500# D"P" G X
< 5 AT 1-0 O.H.
1 1
__ 25# LOAD
..]
- --
1
... .g M
I I
i
1 1
i fq— ARIEL TRUSS CO INC.
(360) 574-7333
-I 7
DRAWN BY:
1 '
KEVINLENDE
11.—'n
f,
...,
I I
1 ,
3-6 JACKS 5-6 JACKS
, 7-08-00 _ 4
UPPER GABLE
SPAN
GABLE CA9
D.R. HORTON
el i ii i
PLAN A112 B
i 20-00-00 I, I
1 PORCH LEFT
I
....---....--.....4
i I
i
_ r
-'i 6/12 PITCH (MAIN)
5/12 PITCH (PORCH)
1-0 0.H.
. 1
25# LOAD
,, —
----- —
6500# DRAG
1
___
, . 111:—
_____...____ ___..... _,. ARIEL TRUSS CO INC.
(360) 574-7333
IHT
i I DRAWN BY:
LLKEVINLENDE
-4- i_
I ,,,,------
, ,------„
},1 t
I ...-------- "-...)
'f 1 it
Alf osz-4-
,
1 r
, r
'---,4%---_;---4.--11,--4---- --4--- 1.---Llif
5-6 JACKS 3-6 JACKS
1 7-08-00 1
UPPER GABLE
SPAN
GABLE /C9
-1 1 D.R. HORTON
i 4
1 I I PLAN A112 B
20-00-00 ,
L., ' PORCH LEFT
SPAN
4
4
i 1
1A'k
6/12 PITCH (MAIN)
5/12 PITCH (PORCH)
1
1-0 0.H.
25# LOAD
4._
5i 0# DRAG
i
I 1
ARIEL TRUSS CO INC.
(360) 574-7333
i
-4 S'
1 1 DRAWN BY:
1
KEVINLENDE
i
, - A
----fr-- Tr- ,
GAaLt
1 j
i t
i: 4 i.,
5-6 JACKS 3-6 JACKS
7-08-00 i
UPPER GABLE
SPAN
M
it
MiTekt
MiTek USA, Inc.
250 Mug Circle
Corona,CA 92880
951-245-9525
Re: DR HORTON PLAN Al 12-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: K1296507 thru K1296515
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.
P R OPes,
'S.f<
oGINE,
az- 89782P E
"47A,OREGON
-4/i1e i45 1;4e*
1r PA U L
7,1P1841 2/31/2016
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/TPI 1.
Thin design prepared from corpwter input by
GREG ARIEL TRUSS
LUMBER SPECIFICATIONS TRUSS SPAN 20'- 0.0" IBC 2012 MAX MEMBER FORCES 410/GDP/Co-LOC
TC: 2.x.1 OF 011076 LOAD DURATION niceunr. - 1.15 1- 2 ) 91 50 2- 5.101 1075 3- 6.1-351) 105
PC: Ix) Dr 0145TR SPACED 7.4.0" 0.0. 2- 1-f-12901 56 6- 6-101 107e e- 4-1 0) 599
WEBS: 2e4 DF STAND 3- 4.1 -9751 22 9- 5-1-3511 105
LOADING 4- 5=i -9751 22
TC LATERAL SUPPORT < 12'0C. VON. 1.1.1 25.01+131.1 7.0) Ott TOP CHORD.. 12.0 PSF 5- 61-12941 56
PC LATERAL SUPPORT s- 12'OC. U0N. DI. ON BOTTOM CHORD - 10.0 PSF 6- 7.1 0/ 50
TOTAL LOAD- 42.0 PSF
OVERHANGS: 12.0" 12.0"
Snow: ASCE 7-10, 25 PSF Roof SnowIrs/ BEARING MAX VEST MAX HORZ BRG RECU1RED BAC AREA
C.61, Cel, Ct1.1, I•1 LOCATIONS REACTIONS PEACTICSIS SIZE 50.1N. !SPECIES)
D.- 0.0" -39/ 954V -71/ 717) 5.50" 1.53 Dr 1 425/
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 20'- 0.0. -39/ 9540 0/ OH 5.50" 1.53 Dr 1 6257
REQUIPMENTS OF IBC 2012 AND IPC 2012 NOT BEING NET.
VERTICAL DEFLECTION LIMITS: LL-1/240, 71,1/180
BOTTOM CHORD CHECKED FOR 10Psr LIVE LOAD. TOP MAX LI. DEFL - -0.002 P -1'- 0.0" Allowed - 0,105-
AND 50115044 CHORD LIVE LOADS ACT NOM-CONCURRENTLY. MAX TL CREEP DEM - -0.003" P -1'- 0.0" Allowed - 0.133"
MAX IL DEFL -0.036" 5 10... 0.5" Allowed ,- 0.954"
MAX T1.CREEP mit- -0.053" e 10•- 0.0" Allowed - 1,772"
MAX LI.CEF7. - -0.002" P 21'- 0.2" Allowed - 0.109"
MAX TI.CREEP DEFL- -0,003" P 21,, 2.0" Allowed - 0.133"
HAX 1101410. LI. DEFt.- 0.010" 5 19'- 4.5"
HAX 7)OR1Z. TI. DEFT. - 0.026" P 19.- 6.5"
Wind: 120 oph, h-18.70t. TCDL-4.2.11COL,4„0, ASCE 7-10,
7911 Heightsl. Enclosed, Cat.2. Exp.B, /1141-PSIDir).
load duration foctor-1.6.
10-00 10-00 End vercicol In) ore exposed to wind.
f Truss drol9nrd for wind loads
5-DE-11 4-03-05 4-03-05 5-06-11 in the plane of the trues only.
1 f f f f
12 12
4.00 [ ... 111.1-4x5 "SI 6.00
4.0
4
111141111111%
00 III4000000001111101111°11111111111111°:o 2..10111111114%
14-1.5x4 H-1.5x4
)
..... ,
.,
. 1111111111111111111111b. ...Id IIAIIIIIIIIIIIIIIIIIII..
C, 0 CI
M-2.5x4 M-3x8 14-2.5x4
PROF
10-00 1D-00
Ga), GIN
u‹:2
1,
c; R ...t.
,..-._. .
1-00 20-00 1-00
".4./ "P.
.-c- 89782 P E rJ09 VAMET DP 7)05 071 PLAN A112-B -Al .7.cale; 0.1126 _ ,7 - ----z-
'
' -
.-
INIANIKSII: WIRRAL MOTEL •••••••.....Wee/ GI CO
I,Saber sed wee..ewe...?thWell ae.o.reeeteioeeeniNere
7,11.11...nt....eron Or pereweerre Yon"rred le rr•ow wrIerieLer ., .1://OREGON N.
Truss: Al WWI ce.....ArglIgAIRI•I Owl powarler..11 pi.. 'ZI T'
vel 6`09...•Wm enn•Innien er...KV.
10 110 I",
117a .41FY i5
SATE: 1/5/2012 7/A/2015
SEQ.: K1296507 2.2••ereerefteb,we•inane num Ye eseeleireeee earn e
3 ewrawei1111141•My kn.,le hum 0.4115 al.9 era...
6101..../111.el I.4.91.bine.pen...breeini et
Ira aeerel~tee le Ito nrepeweeato or De enkni Oupw,
.I.II9 b.O....6.1•4 ID..........11/elm al Imam one .......el ill.9.0.1.0 10.".1*^WAY.1 11.•160.0.7••••••.-
1 Penn••••••••no lop 6.1....•dn....Monty Inc.al
7......1 10,,r....ely unn.brocedno..1.4 In.Inn..
cel......nr,Nunn os Pirme4.1.0•4{1t)orKVir alry•MBC).
&2.1..“11.1•10,inbreed Wean.N...Wm.Wm.••
&6.11.6.*I Km le On 1.6.6.16.61.moped.ann.. /r. p
A UL
,........*en.6.one 61 I.••••Wm0*ery leaf%ipre41.IP. S.96•Or....Ow.on.16.....r..6.6•4*......,
6.11 vv.9,9 warn'On.
TRANS ID: LINK dear heft.**piled le eel erweeerwri.
S berTrT rm..I/Imprnwall...166.69.9 V..0....0.It
6 Gen.a.Poe ere reeerel ewer.6 nu..I.,ro...1.lb no
mamnr. EXPIRES: 12/31/2016
rereeTeete,hiree.b12.reireerwe real mbar.et eerecerxre• T.Drell,ma,.aelerprer•*swage re prer0,11,M
PM
Ibl . Jul
N Ty 9,2015
.liMily.1.00114/4.11 WIEVICI tgli v. r•Movk se Wilt 6,PM.VN))*he 16.1.en 6064 ISM M.*.ebe.I la II.mot.
WIWI C-Ii In 9E66 op.el....I In Mn.)..)snon munt N' 000S100...pee ami.lro.
IL Nes Welcare arm 68 plate el Woe.
667OUSAJneJCompuTms5e6lem.7.6.711L3E in ro•6......Ono ben.velar.ewe%SLIM I,ESA.Icea n67.0/
111111
This design prepared from corruter input by
GREG ARIEL TRUSS
LUMBER SPECIFTCATIONS TRUSS SPAN 20'- 0.0' IBC 7012 MAX MEMBER FORCES 4WR/GDP/Cg-1.00
7C: 2A4 Dr AlaRTR LOAD DURATION INCREASE - 1.15 1- 2.( 0) 50 2.12.1..13251 2257 3-12.1 -4011 401
EC: 2,11 Dr 41413TR SPACED 24.0O.C. 2- 3.1-17501 371 12-1)-) -0481 1772 12- 4-1 01 346
WEBS: 2x4 OF STAND 3- 4.1-1443) 264 II-40..4-13251 2257 12-13-4 .41181 1772
LOADING 4- 5.1-104A) 73 5- 7-1-14211 0
7C LATERAL SUPPORT 0. 12"0C. upu. LL4 25.01.0DLI 7.01 ON TOP CHORD - 32.0 Psr 5- 6-1 -15) 487 6-13.1 0) 346
PC LATERAL SUPPORT 0. 11-0C. I/O'). DL ON BOTTOM CHORD. 10.0 PSF 6- 7.1 -IS) 487 13- 9.1 -6011 403
TOTAL LOAD- 42.0 P5r 7- 8.1-1041,1 79
OVERHANGS: 12.0' 12.0' A- 9-1-1443) 244
Snow: ASCE 7-10, 25 PSF Roof Snow(Ps) 9-10.1-17591 371
Unbalanced live loads have been Co.!. Ce.1„ Ct-1.1, I.-1 10-11.1 0) 50
considered for this design.
ADM.: BC CONC Ll..01.. 62.5 LBO P 10'- 0.0"
BEARING MAX VERT MAX HORZ NEC REQUIRED BRG AREA
LIMITED STORAGE DOES NOT APPLY NM TO THE SPATIAL LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES)
REEVIREMENTS Or INC 2012 RHO INC 2012 HOT BEING NET P'. 9.0- -101/ low" -.7500/ 25004 5.50. 1.01 OF ( 425)
20'- 0.0" -101/ 1000V -2500/ 2500H 5.50' 1.61 OF 1 6251
BOTTOM CHORD CHECKED FOR 10921' LIVE LOAD, TOP
AND BOTTOM CHORD LIVE LOADS ACT NOV-CONCURRENTLY. VERTICAL DEFLECTION LIMITS: LL-L/240. 21.1,/1110
MAX LL DEFL - .4.002" P -1'- 0.0' Allowed - 0.100"
MAX 'EL CREEP DEFT. - -0.003. P -1.- 0.0' Allowed .. 0.133"
MAX LL DEFL - -0.152' e 12'- 8.5" Allowed - 0.954'
MAX TL DEFL - -0.421' e 12'- 8.5" Allowed - 1.272.
MAX LL DEFL - -0.002" e 21'- 0.0" Allowed - 0.100"
MAX TL CREEP DEFL - -0.003. e 21'- 0.0' Allowed - 0.113'
MAX HORIZ. LL DEFL. -0.031" e v- 5.5'
MAX 6101712. TL DEFL - -0.041" e 0'- 5.5'
10-00 10-00 kOND. 2: 2500.00 Les sEl5MIELCAD4
I I f Wind: 120 rph, h.18.7ft. TCOL.4.2,BCDL.6.0. ASCE 7-10,
3-10-11 3-05-09 1-06-021-01-11-D1-101-06-02 3-05-D9 3-10-11 All Heights), Enclosed, Cat.2, Exp.B, m*rpstoirl,
f f f f f g f 1 I load duration factor.1.6,
Truss designed for wind loads
12 12
141-.4X4 in the plant of the &FUSS only.
6.00 c7' "'.1 6.00
6
14-3x4 it il-3x4
s AIM kn.
M-1.5x4 •• .4 M-1.5K4
I .
I 1
I 1
as
13-1.5x4 o M-1.5x4
1
0
••••••
....,
...40444404%
#
5-00
. ..-'
1 ..01
...... , - •
„
I
_ 1.1.
0 12 I.1 94, .
c.
14-2.5x6 MHS-7)0 !MS-7)0 M-2.5x6
ir62.5010
ED P R OFe
7-04-04 5-03-06 7-04-04 ot. 6‘,
NAGIN4, AS>
I. .J.
iF? -4r....
1-00 70-00 1-00
..-1.1 --Y-
...c ,439 782 P E r
//
SOB NAME: OR HORTON PLAN A112-B -A2 Scale: 0.3126
r ,,-',=" ---," ei 1.-
RIIIIINCII: OCIRRAL/WM Lelro•04•41••••1•4 V
1.Surder mod•4414.14,441r•dro si4411114•14441•1•110444414•4• 1,lls•ol•sys 4 644relgrly•p•4114 4,444•144•04.4/44 4 tem1411411.41 $ir+OREGON
Truss: A2 •44 Virworse br4r•tarelnrerol earwortes bulel4p 44•44•441.Alick*".101.40.444.44s•44 per. IOCI ‘"
24 4 bftelnp44•1400/0 1. 41 f TA&ef".
i y
2.drohr••441••Pa lop 144 been 0441,1•1414441,trend al
&444•444 44•Ortry 4444.4 Sr Warr 4404 ekr4.4 019919119161,
".4
7 cc.1 4117•c nrer44441,404•4 04N. 1 041,44414 Sr
MI Po rMw••617 et.o0or,4.1914.411414.414 00000.1 454444.4 Vratamp r00 n 0110.4114144/441(TC1•414r 1144411801
PATE: 7/6/2015 4.4'. I00.1 '414 morrrberr of MR.buibb,4.474, S.2.semi 4414641 or 1•1•41 Inane 44441044 Worm•• " PA U L ‘;IiN.
SEQ.: KI296509 4.11414414144111b•00101)o. ass errs..440•114.10000.4.4 4.1•4allelra•11,1•441S4 ergenorder.1114,mord.rerdneler.
1•4•44.1 on 444441•4.4 01 r4 Wm.0.441 e4y1.40.,••••••14.4 S(S•eipri 4•00.00Mrs•••le be IMO IA 8 1.14.1~••0.900,99,
44•.•kr Yr,wolio,et wba,
TRANS ID: LINK 4.4:4 hod.es..10.1 0.1 t.,,P."*.- I,Nor•••••••••LI 41444 41 4114.44144 I4/44.&1441111•14P r
S,Carrsuir404,re 4.4r4144.rd nmar4s no 444,411,14,14114 EXPIRES: 12/31/2016
htetrosa,Osireing rrirserisae0440444 NI 444pier/ts L Dwr 4•44.•40199/011 9/190911 MI pre*w IL E.P
ThJuly 9.2015
I70.1.111.1114 Is 11~4.0 4.&1•41 fir 7 4 4414.4•4 mn Col,Irr lain WWI b•14444 4•14/1411444 01444.an.Owed.Prwr 4.44
TPIWICA In PC S1,copres or 4444 NW 0 1414444 yen 44444 Ir.ems**MOM WM 0011.
S 99011999919 99941 shift in mfrs.
ABTA USA,Ine/Comisanis Solvers 7.6.7-SP2(21.}E lore.ewe easter..pixy orom Mawr 4.E101)11)1144414 rteLfil '
LUMBER SPECIFICA710N5 TRUSS SPAN 20.- 0.0" SINGLE NEMER FORCES
Tc: 2x4 Dr 11I319 LOAD PUPATION INCREASE - 1.15 1- 2- 0 2-12.. 1216 3-12- -275
PC: 254 DF 1113111 SPACED 24.0"O.C. 2- 3- -1441 12-11. 970 12- 4- 107
REPS: 254 Dr STAND
3- 4- -1116 13-10- 1216 12-13. 970
LOADING 4- 5- -945 5- 7- -1421
7C LATERAL SUPPORT UON. EL( 25,0)'DLI 7,0) ON TOP CHORD. 32.0 P30 5- 6- 409 R-I3- 102
PC LATERAL SUPPORT c- 12.0C. UON. OL ON BOTTOM CHORD- 10.0 r5F 1 7 409 13- 9- -275
TOTAL LOAD 42.0 PSI' B- -545
oVER11AN05: 12.0" 12,0" 8- 9. -1136
Snow: ASCE 7-10. 25 PSF Roof Snow(Px) 9-10- -1441
CS-I. Ce-I. Ct.1.1, I-1 10-11- 0
AVE!.: BC CONC 1.1.41,1... 62.5 LBS F 10'- 0.0.
BEARINGS
LOCATION REACTION SIZE RECD APEA 150. IN.)
2500.00 LBS DRAG LOAD. 0.- 0,0. R71 5.57- 1.39 Dr ( 6251
20)- 0,0. 571 5.50. 1.39 DF I 6251
NRR CRlowlgted Uplift: Left -101 Right .) -101
Truss: A2
This sheet shows additional load easels)for Sequence Number K1296505.
DATE: T/8/2015 Refer to original seq.no.for all deta4s.
SEQ.: K129650B-L1
TRANS ID:
IMRE USA,Inc...C.enspuTrus Seflyme 7.B.7.S112(21.)-S
This design prepared from computer input by
"GPM ARIEL TRUSS
ICHBER SPECIFICATIONS TRUSS SPAN 20'- 0.0" Wind: 120 mph, h-18.7t. TC0L,.4.2,0CDLE.0, ASCE 7-10,
TC: 7x4 Or 011020 LOAD DURATION INCREASE - 1.15 tMl Height.), Enclosed. Cat.l, EXP.0, 14YTAStD1r1,
EC: 2x4 OF 4140111 SPACED 24.0. 0.C. 104d durAtion factore1.4.
Cud vertical(*) are exposed to wind.
IC LATERAL SUPPORT <,. 10-00. 00D, LOADING Truss designed for wind loads
PC LATERAL SUPPORT <- 120C. GM LL( 25.02.,0L2 7.01 ON TOP 00000 - 12.0 PST in the plane of the truss only.
DL OD 5017014 CHORD. 20.0 Psr
TOTAL MAO- 42.0 PST
Gable end truss on continuous bearing wall CON.
Snow; ASCE 7-10, 25 rSF Roof ShowiPsi 1-1.2 or equal typical at stud verticals.
Cs-1, Ce=1, tt=1.1. 1=1 Refer to CompuTrus gable end detail for
conplete specifications.
WHITED STORAGE DOES NOT APPLY TOE TO THE SPATIAL
RM./IRENE:NTS Or 200 2012 AND IPt 2012 NOT BEING HET.
11017014 CHOPP CHECKED TOR 1010S0'LIVE LOAD. TOP
MID ROTTOD CHORD LIVE LOADS ACT NON-CONCURAENTLY.
10-00 10-00
12 12
11:1-4x4
4.00 2-". '73 4.00
1
- 4
-.......
1 y_ 1C1,1 '4 I:
0 ,,, 4,AtICO AirMIWAIMAreMOW:earilAreAfArr I, 0
M-2.5x4 se
1-00 20-00
..c..- _89782P E r
4,/ 7
,,,,e <1;7'
JOS NAME: DR NORTON PLAN A212-0 - Al Scale: 0.4001 - -,:i./7\...---l'' '''
1/10,104040.1. 010112405 NOTE& u010110.101.TO. (.... 110
1.1.160 00 000.be.xlersbed0 be bthibed 0 0 0000 00. 0 5).00%0 le beeed 00,001 lbe pew.%0.0.arneiokiee MI 1.4.4.41 1 OREGON .....
Truss: A3 tordribbeng•Webb ben...0000.00.00 0000 ob.1.04.1000b110,1514001.155010050105141. *050 lrq.,A0 9P <lir
1.00400.et 0000004 le Ihe Parrootal.or No MAO.0.000
2 20 001.441...b bred.mbet be bbetale.00.0 abr.e.
2 0.00.444.04.1.10004 bah.0004141010.001.44410 ..
7.0;? A.,,, '
A
3.,Adst000ll tmlserebb1.000 1.04,004.0.003 arobbotion 7 4..MOO Mt 0 C. 0b01
110.0000,01e.01014100.0.4 0.0111 be
10.b0/000100 01.4000,11010.001100000 b1.0.41 0000004 0.010100 es 000.0.0.022)000 00.11111L# ir p U L C't\'
DATE: 7/B/201S
[
K1296509
TRANS ID: LINK 1.*wall 00000 it ebe beepa,0640 0 the 0000 d*W.,
4,bes 001 0004 be 4040110 00 01,00.1 001 40.40.01100
beelbmon we 0.000 bbd 0.0.00011 my%NM grabeer Own
Orr1M MOM ro MOW.Yiry.......MS
S tooserylam Ms 10 00.10.00 4.....0406000'be 00
frbroMarr rOrISal'.Mismal aryl rolsOotan of mormormotry
0 Theseus*tiesishat MAWS%Ism*Mr..ro1,01,11 Ssr
TMINTSA..SCSI,borap..........11.*Maar.4110.MAW..
mmouskirmicam.T.,Samw.7AJOLK 3.z.6000 1.000 tot 100011000.nmpind oft,*WIT..
1,00011.6.0 Ms IC.04000,40y t00•enestesetsosseten
5,0•00 WA..Irveb.eft be les us.0•rtorytorlorMry Mor........1.
MO on.Wary 0.10,10 0.0
S.0......MOM.MIIIMMry 61.11 OMMer Meow Shm Or"Map t
...armory_
7.Davos muses sew.*snows*o Heeded,
0.FMK Vol bo 100..00%an 0000.401 gin..0.0.0
Mos 00/010001.11 000 tron.
0.Doh...*six.0 010.we 04.5
10,bee 0100 00.00 001 0000 00.MO ES0.115.41040.4kiwroo July 9,201EXPIRES: 12/31/2016
,
4
,
This design prepared from computer input by
GREG ARIEL TRUSS
toirit9 .11,retrIcAst0iIs TRUSS SPAN 20.- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/G0T/C41'1.00
TC: 2A4 DF SISATR LOAD DURATION INCREASE . 1.15 1- 2-1 0) 50 2- 8-ID) 111Th 3- P.1-351) 105
PC: 5x4 Dr 014RTR SPACED 24.0O.C. 2- 3.1-12961 56 9- 6.101 1079 9- 4-) 01 599
WEBS: 594 or STAND 3- 4.( -975) 22 9- 5.1-3511 105
LOADING 4- 5.( -9/51 22
7C LATERAL SUPPORT 4.. 120C. 'ON. ELI 25.01.17L1 7.01 OH TOP CHORD- 32.0 psi' 5- 6.(-15911 56
PC LATERAL SUPPORT .c. 12-0c. von. PL ON BOTTOM CHORD - 10.0 PST 6- 7-[ 0) 5C
TOTAL LOAD - 45.0 PST
OVERHANGS. 12.0. 12.0.
Snow: ASCE 7-10. 25 PSF Roof Snow(Ps/ HEARING MAX VERT MAX KOK BOG REQUIRED BRG AREA
H-1.5x4 or equal et nen-structural Cs.1, Ce.l. Ct.1.1, I.! LOCATIONS REACTIONS REACTIONS SIZE SC.IN. psrEcies,
vertical merbers !don).
0'- 0.0' -39/ 954V -71/ 71H 5.50" 1.51 OF ( 6751
LIMITED STORAGE DOES NOT APPLY roe TO THE SPATIAL 20'- 0.0' -39/ 954V 2/ Cl) 5.50. 1.53 DT ( 6251
REGUIREMENTS OF IBC 2012 AND IPC 2012 NOT BEING HET.
VERTICAL DEFLECTION LIMITS: LL-L/240, TL.L/180
BOTTOM CHORD CHECKED FOR IMF LIVE LOAD. TOP MAX Lc oen.- -0.002' e -1.- 9.2- Allowed - 0.100"
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURPUITLY. MAX TL CREEP REEL- -0.003" 9 -1.- 0.0" Allowed - 0.13)"
MAX IL PEEL- -0.036. 2 10'- 0.0" Allowed - 9.954.
MAX TL CREEP DEFT.- -0.013. 9 10.- 0.0" Allowed - 1.272'
MAX IL OEM- -0.002. P 21'- 0.0" Allowed - 0.190"
MAX TL CREEP REEL- -0.003' P 21'- 0.0" Allowed . 0.133'
HAX H0R/2. LL DEFL- 0.016' E, 19'- 6.5'
MAX H0P12. TL DEM - 0.026' P 19.- 6.3'
Wind: 120 mph. h-/8.711, TCOL.4.2,11COL.6.0. ASCE 7,10,
(All Heights). Enclosed, Cat..2, Exp.B. HWERSID1r).
load duration factor-1.6.
10-00 10-00 End vertIcal131 are exposed to Wind.
f f f Trues designed for wind loads
5-08-11 4-03-05 4-03-05 5-08-11 in the plane of the truss only.
M-2.5x4 or equal at non-structural diagonal inlets.
12 12
F 0 o (7' 1IM-4%4 .' "j 6,00
.4.0"
.. _,
M-1.5x4
3
ern 1*-
...7, o
94-2.5x4 91-3xfi 14-2.5x4
1 1 1 O PR OF
10-00 10-00 <<- GINee u,s,
/0
1-00 20-00 1-00
...SF _....
•-ic- 89782PE V
,/// ___
„,......,,,,... , ...--)
;2.1 . „."‘ ...'<,
301 NAME: DR HORTON PLAN A112-B - 94 Scale: 0.3126 -.---,-, / i \
.r4V
WAOMPOIS: 00101/41.NOVEL nem age**nen* 1.." 40
I.Mae 0.0 encInn eene.gen Own be 000.**en Cann*Nene I,Tit anon.nen•aly unn 0.ggroneles gem rel n ler an WA-MUM .4. 1°11,OREGON ,z;••••
Truss: A4 an~Men Wen banns..ennerne* beano morgenn Apeggaly g nal*parannen an Ingot
ftvpmaro,of Imor.....IS•wmar.bler Oh War*4.67.. 6° (It, e;?!..
i benengnsin nb beetgo nen b•engin••••••W..•,
2.0.non mann no no en bob.gonna,be Mont*neon,et IA? AI Fiy
3,Addat..161..prary teK1.9011...11•1417111elrip eannnien
7 kr-en 0 10 OA mencing*Wen Vend*wren ne0 I.
*
4- go k-Sei
A no nnenbao age wade*nenenbl nonang bed*01 tertftatr.ste•Ann,aid,n Omni ganningtCp grin Ononflep PAUL r"
PATE: 1/6/2015 PIO 0.11111.1411.le On renenbey el Po nano Onioner 3,2•*pen Meg*or lelengenano wenn!non Venn••
SEQ.: K1296510 .Nob*nein 0*wen le.0angerre ten IOW el Weariognd e in**el Inn 10 ne nnewabill RIB.ononne obegente
,
none.*4,*twegel•not os,.On Own go Inn goon BO 7 der mann Owen en lon obeel g e nennannee•gsrenennel
erg yr n'Orr noel.:gen.
TRANS ID: LINK Mop I./9D.nein 00•ro eeregennt
O.Oenn new.0.41 bon*•el mown W..*5.***...Mg 0
5,GongoTrue nes no ergel env ard litlisotet re nennebley to 7.• EXPIRES: 12/31/2016
ken**erne.,NO*vel whale.of cawyper.ft. T.DPW.44.0.160.4141119.. ..
O
P.* eft pongee JuI
4The y 9,2015
, now ft banewo ogee,ge Own en nob* 0,Mtn Ng be bene*en W.Inn einem n 000.0 n 7.04 4•01.,
TIMM.n 0t-S0 en.el*Noe.4 be lonend. e10.n* PK eaVep*,.11,14.110100e loom
4,DON lode*min Wenn n
likTet USA.lociCenvuTnn Sonora 7.6.7(111)4 to,r .*......,to.On legan nig*we Enbi 31 I,4584 Obil ONTO/
This(1,41401 prepared from cosputor input by
GREG ARIEL TRUSS
00770115 SPECIE/CATIONS TRUSS SPEW T.- E.0" Wind: 3.70 mph. h....11.1ft, TODLEA.2.PCD.L E.0, ASCE 7-10,
IC: 2x4 OF 514525 LOAD DURATION INCREASE s 1.15 (All Heights), Enclosed, Cat.2, Exp.0, MWERStDir ,
SC: 204 OF 4145TR seAcED 24.0" 0.0 1.0 duration factor.1.4.
WEBS: 2x4 Dr STAND End vertical(s) Art exposed to wind.
LOADING T21443 designed for wind loads
TC LATERAL SUPPORT e- 12'0C. U09. ELI 25.(4)50Li 7.0) ON TOP CHORD.. 32,0 PSF in the plane of the truss only.
FC LATERAL SUPPORT t's 12N1C. UON. DL ON ROTTOM CHORD .... 10.0 PSF
TOTAL LOAD E. 42.0 P20 zat..:Try,, design requires continuoun.
hearing wall for entire span MOH.
M-1.5x4 or equal at non-structural Snow: ASCE 1-10, 25 PSP Roof snowtP11
vertical members Dunn(. Cs-1. Ce.l. Ct-1.1. I.1
LIMITED STORAGE DOES NOT APPLY POE TO THE SPATIAL
RECCIRLMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET.
BOTTOM CHORD CHEcKED FOR 1tPsr LIVE GOAD. TOP
AND Karim CHORD LIVE LOADS ACT NOM-CONCURRENTLY.
3-10 3-10
f f f
12 12
6.00 E7' .." .1 6.00
11M-4)44
3 4.0"
.....
2 4
4‘""
[1
IR
0 PPF-
0 ,42- ..",..„.....,< 0
2 f 1
11-1.5x4
11-2.5x4 M-2.53(4
J. 3 3
3-10 3-10
J. Y _. 3. ,i,
1-00 7-08 1-00 PROP
Ca
c. GIN /0
4:..,
CC. :9782P E T
zoo Mer: DP 410747037 51,573 A112-5 - 51 Scal /
e: 0.4106 . ,
'
W6101.44, 117.16TRA0NOT11. 2440.44.2forea4na4ad f••• :„;
I.1/4.46•24.241arecie0oaf&Mu 4a44116 ba atoks44 el A 04.2aral NO. I.Miry 4.43 It Wordy*Wm.IS•ryafrynryveerry Ow.mat fa let aairoidelaal 77+ REGONl,
Truss: 131 wit Voataffam 142%.3301233.311ort eil.P.331r3 Wahl*bonpahar4,Apelcallila et 6.4.66 piovaoho a ard aoraer qP 4;ar
iorawaeoaaaa me tannaaaairria Ma atalaftabilly al 6,4 wises geligue (..
2.2341303;311053 web tnelroj MAI la ralalkad warm aaaln•
2.Dee*am..at Ow 1,0104 leflaatthefl a le ha latetally tostad at *TAN Alpo. Ab (e.,-.
. 3.A43113330l taavamy%mho la Of aro Wary*Jim camausla.
7•4.oat if IV 0.4.n•ap4214441 WY.Vaud Itryryt33.1%ea broth ay ' „N74
in..romplery1313,OA.toryfArt.3413100.0 12.....3 3~4 a ..........”03.334,93...thiaaPromeaishae.103a(Te)trot**trywalkaL4 PAUL rt`
DATE: 1/8/2015 Vaa,aratall Omaha*15•446poraftolly eta*Wain,6444parc 3.7,ay.!Maim athrteral Oradea,rtawaka4 whoa*ha.••
SEQ.: K1296511 4.Ma bad 0406 1142 saa44411,104 4w54004 and afar al 44 wag ane 4.hrtalarNen Ohm 14 laa mapon444444 claw mpg..taresedat, -
*dem.wry oryrof3.40 and et Pry lin.fIrtit33 wry km*grerat If.
5.Desar .O.avaaavant*be..1.4 an a ne.sesevryirry 3.3ingem.3
Ow I*3ry danglAce Ow..
TRANS ID: LINK 4.41141 bath baapatodaarkaa 547430&f. 6.ation aisi4,44 446 aa,../al al aUpRoaa Vow,Saan af 4.666 22 fa,"022Tfus hal..4 taftrol om aft.444.4.44 na..t...dba4 l4,16. EXPIRES 12/31/2016
ryire41144ry.
AMI ,I.2..404.6.We,wit.6 aaralaten sf otorobaeli, 1.0300....i.**11011dmifter is prontleoL
6.Taft afar M 64•0444pd aktact to awamnbearoal lona Iv if Roan Oaf fa latahad am bat awn of aufx 4.1 Ward so 0.,)reemk, July.9,2015
112lviTtA lf KU ealwas at~14 be 4o,00.1.140 ,5. I,.taxi&WIN 04 2303.Pr.
A Nis 3.11.1**12*MINN A Me..
OATek USA,iseleof mans SOUnre 7.6.7004 15.For base nomadat OMR&lip,via*sea ESR4314.514.1914 017040
. .. ..
This design prepared Iron computes input by
GAEL;ARIEL TRUSS
LIMBER SPECIFICATIONS TRUSS SPAN 5.- 6.0" IBC 2012 MAX MEMBER FORCES 4WP/GDF/Cer 1.00
IC: 204 OF d14071/ LOAD DURATION INCREASE - 1.15 1-2..1 01 43 2-4..701 0
PC: 204 OF 81413TR SPACED 24.0" D.C. 2-3,*t-7-1 17
IC LATERAL SUPPORT o- 12.0C. NON. LOADING
171 LATERAL SUPPORT <0 12"0C. 000, LL i 25.01+01,t 7.01 Ott TOP CHORD• 32.0 EKE BEARING MAX VERT MAX MORS ERG REVIRED BRG AREA
DE ON ROTTOR CHORD• 10.0 EKE LOCATIONS REACTIONS REACTIONS 0520 50.176. (SPECIES)
nVE PRANGS: 12..0" 0.0" TOTAL LOAD.,. 42.0 KEE 0.- 0.0- -203/ 385V -4/ 5011 5.50" 0.6Z Dr t 6237
5.- 5.0" 0/ 95V 0/ Ott 2.00' 0.15 Dr ( 6231
SrtLurt ASCE 7-10, 23 6.50 toot Snow tPs1 5•- 6.0' -32/ 146I6 0/ ON 2.00" 0.24 Dr 7 6251
CO-1. On-i. 05.1.1, 1.1
VERTICAL DEFLECTION 14)4115.: Ll....L/240, TI,L,1110
LIMITED STORAGE DOES NOT APPLY EDE TO THE.SPATIAL MAX LI. DEFT - -0.042" 0 -1'- 0.0" AI lowed ", 0.100"
RECUT REILENTS OF 1717C 2012 AND 1PC 2012 002 BEING MET. MAX IL CREEP rErs. - -0,30)" 0 -1•- 3.0" XlIctued .6
MAX 'LC PANEL LL EErt - -0.030" 74 3'- 1.5^ Al lowed .. 0.335"
Earral CHORD CHECKED FOR 10E30 trot WAD. TOP MAX TC PANEL TI.,DEFI, •.-5.06B^ e 3•- 1.5" Al lowed.. 0.503"
AND BOTTOM CHORD LIVE LOADS ACT NOM-CONCOPP ELITLY.
MAX HORIZ. LL DEM",-0.000" e s•- $.0-
5-06 MAX HORIZ. TL PEEL- -0.000. 6 so- 5.0-
f f
Wind: 120 nph, h-10.2ft, SCDL-4.2,0001,o6.0, 6205 2-10,
12
0,11 Hnights), Enclosed, cdt.2, E0p.13„ gwrWS(DirL,
loud duration faotor.1.6.
Truss dent/rind for wind loads
in the plane of the truss only.
3
gg
Lo
ca
I
,
ot
.1.,
....
1 t
m SP'
1 1 il71,411 ? 4 .
21-2.5x4
5-05 0-01
1-00
Wi18W711117371V7512152MIN 5-06
O PRopG1NEe
.S,(Glil ,,c)
0
IL
113:: : ? -/.1.
---- „-.
..."0E1 117415: DP HORTON MAN A112-5- 31 Scale: 0,6110 .7
VIKININGS: 0117601A1.MMES. .01106i.8oes.t.WWI Cr, 40
1,#444er 4,414.14144641#61,41144044144 440444 0/411044.441 NOM 1,This 44494 14 144.4 e#4,04,14.V*#4,444•4446444014.4 it buik4 4,444116111 ..? OREGON N.
Truss:. J1 end Wornong&bOamte&enollon e4.40414014, ewlesveerstrowit AtOratibtt of 6.40,.1....0.*...1 P66666 1;' 41/ 1.5S 45/0:r
enowpweees steempeartieRw resoorotakrease tuild4 d•orgro,
2 26&temerrair,:ts boon;mosO&N lod*Sed&Ale&06......
2.Door nem.ies usi“rel bolftt&thatOtte 6.1.1.140 fraud.61 '17„.41., -.04R y
4
,4414444411 tef4.44n4y1.414-#IR 1444,4 leattil#*Mr*consIn&A.,
7 rm.and 41 17 1..e.row.:Dpol&&Mese tweee4 Reeolout ewe emotes
.4- ,-.4
4 P.etraparnitxf It}afro erode&Adatlend tormorrnat.069 0 cootrwein 00009%Mt as plp.e.116.66464(TC).6V trpos&BC). PAUL r'
DATE: 1715 1,1444•44*WM.NIRO t4444.4444,arts#14.44.4444iver. 3.2s arced taegalost Whew erativ.sows4 Www,ehesei•4
SEQ.: K1296512 &We Owl sesser 60 M00%...,eonponot4.01146111 4141.14g 4,41 4.Intlairo&ad Km is ine morrow**,eft mow..Ronirack&
Wrest.,me 4.4484.444 14 re ow saadel se.bee.teeth.eNae 6 Dew mums.Wm,8.•to Ott wad In.nen.te&womo forn&amant
' war am Pow,eeremiew'stwas
TRANS ID: LINK ..7.lads be who&}*worl opmeorma.
4.DR*,mum&tilt.".1.6 nt wpm*,N.&Pim 41.440#
5.Componat eel ne eared row law assumes ow nnwessbaer ear ew EXPIRES: 12/31/2016
Isblitatm&Par&11,&Orrrtord NM&Odeon et exonwerfo. T.Dwriph&a.m.&op.*Moos&It petvided Jul
&TNdo .& y 9,2015
acsigsk.rmahoel sa6.11,4 P.Ite4.0ont set RIM 14 4.P116Thkutbe*mod e&It&IPPAort af&Los,was po&ted a P.V.11.1
TPW.TtAt&KSI onsvi et*Nth win to assaewa spas wawa. text co Maar or,leer weft,arwA
P.Nes Swore sae ateOge le*dos
ARTek USA,Inc/CotrouTrus Sather.7.1.7(1111.)-E 10.For OWL 44,441014 OM 0.14.4 va1J41 wit#4144)1 7576.714*(10$70)
___ -
Thin design prepared from computer input by
GREG ARIEL TRUSS
LUMBER !Incirichrloun TRUSS spAn 5.- 6.0" IBC 2012 VAX IIERBEP PDPCES 4WR/GDF/Ci.1.00
TC: x4 DE rlIBTA LOAD DUPATION INCREASE - 1.15 1-2.1 C) 43 2-4.000 4 3-4.1-1C3) 30
PC: :x4 Dr wIthTh SPACED 24.0" 0.C. 2-3.1-791 14
WEBS: 2x4 DF STAND
LOADING
TC LATERAL SUPPORT K. 12"0C. U041. LL( 25.01•0L1 7.01 ON TOP CHDPD - 32.0 001 BEAPING MAX VERT MAX NORZ BRE REWIRED 0105 AREA
PC LATERAL SUPPOPT ‹. 12'0C. UON. DL ON BOTTOM CHOPD . 10.0 P5F LOCATIONS REACTIONS PEACTION9 SIZE 512.IN. !SPECIES)
TOTAL LOAD - 42.0 P5F 0°- 0.0" -Z3/ 3030 -4/ 57H 5.60" 0.61 DF ( 625!
OVERHANGS: 12.0' 1.0' 5'- 6.0" .7/ 215V 0/ D21 2.00" 0.34 DF ( 6251
Snow: ASCE 7-10, 25 PSF Roof SnowlPs/
M-1.504 or egudl at non-structural os.1. Ce.1, 00-1.1, I.I
vortical members (won). VERTICAL DEFLECTION 1,10110: LL-1./240, TL.0/100
MAX LL DEFI. - -0.002t -I'. 0.0" Allowed - 0.100"
LIMITED STORAGE DOES NOT APPLY CUE TO THE SPATIAL MAX TL CREEF VEIT - -0.002" e -1'. 0.0' Allowed - 0.133"
RECUIREMENTS OF IBC 2012 AND IPC 201: NOT BEING MET. MAX TC PANEL LL DEFL - -0.052" P 2'. 10.6" Allowed - 0.326-
MAX TC PANEL TL CEFI - -D.075" 0 2'. 10.6" Allowed - 0.409'
BOTTOM CHORD CHECKED FOR leasr 1.I0)0 LOAD. TOP
AND BOTTOM CHORD LIVE LOADS ACT NON-CONCUPPENTLY. MAX 40010. LL DEFI. - 0.000" e 5'- 4.3"
5-06 MAX HOPI!. TL CEFL - 0.000" 2 5'- 4.3"
f f Wind: 120 mph, 13.11.9ft, TCOL-4.2,BCDL-6.0, ASCE 7.10,
12 1A11 Heights), Enmlwsrd, Cat.!. Exp.11. mwrmrpto,
5.110 i.:' load duration factor.1.6.
Truss designed for wind load,
In the plan. of the truss only.
M-1.5x4
1
LI
IA
, III tio
.0
n
0
•••
,...,
en t WI
I 11111111111111111111111111111111111111111
0
M-2.5x4 M-1.5x4
1-00 5-06 _co PROFc...
'`•• ,9.
'WC 89782PE r_,„
:ce DANE: OP HORTON PLAN Al --0 - 32 3chl,,: D.6541
. .. .... .„
IIIIAPIPMC ODIERAL HORS. wk.W...•4441 / (.. CO
I,Oulb.sod..2.4.1....4.111...14.110 MI Donn/114in 1.11%seer•24.4...P.We pm....1.0.1 am Ntere mudded .1... 14,OREGON I'
16
Truss: J2 .~ego I..ce.n4244 1. .
... 4 WW1.....1 Appk•lep de.",agrara N.p.m
ne4.44,14y of 24 144...... - -, ,.._,41•11F,y A5
5,b•op. ...
.. .oblovAp 1.••••14.44.1.40. 1754
...,
2.D.1.awom411.•bp arel WM.per.b Mt W.*Mc..?
1.....4 b....10.0041.I.an abater.;earbran
7•44/4.110 Ps-P.4.11. o44...4•4 P....P.Imp.
b Po nwproublry•114. 0004 AIM..p.....b..)el 11- PAUL raV4
amer.p.rawer nee n earm~wimp~Re bp:01U
PATE: 718/2015 e.orenkli~Mr 11.....sbey•II.Mail&Or.. 2.2.bp.d b."or..16...0 op..•••••Vow•.
KI296513 &00044 OW be 1.00410 4.......vet se.4114.1.9.• 4 1.1.0.04.1040.0 11.....biti 10.10.0.010 ovIreo.
14.4..en 4/4.....0 M.1 on,144.14•44/kw.qr..M. S.Op..mu......14 be 4.11.1.4.4.1.0.......
v.Ye 24 Y.cer41.-0.4
TRANS ID: LINK 11•41,11.0•Do.41.1b.4 144....14
2.D...P......le war e.4 arra arra Sam of rap e
t C.P.P....to......1 PPP..•••.....1411.11. EXPIRES: 12/31/2016
..10n*0...1.2.y.W...••••...I.el ern... r Dry.peou.s.....4 ihkr.I pry..
I.11.0..14 11.4...42.014 Pm 1......04ITO, I.PIO.0411.1.2.0 en heft Ine..41.4 and*am qv..coo. July 9,2015
TPIWTCA 0 ISM.on....0..0.40.4..*04 wen,.no. 10040010001. lo.00f101 bra
S Orr rear 0...I04.10504..n
1.07,0 USX Intirempann Selawr 7.6.7(1LK let 0.1.......•p.m..../.•two 1304311,1304 III‘14201
•
•
Thi, des11n prepared from computer input by
GPM ARIEL TAUS:
L17I3EP nvr.ctr:cAm7T5 TPUSS SPAM 3'- 6.0" IBC 0012 MAX UMBER MACES 4WA/GDF/C1.1.00
TO: :"..X1 DT 410714 LOAD DUPATION INCREASE- 1.IS 1-2..4 01 43 2-4.07 0
TO: 27,4 OF 4145TP SPACED 24.0" O.C. 2-3-I-531 10
TO LATERAL nurroRT ‹- 12-0c. ION. LOADING
PC LATERAL SUPPORT o- 12.0C. 13041. LL.( 25.0).DLI 7.0) 011 TOP CHORD- 17.0 PSC NEARING MAX VERT MAX HIRT. BRG REQUIRED PPG AREA
OL ON BOTTOM CHORD . 13.0 353 LOCATIONS REACTIONS REACTIONS SIZE 53 III (SPECIES/
nvERHANGS: 12.00.0' TOTAL LOAD - 43.0 PSF 0". 0,0" -39/ 313'.' -2/ 4031 5.5e" 0.51 OF 1 ,251
3". 5.0" -17/ ARV 0/ ON 2.00' 0.14 OF 1 63S,
Ono : ASCE 7-10, 25 PSF Roof Snow,I,I 3'. 6.0" 0/ 567/ 0/ OH 2.00" 0.09 OF t 625/
Cs..1. Ce-1, Ct^1.1, 1.1
VERTICAL DEFLECTION LIMITS: LL.L/240, TL-L/IPO
LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL MAX LL PEEL - -0.002. 0 -1.- 0.0" Allowed - 0.100"
REQUIPEMERTS OF TBC 2012 AND IRC 2012 NOT BEING HET. MAX TL CREEP DEFT, . -0.003" 0 -1*- 0.0" Allowed . 0.173"
MAX DC PANEL LLDEFL - 0.005" 0 l'. 0.3" Allowed - 0.137'
BOTTOM CHORD CHECKED FOP 10P5F LIVE LOAD. TOP MAX AC PAHEI.TL Out . -0.011" e l'- 11.3" 0,113,1 01 - 0.1/.1"
AHD BOTTOM CHORD LIVE LOADS ACT nou-concmn/mr.
3-06 MAX HOPIZ. LL TEFL - -0.000" A 3'- 5.0"
f f MAX HORIZ. TL TEFL . -0.000" A 3'- 5.0"
12 Wind: 120 rph, h.16.91t, TCOL.4.2,PCM.E.0, ASCE 7-10,
5.00 22" (All Beightn), Enclueed, Cat.2, Exp.?„ NWFP5fDirf.
load duration factor.1.6,
Tins, designed for wind loads
In the plane of the truss only.
,
4.4
...
0
1
- ..._
,
- PP'
1 7-74 $1.4
0
11-2.5x4
3-05 0-01
J. 1-00 ,1
PROVIDE FULL BEAPING:Jts:2,3,4 1 3-06 PD 130,
Ss,
'• (t: i? e?
IA" 7
ct 89782PE r
, 7
, ,
,,,, / ,7,--.-:
. ' ,7
SOB NME: DR HORTON PLAN A112-9 - J /3 Scale: 0.6401 / \ _ ....
-.- .._ ,
I 4451111401:
I 14.4444 emcee.eeeemeler e34111 be 4.44 HA Goebel Nein OVIIMAL belT15. . 3P3efter robe
1 ree deekr le 444 Mi'l 44 be 444%4 Val.eed Ye he AM IMPOSAI (0
s -57 OREGON ••••
, Truss: 33 14444 ebobeeret Imicabliry al 4414 perabelbe*rd pew
1 411 We 444 brew beedneeme 4.44.44
I I be ee.4444 web brew.4414 ranter...,vw,...
1 44.444 Wpm./bee.)le 044 Weal 444p 114.414154
NPN mar.E.110 41134•••••••le10..1 peern•Wl b•drqr, 14444444.4.44.11 le bo.44411114 014 beldno elever4
3.154144 names be bp 411444 ebobe le be Wordy 14441 el
7.e meel el 115 ex.444144 b4441•441444bote 04.1.444 be I 'V." A5
-7
ir P 0
..........YeaPorq NW,n 5444 W.447Cpabbe•04.411K1 A UL -
DATE: 7/9/2015 n.•••••rtsme.r••••nyfenvaill,ebbe euldri.140.44. I.b 3'4W WIWI 10 Werel temei reepbol 144 Inebo..
SEQ.: K1296514
TRANS ID: LINK 4 NM bed NW.4 4444 lo nee 0....444 wee ebt el ervelrq end
Iroblen we 4.4414 41 el 4 lebe 0441 ebe 44 greebt beb
4.11b bee%to espied b wee 44444
5 3444,34.14 be earbol we 141 beam 01/41443M1 34 34
bor4bow 1.4414,414.41141 04004 ellebroonenet 4 belbleben el 4.41114 reeponeleile New bomb.CSIOOVIM.
I.Delco 4444 Inee....en le be 144 In a 4444.4 44444
ee4 re ler 414.4114.e11.4.
t 0445 mums 4140os M el.4444 1144 Yoe or redee e
EXPIRES: 12/31/2016
I 144
ml,444.4 le 14.11.14114441 le••3.A3se/leno be IOIL thwAri blielme.Menrsht•Obabp PI rebett
L ben.41/be 4 .Taft Ines•i ITON V4 14.110...tenbe Jul
3- y 9,2015
1 rinwreA in sm.".el..Orcn..Mla•finvik.d.0.....31..... 11..CDIF109,WIN WM 0.4•11noc
I.D.:4 relltele Wig NOW In NOM 1
I Met USA.10.c/CompuTrus Wenn,7.0.7(11)-E it...lows......m..OW 11414.44.4 ow 1104711,3150.7.01 70.1..1
1
This design prepared from computer input by
GREG AP1EL TRUSS
LUMBER SPECIFICATIONS TRUSS SPAN 3.- 4.0" IBC 2012 MAX NEMER DORMS 411E/GDr/C1.E00
TC: 7o4 Dr 114BIR LOAD DURATION INCREASE -. 1.15 1-2e( 0) 43 2-4-.01 1 1-4-4-97) 17
EC: 2,4 or sliBTR SPACED 24.0" O.C. 2-3.1-411 0
WEBS: 204 OF STAND
LOADING
TC ITEM). SUPPORT .4-, 12"0C. IRON. LI.) 2 .01'0).) 7.0) ON TOP CHORD-, 12.0 For BLARING MAX VERT MAX NORZ BRG REWIRED BAG AREA
BC LATERAL SUPPORT .4 12"0C. UON. DL ON BOTTOM CHORD 10.0 021 LOCATIONS REACTIONS REACTIONS SIZE 00 11) (SPECIES)
TOTAL LOAD- 42.0 PSI' 0'- 0.0.. -30/ 3I7V -2/ 39H 5.50" 0.51 Dr I 425)
OVERHANGS: 12.0' 0.0" J.- 6.0 0/ 129V 0/ OH 2.00" 0.21 Or t 425)
Snow: ASCE 7-10, 25 PIE Roof SnowIrs)
Cs-.1. Co"). Ct.-1.1, I.1
VERTICAL DEFLECTION LIMITS: Ll...1./240. TI.-I/100
MAX LL ['EFL - ..0.002' f -1'- 0.0" Allowed -L 0.100"
LIMITED STORAGE NES NOT APPLY DUE TO THE SPATIAL MAX TL CREEP PEEL e -0.003' 0 -1'- 0.0" Allowed -, 0,133'
PECUIREMENTS or IBC 2012 AND IPC 2012 NOT BEING MET.
MAX TC PANEL LL DEFL -. 0.00)" f 1.- 0.1" Allowed - 0.102"
MAX BC PANEL TL D£FL -. -0.011' 0 1'- 10.9' Allowed
BOTTOM CHORD CHECKED FOR lersr LIVE LOAD. TOP
MSD BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLT. MAX H0R1Z. LL pert . 0,000' e 3.- 4.3'
3-06 MAX KORIZ. TL Dem- 0.000' 0 3... 4.3"
f f
Wind: 120 eph, 11-14.901, TCOL-4.2.BC0L-4.0. ASCE 7-10,
12 lAll Heights). Encloaed, Cat.2, Exp.B, MWERS(Dir),
5.00 1:". load dUncticfri factor-1.6.
Truss designed for wind loads
in the plane of the truss only.
11-1.5x4
a
0
CI,
.,,
--. f
i
0 L
' A.-MIA. iii
0
14-2.5x4 11-1.5x4
-
1-00 3-06
------_
t.Sso PROFp,
,0-6,
GINE /
`• 0% 69'- eelt
441 -if.,
89782PE 1--
Ill" ,..:::2
JOB NAME: DP HORTON MAD At12-B - 34 Scale, 0.7076 ,
MaaMMOSI OEPRERA211011 /
2 u414402444,4444.441 V 4,
i.BAN orof morcON comenclor shall be ogrtiod of el Geneva WIN 1.Tao Iowa.bow4 orar ukm4 Ow lawman Mar.444.4 Ow on.444.44•1 ..; "41.OREGON Ns
Truss: J4 444 Woman.Wen es.anake4 comonceNoo WW14.2,NNONN.OwWINNIty r40•44 et*ow paad yew . KZ. 15) O:-
rcapkrdoon el eampava*Or krkprakay aka weave...ow.
11 ''',IFiy A5
2 ka esesprnam kob Inclop NNW NNW MN,INN,m.
2,Doeir No.00mi Wm lop VA lobo.~stem Waal,Maki a
I.4011.4411.44pasry Wag*ram MVP,awry 444•44044
7...41 a 10 OA.Nocodmiele NI..Mood Ilowortoil INC Wahl", -Ft enV.1
,4 kr nmsawbIlk NOM NNW.Malkaal P4444.4411~10 W.W.I 41.404.......th as gamma arkaarre/asktk*WaRSD) PAUL r'
[ATE 7/9/20.15 iN,wawa Mak.OR R.•roNarmuNlec et ON m Ada4449sa. 2 I.Pried Is.AP.7 alk.a 0.44.1 aaamt Van Oar,-
SEQ.: K1296515 4.No bal 444.42 b•4404 to 44,0441..441.4.N 4444 a awry 444 4.loaaa.44 e0iv4414 Pa r4444444k44k 4,11.rapists mama,
4
S.Cason 444.44•4 Rams flu.be trad os 4 444.444•044••••••••••••11,•1•••••on awn**Pod stn.WM Wall.,bolo gm..ion
M on tor Nrc coroWnerf el.....
TRANS ID: LINK rergebteliMI Opplori 11.44ry 44.4w...4.
2 .‘..MIMS NW,&VT or"mew r
I.C4444aDvarat ro arena sr.444 a44.4444 rar reloc./.., EXPIRES: 12/31/2016
lareelea k4402 akar.•rel Oota Woo we ccroONCNO .OO,SMOVII iliegaii•~096 1 p••••fiVli
&roc Poop,is kary..4 reams ea INCohoos NC INN 015W.WINN WM IN loroloe ow Nth Woo album,IN Wwor.....or.. July 9,2015
lrrefrum 3031 eqrs*1~.4 Ow kwahl we 4.1..., 303(.4044 44,pal Neil Owl
II.Nib INIEN,MN Of Pg...,..WWW-
PATO USA.InciCompuTnn Whom 7.117(11.14 ID r,beak a444~Oar dalkin yams am(14.1311.15.1.1 Mk MOW .
FEBRUARY 14, 2012 Standard Gable End Detail ST-GE100-001
11 ® MiTek USA,Inc. Page 1 of 2
111/1ED Typical_x4 L-Brace Nailed To
2x_Verticals W/10d Nails,6"o.c. Vertical Stud
I (4)-16d Common
Vertical Stud DIAGONAL
ikLill
/ Wire Nails ACE
MiTek USA, Inc. = 16d Common
SECTION B-Bh......- Wire Nails
DIAGONAL BRACE 7-------0.- :' Spaced 6"o.c.
4'-0"O.C.MAX (2)-10d Common •�VA 2x6 Stud or
Wire Nails into 2x6 •M 2x4 No.2 of better
TRUSS GEOMETRY AND CONDITIONS r '\
SHOWN ARE FOR ILLUSTRATION ONLY. \Typical Horizontal Brace
Nailed To 2xVerticals
12 SECTION A-A w/(4)-tOd Comon Nails
Varies to Common Truss2xa studdlJJ$ 1��i�, SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST
DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING
All
TO TRUSSES WITH LS AT EACH END.
ATTTACH DAGONAL(BRACE O IBOCKNG WTH
(5)-10d COMMON WIRE NAILS.
immia
li gu (4)-8d NAILS MINIMUM,PLYWOOD
%/AIM%//� /// SHEATHING TO 2x4 STD SPF BLOCK
* -Diagonal Bracing ** -L-Bracing Refer
Refer to Section A-A to Section B-B
.24"Ma; Roof Sheathing
NOTE:
1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. I'j-,l 11i\�� /
2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND 1'-3" rAfa
WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. (2)-10y1'
3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. Max. / /,' (2) 10d NAILS
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENTip
BRACING OF ROOF SYSTEM.
4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1x4 SRB
OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C.
5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF / -� /Trus• -s @ 24" O.C.
DIAPHRAM AT 4'-0"O.C.
6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A i,� /
2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL
hi,
BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. .t
ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. ala Brace /2DIAGONAL BRACE SPACED 48"O.C.
(REFER TO SECTION A-A) g• /ATTACHED TO VERTICAL WITH(4)-16d
7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. at 1/3 point COMMON WIRE NAILS AND ATTACHED
8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. if needed 0 TO BLOCKING WITH(5)-10d COMMONS.
9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR
TYPE TRUSSES. /1-
End Wall I'.1 HORIZONTAL BRACE
3 (SEE SECTION A-A)
2 DIAGONAL
Minimum Stud Without 1x4 2x4 DIAGONAL BRACES AT
Stud Size Spacing Brace L-Brace L-Brace BRACE 1/3 POINTS
Species
and Grade Maximum Stud Length
2x4 SPF Std/Stud 12"O.C. 4-9-12 5-6-7 7-10-0 9-7-7 14-5-3
2x4 SPF Std/Stud 16"O.C. 4-4-7 4-9-8 6-9-6 8-8-14 13-1-5
2x4 SPF Std/Stud 24"O.C. 3-9-10 3-11-0 5-6-7 7-7-4 11-4-14
X Diagonal braces over 6'-3"require a 2x4 T-Brace attached to
one edge. Diagonal braces over 12'-6"require 2x4 I-braces
attached to both edges. Fasten T and I braces to narrow edge
of web with 10d common wire nails 8in o.c.,with 3in minimum
end distance. Brace must cover 90%of diagonal length.
MAX MEAN ROOF HEIGHT=30 FEET
CATEGORY II BUILDING
EXPOSURE B or C
ASCE 7-98,ASCE 7-02,ASCE 7-05 100 MPH
ASCE7-10 125 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.
DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS.
Symbols Numbering System A General Safety Notes
PLATE LOCATION AND ORIENTATION
1 Center plate on joint unless x.y 6-4-8 dimensions shown in fl-in-sixteenths Failure to Follow Could Cause Property
4 (Drawings not to scale)
offsets are indicated. Damage or Personal Injury '
rani Dimensions are in ft-in-sixteenths.
111416. Apply plates to both sides of truss
1 2 3 I. Additional stabilty bracing for truss system,e.g.
and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI.
MME111E2E1E 2. Truss bracing must be designed by on engineer.For
0-14 8" wide truss spacing.Individual lateral braces themselves
may require bracing,or alternative Tor I
Ci
31111. 111 I= ce
0 1 liMo
oc bracing should be considered.
0 1 Never exceed the design loadng shown and never
6 slack materials on inadequately braced trusses.
1 1111111Ap x
o
,— 0 4. Provide copies of this truss design to the building
7
For 4 x 2 orientation,locate designer,erection supervisor,property owner and
BOTTOM CHORDS of other interested parties.
plates 0-lAr from outside
edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other.
6. Place plates on each lace of truss at each
This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE Joint and embed fully.Knots and wane al joint
— required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO , locations ore regulated by ANSI/TPI 1.
Connec tor plates. THE LEFT.
7. Design assumes trusses will be suitably protected from
CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the envionment In accord with ANSI/IPI 1.
'Plate location details available In MITek 20/20 NUMBERS/LETTERS.
software or upon request. 8. Unless otherwise noted,moisture content of lumber
shall not exceed 19%al time of fabrication.
PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not amicable for
ICC-ES Reports: use with fire retardant,preservative treated,or green lumber.
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 ESR1988
ER-3907,ESR-2362.ESR 1397 ESR 3282 responsibility of truss fabricator.General practice is to
to slotsSecond dimension is
camber lot 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 os phed
ie Indicated by symbol shown and/or by AWC in the 2005/2ublisspeciRed.012 NDS
by text in the bracing section of the SP represents ALSC approved/new values 13.Top chords must be sheathed or purins 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.
BEARING or less,if no ceiling is installed,unless otherwise noted.
15.Connections not shown are the responsibilly of others.
I Indicates location where bearings
(supports)occur. Icons vary but 0 2012 Mifeke All Rights Reserved 16.Do not cut or alter truss member or plate without prior
approval ol on engineer.
1 *IMI 0111' reaction section indicates joint
number where bearings occur. 17.Install and load vertically unless indicated otherwise.
' MI Min size shown is for crushing only
°
P.C7,411 18.Use of green or treated knnber may pose unacceptable
environmentol,health or performance risks.Consult with
Industry Standards: project engineer belore use.
ANSI/TP11: National Design Specification for Metal
NI
19.Review at portions of this design(front,back,words
Plate Connected Wood Truss Construction,
isanndotpicsuircieesn)ibe, lore use.Reviewing pictures alone
DSB-89: Design Standard for Bracing.
BCSI: Building Component Safety Information. M 20.Design assumes manula
cture in accordance with
Guide to Good Practice for Handling, ii.e i Te lk ANS1/11,11 Quaily Criteria.
Installing&Bracing of Metal Plate
Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013