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Plans (38) //US l")---‘)/c -C 't'C GABLE gall /c-iis 2_ p., /6p#4.4)600e 1 D.R. HORTON - 4- - - ' - 7.= -, PLAN A112 A 20-00-00 i.,. 1,-- PORCH LEFT 0 _ ' 16 O ?[1, i . . s , . s , Ill 7/12PITCH (MAIN) 5/12 PITCH (PORCH) Ji 1 1-0 0.H. 1 i 25# LOAD 10 ) 1 1 1 1_270# DRAG ) , . ARIEL TRUSS CO INC. l i (360) 574-7333 ! i 1 DRAWN BY: KEVINLENDE i DUTC G/E ti 1 2-08-00 SIB- -- — -- —— ---i LTJ- --Z— :— . iG 113L 9 I — ' — _tt 5-6 JACKS 3-6 JACKS 1 7-08-00 UPPER GABLE SPAN GABLE (.3 D.R. HORTON .., rilt____ PLAN A112 A 20-00:00 , 1 PORCH RIGHT li i po ' li 7/12 PITCH (MAIN) I , 1 ] 5/12 PITCH (PORCH) 1-0 0.H. 25# LOAD 1 i I i ! 11) i : - - 2500# D 0/11 1 k , ARIEL TRUSS CO INC. r— --- ------ . (360) 574-7333 -A. DRAWN BY: KEVINLENDE 1 _ I,.. , 1 DUT4H GIE S 8 Ami CW-6KEICET I, 11 I 1 1, te9 ------ 3-6 JACKS 5-6 JACKS 7-08-00 UPPER GABLE SPAN MIT' MiTek' 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 MiTek 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. ��IED P R DFe ��5• t.NGI NEF9 `r/O 44 2 Q 89782PE sr 92 OREGON . ,- "9'9GgRY15 :y ' 4- PAULR" 'EXPIRES 12/31/2016— 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 I. 1.1.=.1....M.M.MIMMMMMMMMMMMM This design prepared from computer input by GREG ARIEL TRUSS LIMBER SPECIFICATIONS TRUSS SPAN 20 . 0.0IBC 2012 MAX MEMBER FORCES 4NP/GDF/Cg.1.00 TC: 2x4 DE$140I0 LOAD DURATION INCREASE . 1.15 1- 2.1 0) 5, 2- 9-191 944 1- 0.7-250) 109 BC: 2A4 OF OISBIR SPACED 24.0° O.C. 2- 3.I.11801 60 R. 0.101 144 M. 4-) 07 560 WEBS: 2X4 or STA1D3. 47 -0903 32 7- 5.1-2201 101 LOADING 4- 5.1 -.901 32 TO LATERAL SUPPORT s- 120C. UON. LL1 25.01.DL1 7.01 ON TOP CHORD - 35.0 PSF 5- 6.7-11091 60 BC LATERAL SUPPORT s. 12"0C. LION. DL ON BOTTOM CHOPP .. 12.0 POE 6- 7.7 01 57 TOTAL LOAD- 45.0 P5F OVERHANGS: 12.0' 12.0' Snow: ASCE.7.10. 25 POP Roof SnowlPs1 BEARING MAX VERT MAX 71005 PRO RECU1PED PPG AREA Cs.l. C °1, Ct-1.1. I.1 LOCATIONS REACTIONS REACTIONS SIZE 00.1N. fSPECIES1 0 . 0.0' -41/ 954V -9S/ 70)7 5.50' 1.53 DF f 4251 LIMITED STORAGE DOES NOT APPLY DUE 70 THE.SPATIAL 20'. 0.0' -41/ 9540 0/ ON 5.50' 1.53 Pr 0051 PECUIREMENTS OF IBC 2012 AND IEC 5012 7107 BEING MET. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/100 BOTTOM CHORD CNECXED FOR 1003r Lim LOAD. TOP MAX LL PEEL . .0.002' 0 -1.- 0.0' Allowed . 0.100' AND BOTTOM CHORD LIVE LOADS ACT NOV-CONCURRENTLY. MAX 'IL CREEP CEFL .- -0.001" e -1'- o.c,* #I1 , - 0.193' MAX LL DEFL - -0.029' 0 10 . 0.0' Allowed - 0.954. MAX Ti.CREEP CEFL - -0.067' 0 ID'. 0.0^ Allowed MAX LL CEFL - -0.002' 0 21 . 5.2' Allowed - 0.100' MAX 7L CREEP DEM- -0.003' 0 21'. 0.0' Allowed . 0.130' PAX HORIZ. LL cm - 0.014' e 19.- 6.5" MAX HOPIZ. TI. CEFL - 0.023' 0 19 . 6.5' 10-0 0 10-00 141nd: 120 mph, h.19.1fL, TCD1.-4.2,BCDL.F.0. ASCE 7-10, , (All 11.1,MA). Enclosed, Cat.Z. Exp.B. MWFP.71Dis1. 5-02-15 4-09-01 4-09-01 5-02-15 load durstien factor.1.6. f I f 1 ( End o.rLIcsIls1 Are .expol,d !, .ind, Truss designed for wind losds 15IIM-4x4 12 in the plsne of the ttl15, only. 7.00 C7 'CZ]7.00 ..,v M-1.5x4 M-1.5x4 ,.,. e 1 0 _ seem. . f . .21 o . M-2.5x4 M-3xE M-2.5x4 o I PR OFt- 10-00 c;10-00 co NAGINE /0 s_____I _ ).. .1. • 4) .0, 1-00 20-00 1-00 (44 17 cc ,, 89782PE r- / /4,-- ,-,._ 300 NAME: OP HORTON PLAN A112-A - Al 3ca1e: 0.3126 /. WAMPINOS: OINEAAL ROTEL wino eftereere neleeV ‘f, I.fade,ene onolew 777.771.711471r1 77.Hod el A Gennal NJ. /.TleI ado'II bewS eby open be personelle*eenn ord*In,en Yelnebel S-7,1,OREGON N Truss: Al lied Weenege Web cenenelbe ennmennb. bib*Obbiebbe.APPlneblbe bl beelr beniennere ewe peweP ‘" beeepenlen el enberebere*ea beennebley el be babe:obekree, .1, 2 be cenceeeslen web Webb bud be kelebed ebbe••••••R, 1 lbw.Wenn.be bp and bonern~a b be Webb booed el 3.PeOlwaliwwlearrilnamile 1,...MOW*.Ail tA,AtAA.A. 7•,we a 10 77-r7•7•07077 elm braced newel/be be Ir*Kr lel 9 Oir IcA\4 Ie be eneenebee OP*enenerdnedbenal pennebb beebe 0 eefeeueue V.ebrq such 77*weed ebee•bel2C/•IWIll elTo"/BC 3 a.F...... PA U 1.. DATE: 7/8/2015 a... .a be nepeebbley el be beer/beirenee. 3 Z/Yeleeped Webb; label Wbelle W1 .4 b..Vele.•• SEQ.: K1296494 4.Ne bed eerele In weed le enyeeebemed end ebb el Me.,erd 4.MOOR.of Men!be nsionse477 Oro towed.mend-. - 5.(Mop bombe bore en le be oboe M e neenceerevre ennvererent beeenbe ere onebbie we el ne en*read eine*NV'MON TM end an ler...3 TRANS ID: LINK *op Iwo As stood to foi elebeeenl, IL Deben manes LI been,el el ebbe*boob Pre to weer I/ 5-Cenenif be nek le ebbed ebe OW Oman.rei.77177...b177 Per MO EXPIRES: 12/31/2016 lebnerleb bed.*elneerael end Inteleten el ceeneenwee 7,Orap~en elebeee drineeph le beetled. July 9,2015 17 Ina Oben n Abb.!,uneel lei We 10V.1010OW.77 II,ebbe poll.mane no Are,bort otovw 3,4 31.33030....... 13.3W,CA ri 13C34,aim of eben ma be 77.nethe4 wan been,. bee cobble leth Inei 7.Ws bloat We el ebb*I.... Wok USA.Inc/CompuTnn Softww•7.6.7(I LK IA Ter gm ebbede•ebb deur robes ewe 1511-131 I.7795.1W.30711.1 .•••i••••m••m•m•••••m.mmmmmmm•m---' ' lIMIlMMMlMMlMMMlMMM.MM.M.m ..MMMM...M.MMmmmm . .7hisdes1gnpt.eparedfrr,ss-, cor-trut6rrinputby GREG ARIEL 711353 LOOSER 0PEct721cArla7i.7. TRUSS SPAN 20'- 0.0' IBC 2012 MAO MEMBER 71o10E3 4WA/G0F/Cg-1.00 7C: 2x4 or 014BTR LOAD DURATION INCREAZE - 1.15 1- 2rs1 0) 57 2.12-1-1374i 2107 3-12-1 -551) 442 PC: 3X4 Cr414137P 2PACED 24.0' O.C. 2- 3-1-16561 443 13-13.1-10151 1114 12- 4..1 21 3:5 5E717: .3x4 DF 0TAN0 3- 4-1-13691 302 13-1O.1-13741 2177 12-13-)-1315) 1(10 LOADING 4- 5.,7-10021 170 5- 7.I -9111 14 TC LATEPAL SUPPORT s. 12-0C. UON. LL1 .7.5.0)-,cLt 7.0) Cl TOP 7281310 32.0 Ps!' 5- 8-1 -3241 27F 0-13.) Cl 125 EC LATERAL SUPPORT s. 12-0C. 077:. Dl ON BOTTOM CHORD- 10.0 PSF F- 7e) -224) 27F 13- 3.1 -5511 442 TOTAL 120/10 - 42,0 PST 7- Re(-70077 170 CVERMANGS, 12.3" 13.0. P- 9.1-1369) 30: Snow: ASCE 7-10, 25 P5r Roof Enow)Ps1 B-10•f-16561 443 Unbalanced live loads have been I-1 10-11-1 01 57 considered for this desion. AVM: BC CONC LLF0L- 82.5 LIS 7 10.- ,3.0- titAsInG MAX VERT MAX HORT BAG PETS/REP SRO AS00 LIMITED ST05A5E 0372.5 SOT APPLY mr.TO THE 5PAT1AL 1,72723.0I0115 REACTIONS REACT/ONE 51272 00.171. (SPECIE51 RE40/RE7ENTS OF 18.7 2012 AND TPC 2012 71O1 5E7710 NET, 0'- 0.0' -158/ 104402 -250723 250CH 5.53" Or ( 72251 20'- 0.0" -I572/ 104MV -25003 250CH 5.50" 1.72? or 1 6251 837TOM CHOPP CHECKED Fos 10P8r LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-COHCURRENTLY, VERTICAL DEFLECTION LIMITS: Li-L/240. 71..L/130 MAX LL DEEL - -0.002' 0 -1.- C.0Allowed - 0.100^ MAX 7L CREEP ZEFL -0.033 7 -1'- 0.0" Allcved 0.133' 3(1)2 LL rEr., - 0.3/5- 6 12''- 7.6" Allayed . 0.954' MAX TL DEFL - -0.407" 3 12.- 9.6- Allvwed . 1.272' MAX LL COIL - -0.002' 0 21'- 0.0' Alloyed ,) 0.10C" MAX T1.CREEP Cm. - -0.002' 1 21'- 0.0. Alley.d - 0.133' 0-00-15 0-08-15 Ic MAX 50572. LL DEFL - -0.021' e 0'- 5.5- 10-0 0 10-110 MAX 17O5I0. IL DUE - •0.031" 3 r.- 5.5' f 17,C110.,21,2500.00 LIS SEISMIC /2080.1 3-10-03 3-06-01 1-10-13 1-10-13 3-06-01 3-10-03 Windt 120 nph, h-19.1ft, 7COL.4.2,BCOL-0.O. ;me 7-10. f ff f 7111 Heights,. Enclosed, Ca0.2, Exp.B, MWERS(nir), 12 12 lnAd duration facter.1.6, HM-4x4 7.00 C2' Truss designed for wind loads in the plane of the truss only. M-3x4 M-3x4 10-1.5x4 M-1.5x1 4 1174 .11 I ' !Lf-1.5x4 t4-1.5x4 3 5-00 7 •- W. • - 17- o 1 - ---, o M-2,5x6 MHS-7KP MHS-7x8 M-2.5x6 62.500 .(tikcJ:3 PR Ore,s,A., 7-04-04 5-03-08 1-04-04 1-00 20-00 1-00 144 37 89782PE • 305 NAME: DP HoaTcr) PLAN A113-A - 12 Scaler 0.37201 / • - WA1•1•101: OVITPIAL NOM, Leder eel....need toe . Ruldet end engem eredrecbe srene1be reterved an eareeenl NO. Tide drupe%Omni ere,wee pr.-.-Meyer awn r•ler en reerertel uRELlvrm Truss A2 see Vienrele bereft meander.erwrreenree. 4•464.41••••••••&Mowery et deter pdarewront led prow 6, c.e0 47(1. ...Wein^ 4eeriennel Ver/*operable,fere Weary Maya.. 2"w."Ww"bw" W.WWW 2,II•rep Iv/leir 1•11 Menem chords%to lelenew[needed Fi4 y 5• 1 eenellenel*wavy teem, emen delay dreg eensi•cree 4„, 4.C/ 7 e•earl et Iff roe.heyeelentle to**. tleneeperel Nee impel ere ••••r.e...a4ir ,N AOS....1 W..: cerenund Ne Wow;ash es*weed eneeeend(fC sewer cowman,. P,ei fit\ DATE: 7/0/2015 •••••...h.•tn.Fsatarrsoore frosentidasarot 3 barred bawl)re Ma*wean noun/roarer.6. UL SEQ. K12964 95 a'"bed Yodel ler 1,717•1,51,awn ceene•••••wed Ore ee btedel eni •Iherallettor al teem Po reweeneriley Of ere',warm mewed, eee. Nair eeeronee Few/3 re Sb.wooer en•FAM.0,71••••nerwmal, eed are la'41.7 armee.re Ine TRANS ID: LINK b.%t.nvied •••••••• • mine.LS be ere• ewe..Venn Mee er reap If •Creeenanee Pree ne control ever ene••••••res renneertary ire me EXPIRES: 12/31/2016 SNB.75 earning Sepeonll erd nerebree ceevenere• 4. 7.Deem,morel erletrieve rfeerep n onearaa July 9,2015 Tee Omer le kneeled Weed le lee.145.57 leer bn 1 Peen Nag p.m..,./MI ken teen,T) s.rewlphoord••Owe c.ftto trivercA B am 77,5.3. 41.lioreeeell Yen oreirdde wee OM eerier enree P.Dare ed.%eCe Lae•• Welt USA.Freniancoarus Software 7,57-5e21272t 75 1..75mg wawa..perft Oerier.reline see 2154111, 5•ISM Word LIMBER SPECIFTCATION2 rsof:s SPAN 20.- 0.0. SINGLE nmuscl, PoPCES 7C: 2x4 DF 0140114 LOAD DOPAT1011 INCREASE 1.15 2-17- 1015 3-19- -194 EC: 2x4 DP $1491? SPACED 24.0D.C. 2- 3- -1291 12-11- BC( 12- 4- 214 14E01: 2x4 DF S091!D3- 4- -1092 11-10- 1035 12-13- 966 LOADING I. 5- -016 5- 7- -911 SC LATERAL SUPPORT <-120C. CON. LLI 25.0)*DL1 1.01 ON TOP CHORD 32.0 PST 5- I. 37 P-13- 274 BC LATERAL SUPPORT <- 12100. VON. DL ON BOTTOM ECM - 10.0 P5F 6- 7. 37 13- 9. -194 TOTAL Lam - 42.0 PSF 7- -030 OVEPHANGS 12.0' 12.0' P- 9- -1072 Snow: ASCE 7-IC, 25 PSF Roof SnowiP31 9-10., -1299 Co-i. Ct1.l, 1..1 10-11- 0 AVVL BC CONC LL0L 2.5 LBS 4 10.- 0.0' BEARINGS LOCATION REACTION SIZE REC'E,AREA ISC. IN.) 2$C0.00 LBS DRAG LOAP. C.- 0.9" $71 5.50" 1.39 OF 1 0251 20.- 0.0' B/1 5.50' 1.39 Pr ( 125) Moo Calculnt.nd Vp11:C: Lnft - -156 Right - -156 Truss: A2 This sheet shows additional load case(s)for Sequence Number K1296495. DATE 7/R/2015 Refer to original seq.no.for all details. SEQ.: K1296495—L1 TRANS Il : kliTek US&Inc/CorrpuTnn SOW.7.6.14P2(21.}E ___--- MMIM=MIM=MEMMMMMMMEMMMEMEMEMEMMEMEMI c . This design propatod from computer input by GREG ARIEL TROCC IXIMBEA nprcIrIcATlem. TROnt SPAM 201- 0.d. Wind) 120 mph, b-11.1ft. TCOL-4.B.BCP1mS.D, AGCE TC: 2m4 Cr 115R LOAD DUC/ON INCREACE - 3.15 lAll Hniohts), Enclosed, Cst.2. Exp.B. VWFACEOIrl. PC: 2m4 DF 1114/17A npAceD 24.D.O.C. load duration factor-1.S. End v.rticslis, Are exposed to wind. IC LATERAL GURPORT sEE 12.0C. VON, LOADING Truss Ed-signed for wind loads EC LATERAL SUPPORT t- II—OC. VON. LLE 25.41EMILI 7.01 ON TOP CHORD- 1..0 FOE in the piano of the truss only. DL ON BOTTOM CHORD- 10.0 FOE TOTAL LOAD- 42.0 111 'frblm end truss on continuous bearing wall CON. I Snow! ASCE 4-1D, ZS PSF Roof SnowiPs1 -1m2 or equal typical at stud vertirsis. Cael. Carl, Ct-I.1, I-I :for to C:spoTror gable nod detail for ooplete specifications. I LIMITED RA STOGE DOES NOT APPLY DOE TO THE SPATIAL I REOUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. BOTTOM CHORD CHECKED FOR LOME LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 10-00 10-00 I - , 12 12 C.71114-41y4 7.00 . 'C'.,1 7...50 CR 1 1 I 4 - II r? —ova Or '44 m w —17,,, as --" Wwwwwwinarwrition onnowe•ozezremmemiseritrowemr m #me"wee oar Ara, 0"WA,4/WWE Amnr issitel#110 ne04020WS,MAW'AMER shateoteeowmmoremor oo:~IteWar.~ I i C? )t-2.5x4 90 1-07 20-00 ct- 89782P E r- ,..,_ . . JOB NAME: DP HORTON PLAN A112-A -A) Gcalm: 0.4001 „,./..E7 WARNINGS: GENBRALNOWS. unix..severolio tre4rvi (0, () 15' TA.. I.Authlw sea nese.tsverssfar shook!Ss estessa eV?Crnlii Wilt t TS.6,04.4 Imaa sr*We 09 0449eases Owen see Ps Ise se isenedal Truss: A3 wwwwwswwwwwww.wwwww. nuennlowwwwwl appessbate 44 eitUr bewerseles 493 gnaw ei OREGON'?" 07r ...We.0,..vemeell.V*ersocesibtay at Ms wilsw Wars, 1)1.80sbnewlse esti beet"ewe be imesauf sews steeps.. 2,Ponas sessasen les aue end Serwe testae le be bastmls Soma ise .174. 4/iy AS, . A..........Awng A A...AWRY devea...Vete. 7 AA otel at tlY 04 newristrow WRAF brund throushoin IAA lenori es 9 ess mosesbals eP law wssew.Andhevaiwresewel*say s? sereineses~en awe in*weed shestengtCy*saw dyes411Ci PA UL 0 DATE: 7/8/2115 nt......e.r.t.ihnrwoonsbley ohne Sugary deslesu 3.2.*wed Sok")se NW*levoell*went ante?anew,. SEQ.: K1296496 4-mi.*,sessla b.WA/4*est ObeaSsesetwaS Mt al terwesses 4.lestsasesn sf ens Ws thet weenses449s e?ate Awns.aorftriCI0, Erli•Met Ws semvoklosndw es hes sestet say Weis pastes awe 4,blear ssesees*mem le b.usw A•neosermAkft brterserswet end*9 Sir eity tereitese.ohm. TRANS ID: LINK 4...riarldslin Perbei is try teraseeset f.Ewer?eassuress OA Nylprq 0 at illithWt,.S.A.Sese se weaas V 5,Correarve Nee es ranks?sue Sea illear94 re anapasebilea ex,,,,, EXPIRES: 12/31/2016 mnottalty. ,JIfrk•tefk,Pweabwifetawswa sod Setslease se serarreek 7.0.*ign*Num.irdetVui*Ammon A wsossd. t d ThaJuly 9,2015 H. e mp?is Kress.?ulteeel Is IN In,,Mg.so bm.try A 1,10.***41,•last eErS Wee Wes 0 buss sea*04 ik.ISO+eriNt E tnivOts in 0054,ono.et WOutro4 b.Arf ovirst wen rig.10. 099 swede.sew pee ma.Vet, 9. Cass*0.9 ses taplide in letth.s. katk USA,InctestriouTrin Sena.7.630 L}E Ea RA tow COrm0a.ON*aesee Inters sow ESObilt I ESO./O114??.SEsks , — — 1===MIMIMMIMMIIMMIMIMIIMMMIMIMIMIMMMInw This design prepared fro. ,orepuier input loy GREG ARIEL TRUSS LUMBER 506020 0710)I2 "'PUSS NPAN 20'- D.0IBC 2012 MAX MEMBER FORCES 4WR/02F/C1-1...7L2 7C: Zw4 DF 0140TR LOAD DUPATION INCREASE - 1•15 (Non-Pep) 1- 2-( 0) 57 2- 0.1-11 140( m- 2-1 01 19( CC: 2x4 or 11411IR SPACED 24. 0.C. 2- 3.1-1.361 69 .- 9.1-31 1464 3- 9,1-547) 53 WEBS: 2x4 or 3TA11D 3- 4.(-1320) 1. 9-10-1-11 1450 9- 4-1 -261 922 LOADING 4- 5-(-)3001 9. IC- 6-1-R1 1401 9- 5-1-5131 CO Ti. 1ATERAL SUPPORT <- 120C. mi. LLI 25.01.DL1 7.0) ON TOP CHORD -. 22.0 PSF 5- 6-i-1006) 76 5-10.2 01 3:P EC LATERAL SUPPORT <, 1OC. CON. DI CH BOTTOM CHORD -, 12.0 PSF '7,- 7'1 21 57 TOTAL LOAD .. 42.0 PSF OVERHANGS: 1:.0" 12.0' Snow: ASCE 7-10, 25 020 Roof Snow(FAI BEARING MAX VERT MAX HORZ BRG RE:VIREO BAG AREA M-1.5x4 or equal at non-stru,tural Cs-1, Ceel, CC-1.1, I-1 LOCATIONS REACTIONS REACTIONS SIZE SC.1N. (srEcirs; vertical members loon). 0.- 0.0 -57/ 1345V ...39/ 9.H 5.50" 2.15 OF ADDL: TC UNIT LL.DL- 40.0 PLE 2 - 6.0" TO 1.2,- 3.3' L 20'- 0.0' -69/ 1247V 01 04 5.50' 1.99 OF i 6751 ABOL: BC UNIF LL..01, 2.5 PLF 0"- V.7"TO 12.- 3.3' V VERT1CAL DEFLECTION LIMITS: LL-1/240, 71.-tileo ATM: TC COMC LL.DL- MO 1.02 0 2'- 6.0' L MAX LL DEFT - -2.002 0 -I'- O.C" Allowed - 0.100' ABOL: BC CONC I.L.DI, :22.0 1.0.01 e 12'- 3.1" MAX TL CREEP port. - -0.001' 0 -1*- 0.0' Allowed - 1.113" MAX LE DEFL'. -0.029' 0 IV- 0.0" Allowed . 0.954' LIMITED STORAGE DOES NOT APPLY WE TO THE SPATIAL MAX TL CREEP DEFL .- -0.120' e IV- 0.0" Allowed - 1.27Z" REOUIFILMENTS OF IBC 2012 AND IRC 2012 NOT BEING IIET. MAX LL port - -0.002' 0 21'- 3.0" Allowed - 1.100' MAX Ti.CREEP MEI - -0.003' 0 CI'- 3.0- Allowed - 0.133' BOTTOM CHORD CHECKED FOP 120.50 LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCUPRENTLY. MAX H0012. LL DEM - 0.014" e 19'- 1.5' MAX HORN. Ti. DM -, 2.016' 9 19.- 6_5' 10-00 10-00 Wind: 120 rrh, h-19.1ft. TCD1.-4.2.BCOL.(.0. 90)120 7-10. f- f 1011 Heights), Enc,lom,.d, cat.i. Exp.O. MwERSIDir,, 5-04-11 4-07-05 4-07-05 5-04-11 lo.d duration factor-1.6, f-- 440N , , , End verticalill Cr' exposed Co wind, 1'2' u Trss designed for wind loads 14-4x 12 6 ''' I 7In the plane of the truss only.. 7.00 1,7 Z .00 4.0" M-2.5A4 or equal at non-AtrurturaI diagonal inlet,. 0444441 M-2x4 TYP AT HORIZONTAL.INLETS. m_3x9, . 1111111 :2.5..1044444440404404 „ 7 , AAA \MN IIIMIIIIK ' . -Addl.'IOW) rr. .4i 411 °Ill'. 1 o Mx5 M-1.5x4 M-3xR M-1.5x4 9-2.5x6 , 17,o 1 V PROF6 5-02-15 4-09-01 4-09-01 5-02-15 1-00 20-00 1-00 44/ 17 cr 89782PE c•-• ....., JOB NAME: DR HORTON PLAN A112-A -945...)e: 0.3126 , . WAMINDM OPPERAL NOM, t eam.....d........wilnrelor Weld to Weed eel Oennl Nabs I,len&bon No bee.*en*on be breentere Coln led*be en enenbal "7 OREGON , Truss: A4 end Weennia bane eneebeeee neencenee bide*ermoornI,amble,0 dnign pennelen bel Re*. #4, +I, c;` .1.• IR• moven...0 econneel*tbe eneenebIle,vibe bAelln5 deenne, Z.be eereneebee bee wane Nene to eftellel wen Va... Z.Deur••••••••be be ned baby*cheek le to lelentc bone el 'VA' -ARy A • ec., 1 1101Morel Women bury le rm./SAW,&ens cendrucicce 7 •an atI0•1..erecntbreb wine been Demand W.boob Ip *re reep•-•/>•••eI en oneee.A.5•••••Jp......5...515, cern.**Omar.:•ccee n Yr......1..7410.m.dr.%ger -it PAUL0 DATE: 7/0/2015 no enrol~heir 40e rereenelnec el be Weft;Oeslorn. 1 7,•levcel mire.ce lobn•noon metered Wen dawn•• SEQ.: KI 2964 97 4,Pie end inewid In wee.le 09eneponec ere On.1 Wenn ord 4 Innebeen,10,.l le be neeneeketc 11 be runnel.,centred, 5 Dew IXOL...,Vvi....no la be tend Cl men.lennewebe Wee.en eeenpleb bed iil IN M.OsIskt 19 Mode 10,8/..ren Ord OM 111.1"oee nods.,of... TRANS ID: LINK deer 1.4*ee min le an cenneeret I Over esawenUessemgol•Il UM.V.v.,'Ant or wedge II 5,Ceneubve len n control an,eln lean.be encenekeec In en EXPIRES: 12/31/2016 ...., ..........*benne ecd teeny*.el cenceneh, 7 Drew IMO..bences*~nee..beetled July9,2015 t 70.0.119'le lloWne*gen le Pe irnlIMINM WI I.s,y 0.Plebe thell n bbelbil en len ben encon I,,)Penn lobe.WIN 1011017.1 et 5C.51,end.at eneh Wile krre.•ucen menet I•4110rn*,b..mew In.. 0 091...401.W.a pl.In Indy& LOU InA,InciGentpuTrus Soft .7Al110-/-E 10 00 Wm won.plese Yew*nem bre(5 RA 311,551•1181(M.I , - .-- , This dtsign prepared from ce,puter input 02 GREG AR/EL 70222 Ithr5FR 5FEcIFIcATIoNz TPCNA APAS 7'- 5.0. Inc 2017 MAX NEMBEP FORCES 4WA/Ge -i.00 TC: :x4 tyr 0145TA LOAD DURATION =BEANE/ 1.15 1-2.1-322) 0 1-5.10) 217 7-2.10) 124 BC: 2x4 OF 0/05TA SPACED 24.0" D.C. 2-3.(-324) 0 5-sere) 217 WEBS: 2x4 OF 5T0112 3-4-t CI ET LGADISG 7C LATERAL 2UPPORT <- 12^0C. UON. LL) 25.0.0L) 7.0 ON TOP CHORD. 32.0 rsr M2 LATERAL SUPPORT <- 12^0c. DON. DL EM BOTTOM CHORD. 10.0 PSF MEARINt MAX VERT MAX 12302 ARG 0EC7IRE2 BAG AREA TOTAL LOAD. 47,0 PAF L2CATION2 REACTION:: REACT/001S SIZE 57.12. 120E21E23 OVRHANGS: 0.0" 12.0" 0.- 0.0" -1/ 120V -”/ 340 5.50" 0.51 DF I' 5251 Snow: AScp 7-10, ZS RAF P00( 550R(FAI 7,- 8.0" -IS/ 45.42 0/ en 5.50" 0.73 OF 4 2251 Cs.l. Ce.1, C .1.1, I.1 VERTICAL DEFLECTION LIMITS: LL.L/240, 7I,L/150 LIMITED$TORAGE DIES SOT APPLY CUE To THE 5PATIA1. MAX TL CREEP PEEL. -0.011," 0 3.- 10.0" Allowed. 2.450" REc2)144/IE715 or IRO 2012 ANC 192 2011 NOT 02120 MET. MAX LL PEEL- ..0.002" 0 0'- 0.0" Allmred MAX IL CREEP PEEL--.0.003" e 5'- 9.0" Allowed . 0.133" ROTTOM CHORD otrcm FOR tors?LIVE LOAD, TOP MAX TC PANEL LL CEFL . 0.014" 0 5.- 9.2" Allowed . 0.245" AND 007720 520000 LIVE 5021114 ACT 1127C0 1759, MAX 10912. LL rm.- 2.221.. 0 /.- 2.E" 1 3-10 3-10 MAX BORIC. IL FEEL - C.002. e /'- 2.E- 1 I 12 Wind: 120 nph, h-17.30t, TCD.L.4.2,007L.,..0, ASCE 7-13. 1: 1211 Medghts,, Enclosed, Cat.2. Exp.a. lorrpzfrir , /.00 ;' "SI 7,50 i,mi duration raeter.l.fi, End Sn•Sticaltd1 of, fdinnsed ',Sr,wind. Truss designed for wind loads IIM-4x4 in the plane of the truss only. 40.0100/1111 n4 I0111F-I .. I 0. 111 S 337,.. :311 I 0 0 M-2.5x4 M-1.5x4 M-2.5x4 4 i" - 3-10 3-10 1-08 1-00 .aGINez- wtS> ,N7 cr. ,89782PE r- / , JOB NAME: DP NORTON PLAN A112-A - 91 scale: 0.500P i ..,„, 1 ...YARROWS: MERU.30051. unl*,a f***4 need ' 3.4. 2 41, , Wk.end.4 mcaf f sefrsdor 034vii to ado*.et st 3***1 Mows I,SI*003.3 3..3 33,,433 the 1***.tar*Ord*and*34***Id* 15;14,OREGON N. Truss: R1 .,0 ..g.t.o.,....1...0.,0-.......... DAd.oe..0...4.40...m.yee.tmv.........ndo... d, eflops*Mon aln***vnt*the fesoftibily ef 0.•*Airy&OWN* 2.244*****an******1*,*I*hold*3 f fre 3,3•3• ,may 414 3.11.117,*an,*II*tap**Wan"~ft le I*laws*I**al af 1 Adtliftroli4IWOPrOn,IATSCAN 10 W.•24341*3.*****33* f 9,, fiY A---,' .,& 7o,amo se trf 33********4*fIf II 3.*30.31.341.30,33i 31 *I*Ns*eft**4.1 3*~a.Ikainand.p4,4nont*fa*et wiry**Volf *op*In 5Irmal.,,IN09de135*037•434113S DATE: 7/5/20114 C.evIeblasatnesis Mt IVIII**34*0I1341333,4433**, 3 iv*ed If**Of et klenf term*nnpondl W,43,1139fn•4 SEQ.: K1296498 4 01 Isad 01331 b•affliod bp***me until a,*ft Inte*ard 3 3311114343 at 4 ust Is 64.rnrensiffy 4*****1,44 easimedef. tera.**On**Oh*431034*no st*J41.*bid,dr**,Ism S.0**,43,13,413.144 we la I..49 In•1**34,113Ine endrcomart vel•no ixf***33343.t I ow. TRANS ID: LINK 0,3*11,43,to*Owl*V*component 3.Of sign vuunfi SA*try*ft 111***3$3,333,Saff ed..***f S 3**ems Nis re co.4,31 am•na maws r*tespantibil*lb,Ihe EXPIRES: 12/31/2016 Mx*,San,WAN,04***131*1r4110464,1 a WNW.. 7..0.071 Mt,.Oil.W.***nage in****3 Jl uy 9,2015 tThia 6.169,1 AI Arn4N.d ItiliNS ta Mt 10.11~0 srt 11.44 by 14.PIO.,a**,13*fete{Ift 3,01 dodos as Vv.,*ph**0.114,4 am*, ildiVTGA Ift 3331***131**0 ern tt.turrilhal udemINIWSL 0514014044'*09)441 VIWISIK I., It Mrs*Scab sint id*Wm Incton MiTek LTA friciCernpuTrus Softy.7.41.7(11.)-E 7 II fax Ms*I/mod*011,4 det,fn robe I s*(3431010,33131963 0313* This design pv14.4.1 f rbb .“.bbot*r into.. by 2ftro5 ARIEL TALL..: LOWS, DPECIFICATIC,1:: 723 5PAII 7 - ,.0* Wind: 120 rph, 11.21t, TCD1-4,2,2001,C.02 ASCE 1-12. TC: 2x4 DF 1114614 LOAD LA/RATI Ott niCREASE* 1.1S tAll Heiohtol, Encloted, Cat,2, p.B. MWERSTDir), BC: 2x4 t) XIARTP SPACED 24.0° 0.C. load duration factor-1.0. End vertIcalttl are exposed to wind, IC LATERAL SUPPORT et 12°0C. VON. LOADING Tross designed for wind loads BC LATERAL 5UPPOR7 tu., 170C. 0021. LLi 25.01.01i 1.0) ON 700 cliorD . 32.0 030 In the plane or the ttunn only. CL ON BOTTOM CHOPV t 10.0 PSF TOTAL LOAD . 42.0 NSF !Gable sod ttUlt on continuout bearing wall Cott. 7-17 or equal typical at stud vetticaln. Snow: ASCE 1-10, 25 PSF Roof 5441F1) Refet to CorpuTtuo gable end detail for Ct-1, Ce-1, Ct-1.1, I.1 rorplete specification,. LIMITED STORAGE,DOES NOT APPLY DIE TO THE SPATIAL RECUIREMENTS OF PBC 2012 AND IFC 2012 NOT REINS MET. BOTTOM CHORD CHECKED MA 100S0 LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NOS-CONCORRENTLY. 3-I0 3-10 f 1 T 12 12 7.00 [3 ..q 7.00 111.-4X4 1 .41... M-1.5X4 OR EQUAL AT NON-STRUCTURAL MEMBERS. PI ill111161111111111... 1 ..1=2.2-_/ 4rArAmourmir 42eirarionme 7.11.-' Airrara- ArAmorAr Arr."Air 0 0 :3-2,T,x4 P1-2.5x4 I. .1, I ........1, 1-00 T-00 1-00 110 PR()Fp, <(.040 ...c. 89782PE • JOB NAME: DP HOWSON PLAN AII2-A - B2 Stale: 0.0231 -- / 1016101114111, 611.1111A1.NOM, 6444 stwrsilta Wel Co. 40 1,Wider and*mt.sertne.ar.46.6.te 4644 OM 0.040.00. ,..Na 64640 10.41606 10.14 444.46400.•6110 10.0.0.11 ... 17,1,OREGON Truss: B2 .dw...,..0.Want terolbuchen cow.* 6c6MN cremaw&AINScAOY c,dc.p.eand....0404. V.' fg:)'.% 1‘... 060406.44600.01 6 PM 4.4.04.1.64 a.41 404 4616. 2,201 6.440014.4.6 6664 6.1 4 linchlicel When thotcon*. 2 brocdr*M..Who Itip sad beelem 0446 4 Wed.0440 'VA? 4 R y A$• 45%' 1,4611.414604.4 loCtin&tc C.c.thttsitt&de*.4 camcbc.5c& 2 a c.and*IV a c rocoodkrity iotleas toscal Cvooreuf 0.64044 el.40.4646 04 0014 66.0.611.4146 b47.1 a, ir \NA <4.6.6.616•4164.46 n 0044 06046.7t).644 dr.r.ABC4 it..A UL 'Vk DATE: 1i0/2015 V.440016400.4.114 64.44006 MN *eded 004* 1,6.400.61604 at ware 0406 rade401.04 664.4 0 SEQ.: K129649.9 a Nalosalawvuktlar csc11.9 te ofq 446onent urel O.0044 and 4,0.6660414.0.4 de....644 ere r04.6.canentite 4064.are 0o5140.and al re One.04 a.406 gra04410. 1 Das..4.044160....b 4 Irt40Cc A nrocctaccci.........nt *KS we Wary reedMice a) . TRANS ID: LINK &sip hods be app..]fa 44 6.4444 A Dber 46.46 tui 4.6 0 dad..thar.44 0.0460 1 S.Car664.hes re 0441.4 wde aro!rivesrn no tinews4btey te.INt EXPIRES: 12/31/2016 MKAWW,.. 14060464.64 thipcione Ica)Irclablen of ar,ccce.. 7 Dcsirt SW,.ixtecuch ewe.es 0.6161. &Thoc 4.4.4 IkkeOthect taittidois eccImicticrtatai 11"4, 4.1104 11 4.6• bad.an 06.tam 0 0.6 and 0.6rd 4,.4 04seear July 9,2015 TPtWTCAO,9050 0.110.si.440.*9 40 focCIMoil won R.:wit Cow.ceinckla wee tcOmtdmice Co. 1 9CW1.W.stcc.#$I1.ic4ce^”. Walk OSA.in6C460614.4 Sawa..7.3.7(to-E 112 is Park ccrefectec Or%elachr yoUrs cc.ESRA 3*I E3.11-1444‘0714! ____ mmmmmimmmmm.mwmm.m...........m...........1 i . This cle.stfra prepared from cempu220 npot by GREG ARIEL Tr.u2,n LL0f0 CP DPEC:FICATIOM TENTS SPAN 2*- 6.0^ :BC 2012 MAXMEIMERCE:3 414P/GDE/Ctr.I.f,0 'IC: ,Tx4 DF H14STP LOAD DURATION INCREASE .• 1.15 I-2.i 0 57 7-4-:0: D 92: Z 04 Dr d I OTR 5,0509p 24.0" 0.c. 2-3-r-S,1 II Tc LATERAL DHRPORT <- 11:"DC. 200. 10592550 EC LATERAL SUPPORT <= IT"OC. tIcii: LI( 25.01.91,5 2.0) ON TOP CHORD -, i:.0 rsr BEARING MAX VERT MAX FORT RRG RECO/RED RAG AREA DL ONBOTTOM CHORD... 10..0 est- LOCATIONS REACTIONS REACTIONS T/TE SQ.IN. !SPEC:EDI OVERHANGS: 22.2" 0.0' TOTAL LOAD'. 42.0 psr P.- 0.0" -22/ 2912 -12/ 450 5.50" 0.42 rr ( 6751 2.- 5.0" -13/ 59v 0/ Ci! 2.00" 0.0N Sr 1 5:51 .5nOw, ASCE 7-10, 25 PSE Roof' Snowt55Y 2.- 6.0" -10/ 39V 0/ OH 2.00" 1.09 OF Ca-1. Ce.1, CT.I.I, 11 VERTICAL DEFLECTION LIMITS, LL,L/240, TL,L/11,0 UM/TED 2T05599Dors nor APPLY DUE TO THE SPATIAL MAX LL PEEL.. -9.002" Li' -1.- 0.0." Alloyed = 0.120" REQUIREMENTS OF 10C 2012 AND IRC 201: NOT an=MET. MAX TL CREEP DEFL,,. -0.003' a -1*- 0.0" Ati,wed - D.I33" MAX TC PANEL LL TEFL.. 0.003" 0 1.- 3.3" Allowe,d ,,, P.141" BOTTOM CHORD CMECXED TOR 10289 8,120 LOAD. TOP MAX DC PANEL TL rErt.- -0.002" a 1'- 0,2" ,,1t-,,o AND BOTTOM CHORD LIVE LOADT ACT NON-cONCURRENTLY. 2-06 MAX HORIE. LT 2995- -0.002" e 2.- 5.2" f MX TWIT. TL PEEL. -0.010' 0 2.- 5..0" 12 wind: 120 Hph. h..10.991„, TC111,4.2,B.00L-.6.0, ASCE 1-10, 2.00 2' (All Htiqht,), Encle,,ltd, Cat.T. Exp.B, MH)ETTDit!,. InAd dOrAtinn tActor.q.E. Tvls/, desiqned fnr wind I./Ad, in the plAn. of Oh- Arun: 2n1y. 3 I t A. 0 ,e4 0 4 1: 0 Ira I Afit2g4 0; IM-2.5x4 ; ,L; 2-05 0-01 1-00 '0207169 5521L rtA0I552:06.:2.0.4 1 2-06 13 PR OFp, 'S(<-.9%. --/p GIN4.4,. 0 .Z.I - ...c- 89782 P E _7_,....V 52 / 208 NAME: DR MORTON PLAN 0112-A - TI 2221 : 0.6/23 ." ' ',----,/F- ..'," - , r I WAIININGS: 010310PAL 15)T13. 544e 45474se meet Cet. 43 I.tArkNramomeeomummodotem..#11t.,,,d.odettiOooloti Net. 1-71,4 1540e 4 3.1,713 A*We ter probreeleneeeeet vet 4 be en ininitnyi OREGON ..... Truss: JI wet 5334 els beicer asnatninkm oteetetenbote WW1 AA111•5501.A/4474045/at erstr bereneAton bed meet 4 illti '12 T A.Abee1314 el estebee.410 hex Peerenettete Oleo 14414964.4,41. 2.2.4 retteerentem wee 64040 met Or 4044133144 sew,4 7,De eibro 44404es Ina leo end belltem dents te be Iteveri belted et 17.5S Alpy AS 3,AbletteA tortbentry tebbeg te Mk.00,44&peg bees1netee 7 be.ref*70 4c,rebbeateete 4444 leered 134405441 Pe V etter by TI ‘04 Vt31 le the neeemble,ere*erecle4**who woe-wet bianilf RO PA U L T‘' user..theollene axe ee b444411 ebtelett4017C1 tree5,04441141C7 PATE: 7/0/2011 Vs ems,enztere 4 54 ttelepesteele ebbe brelenb etwebew, 3 7.bebebte,1100511A10111.11.11.5 7.10.1741enore se*,e SEQ.: KI296500 a les ked 544,1 be eleilett 5 ene etwebareet wet e ter el Roving wel 4 letettertiee et ebe*is/he trebebebilew Wee nnetinbee seeeter41- 1.04443 en 0.044 444.5 no env 55.,M.,,.bash grim*Awe S.tempo ewe,.tubers en te b•treed et a bar,entreeive eteiroette44. eel.,.to'ft comibp/loikm.. TRANS ID: LINK , 1544111.04 be abeibet le fery ttli.ever.; 5.134.04 assumes IA be vete et el 4415,4 abe0e1 Vete 1.1.0011*A 0 CeeteerTnn ten es 007041 wet 434 Mums%ft.0~44 40114 EXPIRES: 12/31/2016 libetetan,14,414,0 04444 end inseartee et tompompflts. 7.beeen sswees admit*eteeetge t41404141. J uly9,2015 .../.....0,..0.,..............„-t bet,by A_710es WWI te 541140 Gm POI tIttnell1U.,met Omni."N.WO* TAW/70e.4 11731,cebtes et.4303 we be denneed epee neenet. tooricsimId•Aith 0.160.1/104.1. S 1310e4 etetitte see 05045 ibehes. Web USA,Irte_tempulbtri Softwara 7.5.7010-E 10 Fa bier etteeettar 0444.35 nee.see 0554311 E5R411511,00701 ------ '- --- Thi. d-z13n prepared frog+ .ao-puter 1nTt7•. by GREG ARIEL TRUSS IBC 201: 1lAli I!EHe EP FORCES 4HP/GUplCq-1.00 2-06-00 GIRDER SUPPORTING '-09-0c 1-:-I-ii1 29 1-3-1-127 In 2-'-1-671 LLTIOFP SP F •9IOTIC•:Ix LOAD CURATION INCRESE ., 9.15 Ilton-Rept TG 2,01ODE .1+970 FC: 22[6 OF SS 1AADSIIG HEP. 2.4 OF STAND Snow: ASCE 7-10,.25 030 Roof ;now IP.al REARING MAX VERT HAM NOR: BPO RECUIPED ARG AREA Ca-1. Cr.:. CL-1.1, 1-1 1.00ATI595 REACTIOIIS RE:.CTSONS 5150- 50.19. 150FCSc:1 7C LATERAL 5009097 c- 12'00. UCN. 0'- 0.0" -19/ 296V -16/ 324 so 6.0'V 9,0" -20! 22V 0/ CH 7.00" 0.35 OF I •2.51 SC I.ATEAAL SUPPORT �- 12'OC- VON. TC UNIT LL! 25.01•DLI 7.C1- 32.0 PSF 0 0.0' TC - , BC UNIT LLI 0.01•DLI 10.0)- 10.0 CSF 0 0..0' TO 0.0" V SINGLE MEMBER AS SHOWN. BC mgr LLI 70.91•DLl 49.:1- 119.0 CLF v- '7.0" TO 2'- 6.0' V VERTICAL OEFLE TICK LIHITSI LL^L/240, TL-L/IPO MA:. TC PAIIEL IL PEEL - -3.002" R 1'- 4.4" All v-d - ^-.11^' HANGERS ATTACHED TO BOTTOM CHORD LIMITED STORAGE DOES HOT APPLY PUT TO THE srATI-AL MAX TC PANEL TL TEFL - 3.30:1" 9 1'- 4.3" Ailewed - 0.135" WILL HAVE 1,5'MAX.NAIL PENETRATION. REWt9EMEN75 of IBC 201AND IPC 2012 Nor BEING MET. HA% 509I1. LL DEFL- -0.000- 9 - :.2' ROI7OM CHORD CHEC%ED FOR lOPSF 1.30F. LOAD. TOP MAX HORIT. TL REEL - -0.007" 2 _'- 4.3" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. Hind: 120 mph, h-16.9f t, TCDL•i..,BCCS-f.0, ASCE 7-13. 0G-py 0-01-12 1511 HeightnI, Enclo.+ed, Cat.., E.xp.B. MWERSIDIrl. f f load duration Lactnr-1.6. End verticall-•1 are expo.ed to wind, 12 Trine de...igoed far wind load. 7.00 © in theplane of the true. only. M-1.5x4 0 7 61-2.S x•7 0 JIL .v O 1 I1e-3x 4 11-1.5x4 1 L 2-06 ��04G N EFA?0 c� 2 C..) 89782PE 9r ,,/i / /-- scal-: 0.74D9 / ,..../ /09 NAME: OP.5191071 CLAN A112-5 - 22 , V y _.... MINE460121: 0644141.NOtes. ern +.-"'*Wiwi -9' OREGON ,..t- Truss: � �. I.e,i.••rtl•wers.er..adM N.Wa•blee4 eI N G..*.l 1fele. e.TM.'M7^•boxed ern4.9-^T•P.. ...1 New Mhb M.d.na '(/� awlwr....R.b.. W60.2a•eaa•,aAptt•../et&lc.P.'5* •e+f1••.• RY )�¢ T]'055: J2 ww'v.w..elw wafer*.4ear 4....nw '9 L IaA.-o'•.•b-w.b.ery.w waw Caen•. I O...... ,..w.wp.e.Wawadie•,..WbeR~eraN °eel A 5 2 Aee.eeMrerrre b.V9 le Imre ra•eir s••9 eendredbe 2 ex.roe w.9 rn .d.41Wr.b.vaarw.d.e..e..b.ep.be �4" /'7��� a W the wepora le et w••..de.,Ae141419-"'. '•134646•• watia.w.waI a..d.5 1•e•'•••wee+91t7 60.0.0,2•4680 /•� , ra.,MM.WM•re M e..pe44.44 el Or Mtl'9.w•. 1.2•Mead 1 r9 44441 Vowel rule'•'••4..w rr-a•• DATE: 7J5J7_D15 a.v.n..NwAaa•iV••aW•"e'ca.np.' 9 +..•a.•1b.a9•n0 aOe•erewe.w al U P- r..5rsA peIna..wnve.enre eez. SEQ.: K1296501 MwwwrYcl.1.•aM eN+N.urewe.r.rrw.n S.o•.9e•..veyce4alen...wlob. ..4n. r rnanw.. wM. "esan•eaA644 awe EXPIRES: 12J3112016 TRANS ID: LINK e."n idld, -. 41 f0.44.46- 0, 0^o•^•t 6.a.�•.w.•.Ube r9wM.Av.•Ne« s.er•+ev• /� S,C.wP.Trv.lwroc..+`Nwr•n0.re^..eaw�e..b.rb••'• ••awry- July9.2015 h.snqberx I IOm edell*Wed.61 to 44leen en..enao.a be e.I Ws Vol be Warfel w'etal bee alInn,•Mpbe..e ewe brew I.MAMA r.VAXc x..1.10 r`.ia.1U ..5Wben In'I see1.••weer U a MAMA w7lCsl.ad..MM'N A.MW�MYWn,•Pa.r 1.47.5 USA.ruJG..OTne Sew..75,791LE a.Dr•a Inditale'..M Plr•lnwx+a f.OreSpreww 014 dowere... . .LS-6.131 I,(11.1 Cad(YT..) , . This design propar.d from computor input by. GREG ARIEL TAUS rollnrP 2PECIFICAT/mN5 TRUSS SPAN 2'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/2i=1.00 TO: ::x4 Dr 4145TR LOAD DURATION INCREASE= 1.15 1-2=( 0) 57 .7-4".1M n BC: Tx4 DE ATI: SPACED 24.0' D.C. 7-1..5..55) , 72 LATERAL SUPPORT P- 12'02. CON. LoxnING 112 LATERAL SUPPORT ,= 1:102. NON. LEI 2.5.01.DL) 7.0) on TOP CHORD = 12.0 PST BEARING MAX VERT MAX HORT ERG REQUIRED RRG AREA EL ON BOTTOM CHORD = 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE J1.IN. 5:PECIES) ovrrtrAnGs; In.n. 3.0' TOTAL LOAD . 42.0 PSE C.- 0.0' -39/ 2917 -10/ 3RN 5.5P" P.4t: DE 1: 1'- 11.0" -2f/ 30V 0/ ON 2.0M" 0.05 51 r rn55 Snow: ASCE 7-10, 25 r5F Roof Snowi1m.1 2*- 0.0' -23/ 44? 0/ ON 2.00" 0.07 rrr r ,n5) 7.41) 7 cvrr, Ce::1. C1,1.1. T"I VERTICAL DEFLECTION LIMITS: LL=L/240„ 'TI-LISPS' L/M/TED STORAGE rots NOT APPLY DUE TO THE SPATIAL MAX LL PEEL=-0.002" 0 -I"- 0.0" All,,.-'d RECUIREMENTS OF IBC 2012 AHD IRC 2012 NOT BEING MET. MAX TI.CREEP DEFL=-2.043" 1' -V- 0.4" Allowed = 5,543" MX TC PANEL LL DEFL = 2,442" 0 I'- 0.B" Allowed = 0.I3'3" BOTTOM crioar CHECKED FOR 1UPSF LIVE LOAD. TOP MAX TO PANEL'IL TEFL = 0.002" 1' 5'- 0.1" Allowed = 0.154" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX HORST, LL TEFL = -0.000' 0 1"- 11.0' MAX HORN% TL rut - -0.1100- 4 1:- /1.0" Wind: 120 mph, 1,16.9ft, 7CDP.4.2,PCD.L=.6.0. Ancr tAll Heights), Enclos=d, Cat-2, Emp.0, IrwrrneDir,, load duration fa=tor-1.4. A - Truss demign.d for wind loads in t.:m, plan= of Th.. :ras= nnly. 1 1 .-- ot 0 r to is ..4 C .",.' W.1144 * Ng,, Ak. M-2.5x4 1 I 1 1-00 [emj.ELL15,1,_17.3 __.m:2,,I, 2-00 "44 S/a4:571-- „, „ICE NAME: DP MOBTON PLAN A112-A -JD Smalo: 1.4534 ..- WARMHOM GON,ALMMIL urawmastftftronAW A WitiffyWomOM..ftmaxeftM4.10~10,00~0kfts 1.-Th4,1.4pmsbewolWouramehapps.Oeste.wmand4bAinhor.241 ,, . 7PJ ci, Truss: JD amaiNkmiNsbean ce.obvsba. ,,,an isAdbitm=n="=.1.APPkokbbst timign pantr.lati*ad;water rosstparaban et tataStaatet1 4 ii.taapatambina arta btatiaq daaarat, ei 2 Sal atoontatiatt tati tereata rod ba.irttiTht Ittatta vaarant a 2,Nat"*as,.Sato"tuad betters tiStatla la ha Wolk tratAtt at 17,9 ny 3.&Mats.'atagasnora tatartsle Oata•WWI eltrats coastatattaa 7•x..and at itt a 4.resew"eat task.baud Itasto4toul rat*Wart tt, ite . 3„ WA.rforptberyAIR.*Petro4.4ort . ,39cal per4anant taatia4 at staaastataa 4.47404,4 aus4 41 6.14.441.4.2444tTC144444 447444NOC a PAUL 0 DATE: 7/ /2015 ta.anstall Oro* it Pat triptattt4ely oft COW,dintapar. 2,Impost 44.10,1 taktana treeing 444414 4144,Woes a a SEQ.: K1'9'0502 A.Nott44 MOM Es 4444.4 tto Vat teet404talt Intl alat al bmstag sad &tratalattaa littnale is Vat r440.4t44 OM*4444.4 r4441,44 tastitarra ata taantiota and at rat at.shatiklasS14444 rt.*Its, S.Drobsomminits,ssoson,bbokbed=trettot.storoatts.4.anweartt 444 am taetas ssatftsa0 stow TRANS ID: LINK &Yr.ha*IA•444116 44 tempos**. 4,Naga Human NO tatorei at al atattaras at.,Vv.,or gator it S Catacallosat hat na eattital taw vat*mews no taapattatbOtt Ow Ira EXPIRES: 12/31/2016 tartaata42 attattaban 4.111tc.slapaalat and iraitalaban of santstartatnat. 7.Dinar swan 044444 0.141.4*4 44444 144 lesd Jul a y 9,2015 'Ma deast.Oa horatdstot satataila ate lanateleat 414 kata by 4,Plotra eival tat alettermaa4t tears et tam,wal 4 %a 440 444r Irtwrok is SCSI.sap.at~646 411 15at41.0 Al'mama?, ttaa,satacida ailatta4d ta44.14aara tt DOH taftcata at.st stattr is Inetata, taTek USA.IneXampann Sollwitte 7.6.7(IL)-E 71 Fotasoseorsoowskis4rbinvelbsstar.E5Rogil,ES*414604.50.1 . . . -------.--.-.- ___ ThiA deAisn prepared fro., up,puter :moot by GREG ARIEL TRUSS IMMAER 32ECIF1CATIGNS TRUSS 1000 5.- 6.01110 2012 VAX MEMBER FORCES 410/GDF/01.1.00 0: 2x4 DF 414MTR LOAD DURATION INCREASE . 1.15 1-2-I Al 43 2-4-10" C SC: 2x4 or 411.11TR SPACED 24.0" 0.0. 0-11.1-7.1 17 TC LATERAL 3UPPOPT 4. 1202. COM. LOADING PC LATERAL SUPPORT .... 12"PC. 3.3011. 1.1.1 25.01•01.1 7.01 OM TOP CHORD - 32.0 POE BEARING MAX VERT MAX HORZ SRG RECOIRED PPG AREA DI, OH BOTTOM CHORD - 10.0 POP LOCATION'S REACTIONS REACTIONS SIZE 30.111. izIrE0:05) ovERHArG3: 12.o- 0.0- TOTAL LOAD - 4.0.0 PSF O.- 0.0. -:3/ 3R5V -4/ 5R11 5,50. T.0: or 1101 5'- 5.4^ C/ 95V 0/ OH 2.00". 0.15 OF ( 4151 Snow: 2.500 7-10. 25 PSC Roof Sncw1PA, 5.- E.0. -0:/ 148V 0/ 011 2.00 0.11 or €1. 1 Cr-I. 0.,-1, Ct-Li. 1-1 VERTICAL DEFLECTION LIMITS: LL.L/240, 71,1,/100 LIMITED STORAGE 000.5 ROT APPLY DUE 70 THE SPATIAL MAX LI. DEFL - -0.007" e -1'- 0.C- Allowed RECUIREHENTS OF 1110 2012 AND 1PC 2017 NOT DEING HET. MAX 71.CREEP PEEL - -0.000" 13 -1.- 3.0" A11,4,11 - 0.133^ MAX TC PANEL LL PEEL -0.030" 0 3'- 1.5' Allowed - 0.335" BOTTOM CHORD CHECKED FOR 10P3F LIVE LOAD. TOP MAX TC PANEL Ti,rm. - -0.048' e 3'- 1.5' Allowed AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX 110012. LL CEEL .. -0.000' 0 5.- 5.0' 5-06 f MAX 1101112. TL 0011. - -0.000' P 5.- 5.0' f Wind: 120 mph, 0-17.3ft, 220L-.1.2.000L-€.1l, ASCE 7-10, 17 (All Helqht.O. EncloArd, Cat.7., Exp.R, 771110 01,1. 5.00 17' load duration factor-1.6, Truss, dexigned for wind load, in the plan. of the tru.1 only. we P v.. 0 I I , .-- 0 rt •,• .-. .•-• L i ......,,,, ri M-2.5x4 1 1/ 5-05 0-01 / 1-00 4 , ___--__ !PROVIDE rim. BEAR1NG:Jts:2,3.4 I 5-06 PR Ores cc ,.89782PE 1-- JOB NAME: DP HOP 01 PLAN A112-0 - 03 5eale: 0.4110 ....-- /\. f ,,, --,,y, \--,,,,,7 e",--- _ l'IlltliefIlr 0/DVERAL MOTE% wee gene.rent Co. I.end:on*wen wean.Nee b.Wood ol 0(ewe nen I.Tn.*MP a band ore wen lea porwrolon Va.ed n er in one*. OREGON ....... Truss: J3 4.4 Weyer Intro woonteon woonecolk Weep Menne Oppeably of dew wonder.we pew 15' 174 , Oponnete of nonnoord n Pr mweralirly el V*tourctkry..., 2 b 4 tennwen mob bonne ern e Odend Wen thee.. 2,owsipw wwwwwww ea he eel bonen Owe I.be Went,nese al 17,9 "l Fi.y AS• I 3.&Mee lever,bone lo own caber,amp.4.14Pun. 704 ont ad 10'Ox.nnfooseon nee bone Ineopeel ref Inne In 0I'•reenno/WIS Ono one.Aberstrel pennon beep al tonna.~en sten e Innen]4a4WreTt3....,.PreatIMI /1-- PAPt\ DATE: 7/6/2015 no row.olnene a le notonble Ono eine deer*, 1 3.twee beens or Mord lyrodm reein4*on nen•• UL ' SEQ.: K1296503 ,No bej Veal to.gatod yen amonerrt wel On Ci twang and 4 Mean an arrow 0.to.... .pOno need.. Senora on nonololo oo4 re fon WeAl en b.dton.tun S,Deen neer.Winn on to et wel ot•nennonno oefennenrot Ore no to'et fonnon'elan TRANS ID: LINK 04egn boa to Owed loam oloenno. 4 Nona neon.IA bone 4.0 epee ohne S..co wen I S Gnaw?et OW no enrol en nol Mena..•tispe.smay er On EXPIRES: 12/31/2016 labreno,Were~en ore Ontolloton of etora T.13..ç.noun.Wow11 donee ot pre Me •.I UI'/9,2015 &en Sown lo Inaeol wenn.In Welter.WIWI.tn &NW% bu thd IN, na on oe o nr no hlace et tn.not peed som leIWITA n KR 10ew al noon el I Inorool wan nen. Inn ewe).we no.non.leo II Ow.hate.en of ten nine... VITO USA,Int.)CenipuTrirs S.B .7.11.71114-E .r.po•law moven eon deer v On lie.150.1111 ESR-lilt iVa o) ._ . This dosldn pronarod from corrur,'r Input by GREG ARIEL TEU:7: LUMBER SPECIFICATIGNn TAUSs SPAN 5'- 0,0" MC 7.017, MX Ilt11000 FOPCFS 4WP,GDF/Crl.OD TC: 7..,.x4 OF 0141(TA LOAD 0510(41100 IMPEASF^., 1.15 t pi 41 2-4-gel 4 it-41-1531 .1F PC: 1x4 OF NIEBTP SPACED 24.0" O.C. 14 WERSI 2x4 OF STAND LOADING Tc LATERAL SUPPORT <- LZ"DC. ;ON, LL( 25.01.01( 1.01 ON TOP CHOPS- 30.0 pp? BEARING MAx PERT mAx pop: ERD RECV1RED (41+0 AREA to LATERAL 3510101+? ‹- 1 '51)C. Dom. DL 00 Borrom CHORD- 10.0 voF t00AT:703 REACTIoN5 PEAcTio7I5 .110 751.14. (0111c2t0, TOTAL LOAD. 41.0 PPP O.- 0.0" -22/ 00:01 -4/ 57m 0.50- 0.01 Dr f 0.251 OVERPArGS: 12.0" 8.0" 5'- f,.0' -7/ 2nV 0/ CH 2.00- 0.34 Dr ( 0251 Snow: ASCE 7-10, 25 PSF Poor SnowlFsi 11..1.504 or .40,11 At ncn-lt,Ittlital Csa lCe..I vettie31 ...b.r0 teonl. . . 000710AL DEEM:3271PN LIMITS: LL-I/240, 01,..Liu,, mAx LL Dm- -0.007" 0 -I'- 3.0' Allowed - 0.100" LIKTED&TON= DOES NOT APPLY DVE TO Tim SPATIAL HA? TL cREEp rEeL- -3.003" 0 -I.- 4,3- 01500d RECCIMEnTd or IBC 3012 AMD IPD 2012 001 Banc Mt?. 2115.0 TC pANFIL LL DEFL- -0.052' e :.- la.4- Allo..e - 0.330" Mkx TO SPOOL IL DEPL- -0,035' e 7.- 10.5' Ar.0.00 - 0.400" DOTTOM MAD 00000014 FOR 1444.7?LIVE LOAD, TOP AM noTTovt CHORD LIVE LOADS ACT/109-003CUP050TLY. MAX HOILMI. LL rmr. - 3.000- 0 5'- 4.1' 5-06 YAX 110P.10, TI. DEM- 0.000" 4 5•- 4.3- Wind: 120 mph, t,17.305, TC51,4.2,0001,0,.0, Ar-f00 7-14. 12 fAn. Height.).. Enclosed, eat..7., tAr.B, 104rp.1M0,. 5.00 r2- load duration factorol.C, Truss dosignod for mind loads in the plan.. nf Ph, trues only. M-1.5x4 . 1 lo f 0 f 4 03 fe 1 I ' 4 , 4t Rai 0 _ i er 4 M-2.5x4 51-1.5x4 1 i 1-00 5-06 stD PR ope -7 ct- 29782 P E r- ., z" ,-, ---J ,,,,,,.. .708 0(4(40, DP 000.101: FLAN M10-P, -04 Scalo; 0.0541 ,e,' --',( -, '1 VIA44411401: MINERAL MOTEL teem elherrie4 Piditfit fr, ' '--- 4, - - 1 lkolleie Awl esotem esetrecter timid be sele/eed OM reseetel Wye I..044 44440 4 Sselll elilV selen Vet Delereelret les.eed.14 1st se seessisel Truss: J4 ! 444 Wele4v*Were esoeenslaes seAseeeses Wad.*0...s.CAIPOOtat a dkittp,pereemelese OM Plst44 OREGON N, 1+4, 2..b a awromo*e.wvb IPaCing Mug b•rnaelled.oh.sNown, ir..rmr.lipn el seevenio4 it the responele4g atlter builles lkelyss i Cers4r eseLsees Ow lap ref boTtem,ceent.le te Isloselle Isase4 Is 14) Afiy 3 Slkeeerel le revery toszieg le ems*etabity*rev ibMOUCer. :es..44 et 10 es,reepecteees unkeee tread leesero.e Veer lerces es .4 lee easeemedlty er.wen,AA:WNW Ae.nantrol teociav of 4.- p „c.4 DATE: 1/0/2015 els peen'Ouches Is Ins reeseeitellfe of Ise bettiop eeteret .4...Orptilteirq.s.),es Orwead 40.1..pfte)ahloo*sown) i 2.11,4:441 bAdeesj se Isie4a1 beteg teelited NO*b!,inef,.. A U SEQ.: K1296504 4 lee b44 semi!Ds*4144 lo my sompme trei OW et Isenisq vet 4,tot:00.el Onen is Ow reeperesbiee ON.nepecleer wereciar Thews ere cornplele e00 et se time srieuld 4 ey leede nor.,nn, 5,Deese e.netts em Se be.441.0,MIIMMIA.reerenewet TRANS ID: LINK elomelle4de 64 res4.4 le eery saepwont. one am ex'See trestran4etees 4,Neon WM,.AA Deems et at**WS*se.,44..elleet.4 e rsersolest 1,44 ea seneel.44 t*eel mum.es measeleiley ter Pa EXPIRES: 12/31/2016 reamer, feteiesees her44.4 e07000t,s41,461.tanotrandw000ta. 4.Deter etese4seelelesile dreeeroe le retested S Tea deter 4 ilsvelerd ateed le eve IleSetiers Weer%be AL PIO.that*bele4d en beet bees Otos.see elated tsetse cede July 9,2015 TPIWICA et SKR Wis,el seidi..0 He f atinhod Merl Mpurlil test LOW/to neiNovrd WM Net. 4.(Net iron*it,of pial,.*O.., MiTtA MA-inciCAnoinn Safronite 7.5.7(10-E 15 I'ist Pate 0,,,,Kte*Pk%6.4/94 e*Let eee(311.1311 E3LtAts dxDrk) - • - --I This dos iqn prepared Iron crr..puter input by OPEC ARIEL TPUS TRUSS SPAN 1'- 6.0. IBC 2012 MAX MEMBER FOPCEi 4RA/GDF/C1-1.00 LITIBEA 4F DrI FI1.11TA IS 1-2.1 01 43 22-4.191 0 BC: 4'04 Dr .I.BTP LOAD f`USPA ED INCREASE2 . - O.C.• 1.:5 2-7-1-511 10 SPACED a4.2e�c BC: 2x4 Dr .14BTR TC LATERAL SUPPORT e.- 12"OC. DON. LOADING I.L1 25.01•DLI 7.01'CI!TOP CHORD- 1'.0 ESE REAPING :.A.VERT MAX HPC ARS PECUIPED POG AREA ¢.0 LATERAL SVPPOR3 a- 12^0C. U0;1, LOCATIONS REACTIONS RCACTICIIS SIZE SQ.IH. !SPECIE-51 DL ON BOTTOM CHORD- 40.0 PSC -29/ JIPV -2/ 4011 5,170" 0,51 PF i 112',1 TOTAL LEAD- 32.0 PST 0.- D'0- OVEA11A7IG5: 12.0" ��.0" }•- 5,0" -17/ 490 0/ 011 2400' 0,13 DF i 6.720 Snow: ASCE 7-10. 25 P5F Roof Snow4F3l J•- 0/ 50" 0/ 011 42.71- 0.2? DF I E3.01 Cs-1. Ce-1, 06.1.1, I-1 VERTICAL DEFLECTION LIMITS: LL L/240. TL ]./1Pi1 LIMITED STORAGE. DOES NOT APPLY DUE TO THE SPATIAL MAN LI.TEFL -0.002- a -I'- C.0" A11 ved - 0 1/id" RECUIRCEIITS OF IBC 2012 AND 100 2012 ROT BEIII6.HET. MAX IL CREEP [EFL 1.103 -I'- C.0' Allowed - 0.I33" KM BC PAIIEL LL FEEL - 0.005" 1! 1•- 8.3' Allowed - 0.172" B001DH CHORD CHECKED FOR 1005E LIVE LOAD. IOP MAX BC PAIIEL TL CEFL - -:.011' 0 I'- 11.3" Allowed - 0.174" AND 1101305 CHORD LIVE LOADS ACT I:0.1-CO2CUP?EIITLY. HA\ HORI2. LL PEEL C.DDO- 0 3'- 5.0' 3-06 (JAY HORIZ. 1L DEM - -0.002' R 3'- 5.0" t Kind: 120 rept,. h-16.900, TCDL.4,2,BC11L-P.C. 7.'7CE 7-10. 11 (All 7lelght.l, Encloa.d, Cat.i, DYr.6. Na1FPSIDiri. 5.,00 C7 load duration fact',r'1.D. Trivia dealpned for wind :eadc• in the plan, of the tru.. only. I -, P-' 0 1 ciO -r iiiW- M -,. . - 1 '-'mai 14 o I4-2.5x4 it 3-05 0-01 y 1-00 y [PROVIDE FULL BEARING:Jta:2,3,4 I 3-06 ���a 0 P R OFp, • ct r / 89782PE -te . i` / f/ / f -\ Scala: 0.6423 � . JOB RA'iE: CP. 00010'I PLAN Ali:-A - 35 4444 V L/ 40 1. WA�.01: ..m __. 0[M!M►L MORS. c.d..ar.r....ed i /� ..Md.end ono..ee...d smug b.ae.•.a1«r 0•••••1 Nab. 1.Ubelwr r l.ewa,+/wan Ins P..n...e r,..w le b,......wr A -v OREGON " e..� Truss: J 5 .ae M•••^o•4.r»we.P mw e.+a.ace I.••••A arem•...+RN..g a a..e neby,w Ind&Sn a4^ -!/w (�i.`� 2 a.wM.wb.+..4r.4.44..1Ybweal..w.Me.e 7 D•.4.inneopq .."'omni nl a 4MoM.baud..1 4 -.tiny Ag A,.. 3.Afire•1seebsr blab/le Van t••••/Q..n/w' '- ' 7e.c,mod.110 w.w.e.a•.el••4•...adl...e)f.'4 M.1..1•67 ir P^ 1 I% n l. en..e ,newmoo .ae44wel o.•••••w.1..a.o M W.*.r..aww..4 I•Fw•b..en•4ITEIsadb t.a••111C) qI , �\. •. 0AI'F.:. 7/8/2015 o.oven..4we'.e.ae e.•P•.'aito•1.1...50216..ya.. I a..ewIO gale ibrwao«qw.. dWenn•• l No bed•1'.1N 4..OD.e4.•^/t sew..10.r•.Ir.l tr....mod &.MIYbn of Woo P•n.Pw.etr M..resew.wase... SEQ._ K1296505 sw.n.r.a.Eve**Ane et rasa.•left boa q.Mwp_ S 0..ae•e••+,••••,"'4ww.P.ea 00 av..nH.n*ee ff.e.M1s1 m.o.al w. TRANS ID: LINK 0.1E3n4rM4..tp•••4ono taeee•••• 4 13 "5 1 'om"'.1 iini2 Ni4 . m a EXPIRES: 12/31/2016 5Compel . ..h...etn**e.rne.•.n...re nr•pen.e.Ir 4n.•'• nrva17 10....wt..b.Q.M.p..,.0..4...140..M gee....... 7,NW.num nbu'e'en rp 4 prP.e... July9,2015 d Tlr.0 dq.w Arl0a.4 W.04 HM •4.een1e440.1 d 044•IMO be M 40Mon WI lama al ben..ed F.0.d.0e'.a new TPIYNCJA n ILSI.0001•.01 Mee..NI le 1...M4 Won nowt Me..mro4..en 1•.e Centel 4.... o_1g01 road.we M PM.n,.nal NT.k USA,Inc/Compu7ndo Sodom.7.6.711L)-E 00 F.Mlea..`.d.•114..OW,Wase.[511-fiIv1(50.1 ma . . This design prepared from c,,,put.,r input by GREG ARIEL TRUSS UMBER SPECIFICATIONS TRUSS SPAN 3 . 6.0' IBC 2012 MAX MBP FORCE:: 4WP/CDF/C1-1.CD TC: 2,.4 DF#14B7R IA= DaRATIfIll 31:cPFANE^ 1.15 1-2..1 Of 42 7-4-t01 3 :!..4.,-47) I': ez: 14 Dr aldB79 SPACED 24.0' O.C. 2-3-1-11 0 WEBS: 2x4 DF STAND LOADING TU LATERAL SUPPORT s. 1: OC. NON. VIA 25.01.DLE 7.04 ON TOP CHORD.. 32.0 PST BEARING 4491 VERT MAX HORT. 891 REQUIRED PRO AREA BC LATERAL SUPPORT ‹. 12"O2. VON, DL ON 80TT094 CHORD.. 10.0 PSF L0CATI2N2 REACTIONS REACTIONS 317E 31.292. “,,PECIFS) TOTAL LOAD- 42.0 r 0.- 0.0 -32/ 31712 -2/ 3994 5.50' 0.51 OF ! cn1 OVERHANGS: 12.0' 0.0" 3'. 1.0' 0/ 12912 0/ OH 1.041" O.:1 DF { .6222 Snow: ASCE 7-10, 25 PSF Roof ShowIP01 Ce-1„ Ce.l. Ct.I.1, I=.1 VERTICAL DEFLECTION LIMITS: LI,L/240, 71.12140 MAX LL 0951- -0..002- e -1.- 3.0.- Allowed LIR/TED STORAGE DOES NOT APPLY DUE TO THE SPATIAL MAX TL CREEP reel- -0.003' 0 -1'. 0.0' Allowed . 0.133' REQUIREMENTS OF IBC 2011 AND /PC 2012 NOT At/ND MET, MAX 7C PAVEL LL rtm- 2.024* 0 1,- B.1' Allowed . 0.19:" MAX RC e11265 'IL DM. -0.011" 0 1.- 10.9" Allowed BOTTOM CHORD CHECKED FOP 10929 1I22E Lceet". TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX 9109I2. LL DEFL. 0.000" e 3'- 4.3' 3-06. MAX HORIt, TL DEFL. 1.000' e 3'- 4.3' Wind: 129 mph, h.16.99t, 7C01...1.2,BCDL-.!,.0, ArcE 7-10, 12 4191 Heights1, Cold, Cat.% 999.2, MWERS(Dirt, 2.00 C'" load duration factor.1.6, TtUss designed for wind loads in th" plane of the truss r,mly, 14-1.5)0 _.a-••---'.--------'-''''1 111 I li .a,, 4,,-, . 11111111 La ea k a, ,.., , [ 94-2.5x4 94-1.5x4 1 1-00 3-06 <0 tO PROpeA., . 4.,,,c6 -V ,,..... 04G1N 4. 0 ....._.K., ...c• 89782PE C , „, ,,, ,- .. , JOB NAME: DR HORTON PLAN A112-A-JR Scale: 0.7026 ,. ',. 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Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION -01 0-13/4" Center plate on joint unless x,y 16-4-8 dimensions shown in Win-sixteenths offsets are indicated. 1 (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Mini Dimensions are in ft-in-sixteenths. 11111.4ik Apply plates to both sides of truss I 2 3 I. Additional stability bracing for truss system.e.g. and fully embed teeth. TOP CHORDS diagonal or kbracing,is always required. See BCSI. IMISIEMMIMIMINETE:=Mit 2 Truss bracing must be designed by an engineer.For 0-146" wide truss spacing.individual lateral braces themselves M I I r 1 g i I EI I c90 LI1 li i ii,M IP414,1: may require bracing.or olternative Tor I 0 bracing should be considered. ce r 0 3. Never exceed the design loading shown and never 11.114110r I u slack materials on Inadequately braced liusses. U°1111. • 1 I eA i t 4. Provide copies of this truss design to the building INIMIEMEMINI For 4 x 2 orientation,locate 1 designer,erection supervisor.property owner and BOTTOM CHORDS aU other interested ponies. plates 0- from outside edge of truss. 8 7 6 5 5. Cut members to bear lightly against each other. 6. Place plates on each lace of truss al each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint - required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected Irom CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TM I. "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 SIZE -ESuse with fire retardant,preservative treated,or green lumber. ICCReports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular to slots.Second dimension is ESR-1311,ESR-1352.ESR 1988 responsibility ol truss fabricator.General practice is to ER-3907.ESR-2362,ESR-1397,ESR-3282 comber for dead load deflection. the length parallel to slots. It.Plate typesize.orientation and location dimensions indicated ore 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 Indicated by symbol shown and/or SYP represents values as published specified. O.' 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 al 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 al 10 B.spacing. or less.II no ceiling is installed.unless otherwise noted. BEARING 15.Connections not shown ore the responsibility ol others. Indicates location where bearings 16.Do not cul or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 Mifek®All Rights Reserved approval of an engineer. 4.16 reaction section indicates joint 17.Instal and load vertically unless indicated otherwise. 1Wilonli number where bearings occur. Min size shown is for crushing only. 101111M11111 ....., ,li 18.Use ol green or treated lumber may pose unacceptable WIN,-.1 environmental health or pertormance risks.Consult with project engineer belore use. Industry Standards: ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,bock.words and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Design assumes manufacture in accordance with Guide to Good Practice for Handling, M iTek6 20.ANSI/IPI 1 Gualiy Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:M11-7473 rev.01/29/2013