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Plans (33) -co /' /5-4/70 s4) "ilrf (4-16e GABLE A3 i r ii 20-00-00 0 D.R. HORT N PAN - ' _ --.. _ _ t PLAN A112 B - ir:rr, PORCH RIGHTotz kl: „...A.,..pg,...,4 5.4'3 4,-,Li 3 tel ilif,11Y)C10,:(1.'l 1GARD cDN --:fit-111,, 1111 ••---11 -21.1 . if:117 -- - 7.1 nril:tr-117-Ti-- [ l 1 6/12 PITCH (MAIN) 5/12 PITCH (PORCH) A 2500# DR___,IG17 ,,,,_ -.. -i, 1-OOH 1 i i Al LT L .I v 1 _ 25# LOAD i i _ Iir 1 1 ARIEL TRUSS CO INC. , ,7+ 1 1 i r 1 4.- (360) 574-7333 I . DRAWN BY: .. _ I KEVINLENDE _.1 0 il ; 0 3-6 JACKS 5-6 JACKS ! i 7-08-00 1, --i. UPPER GABLE SPAN MEMMIMMININ•mr.. GABLE �_ _ -- }: D.R. NORTON _ I PLAN A112 B i 20 ° °0 PORCH LEFT SPAN I ir:_,,,,-.„1:1 :.:11-7,---_, __ I ! I :,:� �_:.= I I I 1 , kk . I PI i I - ..._._ . 6/12 PITCH (MAIN) 5/12 PITCH (PORCH) _�:_ - ___ -- ---t-- 1-0 O.H. I 25# LOAD it 2510# DRAG i ARIEL TRUSS CO INC. (360) 574-7333 1 ; I DRAWN BY: 1:_ KEVINLENDE =�-- x zi ----1----1I----Ti i _ }}I L,...,, 0 1USZ + 0 ; .,GABLE rl (A . �1 ii3 ,, ' I il i a C). il t 5-6 JACKS 3- JACKS 7-08-00 UPPER GABLE SPAN GABLE 0 r., D.R. HORTON 4 " I 1 r PLAN A112 B , LL 20-00-001 i i PORCH LEFT SPAN 1H , r t _1_ r I 11 Pr 1 ' i , 6/12 PITCH (MAIN) 5/12 PITCH (PORCH) 1-0 0.H. 25# LOAD , n . - xx - - .2 5O# DRAG LL• - ---XX--- 1-i ' i _ ILI 1 ARIEL TRUSS CO INC. (360) 574-7333 1 1 DRAWN BY: _ r KEVINLENDE 1 r , 1 11 1 i OH' i .lt , ,1 'GABLE - ,. __ 1 , 5-6 JACKS 3-6 JACKS i 7-08-00 UPPER GABLE SPAN MEM P MiTekt MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: DR HORTON PLAN A112-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: K 1296507 thru K 1296515 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. mac,' t � GNEE9 `r�0 89782PE 9r 9tiOREGON 2e Q. 9 41ty15 Q` R4- PAUL i;" XPIRES.1x2/31/2016 r 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. . , This design prepared from crtTputer input by GREG ARIEL 10072 LUMBER SPECIFICATIONS TRUSS SPAN 20"- 0.0 100 2012 MAX MEMBER FORCES 4I4R/GDF/C1-1.00 TO: :x4 Dr 61107P, LOAD DURATION INCREASE. • 1.15 1- 2-I VI 50 2- P•M! 1070 3- 0-1-3511 105 BC: :x4 DF NI 0172 70000024.0" O.C. 2- 1^4-12901 515 .0- 6-t0j 99.70 0- 4...t o 529 WEBS: :x4 Dr STAND 3- .1•1 -5751 22 9- 5•,1-351/ l':.5 LOADING 4- 5.1 -,751 22 IC LATERAL SUPPORT <- 12. 00, 4/C/1. ELI 25.01.131.4 7.01 ON TOP CHORD - 32.0 P5F 5- 6..1-19E1 50 PC LATERAL. SUPPORT •••• 12-0C. 000. DL 1211 BOTTOM CHORD - 10.0 P5F 6- 7 e 01 50 TOTAL LOAD - 42.0 P5F 000.9.1109/00: 12.17" 12.0. Snow: ASCE 7-10. 25 059 Poo/ Snow(4s1 BEA0/110 MAX VERT MAX HORT. BRG REQUIFED BAC 07400 0,1, Ce•l, Ct.-1.1. 1-1. LOCATIONS REACTIONS REACTIONS SIZE SC.111. ISPEOTES) 0.- 0.0 -39! 9540 -711 7110 5.50, 1.53 or 1 LInIrrr 5109.3,30 DOES HST nrycr NM To THE SPATIAL 20'- 0.0" -39/ 904V 0/ CH 5.50" 1.53 00 1 6251 REQUIREMENTS OF IBC 2012 AND IPC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LI,1./240, TL-1./10C BOTTOM CHORD CHECKED MR 10050 LIVE LOAD. TOP MAX 1.1. DUI - -0.002" 9 -1.- 3.0" Allowed - 0.19. AND BOTTOM CHORD 1.100 LOADS ACT 110/0-CONCOPPENTLY. MAX TL CREED ELEL .. -O.003.• 9 -I.- 0..0" Allowed - 0.133' MAX I.I. EEFI. - -0.036" 0 Ir.- 0.0" Allowed .. 1.954" MAX TL CREEP PEFL -, -0.003' 9 10.- 0,0' Allowed .- 1,272" MAX LI. 0001. - -0.002" e 21.- 0.0' Allowed - 1.100. MAX IL CREEP DEEL .• -0.003" 0 21.- 3.0" Allowed •- 0.133" MAX NORTE. Lt. Dcrf, - 0.019" 9 19.- 0.5" MAX HOPIZ. IL DEFL - C,.020" 0 19.- 9.5" Wind: 120 rph, 0.19.700, TC01,4.2,B0OL-0.0. A7CE 7-10. 1011 Heiphrsl, En.loseci, Cat.2, Exp.v. M09901171:1. load duration 941C7.nr-1.5. 10-00 10-00 End v0rt1c,11,1 Are exposed to wind. f--- f 11050 designed for wind londl 5-0E-11 4-03-05 4-03-05 5-08-11 In thr plane of the truss only. 1.------ f 7 1 1 lz lz 0.00 -.." IIM-4x4 ...-j 0.00 4.0" 4 ..-, AI% 2.0' M-1.5x4 M-1.5x4 3 S .4 J. S.A... -0. 0 M-2.5x.4 M-3x8 M-2.5x4 J. 1 9,53 PROFe 10-00 -.., 1 ; 1-00 20-00 1-00 44:0..7' 17 cc /89782PE r ,., ,/ ,_, JOB NAME.: DR HORTON PLAN 0112-D - AI .7cn1e4 0.3126 .... I 42 '-- -'7/ -----&-. .., PIARNINOL CilfleiRAL NOTE 5. wee.elberrien nen/ G. ..-7.• 1.Pulse.and emcee.beneveler ene.141 Ps blow!OW Perwellitnes 1 Thn 5..7.11 Weed nee ween Ine peramenes Innen end k Pt a,beInnebul -7 OREGON , Truss: Al e.%P.M.benne......4n.cr•s eon...nem Wein;eempreene.94191neeene 40 Pow wren..net p.p. $.., /1V, fp -.Tr weereenenel 81 oreepene•I Pine museneteley el env!Warp door, 1 Zi4 Cornpvi....•10 bream reuel te netele4 often Yowl n. X Ossiir••••••••••.64.14,66.wndwel$6,6.la.,./1,..011, 71? •-r Fis y A 5 4ck's 3.adoennel lerrpeeery been,*new.wan*,ANN cs.84..1., 7•r,end•/Me c nnkeetereln PA.R.Mem;neemneut teen lonp•be .1.nsin.011Mi OP*ereeen.ne•Feeneli......11 bevy 0 Caorr.r.....11..10.4 MI OP..'*.......91TC)WOW orwami. PA Ut. " PATE: 7/0/ 2015 0o enrol'Kele.4 eve,,0 .010..ohne PLOW*essay*, I Inger,bnet1n9 P1,11.91.7.7.1 emend nneee enren•• K1296507 4.me leol Wald be online/a e.tomorserl.000.5..OP 10.,0pgni el frreed*.of ewe lyre feWernOilly 011.?Morn.cenirinb. 0.100,0 ,....pl000 ord atm•••••.006$my binft V.00.00, 0.Dew,.0000 00...n...lo lot ywd 00r ernereneeere, and eon kw 769 eendeteer elm. TRANS ID: LINK dengn Peen re weed le 11....1.11L 6.Dow 416.....0..116.n."VI 6111UDPwrs w•ww,S."....17., 5 Cemplann nes re anent wax end mew*.ea neeperaelley te Po EXPIRES: 12/31/2016 .1.911, Wean"nenfteq,Pennon/and Medea,el enn•tenerie. 1.Dew memos wow***wenn 1.111..91.1. July 9,2015 . 0 inn dentel..berattent seboel le Ine leriatlene lel trin en Rene mei be Pewee en teal tens Often.end*end so net enner TPWITCA 0 SOU COP.o000.v•M 001,00010.4 wen mewl Owe eenelde Ng.0 0.0.,erne P.0011 09.401e We Opine In newt. 5001.10 USA.Ine/Comixanu.Softy....7,6,7111-1-E IS Poi been toneeele•{We detbr nal.eee 9 504311.E 5 9•111/18 mow L J IMMIMMIIMMMMMMIMIww This design prepared from computer input by GREG ARIEL 'PRIMO LUMBER SPECIFICATIONS :PUSS SPAN 10'- 0.0" IBC :012 MAX oulEmp FORM: 4WR/GDF/C1-1.00 TO: 2x4 DF 11151? LOAD DURATION INCREASE- 1.15 1- 2-1 01 5S 2-12-1-13251 2257 3-11=1 -6011 4p, PC: 2x4 DF 11;75 SPACED 24.0" O.C. 2- 3"1-17591 371 12-1101 -ORB, 7777 12- 4-) 01 14( WE3S: 2,4 DF 274.1:03- 4-.1-14431 264 11-10-f-13251 2251 12-13, -1681 1772 LOADING 4- 5.1-10441 ,1 5- 7-I-142 0 TC LATERAL SUPPORT P. 12-0C. UON. LL) 25.01.DLE 7.0) ON 70P CHORD ‘. 12.0 PSI' t-I -351 487 4-11-[ 07 346 5C LATERAL SUPPORT t- 1.7."O0. UON. DL OH BOTTOM CHORD. 10.0 Poi' 6- 7-1 -351 487 13- 0e1 -4011 47) TOTAL LOAD - 42.0 PSC 7- 9.1-10441 to OVERHANGS: 12.0" 12.0" p. 9.(-1443) 264 Snow: Asa, 7.10, 25 PSE Roof Snow(Ps) 9-10-1-11591 371 Unbalanced Ilve lode have been Cs-1. Ce..1, C1-1.1. 1-1 10-11**1 01 50 considered for this design. AIME: BC COVO LL'I,L- 62.5 LBS 0 10'- 0.0" BEARING MAX VERT SAX HORT, BRG RE0/11,ED PPG APES LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL LOCATIONS REACTIONS REACTIONS SIZE SC.IN. ,,srEcira) REcuiRrmwTs or IBC 2712 ANC IRC 7012 11O7 BEIVG MET. V.- 0.0" -101/ 10040 -2500/ 250CH 5.50" 1.6.1 nr TO"- 0.0" -1V1/ 1008V -2500/ 2517)')) 5.50" 1.51 N' 0057 BOTTOM CHORD CHECKED FOP 10PSF LIVE LOAD, TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. vEATIcAt. DEFLEcitoN 1174175: LL-L/240, 21-1,1140 MAX LL VErL - -0.002" 0 -1'- 0.0" Allowed - :MX T1, CREEP CETI - -0.003` 0 -1'- CT'" Alleged - 0.033" MAX LL DUI , -0.352" 0 12.- 8.5" Allewed - C.954" MAX TL DEFI, - -0.421" 0 12'- 9.6" Allowed , 1.272" MAX LL PEEL - -0.002" S 01'- 0.6" Allowed - 0.100- 2AX TL CREEP DEFL , -0.093" 0 21'- 0.0" Allowed - 2.113" MAX HOPI:. LL DEFL - -0.031" 0 P.- 5.5" MAX HOPI:. T1, DEFL -0.041" 3 O.- 5.5" 10-001D-00 i2ONO. 2: 2500.00 LBS 0001711LOAF?, Wind: 120 nph, 5.' B,701, T0DL.4.2.5COL-6.0, 55.:111 7-10, 3-10-11 3-05-09 1-06-021-01-1Q-01-101-06-02 3-05-09 3-10-11 1./111 Heiohtsl, Endured, C110.2, Exp.R, MWERs(Dir), f 1 1 f 1 f load duration factor-1.E. Truss deridned for wind loade 1212 in th 11M-4X4 e planeus of the trim ,, only, €.40 (; . -', 6.00 6 M-3x4 01 M-3x4 5 - M-1.5x4 .m 0 11-1.5m4 • 1 1 N-1.5x4 o /1-1.5o4 114111,401,140014r ,3' 5-00 _..--- : M-2.5x5 MHS-70 MHS-7Y M-2.5xE 1 iF62.501. cl. ..D P R Op, 7-04-04 5-03-00 7-04-04 _ea 1-00 20-00 1-00414i' 17 Ccr /89782P E / ,,,, 004 NAME: DP HORTON PLAN A112-B - A2 Scale: 0.3126 WARNINGS: 06,166111AL WES. oink o6nonens nowel ! GA I,RAMA ordoneloon ealrooler snouliS be AnAAlot NI CiAnAll NA. 1.Aro•••66•11,Anna Ad,up.lho poranA1.•Moo.arel lo AA on 6.6.61.1 ...,_ "? OREGON ws Truss: A2 el~opt Wore wolf uebon coormAos. tA10.9 e•Ap16.4_61A11.64166 ol.*AO.PA...6,R 6.1Per.., / C. 15') 411,9:r 1n6orgoroonn of ennveno.•IA.PR6onnoerno•61A)b.Adrq OotA,AA, 7:9 4/4 I' •s- , .....,, .7 x4 avvension nobt.A.maths Ambled Own Om., 2 D•14.now..rote,AA WAR chenlo Iv t.lotendly tAA•60 94- R1 1..16/AsAi A.A•nry bocrq to An.Astely eur.ri cemitueba. 7 es.wrel 01 10'go a_nsnoclorohnAkoo bmod nosngera PA o Amp.try \Nc</ •As rowAno/Ary OA*owl,Amearalw....466.66.9., tertr6e.sAroting A.on Omelet oAN1R0667t1oreA6111•A•11)IC I PA U L " DATE: 7/0/2015 AA e.A.11•616cno•le IA Amponobley 010.•%Mon elloorot, I 2.PIR66,6.10661.1161•••11166616111nAARAI.n...r...... SEQ.: K1296508 a Xs•bed V•6611b•ars6.1 110 any ceowAni wet Oen al AIKAgoin6 l 11.16Arna Oro.ft be roneen*AN,OVA nopoe.do vonfeseice. _- ---. I Dozy)rwooll'idro0 SIRlm ANA.1 a non-consove onr......1. Ironnon an A:AcIoSo on11•1 ra Wm ohoold my WI%r.....r,... ..,a^1.•..1161AdecA.el Ao• I.CAWNToruoso nIAo•nodtoen1nlo6tr.oll c.Ase•1v6i TRANS ID: LINK 11nA al we%oho.,S.r.e,..F9.0 EXPIRES: 12/31/2016 blvAleen,noneArq 160.0.46A3InatallAkA of arnpeA•Aft 7,Dew.nu,.AoAnn•RIAA.0 oo growtod. July 9,2015 61.M•11•119,1.113..A.d riled le IA ImEonom sol 04614 IN 4..NM%one bo*Wog on in.e.lo.•a 0 Vvm.00 P.000d 0.0 0*0.,00, TRIWTCA A KM,noAn I• 44,.550 err...Lo....m.- Own toweldr•AT jot.W.,1...., W it AlleMo ol,o0n1A•A AAA, IATek USA.Inr-/ComPuTrus Whose 7_4.7-SP2(211-€ 10.F.NW ev+.0.OAR 6.1671,16.6 ono E5111.1311,514.15.755070) 1 LUM,ER nrre1ricA71m7 :Puss zpAn 20.- 0.0" SINGLE VENDER ronEs TC: 2x4 Dr 41411774 LOAD 1:ORATION INCREASE - 1.15 1- 0 0-12- 1216 3-12- -275 EC: 74 or 4148TP SPACED 24.0" O.C. 2- 3- -1441 12-19 170 17- 4. WEDS: 2x4 Dr,STANP 3. 4 .1106 13-10- 1216 17-13- 97 LOADING 4- 5- -945 5- 7- -1424 TC LATERAL .70PPORT <- I27C. UGU. LL1 25.3/40.1 7.01 ON TOP CHORD - 32.0 PSC 5- C. 409 P-11. 1D2 RC LATERAL 31/EF0RT <- 12.0C. UON. DL OU ROTTON CHORD 10.0 rSF 6- 7- 409 13- 9. -275 TOTAL LOAD 42.0 ESE 7- E. -945 OVERHANGS: 12.0" 12.0" 9- 9. -1196 SAOW: ASCE 7-10. 25 PSF Roof Snow 77491 9-10- -1441 Cd-1. Ce-1. Ct.1.1, 1-1 10-11- 0 Apr', BC CONC LL.DL. 742.5 LOS P IV.- 0.0" DEARINGS LOCATION REACTION SIZE REVD AREA IS:, IN.; 2500.0D LDS DRAG LOAD. r.- 0.5" 971 5.50. 1.39 2F ( :51 2D - 0.0. 971 5.50" 1.39 Or I 621 Mn Calculated Uplift: Left - -101 Right . -ICI Truss: A2 This sheet shows additional toad case(s)for Sequence Number K1295508. DATE: 7/6/2915 Refer to original seq.no.for all details. SEQ.: K1296508—L1 TRANS ID: Wok USA.Inc-10.*CuTry4 Saw.7.8.7-5P2(2L)-E IMMIMIMIIMIMIIIIMMIMMIMIMMIMIMIMMIMIMMIIIIMIIIIM. This design prepared (roc conputer input by GHEE,ARIEL MSS LOMPEP SPECIFICATION:: TFUISC STAN 20.- 0,07 Wind: 120 mph, Illn.2ft. TODE-4.2.POPLO.0, ASCE 7-10. Sc: 7x4 Sr PILEITP LOAD DI/RATION INCREASE ::: 1.15 (A11 Height:O. Enclosed, Cat.2.. XP.P. !:1-411St01AI. BC: 7x4 Sr 51OBTft SPACED 24.07 0.0. load duration factorcl.f, End vertin0I(31 are exposed to wind. 7C LA7ERAL SUPPORT e- 12705. COM. LOADING Truss dined for wind loads PO LATERAL SUPP0R7 0- 120:2. UON. LI: 25.01,hLt 7.01 on TOP CHORD - 11.7„b PSI in the plane: of the truso only. DL ON BOTTOM CHORD- 10.0 PSF TOTAL LOAD. 42,2 PSF1 ,a51e end truss on continuous hearing wall Don. Snow; ASCE 4-10. CS (SE Roof Snow:EMI -152 or equal typical at ntud vortical,. C5o1, Cenl, CL-1.1. 1.1 -efer to ConpuTrun noble end detail Tor -onplete opecifiesionn. I LIMITED STORAGE ICES OCT APPLY DOE TO THE SPATIAL PETIT:MEMENTO or ISO 2012 AND IPC 2012 SOT BEING OCT BOTTOM CHORD CHECKED POP 10551'1:101. LOAD. TOP AND BOTTOM CHORD LIVE LOADS OCT NON-CONCURREMILY. SO-SO 10-0o, f - f f I 10-4x4 5.52 C' . 1 - 1 [ •0 4 7 j,_ AN 17 0 r on At 459454,4TTOTATTI 441l1I445/4,44W J5kr 0 00,0 0#11-0# 00.0 00# Ace#04ter aertZT2=74, 4n.450..4, t Ct ..s<t..9%_. :1-2. ..vi.G..0 titt%A 0F.E;s5ts> 5x4 1-05 25-05 le 144 17 Ct• ,89782PE r- / , JOB NAME: DP MORTON PLAN 0112-B - Al Scale: 0.4001 . 7'fr....O..:„.R.I\77-_,/ 1 .. PPAANINDS: OFT4,ET/ NOUS. untola onwt,o4to rot.* I ' J7' --7 ---,' ,- - 4) 1 I.MN*ea toonon tworidoTutoutt to adriood of MOGrons1 Nett I.Too&Or Ms loosod sok noon To porononots Yowl and*ler on nontionl -9 OREGON *-• Truss: A3 wed Wenencsarber reeetrodies Oweenou.u. boltiog oononnoont.0410.0,"/ad.bir Ibbne*ONN,CM MVO 15' 'ke incooponatton of comp**I Po toonotoodbro onto botitoo Tosiont I.2.4 sont0000kto 000b Vaunt nood to Tanaka onono eon,4, Z.Tosco*tom To 104 loot TOT"&nolo!.to Woody bloc!at 17," "IlFiy AS• (e., I S.Asstioneltemerry Wean*.V..1004 60......0.ft, ond st Iti cc foonolnoto oloot lootootT000gnool Too loop b, '77.°fr. ca0 ot To rettioTtOno Ore woos,Itottr000ti pontoon!bootleg 0 emelt...too thetentortoot es tOotoontoottlonsoff CI ontTor otyooTICI PAUL ,. DATE: 7/1/2515 Ow worst tinothso Os to nooponst4to ot Ine boldool Omicron I s*Imbed tOttore et TWO Tonna nOttona enemsnewe-• sEQ.: K1296509 4 No bonl 0444 too 4 Wed to too ornponont toottutoo 411 toodng 41r4 4 tototaten oTtoos Os To onspaTINIT Otto Ropes*.toonnoctor 5 Tosco Otto..Innom on to S.toot 0•otootonotovo onronooTre. too.,.Tv cbmlict*.not of 011 ft.ononle•M,100*,WWI 0,0* onct ono lot 5to tooltoon.of too. 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' tylplanals.c4u 40 Ttnoo To ty5.T.A 6310 010 41104330 0000 20044 X041 101A XYA INT/0Y31 11.4)A00s 1000 364 SI '01-4 31)50 :^020 .0'4I .0'0I 00t11H02AQ 47,4 0'41 -1)00101 1Y104 15 10 1"L -9 1120 0'0/ -40014)501403 NO la 'Non .1)2.21 -, 1003107 1103111 01 45 196Z1-1-9 -5 4 ,4 O'ZT -40040 404 NO 10'4 114,10'54 117 '0011 '33.01 -> 41014110 11,11107 3/ 114 1546- 1,-5 -I 1)11I0101 COI (15i-1-5 -1 44 1546- 1-6 - 1)10YI1 JO TNI )1.11A 665 UT /gl -/ /441 10).9 -h 35 14641-1-E -4 '3'0 .0'14 =YTS 41411e AO 114 =01 101 t)54-t).1 -C 1401 161)-1 -Z 05 10 1-4-1 51•I -316903111 U01109/34 0047 VIatle JO 114 =DI 20'I-t,3/149/4041 1300113 0110110110.1 WA 4104 041 .0'0 -.012 SUS 751142 SATILY3111034A 1301411 1.1711.1'19190 0115 Z'l Todut 2ap1144012 wol; p.40401'20 uLleap .TA1 , . This design prepared frolteit input by GREG ARIEL TRUSS LUMBER SPECIFICATIONS TRUSS Nw: 7'- 8.08 Wiwi: 1:181 rph, he17.1ft, TeDL.4.2./SCDE..E.D, ASCE 1-10, TC: .2x4 DF aliBTR LOAD MAME SlicREAst - 1.1s (A11 Heights}, Enclosed, Cat.Z, rap.T, 1141IDStDiri. BE: 2x4 Dr 41411TR SPACED 24.0' 0.0load duration facter.I.F. WEBS: 2x4 or STAND End verticalls) Are exposed to wind. LOADING Truss designed for wind loads IC LATERAL SUPPORT e. 12"0C. GUN. LL t 25.01.DLI 7.01 ON TOP CHORD - 32.0 PSF in the plant of thr truss only. EC LATERAL SUPPORT i. 12TSC. DON. DL ON BOTTOM CHORD. 10.0 KT TOTAL LOAD - 42.0 PSI' rLe:Truss design requires cont1nomer7 teatInawall for ontsro span VON.1 0-1,5x4 or equal at nonostsactoral snow: ASCE 7-10, 25 PSF Roof SnowtPsi vortical rombero (oonI. CI-1, C-1, cv.1.1. 11 LIMITEP STORAGE DOES NOT APPLY IVE TO THE SPATIAL RECDIRIMENTS OF IBC 2012 AND Ire 2012 NOT BEING MET. BOTTOM CHORD CHECKED FOR IMF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 3-10 . -1r.1 1212' 6.02 [7' "•• c.in, ItE1-4x4 3 4.0" PR Air 2 4 ft 1 1 . / , ce/ SOP- LA al 1:i je 11 .4511reArArAr Ar AreirAFAMIF 41211212F ArirAir Air rAird, Air OF AY Arildrar#4121511 e 1 4 X-1.5z4 M-2.5x4 M-2.5)44 1, 1 3-10 3-10 1-00 7-OR 1-00 VO PR OFA-c, <<-9N GN e -1.3"'" e° \AI ,e. (5 ..,, ce ' p ...,L- $9782P E ,, .1011 21MIE: OR 001:.00 PAD P112-8 - 81 3caloi 0.0108 o . i 1114414414104: 04.4444144 NMI, teni.lat,...melee 4.••• I.MAW reeved,'vereseeleellieulleters44,1141,10,4,1feelee I,The ebetip is bated only betee lbw beeareelebe Ow,wet I4 ex se Ieetekbeel OREGON i& Truss: BI artel Mils.VGIWOre WAIMOSeft M.C.14 teeldoe tolvemll.Apple...WV M0. 0 panebeare era pope ;V+,/, e70 Nr* Oceeiseetteo geleobeeeetIe IT*beapersteby OP*belefro&oboe. 2.bee semoreeseee web bream meek retake*be,ehelee•. -i,Al '-'4F? lr Y i J.444144,4iteverary towie0 Wow.efebete&Om eteeeftefeee 2.04,e,e*ea elte leo sad NM,btonee is be Leteney tome*et 2.4.end Ai Iff SA.10**,1400t44,4 bleed them:poke INV WOO be A P.rempbeedbiey etre*note*Moo4 pomempellbeeee4 er tee,444448441oloreedvin gap.*abeeth#4141CIerelleermellege) PA UL ,• DATE: 7 i 3 I 2011 it.MOO*UM.014111.W.M0IIN eV.Rn* OW.- 3,24 beeped lebbaop ee Weed teeeibe oebeted"ewe itenen•• SEQ.: KI296511 4.tee bad thetaii be spited%eby eambenere end atter el beesime ant *Peed414.44 le Wee*Ow ebeemeblee Ob.weed.,betteeetor Wows nee beroeitie.04 000 Noe tbeekll one leatle reeler Von IS.New eon,.Fumes en b two motlim ii nron.arraiwg•all....rni .,,d.0 OW.dry ceb&beer e*ree. TRANS ID: LINK Cemerunes take.ceeedb%bseebobeeeeerweet ll .o..Sh1en re wog.* EXPIRES12/31/2016 tebecebee bemeses oveseet 14.41.4.11abee et temberepee, -2.Neer eween,eatleove%seeoepiee peed.* S.nee 4.e,4 IeneeSeeseiteect lob*leveatoros vel le,kb 4.Mies trod be isea,444 Mew faun ebbe**4,Sieembel se Net eenee July 9,2015 telltiTtle le/Mel capes eteeniele WI be berkereel wen mew* foe*bee,*oebilembeeeeee lot* ie,Ogee iedetele she 0R&*next*. Welt USA.foor-ampuTrus Software 7.6.741LK 10,bee bow eneeeerear bee.007,va........ES144311.419.19411P*7.41 Thim design prepared frt., computer input by GREG ARIEL TRUSS LUMBER srecrriCATtONS TRUSS SPAN 5.- 6.0. IFC 2012 MAE HEMESEP FORCES 4 / 3i.00 TC: 204 DF '113T3 LOAD DURATION :CREASE- 1.15 -2.rf 3) 43 2-4-f0) 8 PC: 2.04 DT 0148TR SPACED 24.0. D.C. 2-3.I-7.1 11' TC LATERAL SUPPORT e., 12.0D. Hutt. LOADING EC LATERAL SUPPORT 4,. 12.0C. 1100. Ltd 25,3/c100f 7.0) ON'100 CHORD. 32.0 PSF BEARING MAX VERT MAX MORN ERG REDUIRED BOG AREA DL ON BOTTOM CHORD- 10.0 PSF LOCATIONS REACTIONS REACTIONS sr:F. 20.10. torE01E31 OVERHANGS: 12.00.0. TOTAL LOAD- 42.0 Fsr p*- 0.0. -Z3/ 335V -4/ 503 5.51, t...r: DF t 6ZIO T.- 5.0. 0/ 95V 3/ OH 2.00" 0.15 DF Show: ASCE 7-10, 25 PST Rodf Snow fits} 5'- 4.0. -32/ 1.4017 0/ 00 2.00. 0.74 OF 425/ Cn,,l, Cr..1„ CI-1.1, 1..1 VERTICAL DEFLECTION 1,13/23:. LL.1./240, TL-1,110.0 LIMITED STORAGE DOES NOT APPLY EVE TO THE SPATIAL MAX LL Dm - -0.00" 3 -1'- 0.0- Allowed =, 0.100. RECUIREMENTS OF IBC 2012 0113 100 2012 NOT BEING MET. MAX TL CREEP pcm - -0.003" e -1'- 0.0" Allowed ., 0.133" MAX TC PANEL LL CUL - -0.033. 8 3'- 1.0" Allowed , 0.330^ BOTTOM CHORD CHECKED TOR 100,1 LIVE LOAD. TOP MAX TC PANEL TL FEEL .. -0.068" 33 3'- 1.5" Allcwed - G.403. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCUPRENTLY, 5-06 MAX NOR/2. LL DEFL -0.000. e B.- 5.0" f f MAX NORTE. TL DEM..-0.000' e 5'- 5.0.. 12 Wind: 120 rph. h-17.300, TCD1...4.2,5CD1,-4.0, ASCE 4-10, 5.00 12- (011 H,ight,l, En.loded. Cat.2, Enp.11. HWTRStOir), load duration fattor-1.6, Truax dosipr-d for wind loads in thr plane of the truce only. 3 1 in to , tn Ot ..4 7 r- 6- ,L 1 "-A11011111111111111111111111111111111111111111111111111111111111 .11111111111111111111111111111111111111111111111111 . _ M-2.5x4 1 ,.1. 5-05 0-01 1-00 4. t 4 'tOVIDE FULL REAPING;Jr4:2.3,4 1 5-06 laROP D P R-, ((-% ,o-t9 G I N 4-4. <2 r.. 1- 17 4t444 89782PE r- , JDO MAME: DR HORTON PLAN A112-8 - II 5cale: 0.4110 .4/. WARNINGS: GEOCRALNOWS. uotoos000rottiorodoo C.... (0 i,RAM and*moon boonoto Maim ott000tattleonotai Noon 1.Trio doorootopsoo meow.be 444471 044 34116 lb an kroodnot OREGON I% Truss: JI .-.1 Wpriebr brbre obrebruebes mm74, buid47 b47447 66647444 at 640 447444141 g4par 1 1+6fOR et. 2.2r 4 4476•64•164 444444 be befillrdebere 446 r, 043464666 et 774774414114 re644040,of bre 6046 debbser A 17.644 64•4414 6434 bottom doodah be Wooly Ordaltot /do, A I Fly 16 3.Aotoonatornotworrteorioos 464 0474 74•60 73644tibr 7 36.bid 31 117 ex.r464114616734.444 46440 441406 by It 1140' 1 1364 treporobiorrotbootoototAddoorolpowtootteodoo 37 cortinuebb~ 6 bath 4 plporbel 0,414•9(TC)6664 bporNkni 1 PA UL DATE: 7/E/2015 0,,,,...0000,006.1.1..000...bava0.6061.600.00,..- 3..r..t.woe.0700,0 Irma twirl orbired.44 elbror•• SEQ.: KI296512 3.be 141,NM 4 4440 b 64 76,44.61 643 04 46644 46 6.71411•46 37 bzwir 14 prpromber 014 te66•44 44447 bothsen by 4444 ord 31 we b.Ormak1 47 beds 6464 Nos S 0464 4644 444 06e b be koo4 h•6 4,44.erb4r+441 TRANS ID: LINK e..rboe.e...poi.et..ev 4446•61 34 we feebry646166rts eftnob 6.1)446 46/764 41144446 3711417747.17471 Sib,•71.77917 7 i S.7.7447444 no mord iltef ilr1411,110.1 to rosooroboto brew EXPIRES: 12/31/2016 1 batittig.Mb/Mb 66674613,4 46311•66714666674141, 44 6 7166 desber 04 46444 741443 Ps NW*.00 040 ey 7416777.4 16 MR 744411•44 46 be 44~Ws brunt 7.Dorebn 031•44 446•176•673,47.1 0{bbi6.6 6.464 Obi 4 44414 WS fares 3444 Aral plword/a bee 44r 4 1,40 alb ibbsotelooroo. O.51.00000W.06000 000000. July 9,2015 001,0 USA,kteleeraplarwl Sorbonne/.81013-E TS r.',No.67,46760 bble 0464 yelkbe 04 ES7•111 7 IES1144$900O1 I - I IMMEIMMM=.1.1MMMIIMMIM= M11 . Thi" design pr"Twr,c1 from our'p1 ' Input by ORE( ARIEL TRUSS r RIDER nPECTFIcATioN3 TRUSS SPAN S'- 6.0' IBC 1012 MY.MEMBER FORCES 4WR/G0rici=1.03 Co 2x4 OF 41415TR LOAD SUR)TIoN INCREASE.= 1.11 I-1.,4 01 43 2=4=R5) 4 3-4-1-1031 35 OCT SN4 OF 5114BTR SPACEO 24.0" O.C. 2-5=t-SR) 14 WEBS: 244 OF STAND SOAPING TC LATERAL SUPPORT , 12-0C. 0011. LI,t 21.0)=Mt 7.51 011 70P CHORD .. 3'5%0 P21 BEARING MAX 010T MAX HORS ARO RmuIPEP BR AREA 00 LATERAL SUPPORT 0, 17. 01. 0011. DI ON BOTTOM CHORD - 15.0 PSF LOCATIONS REACTIONS REACTIONS SIR. 545.10. ,...75007.1r5) TOTAL LOAD = 451.0 PST 0.- 0.0 -13/ 3035 -4/ 0300 6-50" 0.41 DE ! 4Z61 OVERHANOS: 12.0' 3.0. 5*- s.o. -7/ 1110 at OH 2.00" 0.34 Dr (230 Snow: ASCE 7-10, ZS PST Roof SnowIP15) N-I.6x4 or .541311 nt roln-,..,T uct5,r 51 Cs=I, Ce=1, Ot=1.1. 1=1 P0473007 ,0*r1.r.C11011 LIIITTS: LL=td2,40. TL-L/100, vtrtio41 oest, yr !uonl, ett.x LS DER. = -0.002" e -le- .o.e- Allowed = 0.100" LIMITED STORAGE 0000 TOOT APPLY ME TO THE SP071AL WV:Tr,CREEP PEEL = -5.005" 5 -1'- 555" Allewod - 0.133" RECUIREMENTS OF IBC 2011 AND 1PC 1011 NOT BEM.MET. VAX TC PANEL LL DER - -0.062" 0 15. 15.6" A015wed 5. 1.320" MAX TC PANEL TS 0000 = -5.076" r 2'- 10.4.' Al lowed .5 BOTTOM CHORO CHECKED EOR 143.00 LOOP 1.07.11. TOP AND BOTTOM 0110011 WOO 1.000.1 AcT nouCCIICUMItirrLY. MAX HORIZ. LI. PEEL- 5.002' 5 1.- 153" 5-06 MAX HORS'S. TL PEEL - 0.000" 3 0'- 1.2.t. f Wind: 120',ph. 1.17.301. TCPL=4.2.5030L=4.0, ASCE 7-10, 11 (A11 INtight3), Enclo4=d, Cat.2, Exp.B, 01010140303, 0.00 load duration factor=1.6. Truss dtrigned for wind load= 1n thy plAto of the truss only. M-1.5x4 i., 0 ,..,, , . ,... _.. .... . I M-2.5x4 M-1.5x4 1, ,1 4 1-00 5-06 (<-12.. .D PROF •c `scGIN t. , ...‘...kL-.• / tS',0_ ct- 89782P E %-- 201)1150101 PR HORTON PLAN A117. 04 35315,: 5.4541 , ! / ! VIAMMINICS, RM.*OTU, trim sWirorss nest Cot I.West ilftl OffiCHN iFit.itt*st stroal W sdows1 et si Genesi Wars 0-1.3**0•903••3WW...0 uwo We re-sow*,Mow sot 1.hr ir,,,,.....441 S 1,P4/. N. Truss: J2 iNI W•foftif Wk.esotrwilisn r.R.WIFiell. 174774 age.fareo.0-400776771.7 ei77+7,Wan...7am a.71,... OREGON 0:r. trepepttiRitofiglreVrt.Ntr4 et Vtil rwwwWity oftts,941,9 0.3,4ret, 3.2,4 orowswAss wb trstrI9 ow!bs instesd W..Own... 3.NW?,mum.so*3,59 sod tot.,owtrs to be%rents dosed st "17 441 Fi.y A 6• +q,..". 3.Ardhoosl'wows/Possio93,Mutt slabidr duSep sossrushas 7.'4. Ni ,....1,7 ex_esopecroolt trie.1,11.411V.11.111.1140 WV,1,i Ft tre rwromwaity of ths owtst Addrisoal persweri brssW3 of tertkowrs W•WW9 sued*as*Ws*sh+rettrXTCPthret t33.9193C1 PAUL i;\ DATE: 1/1/2015 re 0..0 sinewy*re r.w."thatt.f 1.13~9 03rar.t. 3,3.Wrookty,W9439 es Wog Wstinomr•Wstsolwft Own•• E1296513 k Ii6 04111 Velai 01 srpOs4 to sos awwwn9 1,94 saw al 3tStio0..0 A,inotsle.01 ins.h.,vr trtp.tioibily 0400w twestliorwrssetot 3&sign wow.,tewsw.to b.ws4.3•nowcorrwers sovirprewr* Iril.M.SIIN eseorkra st4s1 os Itos should MI'lettls iwOrsp von so!we Iserrpren,tWortstow TRANS ID: LINK 4,klign la.da to*WOW Is-1,J osowsnsot 9.(mugs.mows MI Ws.;at Si swoons sown. S.Compel'.trit no csoW4 wet*or smowsna 1,111Arktfttite Sot ttx EXPIRES: 12/31/2016 ht,.........,sostast*sod*Wash.st ternownts T.fie mos snows sestwett*wasp is tworot, S.maWar Is 1..00*400.010 Ws tonWOoss.0 forr tri d,Mew shs1 bt loostsr get hst.,!son ohms arst riawd Is WM WOO July 9,2015 TPWit3.9 w tt...St ova*,at oev”ei to 00070.4 wen nrwsst Irsowterwds with OW tothr Now. 9,13,01 indkort.39 01***in*td.'t WAWA,.IrreiCenceros Sattrosrit 7.6,701.}E to,cot oink...m.0w picl.rwqrwstusl sstr Mr 3t 1 099A040 03031 1 _ This desitr prepared frc,computer input Dy GREG ARIEL TRUSS 1.1110E0 SPECIE:CATION:1 TRUSS SEAN 3.- 6.0" !EC 2012 MX 111.11010. E031117 4WP./0DF/C.4..1.ii 2 TC: 101 DP 1414.*20 LOAD DURATION INCREASE.. 1.15 1-1..4 41, 43 2-4-101 0 EC: 1x4 Dr*145/1 SPACED 14.0" 0,0. 2-3.4-01) 14 7C LATERAL SUPPORT e!., 12"0C. VON. LOADING RS LATERAL SUPPORT o- I101. DON, LLI 15.01.01.1 7.0) ON TOP CHORD . 31.0 PDF BEARING MAX VERT MAX HORT. ERG RECN/RED DAG AREA DL ON BOTTOM CHORD.. 13.0 PSF LOCATIONS REACTIONS REACTIONS $ n so,:n. c:nrcicn OVERHAVSS: 12.0- 0.0' TOTAL LOAD- 41.0 PSE 0'- 0.0" -19/ 3100 -2/ 40H 5.50" 0.51 DE ! 415) 3'- 0.3" -17/ 490 0/ OH 2.10" 0.14 OF Snow: RSEE 7-10. 20 psr Roof Srow112,1 3'- 0.4- n 4.43' 0/ 0H 2.20" 0.04 DE 42 ) Co-i. C4,..1, C1-1.1, 1,4 VERTICAL DEFLECTION LIMITS) 11,L/240, ELL/IPO LIMITED STORAGE TOES NOT APPLY DUE TO THE SPATIAL MAX LL DEFL . -0.001" 0 -I.- 0.0" Allayed - 0.100" RECUIPEMENTS OF IBC 201: AND tPC zol: NOT BEING MET. MAX TL CREEP rnrn - -0.903" 4 -1'- 0.0" Allayed - 0.133" MAX RC PAnnn LL PEEL e 3.305- 4 1r- 3,3" Allowed - 0.137." BOTTOM CHORD CHECKED FOR 10720 LIVE LORD, TOP MAX PC rt.=71.rm.. - -0.114r 4 1.- 11.3" Alloyed ,, 0,174" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 3-06 MAX HOME. LL DEM --0.000" 3 3.- 5.0" 1 MAX NORM 11,DEFL--0.00E* 3 3'- 1.0" 12 Wind: 120:TS, 14=16.0ft. TCDL*4.2,BC10..4.0. ASCE 1-10. 5.00 C2' (A11 Heiqhtt). Enacted. Cat.2. 1413.0, M4E001Dir), load duration factor..1.6. Truss eleal7ned for wind loads In the plane of the truss only. 3 Cal f, 01 ., -4 , 2 CA 4 0 A M-2.5x4 3-05 0-01 1-00 ...1, 1 ',DROWN: FULL BEARING:Jts)1,3,4 1 3-tA P R Orts,.... ...,cp . ...‘AGINE'6-,,,,b' Weio 54(7ei ... Ezt- 89782P E 7 ."---/ /\ 200 NAME!: 1114 HORTPLAN 3112-B - JO 7.*calei 0.At403 -f.'i..! 044700.143k. IIVIERAI.NOUS. Wane entereie•fed.) I &endWWOWe.neindds beoe A:etmend/en toknenendes_ i! 1 Onneenent,etAceetey I. . .,4 1, .4, I, 4oote 74 ?REGON6,Truss: 33 I0:z. el ilver‘00100.0we bee palm, W.I.:AM.et Condoner*it the teeeendbilke et the eneend&win. 2.be ettnettithen web Veiled Inrlet be Inetfied 1.1,14,0w., I.Donn.Mentes die toe end tredve ditottla le be linenoto Owed et .1,9 AlRy AS. _te<;• 1,addledoet*enemy bioninyi to Imre olotolly limo cansiNalon 7 o.r-one et to ex,nreponne*Attlosa teased teettedend inoir hold%try it' \NI te ese teittenthely el ete etettee OnStelleand preinentot Veen,et ...4•110t SM11.0.4 KW.In teemed eneeiNte(TCjendoet eAyeeldee PA LI 1... DATE: 7/0/2015 ta.!rooted*mho*le doe neldentiNelo aline%Mine dewier. 3.J,limped fineeeg or Wend Moen reedotel White ghee"•• K1296514 4 No Wad Onevia Do applied Ito*Ay denitentet rante CIO el touted end d.IntheAdeltel Intoe id.tewonVelty On.moot*.conned*, teseenent AN Cend•••and et Mt litne Motel aen bed.Weepy then e.Oene.morons ten..en to Pe used 04...TM'.44.4.V.P.M. W‘d on ON-414asoraiwr 01 WC TRANS ID: LINK *ler load.b••10,41*.7...4...t S.Devon mom.Ocil twerp to et%pions.0.o.noo Shiner win*. S.CeeniniTriri None wont env mei oloonties no retoroweati fie tit EXPIRES: 12/31/2016 foorroten MOON threntand end enetteten et convener** 7,ineonont owe.*envois*siege Ye ettnelete o o 1.A I.ii AtJul I y9,2015 lb.oieoor rnioneit**OKI the lineetiono set forth tnsfini eta De teesteol oaten,'4,001,110,.,0 Owe end ar Pe it*Vito ter.ei 7171447CA in SUL noels wineedi web*fookeheiltiO07.1.7.714. 0.01•409440*.Y0011 arta'Rms. o.Inotts inetteit ette et etele torches, 1.181041t USA,InciteveiwThrs Soltyme 7S.74:0£ 117 7.biniii0. ,*l.6.9,.41.,...E1R.1311,URA Oen 040 k Thi a de,3197 prepered 7 ben 7,abebtar input by GREG ARM,Tap.7.7. LIMBER SPECTFICATIONn TM'S SPAN 3,- i4'. IBC 2012 MAX M&MRER FDRCEI 4WR/GDF/01-1.0P TC: 2x4 OF M1411TR LOAD DURATION INCREAUE - 1.15 1-0,e[ 0) 43 2-4-r0) 3 0T) 17 EC: 2x4 OF RIOTR 5PACED 24.0" O.C. 7.-3-r-41) 0 MRS: 2x4 OF STAND LOADING TO LATERAL SUPPORT te 12,0C. DON. LEO 25.0),OLI 7.0) ON TOP CHORD'- 02.22 P51- NEARING 4002 VERT MAX 120302 0R5 REQUIRED URG AREA EC LATERAL SUPPORT ee 100012. EON. N. ON BOTTOM.CH0R0- 00.0 rzr LoCATICES REACTIONS REACTIONS 3.07.2: S'3,10. 1.740E010.2 2 TOTAL LOOP- 42.0 PSF 0°- 0.0" -3P/ 317V -2/ 39H 5.50" 11.51 OF OVERANGS: 12.0" 0.0 3°- 0.0" 0/ 120V 0/ OH 2.00" 0.21 OF 6:02 Snow: ASCE 7-10, 25 505' Roof SnowiPai c0-1, C14-1, ct-1.1, 1-3 WES71cAL Duircroon LIMITS: LI-L1240. TL-L3t0O MAX LL nm. - -11.042- 0 -1'- ,...0" 011o4 - 0.110" LIMITEO STORAGE TOES NOT APPLY CUE TO THE SPATIAL MAX TL CREEP PM e,-0.00r P -1°- 3.0" Allowed e (1,133. REQUIREMENTS OF /PC 2012 AND IRC 201: NOT BEING NET. MAX TC PANEL N.PEEL e, 0.000" S 1.- 5.1" All,wed - 0.1132" MAX BC PANEL 7L PERI- -22.011" 0 1'- 10.9" Allowed - 0.100" 0017014 CHORD CHECRED FOR I0100 LIVE LOAD. TOP AND BOTTOM CHOAS LI VT: LOADr.: ACT 1011-00110UR12E11T0!. MU RORIE, •IL DEr...- 0.000" 3 3'- 1,3• " 3-06 MAX MOM. TL DM.- 0.000" 0 3"- 4.3- f f Wind: 120 rph, 0-10. 1l. TC01,-4.2,11CDL-2..0, ASEE 7-10, 12 (All Moinhtol, Enclootd, Cat.2, Exp.B, MWFASMI:l. 5.00 r,;'"- load duration factor.1.6. Trdms designed for wind loads in the plane of the trues only. 50-1 5x4 3 -6 :::"- imu3•3blbldlldllIlIlldlitI so, 0 a I-11 0 14-2.5s4 11-1.5x4 1 ,l' 1-0D 3-06 < RD P °Fp, t GINE - , .... ct. 89782PE V . , /,' JDR NAME: DP MCATON PLAN A112-5 - J4 Scale,: 0.7020 , 36416111403: 000000t000U. en434 o5..4.4 eelett / Goo 1,11366.6 4-41 anclen contract.0604 tee sanee4 et el Gerenl Wee 1-T76836336 e 364.6••14f vps,ff3e ilW4.00,,,...rd.Pe.4.1n4.0444 S 1'4,OREGON Truss: J4 rat Wonanbe bean,coneauettan tomor.e. 6467,6.167•3464,3 4bekatibby otamen pereaates 4+.4 raw ketarylatotee al carepanant/41116 1.14141166af a ir,*WWII 4407.7 l", rc.‘ lq"' t,234 careaverearema aneirp neetto.36411e4 atronb Yee., , 7 Nabber wan..6.top wet btreom~eft be lelowalte twee al -1:90 Any A S• (t e, e 3 .Adatianal lobeveleef Vocal 14 a..sestaory Amor.*ualouctir, 7..4.4 0 73 a.MIND6alwth wileto tonbud eveaahoul h.if MN.V/ is bse meonta63ister onetime A:W.4 gemweeell keadma of aceo.3646.3eateag wee ae pIeeneetokateenel6)wave 117.16931 DATE: 7n/MS t.......o...0...1.a.napaaalelkbr of es.beilaina door., 3,7.Peard taxmen or 1•14.allere peg nermael etee•*won•• PA U I- fkC4 SEQ.: K1296515 4,ha hod 41.41114 4044431%ano terepoeva oral 04341 breeOng an! 4,1,4F440,kw.4 t Inno.N re renrobler e r•fere*.30000doo - ihneer/ora er•compete owl ol no tree inotai me beds relax.Man 3,Deer mune s taws eta el ba.44 be a reneeneavere**meowe, eel met teedro bealeten7o3364, TRANS ID: LINK .5..7,ow.a.ect4.4%4.).4644P44.04, I.Drs6n atatreavlUll eaten e Women eowo We:or ogee 0 t Conexatva a.no bone*ate,era 112110....reopoatibate foe the EXPIRES: 12/31/2016 ....., heesolon,1.711.6sheeena and beeakaon of 34346o33.2. 5.Defer*wears Wei.*4,•a,nov Is anendei S.The avor 6 3~44.ibiebt lo Po 116666,4144 loon,be II Meet seal ao 6.0.4 46 We,tatea at Vega and ahead ea Veer 443161 J u I y 9,2015 TilYVTGA 14 0005 wen a1 6140 WI be tre6.4 oboe/agent ben barebee*WOW corhe 4.3a, a Data tapas*sem al able 0 mhos. MITA USA.Ino/ComptiTne Whom,2.5.7IILK 10 11o,bet.connetear pkto dear r Noes seo URA ell,33b71636(331*31 • 3 FEBRUARY 14, 2012 Standard Gable End Detail ST-GE100-001 I II I ® MiTek USA,Inc. Page 1 of 2 DEKAN Typical_x4 L-Brace Nailed To 2x_Verticals W/10d Nails,6"o.c. Vertical Stud Vertical Stud (4)-16d Common n ^ J Wire Nails , DIAGONAL L Jl\�l/I1 BRACE A 4 �__/ MiTek USA, Inc. 16d Common SECTION B-B 110 .40,_. / Wire Nails DIAGONAL BRACE /___- •- Spaced 6"o.c. 111 4'-0"O.C.MAX (2)-10d Common =i\/ 2x6 Stud or Wire Nails into 2x6 2x4 No.2 of better SHUSSOW GEOMETRY AND CORAT OTIONS •,,-\Typical Horizontal Brace �� SHOWN ARE FOR ILLUSTRATION ONLY. Nailed To 2x Verticals 12SECTION A Aw/(4)-10d Common Nails iIIik1©1 Varies to Common Truss 2x4 stud iiii % !%////i?%/////�%%/////!%%/////:: SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING Am j,, TO TRUSSES WITH(2)-10d NAILS AT EACH END. Am '����` ATTACH DIAGONAL WIRE NAILS. BLOCKING WITH 3x4= (5)-10d COMMON W IRE NALS (4)-8d NAILS MINIMUM,PLYWOOD /���//��A�/////////////�%a SHEATHING TO 2x4 STD SPF BLOCK * -Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B 24"Max Roof Sheathin. NOTE: 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. r. - r / 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND 1' 3" ;W_ �_ \�� WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. Max. (2) 1 y1, d ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT /� : (2)-10d NAILS 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 0--, / DIAPHRAM AT 4'-0"O.C. �� /Trus' "S @ 24" O.C. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A L�� / 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL _� BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. /2x6 ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. DIAGONAL BRACE SPACED 48"O.C. (REFER TO SECTION A-A) Diag. Brace ATTACHED TO VERTICAL WITH(4)-16d 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at 1/3 p0int /COMMON WIRE NAILS AND ATTACHED 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. TO BLOCKING WITH(5)-10d COMMONS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR if needed TYPE TRUSSES. End Wall rj HORIZONTAL BRACE a. (SEE SECTION A-A) 2Minimum DIAGONAL DIAGONAL Stud Without 1x4 2x4 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 134" Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury ,—_N Dimensions are in ft-in-sixteenths.iii Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system.e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSL 2. Truss bracing must be designed by an engineer.For 0 1/1d' wide truss spacing.Individual lateral braces themselves 4 may require bracing.or alternative Tor I 3 p bracing should be considered. O � 61111.11114111*_� V 3. Never exceed the design looting shown and never 6_ J stock motedok on inadequately braced trusses. 116 O ° 4. Provide copies of this inns design to the trusting 111 For 4 x 2 orientation,locate r- ' 7 6110112designer,erection supervisor.property owner and plates 0-'Al,'from outside BOTTOM CHORDS other interested parties. 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 futy.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by AN51/TP11. Connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSUTPI I. •Plate location details available In MITek 20/20 NUMBERS/LETTERS. software or upon request. I 8. Unless otherwise noted.moisture content of lumber Pshot not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted.this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR 2362,ESR-1397,ESR-3282 comber for dead bad detection. the lengthparallel to slots. 9 t 1.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION ! 12.Lumber used that be of the species and size.and Southern Pine lumber designations are as follows: in at respects,equal to or better than that SYP represents values as published specified. / Indicated by symbol shown and/or by AWC in the 2005/2012 NDS by text in the bracing section of the SP represents ALSC approved/new values 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective dote of June 1.2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at IO ft.spacing. BEARING or less.if no ceiling is installed,unless otherwise noted. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior MIMIvary ©2012 MiTek�All Rights Reserved approval of an engineer. (supports)occur. Icons esbut 1 1■ reaction section indicates joint 17.Instal and load vertically unless indicated otherwise. number where bearings occur.Min size shown is for crushing only.y rt 18.Use of green or treated lumber may pose unacceptable 1.=.1.1 environmental,health or performance risks.Consul!with project engineer before use. Industry Standards: 19.Review at portions of this design(front.bock,words ANSI/T1311: Notional Col Design SpecificationTrussfor Metal and pictures)before use.Reviewing pictures alone Plate Connected Wood Construction. i isnot suttdent. DSB$9: Design Standard for Bracing. pAiTeSCSI: Building Component Safety Information. e l( 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling. ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet MI1-7473 rev.01/29/2013