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Plans (51) A, SYLcif CK- I C?& 2 549 /let c-cct-it GABLE D.R. HORTON PLAN A112 A ;- 20-00-00 ---4....--_ _ -..--.___. _L.__ _ ___4.-__ PORCH LEFT T 1 "8-PAN , , I , RECEIVED il t_o _____ 1_ _ _ _ 1 i 1 1 i OCT 2 5 2016 CITY OF TIGARD PLANNING/ENGINEERING I 1 , 1 , I 7/12 PITCH (MAIN) 1 5/12 PITCH (PORCH) . 1 1 1 1 I 1 421 0.H. , I 25# LOAD 11. , I , 1 , " Kt I 2500# DRAG _ . _ , ---- . --- -XX - t , , , I ARIEL TRUSS CO INC. 1 , , ' .1 (360) 574-7333 1 ' DRAWN BY: , KEVINLENDE 1 i , ' ,, ._ . DUrcti__G/E_ 2-08-00 1 31, .5 0 OM. I LI) ' 5-6 JACKS 3-6 JACKS 7-08-00 UPPER GABLE SPAN • GABLE g ,-,- - -----1-- i D.R. HORTON , PLAN A112 A 1 1 20-00-00 i•-! - - 0 1 -SPAN , PORCH RIGHT 1 i I 1 : 11 Al 1 7/12 PITCH (MAIN) 1 5/12 PITCH (PORCH) 1-0 O.H. 25# LOAD ; 1 ; __.' ' 1 1 , 1 e I i 2500# DI: L G • i 1 i ; 1 I I 1 , 1 ARIEL TRUSS CO INC. (360) 574-7333 1 -At ; DRAWN BY: KEVINLENDE ; , 1 1 . ; i 1__ ,i 1 y 1 i ! ! A DUTCH GIE , . i , . ; ' '' II A ___A__ ,,,'"-- N:----; .r, 4-, m ---S.B• Silk -----,I, ----; --:t-:-v-- 6Aq LEHI ,r r - 10 II I. i ' . fi 1. . i AL- ' -± -!,;•:.-1-.-L.tii ( •-"-------- 3-6 JACKS 5-6 JACKS 7-08-00 UPPER GABLE SPAN 1mit MEFek! 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 preparedared byMiTek USA,Inc. under my direct supervision based on the parameters provided by Arid Truss Co.. Pages or sheets covered by this seal: K 1296494 thru K 1296506 My license renewal date for the state of Oregon is December 31,2016. Lumber design values arc in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. PROFes NG es. /0 2 4, -y 89782PE r- 9 OREGON oN 1,9 f'14 UL EXPIRES12/31/2016 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/TPN I. • Thi, Htbvign prepared from ccrputer input by GREC.ARIEL 291322 LUMBER ZDECIFICATIONS TACOS SRAM 20.- 0.0" IBC 2012 MAX MEMBER FORCES 4WP/GDE/03-1.0r TC: Zw4 DF 410132? LOAD EURATION INCREASE - 1.15 1- 2.( 01 51 2- R.101 444 3- 31.1-.42C1 IC" BC: 2x4 VF*14STR SPACED 24.0" 0.0. 2- Z-f-11843 GO R- 31.301 944 9- 4.1 13 5310 WERZ: 2331 DF STAND 3- 4.( -9901 32 4- 51-3.701 107 LOAD= 4- 5.1 -4901 32 IC LATERAL AUPPORT 2'. 12...00, DOD. 1.1.3 25.014DL1 1.01 ON TOP CHZPD- 351.0 PDF 5- 0-3-11.9e4 EC PC LATERAL ZUPPORT ‹. 1.2"O,. EON. PL ON ROTTEN CHORD - 10.13 PSF F- 3.1 Of 5, TOTAL LOAD. 42.0 PIT OVERHANGS: 12.04 12.04 Snow: ASCE 3-1 „ 25 ISE Pouf Snew(141 BEARING MAX VERT MAX HORT. BAG RE(ZUIREO BRG AREA Co-I. Ce=1, Ct=1.1, I=1 LOCATIONS REACTIONS 30710315 SIZE 53.111. :SPECIES( 4.- 0.4- -41/ 954V -RR/ 9R4 5.50" .53 OF ( EZ5I LIMITEV STORAGE DOES NOT APTLY VUE TO THE SPATIAL .25.- 2.24 -41/ 954M 0/ OH 5.524 1.53 OF ( En: RE40IR31IENT21 Or 19.2 2012 AND IEC 2012 NOT BEING MET, VERTICAL DEFLECTION LIMITS: LL.L/240, 71..L/IR0' ROTTOM CHORD CHECKED FOR 10030 L11E LOAD. TOR MAX LL PEEL ...4.3.0224 3 -1*- 0.0" Allbued 44 C.111114 AND BOTTOM CHORD L10E LOA22 ACT NCN-CONCrFRENTLY. MAX 71 CREEP DEFL.4 -0.023" 3 ..12'.4 0.04 Allowed.4 4.1334 MAX LL CM .. -0.029. e 10'- 0.0" Allowed .- 0,934' MAX 71.CREEP MEL . -0.0313" 1.1 15.- 0.13' Allowed - 1.212' MAX LL CUL--0,002" e 21'- 1.02 Allowed - 6,1002 MAX T.I.eREEP DEFL- -0.053. e n.- 0.e- Allayed - 0.1334 MAX 30RI2. LL rm.- 2.014" 3 19'- 5.5" MAX DORM TL DEFL- 2.022" e 14'- 5.5" 10-00 :0-00 Wind: 120 mph, 44.19.100„ TCOL«4.2,BCOLv0.0, ArCE 7.10, i . 1011 HeightC, EnOlcsed, CAt.2, Exp.s. /MEV.(Di.n. 5-02-15 4-09..01 4-09-01 5-02-1.5 1420 duration fpctor-1.6, 4 1 _...... End verticAl(s) or exposed to wind, Truss designed for wind•lopds I: 2: in the Nem, of the ttuss way. 111-454 1 7.00 (7. .5c:]7.00 44." '41 1 M-1.5x4 01-1,54 ',.. ..e. fl 0, ' ,............... "4 17. o A o M-2.5x4 0 I D PROpk, 10-00 10-00 LY ' tIst GIN -` Co, 10% 1-00 20-00 1-00 at 89782PE r- .,.., ',. b,--.7,---/:,2 / \ 209 DAME: 03 0707011 PLAN 0112-5 -A I 5cal, 0.3125 ..: „. WARMINGit artanxuretes, trans.....nate to* 40 Iey ,atil..1 ono.a...road be at..el el b..nene '7 This deitiV4 is troa*en Wen I.porenters aftron NV fa Rw...de. IL, If+ I 2. OREGON tted 4......areentess...... '7.1.1......e.ainferata anart............, - reententat a toresenta et the essareaph ern Wont eaVarr 7-1%) &AI Fi,y A S ft:C.**.- Truss: Al e" 2.4.......110............11.4...•.... 13.won........is.fep and bele.,rhordOls be Wank base a 3.1.4114x.al ta.........Is rare as..arra wan.. 7 e,re at 111 04.Miq.d.oly...1es•bouioit Oveogheil fro4 negates st en.....bety et Me ea.kkIr•oxil p.n..b..la ars..anearst are es strits.....crtj entertryssataC it "fr p .4 I DATE: 1/E42012 In.rms.sartun is 1.6 rop4.4.11.4'y al trili Wiling olomprw 3 N.leved WOO,at Went Or..10,41,4 ea.see... AUL SEQ.: K1296494 4.lit 1.4Vegl d be mare%ass cernientel WA 4043111401.1.1104 a astseriee et tem te tereespreerty a Me am..a.m. Mee ere.tenni.11.0 Pe II.sena toy bra gnaw 11.9 5,0.141111.14•00041415 Mb 1,...11.000.010.0.101.1.04,104, .401.0 WI/ev ..+ibtora.., TRANS ID: LINK err.banes etalettle sey tesneentet 1Ca Deer sewn.RA barns a se suppe....,S..wed.If . ar.Ten 1.0 mate.....sett ay..ne snarelets.Wee EXPIRES: 12/31/2016 (aRecabet 0..v1+N.Nm.1•11 untstarts a terfentre, 7 tentate.........aane pen.. 4.Tea enter t.terseetastred ta re a...sa lanes a.31...lea be ireater torn bests 0 Mrs srl Oa.es tn.mt. July 9,2015 IR4WPDA in BM OW..I weans..ar.e.uses row. 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LS /0 1.11-01 I-: 'I-1.13 'I-•,O 'I-4D uo009 .0.0.4 slago; :Ant/ c.a.,Cvqoa ERV (9991-1-0T-4 1.1),00. ;cod 303 cZ '01-4 23E:9 101400 :04 169E1-3-1 -6 .0'ZI .0'ZI %404Y461A0 41-I (Z001-1.6 -L 134 040 .4041 1910.1 Ztt (ISi- /.6 -01 90) {1ZZ- )-L -9 334 COI -444411 941104 40 14 '404 'D0.111 -±L 1444444 1Vta.V1 04 ia (0 1-f1-0 9110 /tZZ- I.1 -9 444 C:f -44044' do.40 SO'L 1100i0'SZ )11 '444 '00.2.1 -0 1404444 1943.191 DI 11 MG- 014.-5 atT 10001-f-S -t 4414907 0091 tsl0i-0-1-01:0 0010 140E01/-01-E1 3CE (69*1-1-t -i 44V34 30 rxz 1:644 czr 14 1-6 -31 taai 14144-1-EI-Z1 at (9901-1-0 -3 '0'0.0'tZ 430443 41410.Ja txZ :Da :tt (ISG- /-01-C Loll 19/E1-1-17T-17 LS (0 010 -I 41-1 . 303114031 40I19044 CV01 4.01.JU txZ :41 Ca'1-14)/J44/441 430443 40810.9 XV,. 3100 Dal .0'0 -.0Z 411d1 34341 320I1911IJ:3244 4211111.1 10111111 13:49 4349 4y. vului .1.104a0a...I 9.cod4id 4410.4 041 . 1 IIIIMMMIIMIMMIMMIMIMMIMIMMIMMIMMIMMIMIM . LUMBER CPECIFICATIONO TRUDD sPAN 201- 3.11^ C1141•Lt timrP rop.cr "N: 2x4 DF 9148TP LOAD DURATION INCREA:11 - 1.15 1- :- 0 2-12. 1035 3-12. -174 PC: 29.4 DF 91413TP DrACED 24.0"D.C. 2- 9- -1291 12-11. 9“ 12- 4- 274 wrsnl 2x4 DI STN1D1- 4. -1072 11-10- 1035 12-11- 944 105511:0 4- 5- .436 5.. 7- -911 TC LATERAL PTORT c. 1209.. CON. IAA 2.S.014111 7.01 CD TOP CHORD. 92.0 CD!' 9..19. 274 PC LATERAL SUPPORT .. 12.0C. CCM. DL ON PO/TOM CMCRI,. 19.0 vs!, 1.. 7- 17 13- 7. -294 TOTAL LOAD = 42-0 CD!' 7* 9. -934 nvrPv;o75s: 1:-0. 12.0 9- 9. -1092 Slum: ASCE 7-1C, n PDF Rsof 190.11.3) 9-10. -1293 C,11, 7.,.1. C4.1.1, 1.1 10..11.. 0 ArDI, BC CONE LL4DL. 42.5 LDS 3 10'.. `..,.7" BEAR ICES LOCATION REACTION SIZE RE:10 AREA (SC, IN.7 2500.00 LBC DRAG LOAD. 01- D.07 9)1 5.50" 1.39 Dr I €25) ".. ..., S.9 971 5.5e' 1.39 Cr €211 MAX C915491 0941 1,011I01 1990 ,, .9159 91550 - -19. Truss: A2 'This sheet shows additional load ease(s)for Sequence Number K1296495. MIT: 7/6/2015 Refer to original seq.no.for all details. SEQ.: E1296495—L1 TRANS ID: PATO USA,InelCArtouTnn SeR#39e 7.6.74P2920-E , , This design pr«pared free c=!-.putcr Inrat hy GREG APIEL TRUSS' LF„!PEP SPEC:FICA7Io:-. TPUIT SPAN 2H'- 4.S.0- 1.ind: I20 mph, P-1+.I01. TCDL-4.2,PCPL-r.0, ASCE 7-10, 2::e AF 114oTR LOAD DVPATIcl1 ItterrAnE - 1.15 IMI height:al. ter14,1-1, tat.2. Esp.H, !hirPS4D:`r1, BC: 2x4 hr t111TP. SPACED 24.0- c.C. load duration factor-1.f, End vortical IN! are expo,-ti to wind, 02' 1173,A * OP - i C' 10!t. LOA0221G Trues designed for wind load. PC LATERAL SOP0,P, < n„ 4401. LL' IS.01•ItL{ 7.0} 0!f TOP 400PD- 2.0 0200 in the plane of the truss only. CL ON 002100 C1.71,7. 12.0 1,41:0 TOTAL LOAD= 4=.0 PSF {Cable end truss on contincrets n. in;wall SON. , Snow: A2CE 7-10, 2s Poo Red/ Snow{Psf k! ixo or equal typical nt stud verticals. Cs-1. Ceai, Ct-1.1, T.1 tt.rfer to Cc-puTfus gable end detail for }-er.plete speer/1 cations. 1,101001 STORAGE DOES t207 APPLY I'VE TO THE SPATIAL r _. 00110100100 DI'IBC 2012 1,712 IRC 2012 2101 00I001 0000. BOTTOM CHOP?C100014ED FOR 101St LIVE LOAD. TOP AND AOT0014 CHORD LS VE LOAOtt ACT NON-CONCUR PE!1TLY. 1 0-00 10-0t? i21;v,.-4x412 7.00 1. ' t 7.07 i 1 j 1 o T- s s..r."rims"Remo s ssssssrd ./:pis.rozroi,ieze iR/.%."Sroe.7 7 _.. sr rrri7Z7 ii7II Z z r Zr_i�flozz2T7TTT,:'7lfY isrr 100 -�0' .-2.5x4 �� 0 PRapF 1-00 • 20-00 �e� V•G�Nc,:f�y iO-v'S7 ,% 89782PE r 100!1AYE: rP P7FIC!4 PLA:AIL'-A A3 Scale: 0.400: _j, 7IARNVOIL 6SN[NAL NOTES. viols ease..meter J CO I!~se,.,. eootetsehrot«�4e. R.R..d.,..atNea., To,r R�•et.t>rWoetheP... .e,.h,.,e„NMr•....44« 1 OREGON '` Q„ Truss: A3 wow.--....Abet.raeah.eroe w e...* ar�.+9ea,0u+.R..eekao-av et move faneonto.rorew* r?" :.re. ...he...b.rg.,�tb.�e«a..n«a..• ea. ...,...teCiePe..rl.te.....e.. 7wN.. ,. ,«. 9,Q "1i y 1`�• tGQ` 1.Moir wooers l,tr tap mot OaeNh a Woolly b.ddN s.r,eatowaewrT Soong*own mb itt*rep m•;paa.i i alaroofonsttrp of rho roes.AManMY-,w.tr.Ooa of 7 n.c.ref MI 10,t.nWGHtN wk.a belted tMSMV,ti \ r.. w.tia. 9e atRp ..r».»o7e1non-. .ICI p' J1 R PATE: 7/ /2015 ' no son.owe..N M eriftemttrrt oleo WOW,btawe: 1 244InNostborelee M.rdl•eera.earMee.n ',tie•• 4 Nt lob troJ1 b.pMd b or,ta,oC.;e..ud..ewr al 0.00 lett •rolalkon of MSN la nwo,oeM of f.a ntv.[te..wrtothe S�Q.. K1290 0 S.00 rkwtWtSSn d,.ewae,.w...W. ..,. E 'sooners ueev,okM..a.f,t Mw ao.tf.ry f»dt gar«+els •a.keel 1 TRANS ID: LINK ;moon hods to*opted a ae7 o.•po.r. SASH+ royeo tan'd w. S.tnt...a Ivo no a 4 v.e,oil..meat no m.oamtr«MTv O.Noy,o••••••••fill a.nq atNr,rypb.Me,/,.She,of f.ke..l...tee;dw . end..1a.a,.ter-oineeh. EXPIRES: 12/31/2016 S.Thai M «.,na«. .l.r+rw,t..R f. '. a•ea,a•taawN ro.ag.Os or.n.n July 9,2015 .a,a .. O.Men*A aMerw.na;,taw.tfe,a.,,.ared«ram e«... 100M'CAY,5000*wr..of.n n.MabnaRr..ta.,aa�aa. Wpay.,;d,o;,04 i+...rWt 1 DN,. .N sato of Ore eYrttot. Lhlet tISA.Io./Corrtitan Soy w,7.8.7(7L}E e0Set se.pw,...no•OMM.nio•ra!n w.ESRn)1f_(SRA fhl Woo, 1 This Oteidn prepared fern aompuier (now, ty GREG AR:EL TP1723 LUMPER ORECIFICATION2 TPUOR ORAN 70.- 0.2" IPC 2112 MAX MEMBER 13RCE2 40R/GDF/C1e,I.00 TO: '44 Dr 414ST0 LOAD DURATION INCREACE- 1.15 (Non-Pop. 1- 2-f P. 57 2- P.2-11 14E a- 3..3 2) iae EC: 2x4 DK 41.4PIP APACED 24.0" 0.2. 2- R.(-19321 4-4 9- 9.(-1) 1444 3- 7e3-5411 21 KERS: 244 DF 'T42 1- 4-1-11243 18 1-10a2-11 1454 9- 1.; -20 822 LOADING 4- Ewd-11221 24 10- 2.3-41 14E1 9- 5.1-5133 CO IC LATERAL SUPPORT ,. 12.0C. UON. LL( 25.0f*0Lt 7.01 CN TOP CHORD- 11.0 rsr 5- 2-(-1424.1 7t S-I2-t 2. 121 BO LATERAL 11.7PPORT ,- 12-051. 4013. rn cn, BOTTOM CHORD.. 11.0 POr 7- 74741.LOAD- 42.0 431 OVERMANOR: 12.2" 12.0" Snow: ASCE ,-10, 21 PRP Root Onow(Ps. DEARING MAX VERT MAX 4072 ERG REOUIPEP BAG AREA Wel.ei.e4 or odull It ron-atrdetural Ce-1, Ce-1, C.-1.1, 1-1 LOCATIONR REACT2C33S REACTION:1 AIDE RO.IN. tsrnrirs) verticel me.beir (min). O.- 1.0" -57/ 13454 -92/ 914 5.50" 2.15 or i cnn) ADDL: TC 41325 LL411L- 42.4 PLF 2E- 4.2 TO 12'- J./. 1. :C.- 1.0" -09/ 12474 0/ ON 5.50" 1.99 134 ( 4253 ADDL: BC UNIT LL'DL- 2.5 PLF (..- 0.P"TO 121- .3.3" " VKATICAL DEFLECTION UNITE: 1.2=1.2244, '41. '.1150 ADDL. LC co= LLeDL- 40.0 LBO 2 2.- e.". L MAX LL DKFL - -2.021" -1.- 0.2" Allowed . 3.102" ADOL( BC CONC LLeD1, 222.2 LBO 2 12.- 1.3" MAX TL CRE54 rut--0.003' 2 -1'- 0.2" Allowed w 2.133' MAX LI, KEPI - -0.029" 2 10'- 0.0' Allowod. 1.954" LIMITED RTOPAGE 57OE0 NOT APPLY DUE TO THE RPATIAL MAX TL CAttr orst--0.120' 2 11'. 0.0" Allowod - 1.27:- peznarmEnrn OF IBC 2212 AND IPC 2012 NOT BEIER MET. my; LL rcrt,- -0.022- 0 21'. 3.347 Aflowod - 2.122' MAX 71.CREEP DEFT- -0.201' 2 21'- 3.0' Allowod - 9.133" ROTTEM CHORD CHECKED I'll' 15424 LIVE LOAD. TOP Ant BOMA CHORD LIVE LOADR ACT NON-CONCURRENTLY. MAX HOPTi. LL Uri* 2.014" 1 19.- E.5" MAX HOPIZ. TL 111FL - 2.014" 4 19.- 4.5" lo-on 10-00 Wind: 124 nph, h.19.1ft. ITDL-4.2,9CC12-4.0, AOOK . I 1411 4.19ht91, rnoleand, 041.2, Enp.B. 44:4931 Mit), 5-04-11 4.-07-05 4-07-05 5-04-11 load duration 59ctor.1.5, ( e f Sod vertical/al are exposed to wind, *409 TrUea cfrlifIned far wind loadm 12 0 V ' 7. -446 in tDa plane of the tide+ only. 7. 7 [7 11 02 4.0" M-2.5x4 or equal at non.,trurtural diagonal inleto. 4 .0-7 , ', ., 3. NI-2x4 TYP AT HORIZONTAL INLETS. M-.3mR M-2.5x4 1 , 1 i 011°Pr' 11111111rr 1 ,,f-• .a.01 2,„1,_ Or- ,,,...--• i...N 00 51 IM-2.54s6 M-1.544 11-3/8 5i-1.5x4 5i-2.5x5 1 1 1 I #222N .... 1. 4 ,i, liktO PRO . 5-02-15 4-09-01 4-09-01 5-02-15 \((. tIGIN4..„,, ., ,(..." 1-00 20-00 1-00 .<- 897.82PE r JOB 414751 DP HORTON PLAN 4412-0-34 Crain. 0.3116 2- ,,,,(i./2 s..„2,.... WMININC4, 01P4EPAL MOTEL ......cow...row V I.RA.•44 I.e.01.1126111,441,1 Se MM.at ili 04.411 tIVVI 1 1,4 dwor••ff...a ff.*wen 11,0 per.ortot Net44.1 4 b.,Am 4414,..at S"74,OREGON Ps. Truss: A4 c4411N14.14 De*"ctn...ome4Mors 0,0**9 attt*.t.tttalka WI at e•tivt pate*.ts OM Pa,. f 440 C. fl?" <ir incellOsta4 00544,54.0 11,444 44,10.4.444.1,4&0,004,36.4.,. } 19 , :.Satt corr.**,rota laracav must be hatallit*latwo.o..,.. 2,Deign*tunas*.tap aftt bottom thstat b b•1.,01,atom*at 1 Ataananal lanatwawy 1.4404 FOP.1141.1),PA4.4 iongar64,4a4 r.,at,t at e rf tr.,taapadamat Ufitilt b11.414•4tortrat ihfor 1.44,14 by ir CL 'I , 414or ettoonblRy VIII•olftettr.Joi.,..4 pm...p14,14,4,4, ...ram,thriltatng ma,at.1,44.4,1 ataaat,.0(nt talraata SC o PAUL '• DATE: 71P/2015 i Ow mat taaattoe ra Who taamataftta al tat WK.;thravntr, 1:ta O..b4SP,51......1 W.tnt tat...4.v,Ma*-• SEQ.: K1296497 ,s,tat taad ahead b.apol,,,Ila tot Ganalter,Ott w41 ION all atweirty ma I Instalatia,et tam to Ine twatreasbity at blow/pad.tantrallar tant....,an cooplelle 4,04 IR no h.theulet 2,11.011 v..440 5 POW,ingken*.buss.an la Os tn.43'non.c.044.nowirerm, 1.4.6 Dr*6 r.dr y C 4 44 444.e#n•. TRANS ID: LINK dflar leads to*Mateo."60,0,900. 6 Nip,4140.041%A Nam,al xi aurpt,•at,tvt, '4- ".°'wane* S.tottalenos atta re cet*,t4 aa,a•OM aSatatan aa taatteratbilt,to 144 EXPIRES: 12/31/2016 Notoss4r, 4*401.4 444:11I41.444.44t 0,:14401,04.of co4v44•4.4 7 Dietior Amur*.e.g....male 4#400.1.41.PJuly 9,2015 Th4*IVO 4 1.4,444.11.SiAMOd I*tat 10,0,0saa stt91 by 10 a. at.Old a•Weed an bean taeaa OVUM.0,4"cal*a Itaar ea tatt 7,14fl4A*a ECU cap.at atakla MI to Kam/at*Loan'wawa Inas caw..41,jai,*wen Piot, 0 Net iratcata Vara at peata ataattats. Mitek USA,InciCernplaws Saftwata 713.70 LK 10 r w ensv.....,ple•etrair yak.**toe(54-13t1,EIR•t Mt OIAT,A) L.....- . ......... , , , . '701, 4.‘0.n pr.r0r.ri fr,r0 07,0-put.r input by GREG ARIEL TRES:0 Lt1C3EP DPECIFICATIOND 113212.D "RAN 7'- R.0. IBC 1.01:: MAX MEMBER F0RCE5 400EGDF/C1.1.00 CD: 234 Dr 314RTP LOAD DVPATION 10070 - 1.10 1-2-4-1211 0 1-5-333 211: 0-2-401 104 001 2x4 DF 01414117 SPACED 24.C" 0.0. 2-3-1-3241 0 0-3-(3) 21, 0007: 214 DF zrr0o13 3-4.t 01 57 LCADIMG TC LATERAL SURRORT ,0, 1 '*00:. RCN. LL t 25.0E0EL( 7.03 411 TOR CHORD R 32.0 110 EC LATERAL 51000007 <- 12"0c. 414231. DL 00 BOTTOM CHORD 44 10.0 PDF DEARING FAX:SORT HAD HORD SRC 00123.10011 5PG AREA ToTAL LOAD- 42.0 r5r L0CATI10R 2.07,0T:7110 PEACTICILJ :,:r.E. 313.I9. op 10$ 71TEREAMES: 0.0' 15.0" 0'- 0,0. -I,/ 320" -3R, 043! 5.50. 0.51 Dr I" 12131 Snow: ASCE 7-10, 10 rnr Onat 0nEwIR01 7'- 0.0. -35/ 454V 3/ 011 0.'f.I'' 0.73 DO 1 10:13 Cr.1, C.-1. C0.1.1, 7-1. vERTICAL DEFLECTION LIHITs: LL-0/240, TL-L/130 LIMITED DIORACI: D.sts DDT SEELY EVE To THE DPATIAL max TI,cREEP PETI, --0.015" 0 33- 10.0" Allowed 0EVIIREM47I7S or :0e 2012 AED IRC 3012, r= 11E110 MET, MAX LI,DEM,- -0.032" 3 R'- 8.0" A1 '-1 - 1.1211. MAX TL CREEP PEEL--D.4:13.1" 44 41$- 3.41' A1104.,4 110272M ctIORD 011000043 FOP 1212r LI'vrE EPEE, TOR MAX TC P001EL LI.DERE. 0.074' , 0'- 4.2. 34t1-wed - 0.74€' AND BOTTOM.WRAC:LIVE 1,007E OCT 2:C01-00:7.000E071,Y. MSS HORID. LI, DEIS,- ET'.001. '. '•- 3-10 3-10 14013 710011. CL DEFT,. ".002' 3 31- 2.5" Wind: 122"ph, h.17.3ft, 7CD1..4.2„BC0L..4.O, AZCE 7-10, IC 11 (011 H.ights), Encl,sed, Cat.:, Erp.a. 70D::., 7,00 7' SI7.01O 1nAd durt.,,, 0actov.1.6, End v.rticalt,1 ar. .xpla.d 0,wind. Tress designed for Lind loads 11M-4x4 in tn. rlsre of the rens. lnly. .0" 2.L -,,,l',: 4. -, , }L„ - 1.. ..1 t _ -,- 4 c, ! ,... c, X-2.5x4 !!-1.5x4 M-?...5x4 i . ; 1. 3-10 1-10 .1.• ,-0. 1-00 t.9,03 P R OFes c34k' NAGINek... 0/ ,•• .., 1?" 0.0. 'z' ,89782PE r" JOS NAME: DP 1113P1014 PLAN A112-0- SI 5-4, o.',.90, , ,,,,„ i VOARtiSKIS: OtritiRAL NOTTS. 1,6.14 Mt...M.rafted (..., 14) 1 1 Barewr sew owns*eserroctor anon*so sem.of ot Gorsest Ns. ,•Th*t**6"****6 ong soon**possessors snot err anO is ter on eds.* 1 OREGON ''''. Truss: Eil I on*tratoorqs Woof reeseseron cotenrescos. beltres reettonost,Aogikablfy of dem,pors••••1•••,s1 prepre .1, it, ...toe..videntsterd a nor nni..b11`,eV.bolkIng&vv.. 4 i 2.2.cama.11.1.0.0.bmInq most W.Iimt.a.111.4ra..... 2 bug,aseinos it.tep led boners owes to br,Wreak bowl at -941, grit A S- 31732: 7/ /211 • 3 6.66......ix,a er braces,sr hero subles toorostroestosose 7 o s.WWI Of 16'6 C Ns6a•carshr re***!mod 1%roaq.mil evo,le.C.," \N 41,41•v.,...),I 1 Me•nder,AdVierel p.....0.16,11,10,11t veers..orsonserg*se.ItfroOre4 orsrestrisItt osttor try.*ef{ f. PA UL - ,?. 5 ........0......fetn•tewonsit4ty.1201.41ryptiliwrox. 2v*mod torn.)or Petrol bet.",,,,,,,....rt*awn• SEQ.: K1296498 ..Nt bog Os*,Go 6666ret to trey toesseve tOlotter of tagdstr ore ,It Inatbiletba aliens is Itre sroronsitASS er trg stogrogive rtetit13, Won.fl ersedirto owl Or notonoonsLitt ars les.gro Ow*se 6.Dowel ostareof hems ore la tro used ter o erestorreero tenirothmert, ontt am%env seedeore et oar. TRANS ID: LINK .1.6.1 leods to Want to ins*sop*, 6 DeVry,NSW..RN tern)MI allt1600.1i Open 5.,tte,E.weak,• I Cserpolsr•P.no asset owe vet osarnos es rosoosubler 1,,,il. EXPIRES: 12/31/2016 Poimelpf•,.. totecoSen toetling strbreveR 1,0 040400,1 fot CO,OW.. 0.Cosa,osseemn 6.6.....0`0..00....,0.4 6 Vot ant$6614 twOrtner sutWel 0 the 6.46.1,41•1 WI 0, a Phass liMai Po be...a"toll too.a 0 trust mi plaud am thwr toreaoe July 9.2015 TS WI'tA in 6121 seg00 al loners tato Anstestel soon rstustot Oros tenter.vs*WO weer Ism H.Ugh inds,100 ego of slog**Hot MiTek USA,int.terwritrifrus Softwore 7.2.1(10-E 112 Om boot tenorstor 66no Oder',Ours so*2261.1311.C 664962 dArtel) 'This drs13n prepared frem ,crpdt,r Inn.1! by CPEO RPM.TPUS.7 tv”arP. nPECIFICAT:CN:1 TRA141.1 1MAN ,... ,),0" Wind: 120 DOL. h-17.31t, TC4.2iECTI-F.S, ATCE Tet ?».4 nr NI1UTA LDAD EURATION :NCREAn. 1.10 1511 Hrid0td1, Enclosed, Ce1.2, Emn.B, 11WER,11Vir , AC: 1,x4 OF A/41)11) SPACEP 04.0" 0.1. load duration lactnral.6, End vortical/a) are expared to dina. 7C LATERAL .1117.Po0i <- 1:.00. II. LOAD1I11 Trusd deboned lot it leads SC LATERAL SJPPORT ,- r.'NIC. 1501. 001 15.01.n( 7.0) ON TOP CHORD - 32.0 510 in the pianr of the truan only. 10 ON POTTOM CHOPP . In.0 POE TOTAL LOAD. 40.0 000 tGable end trod, on contindod, Oratind wall ut. 1 11.,1)C2 or e5551 typical at crud vertical,. i Snow: ASCE 7-10, 01 ESE Roof Sn.wtEal reefer ta CompdTrda dable end detail for C5.1, Col. C51.1. 051 korplete mpecifioati0n5. LIMITED STORAGE TOES NOT APPLY 000 TO THE SPATIAL PEDITIAMTENTS OF 150 2012 AND TFC TOIT NOT ATMS MET, POTTOtt CHOPo 01EC0E01 MA 1005i0 0100 LoAD. TOP Ann POTTOU CHORD LIVE LOADS ACT DOE-CCITCUPPENTLy, 3-10 .t-- -------r 7.0/ 1:7' '''Q 1.00 t111).4X1 I ' M-1.5X4 OR EQUAL AT NON-STRUCTURAL MEMBERS. z . . ,..._ _ L_.. AAP!AI 41Pr A1112r4r.Rir4r4r.Alrdr_/_zzZZZZ/_=_Zf,=27,27-_/_ZZ727 o TI-2.5x4 M-2..F.,x4 1-00 -r-ris 1.-00 <cke PROFee, G 1 N Qs 77...... 89782PE V .111? NAM: DA HORTON PLAN Allo-A - 112 0,alt) 0.1233 WARMINGS: 0/111141.1.NOTES, wiles...Ow t5.1 (•••• 40 1 1 1•6•240 end ore.tertoeCto WV.I.Ite ae.ms 212102**Mlirries I,...eye*.....e ere•eget v.'fennel..Ow.ref fe kg-Munif..4.0 1...-v OREGON, I B2 ate Wewrye WV 0 teiviimeten test.erut *Mtn se *"Y teite21649/14 41.2.re........,d i".1.. (1.9'''.. Truss: t ' 40.,.. Ilmemerebee 0 eaeverel new neeseettev 2.Re 1.14.2 6..r... .7..Zre ebeViteiti,41 web loretteg to.el be.1611rod*tee the.,.. 2.deo,aestren...Ye 6.11 le Rem thenft`.to keener enc.V 1 J.Nedelemei feeyfOory breciow le Yease olabity during....Wade *91•• 14 Y i 0%,reareesb,ery .........1.22.2.1e............•e/ 7•y and et 14•e.ne.**06.62*teem brood 1.2 verto Pe 16.ktiet bY I . Cefeireieue~P.,esdn.161.0.14,.......94.4.4.•11214 P I ,It UL 0 I DATE: 0 at 7/E/20I5 e•ek word*hie..le rolo tremwdeefy etVe...b.it ilevre, 3,Za fleed bldg.,et Weer brag iegored el.e.ghee*•• : S EC)•: K1'2.96499 4.fie DWI s...41 be writhilos.,ee.e.....+10.a 1,...9*111 *........211.****reepeo•ebete ef tte fiNipeti.5e0ee,10 Women ere tervief•and el NO 10,4 thatil ary leieas pel.r., a.,Depn alum.twelve Owe la Ile mest et•r.0.40.70.411 10,0110,1105 , lellef ere Per'treottelelet.e few TP,A115 ID: LINK e...4.%Mt*no2.1.le*retie* t,Desipmeur en Le be..e.a 21•2.1.201 sr.,Pet to lee*,f , 3 r.a.euTruf Mt.3 tar feti ewe.,VI MOTO.no ftlifemdbiley fef INe EXPIRES: 12/31/2016 Mt00100 Moat";10.(0,er*WV inilteWeei of temiteeertv t Dreg,esuenr............./* 4 net towe.kr.hed eltted 1..to.brolitelef.*I bet ty 11,Phew.to.,,.Were et telfetares Wes.and tires........• July 9.2015 TetiriTte*et SI tor,et reen..4 be 112.64.11.0......., enernint,de we!,jent pewter bet 9 by.itettele 2.42 at 4142 in*Owe MVO USA,Inc/Ccorp.oTrus 5.5..',7.1Lluu-E 10 rp.beet 6C,I4Sterr,prIve ee.24.I glen..C41,1311 Et RAY.004•11 6 . . . du,1 dr: probaruul f ro, ou,butbr ruput by GREC,AT 1EL TRU72 ILIUR EP 7Ort....VI 7A7 I cn.-, tens se-A:: 0'- 4.0. :SC 2012 11‘10 111.D.BER FUP7E7 OP FLUE/71.1.00 7C: 2xd IF 1/107P. LOAD PUPATION 1117.REA7F,- 1.15 1-2,711 al 57 FC: 2 d4 nr WItRIP SPACED 24.e^ D.C. :-3.(-S') 11 77 LATERAL SC97037 F,/ tILL77, 7717, LoAninn FE LATERAL FPORT 0' 12.07. .10:7. LL t Z 0.01+PI/4 1.01 CM 70P 00)00' V'.0 121 BEARING MAX VERT MAX 0007 RUG RE001 RED PPG 0100; EL 031 MI TOM 0142R7I 11.0 rnr LUCATION5 01071111113 REACTION:, .7 I OE 20./0. t:PEC I ESI 00 F.130ANUS1 12.0" TOTAL LOAD = 41.0 121 -311/ 2577 -12/ 4W 5. 0. 0.40 or 1 b257 Z.- 5.0" -13/ 53,2 0/ CV 2.20" 0.00 or snow: ASCE 1-10. 25 i'sRoof SnowtVo 1“.- E.0" -10/ 357 0/ 2H 2.00" ". 0 nr 09-1. C9.1. Pt-i.1. 1.1 VERT/CAL DEFLECTION LIMITS: LL.L/240. TL-L/I.: LIMITED 5TDRASE DOES NOT APTLY par TO THE SIAT:AL MAX LL TEFL--n.007. 0 -I•- 0.2" Allowed - V.10,. RECUIREMENTS or IOP ao:: ANP 7.07 201:NOI MEMO NET. MAX II.CREEP PEEL- -0.003. 0 -I•- 0.:. Allnu.d - /.133. MAX TO PANEL LL TEFL- c.003. e 1"- n,D^ Allowed . ..141. BOTTTM CHORD CHECKED ron :tient'L:vc LOAD. TOP MAX TC mem.TL TEFL- -0.003. a IL- f.:. Allowed AND BOTTOM CHORD LIVE LOADS ACT NoN-ccNOUREFIFTLY, 2-06 MAX NORM. LI, DEFL/. -0.000" e 2.- 5.0" 1 ---t" HAP KORIZ, TT, PEEL-. -9.000' e e.- S.0" 12 W i ud: 120 Oph, 0.10.901. 171/11.4.2,00111,0.0„ 'A 711E L-10, 7.00 C7IAII M• l0'). Eftc,Indrd, Cot.2, EAD.E, NXERDSD291. land durAtien fnotnr-1.4, Tru20 d.dido-d for wind 10.41. in th* pldn. nf ).H. !fn.. dray. /I C3 n.. ST, CD L.›.--..-_. X. ...4 , 1 10-2.5x4 1 f 2-05 0-01 1-00 ./. i ...... ,1 IPRO.FIDE TULL FEARING:219:2,,3.1 1 0-00 GStO PR Ofk• <C• s; r tIGINEk-, 0 ...c- 89782P E T / / JOn NAME: RTON IP FOPLAN A112..A - II Kcal, 0. 723, , . ...- / WA1636016C (SENVIAL NOM. untata elatannsa antat Ge 40 t 99969,93*nor,00.0.31.041.tor tatosad et 61 0..96 Wes 3 Th9 antra auttal satly 9939169 pnarnataan.095 an 1.4Is I uT an TXV,4,4al ...4."VA_OREGON Truss: Ji aatt War•ris beton raanavattan attanmamaa. 399.9 an91399966 0.0.3300.9.99 99,9 9410,3 P.... ' -1,./ u in.....iat 0.03.0r..Inie notowbey erto 1.1141$duo49.et Z Zs a t-0.0.440,*.010003 On..0.01.100.11.0‘.ii. "V 0 Da959 awn..ttta Ingtannd bantam data.Va tot 1119911916,6.9 at 1.ini6.3.311690teaty tonal la linikint UAW,00.0 C.103.000 3.ob.suet*Id.3 s reepatanntly crnana taituad 99.9199atIntatentrt 93 NN ta a...m."466,v ttra onto,Ad/reauslo.../uw.burrq.:. brarbeds sto rub,11.1.1.11*rued ow...x.'C o vat,.ay.*M PA UL 7/ 201 DATE: !:: r.0.30 WW1.10 11......ot99t 496999*say. 3 Za Inv.*609999 an 1390.1199999 1.3099*ars 93.9•• SEO.: K1296500 .....,,,.4...III.9514.9143 on6 otanponatt um!an,al enattr9.9.6 a 569stanntan at Vt.9o9•1,0100,44R.en.3.0.0.vs... 991 6199199*tattall an,6.997•99.15169 5 Crap,aintan.696•••..3 wad in ii nien....titirinn..i. k . 11999as•TRAS ID: LINK st9aas3999t.6aa naepar,aevatona.im.p S ComouTms hod or coutudsvevoni eseane...3.3..ini.Ptt Pili.110. EXPIRES: 12/31/2016 IhtexTaTe,Nineol.011~4 mid 1.00.10...... T 0.999.99,-.adva.itan snt999•.9 pro v•193 0. July 9,2015 R.This 4....111 00.1113....0.03.1.3 Pooh. it Mr.nina I 39 loam..ttatan ravel to ttram antd 69teetl sae 9ta sanata TVCIAttta In SCSI santa.a?999*94 to ann.4 wan meatr4. la.t8.-.%rant 0a9 dear 9 tnnt. 9 0+003.11.33.iii0*at alatto in i9enona PATO MA.Inc/Colrotarus&Awe 74101.14 00 000.0 oinviecin,pire drop,w•Ow:sou 33114 It!959499409Th, __ This Oesiin prApArtd fr7r coOpotsr 1444,44 by GREG ARIEL 7W17 747MER URECIFIC1TPN7 2-7E-07 GIRDER. AUPROPTING 7-74-77 TEC 2712 MX VENDER FOPCIX 41(P/GDF/Cs-1.77 TC: 2x4 OF oliETR TOAD DURATION INCREA742 - I,IS (i0 -b0) I-2-1-441 29 1-1-4-128 IP 2-4-4-491 17 PCI 1,,F or 72 ;4E774 274 04*721112 LOADENG Snow: RACE 2-10. 44 plt'.4.444. 2. :r., 54Aatim NM VERT 11AX MORE DM PREOIPED 7E0;AREA TO LATERAL 7UPRO72 .4- 12A0C. MN, Danl. 7rol. Cfrs1.1. 1.1 LOCATION2 EFACTI0117 1177181111 UTZL 117.411. (884141771 71'LATERAL SURPORT ,- 1270C. UON. 0'- 0.81" -19/ Der, -14/ 1211 5,50" 44481 Dr ( O_50 2282.17 11.1 25.0)*FLt 7.01. R.0 1.7 D.- 0.7" 70 2.- .-.0"... 2.- 6.0. -20/ 2229 0/ ON 2.00" r.m, vr r 40:5! BC DWI!'LLi 0.01.DLt 10.01s 10.0 1817 0.- SINGLE MEMBER AS SHOWN. PC utur LII 79.81sFLI 4B.210 119.0 VLF 3'- 0.0" TI' 25- r.O.9 VERTICAL DEFLECTION LIMITN: LL-1/740. 71.-1/110 HANGERS ATTACHED TO BOTTOM CHORDMAY, 7C RAVEL TT 187.17.- -2.022. 0 1.- 4.4. Allowed o, C.110" LIMITED STOWAGE DOE5 MOT APPLY ODE TO THE or ATIAL MAX 7C PANEL 78 PEEL --0.003" 0 1.- 4.1. Allowod - 0.145" WILL HAVE 1.5"MAX NAIL PENETRATION. mil:to:my:5 Or:et;,,,:rL,, AIM IRC 2012 MT BEING NET. N.AX 11181111. LI. 8£11.•• -0.9720.3 C'- I.3" BOTTOM COOIIO COCCXCL, FOS 101.9?:JOE:WM'. T5E. MAX 1171111. 'EL DEFT -2.0110' 9 2 - 1.3. AND 7011061 COORII LIVE LOA= hCT NOCI-CCI:CORPF.3121..Y. 2-04-04 0-01-12 Wind: I287 mph, 1,16.5ft, IC 3.202188.81.0. ASCE 1-10, / ; f 4A11 Heights}, Enclosed, 2.7.2, Enp.h, WWFAS(Eiri, load duration factor.1.6, 12 Erd certIcallsi are exposed to wind, 7.10 17' Truss designed for wind loads in ths plane of the truss only. M-1.54.4 -.• P i . 41-2,5401 , .., 0 I-. A 1 1 4-^ 1 4 . 11-3x4 id-i.51814 I I , 1 i 1 i 1 2-06 P R OF6-. -ira 4r 89782PE _,... ,018 =1E: DP H7 PTO:7 PLAN AI17-A-..1" Scale: 0.7419 I WAIO0161: (36166RAt NOTES. ...Kos etbworio noel 6••• tO 1 1 NM......M..e4,4.1,Maitl 64.1,144 OA e..41.11.4444 1 T..&NM,MM.*IMAM mmears Man*MI Iv.stfrot4.41 1. /.. -74OREGON t. Truss: J2 I ar.Vamp*6.1e.ce•attotrob tow.. buiebo woo.*hock014.o at& ••...o bon•• o•one pr... oseo•oiOn 10•••••....'06.ons6,866orteb•OW046405/66 ' 2,344.....m.mt.Mop met le iftraSed*Mt 4141.4,.. "Vt. "If . iy (4, .0.,.......„,„,-1.4,Oft.b9.145”,OW.%Fl b•10.0f 0,...... I -..... r. ., A s 1 heiet•nal%nano.brooro 10 or.*lesb116.330 ea616660•• 7 is e.aolst It,e.bor•d•Oy vie.MeM MI,M.MT.:,..r,it di. 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LL[ 25.07tFL( 7.0' ON TOP CHORD- 55.0 PTF BEARING MAX VERT MAX HOPI. BAG REC'lIRE.D ARG AREA DL on BOTTOM CHORD- 10.0 PIF LOCATIONS REACTIONS REACTIONS 3172 5,...I1;. (SFE0I'':I( OVERHANGS: 12.0" 0.0" TOTAL LOAD. 42.0 (IF 0'- O.C. -.3/ 3R5V -4/ S°H 5.50^ C.0 or t 5251 5'- 5.0" of RSV 0/ OH ..,?U' 0.15 OF t 5257 Snow: ASCE 7-10, 25 non Roof Snow{p.:: , - 5.0' -325 149V 0S OH 2.00" 0._4 7r t E::51 13-1, Ce-1, Ct-1.1. I-1 LIMITED STORAGE DOES NOT APTLY NUE 70 THE SPATIAL MAX DEFLECTION LIMITS: L-21140, TL*LS1." MAX LL DEFL- 3.002" 0 -1'- 0.0" Allayed - 0,1':r. R€:OM:IENTZ OF IBC 2012 AND IRC 201.' NCT BEING HET. MAX TL CREEP DELL - -0.003' P -1'- 0.0" A11,--rd - 0.133" BOTTOM CHORD CHGCKEO FOR if'F3F LIVE LOAD. TOP RW EL TO PANEL LI PEEL--2. 03P" 0 3 - 1.5" Allowed 0,330" MAX TC PEL T EFL- 0.054' 0 + - 1.5' Al1,wed 0.503" AND 80270(4 CHORD LIVE LOADS ACT V0-CCNCLIRPENTLY. 5-0E MAX HOR10. LL CTRL- 0.0117" 1 5'- 5.0" VAX RURIZ. 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D.C. 2-1,4-131 11 EC LATERAL St:OMIT C.. 12%C. CON, ADADING PC LATERAL SUPPORT 0- 173.0C. DT% LT.( 2.0.01.32:L4. 7.0 2 CH TOP 011000- 02.0 ens REARING MAX VERT MAX Non ere, 0E0110012 HAG AREA DL ON BOTTOM CHSRO. 12.0 PSF LOCATIONS REACTIONS PEACTIONS .,/01: SQ.030, 000202010200 OVERHANGS: 12.0" 3.0" TOTAL LSAT,. ss.1, rse o•- D.0" -Zs/ 31 I.,./ -01 OP 1.00" 0,11 DE ( En) 3'- 1.0. -271 000 0/ 00 2.002" 0.14 OF , 021) Snow: ASCE 3-10, 21 I'SF Root Snow:100 3'- 1..0" 5/ SR./ 7/ OH 2.10" 0.03 DE 121; Co-i. Ce.l, Clo1.1, 1.1 VERTICAL DEFLECTION LIMITS: LLTL1240, •TE.L1110 L1MIT0213 STORAGE DOES nor APPLY THE re rrin SIATIAL MAX IL rtrr--0.002- 0 -t.- 0.0" Allowed - C.101" 0E0UI01EME20TS OF INC 2012 Imo 000 2017 !XI' 130211211 34020, MAX EL CREEP rm. - -0.203" / -I'- 0.0" Allowed - 1,131" MAX BC PANEL LL TEFL- 1.000" 2 1.- R.3" Allow...0 - 0.132' ROTTOM CHORD CHECKED FOR ITASF LIVE LOAD. TOP MAX BC PAVEL TL TEFL- -0.011" I 1.- 11.3" Allowed - AND BOTTOM CHORD 020032 LOADS OCT 0111N-CO2 UP10F2ITLY. 3-06 3033 HOPIS. 1.1.DM. - -2.100" I 3'- 1.0" f , MAX 110010, IL TEFL .- -S.sos^ 3 s•- 5.0" 12 Wind: 120'ph. 1.0.16.011, TC111..4.2.0CI20-02.12. ASCE 1.02 1377" (All 0.101.!, Enolo..d. Cot.2. nno.r. MWIRS(Dir:, load di:TALI:in fAster..1.1. . Trons deigned for wind loAds in th. flame of the truss only. 1' wn i 1 sti To on CD i ... .o. c. f- ,i. I P117 - - 1 i.... 0 1 03-2.01333 i 3-OS 0-01 1-03 ,, .1 031331i00"e-eFEi-33"EAR/0361;1366.3.3,3:3 1 3-06 <G90) P 11°Fes, %...ts. ,co ‘AG1 N4- /0 ...c- 89782P E 1" ../ 7103/-; -.3* 33- /33, JOR NAME: CR HORTON PLAN A1.12-A- J5so01, 0.1E01 _ . WANNINGS: CotHIRAL NORA kap 10,0n....nt:*0 V T.evAdert trod.......9.64 00444 6..4 et NI 1596.1 Not. 1.NO ON.6 b..;.41',...,0.rwionetw.Www.snl N.on 1.99*.a.1 Truss: ,15 .1 Woor.pt tal.......... 694660 9.969.Appiuetwwwf Amon r...afor.•,4 VW, 'tS` .4A "'VA-7p,OREGON "• .......,......40.nesp,..i.i.4,1,..4.4114.9".• .7 461 2.0.0"nowaxn,snw Rs...D.4 6.99.9.to t•lalvah O..40 5)44... RY AS ‘e<, • J.M.Seenfal Po...my enc.;xi rwon smite,girMeensinwIAR Sac and st Mac mwonowRoni.s.traoidynnuotwirtinoriononto xt ro...C.Obally ilf Ito 4.05,041,1tmul pmeri lonntAN of 'I cal.ats......t.ot oh....9.999a)...9919.919Cl PA U L C;\ DATE: 11512015 ! 6..ewilerotoofts6Th tray hal.)A.V . S.b Oro..4a.Of tolorott.t.TootHiwintwo.Hip*.. SEQ.: R1296505 a Na OW Vv...01.N Pel compawrI vat OW al amonta osd 0 1.1•11.99tof Ism to O.m.o.*o r00 Ntx..•t.trookr. S.19..........I.N IN waft it.nototetwas.NW** finteson ire con..tot*now.extid soy W.pr..6. .9.too stne 9.1199.a f utoot TRANS ID: LINK 4.401.4.tof Opal.Stt oft ay... IStroiss J1691.,sq iithhutpient.wows sr.,or ww.14.I St Ca..T.MN.catarta 9.1P4...Ns or...ft fr. 6. 9.1 EXPIRES: 12/31/2016 .... 09199.0,.1.469,..40..196.1oloss tof otwatosot. 9,9...4.99.9.69.61.6.Oft OW ai July 9,2015 , I MI.. . . ..J,..•horat. .. ..1.119.....IN A Vio..611 Ng lb..on baIN ON.of mos,.1 p1o.)44.1,V,..9 tatvoma.o P633 cap,.ot....,,,,.6 be 0ir4101..1 ulavi mttpaost b.as..4.0.port eat... 9.0001s.41eoHwiw otpartror net. PAITek USA Ine/Complann 500n00.7.6.0(11){ lo Ito bow co,..40 ft.%dolor........ESR0 31 I.9 SI.960 4.1.) t t 9 t I This design pr*pared from crn-nt:t.:r input. by GREG AR.IEL 78000 2774PiR EPF IFIcA-r/uIO 70022 Sp071 1'- 6.U' -[ 2,4 DF AIIDDR IRC 0012 NAX NENBEP Fo?CEA 4WP/c,PF7-h^1.17 SC: 2,4 DF.li7TR :.CAD blt100007, IkSCAEA.',E- 1.15 I-3. Al 43 7-40[07 3 3-,-R_g77 77 HOO 2x4 DF 370117 `PACED :4.0" 2.12. ."-]-i-617 0 LOADI7NG ^C LATERAL 01TPPORT <0 17"CC. 'JON. 717 /17,.l7•DL7 7.07 CHI TOP 0771RD^ 72.0 Ob1 BEARING HAM VERS PC LATERAL T7PORT :700. NON. 1107700 :.A; N!JAL RECJSREb *RG AREADL 377OTTO0 CHORD= 10.0 p.71 00CA7707:S 7,70 0040710:70 REACTIONS S/07 5,2./N. 7.77rt7.1E:7 CVF;RNAtIGG: 52.0^ p.C" 70707 LOAD- 42.0 PGF 0'- 3.0" -30/ 3170 -2/ 300 5.53" 0.51 DF 7 6157 3'- E.0" 0/ 129V 0/ ^H 0.0. F r" 3.:: D 0:5 Snow: ASCE 7-10, 25 PGF Roo! OnaH(Pol 1 Ce-1. C*-1, Ct-I.I, I01 VERTICAL D7107.0 :1071 LIHITA: LL-L0040. 7L00L1190 LIHITED.STORAGE PCES ISOT APPLY DI7E TO THE APATtAL MAX LL I,E1'I.- -0.00 P -1'- 0.0'' Allowed ^ 0.108" RE[LIIRID{EH12S OF IBC 2002 ARU IRC 2072 7107 001770 Y„7. HAY, TL CREEP rest ^ - . 07" _t -1'- ,. Allowed " ..1.3^ ,HA% TC PANEL r,7. DEFL- 00.000P" ? ••- 0.1" Allowed - 0.:8'^ 007704/CHORD CHEC%ED FOR 1005E LIVE LOAD. ToP 7700 9C RAt7Ei. SL CEFL^ -0.031" 0 2'- 10.9^ All oved - 0.I60^ MID 0071044 CHORD 7107 LOAD' ACT!ICN-CCk:C11RREN7LY. -06 FAN HOAR.. LI. DEFL^ 3.090" 0 3•.. VAX HORI2. TL DEFL a 0.00.0" e 3.- 12 Wind: 120 Aph, 0^16.900, TCDL-4.2.001L-f.0, 000E 7-10. 77.00 C- 7471 4eighrs7, Enclos*d, Gat.:.. Fop.B, 770007D1r7, load duration factor-i.e. 70000 des toned for wind load, in t.hr plan. o, Oh. truss only. 71-1.5x4 -0' 1 11 f ... , i1-2.504M-1..`ix4 1 I r 1-773 3-005 0 PROF c�,..0 NG NFF'�ssla cv 'w `r 89782PE vr. JOB NAME: DP PORTON PLAN 0112-A- J, LY..r+ ,,,- , Apo._. 0.102E i� /�, n.ama9: OVIIR*tH070s. ..w.a.a..Awara d' u Truss: 36 - r,ew«.r..r.r>.*e.r..d,,,.,e,#,a,.r,..®.rap..wprrr. ,,*rwa.•v'raw•^7w.narw,.•.r.rw..rtwr..r«.r�a....rr OREGON Otih 1 .M..rar Wm*«..dare*re"••.rtcw anM•y rr•.on rea.e..Mp..5*Vr 0vurw.n.*.V..*+ 3.hlm05014. seb**tbtrq Ps I***el* Ynww.. 1.014,•,bn Of40.0eaw At M MrMp.MO.tr Mr.bu#AM Arvy, ,rr��1 I 1+G'1.R i 1S �� 9 Adt.a*MN-Qer.ry baeFgr awn MVP*n..y ae*rRirHb* 2.NO?,raw.tM lap m#Dear.tYSA.r a WeA#/rAa.N "91 J',ft++ *I.re10.4r4ry OP*entre,.4400.*4 00.4.4,DAC re.e.V1.Y1ae0r..pa.r.+t/wNrw brw1 eng,...#t..•M*ptr try , PATE: 718/201i.. *re.enl.en wr.xs.m,.„..e#,et M.WIN 04 a.rq st i„^powe*1°'o I. J"aF-o.e3440400(551.rwe•w0.44SCi PA UL f1\V 9.?f1..wto•V,at Wend brag I.a.se.*.•.eM.*"• I^" ` `' 1 SEQ.: K1296506 ..r..r.ewwb..AR 070000.9w,.Nwa#waI.000R.oe 0****„etbwe.nb» 0e*reta.r..e.cr»rc,eAtro.. 40..00004 04.w.la*...Mw.n,b#.7eVet bW* 5,w.gn,i***Ives*Iry r aw..4* r**.,ert.,Am.11.4 TRANS ID: LINK 1 **rift*04***4 w vr«.e.*.n. .M r.kr ce.e.w•.rw. I 1. fotr.a.rate..,r.r.„„ato atom .be0* °� .as.^,.r.....^..^^..�^M�.#„r EXPIRES: 12/31/2016 re,M.w,.*•'•�'3,00.4*P40H, A et ttorlonents, i,•••• T.at t oar. July 9,2015 r 4.Ms ae r.r4.r.a.a r.e.eroPo,o40.0«v.n.rra.by 4....bare wn fillfw0w.f lv.t.,1 Rae.ewbw a,e.. rMWrC#..bCS7,sap*ef*PM.at At*now*We*..a..+. Irv*ee**Mb leo#a...r...r. ROTOR USN.Oe0)CempuTrubS 0...o. 1•E T.6.Ti1L0 DI*e»nr.Ye at .w...e t4.for Wit torneete r p4r.orlon e.b,ir re.4944511.03040471407 1 Symbols {____- Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property /4 3 - Center plate on joint unless x,y 6-4-8 dimensions shint xteenths f iDrawingsown not toft-in-siscale) Damage or Personal Injury offsets are indicated. Inman Dimensions are in ft-in-sixteenths. IINAL Apply plates to both sides of truss 1 2 3 ' I. Additional slobilly bracing for truss system.e.g. and fully embed teeth. diagonal or X-tracing.is always required. See BCSI. TOP CHORDS NIIIIIIRIERIIIIIMIIIIIMIIIMMUMMIll 2. Truss bracing must be designed by an engineer.For Q1/Ti. 4 wide truss spacing.individual lateral braces themselves i may require bracing.or alternative Tor I E bracing should be considered. = 3. Never exceed the design loading shown and never /111911110 U U slack materials on inadequately braced trusses. 0- r , O liZiligliilli 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate cr x Ce-1 c .- designer.erection supervisor,property owner and plates 0 'Az'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 I 5. Cul members to bear lightly against each other. 6. Place plates on each face of truss al each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint Y AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI I.,� required direction of slots in 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 ANSI/TPI 1. 'Plate location details available In MITek 20/20 NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber software or upon request shall not exceed 19%at time of fabrication. 1 i PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not appicable for use with fire retardant,preservative treated,or green lumber. PLATE SIZE ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the responsibilly of truss fabricator.General practice is to 4 x 4 width measured perpendicular ESR-1311,ESR-1352 ESR1988 to slots.Second dimension is ER-3907,ESR-2362.3ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size.orientation and location dimensions I indicated are minimum plating requirements. i LATERAL BRACING LOCATION 12.Lumber used shall be of the species and sae.and 1 Southern Pine lumber designations are as follows: in all respects.equal to or better than that 41,"? Indicated by symbol shown and/or SYP represents values as published specified. by AWC in the 2005/2012 NDS by text in the bracing section of the SP represents ABC approved/new values I 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing with effective date of June 1,2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing al 10 H.spacing, or less.if no ceitng is installed,unless otherwise noted. BEARING , 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior 4kI (supports)occur. Icons vary but ©2012 MTeke All Rights Reserved approval of on engineer. reaction section indicates joint �._. - - 17.Install and bad vertically unless indicated otherwise. number where bearings occur. ._� Min size shown is for crushing only. x 18.Useirot nmenlal health otreated rperformancerisks unacceptable wtn project engineer before use. Industry Standards: ANSI/TPI1: Notional Design Specification for Metal 19.Review alt portions of This design Wont.back.words and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSB-89: Design Standard for Bracing. ■ a 20.Design assumes manufacture in accordance wilts Guide to Good Practice for Handling, BCSI: Building Component Safety Information. Ilim ANSI/TPII lem l Dually Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev.01/29/2013