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Plans (73) ,,,__z__,,,,., � .: :::_,_,,,,r,,:„:„:GABLE1:4 *, cam` rl ''-,3S--. G ' � i. ,,,,:-.„--,;„ -,,,zo o�oo _ __ ' rs � 5 41_, iSPAA/-- , = ��,. 1 Q . . i PLAN Ai/TaN 12 :. � �.� , � PARC RIGHT j _ . 1 1,....,L,.,__. . �Vl cr � &lb: ViI a, _'LI f � Cif '' t°d 1 1 tP /fSf P �� $ ' =J _ tt. i s/12 PITC (MA/A0f 5i1 TCM (POR I )r. ADiii,p,_. ,,. „ ____ __r_r a 7 - X /------- - / ' i 1 1 i �. . gRIE ft i �, iiii WA/ BY: ' =� ff.: (360 L TRUSS CO y 5?4-7333 INC. qBL ...._ 1 i p (t) � I /''''' KE�INIE NpE 0 k QAC S �i Vrp _ 7°8-ao 5`s 1 LVSZ4H: i ,:c. _iz , --) PER GAg __,: JACKS SPAN LE _---------- - _ _-_,„.i 11,7,,,,\ 0.R. V‘Ofkl.014 ....:', \', PIDEkCIAl-efl' ------;7„.2--- --:‘-'";:,,---:".- , t--- , -- \ \ \\ \ _AA W- \ - - k \ \ \ V , 0 ,\ _ _ _, ......., ----,-- --,-_- - „,-- - ,,,,, _ ...., ,..._,---,_-...,-_--- - 0,..,5 00 c:G5# _ ,. \-- - --O.- - \\- , , \ \ \ \ \,. \ '''-''''-----------'1'\:-----' - _--- --\.\--\ \. - . _ ___________ _ ,,,,, :1/401r01-51.7g4-?7::::::111:• - \ \ \ ORANNI4 Ve. 0:440-04C-)S o \ , \ , :1- - -- -- -- - - ----'\----'-- ''.- \ , -, , \ ,,., \ \ , - ) , ' ' -'-- --- ' 1 \ //v.""". ' . s' -------- ='---------'---- -1v4--- --- - / .\ \/\)57 Ivt\ - ---- ------ -- s\ :\ .\ ___ „ V, , .....---- -___. --__,- ..t- \ . -1114 . GA 1- , ‘'‘,. .,_-_,..4,--__ -._.2---!;.4.---- ---t----- . , , - .‘st. ..*„._„--'--\--- --------,, ---___ 5-6 JAC‘<$ 3... 3ACO .., u\_.?„ _9 1e-01,13-0G0 ps\Le svi,34 GABLE a" r ; D.R. HORTON t F : PLAN A112 B i ` , 20-00-00 i. ` PORCH LEFT 41 i SPAN j ' 1- E ' � i . I 6/12 PITCH (MAIN) 1 , 5/12 PITCH (PORCH) I i 1-0 O.H. : - _ 25# LOAD CD ._ XX 25 0# DRAG rf Ii ARIEL TRUSS CO INC. (360) 574-7333 1 DRAWN BY: i KEVINLENDE + . - , 1 10 1 F '6.)! Ii 1 I GABLE Li 5-6 JACKS 3-6 JACKS 7-08-00 UPPER GABLE SPAN P, MiTek 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: K1296507 thru K1296515 My license renewal date for the state of Oregon is December 31,2016. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. cze 446' 89782PE <' 9 OREGON ON �1,,s, G4Fry 15 `L�QR 'AUL - XPIRE 172131/2016 July 9,2015 Rivera,Mark The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. 0 , This draidn prepared fror computer inrot by GREG ARIEL TRUSS LUMBER SPECIFICATIONS TRUSS SPAN 20.•- 0.0' /11C 201: MAX MEMBER F2PCE1 410R/GDE/Cq1.00 TC: TA4 Dr 0140TP LOAD DDPATIOO INCREASE - 1.15 1- 2-) CI 50 2- 8-(01 1078 3- 8.1-351) 105 PC: :x4 Dr 4414ATP SPACED 24.0" o.C. 8- 6.M5) 1018 R. 4-) 0) 193 WEBs: ltd nr nr4:4D :- 4-t -5754 22 8- 5.4-3514 105 LOADING 4- 5.) -915) 22 TC LATERAL SUPPORT 0. l:'OC ODD. EL( 25.01eDL4 7.0) ON TOP CHORD- 32.0 RIF 5- 64-129E8 50 PC LATERAL SUPPORT 0. 10.0C. ODD. DL CD BOTTOM CHORD - 10.0 POE 0- 7n1 31 50 TOTAL LOAD . 42.0 POP OVERMANS:4, 17.3' 12.0" Snow, ASCE 1-10, 75 PSF Boor S41n0w(Pnl 81'gS MAX VERT MAX 8009180091PRO RECU1RED SRC AREA Cs^1, Cel, Ct-1.1, 7®: tit0... REACTIONS REACTIONS SIZE SC.1.41. tSPECIES) 4.- 0.0 -3 / 5540 -71/ 7198 5.50- 1.53 Dr 1 625) LIMITED STORAGE DOES NOT APPLY MK TO THE SPATIAL 20.- 0.0' -39/ 9540 0/ CH 5.03' 1.53 Dr , 625) VERTICAL DEFLECTION LIMITS RECUIPEMENTS Or IBC 2011 AND :PC 1011 NOT BEING MET. i LL.L/242, T4L/IB0 BOTTOM CHORD CHECKED rox IDerr LIVE DoAD. TOP MAX LL CEFL - -e.002. e -1.- cho- Allowed 0 0.100" AND BOTTOM CHORD LIVE LOADS ACT NON=CONCUREENTLY. HAX IL CREEP BEFL.. ..0.003' e -1.- m' Allowd . 61.113" MAX LL TOOL - -0.030' 41 In'- 2.0' All3wrd - 0.454- MA10 TL CREEP Drrt- -0.053" 41 10.- o.o. Allowed - MA1) LL DErt - -0.002' e 21 . 0.0' Allowed - 0.1601 MAX 11.CREEP Dm --0.003' e 21'- 0.0" Allowed 0.133* MAX MORIE. It Dcrt, - 0.4)46- e 19'- 6.5' MAX P8/RTZ. It OM - 0.026' e 15 . 0.5" Wind, 120 rrh, b-I41.1ft. TCOL-4.2.0C2L-6.0, ASCE 1-10, (All Heilhte). Enclosed, Cat.O. Exr.B, MierRSIDir1. load duration factcr.1.6. 10.0010-00 End vrrtical(s) Or. exposed to wind. A f - e T2,113 deniv,rd fcr vind loads ,5-DE-1, 1 4-02-0!, 4-03-05 15-08.11 in the 91.990 »f thr t0189$ only. f 1' ., f f 1212 liti..4X4 0.00 [;;T '‘ )0-00 44.0" w 2.0' M-1.5x4 M-1.5x4 :. .e 1111114111111111111Nlh' 7,., c c 1 , = ,..., 5,, i .. ... .. M-308 il-no M-2.,x4 SO) PRQF, 13-00 „., , -/A 1-00 20-00 1-00 4/ Ct. ,89782PE T- / ' ,' JOB NAME: DP HORTON PLAN 0112-8 -Al7:0a14: 0.3126 WAS. 943/ERAL MOTU, 949.et*.OWIPS I to. e_94,1599 and me.,tentredar 9.919 by.1..9 of MI Ocioni119999 I,194 tiovvn is Wad irri9c wen ina pen...ft dt.son and iii tor...11.6.1u1i ye_1:1,OREGON Truss: Al 9,91V99,99419 Wen aindnitZon Mon. 99999ig terowinan,AiivicItiiy a dew.ivenr.fors ond repel .....4 Ai et, tz... 2 219 cenip~vdli bnising wool Imo.9•11.1*et six."9. -Y 2.DK*erk9999,Ina lop and 9anion Ow*,to to talentf friv.99 ge 0514.. 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S 6/Il; /007,7- ACOCI /ICI- .0'0 -.0 '156= u acN ZiaZ 311 ONV .7101 aa:JO canaina1aD34 (Ca:33Jc} '1.1'0,s 1310 CNolaaVad ONOICand sUOILY301 IvilVds acl 0.1.aaa 1,734v 10a Saaa 30V641Is QUItill Vally aHs 77V170341 0416 2604 XVii a413A XVii tINICYCE .00 -.01 0 S67 S'/V -10.77 =03 aa :70av 'ct ..p .tys ..7o; paacpTrucD JS 40 ).11-01 NI 1N441 'I-*O 't-va cctAq a.srt; cprot ct,Tt pc.c4rirquo rti tkica-4-0I-6 IU/ Ic.a.JSJ sa 'ar-L 3DCV :AocS vi.-: ( hl-4-6 -q co'Zi :ccaViiVa40 st li4101-4.. -4 JC d il'ap . aVol 11=1 cat LI0i- J-6 -et tit, (cE- ;-t -V JCJ 001 - 0C0ila NOL10a No la 'coa '33.ZI -v 1404411; 1/42161 DC 9tE CO l.tT-S cSV 47c- ;-V -i 4J0-ZE C.1101.10.10,1 NO i0't 71a..0'cZ )11 S41C4400 1/62LY1 D.:. :0C:I- =L -5 GI., ( Øj-1 cS -r nalatteal ',!cc.: L..6- )-ti-0t LS;; tSI-i-01-CI tOZ teovi-ict - 14//I.0J0 tv/ :01336 OtC tO (-2, -11 0ta isS6- I- 1-;t IL! ( SLI-I-S -t '3'0 co'n 433Vac VIVITO 34] VW. :Da Cvl• 4109- -.Z.I-C LSZZ iSt61-i-ZI-; 07 to 1.0 -1 WI - acVadaNi COLCV640 evaa V.:VAIN Ja tx:" :za 00-1.4.0/309/Iiitt• 4114103dial= XY.: Z1OZ 3111 .00 -.01 aVdc 4141415.1 1441ICYD:4117740 sasaaa 1/lel, 1316V Diva Aq :nduT ..andcos,i5.3 pa,V442d 46TU4p .341 LUMSER SPECIFICATIONS TR877 SPAN 201- 0.0" SINGLE MEMBER FORCES 7C: 7x4 DE ALISTR LOAD DURATION INCREASE - 1.15 1- 2- 11 2-12- 121i 3-12., -7/5 IC: 1x4 DE 4145TR SPACED 24.0w 0.C. 2- Sn -1441 12-13- ?T0 12- 4' 337 REPS: 2:44 OF STAND 3- 4- .,.113.4, 13-19- 1216 12-13n 972 LOADING 4- 5- -945 5- 7, -142n 7C LATERAL SUPPORT n. 12'0C. CON. ILI 25.01.0L1 7.01 ON TOR CHORD.. 32.0 PSF 5- C., 409 1-13' 302 IC IATERAL SUPPORT s- 120102. UON. DE ON 301TO0 CHORD - 10.0 rsr c- 10 401 13- 2.- -275 TOTAL LOAD.. 42.0 rsr '- 8. -945 oVERNANGS: 12.0w 12,1w 8- 9. -MS Snow: ASCE 7-10. 25 PST Roof Sn7w1Po1 1-10- -1441 Co-1. Cnnl. Ct-1.I. 1-1 10-11- 0 1 ADDL. SC OINIC LL.DL- 32.5 ISS 0 101- 8.0" BEARINGS LOCATION REACTION SIZE 3111 AREA 122. 13,1 2500.00 LSS DRAG LOAD, 0'- 9.0 F71 5.52" 1.39 DE 2 €251 211.- 0.7" 171 9.98, 1.39 or 1 E2n) Max Calculated Uplift: Lmit - -101 Right - -101 • Truss: A2 This sheet shows additional bad case(s)for Sequence Number 1(1296508. DATE: 7/4./2015 Refer to original seq.no.for all details. SEQ.: K1296508—L1 TRANS ID: !Mak USA.tn r.JO a r n p 0'n n Sofhwe7A1-SRZ(21.),E This di.,i nn prepared f r ors computer input by Art,APAT.:.TRVOL' LUMBER OPECIFICATM,N2 :PUSS 'SPAN 2.1"- 0.0.. wind: 120 •ii, h-IS.11t, TCDL.4.2.PCPL.,.0, ASCE 7-10, TC: Ti1 DF 31537R LOAD DURATION INCPEA2IE - 1.15 (All fistghtsi, Ens:loss-1. Ont.:, TAT.S, ST4FAT TNT]. PC: 2x4 IF olokTp SPACED 24.0O.C. 10ad cluratitn. timstor1.0. End vsstil(t) at- rxposeti tss .1r.i. SC LATERAL M'P2ORT c' 12.`CS.I. UnN. LoAeltm Truss 3133313033 tot wind loads PL LATERAL 20H.: ,- 12"55. Co::. Lt.( -2 .0)+VI.,' 7.01 ON TOP CHORD. 32.P PEE In the. plans of th. truss snly. DL ON BOTTOM CHORD. IP.D PSF TOTAL LOAD,. C2.1, Pr.f able .ntI truss on continuous Pearino .111 1110. Snewi ASCE '7-10, 21, PSF Roof Snoutps. -1x2 is ••qu 11 typical at stud vertical . 1 53.1, C--I, Ot=1.1, 1.1 .sf”t. to cbcpuTTLIA g Ale .snci detail for sc,nnIstw 'p,-ct t 1 cations. LIMITED STORAGE TPS NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IPC 2017 AND IP 5 2 012 NOT sr.ING MET. BOTTOM CHORD CHECKED FOR 12P2F LISA LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NTN-CNCURATITTLY, 10-C10 f _ — , ---r 12 12 I 111-4H.. ' CC [3 '' A.Co A i 1 , 1 , , 1 . I , I , i . 1 , I I i 4 1 ' 1 .,„_,_„. ,L or 4.44 IT s 111V,e,,,2244ZZ.Z.C.Ze.,"zz.e.e..t..t.c.izzz,zi,,e e Izz.e,c,...ez Ace Ar..esr.ow .r.r.orgolnee.A.- Ar 4,4001,7 0 4,45,02, Ar .10:405note 0.910 0'.e.v...,Ard,...,_ ,.r... IWO AAA, irJ2-,...,.., M-2.5x4 PA .,,,sto ores ot L--- AS' ,-897 82 P E 200 NAME: DP HoPTON P500 A112-A - Al 2,313: o..irl ,, ---, x , wILIMINGS: elialtALNOTtil. 331,3 313353.•noted 1 .,2, '7 3.34193 333 one3.4 3333313•333113 te 3.3.3334 31 MI 03333 N33.3s I.333 desqn 4133343*333 313 943•33333 43333,ant 3 33 an 33334331 S.-74,OREGON ,z)' Truss: A. 3,3113,33,3 Ws,COPOIleill,ton.4.4.41. 35133331133393333.399333,91,319,303 33/333539 Aral 193333 .ntemos.S.4.10.,..i..ore*Ow fropon.birs,m.Wide,1*3433 2 233 333,333333 k.9.33331,I,LId be 339393313.3roft 3.331 3. 4/4 5 : <ir -5:4A1, PY 1 • Z.313.133 359.3333 133 933.3 9313333 33331 la 63 93331,13334 31 I 3 139313,33311.39333,3.33.1 hp 333.3.*AMY 43533 9353333,333 r.e.AAA ot ICI•K.,11..10(10,uniest 333.9d1333303333 933 3303 1, 3 93 romeAsibAti 9193 03313.3344333331 Now*,tA•Atino of strise...usv.mrq....cnespkrauxisH.Ens+HTC)1Hst,..11.01,4F PA U L i''C CIATE.;: 7/s/2ns AAP Ma 313331333 3 33 3,93314393-3133 13313139 destrer 3 1,333391 01.3.117 WM,1.0.11.M."0 AS•••AhAA,•• Fj SEQ.: K1296509 A ti,bob tAeAll A.AWN"te 33133•399333313331 Ow 3I IMAM 331 I 13.13119333 of IN.is 93 3333333933,3 Rae 3,3333933 93335333 33333,333 33,103 ard 033 It.11341 3ny 13903 3333 r.,1 S.03,333.13,333••3533/33 we Vet be 4/..2 it NA,KAAVAAAW 33333333/33 TRANS ID: LINK ItMp bum Ho wiNdt.333,33333333 arid us ler"3,CIAAANNAr AV uble A NAVA 0,..P.A kJ ANAII At Id.11,ApAArt WV.,VA,.0,A04{1. 5 tORMAISTMI NS AO Atk.01.91 OM*MOAN.AteetrAibilAf AN AAA AtAIIIA Al A•bALOAti.AOACIAA•A,'Mom..And insbIletc.otooVa.,A.A i EXPIRES: 12/31/2016 7 133333,WARMS oeWmptor encAseq•3 333331331 . Th3July 9,2015 3 335333 1311333311.933%Me Immo,*3331333 33 PIM.333413 133333 331333 fee.033..333 33.3933 333 33331 331.3%1GA 339531.33333.13333t MI bt Army,*AMA AhlUtit It..3333133 341 033 3393 Ion 9053,1333333 see 91 3403 13 133. 1i lAiTAlt USA,11133.3C39313ams Si3133399 7.45.1(10-E .m.33 box•333,3139133 333:933313333133 33R-1311.tS/3-1331 03101 1 a • < This design prepared from bemputei input by GREG ARIEL TRUSS LUMBER SPECIFICATIONS TRUSS SPAN 20'- E.0" 1PC 2'012 MAX MEMBER FORCES UR/GCE/01.1.PP 'SC r :x4 OF sliBTR LOAD DURATION INCREASE- 1.15 1- 2).1 2) 50 2- 2.(01 107! 0- 9..1-151) 105 PC: 294 or 914ATP SPACED 24.0"C.C. 2- 7.1-12901 50 9- 6.)31 2079 9- .1..f 0) 9.99 WEBS: 294 or STAND 1- I.( -975) 22 0- 5.1-35E0 105 LOADING 4- 5..1 -975) 22 TC LATERAL SUPPORT <- 2"CC. CON. LL, 25.0).011 7.0) ON Ta?05350. 32.0 ase 5- 0-i-120E) 50 PC LATERAL SUPPORT <- 12"0C. von. DL CN BOTTOM CHORD- 10.0 asr E. 7-; 01 50 ToTxt,LDAD- 42.0 asr OVERHANGS) 12.0. 12.0. Snow: ASCE 7-10. 25 tESSF Roof SnowilEs) REARINO MAX VERT MAX HORT BRO PELDIPED BAG AREA M-135x4 or equal at non-structural C1.4, c -a. Ct.1.1, 1.1 LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. :SFECIE51 vertical rerbers (non). -39/ 9540 -71/ 719 5.50- 1.53 or ( 925) LIMITED STORAGE Dots NOT APPLY FOE TO THE SPATIAL 20'- 0.0" -39/ 9540 2/ I'll 5.50E' 1.53 OF f 41S) RECUIRMMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL-L/240. TI-L/190 BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP MAX IL PEEL- -0.002' 3 -1'- 0.2" Allowed - 0.17'0" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURPENTLY. MAX TL CREEP DEA-4,- -0.0oe- e -1E- 8.0" Allowed - 9.133" MAX LL PEEL). -0.03ft e le.- 0.0" Allowed - C.954" MAX TL CREEP PEEL., -0.093. e 15'- 0.e- Allowed - 1.272" 7100 IL rem- -0.002". 2 21'- 0.0" Allowed - 7.127"" MAX TL CREEP BEES.t- -0.003" 2 21'- 0.0" Allowed - 0.133" MAX 90024. LL OEM- 0.01!" 8 19'- 0,5" MAX NORM TI. DEM- 0.026" e 19'- 0.1- Wind, 120 rph, ti,)19.79t. TODL.4.2,RCOL-6.0, hcCE 7-10, (All Heights), Enclosed, C45o2. Exp.10, RWERSIDir!, load duration factor-1.6. 10-1IO 10-00 End vorticalill are exposed to wind. , f Truss designed for wind loads 5-09-II 4-03-05 4-03-Os 5-08-11 in the plane of the truss only. 1 , f . 7 f 51-2.3s4 or tqual at non-structural diagonal inlets. 12 12 C.Z)01M444 271 "oz j c„Da ,4.0" .- ON ., .1. ] "-I.5x4... 14114144010. I .. „..--' 1 1 , , i -{, „,.. 1 ....- t -,... tt. , I :4-2.5x4 M-2.5;44 14-3248 1 P R oppe, ;<V"(" .Aie7 k-,.., u,-, 1-0D 20-00 I-0 10-00 ID-00 GIN '0_4> I _____ ,, r::.....--T `10. u ,- •ra •-c- 89782 P E r ..., . JOB NAME) DP HORTON PLAN A112-B - A4st..A1,,: ,J.31:: ' '' ''--- / .,"7'1 ----- ......._ C., 4, i WAPWINGSt I.P.M.,..1.......wawa.Owould.*Wow.eat Coonenot Nen. GENIONAL NOM, trans taw...WO 1.25.Fn..*...1.01 ad.eno pon..orn tere..1 6.IN an...WNW 1.;,/e OREGON Truss: A4 buoiong torwen.4.dawdeaNdy 61.00.ddr000nevoa ard pap. 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I tab,s,sism,hordihrq.ave.,*ilnd.1".111.1...1 el coVr.....N 6.Inn*nor ot MY...Awl.10.lante.o.Nolan.by 3731.224 10 et,51....0 W..144 be knonnad wean maw. 7.N..am..*dada.Wan..ow annodatt t Awns Nowl be besot,,,W.Nees OM..and pOsand la awn e... In.wind&no.Noodowntebe,.. July 9,2015 S.DI"vdce*.17.at AO.in turt.t. I 1 Wolk US.k,IntiCorrekann Soto's?.7.6.1(10-E to.F.bona...ed.plods diWoon F...owe 23.11.1311,FOROMS tanTeil I i Thia demiln preparnd fro,computer innOt by GREG ARIEL TRUST LUMBER .IFECTFICATION3 TRUSS SPAN 7.- ..0.• Wind: 120 mph, h-17.1ft, TCOL.4.2,0ODL.E.0, ASCE 7-10, TC: 7x4 OF 014RTR LOAD DURATION INCREASE . 1.15 (AII Nelahts), Enolomed, Cat.2, Exp.P, MWEPSfDit:, EC: 204 OF itIchiR NPACED 24.0O.C. load duration factorwl.C, WEBS: 2x4 OF STAND End vertical(11 art exposed to wind. LOADING Trusm designed for wind loom IC LATERAL SUPPORT <- 12"Oc. DON. LLt 25.01.011 7.0 CO TOP CHORD . 32.0 ACF In the plane of the truss only. PC LATERAL SUPPORT <- 120C. 000. IN. ON BOTTOM CHORD . 10.0 PST. TOTAL LOAD w 42.0 PSF Fate:Truss design requires continuou, hearing wall for entire span DON.] M-1,5x4 or equal at non-mtructural Snow: ASCE 7-10, 25 PSF Roof SnowtRal vertical r..,bers iuonl. Cm-1, C.. 1. C1-2.1. I-1 LIMITED STORAGE DOES NO:APPLY PVC TO THE SPAT/AL REQUIREMENTS OF TEC 2012 AND IFC 2012 NOT REINC MET. BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 3-10 3-10 1 f 12 12 6.02 [7' IIM-4X4 34.0' , I I i 2.ir } i i I 1 1 2 i 4 I . 1 t ;_ rTP—wladlljilliat-O-. 11 0 - /.04129210r Air AWAIMIZZOr Ari0251, .41r_f _42, APIKAGIrAr 42,02 1 . M-1.5x4 Ex4 11-2.5x4 ---1, 3-10 3-10 - .1, A(c., PR OPE-6,, 1-co 7-68 •1-00 01 GINE,e• uz, 44, 17 4,t- ,89782PE , — ‘ w.OP NAME: VP, HORTON PLAN A112-8 - Al 5ca1e: 0.010 WASOVIN(2.14 eithltlIAL.MOW* .............. Co.. --- '4 Botta and ereeesten dentesdny 41.114 to Woo.al AI Geo•W.4. ',Th...olf.,....44 WOO*.tot..........e..1 44 OA INN 1.14.61.1 : - OREGON 0.• Truss: 81 ofd Watrowo Coto*toWnoltsetao....• Fuld.*tiedr'reeetei elpyeketb&ty*f*weer toretwom brol leeley. i 711t.ye rte. etZZr tottypeelftee e*tevey*Wee*Me thee my.rstbaly eV.WWI**&dray 4 I 24.4 42***Ife**Yen oott...I owl to ottollod of 4,Ow, t 2,Cotiot.......to bo it......then%et de bee*PaRy Snood*I 1:9,6.4 P Y A 5 1 Ottlitorot*w.f.,tosetto to Oson WWI Itoo*C4.41,40. 1 'I NO 7 6 A,Ped it FY 6,4 ne-ideddiely uniett br.o.....44 too les.to is ett.rooppookay of Oto coot,4411.6.4 pow.,broom at sa..........01.....4.....thiottnt 11.4**44,410411C) PA U L 0 DATE: 7/8/2015 t...ey*YMI Unederie 414 taranil*Pg 0#1,*lortfOnO 4•49. 1 2.loped tottpoo,Woof boom tool..*Fe.Id.*•. SEQ.: K1296511 ..1,4 Nob.to wolod lo tot 1104.***•411 tall*V.el bnolot trot *lodsteof Of Ito.Mt to.......244y 611.•hy*****e.d****etese ft..,of row..HO.I.Ono Vould oft ImIs'MON Tin S,De****0.0.s Imm*on Pe be us.*Ft*yeaftecaYryliene yoreremony TRANS ID: LINK No.lot.to awitott le off to....1 ond to.W.,......Of too tk D.t..tn..,.........0 el.woo.......St.,wool.4 &CY0,047,40.hos no tonitol ow tot otwoot os evepeieliteery tor Pt e EXPIRES: 12/31/2016 ,...„ Ist....n******4 lAyynrynt and erAtalkton*I yesercelNerees. t Ow.ow,.WWI.w.f.90 ft tot.... July 9,2015 R.T.0.......hol sub.,.f t V*Itontone MI bete Fy b &PUMA Otol to tooted of ed be**afteen&aes2 Ow. O vs W... 7,11117C.*to OM coo,.tottrof sot be tom ...... Ono woo*olth jo,14.4,two. MiTek USA.IneiCempuTrus SoNwe 7.6.71104 10,to Woe mood,P.O.do.W,Wt.4.13.14311 r3R493.5 tuarto . , Thee desidn prepared from commuter input by GREa ARIEL TRUSS LUMBER OPECIFICATICNS TR1733 SPAN 5'- 11.0" IBC 0012 MY MEMBER FOPCE5 4W /GF/C ..00 SC: 2x4 DF 014P7P LOAD DURATION INCAEA5E - 1.IE 1-2-t 0) 43 7-4.(01 0 RC: 2x4 DF s14112F SPACED 24.0" O.C. 2-3.1-T0) 17 TC LATERAL SUPPORT e. 12.0C. UON. LOADING P C LATERAL SUPPORT i•- 12.0C. UON. LL( 25.01.SL1 7.0) ON TOP CHORD . 32.0 PSF REARING MAX VERT MAX 0017 ERG REQUIRED RRL AREA SG 0:4 BOTTOM CHORD .., 10.0 RIF LOCATTONS REACTIONS REACTIONS SIZE 20.27. (SPECIES) O VERHANGS: 12.0. 0.0. TOTAL LOAD .. 42.0 PSE 0.- 0.0. -23/ .181V -4/ 5em 7.57- r,..c.:. DE ( 1257 S.- 5.0" 0/ RSV 0/ 014 2.00. 0.1E DF Snow: ASCE 7-10, 25 PGF Roar Snow(Prl 5'- 6.0. -32/ 140V 0/ 70 2.00. 2.24 DF ( 4377 On-I, Cr-I, CR-I.1„ 1-I VERTICAL DEFLECTION TIMM LLL/240, 71.-Lnec LIMITED STORAGE ryou NOT APPLY IDE TO Tim 51ATIAL MAX LL VEIT. - .c.eoz. e -1.- p.c. Allowed . 0.177'- RECIIIRDIENTS OF IRC 2512 AND 210 1012 POT BEING MET. MAX TL CREEP PEEL . -0.000. e -I"- 0.0. Allowed ,,,, 0.133- MAX IC PANEL LL (C1'L . -0.037" 0 3'- 1.E. Alloyed . 0.331. BOTTOM CHORD CHECKED FOR loPsr LIVE LOAD. TOP MAX IC PANEL 7L un - -0.060" 0 3.- I.E. Allowed w 0.503. AND BOTTOM CHORD LIVE LOADS ACT NON-CCNCURRENTLT, MAX BORIS. LI,rem,- -f).eno. e 5'- 5.0. 5-06 MAX MORI'S. TL trim - -0.1743 5 5.- 5.71- l' 1' 12 Wind: 127 hph, h-17.3ft, TCOL-4.2,PC6L-0.7. A7207-10. 7511 Nright41, Enclosed. Cat.2, EXp.B. KRFFSAFirl, 5.00 E2'. load duration fArtor-1.6. Truce desilfted Cit wind ldads in the plate of the fru", Only. 3 - 1 , 11 1 . a a 1 .,..., ..) ..wo j,.. -1) , I 0 ' i ?1-2.1,x4 I , i .1, il4 5-05 0-01 1-00 } ....amINIMmomm.- i-RwVIER FULL BEAF'MG.J.e.' 7,-I ! `,-06 t.,,?,to PR ortes ca'Sv. taGINL... S, ...-4.? 0 E,...c. * 17 ' '--i 89782PE v-- - -„-_-_--7,- JO1,NAME: SP HORTON PLAN 5111-1) - al Srele: 0.5110 / WARMING& GOICRALLPioTel. 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J1 sedWanengs Wolff Of oftelolier.tOnookofft•O bulletwq camper.**Apoile(0448(4•WRetanewees wet pep., l'e'd, 41JA isssobsonlisississispesret is IR*moessibillsi 000 lbsikisit 0+,00 2 2.1 eisrip••00 web ii•000...sal bei 11141114.111M9/9 OM,..,. 2 Nur bvisisirellsi lop 414 isblibsi Ossel•Is b•labiraik kr0010 7,9It --"Fly AS• 3.Aderve4 tisssors biarisb lb 0iiiisi orbibify iii00 er0.0b050 NI r et.viel 0 It ai.77 74n blit•d not44.7.1,11,1'Iwo,bp i4 sibismairy 0 bie 4,Kld.,04010001s0masest Ir•sisis 0 casisisout~ion so.ich is probed Ow oltwv(TC).10.biselliECI PAUL PATE: 7/S/2015 00 aiss01 0,004 is 110 00baissistiat etisilisidisb 0.70, 2 b 0,000 Isaissj so bibisil tinterg sits001 wise•shows•• K1296512 b.No less!000d be IWO%•sib stiosssessit 100•Ri.stirteiNi Psi •fisteantion et Simi..rinsissibe•00*mon*.000010 tobbsiss we ossicirts iiiiii 0 so 100 Siestki vs bide tre0 ow bibs S.1:0071 0*.••••Irvin...,is bit 10.4 is•sasicsirsits••rtisse•-•iii and am lot iirs iieserbie 0 NY, TRANS ID: LINK d.*rk.d.t.,.1,0001108)(ry assime S.Diniir muss 14 trtmov,ot a t am:Awn st.Tom Vs,ii.vms,I . S.essibutetia has,.sislissa aim 00 muses ne nossesstibty ks Ise EXPIRES: 12/31/2016 ....,. women/pod isibilless 0 000000c 7.Dinibis elis0s0 isilt,lie inib•si pia00.0 De bJuly 9,2015 S,This&sibs 0 Si00•1 subid to Nekoelbisemb*MOW%to ti Me.Oa to looffiff1 on b 7,747a eits0t,•ffd 014.d of FM..., TbribliCA.is KU OSPoit of otOtt,We to Roof k POO Wen WNW_ fool 74,77dcf oef fa. 9.Otlift Ift941.90.9 0 pare 0 rbbisli fAlaft USA.Ine./CompuTrus Software 7.11.7(113-E to.Ftwkwae eattractat ph.a•ttrt ttatos sto.M.,t3t t ESti.littl(UT*il Th:A dARldn preparAd fro:* c.,:rputAr inpdt hy rmr,., AP IEL TRUD.:3 tzlIDEP APECIFICAT:OND TROGG, SPAN 1•- 6.0" IBC 2013 nA0...MEET, FORCES 47PAGDF/Cd-1.0,7 IC: :x4 Dr.1411TR LOAD DURATION SS:CREASE - 1.1E 1-2-S 0) 41 2-4,.101 4 2-4-,?-1A77 37 BC: :x4 Dr RIABTP GRACED :4.0" ..T.. 1-1A-00 14 NERD.: 274 Dr STAND LOADING TO LATERAL SUPPORT A,,, 1.1.O,C. ,.,10. LEO 2E.01A CIL( 7.01 000 Tor CHORD - 32.0 POE BEARING MAX VERT MAE NOR:1 ARD RF.EDIPED 7RD AREA BC LATERAL SUPPORT <,,, 1::^C.C. 0000. DI, ON BOTTOM CDOPL, - 07.0 PSF LOCATIONS REACTIONS 7E:AC710005 ,:-.1.7.L C.IN. Directts) TOTAL LOAD A 42.0 P.IF 0'- 0.0" -1:3/ 3030 -4/ 1711 5.10. 7.00 DF t 011.!, OVER DANDS: 1.3.,0" '1,0" 5.- 0.1^ -7/ 2101: 0/ OD 3.Oir 0.34 DFi f...A1 1.now: ASCE 1-10, 77 PSF Poor Snow,F,) 11-I.Rx4 or "gall at nan-ntruetural 07.1. C,-.1, CAA.1.1, 7,1 VERTICAL DEFLECTIOTI LIMPTS: 71AL/z4o, 1L-L/1RR yrrA1,11 ,,,,-berc tDon). MAX LL rErt --0.070- 0 -v- 0..0- AllAwed - 0.1',. LIMITED STORAGE DOES DOT APPLY KIN To THE SPATIAL MAX TL CREEP rem - -0.003" 0 -1'- 0.0- Ano.,d '- r,.73- tttoosPrs. rrs or 170 201: AND ;PC 101: NOT BE/700 MET. FAX TO FADE!. LL PEEL . -0.052. 0 ...- 11.R. AllAwed - C.3...A. MAX TO PANEL IL PEEL --0.075. 0 2.- 10.0. Allowed A D.4.9. BOTTOM 01701717 CE4ECKED POP 10057 LIL'E LOAD. TOP AND BOTT00 011010 LIVE LOAD: ACT NON-CODCDPRENTLY. ItAX DORIC. LI. CEFL- 0.000. e 5.- 4.2" 1-Of MAX HORT:- TL DEM- 0.000. 0 5.- 4.3. Wind: 120"ph, hAl/.Aft, TC0LA4.7,11CDLAA.0, ASCE '-10, 12 7A11 Ileight5), Encloled, Cat.:, F.xp.R, MEP:.(D1r1, .,.c):: 17-7-' load tion tactor-1.,S, 701.17, dr.slanrd for wind lands in the plan- of the too.. nnly. M-1.5x4 1 -dr ri 1 i ,,c, I. IT --, .0- i ..., I NA JO 10-7.5x4 M-I.5x4 : r 1 I 1-00 5-06 VeD PR OF •c ' ,So, ,...._-.4 '7.... ...c.- 89782P E T 1'-; .1 .10B DAME: 07 17011011 PLAN 17112-P - 32 Goa1.-: 0.0541 WIUIIIINC.V. COCRAL wins. , *77*........ ' ,r.... 4) 1.Itild...ob..se.raPar.......et blew*.Waft 1 1,/..........Wan.........ard 1....$.4.,:wirt OREGON Truss: J2 WAY.00.1.011 b./.............. bala............1.0.1 0 etekm p......11.11. 15,1:le C. '75' 419:r ...."......•et......o.f.fb......Ity of Pa Wilsngt014115.F 1 0.....•40..•lb.top sndbe."vv....WMIY I".1.al .9,4_ R Y A--,' _1(<,- 'I 1.th.......,ialba....Nakitiene....trau.. ..............gip......(TC).4 sr...1011C1 Pi U 1- CAN' DATE: 7/6/2015 tbk.1.00b0micture.1 4..nn.....00.et..**Ong dot*. 3.7.1"....."10..bola.stbr..........IP..• SEQ.: 11 00 6 5 1 3 a.No*al shoad Ile iovpio4 r o 0,1...pm..1.1 OP 0...... 1.P.a...1..,7....baty all de...love.towerKta, 1.....sr*...11.a.0.Pra V..a.Pa..9..P. S.7.......77....1.S...4".Pa........./.. 71to * la ay. .. ..fataaaaataa-mt. TRANS ID: LINK *. 5-C.PIT.hn pa wren.'No*re fokuomet la 1.11....bit,TX t.. EXPIRES: 12/31/2016 0.1....0 .b.........1.101.5"et re..... /1).........a........paw..11.0 h.1.01July 9,2015 c Ma& r.oR .an. sub...Pa b .awl 5007,. ary I Pb0.1,10.11 .0 mn betb 4..0 MM. plie........0.4.- 701Wrt.on 7051 Paws at....64.14.11.1..M.. In.........r.7.,11". !Alfa USA.Inc/CompuTnts Softw000 7.6.7(10-E o,Dv,wow.ace at Pee.VOSIFIL 17 ice MK C9.000 ble•........N.717.1311,EIR.10741.3.) 1 . • • • Thl. desiin propared from onmputrr rput by GREG ARIEL T.Runn LUMBER nmnrIcAT:onn TRUSS SPAN 3.- 6.0. IDG 201: MAX mnnncp FORCES 4W715Dr1C1-1.00 TC: 2x4 ' ..-014BTA LOAD DURATION INCREASE- 1-15 1-2t.I 07 43 II-4-40I 0 BC: :x4 DE 114ATA SPACED 7.4.0" T.C. 2-3-(-51! IC TC LATERAL SUPPORT ,- 12.0G. UON. LOADING AC LATERAL SUPPORT t. 12.0C. CON. LLt n.0}.DLI 7.01 OM TOP CMORD,. I3.0 p....7r BEARING MAX VERT MAX HIRT PPG RECUTREC BAG AREA DL CM BOTTOM CHORD . 10.4 PSF LCCATIONS REACTIONS REACTIONS SIM 5O.I14. CZRECIESO 0^ OVERHANGS: 12.Q. 0.0. TOTAL LOAD- 4T.0 PSP O.- 0. -:91 31PV -21 ACM 5.50" 0.51 DC 3.- 5.0" -:// 80V 0/ 136 7.,10- 0.14 Cr 1 0.51 Snow: ASCE 7-10, 25 PSr Roof $nowits1 3.- 6.0" 0/ 5AV 01 km 2.30- i:o.o9 DC 4: 1 Cs.l. Ce-q. Ct-1.1. :-1 VERTICAL DEFLECTION LIMITS: DL 13413. TL.1./190 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL MAX IL PEEL - -0.002" f -1.- 0.0^ Al1ol,d - T..latl- RECVIREMENT5 OF IBC 2012 AND IPC 7017 NOT BEING MET. MAX TL CPEEP DEFT - -0.003 Q -1.- 0.0. Allowed -, 0.177" MAX BC PANEL LL TEFL . 0.005" 13 1'- -9.3. Allayed - 0.132" BOTTOM CHORD CHECNED FOR lOPSF LIVE LOAD. TOP MAX PC PANEL it mrt, --o.c,11- e v- 11.3. Allowrd - 0.174" AND BOTTOM CHORD LIVE LOADE ACT NON-CONCUPPENTLT. 3-00 MAX 34OR/1. LL cm - -0.0e3" z P- ....o" I' MAX NORM. TL OEFL .r-0.000. Q 3'- 5.0" 12 Wird: 120 rph, h.16.5ft, TCOL-4.2,DCEL.6.0, ASCII 3-10, 5.00 G' tAll Hri1ht.1, Enclo5rd, Cat.7, 1333.3. MWIRS(Dir), load duration factor.1.6. Tru,* dem17nrd Cr wind 'lads in the planthe tru.s oniti. 3 -E I a ko ts, 1 14 .... I X-2.5x4 i i I : ' 1 I 11 3-05 0-01 1-00 1 : !PROVIDE 'FULL BEARING:Jt •3.4 1 3-06 ----„,-- RP oFt .CA 4 ,., 0..x.G.1 N 4., w s1 0$A. ...._'.4.// ..C- , 89782P E ',7 , • /7 ';\ JOB NAME: DP MORTON PLAN 1112-11 - J3 13 8).O8D71 , , 1111504118554t GINKRAL0tOni. 1.1.4 otkoroloo oat., . Co. 131) I,8881.5or 4,41 trockon toPasbe~14 be rotono4 of at Artooral Nom 1.Th4 dolor tt 64.4 kok Lyon Yot Aemodotort Woo.trot 10 ko•01 indtvdtal OREGON "-b Truss: 33 *ma 5180,5.044tooto eebbiff.sftn COW,Lre., bukkdittooY..4.8,85440bAty ottkayo katrootookord poke S-11/e„ anceoyon000 ot co.yarott 4 the tosoo.kbiley et ed.kuic1.4 deka.. 2.2•4 otoot000roo ovo0 towarg moat yr tottalsol wkroo Noy.4 2.tdmigo 05.non tdo toy 448 to Ito.ewes to do Woolly brasod et '115di, 11 FiY P Potdar,41 twogootky tootiny to.444 140118188*Ong 000strooktso r ex.and se la e•.mip.ewely v.dm•6.44 throu88.0114*kolk 45*tootorottlly et.*nods,Ack1k.ali*,..l0 a.0.0.1 Se.....3.10.42.1040,T el 00..4.....b.9410*Wye Or..k6C1 PA U L 0 DATE: 7/3/2015 ...Mt enshre b .rot84.0451111 of Yr Widen 4.4o8roo. I At toyed P3Oktd8 or 14054 tolvoq okyPtotokoro 118.004•• SEQ.: K1296514 4 Ma Ao4 stoyAt to varp6.11,0or t00084400t.1111akot it brodog 043 4 loon5414.401..40 4 Ike rooponoltity el.rtwooktro amln,tb, 5.04114.12.11,....bbon,V!10 be 114.111,1•nc.............n,,,,, ...No.'an Istentbt.imei Sit,..."Veal 4.,3 hobo rerbol.t. oroll km ko Voy to44644-81.8.. TRANS ID: LINK 0..,10,000 bo opt844 to wry co.panent 5..bavan moron 401 bosom ot 41110Y54"otnoao Sdo.oo"Ado 8 5,5,5,5artte tat re cerbol pm.Vd intuenrsnd P.1100.1.14b b,b. EXPIRES: 12/31/2016 ,.....8•88Stot 11848.4.4 ted matte.of eaokonook A tookriostotodttodowoto 44114014 4 0.88.14. July 9,2015 0 Thn do_.4 5~44 44.40 335o imtstiotot sot 458 ty 8.olonts Wal to boo*,0,5415 335r4401toot 448848to0 oo roto woof "IINVOTCA.5.351top..of Noy.Wit be 04.00.4f Wan..."Arlt boolli bk.'4011.1.1b 0.4 berte,1.3 4 WI.48414 Ott to$9,It Peat. MITIAMAJnOCempuTmmSoftwelAJOlyE to.r to balk emelt"'ON*illwo,vol.".f$4,511.1 .19333910) Th[e design prepared from 0Deputer input by GAEO ARIEL TRUSS LUMBER SPECIFICATIONS TRUSS SPAN 31- 0.0" IRC 1012 MAX nrmOP FORCES 4O/ 2r/Co TC: 24 OF MI4BTA LOAD DORAT/011 =PEASE .3 1.15 1-7"( 0) 43 2-410) 3 1-4-(-533 It EC: .7x4 OF SIsBTR PACED 74.0" 7.C. 2-3..f-011 D WEBS: 23,4 Dr STAND LOADING TC LATERAL SUPPORT ‹. 1202. unn. pl.( 25.01.115{ 5.01 0N 70P CHORD,e. 3:.a PSE rupozs= MAX VERT MAX MORD 557 PEOUIPED BRU AREA EC LATERAL SUPPORT .c. 12"0C. DON. DL 011 norTom CHORD.3 1.7.0 PS!' LOCATIONS REACTIONS REACTIONS SLOE 75.111. !SPECIE71 TOTAL LOAD- 4:.D PNP 0.5 -30/ 3170 -7/ 391( 5.5C" 0.71 OF ( 625: OVERHANGS: 12.0- D.o- 3.- 6,0. 0/ 1250 0/ Op 2.0nD 0.li PE ( [lf) Snow: ASCE 5-10. 25 PS0 Pool Snow(rel C3.1, Ce-i. Ct-1.1. /..1 VERTICAL tIrmrcrxml 5/11:75: 51,5/740. TL-51100 MAX LL DEFL - -0.002' 0 -11- 0.0" Allowed LIMITED STORAGE DOES NOT APPLY ME TO THE S0AT/A5 MU Il.CREEP rrri„ - -0.003" 0 -11- .0.0" Allowed RECUIPEMENTS OF 152 7012 AND /PC 2012 NOT 50103 1152. MAX TC PANEL LL DEFL - 0.009" 0 1'- S.1" Allowed . A.13:- MAX EC PANEL 75 DEEL«. -D.0117 7 11- 10.5" Allowed - 0.1CR" BOTTOM coops CHECKED FOR Irpor 1.100 LOAD. TOP AND BOTTOM CHOPS LIVE LOADS OCT MOU-CoNCUPRE1T57. MAX 005I0. 55 '005 - c.oco" 0 .r- 4.3" 3-0.6 MAX ROAM T5 DEM - 0.00D" 0 3'- 4.3" wind: 120 Dph, h-16,53ft, TCD1034.2,31CPL3,n.0, ASCE 3-17, :2 (A11 Dnightft), Enclosed. Ca[.2, Exp.D. MWFRO(Dlr), SAO ". load duration factor..1.E, Truss designed for wind loads in the plan.. af the [runs only. M-I.5x4 -1' 0.0 1 0' 0 -, 0 1:4 U-2.5x4 II-1.5x4 1-00 3-DC PROp v et GIN t.c.. -0_ ..._-,.., r ...c- 89782 PE / Jos NAME: DP HDATON PLAN A112-5 - 34 t.-414.: 2.754 r--- ' WAS0111104 *MEM NOTES. urinso 01000 000 1 ,,, I.&MO and 0010 004ottoo 00410 010050 al Coned 11001i I.TP4144044 4.01 otty Mon 10 00000s 00004 4 0........11 Id , N. Truss: J4 444 W01091 4000400040000004 bue2°2.440.4"4 A404444407 44041101400.002 000 S Cf 174/OREGON15 2.20 t00,040004.4 1.000 0000 0010 040 shoino 4 inosoporolion 0 040000 4110 mitoonsttfts of 0.0.11019 440:00, i 2 2040,0101.0 00 too sod bottom 0000 to Woitaio 000 al 7+.41V.,..1••^0..5tnclq lo 400 04404 6400040004n 1 109, (1.44fiy AS. 7 0 4 and*Illse..00002y 000 0.001044401 P.0 1400 0 is Po nts0040.041100 0100.44000 4.0004 10000 Orr ‘1((' DATE: 713/2015 tno esonoll.0004 004 00.00.10 0 0.4404 tkis1o04 000440000014 00.0 4041744747,"1047C/4.447*27.11Ret 1 2.000 000i 0 100 0002 t011041441.4 0444 4. 1 PAUL V6 SEQ.: KI296515 . 4 No Sood 000 0 000 Is*0 00000 140100 sil 0004 on4 4 100400 et 1now 0 04 rrso.044.0 o '.1.00410 tootiosnor, 1I Amionors v.con04101.01 0 no liono ts,.0 soo bads 4014 to Siton 4 1000i ossionos 1rossos 100 4.soot 0 ot rtoniosirmstot 004000 TRANS ID: LINK 4.”.r.i.t..pplott to itny tonsoonont 1011 oft Stir sOno tentlAiont 0 tiot. 5 1200.suontos 1141 000 0 00000 4001 2000 onotiso 4 5 ClintooT rim 10 no 0.0.61 erot snil otoutnin no rooponnilbiley 010 Mot0Htirs, 0.44104 0004 0000.010050.0 0 40040.0. 1 EXPIRES: 12/31/2016 7 Doopn 000.0 sditsuoto 4000 1410010 4 Tnis 000 4 horniisod 00000 Ins 0000 soil 011.1 Its O.11100 001 to 10410 to Pen 100 0004 01000 0 linto 000 July 9,2015 74141ftG4 0 5541 0001 O04.,all bo ton4.n0 soon notore 100 0004 04000 ON 404 1 O.Dots isksto 00 000 in iottonis WO USA,InniCompuTnns Soltvoarr 7.6.11113,E 14 01100 sonnootor 00..000 01100 soo(SRO 211,40000 1004 , - IMEMEMIMMINEIMEMIIMMEIMIMM=M=MIIMIIMMIMMIM --___ FEBRUARY 14, 2012 Standard Gable End Detail ST-GE100-001 MiTek USA,Inc. Page 1 of 2 I II I ® WILE Typical_x4 L-Brace Nailed To 2x Verticals W/10d Nails,6"o.c. Vertical Stud " Vertical Stud (4)-16d Common DIAGONAL X Wire Nails11 ACE - D MiTek USA, Inc. Lii 16d Common Wire Nails SECTION B-B ,�� Spaced 6"o.c. DIAGONAL BRACE T-11.'' I 4'-0"O.C.MAX (2)-10d Common •NE_ 2x6 Stud or Wire Nails into 2x6 in 2x4 No.2 of better TRUSS GEOMETRY AND CONDITIONSNE 411111111 qr SHOWN ARE FOR ILLUSTRATION ONLY. Typical Horizontal Brace Nailed To 2x_Verticals �1SECTION A Aw/(4)-10d Common Nails © Varies to Common Truss 2x4 Stud ��ii��/. ar liT' 4, SEE INDIVIDUAL MITEK ENGINEERING TWO TRUSSES AS NO EDE TWEEN TOENAIL BLOCKING DRAWINGS FOR DESIGN CRITERIA TO TRUSSES WITH(2) 10d NAILS AT EACH END. Ll ATTACH DIAGONAL BRACE TO BLOCKING WITH - '��LI` 3x4= (5)-10d COMMON WIRE NAILS. ; cr ; (4)-8d NAILS MINIMUM,PLYWOOD �"������AF�WA�///////////, SHEATHING TO 2x4 STD SPF BLOCK * -Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B 24"Max Roof Sheathing NTE: 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. T�=', IVa'=' / 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND 1' 3" •- \ / WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. (2)-1 t) 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. Max. / ���� (2) 10d NAILS ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT / ,'� 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 / -'..� /Tru$• -s 24" O.C. DIAPHRAM AT 4'-0"O.C. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A I r 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL r'►—_ BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ' ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. /2fiDIAGONAL 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 point COMMON WIRE NAILS AND ATTACHED 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. if needed 0-_; TO BLOCKING WITH(5)-10d COMMONS. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. li– End Wall �, HORIZONTAL BRACE (SEE SECTION A-A) 2 DIAGONAL Minimum Stud Without 1x4 2x4 DIAGONAL BRACES AT Stud Size Spacing Brace L-Brace L-Brace BRACE 1/3 POINTS Species and Grade Maximum Stud Length 2x4 SPF Std/Stud 12"O.C. 4-9-12 5-6-7 7-10-0 9-7-7 14-5-3 2x4 SPF Std/Stud 16"O.C. 4-4-7 4-9-8 6-9-6 8-8-14 13-1-5 2x4 SPF Std/Stud 24"O.C. 3-9-10 3-11-0 5-6-7 7-7-4 11-4-14 X Diagonal braces over 6'-3"require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6"require 2x4 I-braces attached to both edges. Fasten T and I braces to narrow edge of web with 10d common wire nails 8in o.c.,with 3in minimum end distance. Brace must cover 90%of diagonal length. MAX MEAN ROOF HEIGHT=30 FEET CATEGORY II BUILDING EXPOSURE B or C ASCE 7-98,ASCE 7-02,ASCE 7-05 100 MPH ASCE7-10 125 MPH STUD DESIGN IS BASED ON COMPONENTS AND CLADDING. DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION -� {_1 3/4 Center plate on joint unless x.y 6-4-8 dimensions shown in Il-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I I (Drawings not to scale) Damage of Personal Injury ral= Dimensions are in ft-in-sixteenths. ii;ik Apply plates to both sides of truss j and fully embed teeth. 1 2 3 1. Additional stab ity bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. Q'/Td' IMMiBIE42. Truss bracing must be designed by an engineer.For wide truss spacing,individual lalerat braces themselves a b�radrng should el onsidered.five Tor I lk4 1 IIMIAllor 3. Never exceed the design loading shown and never VI � az0 stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the bull For 4 x 2 orientation,locate '` ' O designer.erection supervisor,property owner and plates 0-14P from outside BOTTOM CHORDS al 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 fully.Knots and wane of 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 from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TP1 I. 'Plate location details available In MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%al lime of fabrication, PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design Is not appicoble for ICC ES Reports: j use with fire retardant,preservative treated,or green lumber. The fiat 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 k to to slots.Second dimension is ER 3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type.size•orienlation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION Southern Pine lumber designations are as follows: 12.Lumber used shall be of the species and sizer and in oil respects,equal to or better than that P SYP represents values as published specified. Indicated by symbol shown and/or by AWC in the 2005/2012 NOS 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 date of June 1.2013 spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing of 10 H.spacing. BEARING or less,if no ceiing is inslafied,unless otherwise noted. 15.Connections not shown are the responsibiity of others. Indicotes location where bearings 16mor Do not cut or alter truss member or plate without (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. MMIreaction section indicates joint _J NmiM mi II im number where bearings ad:cur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. NMi• 4.7.:-. a¢ 18.Use ofgreen or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/T1311: National Design Specification for Metal 19.Review all portions of this design(lront,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. Isnot wffidenl. BGSI: Building Component Safety Handing, Ii1 i is k e 20.Design assumes manufacture in accordance with ANSI/TGuide to Good Practice for Handling, Design I Qualty Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. 1 MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013