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„ i'• /PI 5/1,Of. --- 00 5---),-- GABLE i A3 / c-S ,C 0 54_, Alosirt%/aw I 20-00-00 1 i i DR. HORTON i ! SPAN i i PLAN A112 B i , , i i I PORCH RIGHT IL_ i 1 1 I ! - - ..„ ..._ i 317,111Dyi it NOVA 2016 D -tlpv(sFigN, f\oini::: ; - ___ _ _ _ , . , , 1 i 1 i t , 1 : , 1 1 ' 1 r I 6/12 PITCH (MAIN) 5/12 PITCH (PORCH) 2500# DR A IG I , AT 1 . 1-0 0.H. 1 1 i 25# LOAD , 1 i 1 i I ' i 7 - I . ' 1 1 ' I ! ' 8 ARIEL TRUSS CO INC. , 1 (360) 574-7333 1 i DRAWN BY: KEVINLENDE T ,..,....:>„.- --._:_Z-1 _7-._ _--.-i_i- .'• !! ...--- ,„,- J ' ' .07 [-- I ' ' 314 1 1 JO i ; ---------------- 3-6 JACKS 5-6 JACKS 7-08-00 1.., UPPER GABLE SPAN GABLE i___ DR HORTON HORTON , , PLAN A112 B , 1 20-00-00 i 1 i 1 1 SPAN PORCH LEFT i 1 ! .L1D\'‘ 1 1-- , li 1 i 6/12 PITCH (MAIN) L 5/12 PITCH (PORCH) 1 11 1-0 0.H. ii 25# LOAD I; - -1-- - -- -------1------ - - XX— - ,*- ..tai 21i5. O# DRAG tl -1 ; , ARIEL TRUSS CO INC. (360) 574-7333 i i DRAWN BY: 1 1 KEVINLENDE ____------ , I _ , 04,L,.._,,. .•1 11 }J,, 1 __ GABLE (.7. -A-- ...- ....-1 --- -- 11 ''..) , ...., . ___. 11 L_ 1 _ _ 5-6 JACKS 3- JACKS 7-08-00 UPPER GABLE SPAN GABLE A3 t . D.R, HORTON Ek 1 PLAN A112 B E ' 20-00-00 !, PORCH LEFT i SPAN Ck 11 iv - 6/12 PITCH (MAIN) 5/12 PITCH (PORCH) 1-OO.H. I !, ,,, 25# LOAD # 1., 1 _ i _1_ _ Iti ., ; "� 25 0# DRAG XX E , € , k-__ -_ :11 1 ' ARIEL TRUSS CO INC. (360) 574-7333 ; l; DRAWN BY: J KEVINLENDE ; 1 I 1 a t 1', , t d , „GABLE 5-6 JACKS 3-6 JACKS 17-08-00 UPPER GABLE SPAN tib MiTekr 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 Arid Truss Co., Pages or sheets covered by this seal: K 1296507 thru K1296515 My license renewal date for the state of Oregon is December 31,2016. Lumber design values are in accordance with ANSI/TP1 1 section 6.3 These truss designs rely on lumber values established by others. �ckEp P R Odes co ANG I Nt; `S'�Q 89782PE ��OREGON(LQ' to, ,itly UL c\J PIRES2/31/2016 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 ANSIITP1 1. . . This design lorrared Iron ceeroter :root by aArG ASIEL TAun:; LUMBER TEEcIrscATiona TRUSS SPAN 2.0.- C.0" IBC 2012 MAX MEMBER EAPaEa 4W11/GDE/Cgol.PC 7C: 2x4 OF 010TR LOAD DURATION INCREASE . 1.11 1- 2-: 01 50 .7.- F-10: 10711 I- 11 -351: 1(1. BC: 2x4 DO 0107P npAcrb 24.0O.C. 2- 1-(-1200 56 .- P.:(0: 1S7A R- 4.=: 0) 529 WEBS: 2x4 Dr STAMP - 2-: -9751 22 °- !,(-3011 105 LOANING 4- X-: -9751 22 7C LATERAL SUPPORT xe 12-0C. MON. LL: 25.0).DLi 7.00 00 TOP OHORP °: 32.0 ESE 5- 6-1-12961 56 RC LATERAL SUPPORT <- 1202. 320. DL CN BOTTOM 0.1121110 '. 10.0 PSF 6- 2*) 01 50 TOTAL LOAD . 42.0 ROF 100100 t1 12.0- 12.0. Snow: 0100 7-10, 25 000 Roof Sncw1Pn/ BEARING MAX VERT MAX 02111 RRG RECUIPED 910 AREA C--I, 2i:-.1. Cr-1.1. 1.1 LOCATIONS REACTIONS REACTIONS SIZE S,S./N. :SREC/E11 0'- 0.0" -39! R5417 -71/ TIM 5.110" 1.53 DE i R25/ LIMITED STORAGE NOES MOT APPLY DUE TO THE SPATIAL SO.- 5.0" -39/ 9s4v 0/ OH 5.50" 1.53 OF 1 R251 PEQVIREMENTS OE IBC 2012 AND IRC 2012 7707 BEING HET. VERTICAL DEFLECTION L/MITS: LL-L/ 4t, 7L-L/190 BOTTOM'CHORD CHECKED FOR 100SE LIVE LOAD. TOP MAX LL DEFL . -0.002" e -1'- 0.e- Allowed .. 0.10e" AND BOTTOM CHORD LIVE LOADS AC7 NON-CONCURRENTLY. MAX TL CREEP DEFL - -0.003" e -1'- e.e... Allowed - 0.131" MAX LL DEFL . -0.036" 0 10.- 0.D. Allowed - 0.194' 0.00 Ti 011000 pcm, - -0.0S3" e :e.- a.t.e. AnDwed - .1.,:.7z.. MAX LL PC"!. - -0.002' e 21.- 0.n" Allowed - n.ICO. MAX TI.ESTEE trrL - -0.003" e 21'- :./.. Allowed .: P.113" MAX MORIZ. II EErL - 0.016" R 19.- 6.5" MAX HORIZ. Ti DEFT, - 0.026" 9 11.- 4.5" Hind: 120 nph. h-I0.710, 7cra.-7,2,1103)L-E.o. ASCE.1-10. CA11 tb-Obtx). Enclosed, Con.2, 0.11,9, MWERSIDInl, load otion 1at:nov.126, 10-00 10-00 End vertinalfn! ore exposed to wind. ... - 1' T2913 designed for*1o4 boor:, 5-31-11 4-01-05 4-03-0'5 5-011-11 in the plant of the truss dniy. f--- 12 :: ,,,, 7 11M-4x4 q 1101' +4 4.0" II 2.0' 51-1.5%4 M-1.5x4 ) ,....1404N... .0. St, ft I51-2.5E4 .11-2xS 972.5X4 J P R or6.,,,, 10-0„) 10-no coN GiN . z utS) ), J. 1 ....._:,, c,: *.A? ea, ,...., -,--- :4,0 20-00 1-00 '44 Ct --,K-... ,8 9 7 8 2 P E r- JOE 14710 DP HORTON PLAN A112-0 -Al sc01e: 0.3176 -----, WARN*403: GIENERAt MOTU. wk.*ebb**.be hol 1.... 411 i .*2~TM*,s*b*d en*dTh.........*r...***4*0 lx44.dts I. b**R•aot..1.3 ..*3.. I.3, , s,O. RP?EGAO6.eN\VNC .eI. e,Truss: $ ' 2 '55 ‘''1y3 * *owe0.3 /4ca*bucb* • wirOP*o .. .**9CI PA, L EATE: 7/SA2015 cr........10,...b.*r.m.......2.11.0(1..*639.4 bow* 3,r• * b•p*1 b.**,el 10**ION•****3*****RR/•• SEQ.: K1296507 4 ,ft bed Ow-Mt**Ob.h 9..wryer**ire*Real bnbri b.. 4*********.Is lb.nnpr.0.4.3 oR*9 rove,........*../w % S,Dos.*evurmostir....or.lo be left.........to****.n.,/ow**a****W.or.I V no in*....49...Mb.*ern IR../ *9 we leo Rbr.****.• TRANS ID: LINK afir.r. drar bob.to 4.34.216 sn3 enexsznnni 9,0.**,awn.*OA Reams in WI..***.O0.*3.•en***bp 9 EXPIRES: 12/31/2016 ......, %West*,......nb Ow**and 9100~o0 .T0113 2.br**ray...se*****tartar I wordbb Jul a ny 9,2015 .d.onlb......4.**,3 to Ithe 1.41.***..71,1b tb 3.Ph*.WW1 0.Md...,beb hoes*tRo**Rd Owed s.NW*** TPRWMA it KV.cop.*../32.14 b.11vb.**4 Waft aftftli. 000d004.gaft taw 0 bete tin.s. 9 0t0* d...1,12•et***00.3 Welt USA.Ine/Cempuirtis SoAwsee 7,6,7(10-E 11'Fee bvkie tn..,plab.thaw,tab..**110.1111 93170 NA 3..T•43 MI\ This desidn prepared frc71 cemputer input by GREG ARIEL TRUSS LUMBER SPECIFICATIONS TRUSS SPAN 20.- 0.0" LEO 2012 MAX MEMBER FORCES 4w3/GDF/C3,1.00 TC: 204 Dr 914BTR LOAD tORATION INCREASE - 1.18 1- 2-1 01 52 2=12-4-1325) 2287 3-121 -801) 4P3 BC: 284 Dr 814BTA SPACED 24.0" O.C. 2- 3..1-17851 371 12-13-1 -5801 1772 12- 4-i 01 146 WEBS: 284 Dr svc:n :4- 4-,1-14411 204 13-10,-f-1.3251 2257 12-11-i -!.981 7.1,%: LOADING 4- 5-1-10451 75 5- 7-11429) n 21 LATERAL 205E067 0. 1202. 205. LLf 25.04.141.4 /.01 1St TOR CHORD- 32.0 T:q' 5- E.,I -381 487 9-13.1 0) 144 At LATERAL SUPPORT o 12.01. VON. DL ON BOTTOM CHORD.., 10.P P5r 0 7-C TOTAL 12)5211AD - 42.R P5r 4. -.35) 487 13- 9 7- 9.(-1048.1 75 .i -5011 ;FPI? MVERHANGS: 17.O. 12.0" 8- 9.I-14430 2E4 Snow: ASCE 7-10, 25 FOE Roof bow Pr) 5-le-t-17591 371 Unbalanced live load9 have been Cs-l. Ce-1, Ct-1.1. /-1 10-11 ) 01 50 cord for this denign. ADDL: BC CONC LL001- 42.8 LBS 0 10.- 0.0' BEARING MAX VERT MAX BORE RFC RECUIREV BOG AREA LIMITED STORAGE DOES NOT APPLY UDE TO THE SPATIAL LOCATIONS REACT/ONS REACTIONS 512E SC.IN. isTEcTral RECCIFV11S122 OF 10? 2012 AND 172 2012 NOT BEING MET. n'- 0.0" -101/ 1009V -2500/ 2500H 5.5C. 1..31 OF t 4281 20.- 0.0" -101/ 13505 -2500/ 2500H 5,50" 1.01 DE BOTTOM CHDAT cHACAAT 100 10521 LIcE 1,0310, TOP AND BOTTOM CHORD LIVE LOADS ACT NOV,:(1405RATI4TI,T. VERTICAL DEFLECTION LIMITS: L1,1/240, TL-L/190 MAX LL PEEL--0.002' 0 -,1... 0.0" Allowed - 0,140. VAX TL CREEP TAIL - -0.001" 0 -1'- 0.0" Allowed ,,, 0.131" MAX LL DEFL - -0.152" 0 12'- 8.5" Allowed 5.954. MAX TL DEEL --0.421" 0 12.- 5.8" Allewed 1.272. MAX LL DEFL .. -0.002" e 21'- 0.0" Allowed - 0.10)4. MAX TL CREEP DEFL -0.003" 0 21'- 0.0" Allowed - 0.101. MAX HORST. LL PEEL -0.031" 0 e.- 5.5" MAX HOPI:. TL PEEL -0.041" 8 0'- 5.5" 10-00 10-00 1.2.0140. It 2500.00 0315 SEISMIc to61 g f Wind: 120 mph, 11.18.7ft, TCOL-4.2.500L-,.0, ASCE 7-10, 3-10-11 3-05-09 1-06-021-01-13-01-101-06-02 3-05-09 3-10-11 0511 Heiohtsl., Enclosed, 0at,2, Eop.R, MWERS(Dirl. 0' 1 :--- "( ,0 8' load duration factor..LE, :runs designed for wind loads IZ 12 4115-4:4:4 In the plane of the truss only. 4.00 1:2' 'ZZ)0.00 E M-33te., M-3x4 IlifIllho. M-1.5x4 .01 .2% M-1.5x4 1 t 1 1 , M-1.5x4 o ! 1 M-1.5x4 1 to a 4 ..T. ...---- 5-09 6.- t 1 j...... • - • ,_ _1 '..4 :P 0 12 13 c. M-2.5x6 MHS-7x8 MHS-7x9 M-2.5x5 1 1 , 1 i I 3,- ,,,..?, .1) P R OF4c70 7-04-04 5-03-01 7-04-04 1-00 20-00 1-00 s4.1 / 7e.. cc ,89782P E v ..,. TOD 00511L' DB 0051011 PLAN A112-R -52 Scale: 0.3124 ,1,---47 VilimPaNGS: GENERAL MOTEL Leitoottnendto ereht4 00. ' 4 Wider see Ana,.wissetu stiebeil be teamed et el Seeiriel Nee* 1.TN*ii•ash 4 lia.4 eat?ieieh Li*biehaiiiiiee the,.a*is bi en**Waked OREGON Ir.S' Truss: A2 meal Meares bib*ceheitruetbe meow sabehpasieeisiehe 404Acebbef el titieeas reitsibeiees Atai Pea* "7+6, ri7 tzi..‘" iheerpenlith et seenaeheie a the teefeshebaht et be WWII d.W., Z.2.4+35,,,....1 wet kfteoN hod be lintsliel*wit Nevin 4 2 Dosch maybes S.lep a*eel** *1e bi.liamla baud iii 1:9 Al py AS• _& 4 Abilmehel tivaireasie Retain*le emery**We cbreits ceeielahltee 4.4 biel*e ib 4 4 miettiahely*less teased eraeughatil vete begat by 4 .reeareeebbie 0 the*redo ibitlavail pomp**baste*iii berni***three**much es$144,40.104.~4941T1.4-41,40,0.1k lit i dt \NI VATE: 7/012015 the*well saunas*lhe tttooet4.4ty at the theblithi bray*, bi ibbeht tedgeNo,temoteeooNtoows4 MOP./1•01.1*. Poiit- V1/4 SEQ.: KI296508 4 No Use eheee4 be wirbeet*aas ceerpeme we*se*AI biota*etiet A,lantediehe titian to Pei tteati0C0.14 ef hie*sped.*elyhtifitleV finteheas Am male.she V Whew Venal bey bie4•444*,bee A Neve Nieuwe&Knees Aro%be used lie•Ntel-tottlIrk0*ithrawiteret, red Am Wary ceheibeea4i as• TRANS ID: LINK biter base b•ottiod to any tomptoont. 4,Neigh wawa*SI beer.**se*Lewitt cheese Shin co we**f S.SabapeTnie Nit r•mriml ever*nil ter,.ne tinper*IN141 be ha EXPIRES: 12/31/2016 Manlary bievcalleA 0,.0e4 11.4tml*MI ingtailftn et bream*** 7.0.4r el....whim**saheb*is petheirie *treeJuly 9,2015 A Tes deur le beftehod billed 1 e the tretrahe set bah ti• &Plebs INN he WOO an Webs...0mm hid pieced se ** TAtwrTA in teCSI itheire et abide hi INk UTOMORII UPON+.1.11. On.1511014..•Kont...IVY*. 9.Ogee Irbitatt IN.of OW..Inewii, 14Tek USA,Inc/CorrouTitet Softest..7.6.7-N621(214-E II 1)r,r pout wrapar ON*diotign vIltioil woo Es444m 4 Saitebe ribT•i) a i LUBBER SFECIFICAT/oNS TPCss ((PAN 20*- 0.0" SINGLE rrm8r2 FORCES TC1 24 Dr A1ARTR LOAD DURATION INCREASE - 1.15 1- I- 3 2-12- 1215 3-12n. -175 RC: Ts4 Dr 014922 SPACED 24.0"O.C. 2- 3- -1442 12-13- .)-7(, IT- 4- 302 WEBS: Z94 DF STAND 1- 4- -115C 13-10. 1216 11-13n 970 LOADING 4- 5- -345 2- 7, 1428 TC LATERAL 22222892 120C. NON. tfA 25.012EL1 7.01 22 TOP CHORD - 32.0 CSF 5- C- 403 2-13- 302 rc LATERAL SUPRORT ‹n 12DOC. DON, DL ON BOTTC14 CHORD . 20.0 OS!' c- 'TR,. 403 13- TOTAL LOAP- 42.0 fir,r 7- 5. - 4E opERHANGS: 12.0" 12.1" 9- 1. -11P4 Snow: ASCE 7-10, 25 PSE R10f 1 (2o: 1-10- -1441 Cn-1, Ce-1, Ct-1.1, I-1 10-11- 0 ADDL: RC CONC LLnDLn 42.5 LDS 3 10'- D.0" BEARINCS LOCATION REACTION SITE RFC'D AREA (Sc. MI 2500.00 ARO DRAG LOAD. 0.0" 311 5.5C" 1.39 OF 1 4:51 20.- 0.0" 971 5.5C 1.39 DF MAX Calculated Fraift: Left - -101 fight . -10I Truss: A2 This sheet shows additional load case(s)for Sequence Number K1296508. DATE: 7/S/2015 Refer to original seq.no.for all details. SEQ.: K1296508-LI TRANS ID: Weir USA.OrkeiCarnpuTrus Sew.U.74P2121.)-E This d+sidn pr+pared from, ocr-put+r 1Dput by GREG ARIEL TRUSS ttINIER SPECIFICATMNS TRUSS SPAN :0•- 0.0" Wind: 120 ,rh. h- 1.7:t., TCDL-4.2,PCFL-r.0. Al,cr. 7-10, TC: 704 Dr flATP LOAD EURATION INCREASE - 1.15 (All litinhtl. Enclos+d. Car..:, E,T.P, D2VVP5d0irl. PC: :x4 Dr AltATR SPACED 24.0J.C. toad duration lactof^1.0, End o+rticaltI1 or+ -,pa-d to wind, TO LATERAL 51TPORT 1200. CCC. LOADING Truss d+aigned for rind loads PC LATERAL 0020012 ., 12"'C. LION. LL1 2S.OI.D1.1 7.0! ON TOP CHORD - 32.r PO0 in th+ plan+ or the trUS, only. 02, ON POTTOM CHORD - 10.2 P:22 TOTAL LOAD - 42,2 P.!,r h1+ sod truss on continuou, hpartno wall UON. 5nol, ASCE 7-10„ n rSr Roof SnowEptl 4-1K2 or +goal typical at ,tod verti0.1,. Co-I, C.,1, Ct..1.1, 1.1 ef,or to ConpuTrus gab', "rd detail for , onpl+t+ mpeciflcationN. LIHITED STORAGE 20c00 NOT APPLY DUE TO TFE SPATIAL a REQUIREMENTS or In 002: AND 220 2010. NOT 202120 MET. MT:CM CHORD CHECKED 1-022 10230 LIVE EOM TOP SOD BOTTOM 022010D LIVE toArr. ACT NON-CONCURRENTLY. 10-00 10-00 .` I I im-4x4 '.07 117' '1,Z1 r,00 3 ... i I i t , 1 ! 1 I 1 t I , I 4 _ i , I 0,,o+. j',277 „0 .1.004,00.04'4505IM 4,IMF .11, _Zen.-1-6Z21-4e2,61.4467-.....,/a k C-, M-2.5x4 "b. .- A.66" 1-01 20-00 -7_,_ ..L.- -89782P E T- -7 / JOB NAME: DP 2102200 PLAYI AIIT-15 - A) Tcal,: 0.4002 7 ''':,'7 OF MOM: 015NERAL NOTES. .so.. 'ur mt.! ' to. 6) ,.floin...,....a....I*..114 1.4.44.4 al.Go no*Oran 1,11.On*,*b..or*to...porroobet ahre.ird Ate,an 1,000ael -17 OREGON ', Truss: A3 ablIMMV.INota.COPOI.e.........., Posleto*mosponoot.Appat.ba.a&up panesotesard prop* .' 'It, r25 .tir incorporare.el teonootoreot*Me f....*Iity*PM buidmoivrer /.0"parro....or.toacwo Paual ha**41.4 obi.al.... 2.Do.........F.lop wt.,[haft%Po bo 1.....to 1.1.4 at 17,9 4 fly A S• _i<e„ I Addowati**wary boon No O .O.**1.99 0~1094 I're c.foral*19 lox rooperef..14 of..V.P.4 flo.....191.1r ieato. "Ir ...AN *9*re....411.9.4 ampror.4.1.0.1110.4.41•114 9.9'9 41 oh.........Of...,46++ATC34+40 d1+.4411O3 P/4 UL DAT:1: 1/0/2015 ..mai Ova,.it.tritmeseitn air*0.41+g dew*, 1 b.broosol Poldono or 14.014•44411.1.44.04,4•1140•1•• I SEQ.: K1296509 4 Ma kr.14.41 Fa Apo.**soy.....reundarterilloomong e.d, +I intim/onetime Opi 4 et trao.r.4**of*ir moo..0...O. 2.444..lo.***loft IS et to fr.Vox.obe Weds wroVor lb. 5 C.9.00...0.Oa.00 1.10 be us.*a Fonsorrovr........ an...lot Nil.4414.41.0 woo TRANS ID: LINK 0095***....9.*it*0.0.05ftelt 5 tvairirros hos be pow.*ow*toll.141.1.1 novae/x.4.in tw+.., EXPIRES: 12/31/2016 raft.TM ry fte,,,,,,,..M.S.**abbe*and anble.......... p.tfosa.no..Wow*.Pirrao.pa poor.. July 9,2015 5 bpat douon.•forp....PapFrod to P.0.10.44 oof ler.. 5.Phan MA Pr*NO.V.005 Oran.64.41”,sod*are..or.arrotor 1111WIrra A 92251 tap.al~IA.K0.090141.1...ifit ifit.Geftkill WW1 0.1 to.,Mom 9.Dia.*des*sco oroate*...a. MasklMilkle/CanwamsSotomm7A7(10-E to.For baur rm.:for oft*de.*a Ohros ure up-,s,1.t SR4.5 MT.) I r p Th ' d,rion prrpor,d from coorDior !moot by GREG ARIEL TRUSS LUMBER SPECIFICATIAGS TRUSO SPAN 201- 7.0" IRC 2012 nAA MEMBER FORCES 4WEAGDF/01-1-0s TC, Tot Or "ItSTR LOAD DURATION INCREASE - 2.2S I- 2w: 02 50 2- "-13I 107? 3- 9w:-7511 105 PC: 2o4 nr lICIRTR SPACED 24.00.0. 2- 3.,(-12301 54. 11- 0-(01 107B ?- Ow: Cl 593 WEBS: $ 4 Or STAND 3- twf -970! 22 ?- 5.:-.351) 105 LOADING 4- 5w) -9754 22 TO LATERAL 3SPPORT ke t2"CC. 130N. 1.L1 275.01.D1.t 7.01 ON COP CHORD, 17.0 ESr 5- 0.I-22501 50 PC LATERAL SUPPORT ,- 120110. UON. DL ON rOTTOM CHORD - 10.0 :ATP 0- ,-: 0! 50 TOTAL LOAD,!!!! 42.5 POP OVERHANGS: 12.0. 12.0" Snow: ANCE 7-10, 25 B1SE Roof SnowiR,1 BEARING MAX VERT MAK HORT BRN REQUIRED BRG AREA 44-I,5x4 or rquo1 15 non-atructoral C1-1. C,w1, Ctwi.1, 1..1 LOCATIONS REACTIONS REACTIONS SIZE 50.244. 1SEECIES1 o,roical rerhero :uonl. 01- 0.0" -39/ 35411 -71/ 71N 5.04" 1.53 OF t PA1,1 LIM/TED STORAGE DOES NOT APPLY PPE TO THE SPATIAL 201- 0.0" -3.11 20411 it/ OH ?.50" 1.53 DF 4 ?25) RECUIRMENTS OF IBC 2012 AND IRS 2012 GOT REING MET. VERTICAL DEFLECTION LIMITS: A1,-L1240, TA-1./180 BOTTOM CHORD CHECKED FOR IDPSF LIVE LOAD. TOP MAX AL DEE:, w -0.002" e -1'- 0.0" Ailywrd w 11.103" AND BOTTOM CHORD LIVE LOADS ACT VON-CONTTERENTLY. MAX TA CREEP 0051,- -0.003" e -11- 0.0" Allowod - 0.133" MAX LL Dui - -0.030 9 10'- 0.C" Allowed - 7.954" MAX TA CREEP rEFL,. -0.091" 4 10'- 0.0" Allowed - 1.272' MAX it rEEL-, -0.002" 0 21'- 0.0" Allowod - 1100 CL CREEP DEFL- -0.001" 0 21'- 0.0" A11?wrd - D.130" MAX 34OR72. At DEFL- 0.010' 3 191- 0.5. MAX 410912, TA 0091,.! 0.024." e 19"- 9.E" Wind, IRO rrh, tv,I9.7ft, TCDA.4.2,RCOA-0.04 Poen 7-10, (All Nriahtri, Enoloord, 09012, tap.B, MWERS:Dirl, IR ad duration factor-1.0, 10-00 10-00 tnd yr:tic:Alta) orr rapoIrd to wind, 1r ----- -- , , 701213 'si4 for wind load: 2-!0E-11 4-03-05 4-03-05 5-09-11 Jo the plan- of the truas only. i J • l' 11-2.5:14 or rouirl It nort-otrortural diagonal inIrtr. IZ 12 IM-4:04 0.20 ....' ..103 0./a 4 4.0" ..- Pk Ala 2. M-1.5x4M ! 1 -1.5x4 I I I '4•11111 . , 1 ; ; . I . . i i .. 1 1 i I 1 - 77 40-. ---------__ _ - ---- _ -1' I A-- i,..........„..e...0f;;- 1 51-2.5s4 ?-1-3.4 14-2.5x4 i 03 P R()Fp, :o-oo 10-00 , ,..... •7 ":0._..., 1-00 20-00 1-00 ....._••41 -70j, ...c.- 89782P E r- JONAM -1 B E: DP '4001711'4001711PL ---___- AN A112-8 -A4 Soolr: 0.312? 2'4 - ___ __. --------- ' .01 WARNINGS, GERMS NOWA deent ednewo•neeed II, e bulk*,ord enc.,tedeac$4,sheadd be oddled pi el ronend Wee I,The door d baerd reed UPlA IT.perwherene WV.,end Id Ihr AIN Indeideal OREGON Ks Truss: A4 end WirnoN4 bean.crftturam teeeninnes. buid*,eee4....2 A442444411,41 edetee dersrtheten end/Ave .. .4...."9:1" inodbanbee al banpenent le the 1.106.041V 0 e.Nadas/&we.? 1:5)11..4 41.pi y A 5-1'NiCli4,<Z`'‘.' 3,244 emnrebaden vet brearq 44/51 be Instaled td4nre thew,e 2,1314'91,edds4.4.4 154 and When thenid 14 be 40./ebd tomcod et 3,Adisdionall beef:dewy&wend di ewe etibity-Avec contr.** 3'e 4.end*itt CC,mor.:07.34 tele.bd/cedIlteaddheid re*It nad,IN .p......,•441,or.ow..AdatramIt."...4 41.51,13 1, ever..046,14.3 duch el*booed sibeethinda 5 i snit,.dryn4111415) PA U L '* DATE: 7/F,/2015 .s.everell eIndelden the mg...6ft OM*Iteekteg deedlne1, 3 24 1ednkt brelpind 41.Wen!bfatOnt.44..$ M, SEQda.: K1296510 4 Ha Sted Venbe ended lo 4,4 tddepv,4 wed Ow et b.evenq end 4 Ietelenen n4Po Ye the womd:be8T of me'.W. .bedettette, N*a tee 5 Devon am,.Knees en,la be,,.d n a redwandsbe eta-Ova,. eter..an caned.nd et ibe eanedibl;env beds verde bon end wee Wag benfabor et r„de, I TRANS ID: LINK dedln bed,he a bbinnt le VT bbiebeneet 5 Nun ebb,*e 1,41 be ernq et el eurcen4 Velem Shen be geode 0 5,Cenyuleve het ne cohba1 ewer end*teemed ne ntsbantbilte be the EXPIRES: 12/31/2016 Iberta145,1•44114N enben,nt end intlebbon eIsanduadenes. 7,Deedn essames odedbeht*Whey.,4 yarded. July 9,2015 S.TN.dead,15 hoed..ledbetd le rh.lenteeedek Idd beth 14,1 E.Pletab thei be beet rd an belh 44.'401nm 4,41 PIK*SI 14,4.weer i TERWTOa In 9071 cep.bt,.9.4'. b.turdnhod upon reeedeet lora teedide*94.55 betef/roc Chbei inireibt bite ef Mee in Oweas. ! /Shit USA,InetCorrourruk Saftwiro 7.6.7013-E 13,Fur beat...dor See devgn rebel*.039431',ES 4.1111.4(45140 I Thio de,ign prepared 0r,, ,,,,rutet Input by GREG ARIEL TRU.Sf =3E1 .7FECIFICATIONS TRUSS 31ddl 7._ 2.0.. Wind: 120 mph, h.17.Ift, TeDL.4.2,BCDI,E.O. AOCE ,-10, TC: 2x4 DF 4111,870 LOAD D'IPATIOII EAnt = 1.11 (All He i ght ol. Encl coed, Cat.2, Exp.D. IDITP:S1Di c . EC: :x4 IF *14870 GRACED 74.C" O.C. load duration factor-LE. WERS: 2x4 IF srmr, End,,rtivalN! Ar. 42p244,1 1.0 wind. 1050110 Truss d•oinned for wind load, TC LATERAL 5001017 ...*, 110C. VON. LII 25.,21.DL; 7.01 00 TOP CHORD 3. 32.0 POT in the plane of the tow, only. BC LATERAL :36/P1ORT .k.- Il. 00, VON. DL ON 107701 CHM - 11.0 PST TOTAL LORE . 4:.0 151 Nat.,721135 design red-ares continu:us tearing wall Tor entir. sran "DN. 1/-1.5x4 or edlual at non-otructural Snow: ASCE 7-10, 75 lilt Roof Srw,w(Pu) vertical r,,bers (wen). Co-i. Ce-,1., Ct-1.1. 1-1 LIMITED STORAGE DDES 1107 APPLY DVE TO THE .01577AL REV/RDPITS OF /EC 2012 AND /RC 2012 NOT BEING HET. BOTTCM CHORD CHECKED FOR 101SE LIVE LOAD. 701 V.10 1107701 ClIORD LIVE LOAD: ACT 110N-CONCIIRPENTLY. 3-10 3-10 I --,- , 12 12 11.03 [27. 11!1-4:4 pill 7 i "d:1l1 4 cv /AGFArliar Air Air MAPORAPIfir ../ Alr,../..ir -1-/: _Z./ AP....Z._i ArAlr Ilr . ., 1. -0.514 M-2.5x4 ..L. .1, . -....,E 3-10 3-10 1-0.0 7-0 1-00 .1&fl\ t1 RP Op4.„ ‘t.Ytso 0j- .2%GiNit•-• / 4,......N, *,,V. 43:• 0_,,_ ...., -6,.,....... ...0 ,89782PE I- .1011 iwtr: DP 11007011 PLAN 5112-11 - RI Scalw, 0.€100 Fr 1141111114/04, GettC111411/40111. 4.1•44 411.444.4 44144 1 44, . I.441.544 444*ma.,tr,trulat 41.44141 Sr 444440 et 41 0.4441 Wits I.T1e4 444444 it hoard oty up.4.4 44/44,44.14 ite444 end.4 f,,,ari 14454,51,441 ..1_ -74,OREGON K, ITruss: BI VglWarrn.p Woo 44441.4/41.44 444444.444 441444.2 4444544wel 4444441444 eV 44444 2,44,4444L and 44144r I r0 Olmr I ..444.440.44 et te41.4.44.1 I*the 14414444411411,4 4401110 44447'41. . "-T 444 2,b•Darvrvostio,444 141144.2 mat to ine4144.444,4 414444 4 1 2.A664,,a1 loeporroy t.110,9 1......1.Vref&OM...0..0" 2 11•444.44444•444 444 bp 444 beCe04 ctenti 44 04 10.144 44.441.0 °9,44. il Y 1 6 NO ,....„.....,VW*444044 0441410.41 W.W.I SIIKI44 41 7 r..war iv•t.P442.4/4,111.4.•14.44 1....2.14,1/1,4+1 IWO'S S/ - .4444/44446 444144.4 444,1*es pv.44 tseetswecl 44444 414.114.11CI PA I DATE: 7/8/2015 IN.it.f.M OWN,*a IN tetwomadbieytte.W.Wordsewrow 3,141.0.1l•vov9wiewolbwdo4nweiredweref•stwaw,. K1296511 4.Me k44.1 44.41 24 44044%any 04#4444444 1.4111 444,el 04044 4,4 4.11444414,4 411,14 NI 4.4..41/4446.44 4114.4 hoSpottNe toonridar 144144•44 an 1404404 04.41 et 44 Dm 41444,1 art IWO.4,4444.1St, S.D44.44 4144.4444 Innen 144 14 144.'.4h I no.r.ormsve 4 4.0044444.4 TRANS ID: LINK 40.7413.it b.avill•dlo of,4+442444.41 .,d0,•St Shy WOW ar v.. II.Dawde*MM.1billewwded et 4 4 04•0014 oh."SNP,*1 IMO.,* S.COMO/.tun.144 en/S..41m end 1441441444 4,,1 4/44.4464111.S. EXPIRES: 12/31/2016 ..„,„., SIS.IINsI S044.44 W•te..wilandindalatooltatonow.a. 1.Dow 4414.444 4444244%Int44424 is 244441.41 July 9,2015 IS.'11.•0.M K kr.0.4.61.10,to III.I41444 441 b.,IT S.1.1044 4/401 to 144VA en 2414 tiers a/Inns 444 2444411 44 4,41444te . TP1W2 CA 14 IKS1.P.4/WWI vai too 4,41.4 44,4441.44.141 Is.to.44/4.44100 t Nes wets*fca 41We ro ine/s4 1 OAT k USA.fociCompuTrus Software 7.6.7111.)-E f 0.For Sow awned.&le 0444,1.W1 444 1104111,(311144/1 Wei) _1, , , Thin de,piqn pr-r -d Fr'' co,p,A,r Input by GRE(,ARIEL TRUSS LUMBER aPECTFICATIOND TRUSS SPAN 5'- ‘.0. /EC P.012 tl.AX nmftrp. FORCED 4WP/GDF/C1-1.DD TO: 2W4 Dr m1tPTA LOAD DURATION INCREASE 1.15 31 43 7-4.•(0) PC: 204 or oloTp SPACED 14.0" J.C. 1-4-r-T- 57 TC LATERAL T.',UPPORT 0® 12.0C. EON, LOAD/NG PC LATERAL .107PPORT 1P.CC. PON. It, 25.07451,5 7.05 ON TOP CHORD 3:.0 PIE ARIM MAX VERT MAX HORT, BRE AFX.UIRED ERG AREA DtooBOTTOM CHORD 10.0 PS!' LOCATION:7 REACTIONS REACTIONS SI:1F„ SC./N. 5nrcms4 OVERMANGP: 1Z.7. C.D. TOTAL LOAD 4/.0 VS? 0'- 0.0" -23/ 375V -4/ 'pH 5.50' t 4255 F'- 5.0- 0? 05V // QM 2.00' 0.15 prr rt1: Snw: ASCE 7-10, IS POE Rua: Sncw(R51 F.O. -32/ 140V 0/ QH 2.00" C.:4 DF t C,-I, Cr-1, c•-1.1. 2-: VERT/CAL DEFLECTION LIMITS, LL.L/240, T1,1,/IPP LIMITED STORAGE DOES NOT APPLY :VE TO THE 5PATIAL MAX LL PEEL P -1'- O.C. - 0.10CP RECNIE&MENTS or IBC 1010 AND IPC 2011 000 505510 mr7. MAX TL CREEP vErt, - -0.003. P P.0" - 0.133" 074 TC PANEL LL CUL -0.135. 0 3'- 1.5" Allcwrd - 3.335" BOTTOM CHORD CHECKED FOR 100.5F LIVE LOS'). TOP MAX TC PANEL'IL MEL - -0.062" 3*- 1.5," Allcwpd AND 0010054 CHM LIvn LOADS OCT NON-CONCOPPEUTLY, MAX HORIZ. LL ['EFL -0.000. P 5.- 5.0' 5-00 MAX 00050. TL CUL -0.004" e s.0- 12 Wind: 120,'ph, h.1.7.3ft, TCD1,4.2.BC04.0.0. or M1 }5"i350'5, Enclo.4rd. C .2, Exp.B. MIPFFS(NI), E2" loAd duration TSUS, drpiand for wind 1704s Sr Oh, plan.. of Lb,. trPwp only, 3 ..- 1 or 4 4.—x4 }rir 1-05 0-01 1-00 ',,ROVIDE FULL REAP ,00r:1,3,4 5-06 stO PROpc,, N4-6, 89782P E JOB NAME: ISP HORTON PLAN 7112-5 - 21 P.PPIP.: 0.6110 ' 11/4/114111462, GONWAL PASTEL team,Veen..reNd 7043 (1) 1.11441be wet entbee teebroftof*heed be 4,4444 470 Gwen,Wes f3114 44.1714 74.4 onft upon DO.presefebeo 43414,and Pm.,estertobl OREGON Truss: 31 awe Wooenee Wee.tebabeeben ebenore.34 WAIN,eoebee4 et Apslesbilly el deer pewee,.ots pep*, (01'.-4.10.7" inerporalef,of mew..no'be nrobor.41,41b OP.Wiens 4,411.4 7.7,4 44,,ben44,4,3 omb Opens nen,loo behied when tboo,e, 2_Nees twee444 tee ite sob harem CSVS• bo Iowa!,bowel 41 17 Ml? ?7'#'7 lbw.; eAuro stabify‘4,044 refelsoubee es V41 7 se.seel 411 e 4.reopeaNely tems)WM7.0 e..1•Nr,ln, 4 P4 brobef40411b 411.4 ofer,e4 A4bbonalpo,,,,o64,4bwee of eoffesoor,104411ploobood VereSorts.(3C)welt, O(BC1 PA U L DATE: T/E/2011 1,34 mob Ovule.1•11,44.......Abby of lee to.41144 441,4747 3.23 013,441 beeign9 Woe.,bowel mowed*bee Velem o SEQ.: E1296512 4,i4 444 Wobble 1,4 abebodie feertfentet 4,14 464,41 booboo rut 1,10444 toes es tioe nexersIbley or the relbrobtro emend*, !Wows en,beeekbone at 13,4 INNIS are bad.4,40464o 4,Dew,1,41,414o Owe. owe 4*boew000rroone erxrcesert lied on,le,3,1ro TRANS ID: LINK 4.4o boobs 64 Obbled ce,00me 0444,6 M.S..44 twerns NI 4,400,54 obeen St.4,wee** S beercetnetoes teNsel es. 444,44,3*oelbef4OO44/be be EXPIRES: 12/31/2016 f4S+44,44 befelloos,04.*and instsfaten of coeseeerfs. 7 Dettn Sluts*+I selsatstS.*Vssils PSS,,Ssi be 5Nets Jul S y 9,2015 11.1­,it SYStosS.4 Subral6.666017,11.4 IlisIstons kelt trs , 0,411 Yecabel an bob, at truot,toe biome 44 b.stoste , TPSWI'C.AI,PCS,topn f bo 5a770166wpm requont tab4 te.oclo eth roe D4olto *no of Oro non1.44 ' Welt USA,Insfl.artouTrus 5,556?ere 7,5.7(10-E 15. boob ceenocPar pie*4.49.yokel 6.6505.154 44.117166 Wok) Th.s design prepared fron :aero It"- :npot by GREG ARIEL 7RJ22 t3ERPLCIF CATIO'7S TRUSS SPAN 5'- 6.0' IRC 2012 MAX MEMBER FORCEC 4eF/D0F/Ciel.00 TC: :xi OF 614777 LOAD DURATIO:. I77CREA5I: - 1.15 1-2-1. 07 43 2-4-747 4 1-4=1-1G.71 PC: 274 OF$14PT? 'FACED 34.0"•a.C. 2-1-7-707 14 104177: 374 RF 30A717' LOADING -" LATERAL. SUPPORT Ge 72'00 1"7. L1.7 25.01+0Li 7.07 477 TOP CHOPP^ 32.0 PST BEARING MAX VERT MAX HORD 7.G RECUIPED PRG AREA BC LATERAL 2UPPORT se 12'072. 200. DL ON 7707704 CHOP2 _ 14-.7 PSE LOCATIONS REACTIONS REACT:ONO D/Dt 5Q.I0 :,PECIE37 7OTAi. LOAD , 42.0 PSE 0'- D.C` 23/ 303V -4/ 57N 5.:7' 5.77 ..F ! 7.:57 sl'ERNANG2: ...." t4 '. " 5'- 7.0" -7f 2157 0/ PH .. 0.34 OF , 7151 Snow: ASCE 7-10, 25 PDF Roof F ull s) _1.5x4 or �q'a.l mt nen r....ct,rs1 Cs"1, Ce-1, Ct"7.1, I"1 VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/16P vertical neer-r.. ,annl. MAX LL Dm. -D.00i" 4 1'- 0.0" Alleve-d e 0.190." LIMITED NTORAGE 1X741 NOT APPLY CU1:TO THE 5PA71AL MAX TL CREEP DEM - -0.003" ' -1'- 0.P" A1lcwed " P.133• REQUIREMENTS OF IBC 2017 AND IRC 3012 NOT REI7G MLT. MAX TO PANEL LL CEFL - -0.052" a - 10.f" Ati,wed - 0.327` MAX TC PANEL TL CEFL --0.07y" .1 2"-- 10.5" Allowed G.4r9. BOTTOM 0710771+CfiECEED FOR 10R5F!Ayr LOAD. TOP AND BOTTOM C71OR0 LIVE LOAD: AC, ::011-CTS0SFFENTLY. MAX HORIZ. L., CEFL- 0.0011" 2 1)'- 4.3' 5_06 MAX H1RI2. TI. CE4L_ 0.000' R 5'- 4.3" 1' 'F Rind: 120 7*1h, 11-77.3ft, TCOL-4.Z.BCOIi-£.D, ASCE 7-L0. ID (All Heights), Enclosed, Cat.:, Exp.B. M1FRCIDir7, 5.00 2:7. load duration factor"1.4, Ttuss designed for wird toads in th- plane of th- truss only. M-1.5x.4 I 1 I�o r 0 -�� . 4 b 1r ' 4 fl M-2.5x4 M-1.5x4 y_. y Y 1-00 5-06 X17 c O PR QFFss ma c, 6Nc'1NEE.9 �,..., ,' 89782PE / � JOP NAME: Oe HORTON PIAN A112-A112-13 - 32 3o.I 7.754' Y - /} WiVVIpIOi: GENERAL NOTES. .A..e..e..n..u.e ' fI �(� - + 1.lW.trJce• .a*MeferWWMaM.atltrN6•nttMileS•f t..TMsengnMOwam.1VP.n.pen rMtn.'..' ..P-. i OREGON p Q' Truss: 32 r e4 Wareida We.e me..'+we.ew+beet . aaero ea-ee..wt+iooYse4TF pfa.wm.pr.swr.n,+lone. /,Q 2ta4Ae.W.ubn wee Impe.rod M MlOR'.Nn Ntww.. ^m.pnMnafm•.0.nt'i4Wr.W+^tMN"/eFRrt NWIn@+M.'9^••. '9 `+ •�v J�y. �f I AdNMall.06.17 M.emele Me.debit,PIO.a.wlnmen Z Or.V.....rr..ep b.aMentt..cMrMb MYEve4.Ae,e dM l / le Che...pewwYrtreb.re.br.Md.. M.weN bntbq of Sart-A.ac 11 Te A Imeedlely W.es WK.Ile.11 FA..N^C'hM h M beeelme.av»tlhimp 1.w1,tc..d.1.11..4lrel .•Y..MHC1. ' d" f 11.. '\ DATE: TR/2015 e»ese..tw.e•wM•e.p.rep el Me WWI MwRpw., 3.aY.p.e thlreq.b.Melrq eememed w.. t*•• �`A V I 4 Vb.e lard rxbe we.le em cembetere eeer e4 D'"ena ,, O..9,M teemenelelle et eenp. . eM .ct. _A. SEQ.I K1296513 ( b*.n.n.r.eempe.eraetntfnw.ne.ld..rybeeev.rn a S,p.ta>'...ww...,ws...a.be.mewlis4neir•,a_.s._...,.am".$. M+•D•t tars be ea los e,mw•eet oa.*.brae[wndt*'ares[. TRANS ID: LINK 4.Oreo,asse...rww..*el1 sse.nentwn Sm.mIe. ll 5. e„rro.r teeea.. ewee.a, ».rsl..peh.•,..r Mt Me EXPIRES: 12/31/2016 be•,7.--ApdFq.les ead.N.Ye.n at Mee.... 7.O.W7...,m..d.tN.4Oe+ugr:l$*74d- 4.T.M.,is t.,n.d.�f t.t..11....P P be 4.Pe. .IS•h7*t.den PAM 1.11.11....d 04.4 Wt..woo July 9,2015 TR/mu..PC5l W...ween M ea a...f'.e wen.pew, en..c.a.wen le.t table M, 9,Oge.ratet.Act el plete h Mae.. Wet USA M4JCpnIp.Tn1.Software 7.i7(TL)-E ld.Fp pews cepa.ploy sew ..v.u.w ES.I11,rs5.7 p+4/.T4.1 This des lin prepar-'d from computer i.rent by GREG ARIEL.7510W LIIIPEP SFECIF'ICATIOWI TPICW SPAM 31- 6.0- 1112 0012 MAX K43tSER FORCE' 415/GDF.1Cl-1..11, 1x4 DF•1467" LOAD 110507I1211 11 0002E a 1.15 -? Op 41 1-4,112 HC: 0x4 :1.'eItBTP SPACED :4.0e 1.C. 2-3-I-534 10 72 LATERAL.SIIFORT 2:04 12'000. UCC. LOADI:IG PC 1,0105AL SUPPORT t" ::5112. ATTN. ..LI 25.01+DL! 7.111 0:1 TOP CHORD - 12.0 PPE REARING MAX VERT MAX HOP: PRG RECUIREG RAG AREA DL 11N 607704 CHARD-, 12.0 PSE LOCATIONS PEACTICIFS REACTIONS SITE 50,11. 111PE'IE.1 t}CEPHANOR: 1 .0" 0-0" TOTAL LOAF - 41.0 PPE R'- 0,57' -10£ 3155' -2/ 4041 5,50" 0.51 DE ' 4211 3'- 5.0" -17/ 442 Of OH 2.00" 0.14 DE 1 1'51 SDP.: RSCS 7-172 25 Fs0 Pool 300 5'sl 3'- 6.0' 0/ ABC 1f OH ..;90" 0.09 ,,. • .5' Ca-1. Ce-1, Ct-1.1. 1-1 LS2IZTED STORAGE DOES MOT At'i'LY LY'E SO THE SPATIAL VERTICAL DEFLECTION LIMITS: 1,11-1.242, TL"L/1? Tha. deailn prepared iron ce-puter input by GREG ARIEL TRV': LUMBER SPECIFICATiCNS TRUSS .SPAN 3'- G.0" IRC :012 MAX :;En.nrp FORCER 4NP3G0f/C.,-1.00 TC: 2x4 CF a14BTP LOAD DURATION INCREASE - 1.15 1-2-r (3) 43 4-t07 3 '-4-)-97) 17 BC: 2x4 DF 414BTR SPACED 24.e" C,C. .-'-1-411 d VERS: 2x4 CF STAND LOADING CC LATERAL SDR ORT 4= 12'rC. JON. LLt 25.0^..DL) 7.3) ON TOP Cf3ORD- 3:.0 PRF REARING MAX VERT MAX HORS FAX RECJIR.ED BPS,AREA PC LATERAL SUPPORT r- 12'0.0. JON. DL ON BOTTOM CHORD- 10.0 p' LOCATIONS REACTIONS PEACTION3 SIZE SV.1N. tRFECIE:) TOTAL LOAD- 4:.0 PSt 0'- 0.0' -30/ 313V -1/ 391E 5,50^ 0.51 00 251 OVERHANGS: 12.0" 0.0" 3'- {.0' 0/ /29V 0/ OM 2,30^ 0,..21 OF r ^5} Snow: ASCE 3-13. 25 FSE Roof Rneew)Pe) Co-1. Ce-1. Ct-1,i, I-1 VERTICAL DEFLECTION LIMITS: LL-0.0240. T1,-1.111,0 MAE:LL PEEL --0.062" t' -1'- 4.0" Allow-d - 0.133" LIMITED STORAGE ODES NOT APPLY 11,E TO TME SPATIAL MAX TL CREEP PEEL --0.001' 0 -1'- 1.0" Allowed - 0.133` RECVIREIIECTS OF IPC 2012 AND IAC 2312 NOT BEICO MET. MAX CC PANEL LL REFI, - 1.068" 't 1'- 4.: Allnwad - 0,1P2- MAX BC PANEL TL CEFL - -1.011" ' 1'- 10.9^ Allowed - 0,10E" BOTTOM CHORD CHEOPEC EOR 11'PSF LIVE LOAD. TOP AND BOTTOM CHORD LITE LOADS ACT 010:7-COMCJPPENTLY. :..A% HORN.. LL 6EFL - e.Do^' 3'- 4.3^ 3-04 MAX MDPT«. TL DEC.. - C,o00" 3 3'- 4.3" t r Wind: 120 rph, R=25.91!, SCDL-4.2,BCDL-5.0, ASCE 3-I0, 12 tAll He1401.0. Etcln.oed. Cat.?, Exp.B, MOM*(Di:), s.oc [ load duration factor-1.5. Coo.4 de.ioned for wind loads in the plana o, the tru.-n only. 11-1.5x4 J,,dd Ci nn 0e m F , L t a 14-2.5x4 11-1.1x4 kl t 1, 1-00 3-06 �(�Ep PRpcFvs 0AGI NF9 /0 89782PE �r -'" }= .00R t7AIt: CP tHORTON PLAN 5112-B - J4 Scale: 3.702.6 r INANNINGS2 OLNEau NOTES. vrw 4eehwaw.nee. to,V ' I.Eoi4er.a•b.ndanotoO+itletiMJlet.d.wodelaGenerNNage I.TM Melt4be.ed.a(wen P.pn�n.Ne.Yor..Mwr».n.'&ni s '"Sj1 OREGON Dem Truss: J4 aoPt***gtt.an noaaan.nea. e�aroa«�eae....Re«ee.rra&e 14M+404.4P„lamo.• y 2.to.eo.ee�*wobN enueNrt . wh.m.oaa.. ,~m•Pe,.,on.,. ,n<.e>,*et.eoe..e�„ar�.. .,a..tr«. "T ""lF V 1`� <?` ..ndaro.wn"wt'K+e.adr9bwateabW onaow<a.netKeen 2.O.ean Immo..e***and moon,done*N tr bnw.ic booed of wee ro.eante+ro arew.wtta..4d46wwi p.n,on Ob+c+.+0at non• MGJt 1O aG.+aPMdwN/.nMw baW NHW ib44.oI1C) /� DATE: 7/8/2015 or...tlW0,...itnoatninrcrP of PM e4or;i, .' cew..o Onerrget rNNow* ******7C)ONO*rtay.tltDC7 PA "�� 1 2rt+oPtiMnla•ve.bmrreeneaq moored Own tn.,r.,-• V l.. 4.Na badahmilb*appMdM oro taanvwwn O4 end tow No Maung e1nn et temoons**,also mi.**tcne**** SEQ.: K1296515 Nowa*on.cooncirho n..U..M in,.,b. iO IUBV pin 1.0. ,monodeaa....Pbta„wen ane...a..ay...a..a..n.O. ana R.woy taraeen-of ow, TRANS ID: LINK w.Tb.dPb..bdwer wry..aaea.n. S. oatos s.trove* ofswo.nvb,onsnoner*ooNo, 1 2,Ge-w.e*�NNnoc aY,ondoa- 'a tor Ino a EXPIRES: 12/31/201$ "Merlon,**,,N,snow,*.M.*d.lrtan el wn O.TMs debpn w APnn0MPacer.+e.x+6.1.0***w bonM d PP0iniIN,VaalNo non beto *tent 1448+ dta».+tower July 9. �i rJ TW 227.*nPill.nW+et*Not*4100 B.aun.4 MK rlre** Imo tor***• pen omtrrOno, O.Dgn ode*:tee arplate a mho,. I.GTob USA,MtiCenpuTno SaRveato 7.6.7111.I-E 12.O'or brut c..n.cr.o pNto**Or.rwe w ESR4 St I.E:R46,88 P cr,,o FEBRUARY 14, 2012 Standard Gable End Detail ST-GE100-001 I II I ® MiTek USA,Inc. Page 1 of 2 DDla/I Typical_x4 L-Brace Nailed To 2x_Verticals W/10d Nails,6"o.c. Vertical Stud II Vertical Stud (4)-16d Common Wire Nails LI DIAGONAL BR J n A ,a' ACE MiTek USA, Inc. Li 16d Common SECTION B-B �� Wire Nails DIAGONAL BRACE —� p‘.. Wire Spaced 6"o.c. 4'-0"O.C.MAX . (2)-10d CommonMINN 2x6 Stud or Wire Nails into 2x6 2x4 No.2 of better �� TRUSS GEOMETRY AND CONDITIONS r SHOWN ARE FOR ILLUSTRATION ONLY. Typical Horizontal Brace A 12 Nailed To 2x_Verticals SECTION A-A w/(4)-10d Common Nails iii iiiit„.„. � Varies to Common Truss 2x4 Stud !.%////i.'/.%//////%%//////./%////moi, SEE INDIVIDUAL MITEK ENGINEERING PROVIDE 2x4 BLOCKING BETWEEN THE FIRST DRAWINGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH(2)-10d NAILS AT EACH END. AI I I I �y ATTACH DIAGONAL BRACE TO BLOCKING WITH 'i�L'I` 3x4= (5) 10d COMMON WIRE NAILS. a.,mi ri t C �■ 62 (4)-8d NAILS MINIMUM,PLYWOOD %/A/FM/�A%//��r//��////VAI��/ , SHEATHING TO 2x4 STD SPF BLOCK * -Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B 24"Max Roof Sheathing NOTE: 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 11 11 1? i 2" / 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND 1 3" W. \�� WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. p� 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. Max. (2) 1/ O� ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT / :r (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. f �� /TrU$" 'S @ 24" o.c. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A 1,,�� / 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL ig,ii BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. r ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. /2 6 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 L/240. at 1/3 point 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. I End Wall HORIZONTAL BRACE (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 D General Safety Notes PLATE LOCATION AND ORIENTATION 3/4" Center plate on joint unless x.y 6-4-8 dimensions shown in Il-in-sixteenths offsets are indicated. Failure to Follow Could Cause Property /4I (Drawings not to stole) Damage or Personal Injury ; g ) ry Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stablily bracing for truss system,e.g. ......Ts . and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. j2. Truss bracing must be designed by on engineer.For 1/T in 4 wide truss spacing,Individual lateral braces themselves may require bracing,or alternative Tor I illEinit O 9 p bracing should be considered. x O= s3. Nevertock exceed materials theon desiginadenqloadingN shown and never Illnillor U Alluate braced trusses. i a o R4. Provide copies of this truss design to the building For 4 x 2 orientation,locate " ' S. I designer,erection supervisor,property owner and plates 0-1,14' from outside BOTTOM CHORDS at other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on eoch lace of tr ss at each - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane of join) required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connectorTHE LEFT. plates. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment In accord with ANSI/IPI 1. 'Plate location details available In MITek 20120 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at lime of fabrication. 9. Unless expressly noted,This design Is not PRODUCT CODE APPROVALS g ppicoble for PLATE SIZE I use with fire relordanl,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 resporuibtityof truss fabricator.General practice is 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,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be o1 the species and size,and Southern Pine lumber designations are as follows: in at respects,equal to or better than that �� Indicated by symbol shown and/or SYP represents values as published specified. 1i 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 al 10 tt.spacing. or less,it no ceiing is instated,unless otherwise noted. BEARING IS.Connections not shown are the responsibiily of others. Indicates location where bearings 16 Do not cul or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MTek®All Rights Reserved approval of an engineer. M=M reaction section indicates joint Mil =121111 number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. �_R 18.Use of green or treated lumber may pose unacceptable ;. environmental,health or performance risks.Consul)with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design Wont.bock,words Plate Connected Wood Truss Construction. and pictures'before use.Reviewing pictures alone Is not sulficient. DSB-89: Design Standard for Bracing. e a 20. BCSI: Building Component Safety Information, Design assumes manufacture in accordance with Guide to Good Practice for Handling, F/i li e ANSI/TPI 1 Quoity Criteria. 1 Installing&Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet:MII-7473 rev.01/29/2013