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Plans (37) fr S7 o/6 —bo c/6 11111 sko SeAfri-/f MiTeW MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: DR HORTON PLAN 3726-A ROOF DESIGN INFO 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: K1448272 thru K1448288 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. 74btNe'D 04 GIN E E?4\. 5 44, 89782PE 9r 41' OREGON 41' 'y 04RY Ab PA UL i "se• .31/2016 October 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. This design prepared from computer input by GREG ARIEL TRUSS LUMBER SPECIFICATIONS TC: 2x9 DE 8018512 TRUSS SPAN 3.0" Wind: 120 mph, h=16.2ft, TCDL=9.2,BCDL=6.0, ASCE"]-10, BC: 254 OF 916BTR LOAD DURATION INCREASE 1.15 (All Heights), Enclosed, Cat.2, Exp.B, MFRS(Di r), SPACED 29.0^O.C, load duration factor=1.6, TC LATERAL SUPPORT 0=12"OC.UON. LOADING Truss designed for wind loads BC LATERAL SUPPORT 0=12^OC. UON. LL(25.0)NDL( 7.0) ON TOP CHORD= 32.0 PSF in the plane of the truss only. DL ON BOTTOM CHORD= 10.0 PSF TOTAL LOAD= 92.0 PSF Sable end truss on continuous bearing wall 0001. Snow(ASCE -10, 25 PSF Roof Snow(Ps) )1-1e2 or equal typical at stud verticals. Refer to CompuTrus gable end detail for Cs-1, Ce-1, C1=1.1, I=1 complete specifications. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. BOTTOM CHORD CHECKED FOR OOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 7-01-08 7-01-08 4 12 7.00 IIM-9x9 12 Q 7.00 Ca M-2.5x4 M-2.5x4 L 1-00 -Q PROFFS 19-03 c\ e:�NG9 INEFcS>0Z Q :9782PE v, SOB NAME: DR HORTON PLAN 3726-A-Al Scale: 0.9771 .,, [J DMUNNo6MA�MOT66. ink a mxewted //S Truss: Al ,. end erection cans.mrshwaM.asw of all General nates Tn eedonro.wn me wnm.w.shomend;s toren immdeel �'. / wManwnso-nsmn commences. a W1are wreMawa.MMaa.o.w.m parameters 9,L OREGON o', 'Cr end Pomp iwysaa.mam.nMtog.Mdrnenshown.. mwrwmereaw�'wn.M�sMe:.sw responsibility .r. 3.Additional dsmam insure Mamrtyamngconswadon 3.Design assumes metop end MmmcMmam be laterally braced at Ahem simymme.nmgMdaon.eam...mingd rp. a.,Qaa..weanan. a.aamaenm,Mraww 99fi 9pY 15 et. c) DATE: 10/8/2015 m�e Mlwn responsibility[Ma Mia'ndangner. cement..sheathing such..plywood aheemilq(rc)end'a aye.l3BC) Q SEQ.: K1448272 q.Nn am:mouldhehe structure m any component.M.Mral brand and a mam�eo ss s aMmponsei.aehe seme.e.am" PA U L ``\ nn�ponaMm m the".wawa noneamr. TRANS ID: LINK design as ere°'n'ple"°"d"n°.m.awaaam a.a:g.mrman 5.Desgn.w,m«wss.are to he used a e noncoms.°en„"amens be applied m for-dry co...motuse. S.Compare.hes no control assumes no:eeGa:uia�rtY la N. O.D s..assumes Nn Manna mill supports shown.Shire a sedge 1 teMwM.MnmiM.ahlwnm.n6 teaMnmwmwwnm. ]o,sa„meas."s;um,,.�uatedn„,.geisprovded EXPIRES:12/31/2016 6.Tendesignswmrehedsugedtodmlune,hm,sssnmher Mw.mdoneomr„ssd ussand maned sotheir center October 9r2015 TRwrtu a fits,reps men's”sell M furnished upon request nM o.Nilsinchoatesm.pae in inches.MTk USA,ITeJCdnpuTrusfidlMere76.6(1)8 or Mss connector pate design values see ESR-1311,ESR-1965(MD* • l ,, This design prepared from computer input by GREG ARIEL TRUSS LUMBER SPECIFICATIONS 14-03-00 GIRDER SUPPORTING 8-00-00 IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq-1.00 TO: 2x9 DF 411IRTR LOAD DURATION INCREASE-1.15 (Non-Rep) 1-2=1-1927) 147 1-6=1-100) 1593 2-6=(-172) 68 BC: 208 DF SS 2-3=(-1821) 166 6-7=( -36) 1114 6-3=( -74) 907 WEBS: 2x4 DF STAND LOADING 3-4-(-1821) 166 7-5=(-100) 1593 3-7=( -74) 907 Snow:ASCE 7-10, 25 PSF Roof Snow(Ps) 4-5=(-1927) 147 7-4-(-172) 68 TC LATERAL SUPPORT<=12"0C.UON. Cs-1, Ce=1, Ct-1.1, I=1 BC LATERAL SUPPORT<-12"0C.DON. TC UNIF LL( 25.0)+DLI 7.0)- 32.0 PSF 0'- 0.0"TO 14'- 3.0"V BEARING MAX VERT MAX HORZ BRG REQUIRED SSG AREA BC UNIF LL( 0.0)+DL( 10.0)- 10.0 POP 0'- 0.0"TO 14'- 3.0"V LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) BC UNIF LL( 75.0)+DL( 51.0)= 126.0 PLF 0'- 0.0"TO 14'- 3.0"V 0'- 0.0" -105/ 14960 -61/ 61H 5.50" 2.39 DF ( 625) 14'- 3.0" -105/ 14960 0/ OH 5.50" 2.39 DF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. BOTTOM CHORD CHECKED FOR lOPSF LIUG LOAD. TOP VERTICAL DEFLECTION LIMITS: LL-L/240, TL=L/180 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL DEFL=-0.029^@ 9'- 1.9" Allowed= 0.667" MAX TL CREEP DEFL=-0.070"@ 9'- 1.9" Allowed= 0.889" MAX HOSTS. LL DEFL= 0.007"@ 13'- 9.5" MAX HORIZ. TL DEFL= 0.011"@ 13'- 9.5" 7-01-08 7-01-08 I '1 I Sind: 120 mph, h-18.2ft, TC0L=4.2,BCDL-6.0, ASCE 7-10, 4-00-15 3-00-09 3-00-09 9-00-15 (All Heights),Enclosed, Cat.2, Exp.B, MwFRS(Dir), load duration factor=1.6, I ' I I 1' Truss designed for wind loads 1212 an the plane of the truss only. 7.00 M-9x6 '' l 7.00 3 -1 1(ru�\ M-1.589 M-1.5x4 1v l4 +l M-7x8 M-7x8 ...4101\ Nil OM alb. 'o 00 I M-3x8 -M-9x9 =M-9x9 M-3x8 y 5-01-02 y d 9-00-13 l 5-01-02 REDPROFFl � S 14-03 5 E9/ ,, tc,„ O, � 9ve 89782PE • JOB NAME: DR NORTON PLAN 3726-A-A2 Scale: 0.4183 • v ., WM40 A E: 0.181KOOT[6, to........ 1. snwN be Odds.Nell General No. ne is Nisei only upon Me p.m...own e.4 is Mr e.inomett.l 9,�OREGON p', Q" Truss: A2 .mw.mmtenors wns.*rnmmenc... wur000nw..MAcwi ....ow.ro�.mm.re�...aomwr 9 (./ Z �. 2.2.comw«sion".bm.a.e mw b.i.g.ma.m.i.slims.i. ii' combo"di component is ms r..c.nsibilre a Me building designer. '9 44 15 �i 3..anaw.l mnponry Mcnpm insure eNNIR/We.O construction 3.Dee SEBMOe toy a.bamm Om.n be Metal,Wood et _` the mepnwipllty of Me emcen./d04onel permanent bring d 3ec...ntbo.n.swan...wood.bas.ff.eni rn.ir NngNbY p V DATE: 10/8/2015 responsibility a the....signer. 3 sheathing soon..ming ma+id um.s.mn•dyw.11lecl Aq UL `\ aces n on Misnr.dmlbrei k8YoiMems155slim.... SEQ•: K1448273 Iamlet enm^YPomw.elneny.m.r.11nl..mo.na 5.nIa ( m�bmenwo..brraM.nswnss.emaa. fee.No b.sow s.o.sign.ssw.aM....w m a used n a w�.osb.enwm.m..b mm'a..toany om.smaa.m vasa a.TRANSmen .wate...weabw•of use ID: LINK a w'a m0t9'ie'°•nr o"'0°"'"t 8.O..ge...subs..g et m supports silo..n.smm«....11 Comp,.l.nasnoconbolever..a..eemesnemsp...MlMmrm. EXPIRES: 12/31/2016 s rb�eon.n.eali�,shipment end ins'.wmn olwmpo..nn. onign iwumes aaGotomenage b prow. October 9,2015 n.a were:+n m... se...by 8.Plates Oat be kwnd w both raws a buss,end placed s.Mair a.mer CAin C.soMes ol...I.lumbo.upan.wea Ines cm.. '...Ines. 8.Mirek USA bmJComyeTres Software 7.8.6(1L)-E to.a beTseconnector planswipeWINOS Soo ESR-131l,ESR-1984 lMiTeq to This design prepared from computer input by GREG ARIEL TRUSS LUMBER SPECIFICATIONS TRUSS SPAN 6'- 7.5" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq-1.00 TC: 204 DF lOUBTR LOAD DURATION INCREASE=1.15 1-2=( 0) 57 2-6=(0) 200 6-3-(0) 146 BC: 2x4 DF losBTR SPACED 24.0"O.C. 2-36(-292) 0 6-4=(0) 200 WEBS: 204 DF STAND 3-9=(-292) 0 LOADING 4-5=( 0) 57 TC LATERAL SUPPORT 0=1,0C. UON. LL(25.0)+DL( 7.0) ON TOP CHORD= 32.0 PSE BC LATERAL SUPPORT P=12"0C. UON. DL ONB OTTOM CHORD- 10.0 PSF TOTAL LOAD= 42.0 PSF BEARING MAX VERT MAX BOR. BRG REQUIRE➢BRG AREA OVERHANGS: 12.0" 12.0" LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) Snow:ASCE 7-30, 25 PSF Roof Snow(Ps) 0'- 0.0" -28/ 392V -37/ 370 3.50" 0.63 DF ( 625) Cs=1, Ce-1, Ct=1.1, I=1 6'- 7.5" -28/ 3020 0/ OH 3.50" 0.63 DF ( 625) M-[1[1x4 o equal at non-stSuctuSal e al members Pion) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL-L/240, T1=5/180 BOTTOM CHORD CHECKED FOR 000SFLIVE LOAD.TOP MAX LL DEFL=-0.002"@ -1'- 0.0" Allowed= 0.100" O AND BOTTOM CHORD LIVE A ACT NON-CONCURRENTLY. MAX Ti CHL =-0.003"@ -1'- 0.0" Alloyed= 0.133" MAX TL CREEP DEFL=-0.010"@ 3'- 3.8" Allowed= 0.403" MAX LL DEFL=-0.002"@ 7'- 7.5" Allowed= 0.100" MAX TL CREEP DEFL=-0.003"@ 7'- 7.5" Allowed= 0.133" MAX TC PANEL LL DEFL- 0.009"@ 1'- 7.0" Allowed= 0.206" 3-03-12 3-03-12 4 1 1' MAX HORIZ. LL DEFL= 0.001"@ I'- 4.0" 12 12 MAX HORIZ. TL DEFL= 0.002"@ 6'- 4.0" 7.00 17 Q 7.00 ISM-9X9 Wind: 120 mph, 0=17.1ft, TCDL=4.2,BCDL-6.0,ASCE 7-10, (All Heights),Enclosed, Cat.2, Exp.B, MWFRS(Dir), 34.0" load duration factor=1.6, Truss designed for wind loads in the plane of the truss only. REFER TO CDETAILUS STANDARD ,e,./Ort,flt � � �` GABLE END DETAIL FOR DETAILS NOT SHOWN. 6E20, 0 M-2.5x4 M-1.5x4 M-2.5x4 3-03-12 3-03-12 n y 1-00 y 6-07-08 y 1-00 y ..<''°' D rROFCCS ��� �NGI NEE9 S/�2 'r 8.782PE v� / ..•'.7e. ' • ' JOB NAME: DR 001501 PLAN 3520-A-B1 Scale: 0.1500 '/ oa�L unessM .a noted- 1i 17/1/e/ �OREGON Q� Q' Truss: El y1.Bullpen««tionre,.aa...Mgioaewdell Gere„iw(.a s °ny°wntnewemewa.m.,nend amr,.5.55, ,9 ('qRY 15�,�,P and Warnings Earn.bs a Mp -NY 3 gin. a4 al ed a q� J hop stability con u lsto� y braced at DATE: 10/9/2015 responsibility Additional bracing of f continuous shoaling such as Y r.:pe ry yo glair PAUL R aq.resp«is,of the buil.°designer. ara.n...a or Ma.brae rec..when Moen+• aymlNl5c1 SEQ.: K1448274 Ma overall ammieem any comismeMu.M.mr m ae...m is aaellmpn wbuss,Ma,esmnaeNiy su...eon.con..., 4 fastens%ere complete em at n°time should any loads anaterthen 5.Neon assume trusses ere b m used in a m.-oxresre eneronmmt TRANS ID: LINK ds.wnberab•°pa:da,.yp,mp,em am. tprnmrcombo?,ofo. EXPIRES:12/31/2016 5.Compare nes no control over end assumes no respnsiamy for Ma 0.D«gnmum..b«mg al all wPPom Mown.Stiimerwdged October 9,2015 lebrat. Menne5 shipment end amlamnmpmppnb:. 7.w.an mana,ee...drainage is pr«lae. 6.ane Omen a furnished subject to to km...fetrorm by 8.Pates Mel be boated on both apes dens,ens, ,wrC+eecsl.wp.ofwnbnw4N mfwombed Mon raper .MMjomcesw lk.s peen samwp.mar MTak USA.IncJCompuTrus SoMnre7.8.8(1L)-E no �iu pen of plate Cn into«. Mete Canon plods ala ESR-1311,ESR-i BBS(Mitek) I 1 •` This design prepared from computer input by GREG ARIEL TRUSS LUMBER SPECIFICATIONS TRUSS SPAN 6'- 7.5" IBC 2012 MAX REVISER FORCES 4WR/GDF/Cq-1.00 TC: 2x4 DF flaBTR LOAD DURATION INCREASE-1.15 1-2-) 0) 57 2-5= 5-3=0( ) 146 BC: 254 DF#16BTR SPACED 24.0"O.C. 2-3=(-294) 0 5-4=(0) 202 WEBS: 2x4 DF STAND 3-4=1-2931 0 LOADING TC LATERAL SUPPORT<=12"OC. UON. LL(25.0)3DL( 7.0) ON TOP CHORD- 32.0 PSF BC LATERAL SUPPORT<=12^CC.UON. DL ON BOTTOM CHORD= 10.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA TOTAL LOAD= 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 12.0" 0.0" 0'- 0.0" -32/ 408V -30/ 34H 3.50" 0.65 DF ( 625) Snow:ASCE 7-10, 25 PSF Roof Snow(Ps) 6'- 7.5" 0/ 2770 0/ OH 3.50" 0.44 DF ( 625) Cs-1, Ce=1, Ct-1.1, I-1 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL-L/240, TL=L/180 MAX LL DEFL=-0.002"@ -1'- 0.0" Allowed- 0.100" BOTTOM CHORD CHECKED FOR to PSF LIVE LOAD. TOP MAX TL CREEP DEFL--0.003"@ -1'- 0.0" Allowed= 0.133" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL=-0.010"@ 3'- 3.8" Allowed= 0.403" MVA`:TC PANEL LL DEFL- 0.009"@ 1'- 7.0" Allowed- 0.206" MAX HORIZ. LL DEFL- 0.001"@ 6'- 4.0" 3-03-12 3-03-12 MAx HORIZ. TL DEFL- 0.002"@ 6'- 4.0" f T T 12 12 Wind: 120 mph, h=17.1ft, TCDL=4.2,BCDL=6.0,ASCE 7-10, 7.00 Q 7.00 (All Heights), Enclosed, Cat.2, Exp.B, M4FRS(Dir), load duration factor-1.6, Truss designed for wind loads in the plane of the truss only. IIM-4x4 3 9.02n8 11 2.0 g "TIM ill M-2.589 M-1.5x4 M-2.5x4 l l l 3-03-12 3-03-12 l l y 1-00 6-07-08 `�ED PROFF's2 ��\� ANG I NE -,.., /-'L ¢' :9782PE 9v • JOB NAME: DR HORTON PLAN 3726-A-B2 Scale: 0.5701 a: gam . V': Truss: B2 ntl.beforon mmactor ruceonml„ence. dell GeneralNS basedonly wa„of,esg ame„eand ddoled im tlwl •REGON .mw.mmg.beare mnmaobeammnenma. This design Applicability of design parameters and weber 7 O 2.274 compression ewe Nacho must Pe installed.mare mown.. incorporation oempoea is a responsibility et the building dodge... x•9,9 (./ i5 �vlP 3.ROEnmal temporary bracing et insure stability doing mnaWction 200 assume..tm and bo:ameMmetebelaterally,0050 braced at is De mibilbyamaereaa.Pdd'gonal permanent braarga 2. Too.and 8110 o.c.reapearven embed bd.through,119W Wed194 DATE: 10/8/2015 Ome ndntit oftbebeMrydoNSMI. 3.x�conpn sheathing wmateral acedremnniagre shown rdPxlNeC). SEQ.: K1448275 1I ah n�be.ppwdro„rm00on.n:,maadrefeddoeand nofbusssm�0sponealayyoof'phenNO shown. ..AUL R\ a Dsdnad arelm"yate am time snots any loads greater Plan robe used in a mn.mrm.rve enwmnent TRANS ID: LINK wna.do beapplietl w�dmr are to 5.Cornporms has no coned any asides no responsibility for De S. '"Katellb..rira.t.ll.l,ppprtaalear.yam«,,.tlpo'r EXPIRES:12/31/2016 fabrication.handing,shipment and Mmyaeon of components receesa,. O.msdesignisfamiabedsubject.the timb.0en.sere by T. w assumes teden.o..pIds,d. October 9,2015 G'n EC5l,copies of Man eel he furnished ups Weed. B. rbe touted onbWfamsabw.,and placed so their center lines coddle vnlh pin:anter lines 9.Fket...�plate ininches. Welt USA 1nc2ConpoTrda Softere 7.8.6(L).E 10 For baaplate design waitresses aitidee ESR-1311,ES12-1988(MITak) :S • This design prepared from computer input by GREG ARIEL TRUSS LUMBER SPECIFICATIONS TRUSS SPAN 5'- 1.7" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cg=1.00 TC: 2x4 DO M1&BTR LOAD DURATION INCREASE=1.15 1-2=( 0) 57 2-5=(0) 112 3-5=( -7) 70 BC: 2x4 DF BRIBER SPACED 24.0"0.C. 2-3-(-166) 0 5-6-(-4) 15 5-4-( 0) 119 WEBS: 2x4 DF STAND 3-4-1-155) 4 4-6-(-199) 2 LOADING TC LATERAL SUPPORT d-12"0C.VON. LL( 25.0)5DL( 7.0) ON TOP CHORD= 32.0 PSF BC LATERAL SUPPORT o-12"0C.UON. DL ON BOTTOM CHORD= 10.0 PSF BEARING MAX VERT MAX HORZ BAG REQUIRED BRG AREA TOTAL LOAD- 42.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 12.0" 0.0" 0'- 0.0" -33/ 357V -29/ 47H 3.50" 0.57 DF ( 625) Snow:ASCE 7-10, 25 PSF Roof Snow(Ps) 5'- 1.7 0/ 209V 0/ OH 3.50" 0.33 DF ( 625) Cs--1, Ce=1, CE-1.1, I=1 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL-L/240, TL=L/100 MAX LL DEFL=-0.002"@ -1'- 0.0" Allowed- 0.100" BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP MAX TL CREEP DEFL=-0.003"@ -1'- 0.0" Allowed= 0.133" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TC PANEL LL DEFL= 0.009"@ 1'- 7.0" Allowed- 0.206" MAX TC PANEL TL DEFL=-0.006"@ 2'- 0.2" Allowed- 0.309" MAX HORIZ. LL DEFL= 0.000"@ 5'- 0.0" MAX HURIS. TL DEFL= 0.000"@ 5'- 0.0" 3-03-12 1-10 T T f 12 12 Wind: 120 mph, h=17.1ft, TCDL=4.2,BCDL-6.0, ASCE 7-10, 7.00[7. Q 7,00 (All Heights), Enclosed, Cat.2, Exp.B, 55505 (Dir), load duration factor=l.6, Truss designed for wind loads in the plane of the truss only. 1114-4x4 39.0" liIS M-2.5x4 111114,:k." 0�M O[ r:'''' 16 M-2.5x4 M-2.5x4 M-1.5x4 i, Y l 3-05-08 1-08-09 y l 1-00 5-01-12 ��c''�F' �NAG N E9 s/02 Q {8899782PPE 17 I"- • JOB NAME: DR HORTON PLAN 3726-A-B3 Scale: 0.5294 L WAW. Dl unlassatln a and ere:vanaontn.. 1.10baa..eddellGenarelNot This nisbasedonyuponMe� .m.and isMran,n4�4u,1 '4. +4/OREGON �h Q Truss: B3. and before....ion commences. Wading Paa...ofdesgn lmrereetere.nd popes 453 ...N- I .sae basing in..*la s.sn.. eyocem is mer.....,oy wme.I.gdab"er /� 3 .l ab.n�.ka n r dun.o .n Design assumes sMetopandb cN.�to.lateallda.4at '9,9 4RY A6 V Ida'.ner bracing 2a.s..and n to pc.restant.N unless.cad Nmupnm their length by isthe,e.aaMBunalt.ens. permanent sononaoussheathing sumesOros.sbeamis(7.)sm1.1.1.4lcl PAUL rs DATE: 10/8/2015 me osareu structure is.reesperdlhy of me building designer. 2x impactbridging or lateral MON mytrea wsms..... SEQ.: K1448276 Mad shawd.amaladto any comr me until a.m.haanasna s m ruse.the nespm..m amsrespedecenma.mr. r complete and et no lime any roams aremrMan S.Doran ansassumes... 'mus...Mw,used In a noncwaa..amaanmen TRANS ID: LINK es.rP beds.applied.any wnaanen< s.Design tun beano m anespaamaahoan.Shin or wedges CampuTrush.anonne oerad.reumesnoressonsanyMrme EXPIRES:12/31/2016 alae�aa gshipment ansmemierenatrempn.la T. s:umeaadequate dainageispraaded October 9,2015 8.This pn siumr.ned subject.dw amtenons eetlaM by0.Slates .ntest an bpm races of truss,and M..lip.err center G nSCSI,waesp m Wcoin* umnd upon request sinesoea wM pot center Ines. 9. es ssin MM.. MTak USA. rrQ 1ncJCouTr sSoftware 7.6.6(IL)-E ID.FFor.n�em neem'pb design values see ESR-tats,ESR-1aee6mMek) • 1 sr This design prepared from computer input by GREG ARIEL TRUSS LUMBER SPECIFICATIONS TRUSS SPAN 10'- 9.0" wind: 120 mph, h-17.7ft, TCDL-4.2,BCDL-6.0, ASCE 7-10, TO: 2x4 DF R16BTR LOAD DURATION INCREASE-1.15p BC: 2x4 DF It16BTR SPACED 24.0"O.C. (All duration Enclosed, Cat.2, Exp.B, MWFR$(Di el, Trus duration factorin 6, TC LATERAL SUPPORT 6-12400.UON. Truss designed for wind loads LOADIOG in the plane of the truss only. BC LATERAL SUPPORT<=1240C. UON. LL(25.0).DL( 7.0) ON TOP CHORD 32.0 PSF DL ON BOTTOM CHORD= 10.0 PSF TOTAL LOAD= 42.0 PSF Sable end truss on continuous bearing wall UON. N-1x2 or Clequal typical atstud verticals. Snow:ASCE 7-10, 25 PSF Roof Snow(Ps) Refer to speciTASCCTrus gableend detail for Cs-1, Ce-1, Ct-1.1, I=1 complete fications. LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 5-04-08 5-04-08 12 1 1 Q 7.00 IIM-4x4 12 ].00 3 I NIIII 1 Ji M-2.5x4 M-2.5x4 1-00 10-09 ,J. 1-00 y ��R1rQ PR OFe6., c;g �NGINEF9 40 41, Q 8899782PE 9r JOB NAME:DR HOBNOB PLAN 3726-A-Cl Scale: 0.5565 , / r •� WMMHG. Mall LMOTES. unless Mae*noes'. y _ Truss: Cl Builder and er.mnrene,dmranaueewee.crall Gene:.lwrea isasomabawdonnuwnSopar.neterssownanaaroranma'meual OREGON 0', and vat -puss nt espM' MBy s.la O be installed where oat• w i-By✓ee WHn%seisner �k 3.sdation temporary Wachs stability IS$9 Sulk T'Casino the top end bottom tlroms laterally lT.e al .4.171, ' RY 1 V��� DATE: 10/8/2015 .tiis Ma e.ma iece'' braces or continuous sheaet IV othing BsreawaN diC1 an.:dw'r l+NBIM' 7 reapmwbi Br M Mahu.o..e... uoh as pw.areuired whersilo.r d"..(Bc). PAUL ik\J SEQ.: K1448277 le any component me emr al Wooing :Inmn .oleos c the respdn required wleresmwl.. ewk.�are complete reswdosea enaoer. TRANS ID: LINK a desiT fastenemha.wiladm at notion popmwrelnuld•nr le.depreMerM.n s.sand are feed,wconditiPosses on.of to used e.non :e e,.,ronmant �mpTrc.n.�oelo,r.��..no�nldl MB. assumes �M.II supportsa Shim or e„eB EXPIRES:12/31/2016 3.ebrcalion,handing.shipment end installation of components necessary. 6.This design...shad subject elle limitations ret forth by B.Platen shat be leucon puate atfaces p.�ofbuss.and Mated so Meir center October 9,2015 TPW✓tCA n SCSI.copes MMkh will...shed upon request. lines coincide with Wok USA lnplCompuTrus Software 7.6.6(114-E or pate inr ems S.lasts in...ninnches 0.For beak connects Mae deeps values we ESR-1311,ESR-1988(Meek) tI This design prepared from computer input by GREG ARIEL TRUSS LUMBER SPECIFICATIONS TRUSS SPAN 10'- 9.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq-1.00 TC: 2x4 DF R1SBTR LOAD DURATION INCREASE=1.15 1-2-( 0) 57 2-6-10) 333 6-3=(0) 242 BC: 224 OF 01613TR SPACED 24.0"O.C. 2-3=(-903) 0 6-4=(0) 333 WEBS: 2x9 DF STAND 3-4=(-403) 0 LOADING 9-5=( 0) 57 TC LATERAL SUPPORT m=12"OC.UON. LL( 25.0140L( 7.0) ON TOP CHORD- 32.0 PSF BC LATERAL SUPPORT<-12"OC.UON. DL ON BOTTOM CHORD= 10.0 PSF TOTAL LOAD- 42.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA OVERHANGS: 12.0" 12.0" LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) Snow:ASCE 7-10, 25 POE Roof Snow(Ps) 0'- 0.0" -32/ 566V -54/ 54H 5.50" 0.90 DF ( 625) C5=1, Ce-1, Ct=1.1, I=1 10'- 9.0" -32/ 565V 0/ OH 5.50" 0.90 DF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP MAX LL DEFL--0.002"@ -1'- 0.0" Allowed- 0.100" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEFL=-0.003"@ -1'- 0.0" Allowed= 0.133" MAX TL CREEP DEFL--0.034"@ 5'- 4.5" Allowed- 0.656" MAX LL DEFL=-0.002"@ 11'- 9.0" Allowed= 0.100" MAX TL CREEP DEFL=-0.003"@ 11'- 9.0" Allowed= 0.133" MAX TC PANEL LL DEFL- 0.031"@ 2'- 6.5" Allowed- 0.365" MAX HORIZ. LL DEFL= 0.002"@ 10'- 3.5" MAX HORIZ. TL DEFL- 0.004"@ 10'- 3.5" 5-04-08 5-04-08 I 'I I Wind: 120 mph, h=17.701, TCOL-4.2,BCDL=6.0,ASCE 7-10, 12 12 (A11 Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), II14-9x9 ' 7.00 load duration factor=1.6, 7.00 p Truss designed for wind loads 39.0" in the plane of the truss only. ./4/70", MA IMI=I101_ 14 O/- 1 o M-2.5x9 M-1.5x4 M-2.5x9 y y l 5-09-08 5-04-08 k ). ___ PR OFFS y 1_00 y 10-09 1-00 �\s' 9071NEt 82 PE s/O�yr ,„ ' JOB NAME: DR HORTON PLAN 3726-A-C2 Scale: 0.4672 ..S.)...- `"""°"� ` OREGON �� t Bu.rande:..wnacwr should be ad/eed men G.rerol Nobe a1.This design.based my upon...Mersa..end Sroren i.mauel A A. Truss: C2 .na.aminesbe.conmrvNoncommences. buldogroceoon�d MAppmbeyof.19npenmetersandmaper 'ly 9/h. '7,O Pr 2.2..Po.-......2m.mb.in�.lvd.h...• m M. s Ma/dmCuilangde@9ner 17,9 ll//ARY 15 (C. 3./d roryb:ecnp.insure Wdln/duntq miWucl.n oeslT assumes M.tap end lM.m dm..he lateraly.0.at 91 :wdrypmeeg to inure staelremanant.c. 2 20.c.eM m lV o.c.respeminyuMm Mc.d Mrou9lwm their Mn9Mq' is mah.nthireau..pyoodshee sheeting= IarbmellIBE). 'AUL P\ DATE: 10/8/2015 ...malmumn•m.mpp:M.mty of the euilare aewner. 3 abngem bridging or lateral bracing re..wham shown•• m applied.any component une ear of bracing end a Inmellawn of tees 9.mmb M of m.respect.coo.. SEQ.: K1448278 'asten.;"comp....at not.should any laadaproetetmen 5.Design assumes re din a non-corm..em.... TRANS ID: LINK design..aa b.epp et anyre'roanent s.omen assume clqr mnwmrem it supporta shown.sh.n or S.Dnp.rro.nesnaaan.oerendassumesnprsapanaibum.tB. EXPIRES:12/31/2016 min9.hipmema.bum.ofppmpnnente. 7. gn„;umesadequate d,anage9provided. October 9,2015 9ThiiJdesign n Stmts.subject..batons sett.bye_Metes Wtalomted on MO fares at buss,and Mao....it center N?G n copes mMnh T% eche, p .he limns.upc.1.1. fines concis..joint cents mets MM.USA,IncJCompuTrus Software 7:8.8(1 L)-E In.EFon tem ml homier plum aesiln values see Eat-1311.ESR-1998(Mask) This design prepared from computer input by GREG ARIEL TRUSS LUMBER SPECIFICATIONS 10-09-00 GIRDER SUPPORTING 8-00-00 IBC 2012 MAX MEMBER FORCES 4RR/GDF/Cin=1.00 TC( 2x4 DF 0115BTR LOAD DURATION INCREASE=1.15 (Non-Rep) 1-2-1-1175) 77 1-4=(-27) 932 4-2-1-8) 831 BC: 2x8 DF SS 2-3=(-1175) 77 4-3-(-27) 932 WEBS: 2x4 DF STAND LOADING Snow:ASCE 7-10, 25 POE Roof SDSS(Ps) TC LATERAL SUPPORT<=12"OC.UON. Cs-1, Ce=1, Ct=1.1, I=1 BEARING MAX.VERT MAX HORZ BAG REQUIRED BRG AREA BC LATERAL SUPPORT<-12"OC.'JON. LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) TC UNIF LL( 25.0)+DLI 7.01= 32.0 PSF 0'- 0.0"TO 10'- 9.0"V 0'- 0.0" -79/ 1129V -45/ 45H 5.50" 1.81 DF ( 625) BC UNIF LL( 0.0)+DL( 10.0)- 10.0 PSE 0'- 0.0"TO 10'- 9.0"V 10'- 9.0" -79/ 1129V 0/ OH 5.50" 1.61 DF ( 625) BC UNIF LL) 75.0)+DL( 51.0)- 126.0 PLF 0'- 0.0"TO 10'- 9.0"V LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 MAX LL DEFL=-0.014"@ 5'- 4.5" Allowed= 0.492" BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP MAX TL CREEP DEFL=-0.034"@ 5'- 4.5" Allowed- 0.656" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX HORIZ. LL DEFL- 0.003"E 10'- 3.5" MAX HORIZ. TL DEFL= 0.005"@ 10'- 3.5" 5-09-08 5-04-08 Wind: 120 mph, h-17.7ft, TCDL-4.2,BCDL=6.0,ASCE 7-10, 1 1 1 (All Heights), Enclosed, Cat.2, ExE.B, MWFRS(Dir), 12 12 load duration factor=l.6, winloas 7.00 x6 7.00 rnuss thedesple eco ffor PUS Srnss only. M-4 24.0" 111111101 M-5x12M-5x12 I 17 f ®� I �Oo ` o M-3x4 M-1.5x9 M-3x4 ) l y 5-04-08 5-09-08 y 10-09 y �(( :0 PROFt Q :9782PE 9r- • GOB NAME: DR HORTON PLAN 3726-A-C3 Scale( 0.5226 AIN MUMPS: 0lNSMSMTSe, 1111665 Oft.e noted V 1.euuw i .nder.srgncowsswrsnoummsc.�waencennmiwI 1i be.one upon the parer ,sm11rmanO:$E,,nind'ivdual EGON p Truss: C3 andwamirps before comm�weon commences. Waling component ApgiceWN arasign,aan.m,..ndpoo.r Ni' o, 2.2..mmPmian web bracing moat be AdainawMre shown.. moon of comps..q Ne responsibility UN.W116nGEe50n.. "V VA G Q Mglpneltem mh'irtyWingcpnahugpn 2.DesignmumesNetopaMbmpmchordsbbeAka*Mudat ,7 '1RY 1 J is 6e raw...)." ere ./..ai peigen.g Pacingsucof a.aHu�,Sbraa�bTC)ancnor their WO b fi J DATE: 10/8/2015 2Anoverall stades"Athe reepomaiiayretne hiking a.iOnar. rupee bruong Ming bang` iwvrocci sreafo8.rasiwn 44 `iN�) pA U�- c`\ SEQ.: K1448279 a.No And should W.ppi6,m any component ams at bracing and ainm.i6mn wtruss.the resron:nrroam.ravages comrades fasteners are complete and at norma should any bads greater Nen 5.Design assumes buns an p be use,in.ronswosrvw environment TRANS ID: LINK a loads be applied.any component s. and a`gssnm:smii bianionrowing se 5.LornwAAhasnoconrola,.randassumesnore5pamietryform. g"•"w°""sheen.�n° d°" EXPIRES: 12/31/2016 necessary. S teg.This design dinglurnMnE.ubFchbMeAmYOo s hby 8.Designµ:'beian "on NthWair truss, October 9,2015 6cesn VA.end pared wHeir tamer ToirorrcA n am coon Ofwrkn.W(um*upon newer inn coincidewig pmtcenter buss- MRek USA,SOJComWOTrus Software 7.S.B(1L)-E le bade conn`ea torr Aor de ign vat ESR-1311.ESR3ISS NU.i) ppatenincewln5sea 'w This design prepared from computer input by GREG ARIEL TRUSS LUMBER ECIFICATIONS 35-00-00 HIP SETBACK 8-00-00 FROM END WALL IBC 2012 MAX MEMBER FORCES 419R/GDF/Cq-1.00 255 DF 91613TR LOAD DURATION INCREASE=1.15 (Non-Rep) 1-2-( 0) 56 2-12=(-358) 5062 3-12-( -34) 586 BC: 214 DF 916BTR 2-3=(-6130) 488 12-13-(-536) 7719 12-4=( 0) 2018 WEBS: 214 DF STAND 0DING 3-4-1-6342) 999 13-14=(-574) 8340 12-5-1-2946) 272 Snow: 7-10, 25 PUP Roof S ow(P5) 4-5-(-5999) 450 4-15-1-536) 7719 0-13-( 0) .22 TC LATERAL SUPPORT<=12"0C.UON. 05-1, -1, ME-1.1, I=1, Lu=50' 5-6=(-8000) 619 15-10-(-358) 5062 13-5=(-568) 132 BC LATERAL SUPPORT O=12"OC. UON. 6-7=(-8000) 619 6-14-(-568) 132 TC UNIF LL( 25.0)9DL( 7.0)- 32.0 PSF 0'- 0.0"TO 35'- 0.0"V 7-8=(-5999) 450 14-7=( 0) 822 BC UNIF LL( 0.0).DL( 10.0)- 10.0 PSF 0'- 0.0"TO 35'- 0.0"V 8-9=(-6342) 499 7-15=(-2946) 272 NOTE: "O 204 BRACING AT 29C UON. FOR TC UNIF LL( 75.0).DL( 21.01= 96.0 PLF 0'- 0.0"T 27'- 0.0"V 9-10-(-6130) 988 e-15-( 0) 2018 ALLFLAT TOP CHORD AREAS NOT SHEATHED BC UNIF LL( 0.0)SDL( 30.0)- 30.0 PLF O'- 0.0"TO 35'- 0.0"V 10-11=( 0) 56 15-9=( -34) 586 C CONC LL( 466.7)SDL( 130.7)- 597.3 LBS @ 0'- 0.0" OVERHANGS: 12.0" 12.0" TC CONC LL( 466.7)+DL( 130.7)= 597.3 LES @ 27'- 0.0" BEARING MAX VERT MAX HOME BRG REQUIRED BRG AREA LOCATIONS REACTIONSACT IONS SIZE SQ.IN. (SPECIES) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 0'- 0.0" -226/ 3670V -77/ 77H 5.50" 5.87 DF (625) REQUIREMENTS OF IBC 2012 AND IRC 2012 110T BEING MET. 35'- 0.0" -226/ 3670V 0/ OH 5.50" 5.87 DF 1 625) JT 2, 10: Heel to plate corner=1.00^ BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP (2) complete trusses required. AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. Join together 2 ply with 3"x.131 DIA GUN nits staggered at: VERTICAL DEFLECTION LIMITS: LL=L/290, TL=L/100 9"on 1 row(s) throughout 2x9 top chords, MAX LL DEFL=-0.001"@ -1'- 0.0" Allowed- 0.100" 9"o n 1 row(s) Throughout 2x9 bottom chords, L MAX CREEP DEFL=-0.001"@ -1'- 0.0" Allowed= 0.133" 9"oc rn 1 row(s) throughout 2x4 webs. T MAX LL DEFL=-0.257^@ 17'- 6.0" Allowed= 1.704" +LATERALLY BRACE TO ROOF DIAPHRAGM MAX TL CREEP DEFL=-0.537"@ 17'- 6.0^ Allowed- 2.272" MAX LL DEFL=-0.001"@ 36'- 0.0" Allowed= 0.100" MAX TL CREEP DEFL=-0.001"@ 36'- 0.0" Allowed= 0.133" MAX HORIZ. LL DEFL= 0.099"@ 34'- 6.5" MAX HORIZ. TL DEFL= 0.145"@ 39'- 6.5" Wind: 120 mph, h=18.5ft, TCDL=4.2,.202=6.0,ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=1.6, Truss designed for wind loads an the plane of the truss only. 8-00 19-00 8-00 1 1 1 1 3-11-11 9-00-05 9-07-08 4-10-08 9-10-08 9-07-08 9-00-05 3-11-11 1 1 4597.30# 1 1 1 4597.304f 1 1 12 12 iM-6x6 _ -I M-6x6 7.06 -M-4x4 14-2.554 -M-9x9 Q 7.00 T M-1.5x4 M-1.5x9 40•000/\/\/ ..... se o o 12 o 'M-3x8 M-3x10 M-21.3 5x9 M-214 5x9 M-3x10 M-3x8 C. i- ). y MSHS-3x10(8) ). i' y o c'.4... ...- 7-07-09 ,1 GI EF,9` o j 7-07-09 6-07-12 6-06 6-07-12 7-07-04 y �V' 2 17-11 17-01 �' :9782PE 9v l 1 y 1 1-00 35-00 1-00 . JOB NAME: DR HORTON PLAN 3726-A-D1 Scale: 0.1775 ✓ V • / XIII ""NINOS:nderm��me�nre Wma.a..aaen�..rlNM °:l�"1MOT66 lessotrl,Perobs •REGON �^ Truss: Dl 1 am desgn s eased only upon ma Parameters shown and w Nr lm@duM Q tPm,mammrbunam�mncommences nemAPPIk.eMMade,,nparam.rlsandPrser x"9,9 DAIRY 15 21�,Q t.he compression wee errnp must m Instal.@ Mora Mom 7. incorporneto M component istlr responsibility m to build.designer. _1 ANtS ou laterally 'Design eswmesma 1pwmcmmammelanm3�wrmporary rarnpm insure stability aenp onstucegn To.c.a�at, rN4PaWMtyunlss s.mNIQTInttt.rlantre, A UL P te..ombid pm..rntpAddrop.IP mrnentbracing nt oontinuous shimming..as my..adwtlirq(TC)awor dyral1(6C). DATE: 10/9/2015 tee ova.,struMure sem remssnsiedity mane building designer. ...pact sappily or Pepsi bracing SEQ.: K1448280 Installation r....awh.rahman O.Nowads lastsnars arecmepwanatnno...shut any atm pas.PanO asses rs to be used merwwosee enacmr. TRANS ID: LINK Ip„s, ,;dm mn�t mpm.nym.datrr.rmam 5: assumes .p :Pa.dP.nen�r,grew.4rmmanL EXPIRES:12/31/2016 Design assumes full ll Peaene at all supporN shown. m or wa.n wTrohesno control over assumes no,Spomlrllry lame October 9,2015 Wpm.handing Wand iestel..ofcomponente. tassumesognassumesadeguatedrainageis ... s.This desdesignPlumPME wisest m me imyreoms set t loby ewpt .Plates mal be located on both Noose..and Paced so Pair center TPIANTCA m of..WIN.to...upon request lines cone.with pint center Pies. MTak USA,IScJCOmpuTru,Software 7.8.6(1L)-E to FFor gl4 2Bs a�p e renes IT values Pee E3R-1311,ESR-1888(IOW a 1 This design prepared from computer input by GREG ARIEL TRUSS LUMBER SPECIFICATIONS TRUSS SPAN 35'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cg 1.00 TC: 2x9 DF 014015 LOAD DURATION INCREASE=1.15 I-2=( 0) 57 2-19-1-69) 2002 3-14= -163) 154 BC: 2x9 DF N158TR SPACED 24.0"O.C. 2-3-(-2514) 140 14-15=(-62) 3105 19-4-( 0) 989 WEBS: 2x4 DF STAND 3-9=(-2403) 128 15-16=(-63) 3443 14-6=(-1390) 65 LOADING 4-5=( 0) 0 16-17=(-62) 3105 6-15=( 0) 913 TC LATERAL SUPPORT 0=12"0C.UON, LL(25.0)iDL( 7.0) ON TOP CHORD= 32.0 PSF 4-6-(-2057) 126 17-12=(-69) 2002 15-7-)-326) 50 BC LATERAL SUPPORT<-12"0C. GUN. DL ON BOTTOM CHORD= 10.0 PSF 6-7=(-3299) 156 7-16=1 -3261 50 TOTAL LOAD- 42.0 PSF 7-8=(-3249) 156 16-8=( 0) 413 8-10=(-2057) 126 8-17-(-1390) 65 NOTE: 2,1 BRACING AT 24"0C LION. FOR Snow:ASCE 7-10, 25 PSF Roof Snow1Ps) 9-10=( 0) 0 10-17=( 0) 989 ALL FLAT TOP CHORD AREAS NOT SHEATHED Cs-1, Ce=1, Ct-1.1, I=1, Lu-50' 10-11-(-2403) 128 17-11-( -163) 159 11-12=(-2514) 140 LIMITED STORAGE DOES NOT APPLY OUE TO THE SPATIAL 12-13=( 0) 57 OVERHANGS: 12.0" 12.0" REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 0'- 0.0" -02/ 1759V -77/ 770 5.50" 2.81 DF 1625) 35'- 0.0" -92/ 17540 0/ 0H 5.50" 2.81 DP ( 625) VERTICAL DEFLECTION LIMITS: LL=L/240, TL-L/180 MAX LL DEFL--0.002"@ -1'- 0.0^ Allowed- 0.100" MAX TL CREEP DEFL=-0.003"@ -1'- 0.0" Allowed= 0.133" MAX LL DEFL--0.213"@ 17'- 6.0" Allowed= 1.704" MAX TL CREEP DEFL=-0.432"@ 17'- 6.0" Allowed- 2.272" MAX LL DEFL=-0.002"@ 36'- 0.0" Allowed= 0.100" MAX TL CREEP DEFL=-0.003"@ 36'- 0.0" Allowed= 0.1.33" MAX HORIZ. LL DEFL- 0.076"@ 34'- 6.5" MAX HORIZ. TL DEFL= 0.116"@ 39'- 6.5" Wind: 120 mph, h=19.1Et, TCDL=9.2,BCDL=6.0,ASCE 7-10, (A11 Heights), Enclosed, Cat.2, Exp.B, MWPRS(Dir), 10-00 15-00 10-00 load duration Factor-1.6, '1' T 1 r Truss designed for wind loads 3-11-11 3-09-05 2-03 2-07-08 4-10-08 4-10-08 2-07-08 2-03 3-09-05 3-I1-11 in the plane of the truss only. 4 0' 4 '1 1 1 1 1' 4 1' 1 8-00 8-00 1 1' 5 9 1 4 12 M-9x6 M-9x6 12 7.00 =M-9x9 M-2.5x4 -M-4x4o Q 7,00 t M-1.5x9 4•••/\/\/ON M-1.5x9 o / ., m 16 1740000000000, 7� --����� "`\3 is 0 M-3x8 M-3x10 M-215x4 M-2.5x4 M-3x10 M-3x8 0 M085-3x10(5) 7-07-04 y 6-07-12 y 6-06 y 6-07-12 j 7-07-09 y _ 0.4 I NE- 6>., y y 17-11 17-01 (V� 2 1-00 35-00 1-00 Q 89782 P E 9r JOB NAME: DR HORTON PLAN 3726-A-D2 Scale: 0.1771 ' AIM WMMMM: OWNS.MOTES amass ahem*noted: Truss: D2 .A.rander.Minoeseershould a.deseda.liG.. ALE. design rbaud on"9nonthe reMmetersse,no.ddtemrenirrseduai 9 OREGON �', a damp perenmers and proper 2. compmaion a m,�^.. S.. :Design .yoeepo Mhe rMWm.mM e.tel..deaa^er. '� A 5 3. m� eamm �q4.. Ar 1 2_45- DATE: 10/8/2015 84.eresponsimay of Me anew.Mdeon w8x1of �' sum ets pixxood mean dTC)end.ed.Nrtee,eer '1 .,o eepo „did....�a nor. sheathingwR,om. •W.(e, 'AUL R" 3.3wnption odpnp or stns re ponsib,ofthe wMn.nwnr r SEQ.: K1448281 app nano component untilr er.. �, used de.respoevawememr. mwnepMeand n no time M.oumany mds p..mrm.nd s Designre ro,d..wa.a...roe.amain.noecoxm.:..nwonm.nt TRANS ID: LINK 5 Compares�Re1asasno mweaa.'ads d. ;a;assumes" � all supporta*snrderr..d,ed EXPIRES:12/31/2016 MiMmrm. redree, .a.ea shipment end installation mu.mpoe.ete. T_ P.;swme6.dNa+mdee.peM provided 'MA design 8AAAdAAS.nmearmaanon...''er Oat eemeated on mm nons or..and q.d.d.e Mena.. October 9,2015 Tmmryrn a BCs,copies or..will...shed upon,.e.en M)Tek USA,IncJEompuTrus Software 7.6.8(11)-8 .0 F ampne�igenalues see ESR19 Memdinin rn - 11,ES131988(MTe14 This design prepared from computer input by GREG ARIEL TRUSS LUMBER SPECIFICATIONS TRUSS SPAN 35'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cg=1.00 TC: 204 DF 816815 LOAD DURATION INCREASE=1.15 1-2=( 0) 57 2-14=1-137) 2262 3-14-(-140) 122 BC: 2x4 DF 815BTR SPACED 24.0"O.C. 2-3-(-2818) 223 14-15-(-176) 2710 14-4=1 -11) 807 WEBS: 204 DF STAND 3-4=1-2542) 215 15-16=(-171) 3072 14-6-1-1200) 116 LOADING 4-5=( 0) 0 16-17=1-176) 2710 6-15=( 0) 436 TC LATERAL SUPPORT 0=12"OC.UON. LL(25.0)♦DL( 7.0) ON TOP CHORD= 32.0 PSF 4-6=(-2112) 202 17-12=1-1371 2262 15 7=(-353) 91 BC LATERAL SUPPORT 0=12"0C.VON. DL ON BOTTOM CHORD- 10.0 POE 6-7=1-2862) 269 7-16=1 -353) Si TOTAL LOAD= 42.0 PSF 7-8=(-2862) 269 16-8=1 0) 436 8-10=1-2112) 202 8-1740-1208) 116 NOTE: 2x4 BRACING AT 24"0C VON. FOR Snow: ASCE 7-10, 25 PSF Roof SnowlPs) 9-10=1 0) 0 10-17=( -11) 887 ALL FLAT TOP CHORD AREAS NOT SHEATHED Cs=1, Ce=1, Ct=1.1, 1-1, Lu=50' 10-11=(-2542) 215 17-11=(=148) 122 $ 11-12=1-2018) 223 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 12-13=) 0) 57 OVERHANGS: 12.0" 12.0" REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD.TOP BEARING MAX VERT MAX 5ORZ BRG REQUIRED BRG AREA AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 0'- 0.0" -139/ 1851V -78/ 700 5.50" 2.96 DF ( 625) 0-1.584 or equal at .-structural vertical members (non) 35'- 0.0" =139/ 10510 0/ ON 5.50" 2.96 DF ( 625) VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 MAX LL DEFL=-0.002"@ -1'- 0.0" Allowed= 0.100" MAX TL CREEP DEFL=-0.003"@ -1'- 0.0" Allowed= 0.133" MAX LL DEFL=-0.176"@ 17'- 6.0" Allowed= 1.704" MAX TL CREEP DEFL=-0.394"@ 17'- 6.0" Allowed= 2.272" MAX LL DEFL=-0.002"@ 36'- 0.0" Allowed= 0.100" MAX TL CREEP DEFL=-0.003"@ 36'- 0.0" Allowed= 0.133" MAX HORIZ. LL DEFL= 0.070"@ 34'- 6.5" MAX HORIZ. TL DEFL- 0.110"@ 34'- 6.5" 12-00 11-00 12-00 1 1 1 Wind, 120 mph, h=19.7ft, TCDL-4.2,BCDL-6.0, ASCE 7-10, 3-11-11 3-09-05 9-00 0-10-08 4-10-08 9-10-08 0-07-08 4-03 3-09-05 3-11-11 (All Heights), enclosed, cat.2, 005.5, MWFRa(Di rl, 1 1 1 1load duration factor=1.6, 8-00 ,M-479+ ..:*1-9x9+ 8-00 Truss designed for wind loads 1 1 1 1 in the plane of the truss only. 12 852.576 M-2.56 12 7.00 a`` Q 7.00 M-9x6 M-2.5x4 `` 0 x6 qz\/\i_.N 1/\/\JNs . S M-1.5x4 O \3 M-3x8 M-3x8 M-2.5x4 M-2.5x4 M-3x8 M-3x8 o ('Pip P R OFF MS HS-3x10(5) <` SS 7-07-09 ) 6-07-12 y 6=066 y 6=07-12 y 7=07-09 y �c�� '..,. INE`C'9 /�* 17 17-11 17-01 y ,8 e 89782PE 1-00 35-00 1-00 Ael'\,) 00 • el'\,) 1 JOB NAME: DR HORTON PLAN 3726-A-D3 Scale: 0.1771 V io WNW*. 4EME�pM unle...wienoted: 9,L�OREGONZo� Q" I Border and erection dor should be ache.4 d all General Notes I This -n:c onb upon144 parameters shown and'p.ren lmMMe4 '9 ApyE 1 , �Q Truss: D3 end Wamngs before pansnuctiom commences. nid'ng component ApdicelkM d Mean parameters end proper bracing must ba inmMa wMn shown e. of component®me responsibility d the MNtinud6...at a.nEMMmRnetemporary ion web um inure neul'I444 panewaMI :.7 o.c.a ewm.etn.mgt.48board alomerol»Inerel PAUL 94 is the responsibility NM.erector.Add'Mnel pemrennt tracing dMheeNnsuch as aunlessP m�inpRO)ann.ordry aIN(OC)- DATE: 10/9/2015 ra e memponiuley ad.I...3.40er. 0 continuous InFpng or lateral bearing 554a.d when shown.. SEQ.: K1448282 No load shoed be applied to anyampanent realm.dr bangaM a m awesbrce'..wn herndtnereapem..pa,lv.mr. fasteners ant mini*and ldany.ads°raaerthan 6 aeignassumesbussea are to be used napane.noetieen„mnmentend am EXPIRES 12/31/2016 TRANS ID: LINK a 5esipn11M be ewrledm ny14454 n Despn faun pamdapa"sae.. ComwTme nes nomltrd°e rend assumes noresponsibility lath. 6.Oasiyn eaumesNll baed,g n ell wppa.shown.Spiro awWga R October 9,2015 necessa6. p,rauon.handing shipment dna intei.mn of components. ].Design as hassumes adequate aranpe is prod. 6 n P fumesed.uged to Me imaedons set forth by a Icon bautM loon both faces of buss,end pieced so Nei,center .TPW.TCA'n BOSl,copies ofwhidl Pill Ela AP..,upon reyed. Ines ohne.wh000t center 8.Odes Induce sire of pate in Mees. .Tek USA,Inc/Comparus Software 7.6.6(13-2 10.For base .'connedpble deli n Mes see 6S1413f f,E6R-1900Wok) 4. A If This design prepared from computer input by GREG GRIEL TRUSS TRUSS SPAN 35'- 0.0" IBC 2012 MAX MEMBER FORCES 41./GDF/Cg-1.00 RC:: LUMBER SPECIFICATIONS 1-2=4 0) 57 2-14=(-206) 2472 3-14=( -98) 100 T2x4 DF 816BTR LOAD DURATION INCREASE C 1.15 BC: 2x9 DF 916BTR 2-3=(-3040) 306 14-15-(-309) 3138 19-9-4 -52) 887 SPACED 24.0"O.C. 3-4=(-2826) 303 15-16-(-304) 3239 14-5-(-1034) 186 WEBS: 2x4 DF STAND LOADING 4-5=4-23597 278 16-17=(-309) 3138 5-15=1 0) 9 35 LL(25.0)+DL( 7.0) ON TOP CHORD= 32.0 PSF 9-6=( 0) 0 17-12=1-206) 2472 15-7-) -351) 118 TC LATERAL SUPPORT<-12"OC. UON. 5-7=1-3203) 400 7-16=( -351) 118 BC LATERAL SUPPORT<=12^OC.UON. DL ON BOTTOM CHORD= 10.0 PSF 7-9-(-3203) 400 16-9=( 0) 435 TOTAL LOAD 92.0 PSF 8-10=( 0) 0 9-17-(-1034) 186 9-10=(-2359) 278 10-17-1 -52) 887 Snow:ASCE 7-10, 25 PSF ,f Snow(Ps) 10-11=1-2826) 303 17-11=( -98) 100 NOTE: 2x4 BRACING AT 29^OC UON. FOR C5=1, Ce-1, Ct=1.1, I=1-1, Lu=50' ALL FLAT TOP CHORD AREAS NOT SHEATHED 11-12='(-3040) 306 _ 12-13=1 0) 57 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL OVERHANGS: 12.0" 12.0" REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT REING MET. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 0'- 0.0" -187/ 1934V -79/ 7911 5.50" 3.10 DF ( 625) 11-1.5x4 or equal a -structural 35'- 0.0" -167/ 1939V 0/ OH 5.50^ 3.10 DF( 625) vertical members luon)r 411 2, 12: Heel to plate corner=1.00" VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 MAX LL NEEL--0.002"@ -1'- 0.0" Allowed= 0.100" MAX TL CREEP DEFL=-0.003"@ -1'- 0.0" Allowed= 0.133" MAX LL DEFL=-0.218" @ 17'- 6.0" Allowed= 1.704" MAX TL CREEP DEFL--0.936"@ 17'- 6.0" Allowed= 2.272" MAX LL DEFL=-0.002"@ 36'- 0.0" Allowed= 0.100" MAX TL CREEP DEFL--0.003"@ 36'- 0.0^ Allowed- 0.133^ MAX HORIZ. LL DUEL= 0.084"@ 39'- 6.5" MA%HORIZ. TL DEFL- 0.125"@ 34'- 6.5" 14-00 7-00 14-00 1 '‘ Wind: 120 mph, h=20.3f t, TCDL=9.2,BCDL=6.0,ASCE 7-10, 3-11-11 3-09-05 9-10-08 1-04-08 3-06 3-06 1-04-08 9-10-08 3-09-05 3-11-11 f (All Heights), Enclosed, Cat.2, Exp.5, MWFRSI Dir), / load duration factor=l.6, '( 11 8-00 ' 8-00 Truss designed for wind loads in the plane of the truss only. 12 M-3x4 6 8 14-3x4 12 Q 7.00 7.00 M-5x6 M-5x6 14-2.5x4 r, .. ..N. M-1.5x9 M-1.5x9 •000 Y- 14 i I• i 6 -.V\\I '''''. 1 3 44, M-3x8 M-3x8 M-2.5x4 M-2.5x4 M-3x8 14-3x8 �4&p PROFESS MSHS-3x10(51 ) 1 ' y 1 j Q 5• X47.7•11.1C&..., •10 7-07-04 6-07-12 6-0� 6-07-12 7-07-04 y \ i' 17-11 17-01 )' 1 89782PE r- 1-00 1-00 0 35-00 1-00 A� Scale: 0.1646 • � X344'''' f'�4 �-� JOB NAME:DR HEROES PLAN 3726-A-D9 V 4) a.r17.desNOTES. OREGON WMMaa.ndeanpn.mreemrshowd tat 999.1 of Gem... ,.TMsmsgn'emeqa40..opm,n reme.r end i.ror"n Na'mdu.l il. " 20 QQ re nRw,.am.ipn.m�lere.nd rap per J Truss: D9 t mim.ien..n.*.tpn.mmaa". i' re �nM�n.Ms�.rern* a°.my a..q�r 9 AIRY AS x:w pre..i.."h hrecn9m"a reiam.11.a..nare.m+,n.. a tope.bottom mmmm m wed) .aa.t rmy Ned..insure p.plM.n.eseempm zp°. bopa.Nen. 6.�aoIoM.r.Maa 9�PAUL P5 ew.rsitilsypNeerecmr Adaie.cl permanent h,.iilpp ronenuoue sheet..etio as plyw..mething(rq andtor myrall(9C). ...147 of the mildnp dssgner. 3.htmpeenWnp or Morel Or..required..slaw"•• DATE: 10/K149 015 eann..in u9.9tte *eller et men.am 1 Mtma is the'esm"bu'b 44.mse . No eNi Nepadshramlete.1 tnoere Moulder, "n s oea¢laaem..waa.n uad'Ina no .n+'., m"nt $EQ•: ID: LINK3 d ten.,.am...0..n"7w.m.aroma.nv*ampremrmeq .er.reananon.'eta. TRANS ZD: S a..nallnad.mappli.ales'5HS ne o'''''n''''''e," ��^�° Mom. .talleq,pp> o 9h.M.d9 d EXPIRES:12/31/2016 W . nd�ng,shipnem:nd...M .017Pon"nle Design um.e.."dree.eispro.M•a October 9,2015 9.This dap a turn*.wgnxN N.nm'ulms sMfo.tr9 n.Metes neuro on doth lata of truss.and paced so their anter TfaMTG n9G91,cepa platrehedll helm..upon request lines mpoae yeah lust center ling. 9.Nodsionic....tof or pate in inches. pR-f 311.E99-19001M1ae) MINN USA,InciConwarus Software 7.9.8(1L)-E ,o. p"ted..values see E I ' This design prepared from computer input by GREG ARIEL TRUSS LUMBER SPECIFICATIONS TC: 2r.4 DF X16BTR TRUSS SPAN 35'- 0.0" LOAD DURATION INCREASE=1.15 1-2 IBC 2012 MAX MEMBER FORCES 9FR/GDF -1.00 BC: 2x4 DF H15BTR SPACED 29.0"O.C. WEBS: 2x9 DF STAND -( 0) 57 2-11=(-369) 2773 3-11=(1-)-280) 91 2-3=(-3196) 68 11-12-(-327) 2447 11-9=( 0) 412 LOADING 3-9=1-2954) 75 12-13-(-307) 1955 4-12=(-773) 79 TC LATERAL SUPPORT 1=12"0C. USA. LL(25.0)+DL( 7.0) ON TOP CHORD 4-5-(-2230) 116 13-19=(-327) 2447 12-5-( 0) 695 BC LATERAL SUPPORT 1-12"0C. UON. 32.0 PSF 5-6=(-1]95) 120 14-5=(-3691 2773 12-E_ DL ON BOTTOM CHORD 10.0 PRE (-284) 293 TOTAL LOAD= 92.0 PEP 6-S-I-EL41) 117 6-13=1 0) 695 7-8-(-2959) 76 13-7-(-772) 79 NOTE: 214 BRACING AT 24"0C UON. FOR Snow:ASCE]- 8-9=(-3196) 69 ]-14=( 0) 412 ALL FLAT TOP CHORD AREAS NOT SHEATHED 10, 25 PEP Roof Snow(Ps) Cs=1, C0-1, Ct--1.1, I-1, Lu=50' 9-L0=( 0) 5] 19-6=(-281) 91 BOTTOM CHORD CHECKED FOR SOPER LIVE LOAD. TOP BEARING OVERHANGS: 12.0" 12.0" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX VERT MAX FIORE SIG REQUIRED SPG AREA) LOC-TIONS REACTIONS1990/ACTIONS 5I5E 3.2IN. (SPECIES) HUE) 0'- 0.0" -57/ 1999V -1200/ 1200H 5.50" 3.20 DF ( 625) 35'- 0.0^ -57/ 1999V -1200/ 1200H 5.50" 3.20 DF( 625) VERTICAL DEFLECTION LIMITS: LL=L/290, TL-L/180 MAX LL DEFL=-0.002"@ -1'- 0.0" Allowed= 0.100" MAX TL CREEP DEFL--0.003"@ -1'- 0.0" Allowed- 0.133^ MAX LL DEFL=-0.151"@ 19'- 6.5" Allowed= 1.704" MAX TL CREEP DEFL--0.279"@ 19'- 6.5" Allowed- 2.272" MAX LL DEFL=-0.002"@ 36'- 0.0" Allowed- 0.100" MAX TL CREEP DEFL=-0.003"@ 36'- 0.0" Allowed= 0.133" MAX HORIZ. LL DEFL=-0.079"@ 0'- 5.5" MAX HORIZ. TL DEFL=-0.105"@ 0'- 5.5^ 16-00 3-00 1 16-00 5-05-12 4-11-19 5-06-06 3-00 5-06-06 4-11-19 5-05-12 �oND. 2: 1200.00 LBS SEISMIC LOAD. 12 I 1 1 1 1 Wind: 120 mph, 1=20.8ft, TCDL=9.2,BCDL=6.0, ASCE 7-10, 7.00 M-4x6 M-6X6 Q 7.00 12 (All Heights), Enclosed, Cat.2, Exp.B, MFRS(Di r), load duration factor=1.6, 1 Truss designed for wind loads 4. in the plane of the truss only. M-2.5x9 M-1.5x9 + M-1.5x9 cvnon1\00000.01'2.5x4 o M-3x10 11 1 i4 \0n M-2.5x9 M-3x8 M-2.5x9 M-2.5x9 M-3x10 M-3x6(3) o k....4: kl k k y QED PROF y e-01-07 7-05-13 3-11-09 7-09-01 y mac,,c0' NGINEE�`SS/ k 8-01-07 y 17-11 17-01 �V' 9 �iL 1-00 35-00 1-00 :9782PE 9r JOB NAME: DR HORTON PLAN 3726-A-D5 Scale: 0.1]"!1 s'dMM606: 0811811,18 B. unku wMm.noted: .� Truss: D5 uiler.naerewYn contactorsnoum be adnsee wall General Notes 1. design Y based only upon the wremems shown and Moran mdmaual 4: wamlngadefo.eons.. mimeo YMYp�mp rem.ppllnYl or design a romotersandproper 9 OREGON h.cwnpnslonatwbda Ila pan. ei - -11Y Wising designer Q" 3.Additional temporary B stability construction 4 Desi IMmpadlWmmchordINkacedat "99.-4RY 15�2 t�,P DATE: 10/8/2015 Y responsibility ndtlkonal pe bracing of p.e.,eeaewneN unteae bram gimn'r krpuM L nr OW. m m mior surnaa plwgre cM1u !`\ BarYteml tracing repulsed v.?an sMwn..rynll SEQ.: K1998289 a.Nobad snoulda.ow'adm.nr<«nwn.nt anuagar m bracing and a sal�"iaron how Y Ow respnnYbnnyOrMe req. nrobn0.. Ms...care complete and PAUL TRANS ID: LINK d.:lgn loam) applied M any Pomponmwd.nr m.degm mrman s.lisandp cassumes ombo, �, m,,,,a,n.,,on environment. 6. W nrsM1es no control over and assumes no,esponslklky for me 6'Owsupports shown.Shim or wedge n Yb dei. handling, I°ma" 'm°Yre"°'components. " as bearing EXPIRES:12/31/2016 6. nod wbjsclm the imitations sat Sonat by '.Design assumes adequate Waage is wooded. TPeVATC4 us BCM.coli of MO will be run*upon nip. e.Mates Piescoincide boated on Pah kcalw Wa,and Placed wlMtr winter October 9,2 15 Wel:U60.1ncJCanlpuTrus Software].8.6(1 L)-E g.PONin'u^dotece of platint e niche. to.Fade=connector plata design values sae ES15-1311.ESR-1888(Wren) This design prepared from computer input by GREG ARIEL TRUSS LUMBER SPECIFICATIONS TRUSS SPAN 35'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq-1.00 TO: 2x9 DF 111613TR LOAD DURATION INCREASE=1.15 1-2=( 0) 57 2-10=(-896) 2795 3-10-(-371) 173 5-17=1-68) 1024 BC: 2x4 DF 111613TR SPACED 24.0"C.C. 2-3-1-2599) 26 10-11=1-753) 2335 10-4=(-115) 618 15-17=(-131) 0 WEBS: 2x9 OF STAND 3-4=(-2404) 93 11-14-(-630) 1881 9-11=(-705) 180 17-18=1-120) 975 LOADING 4-5=(-1988) 124 14-16-(-554) 1973 11-12=(-120) 975 18-6=0-7051 180 TC LATERAL SUPPORT<-12"0C. VON. LL(25.0)+DL( 7.0) ON TOP CHORD= 32.0 PSF 5- 6=(-1985) 124 16-18=(-630) 1881 12-13-(-131) 0 6-19=1-115) 618 BC LATERAL SUPPORT 5=12"0C. SON. EL ON BOTTOM CHORD- 10.0 PSF 6-7=1-2905) 93 18-19-(-753) 2336 12-5=1-68) 1029 19-7=(-371) 173 TOTAL LOAD= 92.0 PSF 7-8=(-25451 26 19-8=(-896) 2795 14-13-( 0) 79 OVERHANGS: 12.0" 12.0" 8-9=1 0) 57 13-15-(-295) 0 Snow:ASCE 7-10, 25 PSF Roof Snow(Ps) I6-15=( 0) 74 M-2.5x9 where shown; Jte:10,12-13,15,17,19 BEARING MAX VERT MAX HOkZ BR6 REQVIRED BR6 AREA ADDL:BC CONC LL+DL= 62.5 LBS @ 17'- 6.0" LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) Unbalanced live loads have been 0'- 0.0" -92/ 1618V -2000/ 2000H 5.50" 2.59 DF ( 625) considered for this design. BOTTOM CHORD CHECKED FOR A 20 PSF LIMITED STORAGE 35'- 0.0" -42/ 16180 -2000/ 2000H 5.50" 2.59 DF (625) LIVE LOAD AT LOCATION(S) SPECIFIED BY IBC 2012. THE BOTTOM CHORD DEAD LOAD IS A MINIMUM OF 10 PSF. VERTICAL DEFLECTION LIMITS: LL=L/240, TL-L/180 MAX LL DEFL=-0.002"@ -1'- 0.0" Allowed= 0.100" MAX TL CREEP DEFL--0.003"@ H'- 0.0^ Allowed- 0.133" MAX LL DEFL=-0.109"@ 18'-11.8" Allowed= 1.709" MAX TL CREEP DEFL--0.336^@ 16'- 0.2" Allowed- 2.272" MAX LL DEFL=-0.002"@ 36'- 0.0" Allowed= 0.100" MAX TL CREEP DEFL--0.003"@ 36'- 0.0" Allowed= 0.133" MAX HORIZ. LL DEFL= 0.064"@ 39'- 6.5" 17-06 17-06 MAX HORIZ. TL DEFL= 0.095"@ 34'- 6.5^ 1' 8-11-03 8-06-13 8-06-13 8-11-03 1 .( .( f ICOND. 2: 2010.00 LBS SEISMIC LOAD. 6-01-15 5-08-01 5-08-01 5-08-01 5-08-01 6-01-15 1 f f f f f f Wind: 120 mph, h=21.3ft, TCD2-4.2,BCD2=6.0,ASCE 7-10, (All Heights), 12 12 load duration facto�sld, Cat.2, Exp.B, MWFR9(Di r), 7.00 17- .. 7.00'7.00 Truss designed for wind loads 7.0" in the plane of the truss only. 5 47W ie.09k M-4x6 .6M-4x6 M-3x6(5) ,M-3x6(S) ,,..5.4 M-1.5x4 3 i5' \ . 13 15 o o M-3x8 ]O M-4x6 M-2.5x6 M-2.5x6 M-4x6 M-3x8 \ ��tip PROFFS +62.508 M-3x6(5) co- �NGINEE9 6> 0-1,6 L14 0-16e4 (V� 2 �� 6-08-10 1 6-02-12 ¢9 2-06 12-11-091 2,06 6-02-11 1 6-08-10 1 89782 P E '9� 1-00 19-11 15-01 1700 �� , Y 35-00 I • JOB NAME: DR MORTON PLAN 3726-A-D6 Scale: 0.1573 y WARIANO. EMwMOTEL unlm°Mei*noted, 94,OREGON � Q' Truss: D6 ...non comnmrmo«d...swot.cereal Wes .Thi....sad only upon Me parameters shover end Mmran imiwdwl (� Z em Warnings mmawnaw6on commences bur..component nrairewin nmabn Per....enol Mawr. Q� iry or We bimang designer. "9.9 qRY �5 �tl, n�alMdmn«M wmwnemnmemawn.t \ 3 «compression; °oet..insure .bil6,dednncon.6e.nn gs mw6.�MaM ung ma laterally �'A U� responsibility mm.ena«.nnaemrm w'mewm baa,md 2n.e.end atIVo.c.nawa'neN enleu benea throughout their length by DATE: 10/9/2015 De over.structure lathe responsibility efen wt.°designer. con^sow anaemia sumeapyw,.)6.a0.7 here s mror aynaryec). x Imwmbr...lateral boning required where wcm.. SEQ.: K1448285 NuweahoUamate end et nypomwnem any Wedsrbieertaend 4:DesinM1wolwuses ere to o be..II me,eawweceee,cw. 4_des .lds....e end any Weds grater nen S.Deign mmresmswsenmm wed)n.nonmaana environment. TRANS ID: LINK deaiPro.delM.cgi.em."°wOOnwn:M"° 6andDes. .m;a6,l�aet,�.me�l.ep,nnae�,,,,.6l,immeedw° EXPIRES:12/31/2016 6.Conwarus hes no control oar era mumu no respon«bny ar Om bi6.° h.rain,shipm.m.nd iwtall.6nn«d"nwnem3 5 Design October 9,2015 sub.nm the 6m.zmna s«rmn by 6:PUS an.mB,3Sa adequate inage oft..°and _ pined so n«rwmer TPIfMfAn BCSl6popu olel.ch will be lumishatl upon reaMM. lines coin.a Mitek USA,k,cJEompuTrus Software 1.6.74P2(1L)-E o For Las9.Dutta s.connwmr pateicate.e al desiwhw. pYb de«gi values an ESR-1311,ESR-1866 wen) A This design prepared from computer input by GREG ARIEL TRUSS LUMBER SPECIFICATIONS TRUSS SPAN 5'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TC: 2x4 DF 416BTR LOAD DURATION INCREASE=1.15 1-2=( 0) 57 2-4=(0) 0 BC: 2x4 of 416BTR SPACED 24.0"O.C. 2-3-(-92) 64 C LATERAL SUPPORT<=1250C. UON. LOADING BC LATERAL SUPPORT 4=125OC. UON. LL(25.0)+05( 7.0) ON TOP CHORD= 32.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA DL ON BOTTOM CHORD= 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 12.0" 0.0" TOTAL LOAD= 42.0 PSF 0'- 0.0" -16/ 367V -23/ 76B 5.50" 0.59 DF ( 625) 4'-11.0" -37/ 133V 0/ OH 2.00" 0.21 DF ( 625) Snow:ASCE 7-10, 25 PSF Roof Snow(Ps) 5'- 0.0 0/ 86V 0/ OH 2.00" 0.14 DF (625) Cs=1, Ce-1, Ct=1.1, I=1 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: -1=L/240, TL=L/180 MAX LL DEFL=-0.002"@ -1'- 0.0" Allowed= 0.100" BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP MAX TL CREEP DEFL=-0.003"@ -1'- 0.0" Allowed= 0.133" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TC PANEL LL DEFL=-0.028"@ 2'-10.3" Allowed- 0.335" MAX TC PANEL TL DEFL=-0.046"@ 2'-10.3" Allowed= 0.502" MAX HORIZ. LL DEFL=-0.000"@ 4'-11.0" MAX HORIZ.TL DEFL=-0.000"@ 4'-11.0" 5-00 T '1 12 Wind: 120 mph, h=17.6ft, TCDL-4.2,BCDL=6.0,ASCE 7-10, 7.00 (A11 Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=1.6, -/ us designed for wind loads in the plane of the truss only. c d o y jr;FF M-2.5x9 y 9-11 0-0-M 1 j 1-00 6 s-oo 1 �\c����xAGI E.S'/0 'PROVIDE FULL BEARING;Jts:2,3,4 I -9 Q' 89782P E r- ___,,,!'.. MI JOB NAME: DR HORTON PLAN 3726-A-JS Scale: 0.5505 v' aeaeauames, un m„er„aeno. 14/4/ .9 Q„ 1.BolBuiblerand eemo congas....bea.Hee m.ncnet.i Nms ,.Inca.wns based only upon.parameters sho..nd is for an ma.mual 2 Q. Truss: J1 and Wamirasbumncons..nco,menc«. building component. maegspans.,.andpmper 9,9 G'9RY 15 (,i 2.8x4411 STaion wen bracing mus W inaead where ennm.. incorporationof..into Me responsibility or me bulking designer. .u..anng.on. .n 2. ren assumes.a oo_mn°,ena wmm moment mime ly atn.ir engM by ,1 PA UL A\ Fila mI.rent,.Additional permanent Iaeiremisious rom.enan�«.a.wamma ch as pwg od reuaado esTC)ewn•tirwalY0D1. DATE: nilamcmrep Me to%any co layante Wil ting a:gner. 3.2x os etsrel peci,grefthe wren shown • SEQ.: K1448286 Nub.asare coaettedmenobs.Wnent any mar gaolertan misign anawpe:esaret emaram.n.-corm enviror�nt m rs.npemn+..na.tnoem..00m.nto.agn.mrnt.n aw.orthy ma...are gnan.nen«o.. EXPIRES:12/31/2016 TRANS ID: LINK a:ignmeaaappied.en.9.9916 eDesign thy condition. use. supports GIIGT Inco or DompuT,�has n con.lo.erandassume.responsiyliNmrnte October 9,2015 naming,shipment and installation of mmponera. Dngn assum«.aquate....provided s.This .ign.Nmian.p.GII t Me BIBIIna.ell.M Rates shall a located onemnmc«a truss.and gaew so Meir mmr a .copesm..velllalumtsneaupon request lines 9.Digits inre .rra ofppinelin i,es. MM.k USA IneJComparus Sortwar.7.8.8(11)-E 1g.Fabuze....tor pent designat.see ESR-1911,ESR-1960(plieW • • • This design prepared from computer input by GREG ARIEL TRUSS LUMBER SPECIFICATIONS TRUSS SPAN 8'- 3.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq=1.00 TC: 254 DF A16BTR LOAD DURATION INCREASE=1.15 1-2=) 0) 57 2-9=(0) 0 BC: 259 DF 1116BTR SPACED 24.0"O.C. 2-3=(-196) 108 TC LATERAL SUPPORT 0=12^OC.UON. LOADING BC LATERAL SUPPORT 0-I2^OC.VON. LL(25.01*DI,( 7.0) ON TOP CHORD= 32.0 PSF BEARING MAX VERT MAX HORZ BRG REQUIRED BRG AREA DL ON BOTTOM CHORD= 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SO.IN. (SPECIES) OVERHANGS: 12.0" 0.0" TOTAL LOAD= 92.0 POE 0'- 0.0" -6/ 48BV -39/ 117H 5.50" 0.78 DE ( 625) 7'-11.0" 0/ 143V 0/ OH 2.00" 0.23 DF ( 625) Snow:ASCE 7-10, 25 POE Roof SROw(05) 8'- 3.0^ -66/ 227V 0/ OH 3.00" 0.36 DE ( 625) Cs=1, Ce=1, Ct-1.1, I=1 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL-L/240, TL=L/180 MAX LL DEFL=-0.002"@ -1'- 0.0" Allowed= 0.100" BOTTOM CHORD CHECKED FOR 100SE LIVE LOAD. TOP MAX TL CREEP DEFL=-0.003"@ -1'- 0.0^ Allowed= 0.133" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 1WX TC PANEL LL REEL--0.288"@ 9'- 7.3" Allowed= 0.579" MAX TC PANEL TL DEFL=-0.465"@ 4'- 7.3" Allowed- 0.869" MAX HORIZ. LL DEFL--0.001"@ 8'- 1.5" MAX HORIZ. TL DEFL=-0.001"@ 8'- 1.5^ 8-03 I I Wind: 120 mph, h=18,6ft, TCDL-9.2,BCDL=6.0, ASCE 7-10, 12 3 -/ (All Heights), Enclosed, Cat.2, Exp.B, MWERSI Dir), 7.00 load duration factor=l.6, �' Truss designed for wind loads in the plane of the truss only. M-2.5x9 7-11 0-09 j 1-00 y 'PROVIDE FULL BEARING;Jts:2,4,3 '8-03 y (�5'�`��NG NF�si��9 ,_49./ 8.782PEXi • • JOB NAME) DR BURTON PLAN 3726-A-J2 Scale: 0.4505 r' £ - ba*noted "1 B"ldrend eremhocontactor shWMbe,rke9aall General Btu, 1:I ;ignIsb:sedo lyupan heara rsshomandMforanln9t.,9aal 9y OREG''''ON p'•h Q Truss: J2 balding or AoplaabCI mms,n parameters..Paper I_ (L War.. construction nt- film'mihe building designer. l/ Q 2.2x4 gmanbulnnn.9�.eabu�. assumes.Design arlba�cordstob.InerallM,..dn '9 AIRY 15 _�`\Qi 3.Pildmri.itemporary bracing to insure abealel dating onehuplon g2.o.c.and et lV o e reeceernM unless Mood ibouywm their length by V DATE: 10/8/2015 b'e'ewee overall tl ibilityltyamucture M diean _suan.naitylity NS'permanentbracing of 2x Impact athiouy.hassp ng r•c.eed i nc)as eye aec). 9� PAUL R' itmitm 4* SE K1448287 No load should be applied m any compnent until after all bmcng and ilding designer 4.Inaalletian mom a Me mp.nnwm or mm respect.sonbaeter. 4•' afastenerarecompneandat no time should any loam Design assum«ma..sare to be used in.nan<arm.environment, greater 5 era tor'dry mmr.58'mum. TRANS ID: LINK 5.wTnrsbads asnoa�boBany operanassunNsnoreapaminlMMrMe nt s. ander., ..em.smlimaegnall s.w.resnan.sny eiwedge rc EXPIRES:12/31/2016 nipmentarida.. components. ,Des as;umesad.gretedran.i.prmmd October 9,2015 8.Thisd eN�ished suaeci to Pm imitations sit 1.M by 8.Plates shall be Muted on both laces m trues,and placed sot*canter TPIhYIG M KS.coples...win he lumkhed upm"Nuest lines coincide MP Mitt center Imes. INN.USA,MIJCbmpuTrus Software 7.8.6(1 L)-E 10.PF.ba nee,pate deaf values s..ESR-1311,ES12-1980(PUNY) • a • • This design prepared from computer input by GREG ARIEL TRUSS LUMBER SPECIFICATIONS TRUSS SPAN 4'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/GD£'/CG=1.00 TC: 224 DF 4161TR LOAD DURATION INCREASE-1.15 1-2=( 0) 57 2-4-(0) 0 BC: 224 DF 41613TR SPACED 24.0"O.C. 2-3=(-77) 19 TC LATERAL SUPPORT 6-12"0C. U LOADING BC LATERAL SUPPORT 4-12"0C.UON. LL(25.0)+DL( 7.0) ONTOP CHORD- 32.0 PSF BEARING MAX VERT MAX HORS BRG REQUIRED BOG AREA DL ON BOTTOM CHORD= 10.0 PSF LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 12.0" 0.0" TOTAL LOAD- 42.0 PSF 0'- 0.0" -33/ 322V -19/ 63H 5.50" 0.52 OF ( 625) 1'-11.0" -29/ 54V 0/ OH 2.00" 0.09 DF ( 625) Snow:ASCE 7-10, 25 PSF Roof Snow(Pc) 9'- 0.0" -30/ 550 0/ OH 2.00" 0.15 DF ( 625) Cs=1, Ce-1, Ct=1.1, I=1 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 MAX LL DEFL=-0.002"@ -1'- 0.0" Allowed= 0.100" BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP MAX TL CREEP DEFL=-0.003"@ -1'- 0.0" Allowed= 0.133" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX BC PANEL LL DEFL- 0.002"@ 1'- 0.8" Allowed= 0.067" MAX TC PANEL TL DEFL- 0.003"@ 1'- 8.2" Allowed= 0.386" MAX HORIZ. LL DEFL=-0.000"@ 3'-11.0" MAX HORIZ. TL DEFL=-0.000"@ 3'-11.0" 4-00 4 4 12 Wind: 120 mph, h=17.3ft, TCDL=4.2,BCDL=6.0, ASCE 7-10, 7.00 p (A11 Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dir), load duration factor=1.6, Truss designed for wind loads in the plane of the truss only. 0.1 M-2.5x9 00102414 'PROVIDE FULL BEARING:COT:2,4,3 y y y 1-11 2-Si 1-00 9-00 (-QED ROF�csS NGINEF9 Q :9782PE JOB NAME: DR HORTON PLAN 3726-A-J3 Scale: 0.5730 ./ / - .My. OBIS..ROMS, unlaeom.Na a4 a 9,`OREGON 47 WARNINGS: Truss: J3 BuiWrande mmreontre.r .be Mall Bernal No. 'This design is bawl mg a.upon..parameters shown and ifor an inawaai and pplw.Mdyofde„npeanebrewdMg. 9,9 GgRY 15 2"le„,2. a 71 3.Mlcompression omprb wes wang must be inMabd wren shown. inv weal of component is,.respmcidliM site wilding Wegner. 3.O temporary Macho to insure galley Meng const:.. Designlassumesme top and tory.dlonlam be barely roma n DATE: 10/9/2015 is Me pnaidltyor.nector.Addeo.pemlamndacingM en u„ne.m a'e'g�°°^'M1'°nlesademamrwrnommeirinlgmMy PAUL a\ responsibility of the toting designer. N. as plywood sheathing(M)was d:ynmBC). SEQ.: K1448288 hpaaMeapplied man #4 5143 ofMesadging or ft:.Imm�iMaw:.awp e.� y erne eldand Wean Inas MWaamre as rob Mmeaz mmpW erA any bas greebrman S.Design Masa ase mmmrmane enarenment TRANS ID: LINK `baasM..pplreab.n�nm Weld andareforaremwndtwn'louse EXPIRES:12/31/2016 6.CampuTry ha roconbd ore:and assumes no resPormwMM me 6 Design assumes..beefing M all supports ehoxn.Shim pwnmd abaaEpn`hanaling,shipmentandinstMaepnMmmpnwb. Design ,„ma October 9,2015 8.ThisdesignhNg,cophed agrMbmeemeawnshed f40 by Plata shall ontorfamgea of trussis send placed so Meirmnbr TpVMG h BCBI,cepa ofwh'ch will be furnished upon request Ws cogs.WNW.center lines MRs*USA,IME004,apuTrus Software T.S.6(1L)-E 10-FNilsi ma�oppwd..Sa,. plate design values see ESR-1311,ESR-1 MBB(MiTek) Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 3/" Center plate on joint unless x,y fD y a offsets are indicated. I (Drawings not to scale) Damage or Personal Injury MEE Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. IIIIIIINIIIIIIIMINEENIO 1/�G 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves p 4 may require bracing,or alternative Tor I O .. p bracing should be considered. 1-44or O Ai 0 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. Provi e copies of his truss ign to the For 4 x 2 orientation,locate ~ ng c�-: ce-� cs-. 4. designer,erection tsupervisorr,,sproperty owner land plates 0 ''U' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from `Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber Software or upon request. shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-131 1,ESR 1352,ESR1988 responsibility of 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 of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that �� Indicated bysymbol shown and/or SYP represents values as published specified. �/ bytext in the bracingsection of the by AWC in the 2005/2012 NDS 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 at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING ^/.. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MTek®All Rights Reserved approval of an engineer. reaction section indicates joint ® number number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 11,x 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. 19.Review portiand picturesall )bonseforeof use.this design Reviewing(frontpicturesback,alonewords j DSB-89: Design Standard for Bracing. 20.is not sufficient. BCSI: Building Component Safety Information, Design assumes manufacture in accordance with Guide to Good Practice for Handling, M�Te kg' ANSI/TPI 1 Quality Criteria. r ' Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.01/29/2013 9 9