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Plans (2) OXm � onnn r moo rapr � r C =rcn - rrrr aII n II II C m cc =rC1Cn M Op -4N N II II l7J C1 II (P � c0 QO II N � 3. - 45-06-00CD CD CD-1 41-06-00 CSD 4-0000 j ao NC:) C 00 � � 1f o O N f i t f CD IT CD i, 15-10-00 CD fCD CS jnr o3(�);- j j -0 1 G G01 CD m O m0 p m 111 W U j ' C1 f Fid1 N C7 E � O (7 0 0 CL o E o !n0z(a� ° nos(s�, -� o �, o o CD C:) c b o Cn o - o fn �J o 0 C) O f rn o CD {{ { = O I 07 �1 - O CD CD Q 6 0 O T y g E03 x ��l �I m ! _ O � / 0 w ! � N ES N `ui O � m �Fs �A�CL O T CD � L O o C:) I I I -I- E r_—_ \4 O - cn < ,..t -06-t� E01 0 P7 p O o 0 44-06-00 3 .(F11 I ,.„, 3 0 0 45-06-00 0 1 En CDG 3 c (n tp 3 NCS c 3 CD CD cn PROSU-11d 5350 SW 107th Ave THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. Beaverton, OR 97005 cThese asses arc designed as individual budding omne ponts to be incorporate)into the budding design at the specification of the building designer See the Phone: 971-371-5971 individual design sheets for each truss design identified BUILDER: DATE: on the placement drawing. The building designer is SCALE: responsible for temporary and permanent bracing of the Pacific Evergreen 06- 18-2015 NTS roof and Floor system and for the overall structure. The design of the truss support structure including PROJECT: DRAWN BY: JOB p: headers,beams,walls,and columns is the responsibility 1228-B Roberto Vasquez 81505608 of the building designer. For general guidance ` regarding bracing,consult"Bracing of wood trusses" ADDRESS: available from the Truss Plate Institute,583 D'Onifrio �.+ 14253 SE 139th Ave,Happy Valley,OR 97015 Dnvc;Madison,WI 53179 y �N- iM r' N MiTek IDSA, Inc. ` 250 Klug Circle Corona,CA 92880 951-245-9525 Re: J 1 504230 Pacific Evergreen Homes- 1228B The truss drawing(s)referenced below have been prepared by MiTek Industries, Inc.under my direct supervision based on the parameters provided by ProBuild West- Beaverton, OR. Pages or sheets covered by this seal: K 1459727 thru K 1459751 My license renewal date for the state ofOregon is December 31,2016. Lumber desiLn values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. F Y✓ � v. ,4 U L October 14,2015 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 componem for any particular building is the responsibility of the building designer, per ANSI/TPI 1. f ,. K"Tek MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: J1504230 Pacific Evergreen Homes- 1228B The truss drawing(s)referenced below have been prepared by MiTek Industries. Inc. under my direct supervision based on the parameters provided by ProBuild West- Beaverton, OR. Paces or sheets covered by this seal: K 1459727 tlhru K 1459751 My license renewal date for the state of Washington is December 20,2015. Lumber design values are in accordance with ANSI/TPI t-2007 section 6.3 These truss designs rely on lumber values established by others. ^ t N\ 51976 October 14,2015 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/TPl 1. (Job Truss (Truss Type IQIv IPly Pacioc Evergreen Homes-12288 ((,0504230 A01 GABLE �1 K1459727 i___ 1 Job Reference optional) Pre-build Beaverton Truss, Beaverton,OR 97005 7 640 s Sep 29 2015 M,Tek Industries,Inc Wed Oct 14 14 44 59 2015 Page 1 ID zxOs6qQqADSprqB9H Rn9fZz54 ED-ng_g59sRy9PE W Jrv6k4GO09DZtaMrX6G MxcsNlyTSMo 'f r-1Sx-o tz=4=4------ -�- 1Z9=� 24-0-D -25Sx� 1-6-0 12-0-0 5-0-0 7-0-0 1-6-0 4x4- tale=1 535 t'z 3tr 923 24 1 800 h2 613,6 ., 51 971104 4 21 VON, 11 i I� zo - I 22 z - i'------`- nL_ _ y _ -��-7 _-_C �� 1m�21, 14 L� 3.4 Tt 6x6 - 13 3x4 19 18 17 16 15 3x4 = 10-2-0 16-0-0 17-0-0, 24-0-0 _ 10-2-0 5-10-0 1-0-0 7-0-0 Plate Offsets(X Y)-- f2 0-2-0 0-1-81 [1 0 0-2-12,0-1-81f11 0-2-0,0-1-8].(15 0-3-0,0-2-01 [20 0-1-4,0-1-0] [21'0-1-4,o-1-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 250 Plate Grip DOL 1 15 TC 033 Vert(LL) 0 05 11-13 >999 240 I MT20 220/195 (Roof Snow=25 0) Lumber DOL 1 15 BC 027 Vert(TL) -0 14 11-13 >999 180 TCDL 70 BCLL 00 ' Rep Stress Incr YES WB 013 i Horz(TL) 0.01 11 n/a n/a j BCDL 100 Code IBC2012/TP12007 (Matrix) Weight 142 Ib FT=10 LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x6 DF No 2'Except' JOINTS 1 Brace at Jt(s) 20.21 W2 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 DF Std G be installed during truss erection,In accordance with Stabilizer Installation guide__.__ REACTIONS. All bearings 10-5-8 except Ot=length)11=0-5-8 (Ib)- Max Horz 2=-258(LC 8) Max Uplift All uplift 100 Ib or less atjoint(s)15 17 18,19,2 except 11=-178(LC 11),16=-133(LC 10) Max Grav All reactions 250 Ib or less at joint(s)16,17.18, 19 except 11=742(LC 1),15=611(LC 1),15=61l(LC 1).2=293(LC 16) FORCES. (Ib)-Max Comp,/Max.Ten -All forces 250(Ib)or less except when shown TOP CHORD 2-22=-294/183,3-22=-286/192,10-25=-668/116,11-25=-787/87 BOT CHORD 2-19=-142/285,18-19=-142/285,17-18=-142/285,16-17=-142/285,15-16=-142/285, 14-15=0/546,13-14=0/546,11-13=0/548 WEBS 15-20=-575/258,20-21=-587/291,10-21=-565/261,10-13=0/309 NOTES- 1)Wind ASCE 7-10;Vult=140mph(3-second gust)Vasd=11lnrl TCDL=4 2psf.BCDL=6.Opsf,h=25ft.Cat Il,Exp B,enclosed,MWFRS (envelope)gable end zone and C-C Extenor(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 9-0-0,Extenor(2)9-0-0 to 12-0-0,Interior(1)15-0-0 to 22-6-0 zone.cantilever left and right exposed,C-C for members and forces&MWFRS for reactions shown.Lumber DOL=1 60 plate grip DOL=1-60 11,U P 2)Truss designed for wind loads in the plane of the truss only For studs exposed to wind(normal to the face),see Standard industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1 3)TCLL ASCE 7-10;Pf=25.0 psf(flat roof snow),Category Il,Exp B,Fully Exp,Ct=1 4)This truss has been designed for greater of min roof live Toad of 16 0 psf or 2 00 times flat roof load of 25 0 psf on overhangs non-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated 6)Gable studs spaced at 2-0-0 oc '»� 7)This truss has been designed for a 10 0 psf bottom chord live loan nonconcurrent with any other live loads. 1 8)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-C wide will fit between the bottom chord and any other members a r(r .� 9)A plate rating reduction of 20%has been applied for the green lumber members 7 q;�1^y j o, 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)15.17, 18,19.2 4- t except(lt=1b)11=178, I6=133 s L 1,_ 11)"Fix heels only'Member end fixity model was used in the analysis and design of this truss LOAD CASE(S) Standard EXPIRES: 12/31/2016 October 14,2015 s,,WARNING-Verify d-ign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev 1010312015 BEFORE USE �s7 potion volyd for use only with rniTek,D connectors This design Is based only upon paramefers shown,and is,er cn uialvrdual building component,nor wi Tarn Before use,The building designer must verity the apish ¢y of design parareters and properly incorporate this design Into the ovc-iall IT,, ag design eroc,rng rndica:ed s;o prevent buckling of individual truss web and/or chard members only ACdlrional-emporary and permanent bracing T k' rs always required for stability and io prevent collapse wiTh possible personal rnlui/and property damage for general guidance regarding the 33 YY�� abi canon,storage,delivery,erection and bracing of Trusses and truss systems see ANSI/TPIi Quality Criteria,DS8-89 and BCSI Building Component 250 Klug Circle Safety Information eya fable trom Truss PlaTe Institute,218 N lee Sheet,Suite 312,Ale tondna,VA 22314 Corona,CA 92880 Job Truss 'Truss Type - Qty 'Ply Pacific Evergreen Homes-12286 K1459728 (11604230 A02 (Common 14 1 Job Reference(optional) Pro-Build Beaverton Truss. Beaverton,OR 97005 7 640 s Seo 29 2015 Mil eb Industries,Inc wed Oct 1 4 14 44 59 2015 Page 1 ID zxOs6gQgAOSprgB9HRn9fZz54ED-ng_g59sRy9PEWJrv6k4GO09DJtZgrVVGMxcsNIyTSMo 1B-Q-9 --------1--24QE.--- 1 1-6-0� 6-0-0 I 6-0-0 6-0-0 6-0-0 4x4= Scale=1'52 0 4 i 2 13�\ 800[12 \ 2x4 2x4 y/ 3 5 4 2 6 7 — \ to 01 7 10 15 9 8 'r 3x6 - 3x4 = 3x4 = 3x4 = 3x6— t--_-- _ 8-0-0 _ — 16 0 u 24 0 0 8_0_0 8 0 08-0-0 Plate Offsets(X Y)-- 0-6-0,0-0-111,f4 0-2-0.0-1-12).I6:0-6-0,0-0-10) (psf)LOADING ) LOADING SPACING- 2-0-0 CSI. DEFL. n (roc) dell L!d PLATES GRIP TCLL 25 0 i Plate Grip DOL 1 15 TC 035 VergLL -0.15 8-10 >999 240 I MT20 220/195 (Roof Snow=25 O) Lumber DOL 1 15 BC 0.37 Vert(TL) 0.27 8-10 1999 180 TCDL 70 Rep Stress Incr YES WB 0.30 Horz(TL) 004 6 n/a n/a BOLL 0.0 Code IBC2012/TP12007 (Matrix) Weight 1141b FT=10% BCD --i-O.o--- --- -- — - -- - ------- ------- LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing • WEBS 2x4 DF Std G I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer I_Installalion guide______._ REACTIONS. (Ib/size) 6=1099/0-5-8,2=1099/0-5-8 - Max Horz 2=258(LC 9) Max UplTt6=-257(LC 11),2=-257(LC 10) pAtJt, t {L� FORCES. (Ib)-Max Comp./Max.Ten -All forces 250(Ib)or less except when shown. a°x111f WASj�jjt' y TOP CHORD 2-11=-1428!273,3-11=-1240/298,3-12=-1260/342.4-12=-1143/354,4-13=-1143!354, ��" /---'=tip, CA,�• 5-13=-1260/343,5-14=-1240/298,6-14=-1428/273 BOT CHORD 2-10=-281/1230,10-15=-44!775,9-15=44/775,8-9=-44/775,6-8=-134/1098 # __ WEBS 4-8=-208/640,5-8=-371/316,4-10=-208/639,3-10=-371/316 NOTES- r 1)Wind:ASCE 7-10,Vul1=140mph(3-second gust)Vasd=111mph,TCDL=4 2psf:BCDL=6.Opsf:h=25fC Cal 11,Exp B:enclosed:MWFRS r- ?.5 1976 (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0,Intenor(1)1-6-0 to 9-0-0,Exterior(2)9-0-0 to 12-0-0,Interior(1)15-0-0 to 22-6-0 zone;cantilever left and right exposed,C-C for members and forces&MWFRS for reactions shown:Lumber DOL=1 60 plate grip D0L=1 60 'x` )" 2)TCLL ASCE 7-10:Pf=25.0 psf(flat roof snow),Category Il,Exp B,Fully Exp.,Ct=1 3)This truss has been designed for greater of min roof live load of 16 0 psi or 2 00 times flat roof load of 25 0 psf on overhangs non-concurrent with other live loads .t I 4)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads �.' S�' ��) 5)`This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10 Opsf. w 6)A plate rating reduction of 20%has been applied for the green lumber members 89 1 82 P E y 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at;oint(s)except Qt=lb)6=257. 2=257 " 8)"Fix heels only"Member end fixity model was used In the analysis and design of this truss LOAD CASE(S) Standard v >\ cif ®R E G O N � UL EXPIRES: 12/31/2016 October 14,2015 4i °�S na�i�?�' 'rc 1�cv:�,ti'` `.a�3�+'r,"��'�.';�"'ur' 'a`�r,�:,9�°:i°ria.'tea^:rae"'�'�i�n"�1S"�.6'�m�;wrw::a,�">4aw;��i<�;:xs";�ra '.�. ^'amit'�:.ata0�•^��`�s;'1y<es~.kz>�. s3&WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 41II-7473 rev.10/03/2015 BEFORE USE. Design valid for use oniy with miTek9 connecio,This destan is based only upon patorneters silo-.vn,and is:or an Indio acdl budding cornponen',no, 'S a Truss sys*em Berore use.rhe budding designer muse verify;ha apnlicablllry of desgn pdiamereis and propedv inrorooiote Thu design Ince're Ov-all +� � beddurg Jesign Breclna Indicated IS:o preven-buc'rhng o°Indiwdual truss,.vob and/or cnord men rs on':y 4:tcilonal'e,riroiary at•o perTnan:`n-t r .:n f.7 jvl�js ti�g� Is always required-or s*abdiry and m prevoi7 colleose-m.cnssible aersanol injury and property damace rr"or cener::�.;u::!alce reecrdir,y•rte fabnce;Ion,storage,delrvety,erection unci biaang er rr•�rs=es a.^.d nuis s;s,ems see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI 8oilding Component 250 Klug Circle Safety Information ovodable horn Truss Note Insrnu,e 213N Lse Saeat,Sure 312,;lexandria,VA 22314 Corona,CA 92880 Job Truss Truss Type Qty Ply P-fi.E-green Homes-12286 K1459729 - f i J J1504230 A03 iCom.-non i 1 __Job Reference_(ophonalI Pio-Build eeavenon Truss, Beaverton.OR 97005 7 640 s Sep 7.9 2015 7v7iTe4 Industnes.Inc Wed Oct 14 14:45 00 2015 Page 1 I D:zxOs6gQgAOS prgB9H Rn9fZZ54ED-FsY21 Ut3l SY58TQ5gSbVYEiOsHulaxLPbbLOwByTSMn ____-__24--0 1_25-6-0-1 6-0-0 6-0-0 6-0-0 6-0-0 1-6-0 4x4- Scale=1.50.0 3 I • /�k 11 2 800 12 2x4 ;\ �+ \ 2x4 4 ,9 13 9 14 8 7 3.6 - 3x4 = 3%4 - 3x4 - 3x6 - A00 160_0 00__-__ 24 _-.-- -_ _--� _ 8-0-0 8-0-0 6-0-0 _Plate Offsets(X,Y)__ (1"0-6-0,0-0-111 f3.0-2-0.0-1-121 f50-6-0.0-0-101___ LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.15 7-9 >999 240 MT20 220/195 (Roof Snow=25 0) Lumber DOL 1.15 BC 0 39 Vert(TL) -0 26 7-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.32 HOrZ(TL) 0.04 5 n/a n/a BCLL 0.0 ' BC_DL _10.0 Code IBC2012/TPI2007 (Matrix) Weight 1121b FT=10e LUMBER BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-2-9 oc puffins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer _Installation-guide___-_ REACTIONS. (ib/size) 1=992/Mechanical,5=1110/0-5-3 _ Max Horz 1=-249(LC 6) F Max Uplift l=-205(LC 10).5=-259(LC 11) ( +j f `� SVdASFt FORCES. (lb)-Max.Comp/Max Ten.-All forces 250(Ib)or less except when shown. iJ` TOP CHORD 1-10=-1454/317.2-10=-1285/333.2-11=-1307/377,3-11=-1186/388,3-12=-1157/365. R tom' <-3; 4-12=-1279/354.4-13=-1258/311,5-13=-1446/286 a O BOT CHORD 1-9=-302/1281,9-14=-50/791,8-14=-50/791,7-8=-501791,5-7=-140/1113 WEBS 3-7=-207/638.4-7=-371/316,3-9=-226/683.2-9=-403/328 j ! NOTES- 111 51976 1)Wind:ASCE 7-10 Vu11=140mph(3-second gust)Vasd=111mph,TCDL=4 2psf.BCDL=6 Opsf.h=25ft.Cat IL Exp B,enclosed.MWFRS (envelope)gable end zone and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 9-0-0.Exterior(2)9-0-0 to 12-0-0,Interior(l)15-0-0fes, -SFS"1-T1 �- to 22-6-0 zone:cantilever left and right exposed,C-C for members and forces&MWFRS for reactions shown;Lumber D0L=1 60 plate 'Ss)C�'VALrG grip DOL=1 60 2)TCLL ASCE 7-10,Pf=25 0 psf(flat roof snow);Category Il,Exp B;Fully Exp,Ct=1 3)This truss has been designed for greater or min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �p C3 R QF fis non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 5)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will \� IJG6lN��i�1 fit between the bottom chord and any other members,with BCDL=10.0psf 6)A plate rating reduction of 20%has been applied for the green lumber members. CC 89 1r2E 7)Refer to girder(s)for truss to truss connections 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b)1=205, - 5=259. 9)"Fix heels only'Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 9 y 1'o <� P-,A U,_ EXPIRES: 12/31/2016 October 14,2015 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 10II-7473 rev,10/03/1015 BEFORE USE Design vatic: Th,design is eased only upon paierne:eis shown,ar.0 n•n: : :,=.'lual tl'A Ing co.^:ponce-,nu: •"'^' �^ a,runs,ys'em 8e:oie u,e ;i,F>building designer rnusr verity hc dPdlicability cf design Pcranla;crs end pic{>"r r;^rc',rl�oro'e'his Uesigr,n ro'he a:ei all �� { building design Brading inaica:ed u'o Prevent Duckling of individuel,runs••veb and/orchord membe„ci:iv.Add ,;.alc,lporory end permunen-brucine Welk'clway,required`ors•c:uiii:y::n;:'u ore:vcnt;roll::osc +i-h pcssi:;leper•.ondl lnjur;and prcoer-y dcmacre ioi'general guiaan�.e rcaaraing rita !Y! 1 labncanon.S'orage,deiivery,erection and bracing of:ruses and'i!ass Svseira.see ANSI/TPII Ouelity Criferie,DSO-89 cnd BCSI Building Component 250 Klug Grde Safety Information ::vudublC.4om Truss Pl-,Inv,u:e 218 N Lae S:re %Sui,c 312,Ale�cndnc.`+A 2231.. Corona,CA 92880 iJobTruss Truss Type IQIY illy PaaGc Evergreen Homes-1228B i i K1459730 (31504230 A04 (Root Soeaal 12 1 I (Job Reference(optional pro-Bmld Beaverton Truss, Beaverton.OR 97005 7 640 s Sep 29 2015 MiTek Industries,Inc Wed Oct 14 14 45.01 2015 Page 1 ID:zxOs6gQgAOSprgB9HRn9fZz54ED-126QWquhUmgymd?HE96k5REXfg9uJHFZpF5zSeyTSMm : 6-0-0 i2-0-0— t8-0-0_ _r_ 2 ri 6-0-0 6-0-0 6-0-0 6-0-0 1-6-0 5x6 Scale=1:51 7 3 800 112- ��X �� 1 2x4 \� /j (t 2.4 m / i �\ i 12 5x6 5 o �/, ---- — - — -- 6 10 3x8% _ T 4x10= 4.00 112 5x6 Ail', 6-11-12 13-6-0 6-11-12 6-6-4 10-6-0 Plate Offsets(X Y)-- f1 0-1-1 0-0-51 [3:0-2-4,0-1-81,f5:0-0-15 Edger [8:0-2-8,0-2-121 LOADING(psf) SPACING- 2-0-0 I CSI. DEFL. in (roc) I/def/ L/d PLATES GRIP TCLL (Roof Snow=25 00 Plate Grip DOL 1.15 I TC 049 Vert(LL) -034 5-7 >825 240 MT20 220/195 TCDL 7 0 Lumber DOL 1 15 BC 072 I Vert(TL) -1 07 5-7 >266 180 BCLL 0.0 Rep Stress Inc/ YES WB-0.79 - j Horz(TL) 0 19 5 n/a n/a - BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:109 Ib FT=10 LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 8-5-2 oc bracing WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 1=992/Mechanical,5=1110/0-5-3 Max Horz 1=-251(LC 8) Max Uplift 1=-205(LC 10),5=-258(LC 11) VAU1L j{f� FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-2621/617,2-9=-2533/633,2-10=-2450/669,3-10=-23211680,3-1 1=-953/313, 4-11=-1087/302,4-12=-1323/347,5-12=-1372/322 ;� 2 BOT CHORD 1-8=-614/2289,7-8=-69/826.5-7=-162/1083 -_- WEBS 2-8=-350/312,3-8=-542/1862,3-7=-163/260,4-7=419/312 NOTES- f 5197fi :> 1)Wind.ASCE 7-10:Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft.Cat.II,Exp B;enclosed,MWFRS O ��, % (envelope)gable end zone and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 9-0-0.Exterior(2)9-0-0 to 12-0-0,Interior(1)15-0-0 � , fiIS'1 YF �� to 22-6-0 zone,cantilever left and right exposed,C-C for members and forces&MWFRS for reactions shown,Lumber D0L=1 60 plate ~'�'S10NA.L�T7• grip DOL=1 60 2)TCLL:ASCE 7-10;Pf=25.0 psi(flat roof snow);Category ll,Exp B,Fully Exp.;Cl=1 3)This truss has been designed for greater of min roof live load of 16 0 psi or 2.00 times flat roof load of 25(1 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads GINE 4s 5)'This truss has been designed for a live load of 20 Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will \� 'fiiq 0 fit between the bottom chord and any other members. U 6)A plate rating reduction of 20%has been applied for the green lumber members 4__ f 82 P E 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)1=205, 5=258 7e� 9)"Fix heels only'Member end fixity model was used in the analysis_and design of this truss. LOAD CASE(S) Standard srCREGC?N�� p�U EXPIRES: 12/31/2016 October 14,2015 c�-�>aa w. x �a: -��:..:..t �1� ��. ;ar��z� ,;�aa��:�;�� . �s ter;: ��,u �.� �• WARNING-Venfy design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,111-7473 rev.10/03/2015 BEFORE USE. Desgn valid for use only:vith N,ITek0 connectors Tnis design is based only upon ppiamcieis shown,and is for an individual building component,nor a truss sys'em Before use.the builaing designer mus-vent'the roalicabih:y o'design para w—and propedv incorpc—e Tnis design mto the overall 'r building design.Bracing rnarca,ea is io prevent cuckling a'individual Truss.veb ane/or chora mern5eis only.Addrioncl-emporar.and permanen-oiacmg Tek' is oh,says required for s'obdry and to pieven'Collapse wim possible personal injuri and proper'y demage.For gene al guidance regarding'he Mi fourrca-ron,s'oraae,aelivery.erec-ioo and bracing ot'russes and-runs sysems.see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information ovailable from srru,e.Truss Plate In218 N.Lee Street.Suite 312.Ale.ondna,V A 22314. Carona,CA 92880 (Job Truss (Truss Type Qty ,Ply Paclfc Evergn:en Homes-12288 Kt459731 J1504230 A05 Roof ,eclat Job Reference lopl!onal) � Pro Budd Sea—ton Truss Bea,enon,OR 97005 7 640 s Sop 29 2015 MITsk Industries,Inc Wed Oct 14 1445 02 2015 Page 1 ID zxOs6gQgAOSprq B9HRn9fZz54ED-BFgofAuJF4opNnZUntezefnhy4V821912vgW_4yTSMl � - i-- —�� ----1L-4 ---------i-------18_0-4———---:.._-------24-4=2----�t-25-6=0-� 1-6-0 6-0-0 6-0-h-0 6-0-0 6-0-0 1-6-0 5x6 _ Scale-1 52 7 4 I 12 800 F2 2x4 yy 2x4 3 5 ZZ i � I �I !of 2 i 5x6= \ _ \_ 6 )v 8 \ 61 3x8 4x10 4 00 112 5x6= 6-11-12 13-60 24-0-0 _ 6-11-12 6-6-4 10-6-0 Plate Offsets(XY)-_ f2.0-1-1 1_0-0-_5L[4 0-2-12,0-1-121,6 0-0-15,Fdge r9 0-2-12,0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. to (loc) I/deft L/d PLATES GRIP Plate Grip DOL 1 15 TC 0 51 Vert(LL) -0.34 6-8 >821 240 MT20 220/195 (Roof Snow=25.0) LumbL 1 15 C ) TCDL 70 Rep StreDssOlncr YES WB 075 HortzT�r) 078 6-8 >26a 180 BCLL 00 Code IBC2012/TP12007 (Matrix) Weight 111 Ib FT=10 BCDL j I LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purlins. BOT CHORD 2x4 DF No 1&Btr G BOT CHORD Rigid ceiling directly applied or 8-9-15 oc bracing WEBS 2x4 DF Std G MITek recommends that Stabilizers and required cross bracing j li be Installed during truss erection,in accordance with Stabilizer I_Installation ouide _ 1 REACTIONS. (Ib/size) 2=1099/0-5-8.6=1099/0-5-8 _ Max Horz 2=-259(LC 8) Max Uplift2=-257(LC 10),6=-257(LC 11) AJ-'L lv�lj FORCES. (Ib)-Max.Comp./Max Ten -All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-2544/568,3-10=-2453/593,3-11=-2354/630,4-11=-2226/641,4-12--933/300, 4,� +n 5-12=-1068/289,5-13=-1304/334.6-13--1353/309 ti' Z °y BOT CHORD 2-9=-572/2191,8-9=-62/809,6-8=-156/1067 WEBS 3-9=-323/299,4-9=-503/1771,4-8=-164/263,5-8=-419/312 't NOTES- 's 1)Wind ASCE 7-10,Vult=140mph(3-second gust)Vasd=111mph,TCDL=4 2psf.BCDL-6 Opsf,h=25ft,Cat IL Exp B,enclosed.MWFRS / �`� `•'TC7 fa`>-><;{ ` (envelope)gable end zone and C-C Exterior 2 -1-6-0 to 1-6-0,Interior(l)1-6-0 to 9-0-0,Exteuor(2)9-0-0 to 12-0-0,Interior(l 15-0-0 to "--.:/-=t-i=✓ �r> 22-6-0 zone,cantilever left and right exposed,C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1 60 plate gnp DOL=1 60 y 2)TCLL ASCE 7-10,Pf=25.0 psf(flat roof snow),Category 11,Exp B,Fully Exp,Ct-1 3)This truss has been designed for greater of min roof live load of 16 O psf or 2 00 times flat roof load of 25 0 psf on overhangs > non-concurrent with other live loads 4)This truss has been designed for a 10 0 psf bottom chord live load nonconeurrenl with any other live loads 5)`This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ) �? fit between the bottom thong and any other members Cr,' � 6)A plate rating reduction of 20%has been applied for the green lumber members 82P 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI?angle to grain formula Bwld;ng designer should verify capacity of bearing surface 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atloint(s)except(jt=lb)2=257, 6=257 " 9)"Fix heels only"Member end fixity model was used In the analysis and design of this truss RcC.-zr*'' LOAD CASE(S) Standard y 14Ri t b` L October 14,2015 '-s. .r. ;'k'.��`�'i;:i�.�''a, S£i�:t°;w;,rz.'1?9. ',',..�.,.'vasf.`S'.�Y;;��.v,...^„�S ,a"ia«`. "�.w'"�i' ki .. ..,..,z:%"°t '?"-..%r,:,.,.,,,.t':Si?,iv�.�'rmr,'„� .&,£�;7,� ih�!?�' �E;t,.. •..- s%3:3n? WARNING-Verify devgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1411-747.3 rev 1.0103/2075 BEFORE USE. Design valid:or use only WITh Iv iTeire ccnneCtars ihls design Is based Cnly upon p alan,00r5 shaW n,•,Jnri I', (' _n it i,ilv,dua bUI::II;g:.ant,'%nerl !10' o Truss system Berore use the bulldir�g designer must vent'The appllcatil!Iy or dasrjn poreme:^�s ona I,rc.p-i'�,Jr,,:;I,cid e runs slcr-7n In:o'hc is-I:ll �[ building design d�Tek” 1 Is oM cy;reGune..`cr s:obihry and to Greaent.;allcp.e mfh po•alble personal rnlury and prapen�C:urage Frn go res nl{;u,dcu,ce regcrdm 'hc iabrlca:,.n,s;orage,delivery,el ecrion and I—Tuna of-cusses and nus;systems,see ANSI/TPH Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Cllcle Safety Information avatlobie Tram Truss Plale Insa-ute 2i8 N' '_ee ST—I,Suhe 312,Alerorn:ne.VA 22314 Corona,CA 92880 IJob Truss 'ITruss Type - IOty Ply IP.-,clic Ee era reea Homes-12288 I K1459732 J1504230 A06 ----Common SuoPcned Caole---—-_-_ -- 1 1 L- __—_- —__ IJob Reference (optional)__ _ Pan-Bu,ld beeverton 1',-, Beaverton,OR 97005 7 640 s Seo 29 2015 M,Te'r Industries,Inc Wed Oct 14 14 45 03 2015 Page 1 • ID zxOs6gQgAOSprqB9HRn9fZz54ED-fREBxWvyONwg?x8gLa9CAsKyvU2_nKIsHZa4XWyTSMk r` 1=1=b=0 - -, 12=Q0- -- ---- --- -2a-0-0— ----------I-25=6=Q I 1-6-0 12-0-0 12-0-0 1-6-0 WHEN A FLAT BOTTOM CHORD GABLE TRUSS SUPPORTED ON TOP OF A BEARING WALL SETS NEXT TO SCISSOR TYPE TRUSS(ES),A HINGE TYPE CONNECTION WILL BE CREATED BETWEEN THE TOP PLATE OF THE BEARING WALL AND THE BOTTOM CHORD OF THE Scale=1 53 7 GABLE TRUSS THIS IS DUE TO THE LACK OF THE LATERAL BRACING PROVIDED BY RIGID CEILING AT THE HINGE TYPE CONNECTION POINT THE TRUSS DESIGNER ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THE LATERAL BRACING TO THE HINGE CONNECTION SITUATION COMPETENT PROFESSIONAL ADVICE MUST BE OBTAINED RELATIVE TO THE DESIGN OF THE ADEQUATE LATERAL BRACING TO THE HINGE TYPE CONNECTION x4 = I j%I I g 80012 6 . �10 5 I /AI 13 -' 3x4 26 25 24 23 22 21 20 19 18 17 16 3x4 5x6- l—__--- _ —_ —— 24-0-0 24-0-0 _ Plate Offsets MY)— [20-2-0,0-1-81,[140-2-0,0-1-8],[2010-3-0,0-3-0] LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! L/d PLATES GRIP (Roof Snow=25 0) Plate Grip DOL 1 15 TC 0 18 Vert(LL) 0-01 15 n/r 90 MT20 220/195 Lumber DOL 1 15 BC 0.10 Vert(TL) 0.00 15 n/r 120 BCD LL 00 Rep Stress Incr YES WB 022 Horz(TL) 0.01 14 n/a n/a BCDL 10 0 Code IBC2012/TP12007 (Matrix) Weight 142 Ib FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF NO 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 no purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing OTHERS 2x4 DF Std G 1 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer i 'InstallatLon,gwde-- REACTIONS. All bearings 24-0-0 _ (lb)- Max Herz 2=-258(LC 8) Max Uplift All uplift 100 Ib or Tess atjoints)14,22,23,24,25,26,2Q 19,18,17,16, Max Grav All reactions 250 Ib or Tess at joint(s)21 22,23.24,25.26,20,19 18 17 16 except 14=280(LC 16),2=281(LC 16) FORCES. (lb)-Max Comp/Max Ten -All forces 250(lb)or less except when shown NOTES- 1)Wind ASCE 7-10.Vult=140mph(3-second gust)Vasd=111mph,TC-,-,L=4 2psf.BCDL=6 Ops,[,h=25ft,Cat 11,Exp B,enclosed,MWFRS (envelope)gable end zone and C-C Corner(3)-1-6-0 to 1-6-0,Exterior(2)1-6-0 to 9-0-0,Corner(3)9-0-0 to 12-0-0,Extenor(2)15-0-0 to 7- P p r.`• 111976 22-6-0 zone,cantilever left and right ex exposed,C-C for members and forces&MWFRS for reactions shown.Lumber DOL=1 60 late °.�- ``�'�� grip DOL=1 60 "TIS 2)Truss designed for wind loads in the plane of the truss only For studs exposed to wind(normal to the face).see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL ASCE 7-10,Pf=25.0 psf(flat roof snow):Category 11;Exp B,Fully Exp,Ct=1 4)This truss has been designed for greater of min roof live load of 16 0 psf or 2 00 times flat roof load of 25 0 psf on overhangs non-concurrent with other live loads. '.z, t 5)All plates are 2x4 MT20 unless otherwise Indicated 6)Gable requires continuous bottom chord bearing 7)Gable studs spaced at 2-0-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads `:�Z' 89782PE " 9)*This truss has been designed for a live load of 20 Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 10)A plate rating reduction of 20%has been applied for the green lumber members 11)Provide mechanical connection(by others)of truss to beanng plate capable of withstanding 100 Ib uplift at joint(s)14.22,23,24.25. 26.20.19.18,17,16,2p �( # 12)"Fix heels only"Member end fixity model was used in the analysts and design of this truss F�; tet LOAD CASE(S) Standard XPiF(ES: 42/3/2016 October 14,2015 &k,WARNING-Verify design parameters and READ NOTES ON THIS AND fNCLUCED MITEK REFERANCE PAGE Mit-7473 rev 10/03/2015 BEFORE USE design"I'd`or,t:,c only wr!r ba,ed rimy sl o—and is`or an ndn,d,al brtildina ,ar,p Dn ,- cuss sysTe,n 8 . : -he:uildmg d-1g,.a iris,-i y:h,-opphcabilcy o-cesi,,ln parame,ec and piope,ly ncorpora:c Ihi,design into ne o,,—I ® �{ bmidu,p aesi;n-rrtl-�c1 1,1,1, �,-c at ev."n-bu:.:l,nq C Ina„a—I ,J/or.-.ncrd r„emI_o,,only 4d,i:-icn.l-.en,pera,i.:rid pe,„,c,ri,_nT brccing ';?�%a is al.v ays raGured.or s�abdry aria.o pre+=_n.col'�opsa wrh possible personal,.�1ury aria propc-r*y domcae Fa, r y—al guidonce rega,ding the ' Te”' 'rbncanon,sT ae,dehvory ere-:icn and b;o-ig orussesand T,us_s TeI' I-,r. ANSI/Ten Quality Critero,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information ova,ir,ble horn f,USS Plate Insriru-e,218 N Lee SiiaaT S,)ITe 3;2 ,Iexand„o,V?223i4 Corona,CA 92BBO ,Jo6 L.", !Truss Type Qiy Fy- PacificEverg•een Homes-12288 IK1459733 J1504230 —(Common Supported Gable -- 1 l _ � __ lJob Refe- net) Pio-Build Beaverton Truss, Beaverton,OR 97005 7 640 s Sep 29 2015 M,Tek Industries,Inc Wed Oct 14 1445 05 2015 Page 1 • ID:zxOs6gCgAOSprq B9HRn9fZz54ED-bgLxMCxCY?ANEEI3T?BgFHPIPIgQFGg8kt3AbPyTSMI — __-� —_ —_-_—_—_ 16-6-0 1-6-0 8-3-0 8-3-0 WHEN A FLAT BOTTOM CHORD GABLE TRUSS SUPPORTED ON TOP OF A BEARING WALL SETS NEXT TO SCISSOR TYPE TRUSS(ES),A HINGE TYPE CONNECTION WILL BE CREATED BETWEEN THE TOP PLATE OF THE BEARING WALL AND THE BOTTOM CHORD OF THE Scale=1 36 0 GABLE TRUSS. THIS IS DUE TO THE LACK OF THE LATERAL BRACING PROVIDED BY RIGID CEILING AT THE HINGE TYPE CONNECTION POINT. THE TRUSS DESIGNER ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THE LATERAL BRACING TO THE HINGE CONNECTION SITUATION. COMPETENT PROFESSIONAL ADVICE MUST BE OBTAINED RELATIVE TO THE DESIGN OF THE ADEQUATE LATERAL BRAKING TO THE HINGE TYPE CONNECTION , 800',12 / :7r, A •�I--� I 3x4 17 16 15 14 13 12 11 3x4 16-6-0 — _ 16-6-0 Plate Offsets(X Y)-- r2.0-2-0 0-1-8),x100-2-0,0-1-81__ _ (psi) j TCLLL 25 0 SPACING- 2_0_0 CSI. DEFL. n (lac) deft Lld PLATES GRIP (Roof Snow=25 0) Plate Grip DOL 1 15 TC 0f8 Vert(LL) 0 00 1 1h 90 MT20 220/195 TCDL 7,p Lumber DOL 1 15 BC 010 Vert(TL) 0.00 I n/r 120 BCLL 00 Rep Stress Incr YES WE 006 Horz(TL) 000 10 n/a n/a Code IBC2012/TP12007 (Matrix) Weight 82 Ib FT=10% BCDL 100 --------'------------------I----------- LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins ' BOT CHORD 2x4 DF No 1&Btr G BOT C:-lOPD Rigid ceiling directly applied or 10-0-0 oc bracing OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing � be installed during truss erection,in accordance with Stabilizer— Installation-guide REACTIONS. All bearings 16-6-0. (Ib)- Max Horz 2=177(LC 7) Max Uplift All uplift 100 Ib or less at loint(s)2,15,16.17,12 except 13=-100(LC 11),11=-112(LC 11) Max Grav All reactions 250 Ib or less at joint(s)10,14 15 16,17,13.12,11 except 2=277(LC 16) FORCES. (!b)-Max Comp/Max Ten -All forces 250(Ib)or less except when shown. "^- ,. \�- NOTES- 1)Wind:ASCE 7-10,Vult=140mph(3-second gust)Vasd=11lmph,TCDL=4 2psf,BCDL=6 Opsf,h=25ft.Cat II;Exp B,enclosed,MWFRS ) { (envelope)gable end zone and C-C Corner(3)-1-6-0 to 1-6-0.Exterior(2)1-6-0 to 5-3-0,Corner(3)5-3-0 to 8-3-0,Exterior(2)11-3-0 toS, 13-6-0 zone;cantilever left and right exposed,C-C for members and forces&MWFRS for reactions shown:Lumber DOL=1 60 plate � grip DOL=1 60 r�� C� ,4Y r, 2)Truss designed for wind loads in the plane of the truss only For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1 ��' 'c4 3)TCLL ASCE 7-10:Pf=25.0 psf(flat roof snow).Category 11;Exp B,Fully Exp,;Ct=1 0t'AL 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2 00 times flat roof load of 25 0 psf on overhangs non-concurrent with other live loads 5)All plates are 2x4 MT20 unless otherwise indicated � ° 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 1' , 8)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 9)'This truss has been designed fora live load of 20 Opsf on the bolturn chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will r:y'- -7,S1 3 f- i fit between the bottom chord and any other members , 10)A plate rating reduction of 20%has been applied for the green lumber members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 10t,Ib uplift atloint(s)2.15,16.17 12 �,;'``,,'•"'� except(1t=1b)13=100,11=112. $fs�-=' � n- 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss ,: • t't (:, 'S ter, LOAD CASE(S) Standard + /°qj t� L EXPIRES_ 12/311'2016 October 14,2015 - ;,c ,'"�. xx'.aixz:H :'r,.':r;�'.Ri"'.,�., " :°: ws:<:,.:s�s.'+ .i:. �r7i-'s`:«":..1'i;,"'" N•u�'" aiM:. %-' :'!x'.yv:�«'.r 'zt, '::=:W "Wap'ra"w WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1010312015 BEFORE USE Design valid for use only with MiTektil connectors This design Is based only upon pC101110:er5 shower and is foi or'indivicluol building ccT-oven:,nor a puss system Be'ore use,rhe building designer Trust venfy The opplicabilty of design cerarne:ers a,d propeily r,co,pg e'hu design into The ove-11 g� " building design Bracinag indicated is to prevent buckling o:indv,aual truss web and/or chord mernbe�.enl; '.da:icnal temporary and pernranenT bracing Y a always inquired for s' bihTy and ro prevent collapse withm psible personai inluryand prope,Ty dm ^� .Noaage ra.,:enc-rut gwdoncs legal deny rhe Y fobii—non,storage,aeliverl,erection and bracing of`ruses and truss ,,Terry,see ANSI/TPI!Qualify Criteria,DSB-85 and BCSI Building Component 250 Klug Circle I Safety Information available from Truss Platc institute,218 N Lee Snocil,Suite 312,Neaondna,VA 22314 Corona,CA 92880 ----- Job Truss (Truss Type (Qty P- ly I Pacific Evergreen Homes-12288 J1504230 B02 !Roof Special ;21 K145973 4 �__ _ ___ _ _ _______ ! ___ _______ ___ _ ,___ _ __ __Job Ref ___nceL phonal Pro-Budd Beaverton Truss, Beaverton,OR 97005 7 640 s Sep 29 2015 MI T ek Industries.Inc Wed Oct 14 14 45 05 2015 Page 1 ID:zxOs6gQgAOSorq B9HRn9fZz54ED-bq LxMCxCYOANEE13T7BgFHPGfialFAn8kt3AbPyTSMI • (__]=5-0 =4�2-- ------ &=3-0 ----I----1.2-1-3----�--- 1-6-0 4-4-12 3-103 3-10-3 4-4-13 4x4 — Scale=1 35.7 4 10 8 00 12 2x4 = 9/ \ 1 . / �2x4 11 7 �� A of ; 1 I� 40o 112 r/ 3x6�� 3x6 8-3-0 16-6-0 8-3-0 8-3-0 Plate Offsets'Xl Y)-- f2.0-2-0.0-1-81 16.0-210,0-1-81 LOADING(psf) i SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 25.0 (Roof Snow=25 0) Plate Grip DOL 1 15 TC 0.29 Vert(LI_) -0.14 2-7 1999 240 MT20 220/195 TCDL 7 0 Lumber DOL 1 15 BC 047 Vefl(TL) -0 44 6-7 >438 180 Rep Stress Incr YES WB 044 HOrz(TL) 0 13 6 n/a n/a BCLL 00 Code IBC2012/TP12007 I (Matrix) Weight.69 Ib FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installalipn_guide. REACTIONS. (Ib/size) 6=668/0-5-8.2=790/0-5-8 Max Harz 2=178(LC 9) Max Uplift6=-137(LC 11),2=-194(LC 10) U`£, FORCES. (Ib)-Max Comp/Max.Ten -All forces 250(Ib)or less except when shown $ O� A f7�y, I TOP CHORD 2-8=-1549/395,3-8=-1505/413,3-9=-1169/183.4-9=-1083/196.4-10=-1083/222, 4' 5-10=-1171/210,5-11=-1456/393,6-11=-1574/376 BOT CHORD 2-7=-399!1328,6-7=-279/1327 _- WEBS 4-7=-131/990,5-7=-397/326,3-7=-393/296 NOTES- �. 1)Wind ASCE 7-10',Vult=140mph(3-second gust)Vasd=1 I Ini TCDL=4 2psf.SCDL=6 F 0psf;h=25ft,Cat Il,Exp B;enclosed,MWRS r' �.; r,,I � `t4 (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0.Interior(1)1-6-0 to 5-3-0.Exterior(2)5-3-0 to 8-3-0.1nterior(1)11-3-0 to - d y 13-3-4 zone,cantilever left and right exposed:C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1 60 plate '.$Vj grip D0L=1 60 2)TCLL ASCE 7-10.Pf=25.0 psf(flat roof snow):Category 11,Exp B;Fully Exp;Ct=1 3)This truss has been designed for greater of rnin roof live load of 16 0 psf or 2 00 times flat roof load of 25.0 psf on overhangs Ct non-concurrent with other live loads. RO 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live leads 5)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will c'\ G� 'a( �iC� `�0 fit between the bottom chord and any other members. ' 6)A plate rating reduction of 20%has been applied for the green lumber members89782PE 7)Bearing at)oint(s)6,2 considers parallel to grain value using ANSUTPI 1 angle to grain formula Building designer should verify capacity of bearing surface � 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except dl=1b)6=137. T 2=194. -- 9)"Fix heels only'Member end fixity model was used in the analysis and design of this truss 4A(; GO( r.� LOAD CASE(S) Standard �+ 2 �Y `4�3•�{G UL R\ EXPIRES: 12/31/2016 October 14,2015 x-y`1'y�WARN/NG-Verify design parameters and READ NOTES ON TJ AND INCLUDED MITEK REFERANCE PAGE Alit-7473 rev.10/03/2015 BEFORE USE " saw Oeslgn v,lid'or use only with 11,,1011111, 1 1111,clesigr,is based only uPnn Pnla -ars sl:Dwn,or,N,Is`or nn Iudivid'rol t;uldina c [npcnen no- a'russ system Be*-use,-he budding designer rnust verity Tine aonllcabllov o`uevgn oc,,m urs and praperh Inrcrpor—Shu cesign Ir—�he ovcr::l', bUldlnq daSlC%n Bracl:,G Indlca:ed IS O jJ!C:'(:n%:JUC:ing Of I(IClvld U(J:HISS Wr;b nn':1/O;chard nlCrnbel,On:' rad/';Jna:Cin::e:ar\'(lr:d pC%rTl<:ne n'bt^C'Ing x4 iTe Il^.I`n-ayS IC'^'JI:Cd'Or)'.^.DII"`/a:la`^D!C�e11';.'Oi(:D;f-:1"1 D^.:::DIC�'.-`ISCnC:'r`Il l`/^:1:]_:DIJe-y•]DIT'la�':: �J!a(.'nC:C'v`.!':DC'•.�C'fUCI(:Irl[y`-!`_: t%� & ®s 'abnce'Icn,–sn age,aehvery ereGlOn and bracing o"russes cna'n,ss sys-en-s.see ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information avadobie from Truss Playa Ins:ru:e,218 N Lee Sneer.Sure 312 Alexandrrc'VA 22314 Corona,CA 92880 J • Job Truss Truss Type ;Qty ;Ply Paufic Evergreen Homes-1228B K,459735 J1504230 B03 —_ �Rool SpecialJob Reference o tip onal) R 13 Id Beaverton Trus Beave ton,OR 97005 7.640 s Sep 29 2015 NliTd1 Industnes,Inc Wed Oct 14 14 45 06 2015 Page 1 ID'zxOs6gQgA0 Sprq B9HRn9fZz54ED-4OvJZYygJIIEsOtFOuvoVyRShw9_dRlzXok7ryTSMh 4-3_4 8-1-8._——_—! --ll=tL-12_ 1 -'-e 4-3-4 3-10-4 3-10-4 3-10-12 4.4 = Scale=1 35.3 3 / I I \ 8.00 12 \ � 2x4 - / -_ � 2x4 - J \�\ - 3.6 6 i 400 12 0 axs�- 4x6% 8-1-8 15-10-8 8-1-8 7-9-0 Plate Offsets(X Y)-- [1.0-1-1.0-1-51,[6:0-1-2,0-2-21 LOADING(psf) I SPACING- 2-0-0 CSI. I DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 250 1 Plate Grip DOL 1.15 TC 029 Vert(LL) -0.13 1-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1 15 BC0 46 Vert(TL) -0.42 1-7 >448 180 TCDL 7.0 Rep Stress Incr YES I WB 0 41 Horz(TL) 0 11 6 n/a n/a BCLL 0.0 ' Code IBC2012/TPI2007 (Matrix) Weight 68 lb FT=10% BCDL ___ 100 — --- --- ---------- — - - LUMBER- BRACING- TOP CHORD 2x4 DF No.1&BIT G TOP CHORD Structural wond sheathing directly applied or 5-1-10 oc purlins BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing SLIDER Right 2x4 DF Std-G 2-2-12 be installed during truss erection,in accordance with Stabilizer Installation guide._ REACTIONS. (Ib/size) 1=656/0-4-G.6=656/Mechanical Max Horz 1=160(LC 7) Max Uplift1=-135(LC 10),6=-132(LC 11) FORCES. (Ib)-Max.Comp/Max.Ten.•All forces 250(Ib)or less except�rnen shown. r~� 0Y��_��fl,1,f7 TOP CHORD 1-8=-1527/413,2-8=-1409/430.2-9=-1132/208.3-9=-1044/223.3-10=-1044/226. fit. Gj 4-1G=-7123/214.4-11=-1338/393.5-11=-1392/384,5-6=-1458/378 C BOT CHORD 1-7=-423/1320.6-7=-268/1195 ��~ -_- WEBS 2-7=-378/310.3-7=-137/933,4-7=-319/294 NOTES- 1 51976 �> 1)Wind:ASCE 7-10:Vul1=140mph(3-second gust)Vasd=111mph,TCDL=4 2psf,BCDL=6.OpsC h=25 h,Cat.II,Exp B;enclosed:MWFRS (envelope)gable end zone and C-C Exterior(2)0-2-0 to 3-2-0,Interior(1)3-2-0 to 5-1-8,Extenor(2)5-1-8 to 8-1-8,Interior(1)11-1-8 to 12-9-6 zone;cantilever left and right exposed,C-C for members and forces&MiWFRS for reactions shown;Lumber DOL=1.60 plate -�$�ONAL �C grip DOL=1.60 2)TCLL:ASCE 7-10,Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp,Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will � �-Q PR QF,,ls fit between the bottom chord and any other members �� G(NEE � 5)A plate rating reduction of 20%has been applied for the green lumber members f� 6)Refer to girder(s)for truss to truss connections 4✓ 7)Bearing at joint(s)1 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity 1QZ 89 782 P E �{ of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb)1=135. Fix he 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LOAD CASES) Standard OREGON b}` �- �R Y UL EXPIRES: 12/31/2016 October 14,2015 ✓ i�ti.ai��t;'xis:.�..:.i.. a...s- w!:�+2D§'F`A ?�:.t.:.iw.).t;..�.�..+'.."..�'1�::.��:.,!�f,�..�...4«i�...:-�...._,:w:.}..z.`°t. y...,.x4i�.�a_.xs:._».e�.<a}'f.�s:.a«:.2�'.�xi...-.w...e..k��^r_TJ'J,.°-.h°.}�t�i: 5.,3b� >]»'�.a'."w..n. a.s"�}we �f"r' I fA WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1,111-7473 rev 1010312015 BEFORE USE. % aw' Desiyn valid`or r!se only wish r`niTaFr>cenrreetors.This design k based only upon pr,cn,ters shown,anti is`oi a ��idiv�dt�cai t;uilriL iy companc m,not `^"" a tius:sys ein Beloie use,-ne buiicfin Cr desiynar must veri`v the nnplical uhty o'aesiyn prname'ers anti pi c;;aii.�u�c„r::or ,";hr,design giro the d"'61Vag bwloury dengn ti AiTek' is always re.;uu ocl'o:s:abilry and to proven:collapse,.ith pocsble personal viiury and P-11", ropel,damage yrs yer,e:;;l yuiacnca reycrdeny the ('✓i i R fabncd;, n,storage.deiweiq,erec•ron and bracing of'russes and Huss sys:en,s.see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information —ailable Dorn Truss Plwc Insrrute.218 ni Lee Street.Sure 312.Alecannno,vA 22314 Corona,CA 92880 _ Job Truss Truss Type 'Qty Ply Pacific Evergreen Homes-1228B K1459736 J1604230 C01 Common Supported Gable i 1 ____ Job Reference( ptional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc Wed Oct 14 14'45'07 2015 Page 1 ID zxOs6gQgAOSprq B9HRn9fZz54ED-YCThmuyS4cQ5UYSRaQD8LiUeu5M1jAORCBYHg HyTSMg 1-6-0 7-0-0 7-0-0 1-6-0 4x4 - Scale 3/8••=1' 5 i -, \ 6 a 800 '2 3 7 I I 2 1 - Io x g �� I 3x4 i 14 13 12 11 10 3x4 i4-0-0 _ 14-0-0 _ Plate Offsets(X,Y)-- r2.0-2-0,0-1-81,x8:0-2-0.0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 25.0 j plate Grip DOL 1 15 TC 0 18 Veri(I-L) 001 9 n/r 90 MT20 220/195 (Roof Snow=25 0) Lumber DOL 1 15 BC 009 ; Vert(TL) 0.01 9 n/r 120 TCDL 70 Rep Stress Incr YES WB 004 Horz(TL) 000 8 n/a n/a BCLL 00 ' Code IBC2012/TP12007 (Matrix) Weight:68 Ib FT=10% BCDL 100 LUMBER- BRACING- TOP CHORD 2x4 OF No 1&8tr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 OF No 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 OF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer _Installation guide_ — _ _J REACTIONS. All bearings 14-0-0. - (lb)- Max Horz 2=-163(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)2,8,13, 11 except 14=-105(LC 10), 10=-105(LC 11) PAUL , Max Grav All reactions 250 Ib or less at joint(s)12,13,14,11,10 except 2=270(LC 16),8=270(1-C 16) WA FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. :CY' /mow Gam,, NOTES- 1)Wind:ASCE 7-10:Vult=140mph(3-second gust)Vasd=111mph:TCDL=4.2psf:BCDL=6.Opsf:h=25ft,Cat.11,Exp B;enclosed.MWFRS (envelope)gable end zone and C-C Corner(3)-1-6-0 to 1-6-0,Exterior(2)1-6-0 to 4-0-0,Corner(3)4-0-0 to 7-0-0,Exterior(2)10-0-0 to y 12-6-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown:Lumber DOL=1 60 plate $t yob grip DOL=1.60 O �r 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry f'tST 6R Gable End Details as applicable,or consult qualified building designer as per ANSI(TPI 1 $ , 3)TCLL:ASCE 7-10:Pf=25.0 psf(Flat roof snow):Category II,Exp B:Fully Exp.:Ct=1 CONAL C 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25 0 psf on overhangs non-concurrent with other live loads R 5)All plates are 2x4 MT20 unless otherwise Indicated 6)Gable requires continuous bottom chord bearing 7)Gable studs spaced at 2-0-0 ocT 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 9)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will m111189�82 ', fit between the bottom chord and any other mebers , 10)A plate rating reduction of 20%has been applied for the green lumber members 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 It,uplift at joint(s)2,8.13,1 1 except •; '--' (jt=1b)14=105,10=105. v s- 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss OREGON LOAD CASE(S) Standard �,t�� _4{ y -1`�)`� UL EXPIRES: 12/31/2016 October 14,2015 ,WARNING-Verity design paramefars and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1,111.7473 rev 10/03/2015 BEFORE USE. Design valid fol use only—1,NO.l O connectors This design is based only upon ea,c 'ere shown,and a'ei an individual buddrlg componow,no' 1:iuss sysiem.6e'ore use.;he building designer mus:venry the applicability o'design pcieme:ers and properly incorpciare:Ms design into the overall builong design.dreruly inoica,ed is.o OrevCnt buckling or in, ,iva ver,cadioi cncrd members only.Addrioncl:ernporar/and permanenr'r—cing fl R�'l�l.' b cr.,ays resign. `oi s'aodiry ane i po orev ccllcc kung cossiale personc:l injury one prone::;•dcmage.r•o:geneiai cuidcnae iecaicing-ne i F� 3 !C 'abncetion.staraye.aalivery,eiecaon and bracing v ruses and,runs sys;ems.see ANSI/TPII quality Criteria.DSB.89 and 8CSI Building Component 250 Klug Circle Safety Information available'mm Truss Pla-e Insrvu:e 218 N Lee Szeer,Suite 312,Alexancrii VA 22314. Corona,CA 92880 L Job Truss ;Truss Type Oty' Ply Pacific Evergreen Homes-12286 i K1459737 J1504230 402 Common J t J __.Job Reference(orylional)- _ Pre-Build Beavedon Truss. Beaverton,OR 97005 7 6J0 s Sep 29 2655 I:i„Tek Industces,Inc Wed Oct 14 14 45.08 2015 Page 1 ID:zxOs6gQgAOSprclB9HRn9fZz54ED-OP14_Ez4r Yy61ld87kNlwlkuVfoSblbQrHrCkyTSM( • r_t-6-0 7_Q�_ 11- __ I I -:0- 1-6-0 T 7-0-0 7-0-0 -6-0 40 = Scale.3/8"=1' 3 L� 800 F12 I �� 7 10 — -- —� - �r�4 � Ica 1 I 6 lei 3.8= 2x4 3x8= 7 00 __ 14-0_0 7-0-0 7-0-0 Plate Offsets(X Y)__ (2 0-8-0,0-0-141,f4 0-8-0.0-0-14i LOADING(psf) SPACING- CSI. DEFL. PLATES GRIP TCLL 25.0 2-0-0 In (IOC) I/deal Lid (Roof Snow=25 O) Plate Grip DOL 1 15 TC 0.49 Vert(LL) 0.07 2-6 1999 240 MT20 220/195 TCDL 7 0 Lumber DOL 1 15 BC 0.32 Vefl(TL) -0 14 2-6 1999 180 TCLL 00 Rep Stress Incr YES WB 0.13 Horz(TL) 001 4 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:54 Ib FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer-- L Installation uide. REACTIONS. (Ib/size) 2=679/0-5-8.4=679/0-5-8 Max Horz 2=-163(LC 8) Max Uplift2=-171(LC 10),4=-171(LC 11) .; V\E.)L FORCES. (lb)-Max.Comp./Max.Ten.-.All forces 250(lb)or less except when shown. TOP CHORD 2-7=-662/103.7-8=-524/118,3-8=-518/129.3-9=-518/129.9-10=-5241118, r Cf 4-10=-662/103 BOT CHORD 2-6=-8/435.4-6=-81435 WEBS 3-6=0/327 i ) t NOTES- ti I- 1)Wind ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph,TCDL=4 2psf,BCDL=6 Opsf;h=25ft,Cat Il;Exp B,enclosed,MWFRS *51. 76 (envelope)gable end zone and C-C Exterior(2)-1-6-0 to 1-6-0.Interior(1)1-6-0 to 4-0-0,Exterior(2)4-0-0 to 7-0-0,Intenor(1)10-0-0 to 12-6-0 zone,cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown Lumber D0L=1.60 plate `•�.S'� �Lti grip DOL=1 60LE 2)TCL L.ASCE 7-10:Pf=25 0 psf(Flat roof snow).Category Il.Exp B,Fully Exp,Ct=1 3)This truss has been designed for greater of min roof live load of 16 0 psf or 2 00 times flat roof load of 25 0 psf on overhangs non-concurrent with other live loads. � `�. PRfi��' 4)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrenl with any other live loads - ' c) 5)'This truss has been designed for a live load of 20 Opsf on the botton,chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6)A plate rating reduction of 20%has been applied for the green lumber members tZ• 89 j n 2 P E { 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)2=171. `', t F "Fix heels ,,yam^e 8)"Fix heels only'Member end fixity model was used in the analysis and design of this truss LOAD CASE(S) Standard S'� OREGON <� tz- �� RY 'A UL EXPIRES: 12/3112016 October 14,2015 WARNING-Wnry dasign parameters and READ N07ES ON THIS AND INCLUDED M I EK REFERANCE PAGE NIII-7473 rev 10/03/2015 BEFORE USE. KANO Design valid:or use oniv wrh milel connec:o .This design is based onl:upon porcmerars shown,and it ro+a,+,ndv,ducl building corrnonew, io7 i truss sys,ern de`o:e use.rhe b uAding ci-igne mus:verrv'he opoiicabil-c'design pa--tern and oiooe+h r+%aPo+a-•.;+hrs design in++1 rl�e overall builainG eesian. 6rac+ng ulaicasea rs io{veven:Puc4.ling o:indiviaudl Huss v:eb ancio+chord member a;f. x•C:,"r not'emporaiyarse uermdnen:piecing k is akveys re:tuned'or s:oaili-y and to icollapse with possible personal ner"/iury and p+oPMiTe 'icbnc.,oh.s-o:ece del"erv,erec'ioor,cna biarmg oi'msses and-runs sysrena,see ANSI/TPII Quality Criferic,DSB-84 and BCSI Building Component 250 Klug Cud. Safefy Inlormalion T•odoble'rom in!ss Plow Ins:i:use.?id N tee 5'ree'.Suite 312.%•lexcno++�.:!4 22..14 Corona.CA 92880 ;Job Truss Truss Type cry •Ply Pacific Evergreen Homes-1228B ,_ K1a JIMon1504230 D01 notnn SuppJob Reference(optional olea Gable n 1 59738 - )— Pro-Bmld 6— mn Tvss_ Beaverton,OR 97005 7.640 s Sep 29 2015 10,Teh Industries,Inc Wed Ort 14 14.45:092015 Page 1 I D:zxOs6gQgAOSprq B9HRn9fZz54ED-UbbS BZJcDgplscgirGcQ7azgv2CB21 kfV 1 OkAyTS Me 1-7-11 13-4-8 0-1-8 I 9 Scale-,46 6 7 6 80 Fs 5 ,�/ PACFI_ fit j I Z WASII/ �ta7 P 3 ik g,,`4, 51976 3TSTE� 1 j 3x4 16 is 14 13 1z 1 0 S�IQI'AL Plate Offsets(X Y)-- [2:0-1-2,0-1-81 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loo I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) 0.00 ( 8 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.11 Vert(TL) 0 00 8 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 015 Horz(TL) 000 n/a n/a BCLL 0.0 ' Code IBC2012/TP12007 (Matrix) Weight.90 lb FT=10% _BCDL 10.0 -- ---- -- =------------- - ---------- ---- LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr G FOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G WEBS 1 Row at midpt 8-11 OTHERS 2x4 DF Std G MITek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer --Installation guide REACTIONS. All bearings 13-6-0 (lb)- Max Horz 2=445(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)12,13,14,15,11 except 16=-142(LC 10) Max Gray All reactions 250 Ib or less at joint(s)12, 13,14, 15.11 except 2=294(LC 16) 16=274(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-436/362,3-4=-319/243.4-5=-256/205 NOTES- 1)Wind ASCE 7-10:Vult=140mph(3-second gust)Vasd=111mph,TCDL=4 2psf:BCDL=6.Opsf;h=25ft,Cat II:Exp B;enclosed,MWFRS (envelope)gable end zone and C-C Corner(3)-1-7-11 to 14-5,Exterior(2)1-4-5 to 10-6-0,Corner(3)10-6-0 to 13-6-0 zone,cantilever left and right exposed,C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1 60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only For studs exposed to wind(normal to the face).see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSIlTPI 1 3)TCLL ASCE 7-10:Pf=25 0 psf(flat roof snow);Category II:Exp B:Fully Exp.:Ct=1 4)This truss has been designed for greater of min roof live load of 16 0 psf or 2.00 times flat roof load of 25-0 psf on overhangsp P R OF�c�, non-concurrent with other live loads 5)All plates are 2x4 MT20 unless otherwise Indicated. �(� - s� 6)Gable requires continuous bottom chord bearing. \ �� !)? 0 7)Gable studs spaced at 2-0-0 oc C✓ .� 8)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrenl with any other live loads 89782P 9)'This truss has been designed for a live load of 20 Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)A plate rating reduction of 20%has been applied for the green lumber members 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift allolnl(s) i2,13,14,15, 11 except jt=lb)16=142 y OREGON 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2, 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss Cly y y b' i LOAD CASE(S) Standard �A UL R EXPIRES: 12/31/2016 October 14,2015 , �,YVARN/NG-Varl/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK RFFERANCE PAGE Mlb7473 rev.1010312015 BEFORE USE. Oosign volid'or use only•..,th�..1,TeIA;connectors This design is based only upon parame'ers shown,ona is:or an indt duel building componen',no' • a Muss sysfern.Bu:oie use he building designer mus:veray:he clop:cability o'aesign parome:er:ono properly vicorpera:e mis design into she cvera,l i� r building clesrgn. bracing inaico:ed is ro proven:buckling of indivraual'ru„•n eb an;l/cr cnoid members only Addiw-cl-e;npomiy cna pe.rmenen:Oracrny TMiTek' is always -abir:y—a'o prevent collapse nrh possible pers—ohniurl one property Carnage.rot geneiol gu,;cnce regarding'he- ;abnconon;:0,;ge.del:vaty,erec:ron and bracing,o"ru,,.s anc truss systems>e.e ANSI/TPIt Quality Crileria,DSB.89 and BCSI Building Component 250 Klug Curde Safety Information available:ram Truss Plate Insn:uie,218 N Lee Sneer,Sune 312,Ale.ondno.V-22314 Corona,CA 92880 Job Truss (Truss Type Qty i Ply Paanc Evergreen domes-1228B - ! K1459739 J 1504230 D01 Monoprtch Supported Gayle 1 I (!Job Reference(optional) Pro-Build Beaverton Truss Beaverton,OR 97005 7 640 s Sep 29 2015 MiTsk Indusines,Inc Wed Oct 14 14 45 09 2015 Page 1 • ID zxOs6gQgAOS prq B9HRn9fZz54ED-UbbSBZJcDgplscglrGcQ7a?lv32B2GkfVlOkAyTSMe �— — 13-4=a- -- 13_,6-0 13-4-8 0-Y-8 7 Scale=1 46 4 rr�!' 8 00 12 i 2 / I I �1 h I 3x4_ 15 14 12 11 10 9 LOADING(psf) I- — - — ---------- � SPACING- 2-0-0 CSI DEFL. In (roc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 009 Vert(LL) n/a nia 999 1 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1 15 BC 006 Vert(TL) n/a n/a 999 TCDL 7.0 Rep Stress Incr YES WS 0 15 Horz(TL) -001 8 n/a n/a BCLL 00 ' Code IBC2012/TP12007 (Matrix) Weight 87 Ib FT=10 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Bir G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 DF No 1&Btr G BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing WEBS 2x4 DF Std G WEBS 1 Row at mldpt 7-10 OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing i be Installed during truss erection,in accordance with Stabilizer Installation guide____ REACTIONS. All bearings 13-6-0 (lb)- Max Horz 1=410(1_C 10) Max Uplift All uplift 10016 or Tess at Iolnt(s)1,8,9, 11 12,13,14,10 except 15=-176(LC 10) Max Grav All reactions 250 Ib or less at loint(s)1,8, 11, 12,13,14,10 except 15=322(LC 17) -f,' LihS X * , y1 ' FORCES. (lb)-Max Comp./Max Ten -All forces 250(Ib)or less except when shownTOPCHORD 1-2=-443/367,2-3=-317/253,3-4=258/212 - t NOTES- } ) 1)Wind ASCE 7-10.Vult=140mph(3-second gust)Vasd=111 mph,TCDL=4 2psf,BCDL=6 Opsf,h=25ft.Cat IL Exp B:enclosed,MWFRS \ (envelope)gable end zone and C-C Corner(3)0-0-0 to 3-0-0.Extenor(2)3-0-0 to 10-6-0,Corner(')10-6-0 to 13-6-0 zone,cantilever left y and right exposed,C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1 60 plate grip DOL=1 60 r �. <3 ` <;3 F < 2)Truss designed for wind loads in the plane of the truss only For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable.or consult qualified building designer as per ANSI/TPI 1 3)TCLL.ASCE 7-10,Pf=25 0 psf(flat roof snow),Category 11.Exp B,Fully Exp,Ct=1 4)All plates are 2x4 MT20 unless otherwise indlcaled 5)Gable requires continuous bottom chord bearing ' 1 Le C 6)Gable studs spaced at 2-0-0 oc 7)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads r' "y' �` €� �,• 8)'This truss has been designed for a live load of 20 Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ..'•,"> w "�" '^-. k r' fit between the bottom chord and any other members " .� 9)A plate rating reduction of 20%has been applied for the green lumber members r':a� rt {'7¢.:- 10)Provide mechanical connection(by others)of truss to bearing plate:tapable of withstanding 100 Ib uplift atjomt(s)1,8,9,11-12,13. 14,10except(It=1b)15=176 a.�F. s' -y° _"=•-"'�" - i 1)"Fix heels only"Member end fixity model was used In the analysis and design of this truss LOAD CASE(S) Standard � � T PAItL EXPIRES: 12x'31/2016 October 14,2015 A" ,WARNING-Verify dr—gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE Design valid'or use only with MiTektr)connectors This design n bused-1W upon parameters shornvl,ang a rot gn ind-d url bi!-troy-componr?nt,not g truss 5w;em B—le use,rhe building designer hirsT verity The upplical,lry cf d—ign parameters and pior)erl1 r-Ors-aTe This design ince-rte.overall ' budding design Braeng mdiea'ed is To pravenr bue:2ing o:�,idle!duol Tnrs,pnp grdicr chard menrbeu r niv -__. ::I'ce�riprnr• �r,v �ma��arT bracing � R rn�°�" s0. I l 'ten �-pc £4'3a 1?, is alwgvs required.or t: ..-,gar dii,g:he %abuca9on,s:er ge,delivery,erection and b!cc!ng of`ruses and truss sys-,em:,seeANSI/TPI(Quality Criteria,USS-89 and SCSI Building Component 250 Klug Crrcle Safety Information avodgble morn Tuns Plate IrnTifu Te,218 N Lee Street Surto 312,Alei dna,VA 22,114 Corona,CA 92880 _-- IJob Truss 'Truss Type TQty Ply Parr, Eergreen-IGmes-12286 - I i I , K1459740 _1504230 D02 ;Monopiich 5 t_--___.—-- --- ------ ----__— ----`--_- _- Ijob Reference(opt,onaO_ Pro-13ui1d Beaverton Truss, Beaverton OR 97005 7 010 s Sep 29 2015 M,Tek Iadusines,Inc well Oct 14 14 45 10 2015 Page 1 i DzxOs6gQa.AGSprq B9HRn9fZz54ED-vn9gPv?LNXog LOBOFYnryL65mJLzwNHtu9mxGcyTSMd 1-7-11 6-9-0 6-9-0 Scale=1 52 9 4 5 � /2.4 II 10 I I 800 i12 3x4 'DLII, 1 2 9 A _ Z 3r8 = 8 76 - , 2x4 3x6 = -ydJ;' TtL�,�^ °'r 5 5 0___ __13-6-0 Plate offsets(X Y)- (2.0-8-U-0-10).f3 0-1-12.0-1-81 _ i- LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/dell Lid PLATES GRIP ! TCLL 250 Plate Grip DOL 1 15 TC 040 Vert(LI-) -0.04 7-8 >999 240 MT20 220/195 (Roof Snow=25 O) Lumber DOL 1 15 BC 027 Vert(TL) -0 12 7-8 >999 180 BCDL 7 0 Rep Stress Incr YES I WB 068 Horz(TL) 001 r n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight 73 Ib FT=101% BCDL 10.0 -- ------- - ---- ---J--------------------------- LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No 1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 1 Row at midpt 4-7 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation_guide, _,_________ REACTIONS. (Ib/size) 7=560/Mechanical,2=674/0-5-8 Max Herz 2=445(LC 10) Max Uphft7=-302(LC 10),2=-77(LC 10) Max Grav 7=595(LC 18),2=674(LC 1) FORCES. (Ib)-Max Comp/Max Ten -All forces 250(lb)or less except when shown TOP CHORD 2-9=-666/0,3-9=-448/0 BOT CHORD 2-8=-254/503,7-8=-254/503 WEBS 3-8=0/312.3-7=-619/313 NOTES- 1)Wind ASCE 7-10:Vult=140mph(3-second gust)Vasd=111mph,TCDL=4 2psf,BCDL=6.Opsf.h=25ft,Cat IL Exp B.enclosed.MWFRS (envelope)gable end zone and C-C Extenor(2)-1-7-11 to 1-4-5.Intenor(1)1-4-5 to 10-6-0.Extenor(2)10-6-0 to 13-6-0 zone,cantilever left and right exposed,C-C for members and forces&MWFRS for reactions shown Lumber D0L=1 60 plate grip DOL=1 60 2)TCLL ASCE 7-10,Pf=25 0 psf(flat roof snow).Category 11,Exp B.Fully Exp,Ct=1 C 3)This truss has been designed for greater of min roof live load of 16 0 psf or 2 00 times flat roof lead of 25 0 pst on overhangs <t, A F P6' non-concurrent with other live loads � (� - 0 4)This truss has been designed for a 10 0 psf bottom,chord live load nonconcurrent with any ether live loads 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will t� fit between the bottom chord and any other members 978 8E 6)A plate rating reduction of 20%has been applied for the green lumber members- 7)Refer to girder(s)for truss to truss connections 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2 except(jt=ib) •---'• 7=302 9)"Fix heels only'Member end fixity model was used in the analysis and design of this truss OREG N LOAD CASE(S) Standard 9� F Y 1- PA U L. EXPIRES: 12/3-1/2016 October 14,2015 ,,�&WARNWG-verify design parameters and READ NOTES ON THIS AND INCLUDED MH EK REFERANCE PAGE 11,111.7472 rev.10/03/2015 9EFORE USE D""gn—I'd`o,uie Only K h.Mlrei:iF'('tJllne C-Oti This ebC.Se(i only urall e—f— a'ld IS`ai;11 Ina,viduol Jullcllnq can,00:i�-n" rI truss system Be,a,e use,'rte bulldirig designer mui'vnri'v:he opi r—b,hv'y,de,.gn jJ ram ,,s and property,nCorpr-i-'n„de,gn— he ev^lall bu,Id,ng aetlan c,oane,nd,c.'ec Is-e;:,even-bucklrxl o-nd,•nauo:'rte°:.•:+eb am:/c:mora members onN na!ir:Ona'-emprnary Ona pe,menen'aruc,ng k ,S a Wa';s•eCUI1 C(1'OI S':.lbll"y and-^rle.ea'CGdap.e'ti'I'F(+G:)able iP.ISanCl,nl•1f/'�:la�:�.^.er'v aamaae ra,gehar(1 OII,toric.:i,'goomg'h3 MiTe O'cc;e 'Id'—v e:'one breanc D"I,S-,a„111,5,sys-Orr-see ANSI/TPI1 Quality CriferiG,DS8-89—a BCSI Budding Component ! 250 Klug G(cle Safety Information .,v Anble tom Ouss Pkr'e ii—n O 2,3 N Lee Spec'Su,m 3:2..•le.,cndnc`.'4_231-+ I Corona,CA 92880 —l I FJ—abTruss iTruss Type 'Qty Ply Parde Evergreen Hcmes-12288 - K1459741 IJ1504�30 D03 MonopiLh 16 1 Job Reference optional Pro-Build Beavarton Truss Beaverton OR 97005 7 040 s Sep 29 2015 MiTek Industries,Inc Wed Oct 14 14 45 11 2095 Page 1 ID zxOs6gQgAOSprq B9HRn9fZz54ED-QzICcF?z-7r Xz91CpG14VYfIMIIYftzl6pWVp2yTSMC 6-Q_ 11-0-0 5-6-0 5-6-0 Scale=1 52 6 3 4 2x4 ////I II 800�12 1 0 j 3x4 3x4 4` 7- hi = f re .fir; 2x43x4= 3x6 (Job Truss (Truss Type loly Ply ;Pacd,c Evergreen Homes-12286 K1459742 1.11504230 E01 iCemmon Sunponed Gable 1 J I� Job Reference(optionall Pro-Build Beaverton Truss Beaverton,OR 97005 7.610 s Sen 29 2015 FAITek IndUSInes,Inc Wed Oct 14 14 45 12 2015 Page 1 ID zxOs6gQgAOSprq B9HRn9fZz54ED-uAGagbObu82OaJKPNzpJ2mBXi645OReALTF2LVyTSMb i — 690 --- -- 690 40= Scale=1 29 5 4 Boo i_ / \ 5 3 - 2 I I I \ I 7 h 10 3x4 = 12 11 10 9 8 3x4 = i3-6-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.05 I Vert(LL) n/a n/a 999 MT20 220/195 (Roof Snow=25 0) Lumber DOL 1 15 BC 0.04 Vart(TL) n/a n/a 999 BCLDL 0 0 ' i Rep Stress Incr YES WB 0.05 Horz(TL) 000 7 n/a n/a BCDL 100 Code IBC2012/TP12007 (Matrix) iWeight 60 Ib FT=10% LUMBER- BRACING- TOPCHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No 1&Btr G BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G MITek recommends that Stabilizers and required crass bracing be installed during truss erection,in accordance with Stabilizer _Installation guide_ REACTIONS. All bearings 13-6-0 (lb)- Max Herz 1=-131(LC 6) Max Uplift All uplift 100 Ib or less at joint(s)1,11,9 except 12=-128(LC 10),8=-1 27(1_C 1 1) Max Grav All reactions 250 lb or less atloint(s)1,7,10,11,9 except 12=252(LC 17),8=252(LC 18) FORCES. (Ib)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown. �� 0 VASftZ NOTES- 1)Wind.ASCE 7-10:Vult=140mph(3-second gust)Vasd=111 mph:TCDL=4.2psf:BCDL=6.Opsf:h=25ft,Cat ll,Exp B:enclosed,MWFRS `_- (envelope)gable end zone and C-C Corner(3)0-0-0 to 2-9-0,Exterior(2)2-9-0 to 3-9-0,Corner(3)3-9-0 to 6-9-0-Exterior(2)9-9-0 to 10-6-0 zone,cantilever left and right exposed:C-C for members and forces&MWFRS for reactions shown,Lumber DO1_=1.60 plate grip DOL=1.60 A 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry �� 4l.51976 Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1 fes, Q�S•i'F:R�' `,� 3)TCLL ASCE 7-10:Pf=25 0 psf(Flat roof snow):Category II,Exp B:Fully Exp.;Ct=1 r��O\t.\t 4)All plates are 2x4 MT20 unless otherwise indicated 5)Gable requires continuous bottom chord bearing 6)Gable studs spaced at 2-0-0 oc �--l P 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members � ,fi'+ -!•� 9)A plate rating reduction of 20%has been applied for the green lumber members 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 to uplift at(oint(s)1. 11,9 except � S97 r�.��E t--' Qt=1b)12=128.8=127. /}3 1 1)"Fix heels only'Member end fixity model was used to the analysis and design of this truss. LOAD CASE(S) Standard i OREGON "A UL CA EXPIRES: 12/31/2016 October 14,2015 i,7 '.�se.��-."�'w sr•r-'-�s- -'- ^°�.-'�.:$msx.."...-�_ _ r ::~^`yam "WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev 10/03/2015 BEFORE USE. Design valia for use only This design Is based only upon parameters shown,and Is'ei an Individual build na contponen- a-runs sys'em Be'ore use,the building aesigner must'verry The opplicobilry o`design para.-ne'ers and properly incoinoia-e'ms aeslgn-n,o-ne ove;_iII a. building design Bracing IndICC'ec Is:o arevc,",0l1CKII:ig:.'v.—Coo—,or:,n: :neillbers Onl:'.Adc-rnm:l-onnpo,a,J an::pr-n:h,00lg I AiTek � ' IS avloyS IcgUlfed'ar;'ahl6"�Cnd'a L'IevL'n•fg cp;C•..I:h CasSl[J:C aCfS0f1C1 r`II.:•j Ur.0 p:Cp C"t`;^(:in^.O('. For:jC:/era!gu.dcinc C,!cagiotfig":le MiTek' �C i `abnco'Ion,storage tlonvery;.x-I;,n ora braong cf-ruses and'rus syrems sac ANSI;TPIt OucRy Cdtena,DSB-89 and BCS(Builoing Component 250 Klug Circle Safety Information avok,ole fiom Trusss-ia:e Ins:u'a.2i=r'lee S:;ee-,Sure b12.4leron;tno,'v A 221 14 ---- _!Corona,CA 92880 i Jab Truss 'Truss Type lazy 'Ply 'Pacdm[ergreen Homes-12286 IJ1504230 E02 Common 17 K1459743 L_---___—__ _—_Lob Reference(o�tiional Pro-build Beaverton Truss Beat—OR 97005 7 640 s Sep 29 2015 NliTek Industnes,Inc Wed Oct 14 14 45 12 2015 Page 1 • ID:zxOs6qQgAOSprgB9HRn9fZz54ED-uAGagbObu82OaJKPNzpJ2mBO46?yOPJALTF2LVyTSMb 6-9-0 6-9-0 4x4 = Scale=1'29 8 2 800 12 5 i ' \ 3 1 , 4 L 3x8— 2x4 3x8 - _6-9-0 _ 6-9-0 Plate Offsets(X Y)-- f1.0-8-0.0-0-101 f3:0-8-0,0-0-101 _ LOADING(psf) SPACING- 2-0-0 CSL DEFL In (loc) I/dell L/d PLATES GRIP TCLI_ 250 Plate Grip DOL 1.15 TC 0.47 Ver LL) 007 1-4 1999 240 MT20 220/195 (Roof Snow=25 0) Lumber DOL 1.15 BC 037 Vert(TL) -0.14 1-4 1999 180 BCLDL 0.0 Code IBC2012/TP12007 (ML 7O Rep Stress Incr YES atrix)13 Horz(TL) 001 3 n/a n/a Weight:47 Ib FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G rMiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide_______ _ J REACTIONS. (Ib/size) 1=548/0-5-8,3=548/0-5-8 Max Horz 1=-131(LC 8) Max Uplift 1=-112(LC 10),3=-112(LC 11) VAIJ{ c'rUASkrr FORCES. (Ib)-Max Comp./Max.Ten •All forces 250(Ib)or less except when shown TOP CHORD 1-5=665/156.5-6=-536/158,2-6=-530/170,2-7=-530/170,7-8=-536/158,3-8=-665/156 BOT CHORD 1-4=-36/434,3-4=-36/434 fes` WEBS 2-4=0/320 ( i NOTES- t 1)Wind:ASCE 7-10:Vult=140mph(3-second gust)Vasd=111mph,TCDL=4 2psf:BCDL=6 Opst,h=25ft.Cat II,Exp B:enclosed.MWFRS �� (envelope)gable end zone and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 3-9-0,Exterior(2)3-9-0 to 6-9-0.Interior(l)9-9-0 to t F{1 ..y 10-3-4 zone:cantilever left and right exposed.0-C for members and forces&MWFRS for reactions shown.Lumber D0L=1 60 plate grip DOL=1.60 2)TCLL.ASCE 7-10:Pf=25.0 psf(flat roof snow).Category 11.Exp B,Fully Exp,Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members ', . PR 5)A plate rating reduction of 20%has been applied for the green lumber members. INCp_ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Ot=1b)1=112, � Q 3=112. L� 7)"Fix heels only"Member end fixity model was used In the analysis and design of this truss. Q:� 8 % 2 P E LOAD CASE(S) Standard S' OREGON 1t_ EXPIRES: 112/31/2016 October 14,2015 .a' ..�r :_;'. .'sxm'i=,a'rz:;:� tri:d3'ads:eE? s... ,=:,+m:4;ua 'oaradz._'".•i;,::si3'Sia"s,sitaa«.en'r;- -.ffi`ivF:.". =:e� z %1r'.<;,:"diw:.:iai. :w.ssre.9 ^t�`�.'r..,..-..._,»w .. ,4) WARNING-Venry design parameters and READ,VOTES ON THIS AND INCLUDED MIIEK REFERANCE PAGE MII.7473 rev 1010312015 BEFORE USE , Jesgn valla This design l5 bcsed only UoG:!peranre'e13 sh.,.vn.his'oi ----nn'no' a muss system 5e'ore use,the building aeslgnei mus:vcury the opclicabilry o`aesrgn pararne1er5 ono oroper,y,,carpora-e-nis Jesign n-c-he overall 8iY!ldltl� isbuilding neslgn ss+eb and/or chord rnenlbers Cn-I,, ,c.r.a rncorc:r Jnr,�,armaner oro ioq &' ' ehvnys reauuea`ar s,abip'v ana:c woven:ccllapse'.v,n pa;siole:erscnol niur+ana crcpery dcrnag; is ,_-,r.;al guiacnce:eacrcing-ne `ol icoticn s ioae.ce!:verv.ero-cm and bracing ei nusses and rn!ss s1s:en see ANSI/711 Quality Criteria.DSB-89 and BCSI Building Component 1 250 Kluq Grcle Safety information cvailable rram T,uss Rare Ins:iru'e 21R N Lee S-ree:.Sui,e 312,4lercndna.VA 2231» Corona.CA 92880 ;.Joh Truss !Truss Type IQty Ply Paan.Evergreen homes-12280 • —�I _ _ J1.504230 —F03 Common Girder � 2 Job Referendatip anal) Pro BuOd Beaverton Tars Beaverton,OR 97005 7 640 s Sep 29 2015 MITek Industries,Inc Wed Oct 14 14 45 14 2015 Page 1 • ID.zxOs6gQgAOSprqB9HRn9fZz54ED-rYOLEH2rQml6gdUnUOrn7BHljwbvsCvTpmk9PNyTSMZ fi20------ - --_ 13-6-0 6-9-0 6-9-0 4x6 Scale=1 31.1 2 I\ Soo J2 y A / 3 1 — j; 7 5 8 9 4 10 11 -- 6 LUS26 3x6�/ LUS26 LUS26 3x6 LUS26 3x6= 3x6— 1-US26 LUS26 LUS2G I-- _ 4-6-0 9-0-0 —__— .—_13-6-0 4-6-0 —r 4-6-0 1 4-6-0 —� Plate Offsets(X Y)-- [2.0-2-12,0-2-0],f4'0-5-0 0-0-11 150-3-0 0-0-91 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP (Roof Snow-25 0)CLL 25.0 Plate Grip DOL 1 15 TC 0.46 Vert(LI_) -005 4-5 1999 240 MT20 220/195 TCDL 7 0 Lumber DOL 1 15 BC 0.72 Vert(TL) -0.13 4-5 1999 180 Re Stresslncr NO WB 064 HOR(Tl_) 0.03 3 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 Matrix Weight 129 Ib FT=10% BCDL10.0- ---- ------ 1 --�---- --- ------- ---- ------ - ------ -------- LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Bir G TOP CHORD Structural wood Sheathing directly applied or 5-9-13 oc purlins BOT CHORD 2x6 DF No 2 BOT CHORD Rigid coling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Sid G • REACTIONS. (lb/size) 1=4098/0-5-8,3=3800/0-5-8 Max Horz 1=128(LC 22) Max Uplift 1-906(LC 8).3=-840(LC 9) FORCES. (Ib)-Max.Comp/Max Ten.-All forces 250(lb)or less except when shown TOP CHORD 1-2=-4935/1065.2-3=-4912/1060 BOT CHORD 1-6=-834/3961,6-7=-834/3961,5-7=-834/3961.5-8=-538/2609,8-9=-538/2609, 4-9=-538/2609.4-10=-799/3942.10-11=-799/3942,3-11=-799/3942 r. Q WEBS 2-4=-622/2840,2-5=-630/2881 NOTES- �1 1)2-ply truss to be connected together with 10d(0 131"x3")nails as follows ,-n Top chords connected as follows.2x4-1 row at 0-9-0 oc. 4"`l rT'6 Bottom chords connected as follows.2x6-2 rows staggered at 0-4-0 or, X, Webs connected as follows 2x4-1 row at 0-9-0 oc ,$ l} 2)All loads are considered equally applied to all plies.except if noted as front(F)or back(B)face in the LOAD CASE(S)section Ply to ply SfO:ti L VI connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind.ASCE 7-10,Vult=140mph(3-second gust)Vasd=11 tmph;TCDL=4 2psf,BCDL=6.Opsf,h=25ft Cal II,Exp B,enclosed.MWFRS (envelope)gable end zone;cantilever left and right exposed:Lumber DOL=1.60 plate grip DOL=1 60 P R(� 4)TCLL.ASCE 7-10,Pf=25.0 psf(flat roof snow).Category II,Exp B;Fully Exp,Ct=1 �) �s� 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads C� ' '4 0 6)*This truss has been designed for alive load of 20 Opsf on the bottom chord In all areas wnei e a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members CC 8978, 2 P E t 7)A plate rating reduction of 20%has been applied for the green lumber members 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Ot=1b)1=906, 3=840 9)"Fix heels only"Member end fixity model was used In the analysis and design of this truss 10)Use Simpson Strong-Tie LUS26(4-10d Girder,4-10d Truss)or equivalent spaced at 2-0-0 oc max starting at 0-6-12 frons the left end OREGON to 12-5-4 to connect truss(es)A04(1 ply 2x4 DF),A03(1 ply 2x4 DF)to back face of bottom chord �p� 0Q IZZ- 11)Fill all nail holes where hanger Is in contact with lumber Y . LOAD CASE(S) StandardL- �,�Q U L `' 1)Dead+Snow(balanced) Lumber Increase-1.15.Plate Increase=l 15 Uniform Loads(plf) Vert:1-2=-64,2-3=-64,1-3=-20 EXPIRES: 12,131/2016 October 14,2015 Continued on page 2 ..,,..;.,.....,.,»-e;u "�,x.�'.�rx"ra`t�+',�'f# '., ....;_; ds�, "'f='- .. • - - �r-x:,','z .:�'.:Asa.,:.. r.. .. `�''.� .. „WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11,1II-7473/.v,10/03/2015 BEFORE USE r ,a"Ign vaha'o:r,se only wrh LVTekJ connect."Urs design a boseo only up-porame:ers shown,and Is for on Indlvinunl building componen�no+ �� c -rus cvv'cm Be"".use,'he budding designer mus'venry The appMabihty or aeslgn paramet—and properly Inc.pola'o;his devgn in-�ne overall r �ulldinc desr.n Bracing Indlce'ed Is c pr.Jenl b—H111e of Inaivreual muss woh and;of chore manlbels ail: A^dl-lo:ral'elnnornrJ enc!pe maven:brncrnn WOW fA .(:,va`/S!eaL':re(:'af;'abil!y and to plaVent calla,^."e:Vl:h pO;;IbC Pa!sanCli InJul`J u:1C:PfOa.t:'CJO rllage tel r�,CnL`f::l 4ula(:n CG;E:G(11(!In<J TnC 1@ f ffS iaon Ssoroge,dehv.y,erection and bracing o!buses and'iuss systen-a,sea ANSI/TPII Quality Criteria,OSB-89 and BCSI Building Component 250 Klug Circle Solely Information Lee S-ree,Sure 312 ^lexon<n la,vA 22314 Corona,CA 92880 I Job Truss Truss Type Oty Ply Pacific Evergreen Homes-1228B • I I K1459744 J1504230 E03 Common Girder I j 2 Jo:Reference_{optional) Pro-Build Beaverton Truss Beaverton,OR 97005 7 640 s Sep 29 2015 MiTek Industries Inc Wed Oct 14 14 45 14 2015 Page 2 1D.zx 0s6gOgA0SpraB 9H Rn9tZz54 ED-rY OLE H 2rOm 16gd U nUOrn7B HI)wbvsCvTpmk9PNyTSMZ LOAD CASE(S) Standard Concentrated Loads(Ib) Vert 5=-972(e)6=-972(B)7=-972(B)a=-972(B)9=-97218)10=-972(e)11=-972(B) - ;Wu'". s�'"-"'xs:.-'"°.a�'•i `P :�:::::: �,. ..�r<v^,-,a '"'-:'.e�a�.....:�vs'�.:T.; ^" ," s",a.,�,','«s'a.�::.'"S"arx'�"' ? tee.'9"il>:..,.�:.c�'< �.�a�.::r.::u: WARNING-Verify design parameters and READ NOTES ON THIS AND INCL UDED MITE:!REFERANCE PAGE 11111-7473 rev 10.10312015 BEFORE USE. ®RP' Design valid;or use only:.rn�,%tiiel::R)connectors This design,s based only upon nn'ameters shown one is'or on id,.iouol build in._^,cnrponen',no- G7C_ C truss rystem 8e'ore use.'he buila;na b—gnr:r mus' env:he opplicot,try of Ces:gn r—ornelo,an;:p:onn:l:ur^oioora'e':.n design into-n a ierali< - IgBMIg� budding design Bream imitated is io oievenr bu-Bing of.n0viduoItruss wi)t. c:.n.a/pr cn ra mem!:en a:.. ,c:.•x:,c..cm,;rn a:y C•r^termcrl. is alwaYs iequned,ar slai ihty+nd ra pievenr collapse w'h)o,,ble pe:scnol ir.r,_,ry c�nu p,opci rY aar.1^.yc• ei.a r_eru,u_..d.ur,._.,,•euoi<:,:.t'he fab-oil—,ccrage.delivery,erec,icn and plGiz—)o':ruses GrC rus Vs-orr-s,see ANSi;?PIl Ouality Cnrerie D58-89 and SCSI Building Component 250 Klug Circle Safety Information -aAable tom Truss Pla'e Ins:ute.21S t•1 lee Spree;.Sui:c 312 fl,rexandu�� Vo,X231 Corona,CA 92880 Job Truss Truss Type iOty !Ply Pac&c Evergreen Homes-12286 i K1459745 J 1504230 F01 Common Structural Gable ! ii Reference(optional) Pro-f3udd Beaverr Tr,ss, Beaverton.OR 97005 7 640 s Sep 29 2015 MiTe4 Industries,Inc Wed Oct 14 14 45 15 2015 Page 1 ID zxOs6gvgAOSprq B9HRn9fZz54ED-Jly1Sd2TB3OzRn3_25MOfOp_HK4YbnddlOUrygyTSMY 11_6-0 1-6-0 5-0-0 5-0-0 1-6-0 Scale=1:26 8 4x4 = 3 1 2x4 I zxa I eoo Iz I 2 2 2x4 6 2.4 3.4 2x4 3.4 5_0_0 5-0-0 5-CI-0 --_. Plate Offsets(X Y)-- f2 0-2-0.0-1-81.14:0-2-0.0-1-81 LOADING(psf) I SPACING- TCLL 25 0 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP (Roof Snow=25 O) Plate Grip DOL 1 15 1 TC 0.22 ! Vert(LL) 003 4-6 >999 240 MT20 220/195 TCDL 70 Lumber DOL 1 15 BC 0.18 Vert(TL) -004 4-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 009 Hofz(TL) 0-01 4 n/a n/a BCDL _10-0 Code IBC2012/TP12007 - --_(Matrix) --___ -_ __- __---__ Weight 45 lb FT=10 LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing ! OTHERS 2x4 DF Std G be Installed during truss erection,in accordance with Stabilizer Installation g-uJde ___— JI REACTIONS. (Ib/size) 2=513/0-3-8.4=513/0-3-8 Max Horz 2=-124(LC 8) Max Uplift2=-137(LC 10),4=-137(LC 11) FORCES. (lb)-Max.Comp./Max.Ten -All forces 250(Ib)or less except when shown, TOP CHORD 2-11=-457/372,11-12=-389/374.3-12=-353/386,3-13=-353/386.13-14=-389/374. /' NI 4-14=-457/372 BOT CHORD 2-6=-158/289.4-6=-158/289 WEBS 3-6=-283/230 NOTES- o 976 1)1)Wind:ASCE 7-10.Vult=140mph(3-second gust)Vasd=111mph,TCDL=42psf:BCDL=6.Opsf:h=25ft,Cat 11,Exp S;enclosed,MWFRSIg/ ? (envelope)gable end zone and C-C Exterior(2)-1-6-0 10 1-6-0,Interior(1)1-6-0 to 2-0-0.Exterior(2)2-0-0 to 5-0-0,Interior(l)8-0-0 tofS 8-6-0 zone.porch left and right exposed,C-C for members and forces&MWFRS for reactions shown:Lumber DOL=1 60 plate grip S$�OAL DOL=1 60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face).see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1 3)TCLL ASCE 7-10,Pf=25 0 psf(flat roof snow):Category 11,Exp B;Fully Exp..Ct=1 C. PP Q 4)This Muss has been designed for greater of min roof live load of 16 0 psf or 2 00 times flat roof lead of 25.0 psf on overhangs non-concurrent with other live loads. „�''�' ,� ( f1? ` 5)Gable studs spaced at 2-0-0 oc 1v7 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads iC } t f 2 P E r-^ 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �"• fit between the bottom chord and any other members. 8)A plate rating reduction of 20%has been applied for the green lumber members 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)2=137, _ _ V d 137 104"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ORiE:. O!"i <�, J Y LOAD CASE(S) Standard L �-4"'•� EXPIRES: 1213112016 October 14,2015 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED h117EK REFERANCE PAGE 11411-7473 rev 10/03/2075 BEFORE USE. Design vatic: or use only.vrh V JT ,k wn,oc7 a This do--vg-,b esed only upon p,rcrr,e;e<sl,o.vn,and i<'o;on indiv,duN budding componen-no, ,nuns surer, Be'oie u:e -he t vldu-a ec,igne i—,ver,rho cpolicabdry o'❑Deign perame-err ,arr-pert/Inc--o_c:h¢resign in,:.no overrnl bi i k,q d.asign Brnrl11g inch-o7ca 1;7,P1,11117 burbling or lr�d,vid ual:n,rss,.,:,r;ar„1/cr._ricrd nrernc,=is only :-ddi'u ernF-,raiy n�:l r>r_-7ane;ir nra:a',<; iek"meq � is ahvays iequnad:or s:obdry and ro ore.an.collopsa wrn postale porsnnoi u`,ury and arar;em damage rot genet a!auido nee roGoiding�ha 'obucanon,s•oiage,delivery,era .-I bracing or:cusses and 7icus sr,renu,,oc ANSI/TP11 Quality Criteria,USB-8o and BCSI Building Component 1250 Klug Circle Safety Information avodable Som Truss Place 218 N.Lee Snec%Sur.312 Ale-ondria,VA 22314 Corona,CA 92880 (Job -Truss (Truss Type --- (Qty — Ply Paafc Evergreen Homes-12286 K1459746 111504230 F02 (Common 12 1 _ _ �_ —_—__ _ Job Reference(oUtronal) Pro-Build Beaverton Truss, Beaverton.OR 97005 7 640 5 Sep 29 2G15 Mr Tek Industries.Inc Wed Oct 14 14 45 15 2015 Page 1 ID'zx.Gs6gOgAOSp(q B9HRn9fzz54ED-JlylSd2TB3QzRn3_25MOfOp_HK4Ybndd1 OUiygyTSMY —L@04) _�__11Sz0 I 1-6-0 50-0 5-0-0 1-6-0 40 — Scale=1 26 5 3 800 12 m, 8 10 7 i a op41z — ---- — — -- -'- -- to 6 .//3,,4 2c-1 1' 3x4 O I — -- -- ------- ...—--'' —------— — _ 5-0-0 5-0-0 Plate Offsets(X.Y)-- (2.0-2-0 0-1-81 f4 0-2-0,0-1-8) LOADING(psf) I SPACING- 2-0-0 CSI. I', DEFL. in (loc) I/dell Up PLATES GRIP TCLL 250 ! Plate Grip DOL 1 15 TC 022 Vert(LL) 003 4-6 >999 240 MT20 220/195 (Roof Snow=25 0) Lumber DOL 1 15 BC 0 18 Vert(TL) -004 4-6 >999 180 TCDL 70 Rep Stress Incr YES WB 009 HorzkTL) 0.01 4 nfa n/a BCLL 0.0 ' BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight.40 Ib FT=10 ' LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structulal wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 DF No 1&Btr G BUT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 DF Std G MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer _Installation guide—--__.—__--------_—_-- ---_--_-, REACTIONS. (Ib/size) 2=513/0-3-8,4=513/0-3-8 Max Horz 2=-124(LC 8) Max Uplift2=-137(LC 10),4=-137(LC 11) - � FORCES. (Ib)-Max Comp/Max Ten -All forces 250(Ib)or less except when shown. r� i3� W AA Ri r TOP CHORD 2-7=-457/372,7-8=-389/374.3-8=-353/386,3-9=-353/386.9.10=-389/374. i Tia ` 4-10=-457/372 _ BOT CHORD 2-6=-158/289.4-6=-1581289 (jam t} WEBS 3-6=-283230 j NOTES- �\ fix. 1)Wind ASCE 7-10,Vult=140mph(3-second gust)Vasd=111mph,TCDL=4.2psf,BCDL=6 Opsf,h=25ft,Cat.II,Exp B,enclosed;MWFRS ,« ��'t'd.,)97fs ,'o Q";-ry (envelope)gable end zone and C-C Extenor(2)-1-6-0 to 1-6-0,Interior(1)1-6-0 to 2-0-0,Exterior(2)2-0-0 to 5-0-0,Interror(1)8-0-0 to 8-6-0 zone,zone,porch left and right exposed,C-C for members and forces&MWFRS for reactions shown,Lumber D0L=1 60 plate grip C+Nt�L- DOL=1 60 2)TCLL ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B,Fully Exp,Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2 00 times flat roof load of 25.0 psf On overhangs non-concurrent with other live loads 4 This truss has been designed for a 10.0 psf bottom chord live load nonconcuirent with an other live loads 5)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide willO fit between the bottom chord and any other members w J 6)A plate rating reduction of 20%has been applied for the green lumber members 8 i,7 8`->P a- � 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=1b)2=137, 4=137 i r „ 8)"Fix heels only' Member end fixity model was used in the analysis and design of this truss LOAD CASE(S) Standardr � EXPIRES: 12131,/2016 October 14,2015 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1I 7473 rev.10/03/2015 BEFORE USE. •2s�si)n valid for ure only wirh MiTekU connectors This 1—gn rs based only upon prnametars shown,and is:or an indVrdual building;ornponen•,na• M a:,u system Botore use,rhe bu ldrng designer must—ify rhe apolicobdrry a design parameTsrs and prooerb/mcorpora:e oris aesign mro rho overall r>uildrng dosrgn Braang indrearea is Ta pravenr buckling of rndrvidual nusrrseb and/or chord mcrnbea only Adamonal-emporury onJ perrnanam bracing Welk' is always req ulred for sTabrlry and To prevent cc!lapso w4h passible peoonal injury and property damage for gamin:guidance regardin,Tr,e rabricaron,siorage,delivery,erec:ron and bracing a'musses and:rus.;sysren:s,see ANSI/TPI(Quality Critenq GSE-89 and BCSI Building Component 250 Klug Circle Safety Information available horn truss Plore Insrirure,218 N Lee Sneer.Suite 312,"le-ndio,VA 22314. Corona.CA 92880 Job Truss (Truss Type iQty Ply Pacdic Evergreen Homes-12288 —� K1459747 J1504230 F03 (Common -- -- --- 1 �- ------ - ----------�----------- ------- ---=Joh Reference_Loptiona�)_ --- ---- � Pro-Build Beaverton Truss, Beaverton OR 97005 7 610 s Seo 29 2015 M,Tek Industries,Inc Wed Oct 14 14 45 16 2015 Page 1 I D.zxOs6gQgAOSorgB9HRn9fZz54ED-nxVI15fz36yNZg3xeAcpu FCcM9f!RxKEfmG4DGUGyTSMX f 4-F_-8--- 8-11-0 4-5-8 4-5-8 4x4 = Scale:l/2"=1' 2 8 00 12 i 6x6 X 6x6 3 5 6 4,8 - a 4_-5-8 _—_-----_-4,5-8 4-5-8 _ Plate Offsets X,Y)__ [t'0-3-0,0-1-12],[30-3-00-1-1 ___ _ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1 15 TC 024 Vert(LL) 002 4-5 -999 240 MT20 220/195 (Roof Snow=25 0) Lumber DOL 1 15 BC 0 11 Vert(TL) -002 4-5 >999 180 j TCDL 7.0 Rep Stress Incr YES WB 011 HOrz(Tl_) -000 If nia n/a BCLL 0.0 ' Code IBC2012/TP12007 (Matnx) Weight44 Ib FT=10 10.0--J— -- - -- - LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No 1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing II MiTek recommends that Stabilizers and required cross bracing I • be installed during truss erection,in accordance with Stabilizer Installation guide. J REACTIONS. (Ib/size) 6=362/0-5-8.4=362/0-5-8 Max Horz 6=82(LC 7) Max Uplift6=-72(LC 10),4=-72(LC 11) FORCES. (Ib)-Max.Comp./Max Ten -All forces 250(ib)or less except when shown. TOP CHORD 1-2=-353/339,2-3=-353/339,1-6=-329/290,3-4=-329/290 NOTES- 1)Wind:ASCE 7-10;Vuit-140mph(3-second gust)Vasd=111rnph;TCDL=4 2psf,BCDL=6 Opsf,h=25ft Cat 11,Exp B.enclosed:MWFRS (envelope)gable end zone and C-C Extedor(2)zone:porch left and right exposed:C-C for members and forces&MWFRS for reactions shown,Lumber D0L=1 60 plate grip D0L=1.60 2)TCLL:ASCE 7-10,Pf=25.0 psf(flat roof snow):Category Il;Exp 6,Fully Exp.,Ct=1 3)This truss has been designed for a 10 0 psf bottom chord live load noncon.current with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5)A plate rating reduction or 20%has been applied for the green lumber members 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at;oint(s)6.4 i "r I 7)"Fix heels only"Member end fixity model was used in the analysis and design of this truss � ( �� € G LOAD CASE(S) Standard 1 _ f ORE N z) 4" y �*� 4 1576PA U EXPIRES: 12 31/2016 October 14,2015 WARNING-Venly des19n parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2010 BEFORE USE. ' li Design valid ler use only wish lvliieI�El connect-s This ddsign is based only upon;aron eters shoe.n.and is roc on indi—uel brnloina con,aone"-no- • a:runs sysram Beare ,,a,rhe building designer mus,vaofy-he applicac,r,y of design oarame-ers and property ine oro-ale;his design into ha11 11V bucking design 5rkung indiae7ed a;o proven;'gur.Llmg c urdivicuo,nuns web anc;x c!yard memgers gnbl A:tar:anal emoeie^.-ane pernana. .,ic,.ng 1Y6 A l iTek • is always required,or s-abilry and-o cievery^glloose"rh aansibir,oe�songi,rnury dna Dropev damage ror general guidance�egareing-he 1 K labnccaisd.s-orage delivery,ere—on and bracing o:'cusses and 7115s sys'enn.cee ANSI/TPI(Quality Criteria,DSB-84 and BCS(Building Component 250 Klug Circle I Safety Information available❑om Truss Place lns ru- 218N;oe Snae!.Sure 3l?:!e r,dno,V s,2?314 j Corona,CA 92880 Job Truss Truss Type ;Qty Ply Pacific Evergreen Homes-1228B K1459748 .11504230 GO'. ;GABLE II 7 �.__________ _ _ _ ______ _—___ __ _ L__ _-- __;Job Reference(optional) Pro-Build Bert-non Truss. Beavenon.OR 97005 7 540 s Sep 29 2015 MiTek Industries,Inc Wed Oct 14 14 45 17 2015 Page 1 • iD.zx0sc gQgAOSprq B9HRn9fZz54 ED-F74TtJ4klhhgh5DMAWPUlpvKX7ld3iavVkzpOiyTSMW 1-6-0 4-0-0 Scale=1 13.6 3 4 2x4 5 00 __ 7 2 2x4= 2x4 u 5 4=0 0 — - -A LOADING(psf)- ----' --- i --� --- ---- (— SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] L/d PLATES GRIP TCLL 25O (Roof Snow=25 0) Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.01 2-6 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 027 Vert(TL) -0.03 2-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 000 Horz(TL) 000 n/a n/a BCDL —10.0Code IBC2012/TP12007 (Matrix) I Weight:16 Ib FT=10% _ = -- --- I— -- --- --- —--- ---L------------------------ —� LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. fvliTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer In stall ation-gwde__ REACTIONS. (Ib/size) 6=143/1VIechanical,2=284/05-8 Max Horz 2=98(LC 12) Max Uplift6=-51(LC 12).2=-94(LC 8) yAlJt. Max Grav 6=164(LC 19).2=305(LC 18) � L�. FORCES. (lb)-Max Comp/Max Ten -All forces 250(Ib)or less except when shown. NOTES- 1)Wind ASCE 7-10.Vult=140rnph(3-second gust)Vasd=11lmph,TCDL=4.2psf;BCDL=6.Opsf,h=25ft,Cat II,Exp B,enclosed;MWFRS (envelope)gable end zone and C-C Extedor(2)zone,cantilever left and right exposed,C-C for members and forces&MWFRS for ; tt reactions shown;Lumber DOL=1.60 plate grip DOL=1 60 2)Truss designed for wind loads In the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry 5(9 6 Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL ASCE 7-10.Pf=25.0 psf(Flat roof snow).Category 11,Exp B,Fully Exp.;Ct=1 4)Unbalanced snow loads have been considered for this design 5)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25 0 psf on overhangs non-concurrent with other live loads. 6)Gable studs spaced at 2-0-0 oc. ? P R OFFS, 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads INC,,,8)'This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will \� ��G 1 /LTi fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members 89782 P E 10)Refer to girder(s)for truss to truss connections 1 1)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6.2. s 12)"Fix heels only"Member end fixity model was used In the analysis and design of this truss /,7 . LOAD CASE(S) Standard OREGON p U L Vs EXPIRES: 12/31/2016 October 14,2015 &WARNING-Ven/y design parameters and READ 1,107ES ON THIS AND INCLUDED M1TEK REFERANCE PACE Mll"7471 rev.70/07/2015 BEFORE USE�� 1 Dian valid'or use only wrh roaeI Ir)=,rcc tors This de>igr ls'eased onl/upon Lic-Litter:shown,and is"or an t,div,dv l building conlponr�n', • a:11,11 sys:eltl B11011 use,"tie budding designr"i anus:ver^,:he applicabi6ly.-,t aeslga I:o,ameters and puparly in ,pc:c'e'nts design into•na overall 1Q�8�d butldutg design 5racing inai�ated rs rc at even;buckl;na of indrvidurl truss web rand/er chore:mcmbert on!v !•dt:rlcral-a:r,po:;.ry en ;.crmanen:b:ecing ( �`v tzi �!. _ aI`a,S i dca d tat sitkAh v o:1a to oievr_nt collap,e witn possible pals—o rl),ty an<I UIO'Jr'1'1'd,t,,,cge Fat ar.rnrai Q darlae eyaidlna rhe -4 $l ;obn Mall, Tgo.delivery,erec:fan nnrt bracing a'trusses and:r1,ss sys;ems,sae ANSI/TPII Ouolify Cnleric,DSE-89 ord BCSI Building Component 250,Klug Circle SafetyInformation o"Aaaie`torn"'Lis"Prete Insnture,218 N.Lee S:ect.Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss TypP Qty I Ply Pacific Evergreen Homes-1228B • I K1459749 i,11504230 002 Jack-Glosed 1 L - __ Reference(op tonal) Pro-B!Illd Beaverton Truss, Beaverton,OR 97005 7 640 s Sep 29 20'15 MITek Industries Inc Wed Oct 14 14 45 17 2015 Page 1 ID zxOs6gQgAOSprq B9HRn9fZz54ED-F74TtJ4klhhgh5DMAWPUlpvKX71d3iavVkzpOryTSMW 4-0-0 _ Scale=1 13 6 3 4 2�4 11 5 00 F1122 /- 7 N 6 2x4 2x4 15 4-0-0 _ 4-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) /deft L/d PLATES GRIP TOLL 25Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.01 2-6 1999 240 MT20 220/195 (Roo(Snow=25.0) p ( — Vert(TL) -003 2-6 >999 180 1 TCDL 7.0 Re Stress Incr YES WB 0.00 Horz(TL) 000 n/a n/a I BCLL 00 ` _BCDL 10.0 1 - Weight 161b FT=10 --Code eBC2012/TPI2007---- Matrix- --`------ - ----- -------- -----'-------------------- ------- LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. _ MITek recommends that Stabilizers and required cross bracing he Installed during truss erection,in accordance with Stabilizer - -installationguide REACTIONS. (Ib/size) 6=143/Mechanical,2=284/0-5-8 Max Horz 2=98(LC 12) Max Uphft6=-51(LC 12),2=-94(LC 8) Is- Max Grav 6=164(LC 19),2=305(LC 18) WA.SFj r; %lr'�Ga FORCES. (Ib)-Max.Comp./Max Ten -All forces 250(lb)or less except when shown O NOTES- 1)Wind.ASCE 7-10:Vult=140mph(3-second gust)Vasd=111mph,TCDL=4 2psf,BCDL=6 Opsf,h=25ft;Cal II;Exp B;enclosed,MWFRS (envelope)gable end zone and C-C Exterior(2)zone,cantilever left and right exposed,C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate grip D0L=1 60 �� 2)TCLL:ASCE 7-10,Pf=25.0 psf(Flat roof snow),Category If Exp 5 B;Fully Exp.,Ct=1 �. 3)Unbalanced snow loads have been considered for this design 4)This truss has been designed for greater of min roof live load of 19 0 psf or 2 00 times flat roof load of 25 0 psf on overhangs r$t NIALIeSC' non-concurrent with other live loads 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6)`This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other membersC � " 7)A plate rating reduction of 20%has been applied for the green lumber members j ( - ,,, 8)Refer to girder(s)for truss to truss connections „Ar ,;.�'" - 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib Uphill at loint(s)6,2 v 10)"Fix heels only"Member end fixity model Was used In the analysis and design of this truss C.i� ,897S2PE Sr"" LOAD CASE(S) Standard �7 v OREGON E-:XPI RE& 1 x;'31/216 October 14,2015 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE :)eslgn valid far use only vnth m,Tei:6 connectors This design its based only upon po and :t shown,and Is rot pn mtllvldudl budding component,no. Qss sysiem Bet—use,the oulldulq designer mus:very the applicability of design parameters and oropeuy Incorporate thrc design into the overall b, tlding cesrgn.Bracing Indicated Is to prevent buckling et rndrvrdual Muss eveb andlor chard members only Additional temporary and permanom bracing WOW Is c=ws reaulred for stability pnd to prevent collapse with Dosslble personal inlu,y and property damage.For general guidance iegcrding the !!/3 i K tabncarron,storcge,delivery,erection and bracing o'-russes and-rusa systern<-,see ANSI/TPIl Quality Criteria,DSB-89 and SCSI Building Component 250 King Cvcle Safety Information avctloble from Truss Plate ti nruire.218 N Lee S'ree-,Sw7e 312.Plerondna.V,',22314 Corona,CA 92880 Job Truss Truss Type Oty i Fly PaaGc Evergreen Homes-1228B J1504230 H01 Jack-Closed t I K1459750 optional)____ Pro-Build Beaverton Truss, Beaverton,OP.97005 i 640 s Sep 29 2015 V Tsk Ino.stnes,Inc Wed Oct 14 14 45 18 2015 Page 1 • IDzxOs6gQgA.OSprq B9HRngfZz54ED-1Kes4e5M U_pXIEoY1EwfH 1 RVAX6so9g3joiMY9yTSMV 1-60 2-6-0 Scale 3/4"=1' ZR4 4 3 I rI rn 800 112 2 ---------- ----- _ r, 6 2x4 = 5 2,4 — —— -2-6-0 — —-J 2-PO LOADING(psf) l TCLL 25 0 SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d PLATES GRIP Plate Grip DOL 1 15 TC 024 Vert(LL) -000 2 >999 240 MT20 220/195 �RoofSnow=25 0) TCDL70 Lumber DOL 1 1.5 BC 008 Vert(TL) -000 2-6 >9% 180 BCLL D 0 Rep Stress lour YES WB 000 Horz(TL) 0.00 n/a n/a BCDL______10 0 —J Code ISC2012/TP12007 (Matrix) Weight 12 Ib FT=10 LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-6-0 cc purlins, except BOT CHORD 2x4 DF Std G end verticals WEBS 2x4 DF Std G BOT Ci-ICRD Rigid ceiling directly applied or 10-0-0 cc bracing MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer - � Installation�uide ______ REACTIONS. (Ib/size) 6=61/Mechanical 2=241/0-5-3 Max Horz 2=112(LC 10) Max Uphft(3=41(LC 16),2=-75/LC 10) •,. se's. + , Max Grav 6=69(LC 18),2=316(LC 16) FORCES. (Ib)-Max Comp/Max Ten.-All forces 250(Ib)or less except when shown. �� NOTES- 1)Wind ASCE 7-10,Vult=140mph(3-second gust)Vasd=111mph,TCDL=4 2psf,BCDL=6 Opsf,h=25ft,Cat 11,Exp B,enclosed,MWFRS (envelope)gable end zone and C-C Exterior(2)zone,cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown,Lumber D01_=1 60 plate grip D01_=1 60 i 2)TCLL.ASCE 7-10,Pi=25 0 psf(Flat roof snow),Category II,Exp B,Fully Exp,Ct=1 -f 3)This truss has been designed for greater of min roof live load of 16 0 psf or 2 00 times flat roof load of 25 0 psf on over non-concurrent with other live loads ^• pT 4)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads ` ''- 5)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members _vEjQ , 6)A plate rating reduction of 20%has been applied for the green lumber members '. ' 7)Refer to girder(s)for truss to truss connections 8'Provide mechanical connection b others of truss to bearinglate capable of withstanding100 Ib u lift at joint(s)6,2 •t,.r 1 9 `0 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss LOAD CASE(S) Standard f- 9782pp c" „.,r^a r � � Y�-•rte s RECON -... r1� Ry Ab, P. A U I EXPIRES, 12/31/2016 October 14,2015 .� ...,,,-.- ;;.,,,.,. , �>rx�-.-:�^- --'-„�•.�*:-�.:�:z=x� ,�%i� ..'�n': '' ,:..-�....^.%". 'r'aia3'dF�::.,”�x'E`;[;,':;.;esaT:>�'�.a�„�F_,5.< .,rv.�>,��. . ,.i '#.:➢. � ..,...�'...,...iMT; ,.,rT? WARNING-Wcfy dastgn parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGEM11-7473 rev.10/03/2015 BEFORE USE Design vcicl rci use only with M TekA corinccrors This desinil is b^sed c:niy upon par;m^Teri sl�owr, nn�:i.-ci rn'.r. avid'. l tu�id�ng cornpon.-r,',nor a 7— system Be; to use 'he nodding designr_-r must verity r'ne cpplicobility of design paiarneret:,ana L npei',v,rcerpcia'e This design into me overall a � budding cesig 1 &aon.indico�eo i>to(✓ievera bue'[bng cr irarut,.a-rus h,,-b _ ...._;_„1:.e n-Gci„ry end pan-ran.c-,:treeingr` • ll nnWoi n,id memt.as ony ._ldi.'n _ l i.al.vcv:rc;uire:i cr s.e.,,li.�and-o pre.en.::oII:T;;se:nth possibly peiscnal lulu,y<.nn picpei-v domacc� ...-r> -.,..y:u:,::n::e;egrrring rhe � ' tobncarioit,snmaa dshveri,c:ec-ion and bioang an or crosses d ps uss systems e ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information nvoiloN,Trom Tiuss P,cvte Insn u7,,218 H L-,SlrocT:,urs.12,ole.—me,4 n 22314 Corona,CA 92880 JobTruss (Truss Type Qty 'Ply PaaOc Evergreen Homes-12211B 71504230 —�H02 — (Jack-Closed _--— --11 — 1 K145975t b Reference{optional) _ P,o-Mild Beaverton Tr_;s, Beaverton,OR 97005 7 640 s Sep 29 2015 M,Tek Industries,Inc Wed Oct 14 14.45 18 2015 Page 1 • ID.zxOs6gQgAOSprq B9HRn9fZz54EDy Kes4e5MU_pXIEoY1EwfH1 RYHX6so9g3jOiMY9yTSMV • 2- 2-b.!00 Scale=1 13.4 20 11 3 2 800 112 5 2.4 = 2.4 II 4 2-6-0 t---. 2-6-0 LOADING(psf)---- -) ---- - --- —�-- 1 TCL(_ 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.04 Vert(LL) -000 1 >999 240 MT20 220/195 Lumber DOL 1.15 BC 0.08 Vert(TL) -000 1-5 >999 180 BCDL 7O LL 0.0 Rep Stress Incr YES WB 0.00 ! Horz(TL) 0.00 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 —_� _(Matrix) _ — I —_ _ _ _ Weight 101b _FT=10% — LUMBER- BRACING- TOP CHORD 2x4 DF No 1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins, except BOT CHORD 2x4 DF Std G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling ditectly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer In_stallalion-guide REACTIONS. (Ib/size) 1=82/0-5-8,5=108/Mechanical Max Horz 1=76(LC 10) Max Uplift5=-62(LC 10) T,1tJL Max Grav 1=82(LC 1).5=115(LC 17) WAS117 k FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10.Vult=140mph 1.3-second gust)Vasd=111mph:TCDL=4 2psf,BCDL=6.Opsf:h=25ft:Cat ll:Exp B:enclosed,MWFRS (envelope)gable end zone and C-C Exterior(2)zone,cantilever left and right exposed,C-C for members and forces&MWFRS for x reactions shown,Lumber D0L=1 60 plate grip D0L=1 60 2)TCLL ASCE 7-10:Pf=25 0 psf(flat roof snow):Category II,Exp B,Fully Exp:Ct=1 crsT �° 3)This truss has been designed fora 10.0 psf bottom chard Ir7e load nonconcurrent with any other live loads Ct 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 'sS�plyrAG ,r fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at ioint(s)5. 1, .d R R 0,c,6S 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss, I NIFp� 0� LOAD CASE(S) Standard � 8982P s� ,� GREGON �-1 r�gRY 16 2 ¢Q �iUL EXPIRES: 12/31/21016 October 14,2015 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE N,II-7477 rev.10/03/2015 BEFORE USE. _' R Devon vohd'oI use aril;+. .nn,Tek6 connectors.This aesvgn Is based only noon palame" s sno•.vn,and is*,pt an Individual bundulg componen%no- ■• no- -:as,,Syr,-e—Baa —,':Ie bu,id,ng CeS,gnel p—;'+en;y:he eppikabdry o;devgn- nle;cas and proaClly In<.Orpera'e"Ili design IW.11,a e:'e:a:l US a wdnald design.Bracing,nn--ed 11;o pevan'backing aF Individual-rws v+eb dndlar cnoid members only Addnonc!*—M—n'arid pennanenr,bloc,nc MiTek' _ rs always re;used'or sablhr;and;o proven;collapse with c^ssble personal,niury end plopery dor-lane °or genote!owdence regarding'ne _ •ddncanon,vannge delivery,erecnon and bracing of'russes and truss T;ems.see ANSI/TPII Quality Criteria.DS8-E9 and BCSI Building Component 250 Klug Circle Safety Information—ndaole'rom Truss Plate Ins'ru-e.218 N Lee S;ree'.Sene 312,Alezcn;ma,VA 22314, I Corona,CA 92880 Symbols - -- Nunribet Safety Notes PLATE LOCATION AND ORIENTATION s " Center plate on joint unless x,y 6-4-8 1 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plaies to both sides of truss and full embed teeth. 1 2 3 1 Additional stability bracing for truss system,e.g. y TOP CHORDS diagonal or X-bracing,is always required See BCSI. 1 C-2 c2-3 12. Truss bracing must be designed by an engineer.For /16 r 4 wide truss spacing,individual lateral braces themselves p WEBS es4 may require bracing,or alternative Tor I Obracing should be considered z e O 3. Never exceed the design loading shown and never UU stack materials on inadequately braced trusses _ l 00 C 4 Provide copies of this truss design to the building C7-b LL-7 CS-6 For 4 x 2 orientation,locate j desianei,erection supervisor,property owner and plates 0-;/6, from outside BOTTOM CHORDS all otherrnlerested parties. edge Of irUSS. 8 7 6 5 S. 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 I 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 connec forlates. THE LEFT. p I 7 Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment vi actor-1 with ANSI/TPI Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8 Unless otherwise noted,n outule content of lumber shall not exceed 19`7 at Time of fabrication PRODUCT CODE APPROVALS 9 Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The flrSl dimension is the place i10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-131 1,ESR-1 352,ESR 1988 responsibility of truss fabricator neral practice is to to slots.Second dimension is ER-3907,ESR-2362, ESR-1397,ESR-3282 camber fordead load deflection the length parallel to slots. 11-Plate type,size,onentatron and location dimensions rndcated are minimurn plating requrrer+ents LATERAL BRACING LOCATION r 12 Lumber used sha I be of the species and size,and I in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified by text in I,he bracing section of the truss unless otherwise shown. 13 Top chords must be sheathed or purlins provided of oulpul. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 on lumber values n.Bottom chords require lateral bracing of to it spacing, section 6.3 These truss designsrely or less,if no ceding is installed,unless otherwise noted BEARING established by others. 15 Connections riot shown ore the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTekO All Rights Reserved approval of an engineer reoc lion section indicates joint number where bearings occur. 17 Install and load vertically unless indicated otherwise Min size shown is for crushing only. 18 Use of green or freoted lumber may pose unacceptable environmental,health or performance risks Consult with project engineer before use. Industry Standards: _ r ANSI/TPI1: National Design Specification for Metal 19 Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use Reviewing pictures alone i DSB-89: Design Standard for Bracing, s not sufficient � BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with �= NA"- Guide to Good Practice for Handling, ; ANSI/TPI I Quality Criteria. _� a Installing&Bracing of Metal Plate l Connected Wood Trusses. MiTek Engineering Reference Sheet MII-7473 rev. 10/03/2015