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Plans (2) Ms-Pion-CZ LH 7 1140i ski wm-Gt uri3O PAINTED END OF FLOOR TRUSS IS THE TOP LEFT END OF TRUSS INDICATED BY THE TRIANGLE A ,-41^4: 46q.-12 SHOWN ON LAYOUT AND THE TOP LEFT END OF TRUSS DRAWING ON STAMPED ENGINEERING PAGE 2 c s54 igtA -2 ass s ¢ a•8 S 54-00-00 '°°'7.f.€ 4-s 0'. 21-00-00 11-00-00 , 22-00 00 4 $ 1=s g a Use THA422 Truss to Truss ,%,•t„ •-.5,:l 41 z� Use IUS3.56/16 Hangers 12-00-00 20-00-00 22-00-00 !`8 Sg ""P.42,§0;- Garage Leftp A05 -r 2- P 1^' , O A08 �� " �M 4 o N A03 M FLOOR NOTES ' h� r rn 1 LI Z N © I o-_, �� F ( 1 __FT7 (5)___1,,.. li14(4)�t FT1 (5)_7 T78(8 _... �I . 7 3) ,I Q ', ALL BEAMS, RIM,OR ANYTHING ELSE Fr NEEDED TO COMPLETE FLOOR SYSTEM � � I I • TO BE SUPPLIED AND SIZED BY v i' 0 OTHERS. BUILDERS FIRSTSOURCE TO M 111 .11 SUPPLY OPEN WEB AND TRUSS TO N _ 1 _ , 1 1 1._ 1 11 Hi i� 11- - 4 TRUSS CONNECTION ONLY. L L I co y ALL CONCENTRATED LOADS BEING n 11 I o TRANSFERED DOWN FROM ABOVE TO N d m BE SQUASHED BLOCKED AS TO NOT1 TOP OF FLOOR TRUSSES. o n ' N IMPOSE ANY ADDITIONAL LOADS ON 3 v x 7 us 1 almr CAUTION: R 4 0 NEVER CUT,SAW, DRILL,OR MODIFY c "I Fro= T,H C_ 2 4, S FLOOR TRUSS WITHOUT THE �C� o APPROVAL OF BUILDERS FIRSTSOURCE 1 : I c TRUSS DEPT 1 11 L. 11 o 1-- ALL 2X6 STRONGBACKING MUST BE I1~ — I ,1 Al2 > INSTALLED ON EDGE AT 10'ON CENTER i II _ o" I - POST DOWN UNDER <63 19 AND FASTENED WITH 3-16d NAILS. N q GIRDER TRUSS M STRONGBACKS TO BE ATTACHED TO N I I IQo1 p O cI WALLS AT THEIR ENDS OR k o�I RESTRAINED BY OTHER MEANS. I 1= „ N N a ai IIS�FT (5) _ FT!1 5 FT2�3 I� N �. .>' A13 11 ..— __H `: o LL + _ n m a WARNING: BACKWARDS OR UPSIDE DOWN. a 4i 11---,.. L-'2 NOT INSTALL TRUSSES N i 9 _. c FOLLOW LAYOUT Aos a A07 w a s <,...-2:t< g 2 TC LL=40 Al)) O it J TC DL= 10 (, ° t CD 0_ 12-00-00 ,r4-00-00 12-00-00 10-06-00 11-00-00 4-08-00 s3 j f3 ..-,..,, •m t., m 0 0 BCLL=O q T T 7 i H a BCDL=5 �� m E Total Load=55 12-00-00 �_ 26-06-00 11-00-00 00 a-os oo _ y �, Truss depth = 16" c .- •EI 0° " I— LLI/d>=480 TL I/d >=360 DO NOT CUT, DRILL, NOTCH,OR MODIFY TRUSS MEMBERS WITHOUT PRIOR APPROVAL FROM BUILDERS FIRSTSOURCE TRUSS 9 0 0 �Im a < MiTek- MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: 2093342 The truss drawing(s)referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource(Beaverton,OR). Pages or sheets covered by this seal: K6708097 thru K6708128 My license renewal date for the state of Oregon is December 31,2019. 4PROFF 74lN4S\ 89200PE <" L OREGON 1t �lv� °4y 14, `1° P.tr MFRRIL\- EXP 1-20 9 September 26,2019 Baxter, David IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSIITPI 1. These designs are based upon parameters shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Job Truss Truss Type Qty Ply K6708097 2093342 A01 FLOOR 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:41:48 2019 Page 1 ID:SvWUdi1 VIzdO9OinVr4vGhyaPpx-SP8LSsuN5sUo1 ZcDkgfgU98gT1 Mq W2JY?cAf2FyZnb1 0-1-8 26-6-0 0-1-8 26-4-8 Scale=1:43.2 5x6 = 1 2 3 , 4 6 7 8 9>‹. 10 11 13 14 15 1 17 18 20 21 22 11 a,, „, 6, E I ® 6 l® 6 L ® 6 PI ® H ®i �® ® �� K.1 ® ® ® ® iE o o ®� .• - ..r..t---- .. :: . :L+ .- : --e•:: - e'•::- ::- -- 4Z4 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 5x6 = 0-1/9 26-6-0 0 8 264-8 Plate Offsets(X,Y)- [8:0-3-0,0-3-01R9:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.03 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.00 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES 1 WB 0.02 Horz(CT) 0.00 42 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-S Weight:99 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-22, except end verticals. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G OTHERS 2x4 DF Std G REACTIONS. All bearings 26-6-0. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)44 Max Gray All reactions 250 lb or less at joint(s)1,23,42,41,40,39,38,37,36,35,34,33,32,31,30, 29,28,27,26,25,24,44,43 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)44. 5)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ��R0 P R OFess 0NGtNEfiR so ,NJ. 29 ' 89200PE r 4,OREGON la, A,iid D Aly 14, 2° 0- 4/1R R I I.\- 4' EXPIRES: 12-31-2019 September 26,2019 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE US, WI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Rug Gree Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6708098 2093342 A02 FLOOR 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:41:49 2019 Page 1 ID:SvWUdi1 VIzdO90inVr4vGhyaPpx-xbikgCv?sAcffjBQIOA31 Mg_WRiIFVXiEGwCaiyZnbO 0-1-8 22-8-12 0-1-8 22-7-4 Scale=1:37.0 �5 5x6 = �i CA o �. a 10 17 n 18 19 14 1 0 @ @ @ @ @ I@ @ @ @ @ @ @I @I @' IR i�i'i�i�i�i'i�i'i�i'i�i'i'i�i�i�i'i�i�i'i*i'i'i'i'i'i'i'i'�Aiii'i'i'i'i�i�i'i'Oi'i'i'i'i'i'ii.iii'i'i'i'i'i'i�i'i'i�i�i'?;w.p��.�y��•3��i��vi��i.+yy��3�i��iO��i��i i�i3��p��i��i�O�i��iyy��y 338 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 5x6 = 0-1-8 22-8-12 0-1-8 22-7-4 -- Plate Offsets(X,Y)-- [8:0-3-0,0-3-01[26:0 3-0,0-3-01 _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.01 36 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-S Weight:85 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins(10-0-0 max.):1-19, except end verticals. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G OTHERS 2x4 DF Std G REACTIONS. All bearings 22-8-12. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)38 Max Gray All reactions 250 lb or less at joint(s)1,20,26,36,35,34,33,32,31,30,29,28,27,25,24, 23,22,21,38,37 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)38. 5)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4c,�\� �cN�'I NEF9 X029 ct- 89200PE r vriat'illiP.°I.' ,,OREGON t„ ,zo /O '9Y 10 CC 14 20 �4 ii'lEPRO- EXPIRES: R l l.�- EXPIRES: 12-31-2019 September 26,2019 M A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not IIIII a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1MiTek` is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIJTPII Quality Criteria,DSB-89 and BCE!Building Component 250 Bug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6708099 2093342 A03 FLOOR 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:41:50 2019 Page 1 ID:SvWUdi1 VIzd090inVr4vGhyaPpx-PnG6tYwddTkWHtmcs5hlZaDAnr2HyjrTwf168yZnb? 0-1-8 21-10-8 0-1-8 21-9-0 Scale=1:36.4 5x6 - 1 2 3 X 4 [ 6 X 7 `�� 9 X 10 C-1, 12 13 7A 15 16 T�7 18 19 m N w w 1 e N XPI x^i xN N N N - N N - slim N N Y Y YID id N - Y urIII 1 A A A A lir!' 1 N N_______ PI PI A = N N V N N N ..i N IPA N N N N N . 338 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x6 = 3x6 = 0-1-8 21-10-8 0-1-8 21-9-0 Plate Offsets(X,Y)— [8:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.04 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.00 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 36 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:83 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins(10-0-0 max.):1-19, except end verticals. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G OTHERS 2x4 DF Std G REACTIONS. All bearings 21-10-8. (lb)- Max Uplift All uplift 100 lb or less at joint(s)38 Max Gray All reactions 250 lb or less at joint(s)1,20,36,35,34,33,32,31,30,29,28,27,25,24,23, 22,21,37,38 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 2x4 MT20 unless otherwise indicated. 2)The Fabrication Tolerance at joint 26=20% 3)Gable requires continuous bottom chord bearing. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)38. 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �t D Q� D D OrrAA 89200PE { .4411. •Or-. .. ccr 9 ,,_ OREGON t. 4, SO Y14 if S‘ 12-31-2019 September 26,2019 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev.104032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/FP11 Quality Criteria,DSB-89 and SCSI Building Component 250 Bug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6708100 2093342 A04 FLOOR 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:41:51 2019 Page 1 ID:SvWUdi1 VIzd090inVr4vGhyaPpx-t_gU5uxFNnsNu1 LoQpDX6nmLZFOOjP??hZPJeayZnb_ 0-1-8 20-3-4 0-1-8 20-1-12 Scale=1:33.0 5x6 1 2 6x 7 8 _ - 10 11 12 �'-�., 14 - 15 -- 16 17 -- o 'moi D D �, , E. E ® ® ©I �@ 1-EM I � ..i•..�...�:.....�......1.�.A.A�..f..A....�J�y.� .....�. .....! t..�...A'�ttS.�O...tQ....�.�.....y�...�..........1 .At..�..�Q..At...t..A..f.O..t ...? .t 3534 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x6 = 0-1,8 20-3-4 0-143 20-1-12 Plate Offsets(X,Y)— [8:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.04 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.02 Horz(CT) 0.00 33 n/a n/a BCDL 5.0 Code IBC2015/TPI2014 Matrix-S Weight:76lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins(10-0-0 max.):1-17, except end verticals. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Std G OTHERS 2x4 DF Std G REACTIONS. All bearings 20-3-4. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)35 Max Gray All reactions 250 lb or less at joint(s)1,18,33,32,31,30,29,28,27,26,25,23,22,21,20, 19,35,34 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 2x4 MT20 unless otherwise indicated. 2)The Fabrication Tolerance at joint 24=20% 3)Gable requires continuous bottom chord bearing. 4)A plate rating reduction of 20%has been applied for the green lumber members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)35. 6)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 7)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. G D D Orc C� s� GINE6/ ��N � R c 2� 89200PE r '/OREGON tV /O -9Y 14 20'` P A. 4, EXPIRES: 12-31-2019 September 26,2019 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. - Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/rP/1 Quality Criteria,058-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6708101 2093342 A05 FLOOR 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:41:52 2019 Page 1 ID:SvWUdi1 VIzd090inVr4vGhyaPpx-LAOsIEyt85_EWBv?zWkme?IVVfjmSsJ8wD8sA0yZnaz 0-1-86-7-8 13-3-0 19-10-8 0-1-8 6-6-0 __. 6-7-8 - - -- - _.. 6-7-8 Scale=1:32.4 1 2 34 6 7 8� 9 10 - 3 12 13 > 15 16 17 1 0 - IAV fit. _j1� _ L.�... _ ® C IR @) 0 C fl 3433 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 0-1-8 9-11-4 19-10-8 0-1-8 9-9-12 9-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.02 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.00 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 18 n/a n/a BCDL 5.0 l Code IBC2015/TP12014 Matrix-S Weight:75 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins(10-0-0 max.):1-17, except end verticals. • 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 OTHERS 2x4 DF Std G REACTIONS. All bearings 19-10-8. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)34 Max Gray All reactions 250 Ib or less at joint(s)1,18,34,32,31,30,29,28,27,26,25,24,23,22,21, 20,19,33 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Pb)or less except when shown. NOTES- 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)34. 5)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. -<<- 4Ep PROF co Vic.;, �NGtNE--9 /02-9 4 89200PE f p 4,OREGON tx ACUS id qY 1 2-°'\ P-4- Ali EXPIRES: 12-31-2019 September 26,2019 M A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/032015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not11111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MITe k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Bug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6708102 2093342 A06 FLOOR 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:41:52 2019 Page 1 ID:SvWUdi1 VIzdO90inVr4vGhyaPpx-LAOsIEyt85_EWBv?zWkme?IVVfjmSsJ8WD85A0yZnaz 0-1.8 15-10-8 0-1-8 15-9-0 Scale=1:25.9 1 2 3 x 4 [7,fi< 6 �I 7 -_.L$�I, 9 10 CYT 12 13 14 - — 1 0— - o L° ] o i'i'i'iiiii••��•'i'i'i'iii••�i��0'i0'ti`iiiiiii'i'ii'ii`iiiiii'i`i'ii'iiiitiiiii'i'i'i'iiiiiii'i'i`i'iiiiiiiG•i'i'i'i'i'iiiiiiii'i'i'i'ii'iiiiii'i'i'iiiiiiiii'ii'iii`i'i��O��ii'ii�iii••' 28 27 26 25 24 23 22 21 20 19 18 17 16 15 0-1-8 15-10-8 0.118 15-9-0 LOADING (psf) 1 1 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.02 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.00 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.02 Horz(CT) 0.00 15 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-S Weight 60 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins(10-0-0 max.):1-14, except end verticals. 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 OTHERS 2x4 DF Std G REACTIONS. All bearings 15-10-8. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)28 Max Gray All reactions 250 lb or less at joint(s)1,15,28,26,25,24,23,22,21,20,19,18,17,16,27 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)28. 5)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4\ `%c° P R QpFss �cc�~� �cNGiNE�9 i,9 kc 89200PE T.- ....410",011/"(25./....e-------- C3 � j 7 A.OREGON ,�(v� 2O A1). 14, V P'}- MFRRtt.. EXPIRES: 12-31-2019 September 26,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6708103 2093342 A07 FLOOR 11 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR 97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:41:53 2019 Page 1 ID:SvWUdi1 VIzd090inVr4vGhyaPpx-pMyEWZyWv0758KUBXDF?BCrgF23?BJYH9tuQiTyZnay 0-1-8 12-0-0 0-1-8 11-10-8 - Scale=1:19.5 1 2 3 \/I 4 6 X 7 _._9 < 10 11 - L- o , o i 0 0 — —-- 7.11. J 22 21 20 19 18 17 16 15 14 13 12 0-1-8 12-0-0 0-1-8 11-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.02 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.00 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 12 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-S Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins(10-0-0 max.):1-11, except end verticals. 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 OTHERS 2x4 DF Std G REACTIONS. All bearings 12-0-0. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)22 Max Gray All reactions 250 lb or less at joint(s)1,12,22,20,19,18,17,16,15,14,13,21 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)22. 5)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4PRoFFss 89200PE 17<" ...iIlliVr,g5.---e-------- 7 Fr 'ti OREGON�tx X41 <O -9Y 14 2° Q14` SFR R1L\- EXPIRES: 12-31-2019 September 26,2019 t _ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/032015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/I'P11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 .. _...... .. ......_.._-_-..__...._... Job Truss Truss Type Qty Ply K6708104 2093342 A08 FLOOR 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:41:53 2019 Page 1 ID:SvWUdi1 VIzd090inVr4vGhyaPpx-pMyEWZyWv0758KUBXDF?BCrgF23?BJZH9tuQiTyZnay 0-.1-811-10-8 0-1-8._.... 11-9-0 Scale=1:19.3 1 2 3 6 X7 _-__- 9_.._._. >< 10 11 r— n I U J ALJ — — ;L____!i ti `ll I _ o f o oI' 0 0 o o 0 0 ��i'POOOOOOOOOOO�O�OO�OO�OOOOiO�0000000000000000000JO0i�i�O�00�00�000000000i'p090000000��00�000000�0'0000�4�00OOOOi�O�i�SOO�000ppppp��ppppp�p�pppppppp� 22 21 20 19 18 17 16 15 14 13 12 •1 11-10-8 021 -. -__ _.. 11-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.02 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.00 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 12 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-S Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins(10-0-0 max.):1-11, except end verticals. 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 OTHERS 2x4 DF Std G REACTIONS. All bearings 11-10-8. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)22 Max Gray All reactions 250 lb or less at joint(s)1,12,22,20,19,18,17,16,15,14,13,21 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)22. 5)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. PR Qp 5,, �NG1NFF >p �, cc9 2�g $9200PE T- • j ,,OREGON \� ��inQ /O -4Y 14 204 MFR R 11-\- EXPIRES: 12-31-2019 September 26,2019 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. - Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6708105 2093342 A09 FLOOR 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:41:54 2019 Page 1 ID:SvWUdi1 VIzd090inVr4vGhyaPpx-HZWdjvz8giFylU3N5xmEkQOr?SPEwmoRNXdzEvyZnax 0-1-811-9-0 0-1-8 11-7-8 Scale=1:19.1 1 2 3 XI 4 __. › 6 9 ><1 10 11 uS I I .♦Y'♦'♦"♦Y"��"♦""�e�"♦"�'♦�YY"♦"��Y"' ♦♦��'♦�Y'♦Y'♦��"Y♦��Y"e"�"�♦Y'Y�♦Y'��♦�♦��"�"�Y"�'Y♦"♦��♦�♦"♦�"��♦�Y"♦�Y"��♦Y"��♦�♦"♦�♦��'��♦��♦�♦�♦�♦�♦�♦��♦�♦�♦�♦�♦�♦�♦�♦�♦�♦��♦�♦�♦� 22 21 20 19 18 17 16 15 14 13 12 0-1-8 11-9-0 _ _--- I 0-1-8 11-2-8 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.02 Vert(LL) -0.00 1 n/r 180 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.00 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Ina YES WB 0.02 Horz(CT) -0.00 12 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-S Weight:45 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins(10-0-0 max.):1-11, except end verticals. 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 OTHERS 2x4 DF Std G REACTIONS. All bearings 11-9-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)12,20,19,18,17,16,15,14,13,21 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. hc.OP ROF£s�� GsINIE ,� c?\� 0F9 2cy�'89200PE c j A.OREGON , Flo /O �1 4, 11 P+ MFRRILI- 6 EXPIRES: 12-31-2019 September 26,2019 1 S A WARNparameters WARNING-Verify design and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/032015 BEFORE USE II _— Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I 111111 I building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6708106 2093342 A10 FLOOR 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:41:55 2019 Page 1 ID:SvWUdi1 VIzdO9OinVr4vGhyaPpx-114?wF_mRONpNeeZfeHTGdwOcslRfC?acBNWmLyZnaw 0-1: 11-0-0 0-1-8 10-10-8 Scale=1:17.9 12 3 4 '-----. __ _ 5 6 7 \ 71 7 ' u _� o w jet_ a Li o 20 19 18 17 16 15 14 13 12 11 0-1-8 11-0-0 ____I 0-1-8 10-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.03 Vert(LL) n/a - n/a 999 , MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.00 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 11 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-S Weight:41 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins(10-0-0 max.):1-10, except end verticals. 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 OTHERS 2x4 DF Std G REACTIONS. All bearings 11-0-0. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)20 Max Gray All reactions 250 lb or less at joint(s)1,11,20,18,17,16,15,14,13,12,19 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)20. 5)Graphical purtin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �ti4Eo P R Opec,S ,c\3 0 GINE R / 9 89200PE r 174. 't,OREGON kr C3 Cr /6 q y 14 2.0 Ix '4. ' R1L\- t R EXPIRES: 12-31-2019 September 26,2019 N A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03,2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not il a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' ek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITI PI7 Quality Criteria,DSB-89 and BCSI Building Component 250 Mug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty IPly K6708107 2093342 All FLOOR 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 S Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:41:55 2019 Page 1 ID:SvWUdil Vlzd090inVr4vGhyaPpx-114?wF_mRONpNeeZfeHTGdwOlslTfC3acBNWmLyZnaw 0-1-8 10-6-0 0-1-8 10-4-8 Scale=1:17.1 1 2 3 I>< 7 8 9 10 n �\ 1 I __ _i iii0i0iOiiii0iOiiii Job Truss Truss Type Qty Ply K6708108 2093342 Al2 FLOOR 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:41:56 2019 Page 1 ID:SvWUdi1 VIzdO9OinVr4vGhyaPpx-DxdN8b?OCJVg?oDmCMoiprTBQG5hOfGkrr64JoyZnav 4-3-0 4-4-8 4-3-0 0-1-8 1 23 4 5 I Scale=1:10.2 1 I I I V r I it I ♦♦ ♦ ♦ ♦ •♦ ♦ ♦♦♦ ♦♦♦♦♦♦♦ ♦ ♦ ♦ ♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦ ♦ ♦ ♦• ♦ ♦♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦iii♦iiiiiiiiiiiiii•♦i♦• i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦Oi♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i ♦♦i♦i♦i♦i♦i♦i♦i♦i♦♦♦♦♦i♦i♦A11. ♦♦i♦i♦i♦i♦♦♦i♦i♦i♦♦♦i♦i♦i♦i♦♦♦ 10 9 8 7 6 4-3-0 4-4-8 4-3-0 0-1-8 LOADING (psf) SPACING- 2-0-0 I CSI. 1 DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.03 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.00 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-P Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins:1-5, except end verticals. 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 OTHERS 2x4 DF Std G REACTIONS. All bearings 4-4-8. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)5,6 Max Gray All reactions 250 lb or less at joint(s)10,5,6,9,8,7 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,6. 5)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,s",,Ep PR°Fess w�\� � G1NEF9 /02 89200PE �f . •fir.. • ,�,OREGON t,, Ott,, �O -Ty 14, 20Np..k.. ' RRiI- - 4' EXPIRES: 12-31-2019 September 26,2019 1 M A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MtI-7473 rev.10032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6708109 2093342 A13 FLOOR 2 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:41:56 2019 Page 1 ID:SvWUdi1 VIzd090inVr4vGhyaPpx-DxdN8b?OCJVg?oDmCMoiprTBVG5hOfHkrr64JoyZnav 3-10-8 4-0-0 3-10-8 0-1-8 1 2 3 4 5 Scale=1:10.2 I i I 0 • • U ►iO�p�pp�pOppppO00� •pOp�p�O�i�p000pOp�� •ppO00pOpOOp�pO00�pOp�0000�pp�ppOOpO00� •p�ppOpOppO00• ••O• 10 9 8 7 6 3-10-8 4-0-0 3-10-8 0-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.02 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.00 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-P Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins:1-5, except end verticals. 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 OTHERS 2x4 DF Std G REACTIONS. All bearings 4-0-0. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)6 Max Gray All reactions 250 lb or less at joint(s)10,5,6,9,8,7 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6. 5)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4PR6FF 7)4GINE4\9 89200PE.1114r j CC OREGON X40 /0 _."/k 14 2 , ° Q'E RRII-I- E1 EXPIRES: 12-31-2019 September 26,2019 1101 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/032015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1711 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6708110 2093342 A14 FLOOR 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:41:57 2019 Page 1 ID:SvWUdi1 V1zdO9OinVr4vGhyaPpx-i8BILx?OzddXcyoym3JxL20MEgRw76Xt4VsdrEyZnau 3-9-0 3-10-8 3-9-0 0-1-8 1 2 3 4 5 �_ Scale=1:10.2 I _ I 1 I I v 4 i0 �ii�i�i0i�0iO�i�i�ii�OiO�iiy�0ii�i00O00�ii0� ��i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�ii Job Truss Truss Type Qty Ply K6708111 2093342 A15 FLOOR 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:41:57 2019 Page 1 ID:SvWUdi1 VIzd090inVr4vGhyaPpx-i8BILx?OzddXcyoym3JxL20MKgRw76Zt4VsdrEyZnau 2-4-8 2-6-0 2x4 - - 2-4-8 0-1-8 1 2x4 �.2- 2x4� 3 4 Scale=1:10.3 I v 1 I 4 ■ 8 7 6 5 2x4 II 2x4 II 2x4 I 2-4-8 2-6-0 2-4-8 0-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.02 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.00 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code IBC2015/TPI2014 Matrix-P Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD 2-0-0 oc purlins:1-4, except end verticals. 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 OTHERS 2x4 DF Std G REACTIONS. All bearings 2-6-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)8,4,5,7,6 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. '<cnvo PROre° `c' 89200PE yr -2_ 4 OREGON 11. oto /O 4}' 14, 2°\ -V-A. R I1-\- EXPIRES: 12-31-2019 September 26,2019 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.1ND32015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 • Job Truss Truss Type Qty Ply K6708112 2093342 'FT01 Floor Girder 1 J 1 i1Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:41:58 2019 Page 1 ID:SvWUdi1 VIzd090inVr4vGhyaPpx-AKI7ZHOekwINE6N8KnrAuGYRH3hysPa019bBNgyZnat 2-6-0 1-6-8 2-6-8 Scale=1:33.8 3x4 Special 2x4 I I 4x6 = 3x6 FP - 2x4 i I 4x8 2x4 i 4x12 = 3x4 = 3x6 1 2 3 4 5 6 7 8 9 10 o m ,9 in iii, lit, jam ' 0 yr 1, 16 15 14 1 12 3x4 =- 3x4 = 3x6 = 4x12 = 4x6 = 3x6 = 3x8 = 3x6 FP= 14-6-4 20-4-0 I 14-6-4 __. 5-9-12 Plate Offsets(X,Y)- j2:0-1-8,Ed_g_e,19:0-1-8,Edge1,111:0-2-0,Edge],[12:0-1-8,Edge]116:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0.06 15-16 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(CT) -0.14 15-16 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(CT) 0.02 13 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:103 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 13=1510/0-3-8,17=674/0-4-0,11=485/0-3-7 Max Gray 13=1510(LC 1),17=680(LC 3),11=673(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 10-11=-566/0,2-3=1081/0,3-5=-1482/0,5-6=-1482/0,6-7=0/280,7-8=0/280, 8-9=-213/474 BOT CHORD 16-17=0/1081,15-16=0/1511,14-15=0/875,13-14=-1286/0,12-13=-1083/0, 11-12=-474/213 WEBS 2-17=-1220/0,2-16=0/273,3-16=-488/0,5-15=-256/0,6-15=0/700,6-14=-1262/0, 8-14=0/1324,9-12=-425/0,8-12=0/989,8-13=-1498/0,9-11=-234/521 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. n 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)489 lb down at 20-3-4 on top ,\-),...0 P R 04- s chord. The design/selection of such connection device(s)is the responsibility of others. ` S 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �NG `j ��0,N EF,4 QO2 LOAD CASE(S) Standard 1' 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 09200PE Uniform Loads(plf) Vert:11-17=-10,1-10=-100 glIP/�/ Concentrated Loads(Ib) ` - ,. Qr+ r Vert:10=-446(B) 0 OREGON A. /0 Aly 14 2.41` 4 >� MERRtt_\- EXPIRES: 12-31-2019 September 26,2019 i 11.111111•1A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10,M32015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing I MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6708113 2093342 FT02 Floor 2 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR 97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:41:59 2019 Page 1 I D:SvW Ud i 1 VI zdO9Oi n Vr4vGhyaPpx-e WJ Wmd 1 G VEtEsFyLuUM PRT5eYT2ebsDAXpLkw6yZnas 2-6-0 1-5-8 2-6-15 I Scale=1:33.4 3x4 2x4 II 4x6 = 3x6 FP -- 2x4 II 4x8 = 2x4 II 4x12 = 3x4 = 2x4 1 2 3 4 5 6 7 8 9 10 11 vilt." - r - • - 1 18 17 16 15 4 13 12 3x4 = 3x4 = 3x6 = 4x12 = 3x6 FP= 3x6 = 3x4 = 3x4 14-6-4 20-0-7 14-6-4 5-6-3 Plate Offsets X,Y - ( } [2:0-1-8,Ed�e]j9.0-1 8 Edge],j12:0-1-8,Edge],[13;0-1-8,Ed�e],j18:0-1-8,Edge] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) -0.06 17-18 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.31 Vert(CT) -0.14 17-18 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.02 14 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:97 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 19=680/0-4-0,14=1515/0-3-8,12=0/Mechanical Max Uplift 12=-219(LC 3) Max Gray 19=683(LC 3),14=1515(LC 1),12=203(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1088/0,3-5=-1502/0,5-6=-1502/0,8-9=-163/487 BOT CHORD 18-19=0/1088,17-18=0/1525,16-17=0/901,14-16=-1163/0,13-14=-1163/0, 12-13=-487/163 WEBS 8-14=-1489/0,2-19=-1228/0,2-18=0/276,3-18=-496/0,5-17=-256/0,6-17=0/687, 6-16=1251/0,8-16=0/1274,9-12=-184/550,9-13=438/0,8-13=0/1018 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 219 lb uplift at joint 12. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �CIaD PROp1., 6)CAUTION,Do not erect truss backwards. `vT` CCl ,c;: ti�Gt NEF9 Wo29 89200PE r GA_OREGON 01 �� ©�Y 1412��Q RR10- EXPIRES: 12-31-2019 September 26,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103,2015 BEFORE USE - Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall �� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M ITe k. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PI1 Quality Criteria,DSB-89 and BCS/Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6708114 2093342 FT03 Floor Girder 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:42:00 2019 Page 1 I D:SvWUdi1 VIzdO9OinVr4vGhyaPpx-6jtu_z2vGY?5TPXXRCtezhen2tNRKJvJmT4HSZyZnar _ 2-6-01-51____ 1)8 r5-0 0-11-0 Scale=1:40.2 3x4 2x4 2x4 II 3x8 = 3x6 FP - 2x4 ',I 4x8 2x4 5x8 = 4x8 = 2x4 4x8 = 2x4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 . li ' / ,u\ 9 \ I� 2 24 23 22 21 20 19 18 17 16 15 3x4 = 3x4 = 3x8 = 5x8 = 5x12 = 3x6 FP= 3x8 = 2x4 II 4x8 = 14-6-4I ___ 18-1-8 _ 20-2-4 24-0-8 14-6-4 0-7-4 5-0-12 3-10-4 Plate Offsets(X,11- [2:0-1-8,Edge],[15:Edge,0-1-8],[19:0-0-12,0-0-0],[20:0-0-12,0-0-0],[20:0-5-12,Edge],[23:0-1 B,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.06 22 >999 480 I MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(CT) -0.14 22-23 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(CT) 0.02 15 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:119 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 24=645/0-4-0,20=1890/0-3-8,15=607/Mechanical Max Gray 24=678(LC 3),20=1890(LC 1),15=710(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1077/0,3-5=-1471/0,5-6=-1471/0,6-7=0/549,7-8=0/549,8-9=0/1171, 9-10=0/1171,10-11=-1372/18,11-12=-1372/18 BOT CHORD 23-24=0/1077,22-23=0/1504,21-22=-87/860,20-21=-1582/0,19-20=1496/0, 17-19=-489/739,16-17=0/1113,15-16=0/1113 WEBS 8-20=1856/0,2-24=-1216/0,2-23=0/271,3-23=-484/0,5-22=-256/0,6-22=0/763, 6-21=-1320/0,8-21=0/1346,12-15=-1257/0,11-17=-637/0,12-17=-58/428,10-17=0/968, 10-19=-1561/0,8-19=0/989 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. ��f P R Q�� Strongbacks to be attached to walls at their outer ends or restrained by other means. C. 5)CAUTION,Do not erect truss backwards. �_`G I N EFR s�O 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)506 lb down at 20-2-4 on top �Cj \v �f chord. The design/selection of such connection device(s)is the responsibility of others. ��? 2 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). $9200PE 'K� LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) . /� . Vert:15-24=10,1-14=-100 -Ili CC Concentrated Loads(Ib) 9L 9OY OREGON 1kr Vert:11=-506(F) /Q ' 14 0 AT sZl MRRIL\- EXPIRES: 12-31-2019 September 26,2019 I 1111•1111M A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/!P/1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6708115 2093342 FT04 Floor 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:42:01 2019 Page 1 I D:SvW Udi 1 VI zdO9Oi nVr4vGhyaPpx-avRG BJ3X1 r7y5Z5j?vOt WuA?g Hj83niT?7gr_?yZnaq 2-6-0 1-6-8 1-6-8 Scale=1:27.3 2x4 II 4x6 = 3x6 = 2x4 H 3x8 - 2x4 '1 4x8 -- 2x4 1 2 3 4 5 6 7 8 0 Nh.- . 9 I ® L p - ® 1 13 12 11 Mt g 3x6 = 3x4 = 3x6 = 4x8 = 2x4 II 3x4 = 14-7-4 14-§-0 16-4-0 I 14-7-4 04-42 1-8-0 Plate Offsets(X,Y)-- j2:0-1-8,Edge],[8:0-1-8,Edge],[13.0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 Vert(LL) -0.08 12 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(CT) -0.18 12-13 >988 360 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.04 10 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:80 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 10=994/0-3-8,14=789/0-4-0 Max Gray 10=994(LC 1),14=797(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1304/0,3-4=-2139/0,4-5=-2139/0,5-6=-871/0,6-7=-871/0 BOT CHORD 13-14=0/1304,12-13=0/1951,11-12=0/1750 WEBS 7-10=-977/0,2-14=-1472/0,2-13=0/389,3-13=-735/0,4-12=-256/0,5-12=0/457, 5-11=-1016/0,7-11=0/1150 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. ;<°4EO PR QFess ,7:-7 0NGI N EF9 /' kr 89200PE T" 4111"‹.. iis.-•••••'. "---.-----. 1` '9 OREGON, X410 1 <O -9k 14, `LC Q4 'SFR R I VA- EXPIRES: 12-31-2019 September 26,2019 1 A WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIIrPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Rug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6708116 2093342 FT05 Floor Girder 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:42:01 2019 Page 1 ID:SvWUdil VIzd090inVr4vGhyaPpx-avRGBJ3X1 r7y5Z5j?vOtWuAt4Hme3gpT?7gr_?yZnaq 2-7-1 i 2-5-15 3x4 3x4 Scale=1:11.6 1 2 2x4 8 3 9 4 l 9 w I. it C .1 � - ■�igrOEM it.. 3x4 = 3x4 = 7 6 5 2x4 H 0-0-7 5-5-15 0-6-7 5-5-8 Plate Offsets(X,Y)-- [3:0-1-8,Edge],[4:0-1-8,Edge],[5 0 1-8,Edge],j6.0-1 8,Edge1,[7 0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.01 6 >999 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.15 Vert(CT) -0.02 6-7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-P Weight:28 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 5-5-15 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=500/Mechanical,7=506/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 4-5=-488/0,3-4=-671/0 BOT CHORD 6-7=0/671 WEBS 3-7=-753/0,3-6=-323/0,4-6=0/758 NOTES- 1)A plate rating reduction of 20%has been applied for the green lumber members. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)205 lb down at 1-9-8,and 205 lb down at 3-9-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 5)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard [� 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 (�v�} PROFe6, Uniform Loads(plf) ` C Vert:5-7=-10,1-4=-100 �C04\ �NGtN4- /O Concentrated Loads(Ib) IT Vert:8=-205(F)9=205(F) �� IL, 89200PE r' lin It ,�OREGON�� X14/ 1.-/O-7,1}, O -9y 14, 2.0 4 44F6,R10,RP- EXPIRES: 12-31-2019 September 26,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.1WD32015 BEFORE USE. f Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITTPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply K6708117 2093342 FT06 Floor 5 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:42:02 2019 Page 1 ID:SvWUdi1 VIzd090inVr4vGhyaPpx-25?eOe39o9FpjjgwZcv626j39hxroBEcDnZOWRyZnap 2-6-0 2-1-4 2-0-0 Scale=1:38.4 4x12 2x4 5x8 - 3x6 FP= 2x4 3x4 = 3x8 = 3x6 '.I 5x12 -= 5x12 2x4 1 2 3 4 5 6 7 8 9 10 11 12 IT o 9 21 20 19 18 17 16 15 14 13 0 4x8 = 4x6 = 5x16 = 3x6 II 6x6 3x6 FP_= 4x6 = 5x10 = 4x12 SP= 3x6 13-7-4 _.. 12-4-7 12-7-4 14-7-4 22-7-4 H 12-4-7 0-2-13 1-0-0 8-0-0 1-0-0 Plate Offsets(X,Y)— 12:0-1-8,Edge],[7:0-1-8,Edg j,j8 0 3 0,0-0 0�,[9:0-6-0,Edge],[13:Edge,0-1-8],[14:0-1-8,Edge1[17:0-1 8,Ed9 J,L0:0-1-8,Edge],[21:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.38 18-19 >703 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(CT) -0.67 18-19 >403 360 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.11 13 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:125 lb FT=20%F,11°/0E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 21=1229/0-4-0,13=1248/0-2-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2127/0,3-5=-4807/0,5-6=-4796/0,6-7=-5040/0,7-8=-5049/0,8-9=-5040/0,9-10=-2113/0 BOT CHORD 20-21=0/2127,19-20=0/3662,18-19=0/5190,17-18=0/5040,14-17=0/3718,13-14=0/2111 WEBS 8-17=-570/0,2-21=-2402/0,2-20=0/821,3-20=-1740/0,3-19=0/1282,6-19=-500/0,6-18=-460/387,10-13=-2383/0, 10-14=0/822,9-14=-1806/0,9-17=0/1619 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)The Fabrication Tolerance at joint 15=11% 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ��90 PROPFss w�3 � G'NEFI9 /22 kc 89200PE 9r • -574. 4 OREGON\,,, �40 <O -Ty 14, 2.0 P-i- MFR R 11-\-R) EXPIRES: 12-31-2019 September 26,2019 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1-PI1 Quality Criteria,DSB-89 and BCS/Building Component 250 Rug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92860 Job Truss Truss Type Qty Ply K6708118 2093342 FT07 Floor 13 1 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:42:03 2019 Page 1 ID:SvWUdilVlzdO9OinVr4vGhyaPpx-WHYOc 4nZTNgKtF67KQLbJGGp412XinmSRJy3uyZnao 2-6-0 1-11-12 2-0-0 Scale=1:33.9 4x8 =- 2x4 2x4 I I 4x8 = 3x6 FP= 2x4 I'�.I 3x4 = 2x4 I I 4x8 = 4x8 = 2x4 1 2 3 4 5 6 7 8 9 10 11 12 ® e i . Y _T o aaa111•1111Y!, I. 20 19 18 17 3x4 = 16 15 14 1,� 4x12 = 4x6 = 5x12 = 3x6 II 5x6 3x6 FP 4x6 = 4x12 = 3x8 SP 10-1-4 11-1-4 12-1-4 20-1-4 10-1-4 1-0-0 1-0-0 8-0-0 Plate Offsets 1X,Y)- [3 0-1-8,Edge],[7:0-1-8,Edge],[8:0-1-8,0-0-0],[10:0-1-8,Edge],[13:Edge,0-1-8],[140-1-8,Edge],[17:0-3-O,Edge],[20:0-1-8,Edge],[21 Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.28 18-19 >851 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT) -0.47 18-19 >500 360 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.08 13 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:102 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G(flat) REACTIONS. (lb/size) 21=1104/0-4-0,13=1104/0-2-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=1851/0,4-6=-3954/0,6-7=-3941/0,7-8=-3930/0,8-9=-3930/0,9-10=-1825/0 BOT CHORD 20-21=0/1851,19-20=0/3104,18-19=0/3930,17-18=0/3930,14-17=0/3070,13-14=0/1825 WEBS 7-18=319/123,8-17=-295/0,3-21=-2090/0,3-20=0/677,4-20=-1420/0,4-19=0/951,6-19=-281/0,10-13=-2060/0, 10-14=0/658,9-14=-1412/0,9-17=0/1076,7-19=-504/385 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)The Fabrication Tolerance at joint 15=11% 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. •ti��p P R OFen ��\� NG'N EE9 /O�9 kc 89200PE c- O 4'" ' Q TIG 4 OREGON�tx �, ?0 . 14, .0 `, " SER R11-\-- 4' EXPIRES: 12-31-2019 September 26,2019 1 II III" 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10W3?015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" ek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/rP/l Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6708119 2093342 FT09 Floor 2 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:42:04 2019 Page 1 ID:SvWUdi1 VIzdO9OinVr4vGhyaPpx-_U6PpK5PKmVXy1 gIg1xa8XoPhUcxG2Tvh52VbKyZnan 2-5-0 2-6-0 2-2-4 2-0-0 Scale=1:38.4 5x12 2x4 II 4x8 -- 3x6 FP 2x4 3x8 = 2x4 2x4 'r: 4x8 = 4x8 2x4 1 2 3 4 5 6 7 8 9 10 11 12 p A 0 0 oa 21 20 19 18 17 16 15 14 13 4x8 = 5x8 -= 12x12 II 5x6 II 5x6 3x6 FP= 4x6 = 4x12 = 3x4 3x6 SP= 2-7-4 12-7-4 13-7-4+147-4 I 22-7-4 2-7-4 10-0-0 - 1-0-0 1-0-0 8-0-0 Plate Offsets(X,Y)- [2:0-1-8,Edge],[7:0-1-8,Edge],[8:0-1-8,0-0-0],[10:0-1-8,Edge],[13:Edge,0-1-8],[14:0-1-8,Edge],[17:0-3-0,Edge],[18:0-3-0,Edge],[20:0-1-8,Edge], [21:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 ( CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.30 18-19 >790 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(CT) -0.44 18-19 >542 360 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(CT) 0.07 13 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:115 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 20=2290/0-5-8,13=988/0-2-12 Max Gray 20=2290(LC 1),13=1076(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-904/0,2-3=0/1674,3-5=-2866/451,5-6=-2855/454,6-7=-3746/0,7-8=-3746/0, 8-9=-3746/0,9-10=1776/0 BOT CHORD 20-21=-1674/0,19-20=-1062/1420,18-19=-28/3582,17-18=0/3746,14-17=0/2948, 13-14=0/1776 WEBS 8-17=-309/0,2-20=-1197/0,2-21=0/1903,3-20=-2205/0,3-19=0/1791,5-19=-256/0, 6-19=-1039/0,10-13=2004/0,10-14=0/631,9-14=1330/0,9-17=62/1019, 6-18=-132/872 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)The Fabrication Tolerance at joint 15=11% 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. ��Q P R Q,- 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. C. $ NGI NE�GA i Strongbacks to be attached to walls at their outer ends or restrained by other means. Oj `r T 6)CAUTION,Do not erect truss backwards. 2 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)800 lb down at 0-0-12 on top s "� chord. The design/selection of such connection device(s)is the responsibility of others. 89200PE t✓ 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). / LOAD CASE(S) Standard 4' 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 rt" Uniform Loads(plf) OREGON L(i Vert:13-21=10,1-12=-100 -7i o � Concentrated Loads(Ib) /Q M�), 1 4 2.0 � (5V''*Vert:1=-800(F) " ' R`L— EXPIRES: 12-31-2019 September 26,2019 1 N A WARIWNG-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/032015 BEFORE USE f Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Bug Circle Safety Information available from Truss Plate Institute,216 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6708120 2093342 ;FT11 Floor 15 1 � j Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:42:04 2019 Page 1 ID:SvWUdi1 VIzdO9OinVr4vGhyaPpx-_U6PpK5PKmVXy1 glgl xa8XoOXUbwG5bvh52VbKyZnan 2-5-0 2-6-0 2-2-42-0-0 Scale=1:38.4 4x12 -=- 2x4 2x4 3x4 = 3x6 FP= 2x4 11 3x6 = 2x4 11 2x4 11 4x8 = 4x8 — 2x4 1 2 3 4 5 6 7 8 9 10 11 12 W 21 20 19 18 17 16 15 14 13 3x4 = 4x8 = 5x12 = 4x6 II 5x6 3x6 FP 4x6 = 4x12 = 3x4 3x6 SP-: 2-7-4 12-7-4 13-7-4 14-7-4 22-7-4 2-7-4 10-0-0 1-0-0 (1-0-0 8-0-0 Plate Offsets(X,Y)-- [2 0-1-8,Edge] j7:0-1-8,Edgej,[8:0-1-8,0-0-0],[10:0-1-8,Edge],[13:Edge,0-1-8],[14:0-1-8,Edge],[17:0.3-0,Edge],[18:0-3-0,Edge],[20:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.30 18-19 >790 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.94 Vert(CT) -0.49 18-19 >481 360 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(CT) 0.07 13 n/a n/a ' BCDL 5.0 Code IBC2015/TPI2014 Matrix-RH Weight:115 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:20-21. REACTIONS. (lb/size) 20=1556/0-5-8,13=1071/0-2-12 Max Gray 20=1556(LC 1),13=1098(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-257/0,2-3=0/483,3-5=-3120/0,5-6=-3108/0,6-7=-3893/0,7-8=-3893/0, 8-9=-3893/0,9-10=1817/0 BOT CHORD 20-21=-483/0,19-20=0/1711,18-19=0/3785,17-18=0/3893,14-17=0/3035,13-14=0/1817 WEBS 8-17=-321/0,2-20=-548/0,2-21=0/549,3-20=-2067/0,3-19=0/1636,6-19=-829/0, 10-13=-2051/0,10-14=0/651,9-14=-1383/0,9-17=0/1085,6-18=-198/631 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)The Fabrication Tolerance at joint 15=11% 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �E� P R OFf 6)CAUTION,Do not erect truss backwards. C 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)150 lb down at 0-0-12 on top ,.c, �\O i N�� s/o chord. The design/selection of such connection device(s)is the responsibility of others. SCJ 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �C? T• .9 LOAD CASE(S) Standard Q 89200PE V 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 / Uniform Loads(plf) �, Vert:13-21=-10,1-12=-100 :215,- ---- Concentrated Loads(Ib) O CC- Vert: Vert:1=150(F) -y' 47 NI' �1Ci <O 4Y 14, 2° Q'+ SFR R l I.o- EXPIRES: 12-31-2019 September 26,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.1293/2015 BEFORE USF ma Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6708121 2093342 FT12 Floor 5 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:42:05 2019 Page 1 ID:SvWUdi1 VIzdO9OinVr4vGhyaPpx-Tggn196144dOaAPUEITpgkLcmuyp?c72vIo27myZnam 2-6-0 2-1-12 ............. 2-0-0 Scale=1:34.2 4x8 = 2x4 4x8 = 3x6 FP= 2x4 H 3x4 2x4 11 4x8 = 3x4 --- 1 2 3 4 5 6 7 8 94x8 10 .,- c -- ® T„'" Q I _ ® _-- 'Ac -I- — -o Elid IV' ® + _-_ 9 _ O 1] 18 17 16 15 14 13 12 4x8 = 4x6 = 5x12 = 3x6 H 5x6 II 3x6 FP 4x6 = 4x12 = 3x4 - 3x8 SP 3x4 -- 10-1-12 11-1-12 112-1-12 _ _ 20-1-12 I 10-1-12 1-0-0 1-0-0 8-0-0 Plate Offsets(X,Y) 12 0-1-8,Edge],[6:0-1-8,Edge],[7:0-1-8,0-0-0],[9:0-1-8,Edge],[10:0-1-8,Edge],[11:Edge,0-1-8],[12:0-1-8,Edge],[15:0-3-0,Edge],[18:0-1-8,Edge], [19.Edge,0-1-8] LOADING (psf) 1SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.29 16-17 >813 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(CT) -0.50 16-17 >478 360 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.09 11 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:104 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 19=1098/0-4-0,11=1098/0-2-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1877/0,3-5=-4034/0,5-6=-4021/0,6-7=-4017/0,7-8=-4017/0,8-9=-1888/0 BOT CHORD 18-19=0/1877,17-18=0/3153,16-17=0/4017,15-16=0/4017,12-15=0/3140,11-12=0/1888 WEBS 6-16=-316/119,7-15=-299/0,2-19=-2119/0,2-18=0/689,3-18=-1447/0,3-17=0/986, 5-17=-291/0,6-17=-524/388,9-11=-2121/0,9-12=0/662,8-12=-1420/0,8-15=0/1096 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)The Fabrication Tolerance at pint 13=11% 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �,¢EO PROp.. mac. � GINE-cR ,,29 4c z9200P r _a- oe-- 0 CC ,ti OREGON�� X41 <O �Y14, 2flP+ MRRILY- 0 EXPIRES: 12-31-2019 September 26,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/032015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not '. � a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1'PM Quality Criteria,DSB-99 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss 1Truss Type Qty Ply K6708122 2093342 FT13 (Floor 1 1 - Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:42:06 2019 Page 1 ID:SvWUdi1 VIzdO90inVr4vGhyaPpx-xsE9E06frOIFBK_hoS_2DytIx119kyIC8PXcfDyZnal 1-11-0 2-6-0 2-2-12 2-0-0 Scale=1:37.6 2x4 5x8 = 5x12 = 3x6 FP= 2x4 H i 3x8 = 2x4 2x4 H 4x8 = 4x8 = 2x4 1 2 3 4 5 6 7 8 9 10 11 12 w KWH T: ! u 0 21 20 19 18 17 16 15 14 13 5x8 - 5x8 = 12x12 II 5x6 '1 5x6 3x6 FP= 4x6 = 4x12 = 3x4 - 3x6 SP 2-1-4 12-1-12 13-1-12 14-1-12 22-1-12 2-1-4_..._ 10-0-8 -.. _--- 1-0-0 1-0-0 8-0-0 Plate Offsets(X,Y)-- [2:0-1-8,Edge],[7:0-1-8,Edge],[8:0-1-8,0-0-0],[10:0-1-8,Edge],[13:Edge,0-1-8],[14:0-1-8,Edge],[17:0-3-0,Edge],[18:0-3-0,Edge],[20:0-1-8,Edge], [21:Edge,0-1-8] _- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.31 18-19 >780 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.89 Vert(CT) -0.45 18-19 >529 360 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(CT) 0.07 13 n/a n/a BCDL 5.0 Code IBC2015/TP12014 ' Matrix-RH Weight:113 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 20=2431/0-5-8,13=996/0-2-12 Max Gray 20=2431(LC 1),13=1080(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-21=-1082/0,2-3=0/1601,3-5=-2893/384,5-6=-2882/387,6-7=-3771/0,7-8=-3771/0, 8-9=3771/0,9-10=1783/0 BOT CHORD 20-21=-1601/0,19-20=-982/1445,18-19=0/3609,17-18=0/3771,14-17=0/2963, 13-14=0/1783 WEBS 8-17=311/0,2-20=-1335/0,2-21=0/1930,3-20=-2215/0,3-19=0/1780,5-19=-252/0, 6-19=-1029/0,10-13=-2013/0,10-14=0/634,9-14=-1339/0,9-17=42/1030, 6-18=-139/862 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)The Fabrication Tolerance at joint 15=11% 3)A plate rating reduction of 20%has been applied for the green lumber members. p 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. .c O P R OFF 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. ``(,C`„\G�N EFS s/ O2 Strongbacks to be attached to walls at their outer ends or restrained by other means. Cj �`-• T 6)CAUTION,Do not erect truss backwards. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1000 lb down at 0-0-12 on top �� 89Go V P E -V chord. The design/selection of such connection device(s)is the responsibility of others. O 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 4.� 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) OREGONIx ,,,ZVert:13-21=-10,1-12=-100 L- '4' ®'� A. Concentrated Lads(lb)Vert:1=-o 0 0 0(F) Q M Y 4 2 ,,,?) - FR R 1 t.l-- EXPIRES: 12-31-2019 September 26,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 250 Rug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6708123 2093342 FT14 Floor 4 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:42:07 2019 Page 1 ID:SvWUdi1 VIzd090inVr4vGhyaPpx-P3oXSM7Icht6pUZtMAVH19QuSidKTSULN3H9CfyZnak 1-11-0 2-6-0 _ 2-2-12 2-0-0 Scale=1:37.6 2x4 3x4 = 4x12 -- 3x6 FP ---- 2x4 1 I 3x6 = 2x4 '•', 2x4 I4x8 = 4x8 = 2x4 11 1 2 3 4 5 6 7 8 9 10 11 12 9 IV' 0 .0000000010.- ® w \ b o 9 o ►4 0 21 20 19 18 17 16 15 14 13 3x4 = 4x8 = 5x12 = 4x6 II 5x6 II 3x6 FP= 4x6 = 4x12 = 3x4 =3x6 SP= 2-1-4 12-1-12 13-1-12 114-1-12 22-1-12 2-1-4 10-0-8 1-0-0 1-0-0 8-0-0 Plate Offsets(X,Y)-- [2 0-1 B,Edgq[7:0-1 8 Edge],[8:0-1-8,0-0-0],[10:0-1-8,Edge],[13:Edge,0-1-8],[14:0-1-8,EAge],[17:0-3-0,Edge],[18:0-3-O,Edge],[20:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 I TC 0.74 Vert(LL) -0.31 18-19 >780 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.96 Vert(CT) -0.51 18-19 >468 360 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(CT) 0.08 13 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:113 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:20-21. REACTIONS. (lb/size) 20=1493/0-5-8,13=1084/0-2-12 Max Gray 20=1493(LC 1),13=1103(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=0/350,3-5=-3160/0,5-6=3148/0,6-7=-3925/0,7-8=-3925/0,8-9=-3925/0, 9-10=1826/0 BOT CHORD 20-21=-350/0,19-20=0/1751,18-19=0/3823,17-18=0/3925,14-17=0/3054,13-14=0/1826 WEBS 8-17=-325/0,2-20=-487/0,2-21=0/422,3-20=-2070/0,3-19=0/1618,6-19=-809/0, 10-13=-2061/0,10-14=0/655,9-14=-1394/0,9-17=0/1099,6-18=-208/607 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)The Fabrication Tolerance at joint 15=11% 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. vie PR C 6)CAUTION,Do not erect truss backwards. OFC 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)150 lb down at 0-0-12 on top 4 , G'N�c��fiO chord. The design/selection of such connection device(s)is the responsibility of others. .� c,7 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,� 4- LOAD CASE(S) Standard 4C :9200P v" 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) ,111"� Vert:13-21=-10,1-12=-100 './ • i Concentrated Loads(Ib) Vert:1=-150(F) y A_OREGON 4,/ �� 7O �Y14, 20. �:1- MFR R 1 =\- 4' EXPIRES: 12-31-2019 September 26,2019 a A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not IIS M a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M Frei( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6708124 2093342 FT15 Floor 5 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:42:08 2019 Page 1 ID:SvWUdi1 VIzd090inVr4vGhyaPpx-tFMvfi8wN??zRe83vtOWINz2h5?WCxtVcjoik5yZnaj 2-6-0 1-7-12 2-0-0 Scale=1:37.6 4x12 2x4 5x8 3x6 FP- 2x4 1 i 3x4 -- 2x4 2x4 4x12 = 5x8 - 2x4 !I 1 2 3 4 5 6 7 8 9 10 11 12 'rte— i�� X = d 20 19 18 17 16 15 14 13 4x8 = 44 = 5x16 = 3x6 II 64 = 34 FP= 6x8 = 5x10 = 12-1-12 13-1-12 14-1-12 22-1-12 12-1-12 1-0-0 1-0-0 8-0-0 Plate Offsets(X,Y)– [2:0-1-8,Edge],[7:0-1-8,Edge],[8:0-1-8,0-0 0 110.0-1-8,Edge],113:Edge,0-1-8],[14:0-1-8,Edge],[16:0-1-8,Edge],[19:0-1-8,Edge],[20:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.40 17-18 >652 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(CT) -0.71 17-18 >373 360 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.10 13 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:118 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 5-1-12 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20=1204/0-4-0,13=1223/0-2-12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2078/0,3-5=-4665/0,5-6=-4653/0,6-7=4770/0,7-8=-4770/0,8-9=-4770/0,9-10=-2191/0 BOT CHORD 19-20=0/2078,18-19=0/3566,17-18=0/4941,16-17=0/4770,14-16=0/3675,13-14=0/2153 WEBS 8-16=-332/0,2-20=-2346/0,2-19=0/795,3-19=-1688/0,3-18=0/1230,5-18=-251/0,6-18=-485/0,6-17=-470/330, 10-13=2429/0,10-14=0/831,9-14=-1675/0,9-16=0/1348 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)13. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. <cc?\O <cNGINE /`'I' 89200PE 9�' ,dil/,,, 0 G 4,OREGON �� /Q -9y 14, 2Q 4 MSRR10- EXPIRES: 12-31-2019 September 26,2019 tk A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MB-7473 rev.10103,2015 BEFORE USE. Pili Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6708125 2093342 FT17 Floor 3 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:42:08 2019 Page 1 ID:SvWUdi1 VIzd090inVr4vGhyaPpx-tFM018wN??zRe83vtOWINz4151fC?sVcjoik5yZnaj 2-6-0 2-4-0 Scale=1:30.3 2x4 11 4x8 = 3x8 = 2x4 ','. 2x4 II 3x8 2x4 I 1 2 3 4 5 6 7 8 4x8 9 _-.. - --_- ----_ ® o _ III _till I MI IM 14 13 12 11 1 4x8 = 4x6 = 3x6 = 3x6 = 4x6 = 4x6 = 8-1-12 9-1-12 10-1-12 18-2-8 8-1-12 1-0-0 1-0-0 8-0-12 Plate Offsets(X,Y)-- [3:0-1-8,Edge],[5:0-1-8,Edge],[6:0-1-8,Edge],[8:0-1-8,Edge],[9:0-1-8,Edge],[10:Edge,0-1-8],[11:0-1-8,Edge],[12:0-1-8,Edge],[13:0-1-8,Edge], __114 0-1-8,Edge],[15:Edge,0-1-8] ___ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.29 13-14 >747 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(CT) -0.46 11-12 >472 360 BCLL 0.0 Rep Stress Ina YES WB 0.43 Horz(CT) 0.07 10 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:84 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=1007/0-4-0,10=988/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=-1668/0,4-5=-3203/0,5-6=-3203/0,6-7=-3203/0,7-8=-1669/0 BOT CHORD 14-15=0/1668,13-14=0/2666,12-13=0/3203,11-12=0/2667,10-11=0/1669 WEBS 3-15=-1883/0,3-14=0/581,4-14=-1133/0,4-13=0/845,5-13=-289/0,8-10=-1884/0, 8-11=0/581,7-11=-1132/0,7-12=0/845,6-12=-288/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. $ PROFFs Q�� N � s/ 7GtNE , -9 :92�9 02r . 70 / • tr 7 'f_OREGON�� too 7b '9y14, 2p P4 4114R11-L 0 EXPIRES: 12-31-2019 September 26,2019 M A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. / Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not111111 , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?P11 Quality Criteria,OSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty !Ply K6708126 2093342 FT18 Floor 8 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:42:09 2019 Page 1 ID:SvWUdil VIzdO9OinVr4vGhyaPpx-LRwls29Y8J8g2ojGTbXIraVG6VNLxSaegNmGGXyZnai 2-6-0 2-1-12 2-3-4 Scale=1:29.6 2x4 4x8 = 3x8 = 2x4 II 2x4 II 3x8 = 2x4 '.. 1 2 3 4 5 6 7 8 4x8 910 Ila Ica ► 15 14 13 12 11 4x8 = 4x6 = 3x4 = 354 = 4x6 = 4x8 = 8-1-12 9-1-12 10-1-12 17-11-0 __ - 8-1-12 1-0-0 1-0-0 7-9-4 Plate Offsets(X,Y)-- [3:0-1-8,Edge],[5:0-1 8,Edge],[6:0-1-8,Edge],[8:0-1-8,Edge],[11:Edge,0-1-8],[12:0-1-8,Edge],[13:0-1-8,Edge],[14:0-1-8,Edge],[15:0-1-8,Edge], [16:Edge,0-1-8]____ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.26 14-15 >806 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT) -0.43 14-15 >487 360 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.07 11 n/a n/a BCDL 5.0 Code IBC2015/TP12014 Matrix-RH Weight:83 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G(flat) REACTIONS. (lb/size) 16=984/0-4-0,11=984/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 3-4=1625/0,4-5=-3058/0,5-6=-3058/0,6-7=-3058/0,7-8=-1622/0 BOT CHORD 15-16=0/1625,14-15=0/2581,13-14=0/3058,12-13=0/2577,11-12=0/1622 WEBS 6-13=-286/0,3-16=1834/0,3-15=0/561,4-15=-1085/0,4-14=0/774,5-14=-264/0, 8-11=-1831/0,8-12=0/553,7-12=-1083/0,7-13=0/784 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)A plate rating reduction of 20%has been applied for the green lumber members. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. <c' PROp . �C?�5 �C�G�NEF9 X029 89200PE r .411111P . ;,.." ".: 7 A_OREGON. �1c,� ;Ogy14, 20 P+ ' RRIL\- EXPIRES: 12-31-2019 September 26,2019 N A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIT EK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not MI a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 250 Gag Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply K6708127 2093342 FT19 Floor Supported Gable 1 1 Job Reference(optional) ..... Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:42:10 2019 Page 1 ID:SvWUdi1 VIzd090inVr4vGhyaPpx-peUg40AAvcGhgyHS112_No2Z4vtsg?kn31 Vpo_yZnah Scale:3/8"=1' 3x6 FP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 H 10 I I 0 H I III' _ 1P.I I # lil II I _ r 1 ri1�1i NV 11111111 !i1 �Yi1 Yla-" r♦-rr♦- ♦ �♦♦'♦♦♦♦♦r-rw♦♦♦♦♦a♦'♦♦♦♦♦♦♦•r♦ '♦'♦w♦�'♦'♦♦'♦'♦y♦♦♦40�♦�444000000�0♦♦♦O♦♦♦4♦♦♦4�00�0000♦♦♦�4��000�J♦D♦♦D♦♦♦�40000000�D4♦♦4�04�J0�00♦♦♦♦♦01 AO�♦�♦�♦��O��O�♦�♦�♦�♦O�♦�♦�♦O�♦�♦O�D_♦�♦�♦�♦�♦�♦�♦�♦�♦OO�♦0��♦A��♦�♦�♦�♦�♦�O♦O�♦O��OO♦�♦��A�AAS A♦��A♦��A♦�♦A�AA♦��♦�A♦�♦��AAS�♦��A��A�AAAA♦��AAS��A�♦�A� 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 3x6 FP= I 10-1-4 11-1-4 12-1-4 20-0-8 10-1-4 1-0-0 l 1-0-0 7-11-4 Plate Offsets(X,Y)— [17:0-1-8,Edge],[18:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. • DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 I Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 18 n/a n/a BCDL 5.0 Code IBC2015ITP12014 Matrix-R I Weight:83 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G(flat) REACTIONS. All bearings 20-0-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)18,34,33,32,31,30,29,28,27,26,25,24,22,21,20, 19 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 2x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. , O PRQp, ,Co, ;G210N0E:E,,,. ioy 1" 0441", OREGON�� Q 4111f-,01- • � /, '9Y 14 20 4'j'- MFRRIVA- EXPIRES: 12-31-2019 September 26,2019 1 1 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10,'032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,DS8-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. • Corona,CA 92880 ' Job Truss Truss Type Qty Ply K6708128 2093342 FT20 Floor 3 1 Job Reference(optional) Builders FirstSource(Beaverton,OR), Beaverton,OR-97005, 8.240 s Jul 14 2019 MiTek Industries,Inc. Thu Sep 26 10:42:10 2019 Page 1 ID:SvWUdi1 VIzdO9OinVr4vGhyaPpx-peUg4OAAvcGhgyHS112_No2Snvh6gtTn31 VpoyZnah 2-6-0 2-1-4 2-0-0 2-5-4 Scale=1:34.0 4x8 2x4 11 4x8 = 3x6 FP 2x4 I I 3x4 -- 2x4 i 4x8 -- 2x4 I 1 2 3 4 5 6 7 8 94x8 = 10 11 r 71- -': ' q w 0 241:#: 19 18 17 16 15 14 13 12 4x6 = 4x6 = 5x12 = 3x6 I' 5x6 3x6 FP= 4x6 - 4x12 = 3x4 -- 3x8 SP= 10-1-4 11-1-4 12-1-4 20-0-8 _._ 10-1-4 ---.- 1-0-0 1-0-0 _ 7-11-4 Plate Offsets(X,Y)- [2:0-1-8,Edge],[6:0-1-8,Edgj [7:0-1-8,0-0 0],19:0-1-8,Edge],[12:Edge,01-8],[13 0 1-8,Edge],[16:0-3 0,Edge],1190-1-8,Edge],[20:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.29 17-18 >829 480 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(CT) -0.49 17-18 >487 360 BCLL 0.0 Rep Stress Ina YES WB 0.55 Horz(CT) 0.08 12 n/a n/a BCDL 5.0 Code IBC2015/TPI2014 Matrix-RH Weight:102 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 DF No.1&Btr G(flat) except end verticals. WEBS 2x4 DF Std G(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20=1088/0-4-0,12=1107/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=1859/0,3-5=-3979/0,5-6=-3966/0,6-7=-3944/0,7-8=-3944/0,8-9=-1831/0 BOT CHORD 19-20=0/1859,18-19=0/3117,17-18=0/3944,16-17=0/3944,13-16=0/3082,12-13=0/1831 WEBS 6-17=-320/112,7-16=-296/0,2-20=-2099/0,2-19=0/679,3-19=-1427/0,3-18=0/964,5-18=-289/0,6-18=-502/396, 9-12=-2066/0,9-13=0/659,8-13=-1420/0,8-16=0/1081 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)The Fabrication Tolerance at joint 14=11% 3)A plate rating reduction of 20%has been applied for the green lumber members. 4)Refer to girder(s)for truss to truss connections. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. D PROFt, 44.,(c-i' - '8‘49G21 N E�9 /o2p Q 00PE r p 4 OREGON�� 1V� / -9), i4, 2Q sZo`,4 4,11RR1L\- EXPIRES: 12-31-2019 September 26,2019 N A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. . Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i 11111 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing 1 MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/1711 Quality Criteria,DSB-89 and BCSI Building Component 250 Bug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 13/4" Center plate on joint unless x,y I 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury MEDimensions are in ft-in-sixteenths. I?44 Apply plates to both sides of truss 1 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS 3 diagonal or X-bracing,is always required. See BCSI. 2. Truss bracing must be designed by an engineer.For 0-1/16" 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I MIIIIEM- CC ba racing should be considered. O ix 2 O 3. Never exceed the design loading shown and never OMANI, U U stack materials on inadequately braced trusses. a_ 4. Provide copies of this truss design to the building For 4 x 2 Orientation, locate O c�- e cs-� cs-s designer,erection supervisor,property owner and plates 0- 1/16"from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connectorlates. THE LEFT. p 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. j 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%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 first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. , 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION , 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that IP Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. II Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. A11111110 reaction section indicates joint MilimuME number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. . I.-M418.Use of green or treated lumber may pose unacceptable � _� environmental,health or performance risks.Consult with project engineer before use. Industry Standards: NI — 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 is not sufficient. DSB-89: Design Standard for Bracing. ,-, BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with hiliTekGuide to Good Practice for Handling, I/T ANSPI 1 Quality Criteria. , Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015