Loading...
Plans (191) • �5 v Cir RECEIVEDmit MiTek MAY 1 1 2017 MiTek USA, Inc. 250 Klug Circle CITY OF TIGARD Corona, CA 92880 BUILDING DIVISION 951-245-9525 Re: 19621 19621 WESTLAND HOMES-LOT 17 HANSEN The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K3154067 thru K3154101 My license renewal date for the state of Oregon is December 31,2017. .5`03 P R 0fi47,$'d' 89200PE rCC r~ 4,OREGONfig . �C RRIv 'I' ." May 2,2017 Baxter, David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. MiTek k MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: 19621 19621 WESTLAND HOMES-LOT 17 HANSEN The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Pacific Lumber&Truss Co.. Pages or sheets covered by this seal: K3154067 thru K3154101 My license renewal date for the state of Washington is May 16,2019. ov WASfff,�, p 51398.E "GIS r ' May 2,2017 Baxter, David IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss Type Qty Ply 19621 WESTLAND HOMES-LOT 17 HANSEN K3154067 19621 A01 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:35 2017 Page 1 ID:RY?73Dt7_N7im8VB849S KzKa Wb-VOfZSL??O2T6NLI1 oS HTBiZ38QhUFgeEBaSIQzKZCM 11-4-11 8-10-14 - I 16-0-0 25-3-9 I 31-9-0 I 1-4-14 8-10-14 7-1-2 9-3-9 6-5-7 4x4 = Scale=1:70.8 8.00 F12-- 15 14 130: 164x84�317 3x4 120 2 ' 3x6 1011 � 18 9 �� : ::� 293 to gI.o Y 7 3x6 II A41111114iiiiiiii9 t6 � 3x6 I I 5 •4 : 3x6 \\3x• I 45 3x6 I I r2 3x6 113x6 20 d 1 1' 3x6 u o 16 23 22 48 49 21 28 27 26 254 3x4 = 3x4 = 4x6 = 3x4 = 3x4 i 3x4= I 8-10-14 I 14-9-10 6-0-9 23-2-6 I 31-9-0 I 8-10-14 5-10-12 1-2-6 7-2-6 8-6-10 Plate Offsets(X,Y)-- 120:0-0-0,0-0-141 LOADING (psf) SPACING- 2-0-0 CSI- DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.19 21-23 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.43 Vert(CT) -0.33 21-23 >945 180 TCDL 7.0 Rep Stress Incr YES WB 0.36 Horz(CT) 0.04 20 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2015/TPI2014 Matrix-AS Weight:223 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G*Except* JOINTS 1 Brace at Jt(s):29,30,34,36 15-29:2X4 DF No.1&Btr G,17-24:2X6 DF No.2 G P R f OTHERS 2X4 DF Std G MiTek recommends that Stabilizers an. • . 6+ WEDGE be installed during truss erection,in- .r,„t15$:.n . 4.1 Installationguide. Right:2x4 SP No.3 X41` ' REACTIONS. 89200PE -7.....All bearings 6-5-8 except Qt=length)20=Mechanical. (Ib)- Max Horz 2=323(LC 9) Max Uplift All uplift 100 lb or less at joint(s)2,27,28 except 20=-213(LC 13), 24=-121(LC 12),25=-634(LC 3) Cr Max Gray All reactions 250 lb or less at joint(s)25,26,27,28 except 2=288(LC © OREGON 4, 22),20=1225(LC 1),24=1452(LC 1),2=285(LC 1) 41 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-457/312,3-4=-422/270,4-5=-364/219,5-6=-363/248,6-7=-272/111, R � R 1 — 17-19=-1570/380,19-20=-1769/306 BOT CHORD 2-28=-259/406,27-28=259/406,26-27=-259/406,25-26=-259/406,24-25=-259/406, 23-24=-201/1359,21-23=-5/930,20-21=-152/1373 EXPIRES: 12/31/2017 WEBS 24-37=-1561/534,36-37=-1519/509,35-36=-1500/496,34-35=-1453/470, 33-34=-1416/448,30-33=-1340/411,30-32=-1389/434,31-32=-1318/402, 29-31=-1285/390,29-38=-1276/391,17-38=-1281/398,19-21=-425/321,17-21=-217/707, 17-23=-166/650,23-30=-369/284,6-25=-311/204 NOTES- ,0tRi .t, 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; �} -^� MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-14 to 1-9-4,Interior(1)1-9-4 to 16-0-0,Exterior(2)16-0-0 to 19-0-7 "'L� O WASI011 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions j ' Q1 1:, ,. shown;Lumber DOL=1.60 plate grip DOL=1.600 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry , . Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. ` 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 ."; r 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs 4 non concurrent with other live loads. c1 5)All plates are 1.5x4 MT20 unless otherwise indicated. C"' 4'01SM ~ 4 6)Gable studs spaced at 1-4-0 oc. -10NAX..S' 1 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. May 2,2017 40)01,0318td Izatiaaae action of 20%has been aoolied for the oreen lumber members. 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,notMil.. 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 ii/i!l AiTl:.` is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the K fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7P11 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 r � • Job Truss Truss Type Qty Ply 19621 WESTLAND HOMES-LOT 17 HANSEN K3154067 19621 A01 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:35 2017 Page 2 ID:RY?73Dt7_N7im8VB849 SKzKaWb-VOfZSL??02T6N LI1oSHTBiZ38QhUFgeEBaSIQzKZCM NOTES- 10) Refer to girder(s)for truss to truss connections. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,27,28,2 except(jt=lb)20=213,24=121,25=634. 12) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. mit 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 i RR 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 19621 WESTLAND HOMES-LOT 17 HANSEN K3154068 19621 A02 Common 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:37 2017 Page 1 I D:RY?73Dt7_N7im8V8849_SKzKaWb-RnnKtl OFwgjgdIU79DVIZcnpwy4Sy96xiV3YgJzKZCK i1-4-141 8-10-14 i 16-0-0 I 23-1-2 31-9-0 1-4-14 8-10-14 7-1-2 7-1-2 8-7-14 4x6= Scale=1:65.9 8.00 112 5 Ci 19 20 3x6 - 3x6 3x6 G 440000.0;1•97 6 3x6 7 3 rill •1 0 1 AliAll;AI 8 r 2 �.• l'°:ill r. a22 11 23 10 24 9 25 1.5x4 II 5x8= 1.5x4 11 4x6= 4x4 i 8-10-14 I 16-0-0 I 23-1-2 I 31-9-0 8-10-14 7-1-2 7-1-2 8-7-14 Plate Offsets(X,Y)— 12:0-2-15,0-1-13],[8:0-0-0,0-0-6],[10:0.4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.16 11-14 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.54 Vert(CT) -0.46 11-14 >837 180 TCDL 7.0 Rep Stress Ina YES WB 0.37 Horz(CT) 0.07 8 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:152 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G'Except' WEBS 1 Row at midpt 7-10,3-10 P t 5-10:2X4 DF No.1&Btr G MiTek recommends that Stabilizers an• .(• c. (5+ WEDGE be installed during truss erection,in- =-- -4.it $.... : 4S', Right:2x4 SP No.3 N. •t , + a Installation guide. , 17 REACTIONS. (lb/size) 2=1599/0-5-8,8=1490/Mechanical Q 89200PE r". Max Horz 2=323(LC 9) Max Uplift 2=-321(LC 12),8=-274(LC 13) Max Gray 2=1599(LC 1),8=1496(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. © OREGON iii. TOP CHORD 2-3=-2193/382,3-5=-1519/392,5-7=-1515/397,7-8=-2162/392 y-. 1�1k BOT CHORD 2-11=-380/1909,10-11=-380/1909,9-10=-198/1668,8-9=-198/1668 14, WEBS 5-10=-238/1111,7-10=-873/367,7-9=0/373,3-10=-921/371,3-11=0/388Q} �R R t LN- NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-14 to 1-9-4,Interior(1)1-9-4 to 16-0-0,Exterior(2)16-0-0 to 19-2-2 EXPIRES: 12/31/2017 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ILL, 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide } •5f will fit between the bottom chord and any other members,with BCDL=10.0psf. ``'1 •x WASg� } {', 6)A plate rating reduction of 20%has been applied for the green lumber members. - fi a� f1 f 7)Refer to girder(s)for truss to truss connections. . 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) ° 2=321,8=274. '} 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum ';r r'�r sheetrock be applied directly to the bottom chord. rC 51398 .4' ESTER `� rr� ' ro May 2,2017 S 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 L a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall MiTek' building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing iT is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ems aw 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 19621 WESTLAND HOMES-LOT 17 HANSEN K3154069 19621 AO2A Common 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:37 2017 Page 1 ID:RY773Dt7 N7im8VB849_SKzKaWb-RnnKt10FwgjgdlU79DVIZcnpvy4Sy7OxiV3YgJzKZCK 8-7-14 15-9-0I 22-10-2 I 31-9-0 33-1-141 8-7-14 7-1-2 7-1-2 8-10-14 1-4-14 4x6 = Scale=1:65.9 3 18 19 8.00 112 3x6 J 3x6 i 4 3x6'� 4, 2 5 0 All 4\HilliiiiiNi 20 1 RI r 6 ' .- 7 Iv 2110 22 9 23 8 24 1.5x4 II 5x8 = 1.5x4 II 4x4 4x6= I 8-7-14 I 15-9-0 I 22-10-2 I 31-9-0 I 8-7-14 7-1-2 7-1-2 8-10-14 Plate Offsets(X,Y)- [1:0-0-0,0-0-6],[6:0-2-15,0-1-13],[9:0-4-0,0-3-0I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.16 8-16 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.54 Vert(CT) -0.46 8-16 >834 180 TCDL 7.0 Rep Stress Incr YES WB 0.48 Horz(CT) 0.08 6 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:152 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. r- WEBS 2X4 DF Std G WEBS 1 Row at midpt 5-9,2-9 WEDGE I. P R+e4 MiTek recommends that Stabilizers an. -..." 61 Left:2x4 SP No.3 be installed during truss erection,in \.. pie$'.,r = t',� Installation guide. V+ REACTIONS. (Ib/size) 1=1490/Mechanical,6=1599/0-5-8 Max Horz 1=-323(LC8) �- 89200PE �C' Max Uplift 1=-274(LC 12),6=-321(LC 13) Max Gray 1=1496(LC 20),6=1599(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2162/392,2 3-1515/397,3-5=-1518/391,5-6=-2193/382 -372... BOT CHORD 1-10=-355/1887 9-10=-355/1887,8-9=-175/1720,6-8=-175/1720 L WEBS 3-9=-238/1110,5-9=-921/371,5-8=0/388,2-9=-873/367,2-10=0/373 / �14, -s`4-� T NOTES- i`g +LiRIl--\,' 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-2-2,Interior(1)3-2-2 to 15-9-0,Exterior(2)15-9-0 to 18-11-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions EXP]RES: 12/31/2017 shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �L 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide .& will fit between the bottom chord and any other members,with BCDL=10.Opsf. ANYrA 6)A plate rating reduction of 20%has been applied for the green lumber members. lF >�� 7)Refer to girder(s)for truss to truss connections. �°" ,,,a 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=274,6=321. ., 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Vu"gypsum t, sheetrock be applied directly to the bottom chord. �r�?Al . 51398 44;,'` ., lONAL , May 2,2017 c a 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 i 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 Wok'®li` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the iGG''RR. fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPit Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,2t8 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 i . r Job Truss Truss Type Oty Ply 19621 WESTLAND HOMES-LOT 17 HANSEN I K3154070 19621 A03 Common 4 1 Job Reference(optional) Pacific Lumber 8 Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:38 2017 Page 1 ID.RY?73Dt7_N7im8V B849_SKzKa Wb-vzKi4N 1 thzrhES3Kjw0_5pK_hMPdhcT5w906MIzKZCJ 11-4-11 8-10-14 I 16-0-0 I 23-1-2 I 32-0-0 373-4.14 1-4-14 8-10-14 7-1-2 7-1-2 8-10-14 1-4-14 4x6 = Scale=1:69.8 8.00 12 5 3x6 i 20 21 3x6 Q 3x6 i 44001:11. 6 3x6 �� 3 44, 7 0 1 19 hillii2i26... 8 r2 . 49 to0 2312 24 11 25 10 26 3x6 = 1.5x4 II 5x8= 1.5x4 II 3x6= I 8-10-14 I 16-0-0 I 23-1-2 I 32-0-0 I 8-10-14 7-1-2 7-1-2 8-10-14 Plate Offsets(X,Y)-- 12:0-6-0,0-0-61,[6:0-0-0,0-0-01,18:0-6-0,0-0-61,111:0-4-0,0-3-01 TCLLLOADING (ps30.0 SPACING- 2-0-0 CSI- DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.16 10-18 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.54 Vert(CT) -0.46 10-18 >842 180 BCLL 0.0 Rep Stress lncr YES WB 0.37 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-AS Weight:154 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G*Except* WEBS 1 Row at midpt 7-11,3-11 : 5-11:2X4 DF No.1&Btr G MiTek recommends that Stabilizers an. =..1c. • -.I t7 be installed during truss erection,in- ..... „iq'Pfy,$ -. : LSA© Installation guide. Air REACTIONS. (lb/size) 2=1608/0-5-8,8=1608/0-5-8 Max Horz 2=333(LC 11) C,r; 89200PE �v--' Max Uplift 2=-321(LC 12),8=-321(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2210/384,3-5=-1534/393,5-7=-1534/393,7-8=-2210/384 BOT CHORD 2-12=-359/1939,11-12=-359/1939,10-11=-176/1735,8-10=-176/1735 ' A_OREGONWEBS 5-11=-234/1136 7-11=-925/371,7-10=0/390,3 11=-924/371,3-12=0/390 4. % 4\� NOTES- d t�14,`L � 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; +7 R Nl MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-14 to 1-9-8,Interior(1)1-9-8 to 16-0-0,Exterior(2)16-0-0 to 19-2-6 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. ,rGF.RTLL 6)A plate rating reduction of 20%has been applied for the green lumber members. N<�} . WAS . -9-f. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=321,8=321. AO-401e1 �P 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum , sheetrock be applied directly to the bottom chord. '-'1 S '. 1 ;T 51398 y 4;, _ ,e , C'IS ' ^ T - ,y ::::12A,2LO:C' R WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. MUM 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 properly 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 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 19621 WESTLAND HOMES-LOT 17 HANSEN K3154071 19621 A04 Common 3 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:39 2017 Page 1 ID:RY?73Dt7_N7im8VB849_SKzKa Wb-NAu41i2VSHzYsceWGdXDe1 t9PIIvQ 1 tE9pYfuBzKZC I 8-7-14 _ 1.5-9-0 _ 22-10-2 I 31-9-0 33-1-141 8-7-14 7-1-2 7-1-2 8-10-14 1-4-14 4x6 = Scale=1:65.9 3 18 19 8.00 12 3x6 -,•:- 3x6 3x6 i 4 3x6 6, 5 2 0 17 20 ir!Al 1 Z UI l Vii, �_'. 6 7 Iv - o 21 10 22 9 23 8 24 •' 1.5x4 II 5x8 = 1.5x4 I I 404 4x6= I 8-7-14 I 15-9-0 I 22-10-2 I 31-9-0 8-7-14 7-1-2 7-1-2 8-10-14 Plate Offsets(X,Y)— LI:0-0-0,0-0-61[6:0-2-15,0-1-13],[9:0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.16 8-16 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.54 Vert(CT) -0.46 8-16 >834 180 TCDL 7.0 Rep Stress!nor YES WB 0.48 Horz(CT) 0.08 6 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:152 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G WEBS 1 Row at midpt 5-9,2-9 WEDGEMiTek recommends that Stabilizers an -•:• c• Left:2x4 SP No.3 be installed during truss erection,in `• 4,il $:., 'T On Installation guide. C+3 ,T REACTIONS. (lb/size) 1=1490/Mechanical,6=1599/0-5-8 ,c.t "Z Max Horz 1=-323(LC 8) �' 89200PE f Max Uplift 1=-274(LC 12),6=-321(LC 13) Max Gray 1=1496(LC 20),6=1599(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2162/392,2-3=-1515/397,3-5=-1518/391,5-6=-2193/382 17 OREGON z.(/ BOT CHORD 1-10=-355/1887,9-10=-355/1887,8-9=-175/1720,6-8=-175/1720 L- WEBS 3-9=-238/1110,5-9=-921/371,5-8=0/388,2-9=-873/367,2-10=0/373 �0 -114 2-Cr ji— [� NOTES- ' RIO- 1) ll'1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-2-2,Interior(1)3-2-2 to 15-9-0,Exterior(2)15-9-0 to 18-11-2 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions EXPIRES: 12/31/2017 shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ?yRRIC. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide a will fit between the bottom chord and any other members,with BCDL=10.Opsf. 4<° i.WASj 'It), 6)A plate rating reduction of 20%has been applied for the green lumber members. .. {s� 7)Refer to girder(s)for truss to truss connections. '� 1f '7� 8)Provide mechanical connection(byothers of truss to bearingplate capable of withstanding100 lb uplift at joint(s)except t=lb • ,- • ) p P PO ) `'4 1=274,6=321. '° 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and% ;,"gypsum ,�� sheetrock be applied directly to the bottom chord. fig.. 51398 z.,, a 4>GisTx ' 1ONAL May 2,2017 4 B WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit 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/TPI1 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 I r Job Truss Truss Type Qty Ply 19621 WESTLAND HOMES-LOT 17 HANSEN K3154072 19621 A05 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:41 2017 Page 1 ID:RY?73Dt7_N7im8VB849_SKzKaWb-KYOgjO4m_uDG5vou02ZhjSybyZVvu_mXc71mz4zKZCG 5-6-7 15-9-0 _ 31-9-0 33-1-11 5-6-7 10-2-9 16-0-0 1-4-14 4x4 = Scale=1.74.5 8.00 112 7 6 ra 8 5 9 4x8 i 47 48 10 3x4 G osit 4 11 4x6 3 12 9° 14 II �, 15 2 cc 3x6 32 16 17 46 3 :SII c- 18 +,, 3x6 // �- 1, 49 Z 1 Xb 3x6 11k. a 3x6 ` IM.1 20{; 31 50 51 30 3x6 1 �T. - - VT��3 d1 28 27 26 25 24 23 22 3x4 = 5x6= 29 4x4 = 3x6= 3x4 = I 7-3-15 15-9-0 I 21-11-0 31-9-0 I 7-3-15 8-5-1 6-2-0 9-10-0 Plate Offsets(X,Y)-- [1:0-0-0,0-1-21,[12:0-3-0,0-2-4],112:0-0-0,0-1-12],113:0-2-2,0-0-01 130:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.09 30-31 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.15 29-30 >999 180 TCDL 7.0 Rep Stress'nor YES WB 0.27 Horz(CT) 0.04 20 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS Weight:242 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G*Except* JOINTS 1 Brace at Jt(s):32,35,37 o ID 4-28:2X6 DF No.2 G MiTek recommends that Stabilizers an. -.-.' OTHERS 2X4 DF Std G be installed during truss erection,in- -r�ij $ .. -�yss/ WEDGE Installation guide. i "T `'- Left:2x4 SP No.3 £5 ' 89200PE �r REACTIONS. All bearings 10-1-8 except(jt=length)1=Mechanical,29=0-3-8. (Ib)- Max Horz 1=-323(LC 8) Max Uplift All uplift 100 lb or less at joint(s)20,26,25,24,23,22 except 1=-195(LC 12),28=-450(LC 13) cc Max Gray All reactions 250 lb or less at joint(s)27,26,25,24,23,22 except d OREGON 1=1082(LC 1),20=328(LC 1),28=768(LC 1),29=551(LC 3),20=328(LC 1) 4.. 4y c\\ti Q Y 14,2 .v FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. itf. - TOP CHORD 1-2=-1556/282,2-4=-1386/345,4-5=-264/125,6-7=-251/171,11-13=-283/83, R R IL - 14-15=-254/53,15-16=-265/57,16-17=-290/73,17-18=-316/90,18-19=-340/120, 19-20=-358/165 BOT CHORD 1-31=-326/1386,30-31=-133/991,29-30=-124/1176,28-29=-124/1176,27-28=-166/358, EXPIRES: 12/31/2017 26-27=-166/358,25-26=-166/358,24-25=-166/358,23-24=-166/358,22-23=-166/358, 20-22=-166/358 WEBS 4-35=-1004/280,34-35=-1030/299,32-34=-1079/332,32-33=-1050/280,33-36=-1046/279, 36-37=-1076/292,37-38=-1104/310,38-39=-1143/327,28-39=-1129/326,4-31=-184/565, 4-30=0/368,2-31=-354/269,13-28=-337/202 ORRILL.6 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; ``ate Ov AS;9'4 4.>, MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-2-2,Interior(1)3-2-2 to 15-9-0,Exterior(2)15-9-0 to 18-11-2 4. / ) � zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions ,z- G / shown;Lumber DOL=1.60 plate grip DOL=1.60 • ,� 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry 7 i Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. r 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 � 51398,.c� 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs Q � C 's non-concurrent with other live loads. CISTE ' 5)All plates are 1.5x4 MT20 unless otherwise indicated. NAT � 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide May 2,2017 Cortlibdibteldweasttie bottom chord and any other members with BCDL=10.Qosf. } WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. mit 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabncaiion,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 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 19621 WESTLAND HOMES-LOT 17 HANSEN K3154072 19621 A05 GABLE 1 1 _ Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:41 2017 Page 2 I D:RY?73Dt7_N7im8V B849_SKzKaVvb-KY0gj 04m_uDG5vou02ZhjSybyZVvu_mXc71 mz4zKZCG NOTES- 9)A plate rating reduction of 20%has been applied for the green lumber members. 10) Refer to girder(s)for truss to truss connections. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)20,26,25,24,23,22,20 except(jt=lb)1=195,28=450. 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 14"gypsum sheetrock be applied directly to the bottom chord. 4 y WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 1 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Budding Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 r t Job Truss Truss Type Oty Ply 19621 WESTLAND HOMES-LOT 17 HANSEN K3154073 19621 901 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:42 2017 Page 1 ID:RY?73Dt7_N7im8V B849_SKzKa Wb-olaDwk401CL7j3N 5ym4wGfVnDzv4dUGgrmmJ V WzKZCF -1-9-15 10-9-0 _ I 21-6-0 23-3-15 1-9-15 10-9-0 10-9-0 1-9-15 Scale=1:42.9 4x4 = 9 11lI11iiii6 , yj r 11 rl 9 �� c r e 9 � rr 3x4 = 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4 = 5x6= 1 21-6-0 21-6-0 Plate Offsets(X.Y)-- 125:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.02 17 n/r 120 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.06 Vert(CT) 0.01 17 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.06 Horz(CT) CT) 0.00 16 n/a n/a BCDL 10.0 * Code IBC2015/TP12014 Matrix-S Weight:121 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Std G MiTek recommends that Stabilizers and re. '- vs a I_ t,_ be installed during truss erection,in ac • . Qa ii , 1 rC 1, Installation guide. I N , REACTIONS. All bearings 21-6-0. r\ . ''1 ,� F R (Ib)- Max Horz 2=122(LC 14) Lr,7 Max Uplift All uplift 100 lb or less at joint(s)2,16,25,26,27,28,29,30,23,22,21,20,19,18 .' , 89200PE �C Max Gray All reactions 250 lb or less at joint(s)24,25,26,27,28,29,30,23,22,21,20,19,18 except 2=307(LC 21),16=306(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- A OFiEGU©a 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd 111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; { "�/ } 14,`- v MWFRS(envelope)gable end zone and C-C Corner(3)-1-9-15 to 1-2-1,Exterior(2)1-2-1 to 10-9-0,Corner(3)10-9-0 to 13-9-0 zone; 41, ‘,..••�R�� QJ W cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. EXPIRES: 12/31/2017 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated.7)Gable requires continuous bottom chord bearing.8)Gable studs spaced at 1-4-0 oc. 4��r.v".1-wAstiarti.:-9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , n ' 10) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �• :y�,<° 3� r', will fit between the bottom chord and any other members. ar ��'� a ,5S'S'' ..,.. 11) A plate rating reduction of 20%has been applied for the green lumber members. „elk.. �"' „,�; 12) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,16,25,26,27, 4' 28,29,30,23,22,21,20,19,18. 1�r r° 4 51398 4,7 °. 'Ors i'' " TONAL 01 May 2,2017 0 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 MiTeke,connectors.This design is based only upon parameters shown,and is for an individual building component,not = a truss system.Before use,the budding 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 Mae"( 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 ANSI/TPI1 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 t Job Truss Truss Type Qty Ply 19621 WESTLAND HOMES-LOT 17 HANSEN K3154074 19621 B02 Common 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:43 2017 Page 1 ID:RY?73Dt7_N7im8VB849_SKzKa Wb-Gx8b7450 W VT_LDyHVTc9ot1 wFN BcMtBg4Q Wt1 yzKZCE -1-9-15 5-7-12 10-9-0 15-10-4 21-6-0 23-3-15 1-9-15 I 5-7-12 }- - 5-1-4 I 5-1-4 5-7-12 1-9-15 i Scale=1:40.3 4x4 =- 4 4 20 6.00 12 1.5x4 \\ 18 g 21 1.5x4 // 3 5 i4 1 ur 17 22 2 6 1 ► 10 9 8 T 7 3x4 = 3x4 = 3x4 = 3x4 = 3x4=- I 7-4-3 I 14-1-13 I 21-6-0 I 7-4-3 6-9-11 7-4-3 Plate Offsets(X,Y)-- [2:Edge,0-0-41.16:0-0-0,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.06 8-10 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.30 Vert(CT) -0.18 10-13 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.27 Horz(CT) 0.05 6 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:93 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Bir G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and re. ' -. .Es t.* be installed during truss erection,in ac • .101i6.. t. .I -re,sc Installation guide. �/ r]j�jP REACTIONS. (lb/size) 2=1146/0-5-8,6=1146/0-5-8 ��CJ C,„, 9 '— Max Horz 2=122(LC 14) 44 T. Max Uplift 2=-254(LC 14),6=-254(LC 15) �' 89200PE v- FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1735/329,3-4=-1531/330,4-5=-1531/330,5-6=-1735/329 BOT CHORD 2-10=-304/1489,8-10=-105/996,6-8=-208/1489 0 CC WEBS 4-8=-139/615 5-8=-445/235,4-10=-139/615,3-10=-445/235 4OREGON� �1{ NOTES- 'O '14 �r 11 1)Wnd:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; I1t ' MWFRS(envelope)gable end zone and C-C Exterior(2)-1-9-15 to 1-2-1,Interior(1)1-2-1 to 10-9-0,Exterior(2)10-9-0 to 13-9-0 hi R I1--� zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp 6;Partially Exp.;Ct=1.1 EXPIRES: 12/31/2017 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 18.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. WA.5 1 f 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) AOc f�TC, ' 2=254,6=254. ,tix� 6 9)This truss design requires that a minimum of 7/16”structural wood sheathing be applied directly to the top chord and Va"gypsum sheetrock be applied directly to the bottom chord. .+"" ' ! ' ,' rt 474' 0t7 51398 , GrsT ' May 2,2017 5 4 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1I-7473 rev.10/03/2015 BEFORE USE. let Design yard for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual budding 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 BVI I iT�k* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �C fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII 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 1 r t Job Truss Truss Type Qty Ply 19621 WESTLAND HOMES-LOT 17 HANSEN K3154075 19621 B03 DBL.HOWE 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:45 2017 Page 1 ID:RY?73Dt7_N7im8V8849_SKzKa Wb-C KGLYm7G 17jhaX6gduedt178mAjMght7Xk?_6rzKZCC I 4-2-0 7-5-8 10-9-0 - 14-0-8 i 17-4-0 21-6-0 4-2-0 3-3-8 3-3-8 3-3-8 3-3-8 4-2-0 8x8 = Scale=1:42.1 4 6.00 I12 4x6% 4x6 J 5 26 3 27 711110 5x6 i /llbl•iiik. � 5x6 J 2 6 7 - 17 1812 19 11 20 21 10 22 23 9 24 8 25 5x6 = MUS26 MUS26 MUS26 MUS26 5x6= 5x8 3s8 8x8= 10x10 M18SHS = MUS268x8 = 3x8 I I 5x6— MUS26 MUS26 MUS26 MUS26 MUS26 MUS26 4-2-0 7-5-8 I 10-9-0 I 14-0-8 I 17-4-0 I 21-6-0 4-2-0 3-3-8 3-3-8 3-3-8 3-3-8 4-2-0 Plate Offsets(X,Y)-- [1:0-1-11,Edge],[1:0-7-11,0-2-12],[3:0-1-12,0-1-8],[5:0-1-12,0-1-8],[7:0-1-11,Edge],[7:0-7-11,0-2-12],[8:0-4-8,0-1-8],[9:0-3-8,0-4-8],[11:0-3-8,0-4-8], [12:0-4-8,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) -0.23 10-11 >999 240 MT20 220/195 (Roof Snow 30.0) Lumber DOL 1.15 BC 0.86 VertCT -0.49 10-11 >530 180 M18SHS 220/195 BCLDL 0.0 7.0 Rep Stress Incr NO WB 0.64 Horz(CT) 0.15 7 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-MS Weight:245 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF 2400F 2.0E G TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins. BOT CHORD 2X6 DF 2400F 2.0E G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra WEBS 2X4 DF Std G WEDGE 3-11,4-10,5-9:2X4 DFt*No.1&Btr G ��4 Co N -' S,> Left:2x4 SP No.3,Right:2x4 SP No.3 � ©� ' ' 89200PE T- REACTIONS. (lb/size) 1=8506/0-5-8,7=6999/0-5-8 Max Horz 1=-104(LC 32) Max Uplift 1=-1662(LC 10),7=-1378(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 7 OREGON X14 TOP CHORD 1-2=-16605/3238,2-3=-13382/2622,3-4=-9940/1982,4-5=-9941/1984,5-6=-12033/2367, - A 6-7=-14352/2815 /6 4)- 14,2.0 _7,— BOT CHORD 1-12=-2949/14852,11-12=-2949/14852,10-11=-2313/11926,9-10=-2000/10723, 4f fly"' 8-9=-2463/12822,7-8=-2463/12822 ` FiR 5{—k— WEBS 2-12=-527/2915,3-11=-910/4762,4-10=-1665/8535,5-9=-541/2802,6-8=-366/2046, 2-11=-3442/747,3-10=-4650/986,5-10=-2845/645,6-9=-2469/566 NOTES- EXPIRES: 12/31/2017 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-4-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to $RRILL ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; 4 W�5 r MVVFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip ;? grip DOL=1.60 :;') '' 4)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.,Ct=1.1 411144;-°7-5)Unbalanced snow loads have been considered for this design. 1 6)All plates are MT20 plates unless otherwise indicated. iffi♦ 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 51348 �y 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide C) '6' ` :' will fit between the bottom chord and anyother members. GISTS ' 9)A plate rating reduction of 20%has been applied for the green lumber members. �'Sj0 1 T1� 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=1662,7=1378. 11) Use Simpson Strong-Tie MUS26(6-10d Girder,6-10d Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-6-12 from the left May 2,2017 cont dcx6rd;al210 connect truss(es)to front face of bottom chord. } 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 MiTeki5 connectors.This design is based only upon parameters shown,and is for an individual budding component,not R 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/TPI1 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 K t Job Truss Truss Type Qty Ply 19621 WESTLAND HOMES-LOT 17 HANSEN K3154075 19621 803 DBL.HOWE 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:45 2017 Page 2 ID:RY?73Dt7_N7 im8V B849_SKzKaVvb-CKGLYm7G 17jhaX6gduedt178mAjMght7Xk?_6rzKZCC NOTES- 12) Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 9-11-4 from the left end to 19-5-4 to connect truss(es)to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-7=-20,1-4=-74,4-7=-74 Concentrated Loads(Ib) Vert:11=-1470(F)8=-1015(F)17=-1470(F)18=-1470(F)19=-1470(F)20=-1470(F)21=-1062(F)22=-1015(F)23=-1015(F)24=-1015(F)25=-1015(F) • 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 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/TPI1 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 19621 WESTLAND HOMES-LOT 17 HANSEN K3154076 19621 CO1 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:46 2017 Page 1 I D:RY?73Dt7_N7im8V B849_SKzKa Wb-g Wpjm67uoQsYChgsBc9sQVfULaGOZHNGm OkXeHzKZC B [t-4-141 13-0-0 25-9-0 1-4-14 13-0-0 12-9-0 4x4 = Scale=1:60.2 11 10 13 g 13 8.00 112 8 14 7 k riii6 16 o 2 LLJI]_[ft[I[IIikp ; 01 ®rI� .a•�: �.� �v.�� I0 3x4 = 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 3x8 II 5x6 = I 25-9-0 25-9-0 Plate Offsets(X,Y)-- 120:0-0-10,0-0-15],[20:0-1-4,0-5-61,120:0-3-8,Edge],[30:0-3-0,0-3-0] LOADING (ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL(Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.10 Vert(LL) 0.00 1 n/r 120 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Ina' YES WB 0.11 Horz(CT) 0.01 20 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-S Weight:189 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS WEDGE 2X4 DF Std G WEBS 1 Row at midpt 11-29 PR' MiTek recommends that Stabilizers an. -.'i 11 c. - Il Right:2x4 DF Std-G tS' be installed during truss erection,in- co. -4{i $..,r - ,/r Installation guide. Mfr REACTIONS. All bearings 25-9-0. 2{ QP E (Ib)- Max Horz 2=267(LC 9) 4 '' 89200P '7 Max Uplift All uplift 100 lb or less at joint(s)2,20,29,30,31,32,33,34,35, 36,37,28,27,26,25,24,23,22 except 21=-115(LC 13) Max Gray AU reactions 250 lb or less at joint(s)2,20,29,30,31,32,33,34,35, 36,37,28,27,26,25,24,23,22,21 --7 OREGON FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. — 0. � 1 \� & NOTES- /}iiit�1 , �r 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed, �{�� MWFRS(envelope)gable end zone and C-C Corner(3)-1-4-14 to 1-7-2,Exterior(2)1-7-2 to 13-0-0,Corner(3)13-0-0 to 16-0-0 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 17/31/2017 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 1.5x4 MT20 unless otherwise indicated. , VARILL s, 6)Gable requires continuous bottom chord bearing. �� QWAS � ]2 7)Gable studs spaced at 1-4-0 oc. 1,C 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,.°'` '� 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide . 'e� ,'' t-� _ r ... will fit between the bottom chord and any other members. - 10)A plate rating reduction of 20%has been applied for the green lumber members. ), 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,20,29,30,31, 1�;` 32,33,34,35,36,37,28,27,26,25,24,23,22 except(jt=lb)21=115. ¢ ` 51398 i 'GIST ' ' May 2,2017 __ 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,notMr 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 jT�iR,.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPIl Quality Criteria,D5B-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 t Job Truss Truss Type Qty Ply 19621 WESTLAND HOMES-LOT 17 HANSEN K3154077 19621 CO2 Common 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:47 2017 Page 1 ID:RY?73Dt7_N7 im8VB849_SKzKa Wb-8iN6zS8WZk_PpciF2kJg5yjCbG_WOIgbQ?2U4AkzKZCA 1-4-14 6-8-7 13-0-0 19-3-9 25-9-0 1-4-14 I -6 8-7----- +--- 6-3-9 - -I I-- 6 3 9 6-5-7 4x6 II Scale=1:53.5 4 Si 17 18 12 1.5x4 \\ 1.5x4 // n 3 5 0 m ////////1/9A161 16 1dA 6 riii I“?'4 2 rJ, ' EN f 8.00 : Im 01 ra c, irzo 9 20 8 21 7 3x4 = 3x6 = 3x4 = 4x6 =- 4X4 4x4 = I 8-9-10 I 17-2-6 I 25-9-0 I 8-9-10 8-4-12 8-6-10 Plate Offsets(X,Y)- 16:0-0-0,0-0-141 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.20 7-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.44 Vert(CT) -0.32 7-9 >954 180 TCDL 7.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.04 6 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:118 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and re. '- „rs I.: •, WEDGE be installed during truss erection,in ac , .,>�iVe. t. -. 1 -R;S Right:2x4 SP No.3 InstallationHORD RiCo jig s/ REACTIONS. (lb/size) 6=1207/Mechanical,2=1317/0-5-8 t,, .7 Max Horz 2=266(LC 9) Q 89200PE C.- Max Max Uplift 6=-222(LC 13),2=-269(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1739/324,3-4=-1569/397,4-5=-1540/398,5-6=-1738/335 BOT CHORD 2-9=-331/1467,7-9=-90/935,6-7=-182/1348 OREGON s.$!'" WEBS 4-7=-222/716,5 7-436/328,4 9=224/764,3-9=-460/329 f. X NOTES- 4,1. -t� 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; r-3 R 10^ MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 13-0-0,Exterior(2)13-0-0 to 16-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/2017 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. ORILL 6)A plate rating reduction of 20%has been applied for the green lumber members. -9 I 7)Refer to girder(s)for truss to truss connections. `\ O' WAsj4{' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) . .,>,C.'1s 6=222,2=269. - ,oE. 1. - 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. ;, f 'op ,,? 513398 .e.y C,}4, /s-r -`''. 41' SbbNALS May 2,2017 a s WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. MI 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/TPIl 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 a r Job Truss Truss Type Qty Ply 19621 WESTLAND HOMES-LOT 17 HANSEN K3154078 19621 DO1 GABLE 1 1 _ Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:48 2017 Page 1 SII ID:RY973Dt7_N7im8V B849_SKzKaWb-dvxUBn99K26GR_gFIOB KVwlggOyrl ARZDiDejAzKZC9 1-4-14 11-2-0 22-1-0 11I 1-4-14 11-2-0 10-11-0 4x4 = Scale=1:52.1 10 11 g 12 8.00 12 9 7 13 g 14 mdi ii5 15 4 16 3 17 18 R 2 . �,YY. 1Zr c , r'I,1., 461 ss .1• �.As � = 111111111 c •�7r®ME• �*aA't���i vIIME 10 304= 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x8 II 3x4= I 22-1-0 I 22-1-0 Plate Offsets(X,Y)- 118:0-0-10,0-0-15],[18:0-1-4,0-5-6],[18:0-3-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) 0.00 1 n/r 120 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 1 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 18 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-S Weight:149 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Std G MiTek recommends that Stabilizers and re. ' s.ii. .4 D:2 4 DF Std-G installeduideg truss erection,in ac �% •1� S Installation guide. IN /� REACTIONS. All bearings 22-1-0. 44 17 (Ib)- Max Harz 2=232(LC 9) !� 89200PE r- Max Uplift All uplift 100 lb or less at joint(s)2,18,26,27,29,30,31,32,33,34,25,24,23,22,21,20, 19 Max Gray All reactions 250 lb or less at joint(s)2,18,26,27,29,30,31,32,33,34,25,24,23,22,21, 20,19 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. rt- 14.1 - ,'7 OREGON t), , NOTES- 4, .°''''14:1° P 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; (3 i‘-\- MWFRS(envelope)gable end zone and C-C Corner(3)-1-4-14 to 1-10-0,Exterior(2)1-10-0 to 11-2-0,Corner(3)11-2-0 to 14-2-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 12/31/201J 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 1.5x4 MT20 unless otherwise indicated. , -1� , 6)Gable requires continuous bottom chord bearing. ,<4 v WA - 7)Gable studs spaced at 1-4-0 oc. Q still/94 !' 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,zto .,At 9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide , �� G ' t 2 ,,.. will fit between the bottom chord and any other members. 7,..- 10) A plate rating reduction of 20%has been applied for the green lumber members. t, 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,18,26,27,29, i":. ` 30,31,32,33,34,25,24,23,22,21,20,19. a zY, �,P 4, � 51398 14ONAL May 2,2017 MI MN 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 g 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 propedy damage. For general guidance regarding the 1 1�l fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPtl 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 19621 WESTLAND HOMES-LOT 17 HANSEN K3154079 19621 D02 Common 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:49 2017 Page 1 ID:RY?73Dt7_N7im8VB849 SKzKaWb-55VsO7An5LE738PRskiZ28HzKnDdmc5iSMzBFczKZC8 -1-4-14 5-9-7 __ 11-2-0 16-6-9 22-1-0 1-4-14 5-9-7 5-4-9 5-4-9 5-6-7 4x6 II Scale=1:46.5 4 �a 17 ,$ 8.00 12 1.5x4 \\ ,.5x4 3 5 ilitat 19 16 Ail 6 2 Tr_... ,51 =� 111111111111k . till' II' II7 II' 11111 : .lo 9 8 20 21 7 1110111111111/111°.1113x4 = 3x4= 3x4= 4x4 = 3x4<i I 7-6-15 I 14-9-1 I 22-1-0 I 7-6-15 7-2-1 7-3-15 Plate Offsets(X,Y)— 12:0-2-0,0-1-81,16:0-0-0,0-1-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.10 7-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.32 Vert(CT) -0.18 7-9 >999 180 TCDL 7.0 Rep Stress Ina YES WB 0.24 Horz(CT) 0.03 6 n/a n/a BCLL 0.0 Code IBC2015ITPI2014 Matrix-AS Weight:102 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and re. s+ t.. WEDGE be installed during truss erection,in ac !. .' a Right:2x4 SP No.3 Installation guide. 'i I N fi ss/ 4t,t?� ' id, 6 REACTIONS. (lb/size) 6=1035/Mechanical,2=1145/0-5-8 'V Max Horz 2=231(LC 9) (L- 89200PE r. Max Uplift 6=-190(LC 13),2=-237(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1501/279,3-4=-1335/337,4-5=-1308/345,5-6=-1477/290 10 CC BOT CHORD 2-9=-280/1234,7-9=-77/789,6 7=-157/1143 OREGON 4 / WEBS 4-7=-188/593,5 7=368/279,4-9=-189/638,3-9=-390/280 � NOTES- /,J \b‘ A*.�f, 14,2-° 'v., 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; Jg R i,�„-� MWFRS(envelope)gable end zone and C-C Exterior(2)-1-4-14 to 1-7-2,Interior(1)1-7-2 to 11-2-0,Exterior(2)11-2-0 to 14-2-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 EXPIRES: 1 2/31 0201 7 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. k R.1LL 6)A plate rating reduction of 20%has been applied for the green lumber members. �} ! 7)Refer to girder(s)for truss to truss connections. A.1 .0 Ir ,r' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) *0 `-"v",..".7,41;,r G 6=190,2=237. J 0, 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum • 4. sheetrock be applied directly to the bottom chord. -1 / .4, 51348 4c;, C 4rsTV ' s'81 aa �'\ OLS May 2,2017 1 , 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 6 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 Wok' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �rR fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 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 • r Job Truss Truss Type Qty Ply 19621 WESTLAND HOMES-LOT 17 HANSEN K3154080 19621 E01 KINGPOST 1 1 - Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:50 2017 Page 1 ID:RY?73Dt7_N7im8V B849_SKzKa Wb-ZH3EcTBPsfM_g I_dOREoaLg5yBYrV4Lshoikn2zKZC7 101 7-6-8 I 10-0-0 I 20-0-0 2,1-0-9 1-0-0 7-6-8 2-5-8 10-0-0 0-CJ 454= Scale=1:71.0 5 3x6 // 4 1200 12 i :.sI1ii73: 89 t<,7� axa 10 4 " 89200P E c- Alll axa I i: 11 axa lI IL 7y' OREGON <U 2 r0 4-- 27 \4 ik 14, 32 t7 33 3x4= 3x4 ` Ti FtV 16 15 14 4x4 = EXPIRES: 12/31/2017 I 7-6-8 20-0-0 I 7-6-8 12-5-8 Plate Offsets(X,Y)— 12:0-0-0,0-0-41,(12:0-2-6,0-1-81 TCLLLOADING (psf)M.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.45 Vert(LL) 0.12 17-25 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.39 Vert(CT) -0.22 17-25 >853 180 BCLL 0.0 Rep Stress Ina YES WB 0.18 Horz(CT) 0.01 26 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:142 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G`Except* JOINTS 1 Brace at Jt(s):18,21 3-16.2X6 DF No.2 G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 5-5-8 except(jt=length)2=0-5-8. (Ib)- Max Horz 2=-316(LC 10) Max Uplift All uplift 100 lb or less at joint(s)2 except 16=-274(LC 12),15=-146(LC 3),14=-126(LC 13) Max Gray All reactions 250 lb or less at joint(s)14 except 2=817(LC 1),12=297(LC 23),16=862(LC 20),12=274(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-806/100,3-4=-401/253,10-11=-265/193,11-12=-372/296 BOT CHORD 2-17=-97/635,16-17=-97/632,15-16=-263/346,14-15=-263/346,12-14=-263/346 WEBS 3-20=-828/465,18-20=-609/274,18-19=-660/299,19-21=-685/325,21-22=-717/359, 16-22=-717/369,4-20=-272/324,3-17=0/423,9-16=-268/235 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 10-0-0,Exterior(2)10-0-0 to 13-0-0 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 t2.R1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs L . non-concurrent with other live loads. < ® v,,,,88/14; '} 4)All plates are 1.5x4 MT20 unless otherwise indicated. y 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ;j;;;:;'-;;;';' n �. 6)*This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide r will fit between the bottom chord and any other members,with BCDL=10.Opsf. ' 7)A plate rating reduction of 20%has been applied for the green lumber members. t 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) '7I 16=274,15=146,14=126. e 51398 et* 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum f , �-4bis,�, �s rj sheetrock be applied directly to the bottom chord. May 2,2017 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2010 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,notMI a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M1G'kx is always required for stability and to prevent relapse 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/Wit 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 19621 WESTLAND HOMES-LOT 17 HANSEN K3154081 19621 E02 FINK 11 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59.51 2017 Page 1 ID.RY?73Dt7_N7im8V B849_SKzKaVVb-1 TdcppB 1 dzUrISZgz9117ZMJdbwI E Rr?wgSIJVzKZC6 11-0-6 5-1-10 I 10-0-0 14-10-6 20-0-0 1-0-I1 1-0-0 5-1-10 4-10-6 4-10-6 5-1-10 )-0-0 4x6 H Scale'3/16"=1' �¢ ) PRQfi� 4 Co �G[N E'.6- `�<U is G3`'` '9 1, cc 89200PE �1! 19 \ 20 12.00 12 1.5x4 \\ 1.5x4 // 3 5 OREGON �1� tQ '/Y' 142° ± 18 21 EXPIRES: 12/01/2017 011 2 1 IIIIIk6 io 9 16 17 a = 7 3x4= 3x4 - 3x4 = 3x4 = I 6-9-1 I 13-2-15 I 20-0-0 I 6-9-1 6-5-13 6-9-1 Plate Offsets(X,Y)-- 12:0-4-0,0-0-61.16:0-4-0,0-0-6] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.07 8-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.25 Vert(CT) -0.12 8-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.02 6 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:112 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1014/0-5-8,6=1014/0-5-8 Max Horz 2=-316(LC 10) Max Uplift 2=-177(LC 12),6=-177(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1114/225,3-4=-1007/369,4-5=-1007/369,5-6=-1114/225 BOT CHORD 2-9=-178/853,8-9=-34/561,6-8=-64/726 WEBS 3-9=-374/349,4-9=-278/588,4-8=-278/588,5-8=-374/349 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6 Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 10-0-0,Exterior(2)10-0-0 to 13-0-0 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. ���� 6)A plate rating reduction of 20%has been applied for the green lumber members. OF- 4, 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1� ASj�f `i-i , 2=177,6=177. . 1i.-. { 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum 1+ .,,r� sheetrock be applied directly to the bottom chord. " ° ; 51398 4 ,s'`S,tONA , � May 2,2017 NM Ma 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 budding component,notlilt 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 bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing ({ ITe k" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the r�r It ® 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. --_____1 Corona,CA 92880 Job Truss Truss Type Qty Ply 19621 WESTLAND HOMES-LOT 17 HANSEN K3154082 19621 E03 FINK 5 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:52 2017 Page 1 ID RY?73Dt7_N7im8V B849_SKzKa Wb-VgB709Cf0Gciwc80XsGGfmvUP?GRzu598KBrsxzKZC5 I1-0-01 5-1-10 10-0-0 14-10-6 19-9-0 'I-0-0 5-1-10 4-10-6 4-10-6 4-10-10 4x6 I I Scale:3/16"=1' 4 dIhI; jRR F. 3x4 = 4x4= 3x4 = 3x8 II EXPIRES- 12/31/2017 3x4= I 6-9-1 I 13-2-15 19-9-0 I 6-9-1 6-5-13 6-6-1 Plate Offsets(X,Y)— 12:0-4-0,0-0-61,16:0-0-2,0-0-21,16:0-0-4,0-2-91,f6:Edge,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.08 7-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.25 Vert(CT) -0.13 7-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.02 6 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:110 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Right:2x4 DF Std-G Installation guide. REACTIONS. (lb/size) 2=1004/0-5-8,6=926/Mechanical Max Horz 2=305(LC 9) Max Uplift 2=-176(LC 12),6=-147(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1101/224,3-4=-994/368,4-5=-967/379,5-6=-1071/231 BOT CHORD 2-9=-202/827,7-9=-46/534,6-7=-85/679 WEBS 3-9=-373/349,4-9=-277/592,4-7=-276/544,5-7=-347/344 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 10-0-0,Exterior(2)10-0-0 to 13-0-0 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. ORRILL ii 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 4,''.:',9 �JASltt 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) .."19,0,''10."' r3 2=176,6=147. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'A"gypsum sheetrock be applied directly to the bottom chord. -- v°� 51398 „..10' , sioNALS May 2,2017 e 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,notMil 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 [Tek-' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the sa fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle LSafety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply 19621 WESTLAND HOMES-LOT 17 HANSEN K3154083 19621 E04 Common Girder 1 Job Reference o.tional Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:53 2017 Page 1 ID:RY?73Dt7 N7im8VB849_SKzKaWb-zskNEVDH9akZXIjC5anVCzSYcPUeiFIIN xPONzKZC4 5-1-10 10-0-0 -- 14-10-6 20-0-0 5-1-10 4-10-6 4-10-6 5-1-10 4x8 II Scale=1:69.5 3 I 12.00 12 ��{�, O PPQF4. .... 4x6 // 4 �c� : :: ,c�G� ggJS. PE �r' 1 5 MUS26 �� �REGON 4 .(f' Illhka �I o L=�III�III��•111�IIl�21ll�lll�lll■11II11111 11 1 IN Y{�/�"`�' 1 t ,2p vj"T 13 14 8 15 16 7 17 186 19 �� 20 'j'RRIL 8x8 // 4x12 II MUS26 10010 = 4x12 MUS26 8x8 O b MUS26 MUS26 MUS26 MUS26 MUS26 MUS26 EXPIRES: 12/31/2017 MUS26 I 5-1-10 I 10-0-0 1 14-10-6 20-0-0 I 5-1-10 4-10-6 4-10-6 5-1-10 Plate Offsets(X,Y)-- 11:0-4-2,Edge],[2:0-1-4,0-2-01(4:0-1-4,0-2-0],[5:0-4-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.11 6-7 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.77 Vert(CT) -0.23 6-7 >999 180 TCDL 7.0 BOLL 0.0 Rep Stress Incr NO WB 0.93 Horz(CT) 0.06 5 n/a n/a BCDL 10.0 Code IBC20157TP12014 Matrix-MS Weight:256 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G*Except* 3-7:2X4 DF No.1&Btr G WEDGE Left:2x6 SP No.2,Right:2x6 SP No.2 REACTIONS. (lb/size) 1=6499/0-5-8,5=7838/0-5-8 Max Horz 1=287(LC 22) Max Uplift 1=-1238(LC 8),5=-1490(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-7972/1570,2-3=-5492/1201,3-4=-5496/1202,4-5=-8619/1686 BOT CHORD 1-8=-1153/5596,7-8=-1153/5596,6-7=-1121/6066,5-6=-1121/6066 WEBS 3-7=-1527/7245,4-7=-3313/864,4-6=-774/4231,2-7=-2629/739,2-8=-603/3294 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ORRILL 2, 4)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B Partially Exp Ct=1.1 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. "yam O WAS f n'+ 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ' i` " Cox, will fit between the bottom chord and any other members. it.:;.• In , 7)A plate rating reduction of 20%has been applied for the green lumber members. / 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) t 1=1238,5=1490. tlT 9)Use Simpson Strong-Tie MUS26(6-10d Girder,4-10d Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left 51398 Z end to 15-0-12 to connect truss(es)to back face of bottom chord. rs 10) Use Simpson Strong-Tie MUS26(6-10d Girder,6-10d Truss)or equivalent spaced at 2-0-0 oc max.starting at 17-0-12 from the left end to 19-0-12 to connect truss(es)to back face of bottom chord. 7ONAS-, ''� 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard May 2,2017 0Gantinued on oaoe 2 0 IMAM 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,notMt 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 i i'i fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 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 19621 WESTLAND HOMES-LOT 17 HANSEN K3154083 19621 E04 Common Girder 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:53 2017 Page 2 ID:RY773Dt7_N7 im8V B849_SKzKa Wo-zskNEVDH9akZXIjC5anVCzSYcP UeiFIIN_xPONzKZC4 LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-74,3-5=-74,1-5=-20 Concentrated Loads(Ib) Vert:6=-1205(B)7=-1187(B)13=-1187(B)14=-1187(B)15=-1187(B)16=-1187(B)17=-1187(B)18=-1187(B)19=-1470(B)20=-1471(B) 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 'Tek'' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIt 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 19621 WESTLAND HOMES-LOT 17 HANSEN K3154084 19621 F01 Common Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:54 2017 Page 1 ID:RY?73Dt7_N7im8V8849_SKzKaWb-R2IIRrEvwusQ9vlOfHlklB_s5o?GRuLRcegywgzKZC3 1-0-0 7-6-0 15-0-0 1I5-11 I 1-0-0 7-6-0 7-6-0 0-11-4 4x4 = Scale=1:50.7 8 9 !-a p - 12.00 12 6 1° 4J\-J` C`i1 N ..:` 0 5 11 89200I-E 4 Ilk 3z II� 14 0 14,2-°: v7V" 3x4 =26 25 24 23 22 21 20 19 18 17 16 3x4 EXPIRES: 12/31/2017 15-0-0 15-0-0 Plate Offsets(X,Y)— [2:0-2-6,0-1-81,114:0-2-6,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) 0.00 15 n/r 120 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 15 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.00 14 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-S Weight:109 lb FT=20% BCDL 10,0 g LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 15-0-0. (Ib)- Max Horz 2=243(LC 11) Max Uplift All uplift 100 lb or less at joint(s)2,14,21,22,24,26,20,18,16 except 23=-101(LC 12), 25=-101(LC 12),19=-103(LC 13),17=-100(LC 13) Max Gray All reactions 250 lb or less at joint(s)2,14,21,22,23,24,25,26,20,19,18,17,16 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-293/196,13-14=-256/207 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Corner(3)-1-0-0 to 2-2-0,Exterior(2)2-2-0 to 7-6-0,Corner(3)7-6-0 to 10-6-0 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. Q W�SI��1 I } 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. , J 10) A plate rating reduction of 20%has been applied for the green lumber members. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,14,21,22,24, Y 26,20,18,16 except(jt=lb)23=101,25=101,19=103,17=100. YO rr ISM � ONAL ern May 2,2017 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 9� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' j/` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ® nn fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 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 19621 WESTLAND HOMES-LOT 17 HANSEN K3154085 19621 GO1 Common Supported Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:55 2017 Page 1 ID:RY?73Dt7_N7im8VB849_SKzKaWb-vFs7fBEYhB_Hn3sbC7pzHOX1gCLXANbbgIQVSGzKZC2 -1-0-0 500 1000 111 00 1-0-0 5-0-0 5-0-0 1-0-0 4x4 = Scale=1:37.0 6 LI 12.00 12 5 �C..•+,' �'f � °"7 ,. ,Mn 4 8 : Ct CDJ20Vr-E { yr Ail liiL 3 6 9 IlL -y OREGON N V✓ et 2 a i Iiia Y i Y Y r , 10 11 r4716 'fi'7' �"n.�r� tt '0` - a �V:O�. .�:� �:vtak 6 t l r't 1 L1- 1 3x4 = 18 17 16 15 14 13 12 3x4= EXPIRES. 12/3112017 1 10-0-0 I 10-0-0 Plate Offsets(X,Y)— 12:0-2-6,0-1-8],[10:0-2-6,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) 0.00 11 n/r 120 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 11 n/r 120 TCDL 7.0 Rep Stress Ina YES WB 0.05 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-S Weight:62 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 10-0-0. (lb)- Max Horz 2=-172(LC 10) Max Uplift All uplift 100 lb or less at joint(s)2,10,16,18,14,12 except 17=-105(LC 12),13=-106(LC 13) Max Gray All reactions 250 Ib or less at joint(s)2,10,15,16,17,18,14,13,12 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Corner(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 5-0-0,Corner(3)5-0-0 to 8-0-0 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 1-4-0 oc. OR-RILL 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ti 4 WASIN will fit between the bottom chord and any other members. C� <�'; 10) A plate rating reduction of 20%has been applied for the green lumber members. .� .. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)2,10,16,18,14, y 12 except(jt=lb)17=105,13=106. r° 4, 5139$ >~;,` May 2,2017 _ 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 g 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 IT k5 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 6 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 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 4 I Job Truss Truss Type Qty Ply 19621 WESTLAND HOMES-LOT 17 HANSEN K3154086 19621 G02 Common Girder 1 2 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10.59:56 2017 Page 1 I D:RY?73Dt7_N7im8V B849_SKzKa Wb-ORQ Vs WFASV68ODRnm iLCgc49wcXtvgXk3y93?izKZCI 5-0-0 ---- ----- 10-0-0 { 5-0-0 5-0-0 4x6 I I Scale=1'38.3 2 12.00 112 PRoy^ ` ,.. 'c7~C? NGINE 9 /( 6 89200PE r- t:::) ' 1 • 3 L , OREGON X10 I In I I II omo ► I % -4}- 14 � \ - . IMI 9 104 11 12 lit �y + 'S } JUS26 JUS26 JUS26 +-7 R L — 4x6 = 3x8 I I 4x6= JUS26 JUS26 EXPIRES' 12/3112017 I 5-0-0 I 10-0-0 I 5-0-0 5-0-0 Plate Offsets(X,Y)-- 11:0-3-6,0-2-01,(3:0-3-6,0-2-01,[4:0-4-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.04 4-8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.67 Vert(CT) -0.09 4-8 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.65 Horz(CT) 0.01 3 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MS Weight:95 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Std G REACTIONS. (lb/size) 1=2759/0-5-8,3=2713/0-5-8 Max Horz 1=-143(LC 21) Max Uplift 1=-476(LC 8),3=-468(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2444/481,2-3=-2443/480 BOT CHORD 1-4=-267/1684,3-4=-267/1684 WEBS 2-4=-499/2934 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide RR ILL, will fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. `� O WASJ� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) �f j. '0 1=476,3=468. ;, 9)Use USP JUS26(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-11-4 from the A,.--✓'" left end to 8-11-4 to connect truss(es)to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. '-o LOAD CASE(S) Standard �� 4,51348 W 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 "'w' 'ISM p. Cly Uniform Loads(plf) 'eSs, 14'01 Vert:1-2=-74,2-3=-74,1-3=-20 May 2,2017 Continued on page WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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,not1111 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 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 19621 WESTLAND HOMES-LOT 17 HANSEN K3154086 19621 G02 Common Girder 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:56 2017 Page 2 I D:RY?73Dt7_N7im8VB849_SKzKa Wb-ORQVsWFASV68OD Rnm iLCgc49wcXtvgXk3y93?izKZC 1 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:4=-906(F)9=-907(F)10=-906(F)11-906(F)12=-906(F) e 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 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 r Job Truss Truss Type Qty Ply 19621 WESTLAND HOMES-LOT 17 HANSEN K3154087 19621 KO1 GABLE 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:56 2017 Page 1 ID:RY773Dt7_N7im8VB849 SKzKaWb-ORQVsWFASV68ODRnmiLCgc4B1cflvmHk3y937izKZC1 1-0-0 6-0-0 12-0-0 13-0-0 1-0-01 6-0-0 _ 6-0-0 _-- 11001 4x12 I I Scale=1:43.4 3x4// 3 A 3x40 P R 0 r 3x4/i 3x4 \\ ` ,,`G.1tY h 12.00 12 ,G rZ's gy7`� rn�/�r+�: /0. . Fr,.. 3x4 //24 25 ' 892OO E 1{ ,n - 11\4 3x4\\ vi 23 . 6 Ill26 5x6 - OREGON". �$ 2 4 /'j p 14,V p` 61 &I 5 Eril 5x6 o EXPIRES: 12/31/2017 5x6// I 6-0-0 I 12-0-0 6-0-0 6-0-0 Plate Offsets(X,Y)- F2:0-0-4.0-2-5],[4:0-0-4.0-2-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.02 6 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.13 Vert(CT) -0.05 6-17 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.05 4 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-AS Weight:81 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing OTHERS 2X4 DF Std G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=633/0-5-8,4=633/0-5-8 Max Horz 2=195(LC 11) Max Uplift 2=-122(LC 12),4=-122(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-862/74,3-4=-866/146 BOT CHORD 2-6=-39/691,4-6=-31/687 WEBS 3-6=0/692 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 6-0-0,Exterior(2)6-0-0 to 9-0-0 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 1.5x4 MT20 unless otherwise indicated. F �' 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. WASE . '�*: 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide f will fit between the bottom chord and any other members. .Z r� �' 9)A plate rating reduction of 20%has been applied for the green lumber members. ,,1:14. F Z.. ,,- 10) Bearing at joint(s)2,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. ) 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) .ci 2=122,4=122. 51398 .e 12)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum (), 4>GIS r , v sheetrock be applied directly to the bottom chord. 1 ONAL May 2,2017 ® i WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nur 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 7Vi Ak* AiT is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the BrEs fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,D5B-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 19621 WESTLAND HOMES-LOT 17 HANSEN K3154088 19621 K02 Scissor 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:57 2017 Page 1 ID.RY?73Dt7_N7im8VB849_SKzKaWb-sd_u4sGoCpE?oNOzKPsRMpcKZOzaeD1ulcvcX8zKZC0 1-0-0 _ 6-0-0 - 12-0-0 13-0-0 1-0-0 I 6-0-0 I 6-0-0 1-0-0 4x6= Scale=1:43.0 3 RI 12.00 112 `C�y s..GINE4- , / ,4 � �„ ,5 Ccs`' 89200PE �+' 16 13 6 5x6 II v ` " - OREGON ^�t mi 01 : 6.00 12 ►a o ,...r�3 R.1ft- .. .. 4x4 4x4 EXPIRES: 12/31/2017 6-0-0 12-0-0 6-0-0 6-0-0 Plate Offsets(X,Y)-- f2:0-1-8,Edge],[4:0-1-8,Edgel LOADING (ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL(Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.23 Vert(LL) 0.05 6-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.26 Vert(CT) -0.09 6-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.04 4 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-AS Weight:52 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 2=638/0-5-8,4=638/0-5-8 Max Horz 2=201(LC 11) Max Uplift 2=-117(LC 12),4=-117(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-958/86,3-4=-958/159 BOT CHORD 2-6=-58/737,4-6=-43/729 WEBS 3-6=0/759 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.11;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 6-0-0,Exterior(2)6-0-0 to 9-0-0 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. a 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. T,R.IZILL Jas 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Bearing at joint(s)2,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify i� .O WAST ..e)=. capacity of bearing surface. `` ' c". `�' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) M 2=117,4=117. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and h"gypsum sheetrock be applied directly to the bottom chord. 1r e .„? 51`348 ry, ''Grs�v 42 May 2,2017 e 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,notMit 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 f i\ fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl 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 19621 WESTLAND HOMES-LOT 17 HANSEN 19621 K03 Scissor 5 1 K3154089 Job Reference o.tional Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:58 2017 Page 1 ID:RY?73Dt7_N7im8VB849_SKzKaVVb-KgYGHCHQz6MreXbAu7Ngv19UnQJJNgg1XGeA3bzKZC? 1-0-0 6-0-0 11-5-8 1II 1-0-0 - 6-0-0 _ 558 -- 4x6 = Scale=1:40.9 3 M 's,-9` 4 PfiiOF .0 12.00112 96 \ .017 .,‘G /{ 15 5II 3xa o ' $9200PE (- 14 6 5x6 = In QC 5 Ti.6 ,,OREGON b,, ,4.,..4f. 2Q� 61 2 \I 'c=. ,ice ``j�,[�y1r^4,11 le;�,.. 6.00 12 o Io Fl I�t:t5-8,- M. 3x811 4x4 EXPIRES- 12/31/2017 6-0-0 I 11-5-8 I 6-0-0 5-5-8 Plate Offsets(X,Y)-- [2:0-1-8,Edgej,[5:0-1-14.0-0-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) 0.06 6-13 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.22 Vert(CT) -0.10 6-13 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.29 Horz(CT) 0.05 5 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:51 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. SLIDER Right 2x4 DF No.1&Btr-G 2-6-0 REACTIONS. (lb/size) 5=535/Mechanical,2=616/0-5-8 Max Horz 2=189(LC 9) Max Uplift 5=-91(LC 12),2=-113(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-890/125,3-5=-803/196 BOT CHORD 2-6=-98/647,5-6=-88/632 WEBS 3-6=-41/665 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 6-0-0,Exterior(2)6-0-0 to 9-0-0 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0 1 ILL ,i3 will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. .4.N-'9 o - I/( ��� 7)Refer to girder(s)for truss to truss connections. "S. ;,,tt, .. ..p 8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify A� - C capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) 2=113. / 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum "C 51398 4 sheetrock be applied directly to the bottom chord. {� I T Cly .,4 11S'1 May 2,2017 A 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 Ma ll 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 Mask' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the GRR.. fabricationstorage,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 r r --i Job Truss Truss Type Qty Ply 1 19621 WESTLAND HOMES-LOT 17 HANSEN K3154090 19621 L01 Common Structural Gable 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:59 2017 Page 1 ID:RY?73Dt7_N7im8V B849_SKzKa Wb-o06eUYH2ko U i FgAM Rquvs EiiGphQ6ACB IwOjb1 zKZC_ 1-1-0-0 i 4-11-8 _ 9-11-0 110-11-0 1-0-0 4-11-8 4-11-8 1-0-0 4x12 11 Scale=1:41.3 3x4// 3 3x4 V" �-yp t�[� 3x4 // ��� 1'"11�!'4 • 3x4 f�t 12.00 12 ` � ` G17VE / ... 3x4 /i p(� r�r�p N ` 3x4 f7'JVti:74-.E, -0-_,... � rn 23 24 1 z 4cr 4OREGON 4k �1 1 aill li I 5 Im CB o /d Al}- 14 ro2 I �1 6 �� ill EPR10- szf 4x6 = 4x6= EXPIRES: 13/31/?417 I 4-11-8 I 9-11-0 I 4-11-8 4-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.01 6-17 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.10 Vert(CT) -0.02 6-17 >999 180 TCDL 7.0 Rep Stress!nor YES WB 0.08 Horz(CT) 0.00 4 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-AS20% BCDL 10.0 Weight:74 lb FT= LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing OTHERS 2X4 DF Std G be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=535/0-5-8,4=536/0-5-8 Max Horz 2=-165(LC 10) Max Uplift 2=-108(LC 12),4=-108(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-426/107,3-4=-426/106 BOT CHORD 2-6=-56/263,4-6=-56/263 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 4-11-8,Exterior(2)4-11-8 to 7-11-8 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 1.5x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �k.R LL 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide , will fit between the bottom chord and any other members. WASJ 1 1 ,e),- 9)A plate rating reduction of 20%has been applied for the green lumber members. 1. , 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) i►�` .N ,. C1 -p 2=108,4=108. '. C.)..4--11) This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and h"gypsum ,. ' sheetrock be applied directly to the bottom chord. lor ,P 5139$ 44 May 2,2017 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekib connectors.This design is based only upon parameters shown,and is for an individual building component,notIIII a truss system.Before use,the building designer must venfy 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'k'' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the iC 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 I I Job Truss Truss Type Oty Ply 19621 WESTLAND HOMES-LOT 17 HANSEN K3154091 19621 L02 Common 3 1 Job Referencejgptional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 10:59:59 2017 Page 1 I D:RY773Dt7_N7im8V B849_SKzKa Wb-o06eUYH2kQ UiFgAMRquvS EihFpgg6AxBlwOjbl zKZC_ 10-0 _. __ 4-11-8 __ _ 9-11-0__ __ 110-11-0{ 1-0-0 4-11-8 4-11-8 - 1-0-0 4x4 = Scale=1:36.6 3 cc /2.00h6L. ,so, *1nN 9 /(,o 14 "cc 89200PE �C� 4 / 2fl\6 PJ 01 5 N RR PRIX-.1 3x4 = 1.5x4 11 3x4 = EXPIRES: 12/31/2017 I 4-11-8 I 9-11-0 I 4-11-8 4-11-8 Plate Offsets(X,Y)-- 12:0-2-6.0-1-8],[4:0-2-6.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) 0.02 6-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.15 Vert(CT) -0.04 6-9 >999 180 TCDL 7.0 Rep Stress Ina- YES WB 0.09 Horz(CT) 0.00 4 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-AS Weight:43lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied. WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=540/0-5-8,4=540/0-5-8 Max Horz 2=-171(LC 10) Max Uplift 2=-104(LC 12),4=-104(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-487/132,3-4=-487/132 BOT CHORD 2-6=-7/292,4-6=-7/292 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 4-11-8,Exterior(2)4-11-8 to 7-11-8 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1.-R.tLL 2=104,4=104. 4.<;), iv .\.l `-t 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. a O,Q -P -` - I . ,' r b 51398 May 2,2017 a , WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit 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 Ak5 is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the wri fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 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 ( f Job Truss Truss Type Qty Ply 19621 WESTLAND HOMES-LOT 17 HANSEN K3154092 19621 X01 MONO TRUSS 14 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 11:00.00 2017 Page 1 ID:RY?73Dt7_N7im8VB849_SKzKaVvb-GCgOiulgVkcZtqlY?YP8_SEpPD1 NrddK_a7G7TzKZBz -1-0-0 3-11-8 1-0-0 3-11-8 Scale=1:27.5 1.5x4 H 4 11 el 1.1 • 12.00 12 „.' �,Ltr1PROp L" 89200PE 2 , OREGON 1.0S 1 ' 'i f3R10- 354 = 1.5x4 l l EXPIRES: 12/31/201Z 3-11-8 3-11-8 Plate Offsets(X,Y)-- [2:0-2-6.0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.01 6-9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.12 Vert(CT) -0.02 6-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MP Weight:20 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=256/0-5-8,6=190/Mechanical Max Horz 2=188(LC 11) Max Uplift 2=-28(LC 12),6=-97(LC 12) Max Gray 2=256(LC 1),6=223(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wnd:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. RR/�� 7)Refer to girder(s)for truss to truss connections. �}4 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6 . ov WASr�I f� 51398 ' ° fsr ' `U May 2,2017 s n 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 ANSI/TPI1 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 7 t Job Truss Truss Type Qty Ply 19621 WESTLAND HOMES-LOT 17 HANSEN K3154093 19621 X02 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 11:00:01 2017 Page 1 ID'RY?73Dt7_N7im8VB849_SKzKaWb-kPDOvEJIG1 kQV_KIZFwNXfn_4dNZa4tTDEtgfwzKZBy 3-11-8 3-11-8 Scale=1:25.1 1.5x4 H 3 2 • 12.00 �12 10 -``CEO PROF' '`c 89200P per" 9 cr i 40 OREGON A. 5 "`Fl Fl 11—� 1.5x4 11 4 3x4 = EXPIRES- 12/31/2017 I 3-11-8 I 3-11-8 Plate Offsets(X,Y)-- [1:0-2-6,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) 0.02 5-8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.12 Vert(CT) -0.03 5-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MP Weight:18 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=172/0-5-8,5=200/Mechanical Max Horz 1=169(LC 11) Max Uplift 1=-11(LC 8),5=-105(LC 12) Max Gray 1=195(LC 20),5=233(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.H;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide= mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 1051t.RIL L vN9 CPV WAS y- - ; goir i . j' Ako ,I 51398 4, ° c'GrsTsW ,'S70h/ALS' May 2,2017 a t MINIM WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mg 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 iT k* is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the 66 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 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 r I ---] Job Truss Truss Type Qty Ply 19621 WESTLAND HOMES-LOT 17 HANSEN K3154094 19621 X03 MONO TRUSS 1 1 Job Reference o.tional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 11:00:01 2017 Page 1 I D:RY?73Dt7_N7im8V B849_SKzKa Wb-kP DOv EJ I G 1 kQV_KIZFwNXfn_4dNYa4tTD EtgfwzKZBy 3-11-8 3-11-8 Scale=1:25.1 1.5x4 II 3 A41 ii ' 89200P eve 5 RRIL�- om 1.5s4 4 3x4 = EXPIRES: 12/31/2017 3-11-8 3-11-8 Plate Offsets(X,Y)-- [1:0-2-6,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) 0.02 5-8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.13 Vert(CT) -0.03 5-8 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:18 lb FT=20% BCDL 10.0 g LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=172/0-5-8,5=200/Mechanical Max Horz 1=169(LC 11) Max Uplift 1=-11(LC 8),5=-105(LC 12) Max Gray 1=195(LC 20),5=233(LC 19) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) Lt.It.iL,r 5=105. '� ?0.4" 51398,.„,-1 .,44, t ('CIST' R ' s6'/ONALS c3 May 2,2017 � m WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. lei 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 MIT is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 71 K k* fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS1/TPI1 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 1. I 1 Job Truss Truss Type Qty Ply 1 1 19621 WESTLAND HOMES-LOT 17 HANSEN Job Reference(optional) K3154095 19621 XCG MONO TRUSS I -1-5-0 Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 11:00:02 2017 Page 1 ID:RY?73Dt7_N7im8VB849_SKzKaWb-Cbnn7aKx1 LtH78vx7zRc3tKAt1 hiJX7dRucNBMzKZBx 3-0-1 _ 5-5-11 1-5-0 3-0-1 2-5-10 Scale=1:27.3 1.5x4 II 4 3 8.49 12 Special , )..PR QrrS Special V 11 �`� , GINE. '�(' . `r 89200PE 1-_,, c- 21 2 , , i j UFiEGUN1 l 1 LSSH 15-TZ 6 `+'t t--�.IC 4 4x4 - 3x4 II 5 Special EXPIRES: 12/31/207 I 5-5-11 5-5-11 TCLLLOADING (ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.26 Vert(LL) 0.02 6-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.19 Vert(CT) -0.04 6-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-MP Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-5-11 oc purlins, BOT CHORD 2X6 DF No.2 G except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=365/0-5-8,6=259/Mechanical Max Horz 2=184(LC 7) Max Uplift 2=-81(LC 8),6=-100(LC 5) Max Gray 2=365(LC 1),6=289(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 15.5 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except(jt=lb) tR.rLL 6=100. 9)Use USP LSSH15-TZ(With 10d nails into Girder&NA9D nails into Truss)or equivalent at 2-9-8 from the left end to connect y\ t?-WAS j 4+ truss(es)to front face of bottom chord,skewed 45.0 deg.to the left,sloping 0.0 deg.down. j 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)92 lb down and 88 lb up at * '4.- 2-9-8,and 92 lb down and 88 lb up at 2-9-8 on top chord. The design/selection of such connection device(s)is the responsibility J j, of others. 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 'lel LOAD CASE(S) Standard �'{ 4$��� w 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 .e �'fST R Uniform Loads(plf) �7ONAT.V1 Vert:5-7=-20,1-3=-74,3-4=-74 May 2,2017 Continued on Daae 2 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 budding component,not a truss system.Before use,the budding 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 rYi p R AjT !.° 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 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 19621 WESTLAND HOMES-LOT 17 HANSEN K3154095 19621 XCG MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 11:00:02 2017 Page 2 ID:RY?73Dt7_N7im8VB849_SKzKaWb-Cbnn7aKx1 LtH78vx7zRc3tKAt1 hiJX7dRucNBMzKZBx LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:10=-5(F=-2,B=-2) WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mit Design valid for use only with MiTekm 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the � ki`x fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 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 A L i Job Truss Truss Type Oty Ply 19621 WESTLAND HOMES-LOT 17 HANSEN K3154096 19621 XJ1 Jack-Open 2 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 11:00:02 2017 Page 1 ID:RY?73Dt7_N7im8VB849_SKzKaWb-Cbnn7aKx1LtH78vx7zRc3tKExlk3JX7dRucNBMzKZBx -1-0-0 1-11-11 1-0-0 1-11-11 Scale=1:17.6 311 12.00 112 r-{iVD 1"R 0,r4- S.... N a N C. I 89200PE c 2 rAmommil Y A OREGON 4, 3x4 = FIRIO" EXPIRES: 12/31/2017 1-11-11 i 1-11-11 Plate Offsets(X,Y)-- 12:0-2-6.0-1-81 TCLLLOADING (ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.06 Vert(LL) 0.00 7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 7 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-MP Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=53/Mechanical,2=185/0-5-8,4=20/Mechanical Max Horz 2=126(LC 12) Max Uplift 3=-58(LC 12),2=-22(LC 12) Max Gray 3=61(LC 20),2=185(LC 1),4=34(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. RFLL 4 .4\ ..ao WA4.÷ � 01( 0 it , 110J , + sSIONAL May 2,2017 4 w 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 g 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/TPIj 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 19621 WESTLAND HOMES-LOT 17 HANSEN K3154097 19621 Y01 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 11:00:04 2017 Page 1 ID:RY?73Dt7_N7im8VB849_SKzKaWb-9_vXYGLBZy7?MS2JEOU491PZLgOznRdwvC5UGFzKZBv 1-11-8 1-11-8 Scale=1:15.0 3 1.5x4 II 2 1200 12 111 PRop: N R cc 89200PE 1-" 1 MNIIIME A ,OREGON t '', .44- 14,2.a'* �,- -, 5 4 'RRiv.\-- 4 304 = 1.5x4 H EXPIRES: 12/31/2017 I 1-11-8 I 1-11-8 Plate Offsets(X,Y)-- 11:0-2-6,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/det) L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 5-8 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 5-8 >999 180 TCDL 7.0 Rep Stress InYES WB 0.00 HorzCT 0.00 1 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix-MP Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=113/0-5-8,4=233/Mechanical Max Horz 1=82(LC 11) Max Uplift 1=-3(LC 8),4=-66(LC 12) Max Gray 1=119(LC 38),4=248(LC 37) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)A plate rating reduction of 20%has been applied for the green lumber members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)164 lb down and 22 lb up at r�� 1-11-6 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. r(L 4, LOAD CASE(S) Standard ,-1S9 ®v WASir4t ,, 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 .gi e- Uniform Loads(plf) ! 4/-0":-*, 'C'>, •.. Q ,i Vert:4-6=-20,1-2=-74,2-3=-74N Concentrated Loads(Ib) A, Vert:5=-162 or 51398 - °.h. .'cjs"'ISM, ,- IONTAL'0 May 2,2017 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,notMr 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 " ' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the i 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 19621 WESTLAND HOMES-LOT 17 HANSEN K3154098 19621 Y02 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110$Apr 13 2017 MiTek Industries,Inc. Tue May 2 11:00:05 2017 Page 1 ID:RY?73Dt7_N7im8V B849_SKzKa Wb-dATvlbMpKG Fs_bd Wo5?JhVyk8EluWus38rr1 ohzKZB u -1-0-0 1-11-8 1-0-0 1-11-8 Scale=1:17.5 4 1.5x4 I I 3 0011 1 12.00 112 04 114=3 "RQP( 89200PE 2 ' A B 7 4„OREGON\� £5 3x4 - 1.5x4 + EXPIRES- 12/31/2017 1-11-8 1-11-8 Plate Offsets(X,Y)-- [2:0-2-6.0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) 0.00 9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 6 >999 180 TCDL 7.0 Rep Stress!nor YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 * Code IBC2015/TP12014 Matrix-MP Weight:11 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=184/0-5-8,5=73/Mechanical Max Horz 2=101(LC 11) Max Uplift 2=-41(LC 12),5=-37(LC 9) Max Gray 2=184(LC 1),5=88(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,5. R12ILL �7 WAS,Liz � ,jor, 4011 • 51398 4b1sTVW -447 May 2,2017 e p 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 MiTek8l connectors.This design is based only upon parameters shown,and is for an individual building component,notMit a truss system.Before use,the budding 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 r'7l fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 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 1 v- g Job Truss Truss Type Qty Ply 19621 WESTLAND HOMES-LOT 17 HANSEN K3154099 19621 Y03 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries.Inc. Tue May 2 11:00:05 2017 Page 1 I D:RY?73D17_N7 im8V B849_SKzKa Wb-dATvlbMpKG Fs_bdWoS?JhV yk6EluWus38rr1 ohzKZBu -1-0-0 1-11-8 1 -4 1-0-0 -----4 1 1 11 8 Scale=1:17.5 4 1.5x4 II 3 12.00112 , �r G�..P R 0E4- `� S SG-'CkGI E 0�� ss 's 89200PE r- 2 _ ■ i 4 6 -yG 4 OREGON _' 1 5 i6 -q L�1[74y,ZCy 3x4 = 1.5x4iiii:11 ":+i R.t L EXPIRES: 12/31/2017 1 1-11-8 I 1-11-8 Plate Offsets(X,Y)-- 12:0-2-6.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) 0.00 9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TP12014 Matrix-MP Weight:11 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=184/0-5-8,5=73/Mechanical Max Herz 2=101(LC 11) Max Uplift 2=-41(LC 12),5=-37(LC 9) Max Gray 2=184(LC 1),5=88(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,5. RR-ILL 4, 40 .C3 WA ‘srjy ,c',.d or -/"r ,, 4, 51398 >r; May 2,2017 d 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,notMit 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 ANSUTPII 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 N 4 Job Truss Truss Type Oty Ply 19621 WESTLAND HOMES-LOT 17 HANSEN K3154100 19621 - ZO1 MONO TRUSS 1 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 11:00:06 2017 Page 1 ID:RY?73Dt7 N7im8VB849_SKzKaWb-5M1HyxNR5aNjblCiMoWYEjUvse57FL6CMVabK7zKZBt -1-0-0 1-11-8 1-0-0 1-11-8 Scale=1:17.5 172.001T2- 1 54 4 pG Gl N �C /`� 89200PE ��". , RECD©.� 41 111111. 04,;: 14.1'1P U R1 A- EXPIRES: 12/31/2017 1 1-11-8 1 1-11-8 Plate Offsets(X,Y)-- [2:0-2-6.0-1-8] TCLLLOADING (ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Lid PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.07 Vert(LL) 0.00 9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-MP Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=184/0-5-8,5=73/Mechanical Max Horz 2=101(LC 11) Max Uplift 2=-41(LC 12),5=37(LC 9) Max Gray 2=184(LC 1),5=88(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Corner(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,5. ,1ARILL '4 SOV ,'WAS/ l' € +' _ .. anp 51398 4: Si iNAL May 2,2017 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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/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 19621 WESTLAND HOMES-LOT 17 HANSEN K3154101 19621 Z02 MONO TRUSS 7 1 Job Reference(optional) Pacific Lumber&Truss Co., Beaverton,OR 97005 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue May 2 11:00:06 2017 Page 1 ID RY773Dt7_N7im8VB849_SKzKaVVb-5M1 HyxNR5aNjblCiMoWYEjUvue57FL6CMVabK7zKZBt -1-0-0 1-11-8 1-0-0 1-11-8 Scale=1:17.5 1/W. 54 11 4 89200PE co PROPk- �r- 011211111111., li CC � , C}FiEGON �' 0 14,`41 , V,.,.1:1 R.11—k"' EXPIRES- 12/31/2017 1 t-11-8 I 1-11-8 Plate Offsets(X,Y)-- [2:0-2-6,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) 0.00 9 >999 240 MT20 220/195 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 6 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCLL 0.0 Code IBC2015/TPI2014 Matrix-MPo BCDL 10.0 Weight:11 lb FT=20/o LUMBER- BRACING- TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-11-8 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. WEBS 2X4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=184/0-5-8,5=73/Mechanical Max Horz 2=101(LC 11) Max Uplift 2=-41(LC 12),5=-37(LC 9) Max Gray 2=184(LC 1),5=88(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed; MWFRS(envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,5. " i'^ 'i'''L j) ,-,6� _51398 '9 0.rST May 2,2017 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 6 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 Niel( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the II fabrication,storage,delivery,erection and bracing of trusses and truss systems,see AN51/TPl1 Quality Criteria,DSB-89 and BC51 Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION ,1-1 3/4' Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I (Drawings not to scale) Damage or Personal Injury r�� Dimensions are in ft-in-sixteenths. U� Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 0'1/16" c1-2 c2-3 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves may bracinrequgireshoubradbe cocing,ornsidalternativeeredTor I .. l . O i 1.•••Appy1 U 3. Never exceed the design loading shown and never R � U stack materials on inadequately braced trusses. O 0 For 4 x 2 orientation,locate C7-8 c6-7 cs-s C5-60 4. Provide copies of this truss design to the building designer,erection supervisor,property owner and plates 0- /,4'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from 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. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-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,sizeorientationplating andrequirlocationements.dimensions indicated are minimum LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that ie, 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 BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. II Indicates location where bearings (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved 16.Do not cut or alter truss member or plate without priorapproval of an engineer. ■1=10 reaction section indicates joint IMIMII � number where bearings occur. 17.Install and load vertically unless indicated otherwise. _� Min size shown is for crushing only. �� lii.ill.1 0 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal Mil 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. snot sufficient. M 1#Te ke BCSI: Building Component Safety Information, • 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/-PI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015