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Plans (20) mo MSS 1 i MiTek MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: B1600324 PLH- 1814 Aria D The truss drawing(s)referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild West- Beaverton, OR. Pages or sheets covered by this seal: K3512807 thru K3512866 My license renewal date for the state of Oregon is December 31, 2017. \��ED PROprts, 5 �NGINEF� 89200PE t' c) OREGON A.yG , /0 '9Y 14,20 0- �FRRIL- August 3,2017 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. p MiTek' MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: B1600324 PLH- 1814 Aria D The truss drawing(s)referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by ProBuild West- Beaverton,OR. Pages or sheets covered by this seal: K3512807 thru K3512866 My license renewal date for the state of Washington is May 16,2019. jRRILL 4,4) of WAS/ ti>, r 11 � �51398 ki 4, G73TER August 3,2017 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 'PLH-1814 Aria D K3512807 B1600324 A01 California Girder 1 1 Job Reference(optional) Prb-guild Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:42 2017 Page 1 ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-iRmOjjSXP_8PqunCKZF1 H7hw4bh4cUJTOcLIYgyrZ13 11-0 5-7-9 I 10-4-8 1 12-7-3 i 19-8-12 27-1-9 34-1-1 34f1-7 40-0-0 4710-0 i-0-0 5-7-9 4-8-15 2-2-11 7-1-9 7-4-13 6-11-8 0-4-6 5-6-9 i-0-d Scale=1:76.2 5x6 = 4 "I 8.00 12 5x8 '� 5x12 MT18H illiN, 5x6 — 4x8 = 5x10= 5x6= 3 ` 9 10 11 `' - ffa 6a NI as 6a 6a 6a 6a 7 •,8 1 22 23 A� 25 26 27` V 4 e %_..4441A .0 2 12 yT1 J. n nn fin ]31-74 nu nn n �\ Y a 3x6 — 2019 18 17 14 28 29 16 15 30 31 32 33 34 35 4x6 2x4 3x10— 4x8 3x6 LUS24 LUS24 4x8— LUS24 LUS24 4x4= LUS24 LUS24 4x8 = LUS24 LUS24 LUS24 LUS24 I 5-7-9 I 12-7-3 I 19-8-12 27-1-9 I 34-5-7 40-0-0 I 5-7-9 6-11-10 7-1-9 7-4-13 7-3-14 5-6-9 Plate Offsets(X,Y)-- [2:0-3-8,0-1-8],[3:0-4-0,0-2-0],[7:0-2-13,0-3-0],[8:0-4-0,Edge],[9:0-2-4,0-2-8],[10:0-3-0,0-3-8],[11:0-3-8,0-2-8],[15:0-3-4,0-2-0],[17:0-4-0,0-1-8],[19:0-2-8 ,0-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) 0.09 14-15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.41 Vert(TL) -0.18 14-15 >999 180 MT18H 220/195 TCDL 7.0 Rep Stress Ina NO WB 0.56 Horz(TL) 0.03 12 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 BCDL 10.0 (Matrix) Weight:234 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 4-3-10 oc fatritns,except 8-11:x62xN F No.2 2-Rigid cce purlins directly (4-10-10 mor 3-11.0 �E0 P R OF6-0 BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-D oc br- 2-18:2x4 DF No.1&Btr G WEBS 1 Row at midpt 9-15 WEBS 2x4 DF Std G*Except* JOINTS 1 Brace at Jt(s):6,5 \� ,. [NEFR �O"0" 9-15:2x4 DF No.1&Btr G MiTek recommends that Stabilize - �7quirefq Awing_ y`, be installed during truss erection, '•'�rdancebl t)aF�lj it... Installation guide. REACTIONS. (lb/size) 2=742/0-5-8,17=2813/0-5-8,12=1386/0-5-8 Max Horz 2=-218(LC 23) Max Uplift2=-277(LC 25),17=-1273(LC 9),12=-690(LC 9) Q Max Gray 2=777(LC 16),17=2813(LC 1),12=1386(LC 1) -y OREGON R FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. G/� Y 14, L� P+� TOP CHORD 2-3=-1000/347,3-5=-693/586,5-6=-693/586,6-7=-693/586,7-8=-763/479, /1/f� 8-9=-771/480,9-21=-1819/1189,21-22=-1819/1189,22-23=-1819/1189, R R I, 10-23=-1819/1189,10-24=-1615/977,24-25=-1615/977,25-26=-1615/977, 26-27=-1615/977,11-27=-1615/977,11-12=-2060/1101 BOT CHORD 2-20=-323/910,19-20=-326/904,18-19=-630/337,17-18=-629/337,17-28=-630/337, EXPIRES: 12/31/2917 28-29=-630/337,16-29=-630/337,15-16=-630/337,15-30=-1137/1819,30-31=-1137/1819, 31-32=-1137/1819,32-33=-1137/1819,14-33=-1137/1819,14-34=-824/1627, 34-35=-824/1627,12-35=-824/1627 WEBS 3-20=0/276,3-19=-390/276,6-19=-296/229,9-19=-222/1208,9-17=-2543/1389, 9-15=-1494/2657,10-15=-899/850,10-14=-316/375,11-14=0/551 _ORRILL 4, NOTES- 4N9 0V WAS41. y J, 1)Wind:ASCE 7-10;Vult=14omph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �G, • (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 .a. i 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 illiPfile--+ '/ "" 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. --„z 4)Provide adequate drainage to prevent water ponding. A /yi',r 5)All plates are MT20 plates unless otherwise indicated. 51398 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. X24 �' G/STER� '' 7) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �s Cy fit between the bottom chord and any other members. SIGNAL V-' 8)A plate rating reduction of 20%has been applied for the green lumber members. Continued on page 2 August 3,2017 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7477 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 1111 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 ANSIITPl1 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 PLH-1814 Aria D -` r K3512807 81600324 A01 California Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:42 2017 Page 2- ID:EW9PIDLs45J0KTAhxtJENsyUR?P-iRmOjjSXP_8PqunCKZF1 H7hw4bh4cUJTOcLIYgyrZ13 NOTES- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=277,17=1273,12=690. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 20-0-0 from the left end to 37-11-4 to connect truss(es)to front face of bottom chord. 13)Fill all nail holes where hanger is in contact with lumber. 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)226 lb down and 244 lb up at 20-0-0,226 lb down and 237 lb up at 21-11-4 ,225 lb down and 235 lb up at 23-11-4,223 lb down and 233 lb up at 25-11-4,223 lb down and 231 lb up at 27-11-4,221 lb down and 229 lb up at 29-11-4,and 213 lb down and 220 lb up at 31-11-4,and 349 lb down and 436 lb up at 34-0-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,7-11=-64,11-13=-64,2-12=-20,4-7=-64 Concentrated Loads(Ib) Vert:9=-123 17=-37(F)16=-37(F)21=-114 22=-114 23=-117 24=-114 25=-117 26=-117 27=-276 28=-37(F)29=-37(F)30=-37(F)31=-37(F)32=-37(F)33=-37(F) 34=-37(F)35=-37(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. imult Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BC®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 PLH-1814 Ma D K3512808 B1600324 A02 California 1 1 Job Reference(optional) Pro-build Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Aug 03 11:14:48 2017 Page 1 I D:E W9PIDLs4sJOKTAhxtJENsyUR?P-C718oAuAX6iScY4foecOPZJb7m 1 SpAGtbEzBQyrYPb 1-0-0 7-7-9 10-4-8 I 13-7-3 19-8-12 26-4-13 32-1-1 32r4-7 40-0-0 411 1-0 7-7-9 2-8-15 3-2-11 6-1-9 6-8-1 5-8-4 0- 7-7-9 0 Scale=1:70.5 3x6 = 4 5x6 = 5x8i '^a 2x4 II \ 3x6 = 4x8 = 2x4 II 5x8 �� 8.00 112 3 6 8 9 10 !' 3/7 - 61 '-•1.t ba cR1 ffa ba 6a w fia 5 7 21 22 22d24 25 20 0 4 19 v 2 11 k 11 6 C 7 ;>7 ;e o 3x6 i 18 17 16 15 14 13 4x6 2x4 H 3x6 = 3x6 11 5x10= 2x4 H 3x10 = I 7-7-9 13-7-3 I 19-8-12 26-4-13 32-4-7 I 40-0-0 I 7-7-9 5-11-10 6-1-9 6-8-1 5-11-10 7-7-9 Plate Offsets(X,Y)-- 12:0-2-0,0-1-81,13:0-4-0,0-2-01,14:0-3-0,Edoe),15:0-2-13,0-3-01,18:0-1-15,0-1-121 110:0-2-4,0-2-01,111:0-3-3,0-1-91,114:0-2-8,0-3-01,117:0-2-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.74 Vert(LL) 0.13 11-13 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.48 Vert(TL) -0.29 11-13 >842 180 TCDL 7.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.03 11 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:203 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-5-6 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):3-10. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braci • � n MiTek recommends that Stabilizers an• ` C r (2 be installed during truss erection,in «-. .:r- z, N .- ss4 Installation guide. N F REACTIONS. (lb/size) 2=781/0-5-8,15=2175/0-5-8,11=927/0-5-8 Max Horz 2=218(LC 9) 89200 P E CC r r Max Uplift 2=-230(LC 29),15=-915(LC 11),11=-440(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-19=-909/285,19-20=-783/290,3-20=-749/307,3-5=-563/354,5-6=-543/326, 6-7=-543/326,7-8=-543/326,8-21=-717/597,21-22=-717/597,22-23=-717/597, f7 OREGON t4� 9-23=-717/597,9-24=-717/597,24-25=-717/597,10-25=-717/597,10-11=-1137/587 L- '47'1 j �Dt 1.` BOT CHORD 2-18=-196/755,17-18=-198/749,16-17=-376/248,15-16=-376/248,14-15=-376/248, 7O '1y 1 4 `L-° -1- 13-14=-360/811,11-13=-358/817 c QjP WEBS 3-18=0/302,3-17=-418/219,6-17=-312/220,8-17=-212/985,8-15=-2020/1012, �`R(� L� 8-14=-727/1348,9-14=-625/556,10-14=-284/201,10-13=0/304 NOTES- EXPIRES: 12/31/2Q17 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 3-0-0,Interior(1)3-0-0 to 4-8-10,Exterior(2)4-8-10 to 10-4-8, Interior(1)13-2-14 to 26-4-13,Exterior(2)32-2-11 to 41-0-0 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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ORRICE ,, non-concurrent with other live loads. J* WASE 4)Provide adequate drainage to prevent water ponding. O It T� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. re `�'„s G� 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 7 0>r .a e , 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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 230 lb uplift at joint 2,915 lb uplift at joint ',,:gr 15 and 440 lb uplift at joint 11. A� 51398_,-, 9)"Fix heels only”Member end fixity model was used in the analysis and design of this truss. 'JAN',��GISTER�Y 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)185 lb down and 221 lb up at �'aIONALV^ G 20-0-0,185 lb down and 221 lb up at 21-11-4,185 lb down and 221 lb up at 23-11-4,182 lb down and 219 lb up at 25-11-4,183 lb down and 215 lb up at 27-11-4,and 139 lb down and 146 lb up at 29-11-4,and 168 lb down and 324 lb up at 32-2-11 on top chord. The design/selection of such connection device(s)is the responsibility of others. August 3,2017 'teuwus swaleµs#locanaara ...- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MI TEK 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 Job Truss Truss Type Qty Ply PLH-1814 Aria D K3512808 B1600324 A02 California1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Aug 03 11:14:48 2017 Page 2 ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-C718oAuAX6iScY4foecOPZJb7mI SpAGtbEzBQyrYlab LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,5-10=-64,10-12=-64,2-11=-20,4-5=-64 Concentrated Loads(Ib) Vert:8=-64 10=-91 21=-64 22=-64 23=-64 24=-57 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 111111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �AA building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing [Mel(' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPl1 Quality Criteria,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 PLH-1814 Aria D K3512809 B1600324 A03 California 1 1 Job Reference(optional) Ko-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:44 2017 Page 1 I D.EW9PIDLs4sJOKTAhxtJENsyUR?P-equ98PToxcO63BxaR_HVMYnI9POi4QAmTwgPcjyrZl l 0-0-9 3-8-13 1 7-7-9 I 10-4-8 1 13-7-3 i 19-8-12 I 26-4-13 1 30-1-1 132-4-7 1 36-3-3 1 40-0-0 11-0-9 1-0-0 3-8-13 3-10-12 2-8-15 3-2-11 6-1-9 6-8-1 3-8-4 2-3-6 3-10-12 3-8-13 1-0-0 Scale=1:73.3 3x6= 5 4x8= 2x4 II 11 5x6�i ii 5x6= 3x6= 3x6 = 8.00 12 5x6 4 6 9 10 so so so so 7 24 2x42-. 23 2x4�i 25 � .. 12 Y 22 26 q 1 2 rca 8 ia� - � 13 . - 'c, 0 3x6 = 21 20 19 18 17 16 15 3x6= o 3x8 II 3x8 = 3x6 3x8= 2x4 II 3x8—2x4 H 3x6= I 7-7-9 I 13-7-3 1 19-8-12 i 26-4-13 I 32-4-7 I 40-0-0 I 7-7-9 5-11-10 6-1-9 6-8-1 5-11-10 7-7-9 Plate Offsets(X.Y)-- [2:0-0-4,Edge].[2:0-6-0.0-0-6],[5:0-3-0,Edge],[6:0-2-13.0-3-0],[13:0-6-0.0-0-6].[17:0-2-14,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.05 13-15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.28 Vert(TL) -0.17 13-15 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.41 Horz(TL) 0.04 13 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007e BCDL 10.0 (Matrix) Weight:219 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):4-10. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc brad. D P R QF WEDGE WEBS 1 Row at midpt 6-18,9-18 Q.F F Left:2x4 DF Std-G MiTek recommends that Stabilizers a •l��i -• ,,t]„ • ss/ be installed during truss erection,in • _ - ith Stabilizer Installation guide. �""7 REACTIONS. (Ib/size) 2=745/0-5-8,18=2020/0-5-8,13=850/0-5-8 89200PE 1' Max Horz 2=-269(LC 6) Max Uplift2=-195(LC 10),18=-505(LC 11),13=-275(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. O Cr TOP CHORD 2-22=-914/279,3-22=-813/294,3-23=-720/242,4-23=-647/255,4-6=-493/263, N y �f_ORE GO <1./6-7=-48/523,7-8=-48/523,8-9=-48/523,9-24=-718/708,10-24=-718/708, G/ `7.,9 �'�t>` 10-25=-780/464,12-25=-908/447,12-26=-983/435,13-26=-1084/432 4,2 Q� BOT CHORD 2-21=-226/812,20-21=-75/385,19-20=-67/397,18-19=-67/397,17-18=-93/474, /1ij 16-17=-93/474,15-16=-93/474,13-15=-232/846 ER R �-� WEBS 6-21=-105/330,6-18=-1101/213,8-18=-459/258,9-18=-1250/546,9-15=-263/338, 10-15=-78/259,12-15=-321/145 EXPIRES: 12/31J2Q17 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 3-0-0,Interior(1)3-0-0 to 4-8-10,Exterior(2)4-8-10 to 10-4-8,Interior(1)13-0-3 to 26-4-13,Exterior(2)30-1-1 to 41-0-0 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 RR]LL 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 8q 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ,4- Ov WAS `t), non-concurrent with other live loads. GAO CSS 4)Provide adequate drainage to prevent water ponding. /�' 0/i-fir• 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. —r.',_ /- ES` • 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 • `ii) , fit between the bottom chord and any other members. 7)A plate rating reduction of 20%has been applied for the green lumber members. $f 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=195, 1=1,,, ,� 51398 k� 18=505,13=275. � �GrsTER� 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. - 'Sry 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. SINAL'' August 3,2017 I MEMO WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mn. Design valid for use only with MiTekSt 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 bradng 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 ANSIITPI1 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 PLH-1814 Aria D K3512810 B1600324 A04 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:46 2017 Page-1 t ID:EW9PIDLs4sJ0KTAhxtJENsyUR?P-bCOvZ5V2TDegJV5zZPKzSzsaPD5tYCc2xEJWhcyrZ1? - 11-10-15 28-5-14 1 0-0 5-8-13 11-6-2 11- 1 14-8-8 18-8-0 9-8-1 23-6-3 28-1-1 2B 34-3-3 40-0-0 1-0-0 I1-0-0 i 5-8-13 5-9-5 0-�11� 2-9-9 1 3-9-8 11-2-12� 3-9-7 { 4-6-14 0-3= 5-9-5 I 5-8-13 1-0-0 0-3-1 0-1-13 Scale=1:72.9 5x8 \\ 3x6 II 5x8 // 4' r3 ri �1 ,5 , 22 2 24 54 25,, t, 26 'd ei `i >7'00112 3x4 v .. ., 7 V 0 q.. m m 27 8 y1 2 r " lu. I, ." d9 9 Ig Ilio 0 �:=_7 00 4x6= 19 18 17 1628 15 13 29 12 14 11 10 3x6 = 2x4 11 4x4 = 4x8 4x8 4x8 I I 4x8= 3x4 = 2x4 I I 4x8 I I8x12 I I 19-8-12 I 5-8-13 11-6-2 1 14-8-8 14-10-0 18-6-0 18-4-8 28-5-14 34-3-3 I 40-0-0 I 5-8-13 5-9-5 3-2-6 0-I-8 3-8-0 0-il 8 8-9-2 5-9-5 5-8-13 1-1-4 Plate Offsets(X.Y)-- [3:0-1-12.0-1-8].[6:0-3-8.0-2-8].[7:0-1-12.0-1-8].[8:0-3-8.0-1-8].[13:0-3-2.0-0-13].[14:0-8-0,0-4-0].[15:0-3-6.0-0-13].[16:0-2-13.0-0-13].[17:0-3-2.0-1-21 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.05 11-14 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.23 Vert(TL) -0.10 11-14 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.93 Horz(TL) 0.03 8 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix) Weight:245 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except 4-6:2x6 DF No.2 2-0-0 oc purlins(9-11-1 max.):4-6. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braci QP R QF 2-16,12-15:2x6 DF No.2 WEBS 1 Row at midpt 4-14,6-14 .o e WEBS 2x4 DF Std G*Except* MiTek recommends that Stabilizers a .l� i -. tices 1: C �0 i.4-14,6-14:2x4 DF No.1&Btr G be installed during truss erection,in ..•„. . ith Stabilizer Installation guide. '9 REACTIONS. (lb/size) 2=646/0-5-8,8=834/0-5-8,14=2680/0-5-8 4 " 89200NE 1.-- Max Max Horz 2=237(LC 27) Max Uplift2=-227(LC 28),8=-398(LC 11),14=-1101(LC 10) Max Grav2=683(LC 18),8=834(LC 1),14=2680(LC 1) (Z.- FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. OREGON D• ,tti TOP CHORD 2-20=-810/287,3-20=-693/302,3-4=-411/269,4-21=-71/536,5-21=-71/536, .9y �� 5-22=-71/536,22-23=-71/536,23-24=-71/536,24-25=-71/536,25-26=-71/536, / 14,2 Q� 6-26=-71/536,6-7=-647/516,7-27=-915/559,8-27=-1074/544 SER R 10, BOT CHORD 2-19=-264/762,18-19=-264/762,17-18=-178/384,16-17=-181/382,16-28=-178/384, 15-28=-178/384,14-15=-183/363,13-14=-347/444,13-29=-359/429,12-29=-359/427, 11-12=-359/427,10-11=-345/810,8-10=-345/810 WEBS f8=-511/288,4-15=-77/492,6-11=-93/517,7-11=-528/285,5-14=-1043/831, -EXP IRE�:---1-WW3-1/2017 4-14=-906/219,6-14=-1242/583 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 5-8-13,Exterior(2)5-8-13 to 11-7-14,Interior(1) [LRitit, & 17-3-12 to 22-8-4,Exterior(2)28-4-2 to 41-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for q. members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 J ). of WAS4 `tJ 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 'A" CJ c�; 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs / /�. - non-concurrent with other live loads. ,�' !.`' -• 4)Provide adequate drainage to prevent water ponding. iiimpri i 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,d fit between the bottom chord and any other members,with BCDL=10.0psf. 51398,0 w� 7)A plate rating reduction of 20%has been applied for the green lumber members. c?,,,,Al�Gfs Lz�Y 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=227, s Cy' 8=398,14=1101. SIONALEi 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 101 Graop paenrepresentation does not depict the size or the orientation of the purlin along the top and/or bottom chord.ContinueAugust 3,2017 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-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 !Alibi(' 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 ANSIRPI1 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 PLH-1814 Aria D K3512810 B1600324 A04 California 1 1 Job Reference(optional) Pro,Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:46 2017 Page 2 ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-bCOvZ5V2TDegJV5zZPKzSzsaPD5tYCc2xEJWhcyrZl? NOTES- 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)222 lb down and 281 lb up at 20-0-0,222 lb down and 281 lb up at 21-11-4 ,220 lb down and 275 lb up at 23-11-4,and 179 lb down and 213 lb up at 25-11-4,and 240 lb down and 437 lb up at 28-0-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-6=-64,6-9=-64,2-8=-20 Concentrated Loads(Ib) Vert:5=-128 22=-128 24=-121 25=-64 26=-240 egg� ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEIL REFERENCE PAGE MII-7173 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 Rug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 . 'Job Truss Truss Type Qty Ply PLH-1814 Aria D K3512811 B1600324 A05 California 1 1 Job Reference(optional) t Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:47 2017 Paget ' ID:EW9PIDLs4sJ0KTAhxtJENsyUR?P-3PZHmRVgEXmhwfg967rC_APpNcRgHLCAt23D2yrZ1_ - 13-10-15 28-5-14 1 0-0 5-8-13 11-8-2 11- 14 1-8-® 18-8-0 9-8-1 23-6-3 26-1-1 28-0-2 34-3-3 40-0-0 41-0-0 11-0-01 5-8-13 i 5-9-5 0-1-13 2-3-1 0-9-9I 3-9-8 I1-2-12: 3-9-7 I 2-6-14 I 2-3-1 0-113 5-9-5 5-8-13 I1-0-01 Scale=1:72.9 8 5 5x8 \\ 2x4 H 5x8 // 4 5d 54 5a 5Z 6 5a 53 5a IV 8.00 12443x4 92Z7NA i .d ._, ]u, o /2 19 1830 17 A 6 15 31 14 •, el 0 0 4x6= 21 20 16 13 12 3x6= 2x4 4x4 = 4x8 II 4x8 II 4x8 II 4x8= 3x4 = 2x4 II 4x8 H 8x12 I I 19-8-12 I 5-6-13 I 11-6-2 I 14-8-8 14-10-0 18-6-0 18-a-8 I 28-5-14 I 34-3-3 I 40-0-0 I 5-8-13 5-9-5 3-2-6 0-I-8 3-8-0 0-l'.8 8-9-2 5-9-5 5-8-13 1-1-4 Plate Offsets(X,Y)-- [3:0-1-12,0-1-8],[9:0-1-12,0-1-8],[10:0-3-8,0-1-8].[15:0-2-13,0-1-2],[16:0-8-0.0-4-0],[17:0-3-2.0-0-8].[18:0-3-2.0-0-13].[19:0-3-6.0-1-2] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.05 13-16 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.25 Vert(TL) -0.10 13-16 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.03 10 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:251 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except 4-7:2x6 DF No.2 2-0-0 oc purlins(10-0-0 max.):4-7. BOT CHORD 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braci -.v=3 � c. D P R°FFs 2-18,14-17:2x6 DF No.2 WEBS 1 Row at midpt 4-16,7-16 t^ WEBS 2x4 DF Std G*Except* MiTek recommends that Stabilizers a •41 -• ties s/ 4-16,7-16:2x4 DF No.1&Btr G R -� be installed during truss erection,in ••,;,. _ ith Stabilize Installation guide. -9 REACTIONS. (lb/size) 2=711/0-5-8,10=743/0-5-8,16=2313/0-5-8 Q 89200['E t- Max Horz 2=307(LC 7) Max Uplift2=-191(LC 10),10=-243(LC 11),16=-374(LC 7) Max Gray 2=711(LC 1),10=751(LC 19),16=2313(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 'y �7�OREGON ��� TOP CHORD 2-22=-859/241,3-22=-681/254,3-23=-417/253,4-23=-315/268,4-24=-14/527, Gj -`7.9Y Q 24-25=-14/527,6-25=-14/527,6-26=-14/527,26-27=-14/527,7-27=-14/527, 14,2 Q+ 7-28=-426/295,9-28=-511/280,9-29=-835/284,10-29=-917/270 MFR R 11-\- BOT CHORD 2-21=-263/767,20-21=-263/767,19-20=-202/382,18-19=-205/380,18-30=-202/382, 17-30=-202/382,16-17=-206/361,15-16=-11/340,15-31=-18/326,14-31=-18/324, 13-14=-18/324,12-13=-117/670,10-12=-117/670 - - WEBS 3-20=-555/252,4-20=-517462,7-13=-62/476,9-13=-550/243,6-16=-672/380, EXPIRES. i-2131/2017 4-16=-1059/533,7-16=-1080/547 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 3-0-0,Interior(1)3-0-0 to 8-3-1,Exterior(2)8-3-1 to 13-10-15,Interior(1) vytRRILL 17-3-12 to 22-8-4,Exterior(2)26-1-1 to 41-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for t� q members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,Sv V WAS. `Q'), 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 C� s-• 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs / ,I _ ... • non-concurrent with other live loads. "' `A 4)Provide adequate drainage to prevent water ponding. Nor 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ;,T 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 A /(eS fit between the bottom chord and any other members,with BCDL=10.0psf. lt+ 51398 �C{r 7)A plate rating reduction of 20%has been applied for the green lumber members. 0�{ ��G(STE � 8)Provide ro ide,me=374.chanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=191, •:-,k, NALE\4G 10= 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. _10)Graphical inued ppage2mpresentation does not depict the size or the orientation of the purlin along the top and/or bottom chord.conAugust 3,2017 I __ I A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �f a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �t`� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' -1 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 • Job Truss Truss Type Qty Ply PLH-1814 Aria D K3512811 B1600324 A05 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:47 2017 Page 2 I D:EW9PIDLs4sJ0KTAhxtJENsyUR?P-3PZHmRVgEXmhwfg967rC_APpNcRq Hj_CAt23D2yrZ1_ MIMI* WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEB REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mil Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI!TP11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-1814 Aria D K3512812 B1600324 A06 Piggyback Base 1 1 Job Reference(optional) I. Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:48 2017 Page 1 II Q Q ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-Xb7f_nWi?quYYpELggMRXOxzNI011Q06iLOXodkUyrZOz • 1-0 0 7-11-7 17-101-7 3-9-13 0-3-4 4-1-1-1-1 I 7-11-7320 I 7-11-7 411-0 0 Scale=1:79.8 8.00 112 5x6 4x8 = 5x6 '� 5 6 23, MI 3x6�i 7, CR3L.3 6:1 3x6'� 4 8 3x4 i a' '+ 3x4 '� v v k E. k ao 0 0 v. 22 24 2 3 9_ 10 co ;411.4? 25 20 19 18 26 17 16 15 27 14 12 3x6 _13 28 29 0 0 4x6 = 21 16 2x4 I I 4x8 4x8 I I 4x8 4x8=4x8 2x4 I I 4x8 II 3x8 = 4x12 I 7-11-7 15-10-15 I 19-6-0 19-802 24-1-1 i 32-0-9 I40-0-0 I 7-11-7 7-11-7 3-7-1 0-2-12 4-4-5 7-11-7 7-11-7 Plate Offsets(X,Y)-- [3:0-1-12,0-1-8],[5:0-2-13,0-2-8],[7:0-2-12,0-2-8],[9:0-1-12,0-1-8],[10:0-6-0,0-0-6],[15:0-3-4,0-1-4],[16:0-7-12,0-2-0],[17:0-3-9,Edge],[19:0-3-2,0-0-15], [20:0-3-4,0-0-15] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) 0.09 10-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.38 Vert(TL) -0.24 10-12 >989 180 TCDL 7.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.04 10 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix) Weight:256 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-1-4 oc•ur-ns except BOT CHORD 2x4 DF No.1&Btr G*Except* 2-0-0 oc purlins(6-0-0 max.):5-7. 2-19,13-17:2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc b- Q.03 P R OFes WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 3-18,5-18,7- tS 6-18,6-14,7-14:2x4 DF No.1&Btr GAS` /� MiTek recommends that Stabilizers ..Ir�ross bracln. � .2 be installed during truss erection,i i ttteb iance�glijti tbjlj7srE -9C'� Installation.gujde. LSSyy UUUt REACTIONS. (lb/size) 2=916/0-5-8,10=1042/0-5-8,16=2136/0-5-8 Max Horz 2=316(LC 9) Max Uplift2=-274(LC 10),10=-386(LC 11),16=-675(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. '9 OR EGON �((� TOP CHORD 2-22=-1143/339,3-22=-892/362,3-4=-510/308,4-5=-340/334,5-6=-347/354, L/ q �'� 6-23=-478/464,7-23=-478/464,7-8=-556/454,8-9=-728/428,9-24=-1106/520, 6 q,, 1 4,2 �P� 10-24=-1359/497 /14 -R R Il.\^ BOT CHORD 2-21=-328/961,21-25=-328/961,20-25=-328/961,19-20=-324/962,18-19=-328/961, 18-26=-328/307,17-26=-328/307,16-17=-335/304,15-16=-322/308,15-27=-328/307, 14-27-328/307,13-14=-278/1021,13-28-280/1020,12-28=-280/1020,12-29=-280/1020, 10-29=-280/1020 WEBS 3-21=0/340,3-18=-757/371,6-18=-227/753,6-14=-354/981,7-14=-458/350, 9-14=-840/387,9-12=0/338,6-16=-1923/689 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 3-0-0,Interior(1)3-0-0 to 10-1-7,Exterior(2)10-1-7 to 29-10-9,Interior(1) 1 R .TLL , 29-10-9 to 37-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for „.. WAS i„ .cfr), reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �1�,-3 ''C' tt. 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 p G -.-- it 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ` % �,,� . it non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. y 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. A %'1`� 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rfiO �,�$13g$� icy fit between the bottom chord and any other members,with BCDL=10.Opsf. ,{ GfS7�R 7)A plate rating reduction of 20%has been applied for the green lumber members. cs ��� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=274, `�IONAL g 10=386,16=675. C2)nFr uee is pale 2 ember end fixity model was used in the analysis and design of this truss. August 3,2017 IMMIIIA 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 onlyupon parameters shown,and is for an individual building component,not ill 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 fabncation,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 PLH-1814 Aria D K3512812 81600324 A06 Piggyback Base 1 1 Job Reference(optional) Pro,Euild Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:48 2017 Page 2 I D:EVv9PIDLs4sJ0KTAhxtJ ENsyUR?P-Xb7f_n WI?quYYpELggMRXOxzN01106iLOXodkUyrZOz NOTES- 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)219 lb down and 273 lb up at 20-0-0,and 179 lb down and 213 lb up at 21-11-4,and 432 lb down and 436 lb up at 24-2-11 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-64,5-7=-64,7-11=-64,2-10=-20 Concentrated Loads(Ib) Vert:7=-432 6=-119 23=-64 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. but Design valid for use only with MiTek8i 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 R A,Te1.R 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 e Job Truss Truss Type Qty Ply PLH-1814 Aria D K3512813 B1600324 A07 Piggyback Base 1 1 Job Reference(optional) L. Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:48 2017 Page 1 ID:E W9PIDLs4sJOKTAhxtJENsyUR?P-Xb7f_nWl?quYYpELggM RXOx_LOIBO7GLOXodkUyrZOz ---0-0--00-41) 7-11-7 I 15-10-15 I 19-8-12 20i9-0 24-1-1 1 32-0-9 I40-0-0 411-0-Q 7-11-7 7-11-7 3-9-13 04-4 4-1-1 7-11-7 7-11-7 1-0-0 9 Scale=1:77.7 8.00 126 5x6- 4x8= 5x6 5 ra /RI 7 r3a sir to 26 27 8 3x6 2. 25 28 3x6�� 4 10 0 3x4 i IP �' 3x4 ''t 11 Y m 6 vi 0 24 29 2ti . 12 �g 411 r -4 .l d ` t9--- .. I] I��h 0 /_ , ._ O 6 4x6 = 23 30 22 21 20 31 19 18 17 32 16 15 33 14 34 3x6= 2x4 4x8 4x8 I I 4x8 I 4x8=4x8= 2x4 4x8 I I 3x10 = 4x12 I I I 7-11-7 1 15-10-15 1 19-6-0 19-6(12 24-1-1 1 32-0-9 I 40-0-0 I 7-11-7 7-11-7 3-7-1 0-2-12 4-4-5 7-11-7 7-11-7 Plate Offsets(XV)-- [3:0-1-12.0-1-8].[11:0-1-12.0-1-8].[12:0-6-0.0-0-6],[17:0-3-1,0-0-15].[18:0-7-12.0-2-0],[19:0-3-4.0-0-15].[20:0-2-4,0-1-8].[21:0-2-15,0-1-1],[22:0-3-1.0-0-15] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) 0.09 12-14 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.37 Vert(TL) -0.25 12-14 >982 180 TCDL 7.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.04 12 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix) Weight:262 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-2 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G*Except* 2-0-0 oc purlins(6-0-0 max.):5-8. 2-21,15-19:2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracin• WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 3-20,5-20,8-16 1�1 f,.�t-111 P R QFE's 7-20,7-16,8-16:2x4 DF No.1&Btr G MiTek recommends that Stabilizers a .I��i -. k [ (94.1be installed during truss erection,in .•.- . ith Stabilize) 1. Installation guide. ti'�2OU[L "9� REACTIONS. (lb/size) 2=910/0-5-8,12=936/0-5-8,18=1905/0-5-8 Max Horz 2=382(LC 7) Max Uplift2=-235(LC 10),12=-283(LC 11),18=-308(LC 10) Max Grav2=910(LC 1),12=953(LC 19),18=1905(LC 1) Cr FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 171OREGON\� ��(/ TOP CHORD 5-26=-297/598,7-26=4-297/598,7-27=-343/6112,8-27=-343/612,8-28=-385/357, / 14+�� Q+ 10-28=-391/337,10-11=-544/326,11-29=-1089/355,12-29=-1187/331 �FRRI1.-�- BOT CHORD 2-23=-297/970,23-30=-297/970,22-30=-297/970,21-22=-293/971,20-21=-297/970, 20-31=-209/257,19-31=-209/257,18-19=-218/256,17-18=-202/258,17-32=-209/257, 16-32=209/257,15-16=-128/866,15-33=-130/863,14-33=-130/863,14-34=-130/863, 12-34=-130/863 EX WEBS 3-23=0/341,3-20=-727/347,5-20=-255/284,7-20=-303/820,7-16=-316/832, 8-16=-254/286,11-16=-809/363,11-14=0/339,7-18=-1705/771 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;enclosed;MWFRS _F,Ve�q. (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 12-3-1,Exterior(2)12-3-1 to 27-8-15,Interior(1) RILL 27-8-15 to 37-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for „S Q Rw�LL W `, ), reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ap /'- G'> �'' 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ! .— p 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ` . •i�;.`� • '2• non-concurrent with other live loads. F i 4)Provide adequate drainage to prevent water ponding. -` 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,A ,r 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 , �,�S]398 �V fit between the bottom chord and any other members,with BCDL=10.0psf. �� 051.1s IST ER 7)A plate rating reduction of 20%has been applied for the green lumber members. s 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=235, SIONALV� 12=283,18=308. 9 Tix heaels only"Member end fixity model was used in the analysis and design of this truss. August 3,2017 C n Inue on page A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A 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 PLH-1814 Aria D K3512813 B1600324 A07 Piggyback Base 1 1 Job Reference(optional) Pro.8uild Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:48 2017 Page 2 I D:E W9PIDLs4sJOKTAhxtJENsyUR?P-Xb7f_n WI?quYYpELggMRXOx_LOIBO7G LOXodkUyrZOz NOTES- 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or 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 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 ANSIITPII 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 PLH-1814 Aria D - K3512814 B1600324 A08 Piggyback Base 1 1 . Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:49 2017 Page 1 ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-?nh2B7Xwm80PAypYEYtg3bU81Q4alcyVdBXAGwyrZOy, 0-Q 7-11-7 15-10-1.5 1 19-8-12 701.9-0 24-1-1 32-0-9 40-0-0 4I1-0- -0-0 7-11-7 7-11-7 3-9-13 0-3-4 4-1-1 7-11-7 7-11-7 1-0- Scale=1:79.8 I 8.00 12 5x6 4x8 — 5x6 2� 5 6 rn 3x6 i 7 , 3x6'� 4 8 3x4 i a' ** 3x4 9 m 3 ao 0 0 22 23 . t: VA 2 10 O 4x6 2— 21 24 20 19 18 25 17 16 15 26 14 13 27 12 28 3 = 0 2x4 4x8 4x8 4x8 4x8=4x8 2x4 I 4x8 H 3x8 — 4x12 H I 7-11-7 I15-10-15 1 19-6-0 19-9r12 24-1-1 1 32-0-9 40-0-0 I 7-11-7 7-11-7 3-7-1 04-12 4-4-5 7-11-7 7-11-7 Plate Offsets(X,Y)-- [3:0-1-12,0-1-8],[5:0-2-13,0-2-8],[7:0-2-12,0-2-8],[9:0-1-12,0-1-8],[10:0-6-0,0-0-6],[15:0-3-4,0-1-4],[16:0-7-12,0-2-0],[17:0-3-9,Edge],[19:0-3-2,0-0-15], [20:0-3-4,0-0-15] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) 0.09 10-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.36 Vert(TL) -0.24 10-12 >998 180 TCDL 7.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.03 10 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:256 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-2 oc.0 • s except BOT CHORD 2x4 DF No.1&Btr G*Except* 2-0-0 oc purlins(6-0-0 max.):5-7. ��p P R()..'..-..6-***- 2-19,13-17:2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc br- cl WEBS 2x4 DF Std G`Except* WEBS 1 Row at midpt 3-18,5-18,7- ,W, '!=- -.,1 N F_ `Scy 6-18,6-14,7-14:2x4 OF No.1&Btr G MiTek recommends that Stabilizers Qi.•Ire( ross bracin. .L be installed during truss erection,i, teb:ance�yiJli tobj[j>IrE 57 Installation guide. LSy UO REACTIONS. (lb/size) 2=882/0-5-8,10=905/0-5-8,16=1691/0-5-8 Max Horz 2=316(LC 9) Max Uplift2=-240(LC 10),10=-281(LC 11),16=-223(LC 10) Max Gray 2=882(LC 1),10=932(LC 19),16=1704(LC 2) Q tet_OREGON (C/ FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �Lj '9,q y �\�` iS TOP CHORD 2-22=-1084/292,3-22=-833/315,3-4=-449/259,4-5=-313/285,5-6=-332/314, 14,rL Q�` 6-7=-363/323,7-8=-352/296,8-9=-486/270,9-23=-950/337,10-23=-1154/313 SFR R I L� BOT CHORD 2-21=-279/925,21-24=-279/925,20-24=-279/925,19-20=-275/926,18-19=-279/925, 13-14=-128/842,13-27=-130/839,12-27=-130/839,12-28=-130/839,10-28=-130/839 WEBS 3-21=0/340,3-18=-755/368,6-18=173/704,6-14=-147/724,9-14=-834/382,9-12=0/3-38, 6-16=-1507/361 EXP1RES-..-1-2/3112017 NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 10-1-7,Exterior(2)10-1-7 to 29-10-9,Interior(1) 29-10-9 to 37-0-0 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 c� jtRII j orq. 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 *•4' OV WA$N,, �j, 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. �� / �y'� �� 4)Provide adequate drainage to prevent water ponding. L - 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 01 fit between the bottom chord and any other members,with BCDL=10.0psf. A �S 7)A plate rating reduction of 20%has been applied for the green lumber members. * 51398 w 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=240, %, 4b.tsMR� e 10=281,16=223. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. s` ONAL� 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 3,2017 MEM ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPI1 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 PLH-1814 Aria D K3512815 81600324 A09 Piggyback Base 3 1 Job Reference(optional) faro,Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:50 2017 Page 1 ID:EW9PIDLs4sJOKTAhxtJEN5yUR?P-T_FQPTYYXS8Gn6OkoFOvcpIH0gHnUBpesrHkpNyrZ0x -1-0-Q 7-11-7 15-10-15 20-0-0 1 24-1-1 32-0-9 I 40-0-0 41-0- 7-11-7 1 4-1-1 4-1-1 7-11-7 7-11-7 1-0-16 Scale=1:82.2 5x12 MT18H<." 5x12 MT18H'- 8.00 12 3x4 = 5 . . 6 , 3x6'� 3x6 4 8 3x4 i r' '''' 3x4 O m 3 s 9 0 d 21 22 Ti 2 a t i 1 ... . 10 m 00 qI IV -' . .�. I3.�h o x6 20 23 19 18 17 24 16 15 25 14 13 26 12 27 sx8: o d 4x6 = = 2x4 I 4x8 ( 4x8 4x8 4x8— 2x4 6x8 I I 3x8= 4x4= 4x8 = 7-11-7 I 15-10-15 24-1-1 I 32-0-9 I 40-0-0 I 7-11-7 7-11-7 8-2-3 7-11-7 7-11-7 Plate Offsets(X,Y)— [3:0-1-12.0-1-8],[5:0-2-13.0-2-8].[7:0-2-12,0-2-81[9:0-1-12.0-1-8].[10:0-8-0.0-0-10].[15:0-3-4,0-0-14].[16:0-3-0,0-1-0],[18:0-3-6.0-1-2].[19:0-3-4,0-1-2] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0.19 14-17 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.94 Vert(TL) -0.45 14-17 >999 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.13 10 n/a n/a BOLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight 242 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G*Except* 2-0-0 oc purlins(5-2-3 max.):5-7. 2-18,13-16:2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracin. p PR pF WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 3-17,6-17,6-14 <.1c4� - Fs 6-17,6-14,7-14:2x4 DF No.1&Btr G MiTek recommends that Stabilizers a .14i -• .L6s6�1 1 s/ be installed during truss erection,in • . c= • ith Stabilize' Installation guide. �y REACTIONS. (lb/size) 2=1739/0-5-8,10=1739/0-5-8 Q 89200PL r" Max Horz 2=316(LC 9) Max Uplift2=-353(LC 10),10=-353(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Q (r TOP CHORD 2-21=-2563/593,3-21=-2342/617,3-4=-2063/582,4-5=-1889/608,5-6=-1582/583, "7 �f_OREGON ((/ • 6-7=-1512/572,7-8=-1804/595,8-9=-1980/569,9-22=-2450/619,10-22=-2571/595 Lj 47 I),�'\�` BOT CHORD 2-20=-441/2077,20-23=-441/2077,19-23=-441/2077,18-19=-436/2071,17-18=-441/2077, Q y 4,2 .- 17-24=-177/1619,16-24=-177/1619,15-16=-178/1620,15-25=-177/1619, M Q? 14-25=-177/1619,13-14=-354/2015,13-26=-357/2014,12-26=-357/2014, FR R �—� 12-27=-357/2014,10-27=-357/2014 WEBS 3-17=-583/351,5-17=-157/761,6-14=-271/252,7-14=-151/724,9-14=-751/379, 9-12=0/312 EXPIRES: 12/31/2017 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 3-0-0,Interior(1)3-0-0 to 10-1-7,Exterior(2)10-1-7 to 29-10-9,Interior(1) 29-10-9 to 37-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for - , ,'RILL is reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 r" 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 '•\'° OV WAS 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �{ non-concurrent with other live loads. 09 �7,?'i �'Q "� 4)Provide adequate drainage to prevent water ponding. 44 5)All plates are MT20 plates unless otherwise indicated. e ?..• 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*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 ,d -/moi', fit between the bottom chord and any other members,with BCDL=10.0psf. 1? 5139$ t 8)A plate rating reduction of 20%has been applied for the green lumber members. c , -GIST '� 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=353, • ER,sS, 1G 10=353. 10NAI,E 110)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 1 Graphical P� l pugerfrepresentation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 3,20 17 r ..... WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ow 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 ANSIITPII 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 PLH-1814 Aria D K3512815 B1600324 A09 Piggyback Base 3 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:50 2017 Page 2 s ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-T_FQPTYYXS8Gn6Ok0FOvcp1HogHnU8pesrHkpNyrZOx - A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEI(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 111111 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 PLH-1814 Aria D K3512816 B1600324 A10 Piggyback Base 5 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:51 2017 Page 1 I D:E VV9PI D Ls4sJOKTAhxtJ ENsyU R?P-xApocoZB HI G7 P GzwLyv890ZTVEi KDci n4V0H LpyrZOw L7-11-7 15-10-15 1 20-0-0 24-1-1 32-0-9 40-0-0 41-0-9 1-00 7-11-7 7-11-7 4-1-1 4-1-1 7-11-7 7-11-7 1-0-0 Scale=1:75.7 5x12 MT18H'i 5x12 MT18H", 8.00 12 3x4= 5 6a 6 ca r3 7 3x6 i 3x6 4 8 3x4:.. �' •a 3x4 " 4 m O '' o 17 18 10 0 /,� W.1114 0 19 20 21 14 22 23 24 3x8= 16 15 13 12 3x8 = 2x4 I I 3x8= 4x8= 3x8= 2x4 I I I 7-11-7 I 15-10-15 I 24-1-1 32-0-9 i 40-0-0 I 7-11-7 7-11-7 8-2-3 7-11-7 7-11-7 Plate Offsets(X,Y)-- [2:0-8-0.0-0-10],[3:0-1-12.0-1-8].[5:0-2-13.0-2-8].17:0-2-13.0-2-8].[9:0-1-12,0-1-8],[10:0-8-0.0-0-10] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.27 13-15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.60 Vert(TL) -0.57 13-15 >827 180 MT18H 220/195 TCDL 7.0 Rep Stress[nor YES WB 0.30 Horz(TL) 0.14 10 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix) Weight:221 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-4-5 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(5-3-12 max.):5-7. WEBS 2x4 DF No.1&Btr G*Except* BOT CHORD Rigid ceiling directly applied or 9-8-7 oc bracin• 3-16,3-15,9-13,9-12:2x4 DF Std G WEBS 1 Row at midpt 3-15,6-15,6-13 -. t° PR OFS, MiTek recommends that Stabilizers a •��i -. •,,6s�l8xrrpp� s/ , be installed during truss erection,in . . ith Stabiliz?R /L Installation guide. T' REACTIONS. (lb/size) 10=1739/0-5-8,2=1739/0-5-8 Ct 892UUF't c---- Max Horz 2=316(LC 9) Max Uplift10=-353(LC 11),2=-353(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. InCr TOP CHORD 2-17=-2575/595,3-17=-2454/619,3-4=-1976/571,4-5=-1806/597,5-6=-1513/574, 'yL 4 OREGON�� �tv 6-7=-1513/574,7-8=-1806/597,8-9=-1976/571,9-18=-2454/619,10-18=-2575/595 / BOT CHORD 2-19=-446/2159,16-19=-446/2159,16-20=-446/2159,15-20=-446/2159,15-21=-173/1580, 14,2a�P+ 14-21=-173/1580,14-22=-173/1580,13-22=-173/1580,13-23=-357/2017, MFR R 1 V-\^ 12-23=-357/2017,12-24=-357/2017,10-24=-357/2017 WEBS 3-16=0/324,3-15=-750/376,5-15=-152/737,7-13=-152/737,9-13=-751/376,9-12=0/324 NOTES- EXPIRES: 12/31/Z017 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 3-0-0,Interior(1)3-0-0 to 10-1-7,Exterior(2)10-1-7 to 29-10-9,Interior(1) 29-10-9 to 37-0-0 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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ,rFRRrLL eq 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �� QF WA$k& , non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. �� Ct 5)All plates are MT20 plates unless otherwise indicated. r ,�, /.. C• ;‘), ',1O 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ..i f�" 7)*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 ' i f fit between the bottom chord and any other members,with BCDL=10.0psf. "'r • 8)A plate rating reduction of 20%has been applied for the green lumber members. • ; 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=353, 51398 W 2=353. �fi �GlSTEg� ei 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. SsIONALti 6 August 3,2017 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7073 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 mit 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 PLH-1814 Aria 0 _ K3512817 B1600324 All PIGGYBACK BASE 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:52 2017 Page 1 ID:EW9PIDLs4sJ0KTAhxtJENsyUR?P-PMNAg8Zp23O_10Y7vgRNhE6hAdOiy2ExJ9mgtFyrZOv - -1-O-Q 7-11-7 15-10-15 1 20-0-0 I 24-1-1 32-0-9 I 40-0-0 411-0-p 1-0- 7-11-7 7-11-7 4-1-1 4-1-1 7-11-7 7-11-7 1-0-d 12 9 8.00 5x6�i 8Scale=1:83.5 5x6‹� 53x4= ,, LR N17 � MI � 28 29 8 3x8�i V27 Ns:so 3x6'�410 3x4-is.• *v 3x4�� co "' a 3 11 0 0 26 31 a7' R 12 .12. ' 17 /II 1 CLl = ., Ire3L%n 21 20 19 18 32 33 17 15 34 16 14 0 0 4x8= 6x8 4x8 = 2x4 7x14 MT18H 2x4 4x6 6x8 H 6x8 I I I 7-11-7 1 15-10-15 24-1-1 I 32-0-9 40-0-0 I 7-11-7 7-11-7 8-2-3 7-11-7 7-11-7 Plate Offsets(X,Y)-- [2:0-8-0,0-0-5],[3:0-1-12,0-1-8],[5:0-2-8,0-2-8],[8:0-2-12,0-2-8],[11:0-1-12,0-1-8],[12:0-1-11,0-0-15],[15:0-4-0,0-0-1],[16:0-8-8,0-3-8],[19:0-4-0,0-0-2], [20:0-4-0,0-0-5] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.17 16-18 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.72 Vert(TL) -0.41 16-18 >999 160 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.15 12 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix-S) Weight:264 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x6 DF No.2*Except* 2-0-0 oc purlins(4-9-5 max.):5-8. P R QF 15-20:2x6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied. �o) F WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 3-18,7-18,7- • <5GINE-, a> 7-18,7-16:2x4 DF No.1&Btr G JOINTS 1 Brace at Jt(s):7 N � i4 0, 1 MiTek recommends that Stabilize L �rquire �q j>,r jq�. -y be installed during truss erection, .• /dance11 AJt€rt r Installation guide. REACTIONS. (lb/size) 12=1892/0-5-8,2=1892/0-5-8 Max Horz 2=380(LC 7) Max Uplift 12=-391(LC 11),2=-391(LC 10) OREGON 111- FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. G/ �,9 O��` '� TOP CHORD 2-26=-2949/1106,3-26=-2834/1129,3-4=-2431/1117,4-27=-2293/1130,5-27=-2279/1149, Q y 1 4 ,2-'3\ Q� 5-28=-1908/1254,7-28=-1910/1253,7-29=-1848/1229,8-29=-1846/1229, /►s 8-30=-2205/1120,10-30=-2219/1100,10-11=-2358/1088,11-31=-2781/1112, V`�RR�,—� 12-31=-2893/1089 BOT CHORD 2-21=-771/2358,20-21=-771/2358,19-20=-764/2328,18-19=-771/2358,18-32=-672/1946, _ -- ---- -4 -,i, •, •- =-bb9/1861,1b-16=-/b3a a/231/, __....— . :v31/2017 15-34=-757/2314,14-34=-757/2314,12-14=-757/2314 WEBS 3-21=0/259,3-18=-635/336,5-18=-201/767,7-18=-181/319,7-16=-250/325, 8-16=-185/747,11-16=-653/359,11-14=0/264 NOTES- 1.0; 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS t� 1�" 1zL bT 4. (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 12-3-1,Exterior(2)12-3-1 to 27-8-15,Interior(1) ,4v` o WASItr, `#j, 27-8-15 to 37-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for G reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 . -A 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �.,/ non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 15°&:4):10i1-911.-44' 5134cy� 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �� ��G/STER� 7)*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 ti's �S fit between the bottom chord and any other members,with BCDL=10.Opsf. SINA 8)A plate rating reduction of 20%has been applied for the green lumber members. Continued on page 2 August 3,2017 I AWARNING-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 Mick®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 MiTek' 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 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 Job Truss Truss Type Qty Ply PLH-1814 Aria D K3512817 B1600324 All PIGGYBACK BASE 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:52 2017 Page 2 ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-PMNAg8Zp230_1 QY7vgRNhE6hAdOiy2ExJ9mgtFyrZOv NOTES- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib)12=391,2=391. 10)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. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. Nut 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Cirde 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 PLH-1814 Aria D - K3512818 81600324 Al2 PIGGYBACK BASE 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:53 2017 Page 1 ' ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-tZxYlUaRpNWrfa7JTNycERfgl1KkhSS4YpVOQiyrZOu - -1-0-Q 7-11-7 15-10-15 I 20-0-0 24-1-1 I 32-0-9 I 40-0-0 41-0-p 1-0- 7-11-7 7-11-7 4-1-1 4-1-1 7-11-7 7-11-7 1-0-8 Scale=1:89.4 5x12 MT18H-i 5x12 MT18H‹� 8.00[12 3x4= 5 ,m26 W6 27,,, 28 4x8 i V ' 4x8 4 8 3x4 .> 4. * 3x4 a 3 9 v T 0 d 24 29 CD 12 a l� 0 ca I rl 11 le Io9 4 o/� 1918 17 16 30 31 1514 13 32 12 S ` 00 4x8 = 8x8 = 4x8 = 4x8= 2x4 7x14 MT18H H 2x4 ii 6x8 H 6x8 I 7-11-7 I 15-10-15 I 24-1-1 I 32-0-9 I 40-0-0 I 7-11-7 7-11-7 8-2-3 7-11-7 7-11-7 Plate Offsets(X,Y)-- [2:0-8-0,0-0-5],[3:0-1-12,0-1-8],[5:0-2-12,0-2-0],[7:0-2-12,0-2-0],[9:0-1-12,0-1-8],[10:0-8-0,0-0-5],[13:0-4-0,0-0-12],[14:0-8-8,0-3-8],[17:0-0-8,0-4-0], [18:0-4-0,0-0-6] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.23 14-16 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.86 Vert(TL) -0.48 14-16 >999 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.18 10 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 BCDL 10.0 (Matrix-S) Weight:257 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x6 DF No.2*Except* 2-0-0 oc purlins(3-11-15 max.):5-7. (� P R QF 13-18:2x6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied. �E 6- WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 3-16,6-16,6- cs 6-16,6-14:2x4 DF No.1&Btr G MiTek recommends that Stabilizers ttt�,,,•"""" ••Ir �ross[brang'4 s/si� be installed during truss erection,i, iance,lgii}ti tAbjll7,@rE -5`„ Installation guide. LLSSyy UUUUtt'' REACTIONS. (lb/size) 10=2300/0-5-8,2=2300/0-5-8 Max Horz 2=-317(LC 8) Max UpIift10=-832(LC 11),2=-832(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. '37 ,,TT�,OREGON lu/ tx TOP CHORD 2-24=-3693/1345,3-24=-3579/1368,3-4=-3208/1323,4-5=-3064/1355,5-25=-2542/1209, -32, 4i, "/,9 1 4,rZ Q'� 25-26=-2549/1212,6-26=-2552/1214,6-27=-2471/1184,27-28=-2469/1183, Q� 7-28=-2461/1180,7-8=-2967/1320,8-9=-3113/1288,9-29=-3513/1343,10-29=-3622/1319 4•rj BOT CHORD 2-19=-1193/2978,18-19=-1193/2978,17-18=-1182/2942,16-17=-1193/2978, FR R �–�' 16-30=-987/2638,30-31=-987/2638,15-31=-987/2638,14-15=-975/2556, 13-14=-954/2925,13-32-959/2923,12-32=959/2923,10-12=959/2923 WEBS 3-19=0/254,3-16=-702/396 5-16=-316/926,6-16=-320/421,6-14=-424/451, 12/31/2017 7-14=-304/905,9-14=-714/409,9-12=0/260 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 3-0-0,Interior(1)3-0-0 to 10-1-7,Exterior(2)10-1-7 to 29-10-9,Interior(1) RRILL 29-10-9 to 37-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for � B reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 w v WAS4 j, 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category il;Exp B;Fully Exp.;Ct=1 O �Cl 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs / non-concurrent with other live loads. A �� 4)Provide adequate drainage to prevent water ponding. % 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4 ",, 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 165[398 ,L1`1 fit between the bottom chord and any other members,with BCDL=10.0psf. get, 46/STEW' ' 8)A plate rating reduction of 20%has been applied for the green lumber members. ti's tj 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=832, S'ONAL 2=832. Continued on page 2 August 3,2017 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 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek` 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 ANSIITPII Quality Criteria,DSB-89 and BC5I 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 PLH-1814 Aria D K3512818 B1600324 Al2 PIGGYBACK BASE 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:53 2017 Page 2 ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-tZxY1 UaRpNWrfa7JTNycERfgl1 KkhSS4YpVOQiyrZOu NOTES- 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)432 lb down and 436 lb up at 15-11-8,179 lb down and 213 lb up at 18-0-12,219 lb down and 273 lb up at 20-0-0,and 179 lb down and 213 lb up at 21-11-4,and 432 lb down and 436 lb up at 24-0-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-64,5-7=-64,7-11=-64,2-10=-20 Concentrated Loads(Ib) Vert:6=-119 25=-432 26=-64 27=-64 28=-432 ®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' p,A /Tek 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 PLH-1814 Aria D K3512819 B1600324 A13 CALIFORNIA 1 1 Job Reference(optional) _ Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:54 2017 Page 1 1 ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-MIVxEgb3ageiGkiV15TrmfB03RiLQxQEnTFxy8yrZOt- 1 0-0 5-5-8 10-9-8 1-7-1 13-10-15 17-2-0 20-0-0 22-9-15 2-5 28-1-1 28-5-15 34-3-3 40-0-0 1-0-0 11-0-0 5-5-8 5-4-0 0-10 2-3-1 { 3-3-1 I 2-10-0 I 2-9-15 0�7-1 2-8-1 I 2-4-14 5-9-5 I 5-8-13 11-0-0 9 Scale=1:72.7 5x6- - 5 5x6'� 4 4x4= 4x4= 8.005Y /4011V 29 8 30 3x4 i 3x4 4 3 10 4 m 26 31 WA 11 2 7 � u � m FT I� Oil/� 21 20 19 18 32 33 17 34 16 35 15 14 13 "\ 0 0 4x6= 6x8 4x4= 6x8 6x8 II 4x6= 2x4 4x8 = 2x4 II 6x8 II 4x8 = 4x4= 11-7-14 I 5-5-8 I 10-9-8 10-111-0 I 20-0-0 I 23-5-0 23-f-8 28-5-15 I 34-3-3 40-0-0 I 5-5-8 5-0-0 0- 8 8-4-2 3-5-0 0-1 8 4-11-7 5-9-5 5-8-13 0-8-14 Plate Offsets(X.Y)-- [3:0-1-12,0-1-8].[4:0-2-4.0-2-4].[8:0-2-12.0-2-8].[10:0-1-12,0-1-8],[15:0-4-0,0-0-14],[16:0-4-0,0-0-8],[19:0-4-0,0-0-14],[20:0-4-0,0-0-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.17 14-17 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.71 Vert(TL) -0.40 14-17 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.15 11 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 BCDL 10.0 (Matrix-S) Weight:272 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied,except 4-8:2x6 DF No.2 2-0-0 oc purlins(4-8-15 max.):4-8. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied. 15-20:2x6 DF 2250F 1.7E WEBS 1 Row at midpt 6-18,7-14 <cR,`tD PR OFF WEBS 2x4 DF Std G ', MiTek recommends that Stabilizers a .l� i -. ti�is 6[- /p be installed during truss erection,in •.. • ith Stabilizer Installation guide. �-7 REACTIONS. (lb/size) 2=1898/0-5-8,11=1898/0-5-8 CC" 89200PE Max Horz 2=305(LC 7) Max Uplift2=-359(LC 10),11=-359(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Q cr TOP CHORD 2-26=-2959/1161,3-26=-2893/1173,3-27=-2728/1209,4-27=-2535/1226, -f7Lj OREGON /4.04-28=-2189/1313,6-28=-2192/1313,6-7=-2657/1481,7-29=-2069/1273,8-29=-2066/1273, �9 "14 R /4.0 8-30=-2391/1181,10-30=-2576/1165,10-31=-2938/1191,11-31=-3021/1178 Q 1 4,2 P+ BOT CHORD 2-21=-842/2418,20-21=-842/2418,19-20=-833/2403,18-19=-842/2418,18-32=-951/2609, MFR R L\ e, 32-33=-951/2609,17-33=-951/2609,17-34=-934/2558,16-34=-934/2558, 16-35=-930/2556,15-35=-935/2546,14-15=-934/2558,13-14=-851/2447, 11-13=-851/2447 WEBS 8-14=-217/888,10-14=-506/252,4-18=-237/960,6-18=-675/371,6-17=-80/273, -EXPtilES t2/31/2017 7-17=-108/393,7-14=-821/392,3-18=-401/221 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 8-3-1,Exterior(2)8-3-1 to 13-10-15,Interior(1)17-2-0 to 22-9-15,Exterior(2)26-1-1 to 41-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and c� RRrLL e forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 w' o' WAS, `-1J, 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1C tt; 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs IP -. �G •tnon-concurrent with other live loads. , *`'4)Provide adequate drainage to prevent water ponding. '-• ' fii'i 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,d gr fit between the bottom chord and any other members,with BCDL=10.0psf. ''P°44\1, ,� 51398 �V� 7)A plate rating reduction of 20%has been applied for the green lumber members. Q� �G(S-�R- 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=359, �s 11=359. `rIONAL E- 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Va"gypsum Continued on benakeddirectly to the bottom chord. August 3,2017 I AWARNING-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 M'Tek' 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 PLH-1814 Aria D K3512819 B1600324 A13 CALIFORNIA 1 1 Job Reference(optional) Pro.Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:54 2017 Page 2 • ID:EW9PIDLs4sJ0KTAhxtJENsyUR?P-MIVxEgb3ageiGkiV15TrmfB03RiLQxQEnTFxy8yrZOt NOTES- 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 111111- 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 bradng 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 ANSIITPII 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 PLH-1814 Aria D - K3512820 B1600324 A14 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:55 2017 Page 1 ' ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-gx2JSAchL_nYutHiao_4JskD1 r?R9LQN?7_UUayrZOs 11-10-15 1 0-0 5-5-8 10-9-8 1-7-1 17-2-0 20-0-0 22-9-15 2 5 28-1-1 28 5-115 34-3-3 40-0-0 q100 11-0-0 5-5-8 I 5-4-0 0-10 1 5-3-1 2-10-0 2-9-15 0 7-� 4-8-1 0--14 5-9-5 5-8-13 I1-0-0 0-3-1 Scale=1:72.7 5x8 i 5x6 = 4x4= 4x4= 4 6 r,27 28 d`a 29 t„ 30 31 § 32 5, 33 c 7 34 0 to ri 8.00 112x4 .:,..,, /V 3x4 Y 325 „ `f m w 24 35 :1 2 K/. Li 4 Km 1 .v.6.10 Iq Ix9 O / \ ,:,0 19 18 17 16 36 37 15 38 14 39 13 12 11 4x8= 6x8 I I 4x4 = 8x8 = 6x8 II 4x8= 2x4 II 4x8 = 2x4 I I 6x8 II 4x8 = 4x4 = I 11-7-14 I 5-5-8 10-9-8 10-111-0 I 20-0-0 I 23-5-0 23-R-8 28-5-15 34-3-3 40-0-0 I 5-5-8 5-0-0 0--8 8-4-2 3-5-0 0418 4-11-7 5-9-5 5-8-13 0-8-14 Plate Offsets(X,Y)-- [2:0-8-0,0-0-5].[3:0-1-12.0-1-8],[7:0-3-1,0-2-11].[8:0-1-12.0-1-81,[9:0-8-0.0-0-5].[13:0-4-0.0-0-01[17:0-4-0,0-0-8].[18:0-4-0.0-0-15] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.37 Vert(LL) 0.28 12-15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.91 Vert(TL) -0.52 12-15 >930 180 TCDL 7.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.19 9 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2012/TPI2007 (Matrix-S) Weight:266 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied,except 4-7:2x6 DF No.2 2-0-0 oc purlins(3-10-1 max.):4-7. BOT CHORD 2x6 DF No.2`Except* BOT CHORD Rigid ceiling directly applied. D P R QF 13-18:2x6 DF 2250F 1.7E WEBS 1 Row at midpt 5-16,6-12 �Q.E Fs WEBS 2x4 DF Std G ,41 IS MiTek recommends that Stabilizers a I titl] /O be installed during truss erection,in .• - . : . ith Stabilize 9 Installation guide. �-9 REACTIONS. (lb/size) 2=2361/0-5-8,9=2361/0-5-8 CL' 89200PE v Max Horz 2=239(LC 27) Max Uplift2=-1185(LC 10),9=-1185(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-24=-3780/1961,3-24=-3714/1974,3-25=-3610/2030,4-25=-3596/2058, yL 4,ORNEGO �<(/ 4-26=-2910/1785,26-27=-2916/1789,27-28=-2917/1790,5-28=-2921/1793, / '9y �.k 1 5-29=-3678/2276,29-30=-3678/2276,30-31=-3678/2276,6-31=-3678/2276, Q qV/ 1 4,2 �P 6-32=-2760/1713,32-33=-2755/1712,33-34=-2755/1711,7-34=-2749/1707, • R R I L, 7-8=-3411/1971,8-35=-3776/2009,9-35=-3859/1996 BOT CHORD 2-19=-1689/3104,18-19=-1689/3104,17-18=-1674/3085,16-17=-1689/3104, 16-36=2054/3627,36-37=-2054/3627,15-37=-2054/3627,15-38=-1986/3556, - 14-38=-1986/3556,14-39=-1980/3551,13-39=-1985/3542,12-13=-1986/3556, 11-12=-1548/3145,9-11=-1548/3145 WEBS 7-12=-637/1266,8-12=-523/280,4-16=-680/1360,5-16=-1212/912,5-15=-20/258, 6-15=-126/449,6-12=-1402/1010,3-16=-577/352 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 � R ULL ., (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 3-0-0,Interior(1)3-0-0 to 5-10-3,Exterior(2)5-10-3 to 11-6-2,Interior(1)17-2-0 w` QV WAS44 f'.?‘ to 22-10-0,Exterior(2)28-5-14 to 41-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for MWFRSmembers - C> � and forces& for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 010 !,.� O 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 (��; 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs `./ non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. A l4 T 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5]398 w� 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 fir{, 'GjsTEg� fit between the bottom chord and any other members,with BCDL=10.0psf. �.p C, 7)A plate rating reduction of 20%has been applied for the green lumber members. `rI0]VAL V' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=1185, 9=Continue8d on page 2 August 3,2017 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.I W03/2015 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 bradng 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 • Jobe Truss Truss Type Qty Ply PLH-1814 Ma D K3512820 B1600324 A14 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 S Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:55 2017 Page 2 ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-gx2JSAchL_nYutHiao_4JskD1 r?R9LQN?7_UUayrZOs NOTES- 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. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)240 lb down and 434 lb up at 11-11-8,179 lb down and 213 lb up at 14-0-12,220 lb down and 275 lb up at 16-0-12,222 lb down and 281 lb up at 18-0-12,222 lb down and 281 lb up at 20-0-0,222 lb down and 281 lb up at 21-11-4,220 lb down and 275 lb up at 23-11-4,and 179 lb down and 213 lb up at 25-11-4,and 240 lb down and 434 lb up at 28-0-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-7=-64,7-10=-64,2-9=-20 Concentrated Loads(Ib) Vert:26=-240 27=-64 28=-121 29=-128 30=-128 31=-128 32=-121 33=-64 34=-240 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. int 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 bradng M Fie 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 • 4 Job Truss Truss Type Qty Ply PLH-1814 Aria D K3512821 B1600324 A15 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:56 2017 Page 1 ` ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-18chfWcJ6IvPW1su8WVJr4GLZFQ8umiXEnk200yrZOr - 9-10-15 II, 4-3-13 I 7-6-2 7-7114 10-9-: 15-10-0 23-5-0 21-1-1� 27-11-11 30-1-1 I 32-5-14 I 35-8-3 40-0-0 41-0.6 !� 4-3-13 3-2-5 0-1-13 2-3-1 d 10- 5-0-8 7-7-0 0-8-1 3-9-12 2-1-6 2-4-13 3-2-5 4-3-13 I-0-0 Scale=1:74.5 10 5x8 \\ 5 404 = 4x8 = 4x4 8.00 12 5x6 4 6 8 9 =. r El_. V 2x4 O 27 28 7 rl 29 30 2x4,i 3 11 26 31 Y 12 712 J 2 f e Io- u �\ 1c Io � 21 20 19 18 1716 15 14 4x6= 6x8 I I 4x6_ 8x8 H 4x6= 4x4 = 4x12 I I 4x8—6x8 24-1-15 I 7-0-2 1 10-9-8 10-1�-0 15-10-0 I 23-5-0 23--8 1 32-5-14 1 40-0-0 1 7-6-2 3-3-6 0-1-8 4-11-0 7-7-0 0--8 8-3-15 7-6-2 0-7-7 Plate Offsets(X.Y)-- [4:0-3-4,0-2-4].[15:0-4-0.0-0-6].[16:0-7-8.0-2-0],[20:0-4-0,0-1-5] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.32 16-18 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.56 Vert(TL) -0.74 16-18 >646 180 TCDL 7.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.21 12 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix-S) Weight:257 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied,except 4-7,7-9:2x6 DF No.2 2-0-0 oc purlins(3-3-12 max.):4-9. BOT CHORD 2x6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 6-16,8-14 .c�,ED PR OFF-, 4-18:2x4 DF 2400F 2.0E .moi' MiTek recommends that Stabilizers a t tiarm / be installed during truss erection,in ,44.7,..• . . ith Stabilizef� Installation guide. 2"7 REACTIONS. (Ib/size) 2=1890/0-5-8,12=1896/0-5-8 89200PE Max Horz 2=233(LC 7) Max Uplift2=-357(LC 7),12=-363(LC 6) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 10 Cr TOP CHORD 2-26=-3018/1191,3-26=-2934/1196,3-4=-2887/1219,4-27=4075/1843, -74. 4,,OREGON D. �� 27-28=-4075/1843,6-28=-4075/1843,6-7=-3862/1764,7-8=-3862/1764,8-29=-2316/1302, / .q 9-°� 29-30=-2313/1302,9-30=-2312/1302,9-11=-2795/1205,11-31=-2875/1195, O AR 1 4, �P� 12-31=-2945/1190 V`�R RIO- 17-18=-1390/4075, CHORD 2-21=-876/2456,20-21=-894/2438,19-20=-886/2408,18-19=-894/2438, 17-18=-1390/4075,16-17=-1336/3842,15-16=-1308/3866,14-15=-1312/3862, 12-14=-867/2414 WEBS - 9-14=-144/994,6-18=438/356,8-16=-3/435,4-18=-613/1862,8-14=-1797/6.10 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 3-0-0,Interior(1)3-0-0 to 4-2-5,Exterior(2)4-2-5 to 9-10-15,Interior(1)13-3-12 to 26-10-0,Exterior(2)30-1-1 to 41-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and -c ,"ALL forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 c� 1�* q 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 '''° OV WAS1 t J, 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs C> t'P non-concurrent with other live loads. / "�•, p 4)Provide adequate drainage to prevent water ponding. -4,, /41!..4`}, ' ,o, 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 - y fit between the bottom chord and any other members. ,, ilk,r 7)A plate rating reduction of 20%has been applied for the green lumber members. ,'E' ,� 51398 hV, 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=357, 0,,t, - 0/ST O- 12=363. 6'S' CS 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1W gypsum �t0NALE sheetrock be applied directly to the bottom chord. 10) Grapuea hical lt�ag ise 2 representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. August 3,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Nit 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 ANSIITPII 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 PLH-1814 Aria D K3512821 B1600324 A15 CALIFORNIA 1 1 Job Reference(optional) Pro-build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:56 2017 Page 2 I D:EW9PIDLs4sJOKTAhxtJENsyUR?P-18chfWcJ6IvPW1 suBVWJr4GLZFQ8umiXEnk200yrZOr MUM®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek j 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 ANSIITPII 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 PLH-1814 Aria D i K3512822 B1600324 A16 CALIFORNIA 1 1 Job Reference(optional) ' Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:57 2017 Pag6 1 ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-mKA3tsdxtblG7BQ4iDOYOHpWQekWd9CgTRTbZTyrZOq - 7-10-15 �1=0-0 4-3-13 I 7-8-2 7-11� 10-9-8 I 15-10-0 23-5-0 29-1-iR 27-11-11 I 32-1-1 302/151144 35-8-3 40-0-0 41-0-0 00 4-3-13 3-2-5 0-/-1 2-10-9 5-0-8 7-7-0 0-8-1 y' 3-9-12 4-1-8 - 3-2-5 4-3-13 0 0-3-1 Scale=1:74.5 8x12 \\ 4x4 = 5x8 = 4x6= 8.00 12 4.14 _25 26 28 5 _ 6 • 30 31 7 32 34 358 36\\ �!� 2x4 .. 2x4�i el /7n 90g z � �. 101 i iie-\ '1016 o �� 19 18 17 16 1514 13 12 0 0 4x6= 8x8— 8x8 = 4x6 = 4x12 II 8x12= 4x8 — 4x6= 6x8 24-1-15 I 7-6-2 1 10-9-8 10-j�-0 15-10-0 1 23-5-0 23 -8 1 32-5-14 I 40-0-0 I 7-6-2 3-3-8 0--8 4-11-0 7-7-0 0--8 8-3-15 7-6-2 0-7-7 Plate Offsets(X,Y)-- 12:0-7-3.0-0-15].[4:0-3-8,0-2-12],[10:0-3-0,0-1-11].[12:0-2-8,0-2-0],[13:0-2-5.0-3-11].[14:0-9-8,0-2-0],[16:0-2-8,0-2-0],[17:0-1-2.0-3-7].[18:0-4-0.0-0-7] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) 0.50 14-16 >962 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.68 Vert(TL) -0.88 14-16 >549 180 TCDL 7.0 Rep Stress lncr YES WB 1.00 Horz(TL) 0.25 10 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix-S) Weight 250 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied,except 4-6,6-8:2x6 DF No.2 2-0-0 oc purlins(2-10-11 max.):4-8. BOT CHORD 2x6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied. Q PROF WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 4-16,5-14,7-1 ��� Fs 4-16:2x4 DF 2400E 2.0E MiTek recommends that Stabilizers a �i -. [� tS/p be installed during truss erection,in un. . . ithhSStabilize?9 /L REACTIONS. (lb/size) 2=2116/0-5-8,10=2116/0-5-8 Installation guide. £ 89200PE fir" Max Horz 2=164(LC 9) Max Uplift2=-1086(LC 10),10=-1087(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3433/1857,3-4=-3298/1855,4-24=-4917/2942,24-25=-4917/2942, -y OREGON �Q 25-26=-4917/2942,26-27=-4917/2942,27-28=-4917/2942,5-28=-4917/2942, �/ R,Q l Q'��` 5-29=-4657/2794,6-29=-4657/2794,6-30=-4657/2794,30-31=-4657/2794, Q 14,2 Q+ 7-31=-4657/2794,7-32=-2621/1553,32-33=-2619/1552,33-34=-2618/1552, M l3 34-35=-2618/1551,35-36=-2617/1551,8-36=-2614/1549,8-9=-3178/1791, ER R 9-10=-3338/1813 BOT CHORD 2-19=-1543/2804,18-19=-1509/2777,17-18=-1495/2744,-16-17=1509/2777, 15-16=-2786/4917,14-15=-2660/4641,13-14=-2601/4660,12-13=-2606/4657, a ' I 2012 10-12=-1403/2745 WEBS 4-19=-153/460,8-12=-601/1264,5-16=-662/662,7-14=-21/442,4-16=-1528/2434, 5-14=-317/222,7-12=-2366/1510,3-19=-333/272,9-12=-292/218 NOTES- 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (1RRilj gq' (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 13-3-12,Interior(1)13-3-12 to 26-10-0,Exterior(2)26-10-0 to 32-5-14 zone; ,�v' WAS `t" cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; O�� �G' �� Lumber DOL=1.60 plate grip DOL=1.6040 1! !_ , G "13 1..; � 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1IF. 1_;,." /.a 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs i_ ' non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. A $�� C 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5]39$ 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 �Dr{ ��'Qf ' �Y fit between the bottom chord and any other members. • 'S C). 7)A plate rating reduction of 20%has been applied for the green lumber members. SIQNAL � 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=1086, Corit4 eed on page 2 August 3,2017 I -- WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEK 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' e iTek 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 3 Truss Truss Type Qty Ply PLH-1814 Aria D K3512822 B1600324 A16 CALIFORNIA 1 1 Job Reference(optional) Pro,Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:57 2017 Page 2 I D:EW9PIDLs4sJOKTAhxtJENsyUR?P-mKA3tsdxtb 1 G7BQ4iDOYOHp WQekWd9CgTRTbZTyrZOq NOTES- 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and W gypsum sheetrock be applied directly to the bottom chord. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)91 lb down and 321 lb up at 7-11-8,139 lb down and 146 lb up at 10-0-12, 180 lb down and 212 lb up at 12-0-12,182 lb down and 219 lb up at 14-0-12,182 lb down and 219 lb up at 16-0-12,182 lb down and 219 lb up at 18-0-12,182 lb down and 219 lb up at 20-0-0,182 lb down and 219 lb up at 21-11-4,185 lb down and 221 lb up at 23-11-4,182 lb down and 219 lb up at 25-11-4,183 lb down and 215 lb up at 27-11-4,and 139 lb down and 146 lb up at 29-11-4,and 91 lb down and 318 lb up at 32-0-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-8=-64,8-11=-64,2-10=-20 Concentrated Loads(Ib) Vert:5=-64 7=-64 24=-91 26=-57 28=-64 29=-64 30=-64 31=-64 32=-64 34=-57 36=-91 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 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 [VI iTek` 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 ANSITIPII Quality Criteria,DSB-89 and BCSI Building Component 250 Bug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-1814 Aria D K3512823 B1600324 A17 CAL HIP 1 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:59 2017 Page 1 ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-iilglXfCPDH_NVaTpe30TiuuWSQP554zwlyidLyrZOo - -I1 0-01 2-8-13 5-6-2 5-10--15 11-4-8 17-1-8 1 22-10-8 28-7-8 l 34-1-1 34-x114 37-3-3 1 40-0-0 441-0-(� 00 2-8-13 2-9-5 0--4 5-5-9 5-9-0 5-9-0 5-9-0 5-5-9 0-4-14 2-9-5 2-8-13 -0-0 Scale=1:74.4 5x12 MT18H'i 2x4 H 7x14 MT18H= 4x12= 4x8= 4x8= 2x4 I I 8.00 112 4 4 25 26 5 27 28 _.29 7 30 31 32 8 33 34 359 36 37 1.0 38 rm ro w no no no na rsa 2x4 i' to �� * . 2x4 3 11 c 0 v m 2 R d nn nn nn o nn no fill ® fa 12 qI1 :� n n n i.:�/. n nn nn nn nn nn G nn nn . . 1 h o 2 20 LUS24 LUS24 19 LUS24 18 :\ 0 0 4x6 39 40 23 41 42 22 43 21 44 45 46 47 48 49 17 50 5116 52 15 53 54 14 55 56 57 4x6 LUS24 LUS24 4x8 = LUS24 8x8 = 4x8 = 2x4 H 4x8 U 4x12 = LUS24 4x4= LUS24 LUS24 8x8= 2x4 II LUS24 LUS24 4x8 II LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 4x4 = LUS24 LUS24 I 5-6-2 11-4-8 I 17-1-8 I 22-10-8 28-7-8 34-5-14 40-0-0 I 5-6-2 5-10-7 5-9-0 5-9-0 5-9-0 5-10-7 5-6-2 Plate Offsets(X.Y)-- [2:0-3-0,0-1-13],[4:0-4-1,0-2-88),110:0-11-8,0-2-8],[12:0-3-0,0-1-13].[16:0-4-0,0-1-71[21:0-0-14,0-3-11],[22:0-1-9.0-3-11].[23:0-2-0,0-2-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) 0.47 18-19 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.65 Vert(TL) -0.83 18-19 >573 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.21 12 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 (Matrix) Weight:512 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except 4-6,6-10:2x6 DF No.2 2-0-0 oc purlins(4-11-6 max.):4-10. BOT CHORD 2x6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied or 8-7-3 oc bracin• WEBS 2x4 DF Std G , co P R 0FFss REACTIONS. (lb/size) 2=3124/0-5-8,12=3123/0-5-8 ,\Gj ANG 1 N Etc q �p� Max Horz 2=-122(LC 22) tV Max Uplift2=-1631(LC 8),12=-1636(LC 9) 89200PE �c FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-4822/2623,3-4=-4833/2670,4-24=-4014/2281,24-25=-4014/2281, 25-26=-4014/2281,5-26=-4014/2281,5-27=-10096/5705,27-28=-10096/5705, 6-28=-10096/5705,6-29=-10096/5705,7-29=-10096/5705,7-30=-10096/5705, O A-OREGON ,.CZ30-31=-10096/5705,31-32=-10096/5705,8-32=-10096/5705,8-33=-7184/4110, -7L "� 1� 33-34=-7184/4110,34-35=-7184/4110,9-35=-7184/4110,9-36=-7184/4110, /6 9 y 14 2O '� 36-37=-7184/4110,37-38=-7184/4110,10-38=-7184/4110,10-11=-5046/2799, /�c �jP 11-12=-5012/2735 R R L� BOT CHORD 2-39=-2143/3896,39-40=-2143/3896,23-40=-2143/3896,23-41=-4568/8174, 41-42=-4568/8174,22-42=-4568/8174,22-43=-4528/8111,21-43=-4518/8128, 2D-21=-4568/8174,20-44=-4568/8174,44-15--1568/8171,15 16-1568/8174, p p .017 19-46=-4568/8174,19-47=-5544/9943,47-48=-5544/9943,48-49=-5544/9943, 18-49=-5544/9943,17-18=-5544/9943,17-50=-5541/9966,50-51=-5548/9953, 16-51=-5552/9948,16-52=-5544/9943,15-52=-5544/9943,15-53=-2275/4269, 53-54=-2275/4269,54-55=-2275/4269,14-55=-2275/4269,14-56=-2137/4017, 56-57=-2137/4017,12-57=-2137/4017 WEBS 3-23=-317/409,4-23=-842/1901,5-23=-4866/2788,5-20=-149/764,5-19=-1236/2184, N,g,1 RILL ,, 7-19=-698/642,8-18=-283/957,8-15=-3246/1839,9-15=-799/747,10-15=-2020/3434, �1� F WAS�T, `t? 10-14=0/421,11-14=-357/458 O SVG .e' NOTES- - 7 O 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: • • ''I Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. "j / Webs connected as follows:2x4-1 row at 0-9-0 oc. A.fi 5144* 398 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 fir{, �4b/STERti� connections ve been rovided to e only ds noted as(F)or 3)Wind:ASCE 7 10;Vult=140mph(3-secondtg gust)Vasd=111 ph;TCDL=4.2psf;BCDL=6.Opsf;h),unless otherwise =5ft Cat.Il;Exp B;enclosed;MWFRS cated. �sSIONAL 1 (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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 Continued on page 2 August 3,2017 I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. imel 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 M'Tel(' 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 PLH-1814 Aria D K3512823 B1600324 A17 CAL HIP 1 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:32:59 2017 Page 2 ID:E W9PIDLs4sJOKTAhxtJENsyUR?P-iilglXfCPDH_N VaTpe30Tiuu WSQP554zwlyidLyrZOo NOTES- 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times Flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are MT20 plates unless otherwise indicated. 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 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)except(jt=lb)2=1631,12=1636. 12)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 13)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 37-11-4 to connect truss(es)to back face of bottom chord. 15)Fill all nail holes where hanger is in contact with lumber. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)322 lb down and 436 lb up at 5-11-8,213 lb down and 220 lb up at 8-0-12, 221 lb down and 229 lb up at 10-0-12,221 lb down and 225 lb up at 12-0-12,221 lb down and 227 lb up at 14-0-12,221 lb down and 228 lb up at 16-0-12,222 lb down and 229 lb up at 18-0-12,222 lb down and 230 lb up at 20-0-0,222 lb down and 229 lb up at 21-11-4,225 lb down and 235 lb up at 23-11-4,223 lb down and 233 lb up at 25-11-4,223 lb down and 231 lb up at 27-11-4,221 lb down and 229 lb up at 29-11-4,and 213 lb down and 220 lb up at 31-11-4,and 322 lb down and 436 lb up at 34-0-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-10=-64,10-13=-64,2-12=-20 Concentrated Loads(Ib) Vert:24=-276 25=-117 26=-117 27=-117 28=-117 29=-117 30=-117 31=-117 32=-117 33=-114 34=-117 35=-114 36=-117 37=-117 38=-276 39=-37(B)40=-37(B) 41=-37(B)42=-37(B)43=-37(B)44=-37(B)45=-37(B)46=-37(B)47=-37(8)48=-37(B)49=-37(B)50=-37(B)51=-37(B)52=-37(B)53=-37(B)54=-37(B)55=-37(B) 56=-37(B)57=-37(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 MiTek5t 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 !YI i lek` 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 ANSIRPII Quality Criteria,DSB-89 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-1814 Aria D - K3512824 B1600324 ACAP01 Piggyback 9 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Aug 03 11:13:05 2017 Page 1._ ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-jlICAyeanSj4ljisGVGskrY77KjugSZ6B4n04uyrYRC " 4-1-1 8-2-3 4-1-1 4-1-1 4x4 = Scale=1:19.4 3 116 i 1 8.00 12 4 i 2 5 eldr III6 3x4 = 2x4 H 3x4 = I 8-23 I 8-2-3 Plate Offsets(X,Y)-- 12:0-3-15,Edgel,F4:0-3-15,Edae) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) n/a - n/a 999 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.10 Vert(TL) n/a - n/a 999 TCDL 7.0 Rep Stress lncr YES WB 0.02 Horz(TL) 0.00 4 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 (Matrix) Weight:28 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and r-. ' -. masa be installed during truss erection,in a •• -•r•-�Itli S+t�Y' rs Installation guide. ��\�� �NGI NEFR ' per REACTIONS. All bearings 8-2-3. (Ib)- Max Horz 1=-78(LC 6) Max Uplift 1All uplift 100 lb or less at joint(s)except 1=-415(LC 18),5=-382(LC 19),2=-433(LC 10),4=-413(LC ' 89200PE 9c' 1) Max Gray All reactions 250 lb or less at joint(s)6 except 1=349(LC 10),5=319(LC 11),2=619(LC 18),4=598(LC 19) t . CC FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. -j7 QR EGON L0/ TOP CHORD 1-2=-217/266 L, Ly ,�R ` NOTES- /O �.. 14,24�P• �` 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed; I'/F{�(� L� 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 fz0 2 TOLL:ASC€7- npsf(nat roof snow);-C- --.- :; . • - 12/31/2017 3)Gable requires continuous bottom chord bearing. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 415 lb uplift at joint 1,382 lb uplift at joint ovItRILL 6 5,433 lb uplift at joint 2 and 413 lb uplift at joint 4. � ) F WAS • , 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. O kl'V 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building ♦ ,�• !`4 "tC> (.it designer. !_ /,- --'Z''''' C) ,. ' LOAD CASE(S) Standard � / ` . Aio„ 4,51398 z.,44)�� 0ISTER SSIONAL V7 August 3,2017 i _ i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 Job Truss Truss Type Qty Ply PLH-1814 Aria D K3512825 B1600324 B01 GABLE 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:00 2017 Page 1 ID:EW9PIDLs4sJ0KTAhxtJENsyUR?P-AvsCVtgclAWPr f9fNLaF0wR52sshgc169PiF9oyrZOn r1-0-01 5-2-4 I 10-4-8 I 15-6-12 1 17-0-6 1 20-9-0 X21-9-01 1-0-0 5-2-4 5-2-4 5-2-4 1-5-10 3-8-10 1-0-0 4x4= Scale:1/4"=1' 4 Sheet Front � Special Left Option 12-9-0 ,ir 29 SHEATHING SHOWN IS NOT 1 Ply Plywood/OSB Structural ,'�;.,��♦ PART OF COMPONENT DESIGN 8.0012 d �%��.. 3 1 it 5 Special e. Ai,� / JJ /IC 1 0 41. / , At 28 , v1//e,-011�� .:ill LT• ->•I.% a���T II II 11 IIsizz ir1 II A `� 8 Ig • ►=R 30 31 32 11 33 10 34 35 ►=� ell. 3x4 93x4 LUS24 LUS24 LUS24 3x4 = 3x6 =LUS24 LUS24 3x4= LUS24 I 6-11-12 I 12-9-0 113-9-41 20-9-0 I 6-11-12 5-9-4 1-0-4 6-11-12 Plate Offsets(XX)-- [2:0-2-0,0-1-8],[4:0-2-0,0-0-0].[4:0-2-0.0-1-12].[7:0-2-0.0-1-8].[13:0-3-0.0-1-0],[16:0-2-0,0-0-12],[16:0-1-6,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.04 2-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.26 Vert(TL) -0.12 2-11 >999 180 TCDL 7.0 Rep Stress Incr NO WB 0.59 Horz(TL) 0.01 7 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix) Weight:262 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x6 DF No.2*Except* MiTek recommends that Stabilizers and re• -siB OTHERS 3-11x4,4-11,4-9,5-9::2x4 DF Std G be installed during truss erection,in a •• •P n• e-s , Installation guide. ,,.A.-- , .A.-- , REACTIONS. (lb/size) 2=619/0-5-8,9=941/0-5-8,7=303/0-3-8 GV Max Horz 2=218(LC 7) 89200 P E Tr Max Uplift2=-164(LC 8),9=-200(LC 8),7=-91(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-28=-692/149,3-28=-530/159,3-4=-544/211 0 CC BOT CHORD 2-30=-175/594,30-31=-175/594,31-32=-175/594,11-32=-175/594OREGON�� x /.14 WEBS 3-11=-337/278,4-11=-184/489,4-9=-562/166,9-16=-365/284,5-16=-333/279 �47.00- 1 - �O qy 14,2 P} NOTES- /t. 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS V`�R R I �' (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)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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. \,/$RRILL eq 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �� F WASNr, .`7J, fit between the bottom chord and any other members. T ti0 W ,Lt, 9)A plate rating reduction of 20%has been applied for the green lumber members. 4 r, ; GAO 11 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 164 lb uplift at joint 2,200 lb uplift at joint 9 i� "' and 91 lb uplift at joint 7. ar 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 -Or from the left end to 12-0-12 to connect truss(es)to front face of bottom chord. `:) 51398 c� w� 13)Fill all nail holes where hanger is in contact with lumber. 0,4, �4'GIST ,3 '\'''' 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)94 lb down and 139 lb up at 2-0-0, .‹S C" and 74 lb down and 67 lb up at 12-0-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. SIONALE� 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). adeAliliGASEMEStandard August 3,2017 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 [VtiTekx 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 ANSIITPII 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 PLH-1814 Aria D K3512825 B1600324 B01 GABLE 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:01 2017 Pag6 2• ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-e5QaiDgSxgXicokrx35UY7_GoGCwZ3YGO3RpiEyrZOm LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-4=-64,4-8=-64,2-7=-20 1=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 �2 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/TPN 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 PLH-1814 Aria D 83512826 B1600324 B02 Common 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:01 2017 Page 1 I D:E W9PIDLs4sJOKTAhxtJENsyUR?P-esQaiDgSxgXicokrx35UY7_GFGDJZ3FGO3RpiEyrZOm 1-1-0-0 i 5-2-4 I 10-4-8 I 15-6-12 I 20-9-0 121-9-0 1-0-0 5-2-4 5-2-4 5-2-4 5-2-4 1-0-0 4x4 = Scale=1:46.5 4 8.00 12 12 13 2x4 \\ 2x4 1/ • 3 5 111dIL //A111 14 ??}} 2 6 01t7 � S 7 to gio 10 9 15 ►� mi -� 3x4 8 3x4 i 3x4= 3x6 = 3x4 I 6-11-12 I 13-9-4 20-9-0 I 6-11-12 6-9-8 6-11-12 Plate Offsets(X.Y)— [2:0-2-0.0-1-8].[4:0-2-0,0-1-12].[6:0-2-0.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) -0.07 8-10 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.24 Vert(TL) -0.12 2-10 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.61 Horz(TL) 0.01 6 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:98 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and re• •, esfB be installed during truss erection,in a • �• , .AEE• --Y F�*s Installation guide. Co GI N REACTIONS. (lb/size) 2=618/0-5-8,8=943/0-5-8,6=302/0-3-8 \ 79 Max Horz 2=-218(LC 8) 17 Max Uplift2=-154(LC 10),8=-187(LC 11),6=-87(LC 11) 89200PE 1-- FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-690/138,3-11=-528/159,3-12=-543/192,4-12=-475/204 BOT CHORD 2-10=-167/623 WEBS 3-10=-335/276,4-10=-181/548,4-8=-580/153,5-8=-357/282 GREGUN � �((y� /O q� 14,2-°\ V.:\-- 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 /1/ R R I Ir-\' R) (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-4-8,Exterior(2)7-4-8 to 10-4-8,Interior(1)13-4-8 to 18-9-0 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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 EXPIRES: 12/31/2017 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load 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,with BCDL=10.Opsf. RRELL 6)A plate rating reduction of 20%has been applied for the green lumber members. c� e 7 )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 154 lb uplift at joint 2,187 lb uplift at joint 8 �v ov WA,S4r `t), and 87 lb uplift at joint 6. Q- <4 'vo 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 'Q 4� - •.1` �?, .i 13 �, 10 P�51398 ,C�, GISTEg sslorra�.ti�� August 3,2017 11. I 141 ®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 8CSI Building Component 250 Bug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-1814 Aria D _ K3512827 B1600324 B03 Common 2 1 . Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:02 2017 Page 1 ' ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-7HzywZh4i8fZEyJ2Vmcj5LWS8fYVIWWPcjBMEgyrZOl • I-1-0-0 I 5-2-4 I 10-4-8 I 15-6-12 I 19-11-2 I 1-0-0 5-2-4 5-2-4 5-2-4 4-4-6 4x4= Scale=1:45.5 4 8.00 112 11 12 2x4\\ 4x4 '� • 3 5 \ Aid 13 2x4 II 10 6 Aiiii 2 Y4 '- 011 ►� ►� 6 R9 14 15 ► ►= 3x4 i 8 7 3x4= 3x4 - 3x4— I 6-11-12 I 13-9-4 I 19-11-2 I 6-11-12 6-9-8 6-1-14 Plate Offsets LX.Y)-- [2:0-2-0,0-1-8].[4:0-2-0.0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.07 8-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.24 Vert(TL) -0.12 2-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.01 7 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:101 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracin• p P R t MiTek recommends that Stabilizers and Rift •- - r•Fs be installed during truss erection,in a• ••-•Y1 ',IlaE�i(�zer• s/p Installation guide. 2 REACTIONS. (lb/size) 2=621/0-5-8,8=914/0-5-8,7=185/0-5-2 89200RE 17' Max Horz 2=222(LC 7) Max Uplift2=-155(LC 10),8=-191(LC 11),7=-31(LC 11) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-696/139,3-10=-533/160,3-11=-549/194,4-11=-492/205 © Q BOT CHORD 2-9=-183/615 12, 4fOREGON is /4.0 WEBS 3-9=-335/276,4-9=-182/547,4-8=-578/149,5-8=-337/282 //O •q 4 ZQ\ NOTES- , 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS FR R �`� (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-4-8,Exterior(2)7-4-8 to 10-4-8,Interior(1)13-4-8 to 16-9-6 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lurn�r DOL=1.60 plate grip DOL=1.60 EXPIRES: —1-2/31-/2017 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load 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 LL & fit between the bottom chord and any other members,with BCDL=10.Opsf. 1r WA$ `7 6)A plate rating reduction of 20%has been applied for the green lumber members. J F k ), 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 155 lb uplift at joint 2,191 lb uplift at joint 8 • '1/0 Cts and 31 lb uplift at joint 7. "• p 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. -4 ..• /9 [" „, r 016 4, 51398 w. Ofi �GrSTER� �SSIONALti�C' August 3,2017 I moms ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. int 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 PLH-1814 Aria D K3512828 B1600324 B04 Common 1 1 Job Reference(optional) 1'roSuild Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:02 2017 Page 1 I D:EW9PIDLs4sJOKTAhxtJENsyUR?P-7HzywZh4i8fZEyJ2Vmcj5LWS5fXylXsPcjBMEgyrZ01 -1-0-0 1 5-2-4 10-4-8 15-6-12 I 19-11-2 I 1-0-0 5-2-4 5-2-4 5-2-4 4-4-6 4x4= Scale=1:45.5 4 8.00 112 1/k .. 2x4\\• 1029 14 15 8 X 3x4 i 7 3x4= 3x4= 3x4= I 6-11-12 I 13-9-4 I 19-11-2 I 6-11-12 6-9-8 6-1-14 Plate Offsets(X,Y)-- [2:0-2-0,0-1-81,[4:0-2-0.0-1-14 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.07 8-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.27 Vert(TL) -0.14 8-9 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.03 7 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:101 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-11-15 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 braci D P R 1 MiTek recommends that Stabilizers and- • i RAI-. - .•is be installed during truss erection,in a••+-- ',IGt�11lieeR sial Installation guide. REACTIONS. (lb/size) 2=902/0-5-8,7=819/0-5-2 '9 Max Horz 2=222(LC 7) 89200P E r Max Uplift2=-209(LC 10),7=-164(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-1182/251,3-10=-1019/272,3-11=-1033/305,4-11=-920/316,4-12=-864/316, 5-12=-976/304 "y ,1�OREGON BOT CHORD 2-9=-259/993,9-14=-51/607,14-15=-51/607,8-15=-51/607,7-8=-145/813 Gj -`/,9� �'\� WEBS 3-9=-320/273,4-9=-180/536,4-8=-157/437,5-8=-231/259,5-7=-1060/198 14,rZ �Q'�` NOTES- /1/ R R 10, 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 7-4-8,Exterior(2)7-4-8 to 10-4-8,Interior(1)13-4-8 to 16-9-6 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions EXPI RES: 12/31/2017 shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `: RRjLL ts 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 � 1�' fit between the bottom chord and any other members,with BCDL=10.Opsf. � " vo WAS. 4. ), 6)A plate rating reduction of 20%has been applied for the green lumber members. moi. G� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 209 lb uplift at joint 2 and 164 lb uplift at /4 /1�/ „. i joint7. F" '• "" • 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. -l .. -or �i� 4,,51348,0 ,wt A GISTER VSs' �SSIONAL VBG August 3,2017 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEK 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 mit 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 ANSUIPII 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 PLH-1814 Aria D t .. K3512829 B1600324 CO1 Common Supported Gable 1 1 _ Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:03 2017 Pagg 1 y ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-bUXK7viiTRnQr6uE2U7yeY3fZ3x716gZrNwwm6yrZ0k • I -1-0-0 i 4-0-0 I 8-0-0 I 9-0-0 I 1-0-0 4-0-0 4-0-0 1-0-0 4x4 = Scale=1:21.1 4 Sheet Front t SHEATHING SHOWN IS NOT Full Sheathing ! � PART OF COMPONENT DESIGN 1 Ply Plywood/OSB Structural /,P�,,I 8.00 12 / 2x4 II 5 2x4 I I , 3r?, FV �d _�, 6 /J/ %' ti+i g. 1 10 9 8 3x4= 2x4 I I 2x4 2x4 3x4 = H- 8-0-0 I 8-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.00 7 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.02 Vert(TL) 0.00 6 n/r 120 TCDL 7.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 6 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:68 lb FT=10% BCDL -- 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and required - - - '•. be installed during truss erection,in accord---wi�S��i���ss REACTIONS. All bearings 8-0-0. Installation guide. G G'NE / (Ib)- Max Horz 2=96(LC 9) �� �N fi'4 p.� Max Uplift All uplift 100 lb or less at joint(s)2,6,10,8 •y. Max Gray All reactions 250 lb or less at joint(s)2,6,9,10,8 89200 P E f FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- Q Cr 1)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS 12....\ ).....OREGON /4.0(envelope)gable end zone and C-C Corner(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for j '� members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 Q 9 1 4 24 -�- 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 MFR R'L, "?;'P Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.--0-psf on overhangs non-concurrent with other live loads. EXPIRES. --121-3-112017 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. _c�.RRILL, 9)A plate rating reduction of 20%has been applied for the green lumber members. c1 1�" q 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6,10,8. ,j$ sv WAS `1'J, 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ti /-s- tt' .• ,,f,,51398 � ,4 GISTE - �ssIONALti' August 3,2017 I ®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 MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,notMN' 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 ANSIRPI1 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 PLH-1814 Aria O K3512830 B1600324 CO2 Common 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:03 2017 Page 1 I D:E W9PIDLs4sJOKTAhxtJENsyUR?P-bUXK7viiTRnQr6uE2U7yeY3f?3vL16UZrNwwm6yrZOk 1 1-0-4 1 4-0-0 I 8-0-0 1 9-0-0 1 1-0-4 2-11-12 4-0-0 1-0-0 4x4= Scale=1:21.5 3 8.00 12 Allihhihh.. 2x4 II 2 1 'III4 ` 5 0 3x4 = W. '1 ►t 6 W 7 2x4 I I 2x4 3x4= 1 0-9-8 11-04-0-0 8-0-0 I 0-9-8 0-2-1 2-11-12 4-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.01 4-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.14 Vert(TL) -0.03 4-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight 30 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required - - be installed during truss erection,in accord--:wit�Splii ieg- Installation quide. G REACTIONS. (Ib/size) 4=360/0-3-8,7=373/0-5-8 \�� NG I N EP's19 - cS/Q Max Horz 7=-90(LC 6)Max Uplift4=-98(LC 11),7=-77(LC 10) 29� 89200E r. FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-277/90,3-4=-292/79 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 4OREGON �� Ix (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for �9)r r O4 MWFRS � v '` members and forces& for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 1 4, 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 �j 'R R�L� P 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load 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 EXPIRES: 12/31/2017 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)4,7. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LL e �� of WAS 4>, 0 Aolli.. : ,.), ' '' 1 4SI398 �� ;S:P-115 oNAL�'�� August 3,2017 I __ ®WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mil- 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 IV1iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabncation,storage,delivery,erection and bracing of trusses and truss systems,see ANSIRPII 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 PLH-1814 Aria D • K3512831 B1600324 DO1 Common Supported Gable 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:04 2017 Pagi6 1' ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-3g 5jLFjKEIvHTGTQcBeBAmcg5THgmZFi41gTIZyrZ0j • 1 -1-0-0 1 3-0-0 1 6-0-0 1 7-0-0 1 1-0-0 3-0-0 3-0-0 1-0-0 4x4= Scale=1:17.5 3 Sheet Front Full Sheathing SHEATHING SHOWN IS NOT 1 Ply Plywood/OSB Structural � PART OF COMPONENT DESIGN 8.00 12 '��� Ft 2 Y Ael 4 1F ��_� JJ v 1 6 3x4= 2x4 11 3x4 = I 6-0-0 I 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 5 n/r 90 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(TL) 0.00 4 n/r 120 TCDL 7.0 Rep Stress lncr YES WB 0.02 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:44 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and required • - = •• be installed during truss erection,in accord.',rospRiat, Installation guide. REACTIONS. (Ib/size) 2=211/6-0-0,4=211/6-0-0,6=210/6-0-0 *� NGINEF /0 Max Horz 2=76(LC 9) �� `9 2`9 Max Uplift2=-84(LC 10),4=-94(LC 11) 89200PE c-- 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 Q r (envelope)gable end zone and C-C Comer(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for 7G 4 OREGON 4/ A. members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 / .Q 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 Q 1 4,2 �Q� Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. /1/ -R R L� 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category11;Exp B;Fully Exp.;Ct=1 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. 9)A plate rating reduction of 20%has been applied for the green lumber members. -`� LL $ 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. � 1�" q, 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ,1 "v %V WAS// `t J, lir 4 �d�Q �,�51398� ka 1C1, F3TER . ss/ONAL��G August 3,2017 1 1111011111 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIl-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 �j 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 PLH-1814 Aria D K3512832 B1600324 D02 Common 3 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:04 2017 Page 1 I D:EW9PIDLs4sJOKTAhxtJENsyUR?P-3g 5jLFjKEIvHTGTQcBeBAmcgpTHomZfi41 gTIZyrZ0j -1-0-0 3-0-0 6-0-0 7-0-0 I 1-0-0 3-0-0 3-0-0 1-0-0 4x4= Scale=1:17.5 3 r1 2 8.00 12 lihhhhh... 44IL4 ;5 1 . 6 �/ U 2x4 II 11 3x4= 3x4= I 3-0-0 I 6-0-0 I 3-0-0 3-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.00 6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.06 Vert(TL) -0.01 4-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:24 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required •• - - = •. be installed during truss erection,in accord-• -rritt)S��ifeoF • Installation guide. G REACTIONS. Max Horz 2=-76(LC 8) 4=313/0-3-8 C?���� 'NG I N E�c9�'ip� Max Uplift2=-86(LC 10),4=-86(LC 11) �Gr �4 89200PE �r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-251/47,3-4=-251/47 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 47OREGON t, is./.4/ (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 Y 1 4,rZ° Q+ 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 /1/ -R R'L� QJ 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load 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 EXPIRES: 12/31/2017 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)2,4. 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. LL , q� .s'$' of wASI-t>, `I), ti. l Ado ,P�51398 �� GISTER �SSIONAL��G August 3,2017 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.70/07/2015 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 Mel(' 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 ANSVfPl7 Quality Criteria,DSB-09 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 PLH-1814 Aria D . K3512833 B1600324 JA01 Jack-Open 3 1 - Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:05 2017 Pag6 1 '• ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-Xsf5Ybjz_3185Q2dAv9Qjz8?StRZV?nrJhPOr?yrZOi • -1-0-0 I 0-11-2 I 1-10-15 1 6-0-0 I 1-0-0 0-11-2 0-11-14 4-1-1 Scale=1:13.4 3 t 1 1 •7IM o, •1 o ' ' ' t A o1564LUS24LUS24 1-10-3 1-11005 6-0-0 1 1-10-3 012 4-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-4 >359 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:13 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required - , . = •• be installed during truss erection,in accord- -trispIFli ino- Installation guide. G REACTIONS. (lb/size) 3=22/Mechanical,2=217/0-5-8,4=57/Mechanical Cj-��C NG i 0/EF `resr/� Max Horz 2=81(LC 10) \ R Max Uplift3=-42(LC 16),2=-28(LC 10) "9 Max Grav3=29(LC 18),2=262(LC 16),4=114(LC 3) 89200PE r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- © IZ 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 y OREGON tt� (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for Lj '� members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �f�, 14,223'P� 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 'V/ R R I Lk^ 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads. 5)*This trussteras Veen designed for a live load of 20.Opsf on the f3•'om c or.in a areas w ere a r---- e - -•-r t: r• -r i - 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. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. c1._ RR1L , is 10)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 1�" q. from the left end to 4-0-12 to connect truss(es)to back face of bottom chord. 1'" sv WAS `r>, 11)Fill all nail holes where hanger is in contact with lumber. I� � 1.;12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i "4-19,,s1111.1.' ,.), .1,, •,� Q LOAD CASE(S) Standard +e / i 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 --^�� Uniform Loads(plf) ,p ttj;. Vert:1-3=-64,2-4=-20 1104i4, . 1398 � / SIGNAL E� August 3,2017 I IMMO 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 mit 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 ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 250 Rug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-1814 Aria D K3512834 B1600324 JA02 Jack-Open 3 1 Job Reference(optional) Aro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:05 2017 Page 1 ID:E W9PIDLs4sJ0KTAhxtJENsyUR?P-Xsf5Ybjz_3185Q2dAv9Qjz8ytRZV?nrJhPOr?yrZOi 1 -1-0-0 1 1-11-2 I 3-10-15 I 6-0-0 i 1-0-0 1-11-2 1-11-14 2-1-1 Scale=1:18.8 3 I 6 8.00 1z ���Ep PRQp �N5 �NGINEFR N 8920QE 2 fy OREGON�„41..t t � 1 „ 4 rAMIMIMIMIMIMIMMIMIMi 70 14,2 P-+- ihm 'LI"-R R 11-\- 3x4 = EXPIRES: 12/31/2017 3-10-3 3-1Pr15 6-0-0 3-10-3 0-0-12 2-1-1 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-4 >359 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:17 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF 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) 3=102/Mechanical,2=265/0-5-8,4=57/Mechanical Max Horz 2=141(LC 10) Max Uplift3=-100(LC 10),2=-34(LC 10) Max Gray 3=114(LC 18),2=265(LC 1),4=114(LC 3) 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 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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load 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) 3=100. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. RRILL oir14, , 4:9O;WASp,, `i� 1 %' O 4 4k" t 4),51398,0 4 ior� • GIS - e�sS �GfONALti August 3,2017 I 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,notmill 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/TPM 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 PLH-1814 Aria D K3512835 81600324 JA03 Jack-Open 3 1 Job Reference(optional) _ Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:06 2017 Page 1 I D:E W9PIDLs4sJ0KTAhxtJENsyUR?P-?3DTmxkblM9?iadpkchfFBh64HnoESO?XL9aNRyrZ0h • I -1-0-0 I 3-0-0 I 5-10-15 6-0r0 1-0-0 3-0-0 2-10-15 0-1-1 Scale=1:25.8 3 A 8.0012 ��FDPRo Fes �( s �co NGINEFR `SjQ�,9 89200PE r OREGON ��� 2 Im 172, 4), �q?' 14, 1 ► RRI0 9-°�Q'� As- 1 M 3x4= 4 EXPIRES: 12/31/2017 1 5-10-15 6-0-0 5-10-15 0-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-4 >359 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:20 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF 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) 3=171/Mechanical,2=324/0-5-8,4=57/Mechanical Max Horz 2=201(LC 10) Max Uplift3=-159(LC 10),2=-48(LC 10) Max Gray 3=187(LC 18),2=324(LC 1),4=114(LC 3) 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 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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load 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 w 2-O0-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=1b) 3=159. _cF013FF,L� e 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. .,..'"Q CSF�r .. f:4:- .0i ,� 5139:::::Ofi �GISTE vSSIONAL��G August 3,2017 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. t 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 M iTek' 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 I Jo¢ Truss Truss Type Qty Ply PLH-1814 Aria D K3512836 B1600324 JA04 Jack-Open 3 1 Job Reference(optional) f'ro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:06 2017 Page 1 ID:E W9PIDLs4sJOKTAhxtJENsyUR?P-?3DTmxkbIM9?iadpkchfFBh5MHnoESO?XL9aNRyrZOh 1 -1-0-0 1 3-0-0 6-0-0 1 7-10-15 i 1-0-0 3-0-0 3-0-0 1-10-15 Scale=1:32.7 4 / E 3 8.00 12 �� �'`�o PROFF 1 ,� �\CO NGINE�R 1/(47r O it 47 ; ��� 89200PE ��' 6 2 G , 'Li OREGON N b., ki Q Al 14 2 \ P+ MFR R 11-x- 3x4= 5 EXPIRES: 12/31/2017 6-0-0 I 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.06 2-5 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-5 >359 180 BCLTCDL L 0.0 *7.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:23 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF 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. All bearings Mechanical except(t=length)2=0-5-8,3=0-3-2. (Ib)- Max Horz 2=260(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-218(LC 10) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=333(LC 1),3=257(LC 18) 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 Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-7-4,Exterior(2)3-7-4 to 7-10-3 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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load 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)4,2 except(jt=lb) _`�RRILL 8 3=218. c� lr" q 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. w 0�WASft i J 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. G, ,�{, Ii .0 K; O 'tom, od0O +�51398,0 j�� +e, GISTEIL SSI�NAL VZyG August 3,2017 I 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,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 ANSIITPII 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 PLH-1814 Aria D K3512837 B1600324 JA05 Jack-Open 3 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:06 2017 Page f 1 ID:EW9PIDLs4sJ0KTAhxtJENsyUR?P-?3DTmxkblM9?iadpkchfFBh5MHnoESO?XL9aNRyrZ0h • -1-0-0 1 3-0-0 I 6-0-0 I 9-10-15 I 1-0-0 3-0-0 3-0-0 3-10-15 Scale=1:39.6 5 IoP0 4 rl 8.00 112 rd 3 8 �� rn • m ui 7 2 J, 51, 1 ►a ►t 3x4= 6 I 6-0-0 I 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.06 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-6 >359 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 5 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:27 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required • : . _ be installed during truss erection,in accord--i t(JotnSfalli ifbo�s Installation guide. G REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-2,4=0-1-8. \CD tAGI NEF s/p (Ib)- Max Horz 2=320(LC 10) �,-_\ ? 9 29 Max Uplift All uplift 100 lb or less at joint(s)5 except 3=-226(LC 10),4=-105(LC 10) �' 89200 P E c" Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=333(LC 1),3=265(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-2671206,7-8=-252/234 NOTES- -yL OREGON�� A<0 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 / .9 (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 5-7-4,Exterior(2)5-7-4 to 9-10-3 zone;cantilever left O q 1 4,2 �p� and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 MFR R 1 L� plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPIRE-S ---A-a/34120177 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. OR-RILL g 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. •q 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb)3=226 4' ) OV WASH ?)� 4=105. a G 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. ,+� 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. /' �.i,?�' a. COQ 4, 51398 w .��, GISTEg SSIONAL 1- August 3,2017 I IMMO A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. t 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/T:91 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 Job Truss Truss Type Qty Ply PLH-1814 Aria D K3512838 B1600324 JA06 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:07 2017 Page 1 I D:E W9PIDLs4sJOKTAhxtJENsyUR?P-TFnrzHID WgHsKjB?HKCuoOEGHg71 zvG8m?u7vuyrZOg 1-1-0-0i 3-0-0 I 6-0-0 I 11-10-15 I 1-0-0 3-0-0 3-0-0 5-10-15 Scale=1:46.5 5 Iv; 0 8.00 112 4 8 3 m 0 '7 r ' 7 2 1 oelMIIIM111111,111111 1111111/111111111111111111.1 R 3x4= 6 6-0-0 I 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.06 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-6 >359 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 5 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix) Weight:30 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required •• be installed during truss erection,in accord-- [nsp lift- Installation guide. REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-1-8. �Oj� NGI NE�c `��� (Ib)- Max Hors 2=380(LC 10) C? .;:9G2 9 Max Uplift All uplift 100 lb or less at joint(s)except 5=-107(LC 10),3=-228(LC 10),4=-163(LC 10) gq 200 P E 9` Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=331(LC 1),3=266(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-7=-336/270,3-7=-321/298 NOTES- ;enclosed;MWFRS ,OREGON 1�tt� 1)envelope)gablnd:ASCE e end zone and C-C Exteror;Vult=140mph(3-second r((2)t)-1-0-0 to 2-0-0,hnt riior(1)2-0-0 to 7-7-4,Exterior(2)7-7-4tt 11E 0p 3 zone;cantilever left /Q 14 26� 1 and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 /�jFR R'`� Q)j, plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2017 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. t RRILL & 8 )Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 107 lb uplift at joint 5,228 lb uplift at joint 3 ,w ,F WAS], `L- and 163 lb uplift at joint 4. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. / y / � O 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ( 4.S-hp-. • i�r�/ ••6 Ick"0O ,?,51398 � � GISTER sS �IONAL E August 3,2017 t MIMI ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 11111 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 ANSIITPI1 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 PLH-1814 Aria D - K3512839 B1600324 JA06A Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:07 2017 Page 1 y ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-TFnrzHIDWgHsKjB?HKCuoOEG6g71zvG8m?u7vuyrZOg • 1-1-0-011-2-12 124-0 1 4-2-12 1 6-0-0 1 11-10-15 1 1-0-0 1-2-12 1-1-4 1-10-12 1-9-4 5-10-15 Scale=1:48.5 5 Ii 0 8.00 tz 4 <��ED P R QFF`Sd' 9 3 �N5 NG(NEFR /2 y °° o `� 89200PE r e O _57,...,<O L ,�OREGON �tV 2111 .ii i i h �O �' 14,�Q�ca,p-1- _� 7 6 4x6'2 3x4 I I 3x4= EXPIRES: 12/31/2017 1 2-4-0 1 2-4-0 Plate Offsets(X.Y)-- [2:0-3-14.Edge] LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.05 2-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.79 Vert(TL) -0.15 2-6 >468 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:34 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-6:2x4 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 Mechanical except(jt=length)2=0-5-8,3=0-3-2,4=0-1-8. (Ib)- Max Horz 2=379(LC 10) Max Uplift All uplift 100 lb or less at joint(s)except 5=-107(LC 10),3=-223(LC 10), 4=-161(LC 10) Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=333(LC 1), 3=264(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-330/265,3-8=-315/293 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 7-7-4,Exterior(2)7-7-4 to 11-10-3 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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load 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 RRTLL fit between the bottom chord and any other members. c� 8 6 )A plate rating reduction of 20%has been applied for the green lumber members. �N OF WASj, `t 7)Refer to girder(s)for truss to truss connections. ` • .r, 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4. a A %� Cl 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 107 lb uplift at joint 5,223 lb uplift at joint 3 -a - /�� ''. O and 161 lb uplift at joint 4. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ,,, 51398 cq- Ott'��GISTEg� �w SSjaNALtiA6 August 3,2017 11.,. I 14 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED NITER REFERENCE PAGE A111-7473 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 R 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 ANSIITPII 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 PLH-1814 Aria D K3512840 B1600324 JA07 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:08 2017 Page 1 I D:E W9PIDLs4sJOKTAhxtJ ENsyUR?P-xRLDAcmrH_PiytmBrl j7LcmRs4TGi M Wl?fegRKyrZOf E1-0 0H._ 3-0-0 1 6-0-0 1 13-10-15 1-0-0 3-0-0 3-0-0 7-10-15 Scale=1:53.4 6 0 5 9 8.00 112 4 rn el 3 N d, • m m o 8 2 1 � I o 3x4 = 7 1 6-0-0 1 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.06 2-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-7 >359 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 6 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 BCDL 10.0 (Matrix) Weight:33 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required - be installed during truss erection,in accord��;rrii�SfalRi ietpt, Installation guide. C REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-3-2,4=0-1-8,5=0-1-8. _CO NGI NE'F /� (Ib)- Max Horz 2=440(LC 10) R /L. Max Uplift All uplift 100 lb or less at joint(s)6 except 3=-230(LC 10),4=-167(LC 10),5=-163(LC 10) '7 Max Gray All reactions 250 lb or less at joint(s)6,7,4,5 except 2=333(LC 1),3=266(LC 18) `r 89200P E �' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-8=-403/331,3-8=-392/360,3-4=-254/214 NOTES- -j7 OREGON <(/� 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 Lj �1,9Y O'\b` � (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-7-4,Exterior(2)9-7-4 to 13-10-3 zone;cantilever left 4,2 T and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 `VIER R 11.-x- R) plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 12/31/2011 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. �F 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. 1`"RRrz L e,4 , 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=1b)3=230 Ne. Ci' WASF�p,' 'i"J, 4=167,5=163. �C �C 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. • �1 i 1, 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ,<'� .-cll�o ,��51398 w� �- GISTB� SSIONAL� G August 3,2017 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. hut 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 Job Truss Truss Type Qty Ply PLH-1814 Aria D K3512841 B1600324 JA07A Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:08 2017 Page1 ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-xRLDAcmrH_PiytmBrlj7LcmRs4TGiMWI?fegRKyrZOf• r1-0-01-2,12i2-4-01 4-2-12 6-0-0 13-10-15 I 1-0-0 1-2-12 1-1-4 1-10-12 1-9-4 7-10-15 Scale=1:56.1 6 I" 0 5 B.0011z 10 ��ED PR OFFS, 4 � NGiNEFR r 3 ° 89200PE 9 UAL ,7OREGON� /44/ 2 �Q } 14,2� 011.11111r/4111119°°11°1181°111.°111°1111.111111111111111< .r� I0 4/4 R 0 8 7 4x6 4x6 I I 3x4 = EXPIRES: 12/31/2017 2-4-0 2-4-0 Plate Offsets(X.Y)-- [2:0-3-14.Edge].[8:0-2-3.0-1-1] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.05 2-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.15 2-7 >468 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 7 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 BCDL 10.0 (Matrix) Weight:37 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-7:2x4 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 Mechanical except(jt=length)2=0-5-8,3=0-3-2,4=0-1-8,5=0-1-8. (Ib)- Max Horz 2=439(LC 10) Max Uplift All uplift 100 lb or less at joint(s)6 except 3=-224(LC 10),4=-167(LC 10),5=-163(LC 10) Max Gray All reactions 250 lb or less at joint(s)6,7,4,5 except 2=333(LC 1), 3=265(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-398/327,3-9=-387/355,3-4=-254/214 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 9-7-4,Exterior(2)9-7-4 to 13-10-3 zone;cantilever left and right exposed;end vertical leftand right exposed;C-C for members and-forces-&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOC==1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load 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 RRILL fit between the bottom chord and any other members. c� q 6)A plate rating reduction of 20%has been applied for the green lumber members. �v Orr WASFt>, .`7 j 7)Refer to girder(s)for truss to truss connections. G, Ct 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,5. Q / i'± v 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb)3=224 A °" ,4=167,5=163. • 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,5. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. •,d ;r 51398ty `rt' �GlS I ERS �s-ANNAL EAG August 3,2017 AWARNING-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 A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek£ 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 ANSII1Ptl Quality Criteria,058.89 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 PLH-1814 Aria D K3512842 B1600324 JA08 Jack-Open 2 1 Job Reference(optional) Pro-build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:09 2017 Page 1 ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-PevcOynT2HXZZ1LOPkEMtpJcnUoVRpmRDJNE_myrZOe 11-0-01 3-0-0 1 6-0-0 1 15-10-15 I 1-0-0 3-0-0 3-0-0 9-10-15 Scale=1:60.4 8.00 112 7 Iu a 3x6 i 6 10 5 11' n4 0 c','m a o a 3 9 m 2 al 1 o R 3x4 = 8 I fi-0-0 I 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.06 2-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-8 >359 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 7 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 BCDL 10.0 (Matrix) Weight:37 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required .. be installed during truss erection,in accord�ti1,w�OS�IFli lift- Installation guide. CG REACTIONS. All bearings 0-1-8 except Qt=length)7=Mechanical,2=0-5-8,8=Mechanical. SCO ‘AGI NE�c /O (Ib)- Max Horz 2=499(LC 10) 9 Max Uplift 1All uplift 100 lb or less at joint(s)except 7=-107(LC 10),3=-232(LC 10),4=-169(LC 10),6=-219(LC 89200P E ""' Max Gray All reactions 250 lb or less at joint(s)7,8,4 except 2=331(LC 1),3=267(LC 18),6=269(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-478/395,3-9=-466/423,3-4=-322/277 (30 :r` 44/ NOTES- -74. 4 REGON&D4 is 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS � }1 1 4,2°s 4 (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 11-7-4,Exterior(2)11-7-4 to 15-10-3 zone;cantilever `74, ' R LA 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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs EXPIRES: 12/31/2017 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. _I;�.RRjLj, e 7)Refer to girder(s)for truss to truss connections. � 1`" .q 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,6. Jv' of WASttr, `1 f, 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 107 lb uplift at joint 7,232 lb uplift at joint 3, WCC ct� 169 lb uplift at joint 4 and 219 lb uplift at joint 6. oft P,.0.,,,%7. O 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,6. -el_ JJJ���►►► .(-0 f4�''.: 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. • VW) , 4 it.0 .4,51398 ,{, G/sTER �S°ZONAL F^�G August 3,2017 I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-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/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 PLH-1814 Aria D K3512843 B1600324 JA08A Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:09 2017 Page 1 ID:EW9PIDLs4sJ0KTAhxtJENsyUR?P-PevcOynT2HXZZ1LOPkEMtpJccUoVRpmRDJNE_myrZOe - 1-2-12 11-0-01 12-4-0 i 4-2-12 6-0-0 15-10-15 1-0-0 1-2-12 1-1-4 1-10-12 1-9-4 9-10-15 8.00112 7 Scale:3/16"=1 3x6 iV 5 ���ED PRoFFss 4NG�NEFR �©,� 3 `r 89200PE 10 OREGON R ��<t /O x9' 14,2°� P}- 2 �.%�F� I0 �FRRi�L 6 ;, 9 B a 4. axs 3x4 = 4x6 EXPIRES: 12/31/2017 2-4-0 2-4-0 Plate Offsets(X.Y)-- [2:0-3-14,Edge],[9:0-2-2,0-0-13] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.05 2-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.15 2-8 >468 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 8 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight 41 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-8:2x4 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 Mechanical except(jt=length)2=0-5-8,3=0-3-2,4=0-1-8,6=0-1-8. (Ib)- Max Horz 2=499(LC 10) Max Uplift All uplift 100 lb or less at joint(s)except 7=-107(LC 10),3=-225(LC 10), 4=-167(LC 10),6=-219(LC 10) Max Gray All reactions 250 lb or less at joint(s)7,8,4 except 2=333(LC 1), 3=265(LC 18),6=269(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-471/390,3-10=-459/418,3-4=-321/276 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 11-7-4,Exterior(2)11-7-4 to 15-10-3 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.80 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load 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 L�RRjLL fit between the bottom chord and any other members. �� O�WASjir fl 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. L, t.' 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,6. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 107 lb uplift at joint 7,225 lb uplift at joint 3, � N 167 lb uplift at joint 4 and 219 lb uplift at joint 6. • � 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,6. -,,r 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. r, A'1=1, 51398 w� ©� •G.ts Eg� ' SS1ONAL v\46 August 3,2017 O WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. valid for use only with MiTek8i connectors.This design is based only upon parameters shown,and is for an individual building component,not mil- Design a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A`ee building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVI iTek` 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 Job Truss Truss Type Qty Ply PLH-1814 Aria D K3512844 B1600324 JA09 Jack-Open 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:10 2017 Page 1 ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-ugS_bin5pbfQBBwazSIbQ1 snUuOkAGOaSy7nWCyrZOd 11-0-9 3-0-0 1 6-0-0 i 17-10-15 I 1-0-0 3-0-0 3-0-0 11-10-15 Scale=1:67.3 8.00 12 8 I� , 7 o 11 3x6 i 6 5 p 7 '2 rn A 4 o n N 3 10 1 2 , 0 3x4,= 9 I 6-0-0 I 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.06 2-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-9 >359 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 8 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:40 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required •• be installed during truss erection,in accord- ��vj3SRIRifieu- Installation guide. REACTIONS. All bearings 0-1-8 except(jt=length)8=Mechanical,2=0-5-8,9=Mechanical. (Ib)- Max Horz 2=559(LC 10) c. ANG N E-,p /Q'7i Max Uplift 1All uplift 100 lb or less at joint(s)8 except 3=-234(LC 10),4=-169(LC 10),6=-225(LC 10),7=-163(LC 0) �� gg200PE 'i1•-• Max Gray All reactions 250 lb or less at joint(s)8,9,4,7 except 2=334(LC 20),3=267(LC 18),6=276(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-551/458,3-10=-539/486,3-4=-391/338,4-5=-292/240,5-6=-283/252 OREGON to NOTES- G 2j ,�� 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 /(� �� 14,rZR Q} (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 13-7-4,Exterior(2)13-7-4 to 17-10-3 zone;cantilever MFR R 1 Lv' 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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs EXPIRES: 12/31/2017 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. ��RRT�L 7)Refer to girder(s)for truss to truss connections. �1 r� e 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4,6,7. ,4'.$ Ov WASE 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb)3=234 Q• tp ,4=169,6=225,7=163. 4 Q` - J( ' , �'l 75 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,6,7. F "` 0� 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ;,, ��� �,�51398 �w� .� �rsT�R �SSIONAL��G August 3,2017 r WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Ng 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 PLH-1814 Aria D - K3512845 B1600324 JA09A Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:10 2017 Page 1 ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-uqS_bin5pbfQBBwazSIbQlsnMu8kAGOaSy7nWCyrZod - 1-2-12 -0-0-01 F-4-014-2-12 16-0-0 1 17-10-15 I 1-0-0 1-1-4 1-10-12 1-9-4 11-10-15 1-2-12 Scale=1:75.5 8.00 12 8 N In 7 o 12 3x6 i 6 \'‘.., ,..p PR OFF r 4 0 `9 3 cN s92ooPE 1t 0 Cr OREGON R /4ti 1 2 � �, m X47 'q 201 P4- T _� I� Q �' 14 axs to s SER R I Uv. 3x4 = 4x6 I I EXPIRES: 12/31/2017 1 2-4-0 1 2-4-0 Plate Offsets(X.Y)-- [2:0-3-14.Edge].[10:0-2-3.0-1-10] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.05 2-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.15 2-9 >468 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 9 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix) Weight:44 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-9:2x4 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 0-1-8 except(jt=length)8=Mechanical,2=0-5-8,9=Mechanical, 3=0-3-2. (Ib)- Max Horz 2=559(LC 10) Max Uplift All uplift 100 lb or less at joint(s)8 except 3=-226(LC 10),4=-167(LC 10),6=-225(LC 10),7=-163(LC 10) Max Gray All reactions 250 lb or less at joint(s)8,9,4,7 except 2=333(LC 1), 3=265(LC 18),6=276(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-543/452,3-11=-532/480,3-4=-390/337,4-5=-292/240,5-6=-283/252 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 13-7-4,Exterior(2)_13-7-4 to 17-10-3 zone;cantilever left and rigfiL xposed,end veit-alle-an•rig expose.; - ormem•e - - . •'- • ,,, - • -- 'i• • ;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. RRIL j, 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 B fit between the bottom chord and any other members. '4 ),,.()V WAS,j, `1>, 6)A plate rating reduction of 20%has been applied for the green lumber members. .Y .7., G' 't�� 7)Refer to girder(s)for truss to truss connections. / p � /� ''- 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)4,6,7. � w ��,;' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8 except(jt=lb)3=226 I ; 4=167,6=225,7=163. o 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,6,7. rd /tS f 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 0 51398 W� �, -GISTER� �SSrONAL VBG August 3,2017 I AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekSi connectors.This design is based only upon parameters shown,and is for an individual building component,not mit 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 Mile k` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-88 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 _3 Job Truss Truss Type Qty Ply PLH-1814 Aria D K3512846 B1600324 JA10 Jack-Open 1 1 Job Reference(optional) Aro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:11 2017 Page 1 I D:E W9PIDLs4sJOKTAhxtJENsyUR?P-MOOMpeojavoHpLVm W9GgyEOwgl UzvjGkhcsL2fyrZ0c 1 3-0-0 1 6-0-0 i 19-10-3 I 3-0-0 3-0-0 13-10-3 Scale=1:73.2 7 jr 0 71111°6���EQ P R oF4- �CD• tJG'N EFR s/03 89200PE r a 4 40 4, 8.00 12 r+ 6 3 2 pL OREGON <V 9 Ck /6 -7'1 14, 4-^10 Q�` �FRRIVA- � 51, 1 3x4= 8 EXPIRES: 12/31/2017 6-0-0 I 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.06 1-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 1-8 >359 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 7 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight 42 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF 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. All bearings 0-1-8 except(jt=length)1=0-5-8,8=Mechanical,7=Mechanical. (Ib)- Max Horz 1=593(LC 10) Max Uplift All uplift 100 Pb or less at joint(s)except 7=-105(LC 10),2=-241(LC 10),3=-169(LC 10),5=-225(LC 10),6=-218(LC 10) Max Gray All reactions 250 lb or less at joint(s)8,7,3 except 1=325(LC 20),2=276(LC 18),5=276(LC 18), 6=266(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Pb)or less except when shown. TOP CHORD 1-9=-624/526,2-9=-613/544,2-3=-461/398,3-4=-357/300,4-5=-348/312 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)0-2-12 to 3-2-12,Interior(1)3-2-12 to 15-6-8,Exterior(2)15-6-8 to 19-9-7 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=25.0 psf(flat roof snow);Category ll;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for a live load of 20.0psf 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 at joint(s)2,3,5,6. ''�RRiz L 6' 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 105 lb uplift at joint 7,241 lb uplift at joint 2, ,�'' of WASj,1 .y"J, 169 lb uplift at joint 3,225 lb uplift at joint 5 and 218 lb uplift at joint 6. �Q- fit, , f '�' ,`' O e' 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,3,5,6. Q c 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. `' ', 4'0 .,51398 W� .?•' G/STEL <S''ONAL-c;l4G August 3,2017 1 11111111111. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. lit 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 Tek' 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 ANSIITPII Quality Criteria,DSB-89 and BCs1 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 PLH-1814 Aria D K3512847 B1600324 JA10A Jack-Open 1 1 Job Reference(optional) .r Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:11 2017 Page 1 I D:E W9PIDLs4sJ0KTAhxtJENsyUR?P-M00MpeojavoHpLVm W9GgyEOx31 UzvjGkhcsL2fyrZ0c 1-2-12 -1-0-9 -4-94-2-12 16-0-0 19-10-3 1-0-0 -1-4 1-9-4 13-10-3 1-2-12 1-10-12 9 Scale=1:87.4 Iv 12 3x6 % -\<°� SS P R OFF 6 5 GINE' R /0 - 1� t`1 F 8.00 112a 40. iv �; ( 3 89200PE �r 11 °° 2 12_ gyOREGON � /�� axs 1 o s �O 1 4 r,\ 3x4=4x6 EXPIRES: 12/31/2017 2-4-0 2-4-0 Plate Offsets(X.Y)-- [2:0-3-14.Edge].[10:0-2-4.0-1-2] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.05 2-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.15 2-9 >468 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) 0.02 9 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TPI2007 (Matrix) Weight:47 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 DF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-9:2x4 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 0-1-8 except(jt=length)2=0-5-8,9=Mechanical,8=Mechanical, 3=0-3-2. (Ib)- Max Horz 2=617(LC 10) Max Uplift All uplift 100 lb or less at joint(s)except 8=-105(LC 10),3=-227(LC 10), 4=-167(LC 10),6=-225(LC 10),7=-218(LC 10) Max Gray All reactions 250 lb or less at joint(s)9,8,4 except 2=351(LC 20), 3=266(LC 18),6=276(LC 18),7=266(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-11=-614/512,3-11=-602/540,3-4=-459/397,4-5=-357/300,5-6=-348/312 NOTES- 1)Wind:ASCE 7-10;Vult=14omph(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 15-6-8,Exterior(2)15-6-8 to 19-9-7 zone;cantilever left and right exposed;end verticalleft 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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _[pRRILL 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. \" tv WAS 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 at joint(s)4,6,7. '41,11,4fe 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 105 lb uplift at joint 8,227 lb uplift at joint 3, 167 lb uplift at joint 4,225 lb uplift at joint 6 and 218 lb uplift at joint 7. =;• 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4,6,7. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. r 5 51398 Gq Qt, �GISTEg3 � '1ONALti August 3,2017 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 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 bradng 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/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 Job Truss Truss Type 'Qty Ply PLH-1814 Aria D K3512848 B1600324 JB01 Jack-Open 6 1 Job Reference(optional) ro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:12 2017 Page 1 I D:E W9PIDLs4sJOKTAhxtJENsyUR?P-gDakO_pM LCw8QV4z4to3VSxBAh?NeAWtwGcub5yrZOb -1-0-0 2-0-0 1-0-0 2-0-0 Scale=1:12.6 3 8.00 112 2 ct."�N9aG2IPQNROAPFERF `S/O2te r' 1 / 1 OREGON 1 �(.0 �O -9 Y 14,Zp �' SFRRlO- 3x4= 4 EXPIRES: 12131/2017 2-0-0 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:8 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 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) 3=44/Mechanical,2=167/0-5-8,4=19/Mechanical Max Horz 2=85(LC 10) Max Uplift3=-45(LC 10),2=-45(LC 10) Max Gray 3=50(LC 18),2=184(LC 16),4=39(LC 3) 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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load 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 45 lb uplift at joint 3 and 45 lb uplift at joint 2. • ,KRILL &.q� 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 4\9 tv WAS lie ;aria! .,)) � • 51398 w� sIoNAL v,G August 3,2017 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/1-7477 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 AN51/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 Job Truss Truss Type Qty Ply PLH-1814 Aria D K3512849 B1600324 JY01 Jack-Open 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:12 2017 Page 1 ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-gDakO_pMLCw8QV4z4to3VSxAQhpzeAfMwGcub5yrZ0b - I -1-0-0 I 0-11-2 I 1-10-15 I 6-0-0 I I 1-0-0 0-11-2 0-11-14 4-1-1 Scale=1:13.4 3 1 8.00 12 „1 re r; 2 I Q ' ' ' 1 jt•I Or .i d 1 =, 5 6 4 LUS24 LUS24 ,/ 3x4= 1-10-3 1-11005 6-0-0 1-10-3 012 4-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.87 Vert(TL) -0.19 2-4 >359 180 TCDL 7.0 Rep Stress lncr NO WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:13 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required • - - - be installed during truss erection,in accord.'-wItrhSp iepFss Installation guide. REACTIONS. (lb/size) 3=22/Mechanical,2=217/0-5-8,4=57/Mechanical � �\AG(N -• /p Max Horz 2=81(LC 8) c. Max Uplift3=-42(LC 14),2=-28(LC 8) "9 Max Gray 3=29(LC 16),2=262(LC 14),4=114(LC 3) 89200 P E t' FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- O Cr 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 y OREGONbk A.441(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 Gj �•9 2ON 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 O 7 4, �P 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 'v/*R R'0, 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 chordanaU-areas.where a rectangle 3-6-0 tall by 2-0-0 wide will fit between e•o•om or.an•any o er mem.-rs. 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 42 lb uplift at joint 3 and 28 lb uplift at joint 2. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 00tRILL is& 10)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 4-0-12 to connect truss(es)to back face of bottom chord. Jv' OF WAS, ` : 11)Fill all nail holes where hanger is in contact with lumber. Ch ct''12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Of!' O-I / � fir:'' : �. LOAD CASE(S) Standard / ; 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 % r" 4,r ,. Uniform Loads(plf) Q0 51398cyk Vert:1-3=-64,2-4=-20 0 . GI4 6S%NAL VBG August 3,2017 I 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 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 ANSIITPN 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 PLH-1814 Aria D K3512850 B1600324 JY02 Jack-Open 2 1 Job Reference(optional) 15ro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:13 2017 Page 1 I D:E W9PIDLs4sJ0KTAhxtJENsyUR?P-IP86EKq_6W2?2ef9eaJ 12fULx5ARNd118wLR7XyrZ0a 1 -1-0-0 1 1-11-2 3-10-15 I 6-0-0 1-0-0 1-11-2 1-11-14 2-1-1 Scale=1:18.8 3 14. 78.002 ��'`.-co PROFFss :4:3 :849G2iNEF�4 /N 00PE ter` 7 , OREGON R �lV�a4 /Ox}- 1 4, '- —k- 1SFRRIVA- e'3x4 EXPIRES: 12/31/2017 3-10-3 3-1P015 6-0-0 I 3-10-3 0-0-12 2-1-1 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-4 >359 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:17 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF 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) 3=102/Mechanical,2=265/0-5-8,4=57/Mechanical Max Horz 2=141(LC 10) Max Uplift3=-100(LC 10),2=-34(LC 10) Max Grav3=114(LC 18),2=265(LC 1),4=114(LC 3) 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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load 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 3 and 34 lb uplift at joint 2. 9)"Fix heels only"Member end fixity model was used in the analysis and design of thisechanicO L B S� %V WAS `t1, ...6 ��� ISTR 5i398 : w� .�'�s7ONA August 3,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Bug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-1814 Aria D - K3512851 81600324 JY03 Jack-Open 2 1 • Job Reference(optional) •_y Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:13 2017 Page 1 ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-IP86EKcL6W2?2ef9eaJ12fUlJ5ARNd118wLR7XyrZ0a- 1 -1-0-0 1 3-0-0 I 5-10-15 6-pr0 1-0-0 3-0-0 2-10-15 0-1-1 Scale=1:25.8 3 I 8.00 12 PROFF < GS �c� A8N9200PFR � /%r UyG ,�OREGON�t, X44 2 /O �' 4,V -\- 1 .-m_ SFRRlo- ► 3:4= 4 EXPIRES: 12/31/2017 -16- .-•0 5-10-15 0-1-1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.06 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-4 >359 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:20 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 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) 3=171/Mechanical,2=324/0-5-8,4=57/Mechanical Max Horz 2=201(LC 10) Max Uplift3=-159(LC 10),2=-48(LC 10) Max Gray 3=187(LC 18),2=324(LC 1),4=114(LC 3) 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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed fora live load of 20.0psf on—ft•o'om c o• Ina areas w -e- - += • - -•-• Y • • ^•- 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 159 lb uplift at joint 3 and 48 lb uplift at joint 2. ,rRRiLL & 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. q, � ) tF WAS `i), .r- #41-14i';',A0. An ,-r 4 ti0 ,) 1C' G51398IS I!R �ss'ONALV^' August 3,2017 I 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 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTelc 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 Job • Truss Truss Type Qty Ply PLH-1814 Aria D K3512852 B1600324 JY04 Jack-Open 2 1 Job Reference(optional) 'Pro-Suild Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:14 2017 Page 1 I D:E W9PIDLs4sJOKTAhxtJ ENsyUR?P-mbiURggctgAsgoELCIqXatOSW V Wg64?ANa5?fyrZOZ -1-0-0 i 3-0-0 I 6-0-0 1 7-10-15 1-0-0 3-0-0 3-0-0 1-10-15 Scale=1:32.7 4 / Jo 3 a (� 8.00 12 :t �C`0 PRQFe :i eSC3 �„NGiNEfiR `S/<9.„,_ . � 2 7 N 89200PE 9� 6 L, , 2 A OREGON b, ��� 2 1- 14 \ P->i- wa 3x4= 5 EXPIRES: 12/31/2017 6-0-0 1 6-0-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.06 2-5 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-5 >359 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight 23 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF 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. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8. (Ib)- Max Horz 2=260(LC 10) Max Uplift All uplift 100 lb or less at joint(s)4,2 except 3=-218(LC 10) Max Gray All reactions 250 lb or less at joint(s)4,5 except 2=331(LC 1),3=257(LC 18) FORCES. (lb)-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 Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 3-7-4,Exterior(2)3-7-4 to 7-10-3 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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load 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 at joint(s)3. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)4,2 except(jt=lb) 1`"RRjLL 3=218. '' ) F WAST `4" 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. /��O G, 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ,-..0, LTJ ..---7,.4:,., -,) /tt X15 ,�,,,51398 cq', A� LISTER SSIONAL VOCs August 3,2017 I MOM ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 �9 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'Y/iTek 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 ANSIITPII 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 PLH-1814 Aria D K3512853 B1600324 JY05 Jack-Open 1 1 - Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:14 2017 Page 1 ID:EW9PIDLs4sJ0KTAhxtJENsyUR?P-mbiURggctgAsgoELClgXatOSVWWg64?ANa5?fyrZOZ • 1-1-0-0 1 3-0-0 I 6-0-0 I 9-10-3 I 1-0-0 3-0-0 3-0-0 3-10-3 Scale=1:39.4 5 I', 0 0 4 8.00 12 3 8 r, u? `7-:S7 2 i 1 I > 3x4= 6 6-0-0 I 6-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.06 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.19 2-6 >359 180 TCDL 7.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 5 n/a n/a BCLL 0.0 BCDL 10.0 * Code IBC2012/TP12007 (Matrix) Weight:27 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required - be installed during truss erection,in accord--..-witrkStalRi itt� Installation guide. • SL G cS' REACTIONS. All bearings Mechanical except(jt=length)2=0-5-8,3=0-1-8,4=0-1-8. Cj� �>�Gi NEER s/0 (Ib)- Max Horz 2=318(LC 10) mac? �/9 Max Uplift All uplift 100 lb or less at joint(s)5 except 3=-226(LC 10),4=-105(LC 10) ct Max Gray All reactions 250 lb or less at joint(s)5,6,4 except 2=331(LC 1),3=265(LC 18) 89200 P E t' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-7=-265/205,7-8=-251/233 NOTES- \ 14 , REGON1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd111mph;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 5-6-8,Exterior(2)5-6-8 to 9-9-7 zone;cantilever left , �P and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 /14 -R1:110- plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of.16.0 psf or-2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. EXPIRES: 1-2/31/2017 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. t RRILL B 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,4. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb)3=226 S' ) 0 WAS `t J, 4=105. �i:‘, 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,4. A+7 'h �p 7 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �' � i cam, `0�0 ,��51398� 4 r('�, GIS'TBg SSIONALti�G August 3,2017 1 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. M ll 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 PLH-1814 Aria D K3512854 B1600324 JZO1 Jack-Open 4 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:14 2017 Page 1 I D:E W9PIDLs4sJOKTAhxtJENsyUR?P-mbi URggctgAsgoELClgXat,XOVdz64?ANa5?fyrZOZ I -1-0-0 I 0-11-2 1-10-15 4-0-0 1-0-0 0-11-2 0-11-14 2-1-1 ��`i�D P R OFFss ��CD ANG 1 EFR iQ 3 Scale:1"=1' 444 89200PE 9r 8.00 112 tr- 7/ ,�OR ;.ON N A441 s 70 q}. 1 y 2p v�, MFRRI V- 2 EXPIRES: 1 1 ♦ 4 3x4= 1 1-10-3 1-110115 4-0-0 1 1-10-3 0 �2 2-1-1 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.32 Vert(TL) -0.04 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:11 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 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) 3=29/Mechanical,2=191/0-3-12,4=38/Mechanical Max Horz 2=81(LC 10) Max Uplift3=-37(LC 10),2=-37(LC 10) Max Gray 3=36(LC 18),2=226(LC 16),4=76(LC 3) 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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load 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)3,2. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. ` RRrLL S iv WAs `Ifs, 0.„.„ / .0i51398 wk 04p4GrsTau'" �Ss70NAL-o4° August 3,2017 r IIMO AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED WEB 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 property incorporate this design into the overall ,AA building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Pu iTekx 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 ANSITIPI1 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 PLH-1814 Aria D K3512855 B1600324 JZ02 Jack-Open 4 1 0 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:15 2017 Page 1 ID:EW9PIDLs4sJ0KTAhxtJENsyUR?P-EnGte0rEe7ljHypYl?Lm74ZhNvyCrXFKcEgYBQyrZOY• 1 -1-0-0 1 2-0-0 I 3-10-15 4-IOt0 1-0-0 2-0-0 1-10-15 0-1-1 Scale=1:19.1 3 1 8.00 12 PR°Fes M -a c�F,D V. INE`cR (Si 0"1.' `C. 89200PE �1` 2 © 47 OREGON <v� rA /Q '9Y 14,24\ P�- 1 M 4 SFR R10, 3x4- EXPIRES: 12/31L2017 I 3-10-15 4-pro 3-10-15 0-1-1 LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) 1/deft Ltd PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.01 2-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.32 Vert(TL) -0.04 2-4 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) Weight:14 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 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) 3=107/Mechanical,2=242/0-3-12,4=38/Mechanical Max Horz 2=141(LC 10) Max Uplift3=-101(LC 10),2=-45(LC 10) Max Gray 3=118(LC 18),2=242(LC 1),4=76(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcun ent with any_other live loads. 5)*This truss has been designed for a tiv oad of 20.0psf on the bottom chord in an areas where a rectangle 3-6-0 tally 2-0-9 wide wilt 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) 3=101. vRRti j 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. qr.A,� OV WAS144/0 t>t{; Jgr rip ,p�51348 ,`, . GISTER �sSIONALV,G August 3,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mlf 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 �t/� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing F 4iTek` 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 ANSIITPII 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 PLH-1814 Aria D K3512856 B1600,324 SA01 Jack-Open 3 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:15 2017 Page 1 I D:E W9PIDLs4sJ0KTAhxtJ ENsyUR?P-EnGteorEe7lj HypYl?Lm74ZiQv04rXFKcEgYBQyrZOY I -1-0-0 l 1-10-15 210-9 1-0-0 1-10-15 0-1-1 Scale=1:12.2 3 0 8.00 112 <(...,c),Ep P R pFFss c5 �cNGINEF9 /� $9200PE �r 2 rAlliiiiiii cpc. lin 4Z" o 1 =, OREGON D, ,44/ ,/ /O��R14,2 3x4= 4 i.1- RILA- EXPIRES: 12/31/2017 1 1-10-15 2-19-p 1-10-15 0-1-1 LOADING(pso TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:8 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 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=165/0-5-8,4=19/Mechanical,3=40/Mechanical Max Horz 2=83(LC 10) Max Uplift2=-45(LC 10),3=-42(LC 10) Max Gray 2=185(LC 16),4=39(LC 3),3=47(LC 18) 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 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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load 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)2,3. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. AI-RILL B J\ civ WASE 4>, op S'` o -/,ems/ �,© 4, 51398 � k,, 9, GISTERti .,' S�IoNAL V• C'' August 3,2017 I 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,notnut 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 ANSITfP11 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 PLH-1814 Aria D K3512857 B1600324 SA02 Jack-Open 3 1 Job Reference(optional) 4 Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:16 2017 Page 1 ID:EW9PIDLs4sJ0KTAhxtJENsyUR?P-i_gFsMssPRQav6NkJis?f15s2JMJa_VTqua6ksyrZOX • 1 -1-0-0 1 2-0-0 I 3-10-15 I 1-0-0 2-0-0 1-10-15 Scale=1:19.3 3 I Li., lo9. 8.00 FIT kYxED P R OFFS el 7 44r. 04G�N EFR d/0, N N '' 8J200PE c' 2 (I OREGON lC� Ct. '' Gtii i0 q y 7 4 Zoe P4 1 Wi �FRR1l-\-F' 3x4= 4 EXPIRES: 12/31/2017 I 2-0-0 I 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:11 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 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) 3=113/Mechanical,2=217/0-5-8,4=19/Mechanical Max Horz 2=141(LC 10) Max Uplift3=-103(LC 10),2=-55(LC 10) Max Gray 3=123(LC 18),2=217(LC 1),4=39(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load 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) 3=103. _ctawRILL ., 9 )"Fix heels only"Member end fixity model was used in the analysis and design of this truss. l�" .4. 49 of WAS4A '7 J, ir �,�- CSO tOr/J P- X e10�' 4�G5!S3E98Rew �s' ' ONALlyG August 3,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 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 M iTek 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 ANSIrrPl1 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 PLH-1814 Aria D K3512858 81600124 SY01 Jack-Open 2 1 Job Reference(optional) I;ro-Bbild Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:16 2017 Page 1 I D:E W9PIDLs4sJ0KTAhxtJ ENsyUR?P-i_gFsMssPRQav6NkJis?f15tAJMJa_VTqua6ksyrZOX -1-0-0 1-10-15 210-0 1-0-0 1-10-15 0-1-1 • Scale=1:12.2 3 8.00 112 ,kokE9 PRQFFS, cN01NEFq 89200PE �r 2 r7 „ 47 OREGON tx �� /O 17 14,24� ktP}- 4 �FRR1 3x4= EXPIRES: 12/31/2017 1-10-15 210-9 1-10-15 0-1-1 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.09 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:8 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 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=165/0-5-8,4=19/Mechanical,3=40/Mechanical Max Horz 2=83(LC 10) Max Uplift2=-45(LC 10),3=-42(LC 10) Max Gray 2=185(LC 16),4=39(LC 3),3=47(LC 18) 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 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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load 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)2,3. 9)"Fix heels only”Member end fixity model was used in the analysis and design of this truss. RRI L 19 OV`WAS/ -`f> ,51398 • . � IS „ GISTE t SIONAL 14C" August 3,2017 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 t�e building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iwiTek` 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 ANSIITPII 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 PLH-1814 Aria D = K3512859 81600324 SY02 Jack-Open 2 1 aii Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:16 2017 Page 1 ID:E W9PIDLs4sJOKTAhxtJENsyUR?P-i_gFsMssPRQav6NkJis?fl5s2J MJa_VTqua6ksyrZOX- 1 -1-0-0 1 2-0-0 I 3-10-15 I 1-0-0 2-0-0 1-10-15 Scale=1:19.3 3 11 `9 0 8.00 12 ���Ep P R pFFss ��� � G1NFR /�2 89200PE ter' 2 �I OREGON �� '' G�6 ''g� 142°dA 1 ill-RR 10." 3x4= 4 EXPIRES: 12/31/2017 2-0-0 i 2-0-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.00 2 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 TCDL 7.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BBCDL CLL 10.0 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:11 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 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) 3=113/Mechanical,2=217/0-5-8,4=19/Mechanical Max Horz 2=141(LC 10) Max Uplift3=-103(LC 10),2=-55(LC 10) Max Gray 3=123(LC 18),2=217(LC 1),4=39(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load 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-b-0 tag 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) 3=103. _ORRILL Ap 9)"Fix heels only'Member end fixity model was used in the analysis and design of this truss. O��r ft ,� • 7. �1 r F7%�♦ ice, ,t) 4k" e6Q *,51398 �/ GrsTER -07ONAL G August 3,2017 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK 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 �F a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTekx 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 ANSII1PII Quality Criteria,058-89 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 (— Joh Truss Truss Type Oty Ply PLH-1814 Aria D K3512860 61600524 SZO1 Jack-Open 4 1 + Job Reference(optional) Pro-Suild Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:17 2017 Page 1 I D:E W9PIDLs4sJ0KTAhxtJ ENsyUR?P-AANd3htUAJYRXGywtQNECVe2yiiXJRIc3YJfGJyrZOW -1-0-0 I 1-10-15 210-9 1-0-0 1-10-15 0-1-1 Scale=1:12.2 3 8.00 12 `�ckE) P R Ore6, ��`� �:90210N0EEFR i� � P9�` 2 Of 0 ..MMIMINA ')? o 1 " 47OREGON GU/ i0 -1 14, 1°N P+ 11 41ER R 10- 0 4 3x4= EXPIRES: 12/31/2017 1 1-10-15 2-0-p 1-10-15 0-1-1 LOADING(pso TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deft Lid PLATES GRIP (Roof Snow 25.0) Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.00 2 >999 240 MT20 220/195 TCDL 7,0 Lumber DOL 1.15 BC 0.08 Vert(TL) -0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:8 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 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=164/0-3-12,4=20/Mechanical,3=42/Mechanical Max Horz 2=83(LC 10) Max Uplift2=-45(LC 10),3=-42(LC 10) Max Gray 2=183(LC 16),4=39(LC 3),3=48(LC 18) FORCES. (lb)-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 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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load 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)2,3. 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. .0.V,RRILL e 4s9 of WAS1 '-f?, • i42r O'2. • I:.:r Aipo 4,,51398 w� .{ GISTER VSs"OVAL EAG August 3,2017 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,notint a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall t+►AA building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYf iTek` 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 ANSIRPI1 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 PLH-1814 Aria D K3512861 B1600324 Y01 California Girder 1 1 a Job Reference(optional) _-.xr Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:18 2017 Page 1 ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-fMx?H1t7x2g18QX6R7uTIjB716s12gHmIC3ColyrZOV- -1-0-01 5-6-2 5-10-15 10-0-0 14-1-1 141-5-15 20-0-0 21-0-0 1-0-0 5-6-2 0-4-14 4-1-1 I 4-1-1 0-4-14 5-6-1 1-0-0 Scale=1:37.4 5x6 i 5x6 �� 3x4 = 3 1a il 11 EI 4 12 1 8.00 12 4, w V a 6 2 nn n11 E]fl[1 nn nn nn nnLI nn nn _ 7 Ia 14 15 9 16 17 18 19 20 8 21 22 4x6 = LUS24 LUS243x4— LUS24 LUS24 LUS24 3x4— LUS24 LUS24 4x6 LUS24 LUS24 5-6-2 I 10-0-0 I 14-5-15 I20-0-0 I 5-6-2 4-5-14 4-5-15 5-6-1 Plate Offsets(X,Y)-- [2:0-0-0.0-0-4],[3:0-2-4.0-2-8],[5:0-2-4.0-2-8],[6:Edge.0-0-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.22 8-9 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.85 Vert(TL) -0.67 8-9 >351 180 TCDL 7.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.07 6 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:94 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins,except 3-5:2x6 DF No.2 2-0-0 oc purlins(5-6-9 max.):3-5. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 5-10-1 oc braci -. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and s rRr`tr� P R�•A.- MiTek be installed during truss erection,in a...i':- ,Ia,I&klieer. /' Installation guide. .?j REACTIONS. (lb/size) 2=1543/0-5-8,6=1543/0-5-889200PE �r Max Horz 2=122(LC 23) Max Uplift2=-721(LC 8),6=-721(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2333/1116,3-10=-1817/984,10-11=-1817/984,4-11=-1817/984,4-12=-1817/984, Cr 12-13=-1817/984,5-13=-1817/984,5-6=-2333/1116 7 ,�OREGON1� �tti BOT CHORD 2-14=-896/1844,14-15=-896/1844,9-15=-896/1844,9-16=-1246/2223,16-17=-1246/2223, — 17-18=-1246/2223,18-19=-1246/2223,19-20=-1246/2223,8-20=-1246/2223, Q 1 4,2�Os 8-21=-845/1844,21-22=-845/1844,6-22=-845/1844 ME R R 1��- WEBS 3-9=-142/701,4-9=-523/537,4-8=-523/536,5-8=-141/701 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 — E TIRTrT 2131-/2017 (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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. ._ to-JLL 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. c1 , q 6)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will S1'` OV WAS4r4 `?l, fit between the bottom chord and any other members. J Cj t{'� 7)A plate rating reduction of 20%has been applied for the green lumber members. �t µ'.. p 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)2=721, �!4 ! ;'''': ,s 6=721. `- 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. �� 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 4 /�1, 11)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12116„ 51398 w from the left end to 17-11-4 to connect truss(es)to back face of bottom chord. . 0/STEW� 12)Fill all nail holes where hanger is in contact with lumber. :c+ �c3 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)322 lb down and 436 lb up at ONALE 5-11-8,214 lb down and 220 lb up at 8-0-12,223 lb down and 229 lb up at 10-0-0,and 214 lb down and 220 lb up at 11-11-4,and 322 Ito down an 436 lb up at 14-0-8 on top chord. The design/selection of such connection device(s)is the responsibility of others. August 3,2017 Continue on page U 9 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1W03/2015 BEFORE USE. tillDesign 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 ANSIITPII Quality Criteria,DSB-09 and SCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply PLH-1814 Aria D K3512861 B1600824 YO1 California Girder 1 1 Job Reference(optional) Jo: Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:18 2017 Page 2 I D:EW9PIDLs4sJOKTAhxtJENsyUR?P-fMx?H 1 t7x2g18QX6R7uTIjB716s12gHml C3ColyrZOV NOTES- 14)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-64,5-7=-64,2-6=-20 Concentrated Loads(Ib) Vert:4=-114 10=-306 11=-114 12=-114 13=-306 14=-37(B)15=-37(B)16=-37(B)17=-37(B)18=-37(8)19=-37(B)20=-37(B)21=-37(B)22=-37(6) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ApTEK REFERENCE PAGE M11-7473 rev.70/07/2015 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 PLH-1814 Aria D . -A— K3512862 61600324 Y02 California 1 1 .4 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Aug 03 11:14:22 2017 Page 1 I D:E W 9 P I D L s4 sJO KTAhxtJ E N sy U R?P-y 7 SJ L H atf6 Q 8 U Y5fHA9w M4 E 8 F M vkM G L R u Zxb HxyrYQ? -1-0-0 7-7-9 7-110-115 12-1-1 12-4T7 20-0-0 I 21-0-0 I 1-0-0 7-7-9 0-3-6 4-2-2 0-3-6 7-7-9 1-0-0 Scale=1:37.9 5x12 MT18H = 5x12 MT18H 01.1 r fxl 11 ff 8.00 12 12 v ,7. 10 q 13 9 5 1 2 .XI r CII 6 Io 8 7 4x6 i 4x6 2x4 H 3x4 = 7-7-9 I 12-4-7 I 20-0-0 I 7.7.9 4-8-15 7-7-9 Plate Offsets(X,Y)-- [2:0-3-3,0-1-91,f3:0-7-8,0-1-4),[4:0-2-4,0-2-8),[5:0-3-3,0-1-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) 0.13 2-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.49 Vert(TL) -0.30 2-8 >778 180 MT18H 220/195 TCDL 7.0 Rep Stress lncr YES WB 0.11 Horz(TL) 0.03 5 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:86 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):3-4. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bra `. ('�R MiTek recommends that Stabilizers an. =�f I�M1Crdss bk be installed during truss erection,in a=. •=• - s(S.> Installation guide. R REACTIONS. (lb/size) 2=993/0-5-8,5=993/0-5-8 4-C/ 'j_ Max Harz 2=-163(LC 8) 89200PE r Max Uplift 2=-310(LC 10),5=-310(LC 11) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-9=-1249/342,9-10=-1131/354,3-10=-1097/370,3-11=-906/386,4-11=-906/386, 4-12=-1097/370,12-13=-1131/354,5-13=-1249/342 �1�OREGON t>< A..<0BOT CHORD 2-8=-240/911,7-8=-241/906,5-7=-204/911 L� "�79 � WEBS 3-8=0/259,4-7=0/260 O y 14,2.0 dpi` NOTES- V` -R R1'0, 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 3-6-7,Exterior(2)3-6-7 to 16-5-9, Interior(1)16-5= r left and Tight- .. , - - • -- ---- - - ..--- - • • : r 1-/2017 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. RKILj e 5)All plates are MT20 plates unless otherwise indicated. c� q 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. v' WAS t 7)*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 •4• OV op 7----'1,4/4/ >�{ will fit between the bottom chord and any other members. /��t.c. :� �� '� 8)A plate rating reduction of 20%has been applied for the green lumber members. 0 ;,.� t•- 1 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 310 lb uplift at joint 2 and 310 lb uplift at '♦_ .-F,-,41. joint 5. 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. r�r 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. is51398,0 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)94 lb down and 233 lb up at L,p �- 0/STER2Y 7-9-5,and 139 lb down and 146 lb up at 10-0-0,and 94 lb down and 233 lb up at 12-2-11 on top chord. The design/selection of c.` such connection device(s)is the responsibility of others. SSIONALti�G LOAD CASE(S) Standard August 3,2017 1 %A./111.11.10U VII pinVC L a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ill. 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 ANSIITPI1 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 Jot ` Truss Truss Type Qty Ply PLH-1814 Aria D K3512862 81600324 Y02 California 1 1 Job Reference(ootionall Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.640 s Apr 22 2016 Print:7.640 s Nov 10 2015 MiTek Industries,Inc. Thu Aug 03 11:14:23 2017 Page 2 I D:E W9PI DL545JOKTAhxtJENsyUR?P-QJOhYdbVQQY?6igsqug9u HnJ?mFz5jbb7Cg8gNyrYQ_ LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,4-6=-64,2-5=-20 Concentrated Loads(Ib) Vert:3=-94 4=-94 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 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 PLH-1814 Aria D K3512863 . B1600324 Y03 Common 1 1 Job Reference(optional) --sy Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:19 2017 Page 1 ID:E W9PIDLs4sJOKTAhxtJENsyUR?P-7ZVNUNuIhMo9mZ6J_rQiHwjM5WL5nJFvXsomKByrZOU 1-1-0-0 1 5-0-0 I 10-0-0 i 15-0-0 1 20-0-0 21-0-0 1 1-0-0 5-0-0 5-0-0 5-0-0 5-0-0 1-0-0 4x4 = Scale=1:43.1 Special 4 ii 8.00 112 11 12 2x4 \\ 2x4 // 3 5 10 411613iiiiiiiih..26 �• 7 m o Iv ►� �. Q ►� 9 14 15 8 �� 3x4 i 3x4 = 3x4= 3x4 1 6-8-0 I 13-4-0 1 20-0-0 1 6-8-0 6-8-0 6-8-0 Plate Offsets(X,Y)-- [2:0-2-0,0-1-8],[4:0-2-0.0-1-12].[6:0-2-0.0-1-8] LOADING(psf) i TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.07 8-9 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.26 Vert(TL) -0.14 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:94 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4DFStdG MiTek recommends that Stabilizers and r-. sE$t be installed during truss erection,in a • .f*' . -• . Installation guide. �Co NG]NEF CS, REACTIONS. (lb/size) 2=942/0-5-8,6=942/0-5-8 Fi NJ /� Max Horz 2=210(LC 9) �/ 17 Max Uplift2=-230(LC 10),6=-230(LC 11) 89200PE I' FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-10=-1258/268,3-10=-1101/286,3-11=-1118/323,4-11=-1009/335,4-12=-1009/335, 5-12=-1118/323,5-13=-1101/286,6-13=-1258/268 CZ BOT CHORD 2-9=-271/989,9-14=-74/647,14-15=-74/647,8-15=-74/647,6-8=-148/968 -y OREGON <0 WEBS 4-8=-175/518,5-8=-309/264,4-9=-175/518,3-9=-308/264 GjQ�q 14,ZQ'\ �� NOTES- MFR R' �P 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;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 7-0-0,Exterior(2)7-0-0 to 10-0-0,Interior(1)13-0-0 to 18-0-0 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 EXPI S - 1-22/31/2017 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)This truss has been designed for a 10.0 psf bottom chord live load 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 _`F fit between the bottom chord and any other members,with BCDL=10.Opsf. 1�" LL 8.q. 6)A plate rating reduction of 20%has been applied for the green lumber members. 4, Ov WASxt>, `t), 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=230, G) t0 6=230. /� >O - 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. •/ �:Ic iT 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)86 lb down and 245 lb up at 10-0-0 ` -- on top chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 51 f � LOAD CASE(S) Standard �Q+{ �, �S I Bg� w 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 .'- kCIONAL ES Continued on page 2 August 3,2017 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 11111 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 M iTek` is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/PI1 Quality Criteria,DSB-89 and 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 PLH-1814 Aria D K3512863 B1600324 Y03 Common 1 1 Job Reference(optional) I o-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep29 2015 MiTek Industries,Inc. Thu Aug3 11:33:19 2017 Page 2 9 I D:EW9PIDLs4sJOKTAhxtJENsyUR?P-7ZVNU NuIhMo9mZ6J_rQi HwjM5WL5nJFvXsomKByrZOU LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-4=-64,4-7=-64,2-6=-20 Concentrated Loads(Ib) Vert:4=-86(B) ®WARNING-Verify design parameters end 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/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. I-- I Job Truss Truss Type Qty Ply PLH-1814 Ma D K3512864 - B1600324 Y04 Common Girder 1 2 Job Reference(optional) ',- Pro-Build Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:20 2017 Page 1 I D:E W9PIDLs4sJOKTAhxtJENsyUR?P-bl3mijvNSgw?OjhVYYxxg8GTLwd U WbK31 WYJtdyrZOT 4-0-0 I 10-0-0 I 16-0-0 20-0-0 I 4-0-0 6-0-0 6-0-0 4-0-0 4x6 I I Scale=1:43.3 3 ii 8.00 12 rn 4x6 i 4x6"� 9 2 4 dip ,ikts 1 ,elAillillIllIllkIIIIob— 1111 5 ;.1r41111111111111111. 0. ,I141 ji- ea ._. 4x12 "� 8 7 6 4x12 3x8 II 8x8 = 3x8 H 0-C-2 4-0-0 I 10-0-0 16-0-0 I 19-11-14 20-3-0 0{-2 3-11-14 6-0-0 6-0-0 3-11-14 0-C-2 Plate Offsets(X.Y)-- [1:0-2-3.0-2-5].[2:0-1-12.0-2-0].4:0-1-12,0-2-0].[5:0-2-3.0-2-5].[6:0-4-12.0-1-8].[7:0-4-0,0-4-8],[8:0-4-12.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.12 6-7 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.57 Vert(TL) -0.28 6-7 >830 180 TCDL 7.0 Rep Stress Incr NO WB 0.84 Horz(TL) 0.08 5 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 BCDL 10.0 (Matrix) Weight 216 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-5-10 oc purlins. BOT CHORD 2x6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G*Except* 3-7:2x4 DFNo.1&BtrG << , D PROFF,,s REACTIONS. (lb/size) 1=4816/0-5-4,5=6042/0-5-4 ;cIGNCa)NEER 'O,k Max Horz 1=190(LC 7) Gtf Max Upliftl=-1331(LC 8),5=-1687(LC 9) 89200PE �r Max Gray 1=5224(LC 15),5=6445(LC 16) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-7857/2009,2-3=-5357/1419,3-4=-5355/1418,4-5=-9917/2611 0 Cr BOT CHORD 1-8=-1733/6566,7-8=-1733/6566,6-7=-2099/8113,5-6=-2099/8113 OREGON�� t fi ,/ WEBS 3-7=-1409/5532,4-7=-4185/1290,4-6=-1018/4059,2-7=-2339/749,2-8=-474/2146 li 'o �y 14,20 P+ NOTES- Q} 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: V/FR R I �^ Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as-follows:2x6-2 rows staggered at 0-3-0 oc ... . . -. . . EXPIRES. 1-2/31-12017 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=111 mph;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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. BRILL , 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 4Q,,,,,OV W� fit between the bottom chord and any other members. O kI,1 7)A plate rating reduction of 20%has been applied for the green lumber members. . rA,v '_, �h �Id 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except jt=lb)1=1331, ` . 5=1687. 9)Girder carries tie-in span(s):20-0-0 from 0-0-0 to 20-0-0 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. . dr 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2000 lb down and 581 lb up at A.A 51398 16-0-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. �� � GISTER� LOAD CASE(S) Standard crs,°JONAL— Continued on page 2 August 3,2017 1 MOM ®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 mit 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 ANSITIPII 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 Jo i Truss Truss Type Qty Ply PLH-1814 Aria D K3512864 B1600324 Y04 Common Girder 1 n L Job Reference(optional) 7;0-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:20 2017 Page 2 ID:E W9PIDLs4sJOKTAhxtJENsyUR?P-bl3mijvNSgw?OjhVYYxxg8GTLwdUWbK31 WYJtdyrZOT LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-5=-64,1-5=-389(F=-369) Concentrated Loads(Ib) Vert:6=-2000(F) AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEB 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 ANSIITPN 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 I Job Truss Truss Type Qty Ply PLH-1814 Aria D K351286_5 B1600324 Z01 California Girder 2 1 Job Reference(optional) _-j Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:20 2017 Page 1 ID:EW9PIDLs4sJ0KTAhxtJENsyUR?P-bl3mijvNSgw?OjhVYYxxg8GY1wi9Wmg31WYJtdyrZOT- -1-0-0 i 4-7-9 1-110-15 6-1-1 -4-7II 10-0-0 11-0-0 1-0-0 3-7-9 0-3 2-2-2 -3F 3-7-9 { 1-0-0 { Special Scale=1:22.4 5x12 MT18H<i 5x12 MT18H 8.00 12 1°I..' el r N 5 2 - 1 ♦ 9 8 10 11 7 12 3x4 LUS24 2x4 H LUS24 2x4 H LUS24 3x4- Special LUS24 I 3-7-9 I 6-4-7 10-0-0 3-7-9 2-8-15 3-7-9 Plate Offsets(X.Y)-- [3:0-2-5.0-2-8].[4:0-2-5.0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) 0.03 2-8 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.21 Vert(TL) -0.04 2-8 >999 180 MT18H 220/195 TCDL 7.0 Rep Stress lncr NO WB 0.17 Horz(TL) 0.01 5 n/a n/a BCLL 0.0 Code IBC2012/TP12007 BCDL 10.0 (Matrix) Weight:40 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(6-0-0 max.):3-4. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braci • F R p MiTek recommends that Stabilizers and•S } • - i!L-- MiTek be installed during truss erection,in a•..+:.11 �,l E�i[�z�R /p Installation guide. REACTIONS. (lb/size) 2=811/0-3-12,5=784/0-3-12 89200PE 2p�" Max Harz 2=86(LC 23) Max Uplift2=-336(LC 8),5=-309(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1097/464,3-4=-831/404,4-5=-1080/461 BOT CHORD 2-9=-359/855,8-9=-359/855,8-10=-350/831,10-11=-350/831,7-11=-350/831, 7 OREGON �<(/) 7-12=-349/839,5-12=-349/839 Lj �',9 �N WEBS 3-8=-211/386 Y 14,2 �Q� NOTES- SFR R 1�-1- 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=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 EXPIRES. t2/31/2017 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 4)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�p 7)*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 j� �q, fit between the bottom chord and any other members. '4. 1 1�"OV WAS. `tl, 8)A plate rating reduction of 20%has been applied for the green lumber members. Cl 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=336, -}" O 5=309. i�oft � �` 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. I 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. -.y' 12)Use Simpson Strong-Tie LUS24(4-10d Girder,2-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 .0 / from the left end to 7-11-4 to connect truss(es)to back face of bottom chord. 51398,x, 13)Fill all nail holes where hanger is in contact with lumber. °rC �� E'9'-"0IST 14)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)248 lb down and 244 lb up at �`PSj f (' 15) 6-2-11 on top chord. The design/selection of such connection device(s)is the responsibility of others. 0NALE 15)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). rL49/.115t1AneaPegandard August 3,2017 7 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 MiTeke 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 MiTek' 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 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 )--i Truss Truss Type Qty Ply PLH-1814 Aria D K3512865 51601324 ZO1 California Girder 2 1 Job Reference(optional) Pro=Suild Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:20 2017 Page 2 I D:E W9PIDLs4sJOKTAhxtJENsyUR?P-bl3mijvNSgw?Ojh VYYxxg8GY1 wi9Wmg3I WYJtdyrZOT LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-64,3-4=-64,4-6=-64,2-5=-20 Concentrated Loads(Ib) Vert:4=-248(B)8=-314(B)9=-18(B)10=-18(B)11=-18(B)12=-18(B) 1 �� WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. �� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 PLH-1814 Aria D K3512866 B1600324 Z02 Common 10 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Aug 03 11:33:21 2017 Page 1� ID:EW9PIDLs4sJOKTAhxtJENsyUR?P-3xd8v3w?Dz2s?tGh6GSAMLpikK24FEGC_AHtP4yrZ0S- -1-0-0 1 5-0-0 I 10-0-0 1 11-0-0 1 1-0-0 5-0-0 5-0-0 1-0-0 4x4 = Scale=1:24.5 3 P I •hhhhhh„.. 4 T �� 5 10►/3x4 i x4 H 3x4 I 5-0-0 I 10-0-0 I 5-0-0 5-0-0 Plate Offsets(X,Y)-- [2:0-2-0.0-1-8].[4:0-2-0.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) 0.02 2-6 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.17 Vert(TL) -0.04 4-6 >999 180 TCDL 7.0 Rep Stress lncr YES WB 0.09 Horz(TL) 0.01 4 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:38 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and r-. :, sF@ be installed during truss erection,in a . . � • . et9 Installationguide. �cj r‘GINEc I REACTIONS. (lb/size) 2=481/0-3-12,4=481/0-3-12 `i R Max Horz 2=115(LC 9) �"9 Max Uplift2=-120(LC 10),4=-120(LC 11) CC" 89200PE r" FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-474/116,3-4=-474/116 BOT CHORD 2-6=-8/311,4-6=-8/311 Q (z �f�OREGON tv NOTES- -72... 4. '%9 '�"` `` 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 O Y 14,2--�P�` (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for MFR R I I-� members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)This truss has been designed for greater of min roof live load of 16.0 psf or 2:(30 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. - - EXPIRES 12/31/2017 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=120, RRILL 4=120. c� 8)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. "•4'Q OVWAS41 1, 11 lifriv I AsI��GNI11:9:81:7Y Ivi � ji G August 3,2017 -- ®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 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 ANSIITPII 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 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 3/" Center plate on joint unless x,y 4 offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury I'E Dimensions are in ft-in-sixteenths. lob,. Apply plates to both sides of truss 1 23 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or x-bracing,is always required. See BCSI. TOP CHORDS O-y1fi 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves 0 may require bracing,or alternative Tor I _ lin 0 bracing should be considered. OPIIM 0 3. Never exceed the design loading shown and never Atir O A� a stack materials on inadequately braced trusses. O 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate C7-8 ce-� cs-s designer,erection supervisor,property owner and plates 0 ' �'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 use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that 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 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. 401=40 reaction section indicates joint =TM number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 111111 ME It 18.Use ofreen or treated lumber may y pose unacceptable ►—,o 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. is not sufficient. BCSI: Building Component Safety Information, MiTek 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate •' Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015