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mg SZt2 rilECEIVED MAY 2 v 2016 M iTe kCIT /ash 6 r�4�#yhvij ii��'AR,r) e., MiTek USA, Inc.1�dyv 250 Klug Circle Corona,CA 92880 951-245-9525 Re: B16015 70 ML Framing The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by ProBuild West-Beaverton,OR. Pages or sheets covered by this seal: K2044834 thru K2044871 My license renewal date for the state of Oregon is December 31,2017. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. <<- NG E&. s"o a' 89200PE 9� , OREGON ,s4Q gy142°\ Q4- MRR 11..\- June 2,2016 Baxter,David The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. MiTek� MiTek USA, Inc. 250 Klug Circle Corona,CA 92880 951-245-9525 Re: B1601570 ML Framing The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by ProBuild West-Beaverton,OR. Pages or sheets covered by this seal: K2044834 thru K2044871 My license renewal date for the state of Washington is May 16,2017. Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. .$KRILL 4.g 4 pf WAStr,, �i1 'Ct‘'' 4* it r 51398 J/ 94+ '&LISTER June 2,2016 Baxter,David The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Job Truss Truss Type Qty Ply ML Framing K2044834 B1601570 A01 California Girder 1 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:31:36 2016 Page 1 ID:gOvralAWyr4M3cTIQnTS_tzHyhH-OnW4m4GTJEELYvaljorxl VFokOV9JjuCDIXt8zAGR5 -0-0 3-7-6 1 7-3-10 7-10115 12-9-0 1 18-1-8 i 23-6-0 j 28-10-8 1 34-3-0 1 39-1-1 39-8r6 43-4-10 i 47-0-0 413-0-p -0-0 3-7-6 3-8-4 0-7- 4-10-1 5-4-8 5-4-8 5-4-8 5-4-8 4-10-1 0-7-s 3-8-4 3-7-6 1-0 Scale=1:86.5 12x12 \\ 2x4 H 5.00 12 2x4 4x8 = 5x12 MT18H= 4x8= 2x4 I I 12x12 // 4 0 31 325 33 34,, 6 3 7 3� 6 „37 38 9 39 40 1041 42 11 43 3x6 .,� 6° -1 m 1 sa °a w �a sa 3x6 •6x8= 3 /� .W 12 6x8= /A v a 1 2 -0man Y - i e e - i f -�� = 13 14 ca n yI �, no nn an an nn� nn Ah nn nn nn u nn nn anI n11 I nn inn nn nn on an tl nn I. d o 2544 45 24 46 47 4823 49 22 21 50 51 20 52 53 19 18 54 1755 56 5716 58 15 59 6x8= 6x8 = 3x6 5x6= LUS24 5x10=9x12 MT18H= LUS24 5x8 LUS24 3x6 5x10=LUS24 5x6 = 3x6 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 3x6 II LUS24 LUS24 9x12 MT18H= LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 • LUS24 LUS24 LUS24 LUS24 1 3-7-6 1 7-3-10 1 12-9-0 1 18-1-8 I 23-6-0 1 78-10-8 I 34-3-0 I 39-8-6 1 43-4-10 1 47-0-0 1 3-7-6 3-8-4 5-5-6 5-4-8 5-4-8 5-4-8 5-4-8 5-5-6 3-8-4 3-7-6 Plate Offsets(X.Y)-- [2:0-4-9.Edgej.[2:1-5-10.0-5-3].[13:1-5-10.0-5-3].[13:0-4-9.Edge],[17:0-1-12.0-2-8].123:0-4-12.0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.96 20 >581 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.85 Vert(TL) -2.10 20 >266 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.59 Horz(TL) 0.27 13 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight:689 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins,except T2,T3:2x6 DF No.2 2-0-0 oc purlins(2-1-0 max.):4-11. BOT CHORD 2x10 DF SS BOT CHORD Rigid ceiling directly applied or 8-6-13 oc bracing. WEBS 2x4 DF Std G*Except* W4:2x4 DF No.1&Btr G WEDGE Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (lb/size) 2=4856/0-5-8,13=4856/0-5-8 Max Horz 2=-65(LC 15) Max Uplift2=-1748(LC 10),13=-1748(LC 11) Max Gray 2=5306(LC 29),13=5306(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-11854/4062,3-4=-13182/4725,4-30=-17409/6454,30-31=-17409/6454, 31-32=-17409/6454,5-32=-17409/6454,5-33=-17409/6454,33-34=-17409/6454, 6-34=-17409/6454,6-35=-21796/8187,7-35=-21796/8187,7-36=-21796/8187, 8-36=-21796/8187,8-37=-21796/8187,37-38=21796/8187,9-38=-21796/8187, 9-39=17409/6451,39-40=-17409/6451,10-40=-17409/6451,10-41=-17409/6451, 41-42=-17409/6451,42-43=-17409/6451,11-43=-17409/6451,11-12=-13182/4723, 12-13=-11854/4061 BOT CHORD 2-25=-3735/10875,25-44=-3735/10875,44-45=-3735/10875,24-45=-3735/10875, Ep PROF 24-46=-4380/12270,46-47=-4380/12270,47-48=-4380/12270,23-48=-4380/12270 ,`Vo esrr 23-49=-7871/21193,22-49=-7871/21193,21-22=-7871/21193,21-50=-7871/211• Co GINEvo 50-51=-7871/21193,20-51=-7871/21193,20-52=-7824/21193,52-53=-7824/21 = �N F9 19-53=-7824/21193,18-19=7824/21193,18.54=-7824/21193,17-54=-7824/2 2'9 .o LL 8 17-55=-4313/12270,55-56=-4313/12270,56-57=-4313/12270,16-57=-4313/1 2 , 89200PE r 40 O w W > 16.58=-3669/10875,58-59=-3669/10875,15-59=-3669/10875,13-15=-3669/ I I. t{ WEBS 3-25=-749/370,3-24=-803/1746,4-24=0/765,4-23=-2303/5918,5-23=-1002/639, `OR �'l� A/.Cr 6-23=4316/1734,6-21=-36/767,6-20=-326/782,8-20=-892/686,9-20=-328 --r' 9-19=-37/767,9-17=-4316/1732,10-17=-1002/639,11-17=-2304/5918,11-16 r� 12-16=-804/1746,12-15=-749/370 7 ,,OREGON �!r✓ NOTES- #0 Y 14 ,2� 4 .d ��' 44' c5 ¢+ k 51398 k, 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: F Q Top chords connected as follows:2x4-1 row at 0-4-0 oc,2x6-2 rows staggered at 0-7-0 oc. /1/ - RRIO-I�- ��,s LISTER G ' Bottom chords connected as follows:2x10-2 rows staggered at 0-9-0 oc. `rjONALV� Webs connected as follows:2x4-1 row at 0-9-0 ac. EXPIRES: 12/31/2017 Continued on page 2 June 2,2016 I r WARNING- design mem Verity g parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.10/03/1015 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/TPI1 Quality Criteria.DSB-89 and BCSI Building Component 250 Klug Circle Safety Inform tion available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ML Framing K2044834 B1601570 A01 California Girder 1 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:31:36 2016 Page 2 ID:gOvralAWyr4M3cTIQnTS2zHyhH-On W4m4GTJEELYvaljorxl VFokOV9JjuCDIXt8zAGR5 NOTES- 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(envelope)gable end zone;cantilever 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)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=1748,13=1748. 13)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)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 44-11-4 to connect truss(es)to front face of bottom chord. 16)Fill all nail holes where hanger is in contact with lumber. 17)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)757 lb down and 513 lb up at 7-11-10,324 lb down and 215 lb up at 10-0-12,310 lb down and 221 lb up at 12-0-12,273 lb down and 221 lb up at 14-0-12,252 lb down and 222 lb up at 16-0-12,252 lb down and 222 lb up at 18-0-12,252 lb down and 223 lb up at 20-0-12,252 lb down and 224 lb up at 22-0-12,252 lb down and 224 lb up at 23-6-0,252 lb down and 224 lb up at 24-11-4,252 lb down and 223 lb up at 26-11-4,252 lb down and 222 lb up at 28-11-4,252 lb down and 222 lb up at 30-11-4,273 lb down and 221 lb up at 32-11-4,310 lb down and 221 lb up at 34-11-4,and 324 lb down and 215 lb up at 36-11-4,and 757 lb down and 513 lb up at 39-0-6 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=-64,4-11=-64,11-14=-64,2-13=-20 Concentrated Loads(Ib) Vert:22=-57(F)6=-183 21=-57(F)20=-57(F)8=-183 19=-57(F)9=-183 18=-57(F)27=-39(F)29=-39(F)30=-658 31=-258 32=-241 33=-204 34=-183 304-183 36=-183 37=-183 38=-183 39=-183 40=-204 41=-241 42=-258 43=-658 44=-57(F)45=-57(F)46=-57(F)47=-57(F)48=-57(F)49=-57(F)50=-57(F)51=-57(F)52=-57(F)53=-57(F) 54=-57(F)55=-57(F)56=-57(F)57=-57(F)58=-57(F)59=-57(F) 1111111111111 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 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 horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ML Framing K2044835 B1601570 A02 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:31:38 2016 Page 1 4 95 ID:gOvralAWyr4M3cTICMTS_tzHyhH-y9eg81HHkWLUybs3zt7gJOSacYX8Zd7sBfX�Eexx1zAGR3 11-0-0 4-7 6 I 4-8-1 0-7-86-5-7 7 1-0 I 701710-10 I 6-5- 7 0-7-837-1-1 9 42-4-104-8-14 7-6 I 47-0-0 4 � 1-0-0 Scale=1:85.2 7x14 MT18H% 7x14 MT18H 5.00 I12 4x8= 8x8= 4x8= 4 8 . 19 m 20 ,1 5�2 23m, 24m 2. 6 X26 27 28 w 7 �a9 30 Al 32 8 33 01'2x4 E' 11 W - 2x4% �� 9 N 2 v 1 r �— i bb 111 \ �1 tY 0 5x16% 17 16 15 14 13 12 5x16 4x12 = 7x14 MT18H= 4x4= 7x14 MT18H= 4x12 4x4= I 9-3-7 I 18-8-15 I 28-3-1 I 37-8-9 I 47-0-0 I 9-3-7 9-5-7 9-6-3 9-5-7 9-3-7 Plate Offsets(X.Y)- 12:0-4-0.0-3-0].[4:0-6-5.Edge].[6:0-4-0.0-4-81.[8:0-6-4,Edge].[10:0-4-0.0-3-0] LOADING(pst25 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 0.91 Vert(LL) -0.95 14-15 >589 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.62 Vert(TL) -1.79 14-15 >312 180 MT18H 220/195 BCLL 0.0 • Rep Stress Incr YES WB 0.99 HOrz(TL) 0.41 10 n/a n/a BCOL 10.0 Code IBC2012/TP12007 (Matrix) Weight:266 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except T2,T3:2x6 DF No.2 2-0-0 oc purlins(2-2-0 max.):4-8. BOT CHORD 2x6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied or 5-2-8.-. WEBS 2x4 DF Std G WEBS 1 Row at midpt 5-17,7 �Q. Pt^�'R'CC�FFs WEDGE MiTek recommends that Sta.'z4:3--•� a C:: 47 Left:2x4 SP No.3,Right:2x4 SP No.3 be installed during truss er= 6 ac..rdance with Sf.ili - ?i Installation guide. 89200PE 9� REACTIONS. (lb/size) 2=2607/0-5-8,10=2607/0-5-8 Max Horz 2=81(LC 12) Max Uplift2=-945(LC 12),10=-945(LC 13) Max Gray 2=3151(LC 31),10=3151(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. G 2., OREGON Q A TOP CHORD 2-3=-6978/2274,3-4=-6499/2139,4-18=-5888/2011,18-19=-5888/2011, <0 '9r 14 201 4 19-20=5888/2011,20-21=-5888/2011,21-22=-5888/2011,5-22=-5888/2011, '4?,Q` 5-23=-8969/3262,23-24=-8969/3262,24-25=-8969/3262,6-25=-8969/3262, 6-26=-8969/3262,26-27=-8969/3262,27-28=-8969/3262,7-28=-8969/3262, MFR IR 10- 7-29=-5888/2011,29-30=-5888/2011,30-31=-5888/2011,31-32=5888/2011, 32-33=-5888/2011,8-33=-5888/2011,8-9=-6499/2140,9-10=-6979/2274 EXPIRES: 12/31/2017 BOT CHORD 2-17=-2061/6333,16-17=-3025/8617,15-16=-3025/8617,14-15=-3412/9438, 13-14=-2952/8617,12-13=-2952/8617,10-12=-2000/6333 WEBS 3-17=-526/368,4-17=-562/1781,5-17=-3229/1375,5-15=-196/733,6-15=-706/469, 6-14=-706/469,7-14=-196/733,7-12=-3229/1374,8-12=-562/1781,9-12=-527/368 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 tt�1� LL�.q (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 16-4-6,Interior(1)16-4-6 to 30-7-10,Exterior(2)30-7-10 to 37-6-12 zone; p� 7:1i0-47.:11:'.. `7J cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 C �; 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design.4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs • / non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. .l',r 4 6)All plates are MT20 plates unless otherwise indicated. �+QO 51398 w 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .{ GISTER 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 .o G fit between the bottom chord and any other members. SIGNAL' t 9)A plate rating reduction of 20%has been applied for the green lumber members. Continued on page 2 June 2,2016 1 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design a 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 Ml; • lekis 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,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ML Framing K2044835 61601570 A02 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:31:39 2016 Page 2 ID:gOvralAWyr4M3cTIQnTS_tzHyh H-RMCCO5IM HecpC?e9RrMYZg7n IxUoMa5Ku BzBTTzAGR2 NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=945,10=945. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)119 lb down and 177 lb up at 9-11-10,119 lb down and 134 lb up at 12-0-12,217 lb down and 181 lb up at 14-0-12,203 lb down and 185 lb up at 16-0-12,159 lb down and 185 lb up at 18-0-12,138 lb down and 185 lb up at 20-0-12,133 lb down and 185 lb up at 22-0-12,133 lb down and 185 lb up at 23-6-0,133 lb down and 185 lb up at 24-11-4,138 lb down and 185 lb up at 26-11-4,159 lb down and 185 lb up at 28-11-4,203 lb down and 185 lb up at 30-11-4,217 lb down and 181 lb up at 32-11-4,and 119 lb down and 134 lb up at 34-11-4,and 119 lb down and 177 lb up at 37-0-6 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:6=-64 18=19 19=-54 20=-149 22=-135 23=-90 24=-69 25=-64 26=-64 27=-69 28=-90 29=-135 31=-149 32=-54 33=19 • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 1111 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 info 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 ML Framing K2044836 B1601570 A03 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:31:40 2016 Page 1 ID:gOvralAWyr4M3cTIQnTS_tzHyhH-vYmacRJ_2ykgg9DL_Ytn5tfyfLnQ51 gU6r]lovzAGR1 -1-0.9 4-7-6 1 9-5-15 111-10-15 1 15-6-10 1 23-6-0 1 26-8-15 31-5-6 1 35-1-1 1 37-6-1 1 42-4-10 1 47-0-0 48-0-9 1-0-0 4-7-6 4-10-9 2-5-0 3-7-11 7-11-6 3-2-15 4-8-7 3-7-11 2-5-0 4-10-9 4-7-6 1-0-0 Scale=1:85.7 5x8= 5'00 125 4x8= 5x12= 2x4 I I 3x6= 11 5x8 C 4 4 6 25 26 7 8 27 28910 2x4 _ rsa _� sa rsa sa ..� oa 8 za !RI15:1na 2x4 23 30 A 223 N-/ 12 31 Y N N Q w 1 2 1314 a ,11r/-- .-. Y -- f g� --- C_� Io 4x6= 21 2032 19 18 17 16 15 4x8= 3x6= 5x6= 3x6= 4x6= 4x8 5x12 MT18H= 3x8 = 12-2-12 I 9-5-15 1 12-40 III 20-3-1 1 28815 3781 47-0-0 1 9-5-15 T810.T-Y2 &0.5 6-5-14 10-9-2 9-5-15 Plate Offsets(X.Y)-- [4:0-4-0 0-1-4].[6:0-4-0.0-1-12].[7:0-6-0,0-3-0],[13:Edge,0-1-14].118:0-2-8.0-1-12].[20:0-2-8.0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/def L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.34 15-17 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.79 Vert(TL) -0.90 15-17 >459 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.16 13 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:223 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(2-2-0 max.):4-10. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 4-9-6. • acinq.P R OF WEBS 1 Row at midpt 6-20,9 �Q, `Cs AN MiTek recommends that Sta.:z -••r�shO CDFDi0�: Teg, be installed during truss er- SO•a •rdance with S-.ili ?i Installation guide. 89200PE 9r REACTIONS. (lb/size) 20=2942/0-5-8,13=1420/0-5-8 Max Horz 20=104(LC 12) Max Uptift20=1089(LC 8),130-367(LC 9) Max Gray 20=3409(LC 31),13=1768(LC 35) / FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. ,�OREGONIts i(/ -y TOP CHORD 2-22=-668/972,3-22=-657/1093,3-23=-838/1778,4-23=-824/1967,4-24=-1407/3007, G7Q 4y 14 20N '� 6-24=-1407/3007,6-25=-2483/760,25-26=-2483/760,7-26=-2483/760,7-8=4008/825, ,}I e)Q' 8-27=4008/825,27-28=-4008/825,9-28=-4008/825,9-29=-3199/1177,10-29=-3199/1177, MF R I IA- 10-30=-3462/983,12-30=-3486/968,12-31=-3435/978,13-31=-3471/975 BOT CHORD 2-21=-895/677,21-32=-1752/926,20-32=-1752/926,19-20=1826/1174, 18-19=-1826/1174,17-18=-598/3542,16-17=-759/4152,15-16=-759/4152, EXPIRES: 12/31/2017 13-15=-796/3155 WEBS 3-21=896/291,4-21=-411/445,4-20=2267/1571,6-20=-3027/956,6-18=-707/2201, 7-18=1654/695,7-17=-446/1069,9-17=-897/588,9-15=1132/604,10-15=-55/802, 12-15=-521/228 NOTES- 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 t� r'` LL 8q. ( envelope)gable end zone and C-C Exterior(2)-1-0-0 to 3-8-6,Interior(1)3-8-6 to 5-3-3,Exterior(2)5-3-3 to 11-10-15,Interior(1)16-3-8 41'" oo WAS1i4. `i), to 30-8-8,Exterior(2)35-1-1 to 48-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactionsr pis c 3 '•' shown;Lumber DOL=1.60 plate grip DOL=1.60 /' - O 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 L ��t!. 3)Unbalanced snow loads have been considered for this design. %./ • 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. - 5)Provide adequate drainage to prevent water ponding. mit. 4,51398_,0 •Qr O 6)All plates are MT20 plates unless otherwise indicated. A GISTS 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. S GI 4 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 SIGNAL' g))fit between the bottom chord and any other members. C96 A nuetee an ipna9euction of 20%has been applied for the green lumber members. June 2,2016 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. mill. 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/IPI1 Qualify Criteria.DSB-89 and SCSI Building Component 250 Klug Circle Safely Informotlon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ML Framing K2044836 81601570 A03 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:31:40 2016 Page 2 ID:gOvralAWyr4M3cTIQnTS_tzHyhH-vYmacRJ_2ykgg9DL_Ytn5tfyfLnQ51 gU6rjlOvzAGR1 NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib)20=1089,13=367. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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/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 ML Framing K2044837 B1601570 A04 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print 7.640 s Nov 10 2015 MiTek Industries,Inc.Thu Jun 02 14:46:47 2016 Page 1 -*IV 1T ID:g0vralAWyr4M3cTIQnnT�S_tzHyhH-ImhHu194RdJSt0Ef75h66ujyjzLi5HV hSSwEKrzAGCs 1-0-0 6-7-6 0.5-i4 13-3-106-2-8 1 0-7-515 6-2-9 I 26-9-08 6.2 9 0.77- 39-10-121.6 6.2.8 110 4 6-7-6 47-0 Scale=1:85.8 12x12 2x4 I I 506= 4x8 = 608 5.00 12 428 29 5 0 31.,6 32 733 34 35 836 3x6�. /� _ _ _ _ _ s _ c. _ _ = 4"i 3x6 3 9 37 x z 0 27 38 2 20 19 18 17 16 15 14 13 12 2x4 II 6x6= 3x6= 5x16= 2x4 II 3x8= 2x4 II 4x12 4x6= 2x4 II 5x12 MT18H= I 6-7-6 711 12-0-0 1?-3-19 20-1-8 1 26-10-8 33-8-6 I 39-10-12 40-410 47-0-0 I 6-7-6 05-14 4-10-12 1-3-10 6-9-14 6-9-0 6-9-14 6-2-6 0-5-14 6-7-6 Plate Offsets(X,Y)-- 14:0-4-12,0-3-81,f10:0-1-0,0-0-41,116:0-6-5,0-1-12],119:0-2-12,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.33 13-15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.72 Vert(TL) -0.56 13-15 >736 180 MT18H 220/195 TCDL 7.0 Rep Stress lncr YES WB 0.83 Horz(TL) 0.17 10 n/a n/a BCLL 0.0 * Code IBC2012/TP12007Matrix-M BCDL 10.0 ( ) Weight:247 lb FT=10% 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(3-4-5 max.):4-8. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 5-5-7 oc• 6.--,.., WEBS 2x4 DF Std G*Except* ,1 WEBS 1 Row at midpt 4-16,7-1-, . U9P R°Pp , 4-16:2x4 DF No.1&Btr G MiTek recommends that Stab' ��.• `eielikt be installed during truss ere.Iri©�I : •• •ance with tai -'j1_ Installation guide. -9 REACTIONS. (lb/size) 19=4019/0-5-8,10=1911/0-5-8 cc 89200P c- Max Horz 19=-118(LC 56) Max Upliftl9=-1516(LC 8),10=-698(LC 13) Max Gray 19=5039(LC 32),10=2446(LC 36) ri CC FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. yG ,7�OREGON TOP CHORD 2-27=-752/1427,3-27=-733/1583,3-4=-1163/2585,4-28=-2860/1423,28-29=-2869/1424, / "rl,9 ON 1�� 5-29=2887/1425,5-30=-2865/1417,30-31=-2865/1417,6-31=-2865/1417, Q Y 14 2 T 6-32=-2865/1417,32-33=2865/1417,7-33=-2865/1417,7-34=-3710/1310, 34-35=-3704/1309,35-36=-3700/1308,8-36=-3698/1308,8-9=-4140/1370, MFR R 1 0- s;?'P 9-37=-4790/1481,37-38=-4914/1479,10-38=-5045/1470,10-39=-3235/860 BOT CHORD 2-20=-1317/782,19-20=-1317/782,18-19=-1331/1221,17-18=-1335/1211, 16-17=-1335/1211,15-16=-1512/4178,14-15=-1512/4178,13-14=-1512/4178, EXPIRES: 12/31/2017 12-13=-1268/4536,10-12=-1268/4536 WEBS 3-19=-1098/618,4-16=-1560/4193,5-16=-1388/732,7-16=-2070/746,7-15=0/267, 7-13=-1031/1012,8-13=-287/936,9-13=-1013/311,4-19=4325/1547 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 LL,, (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 3-8-6,Interior(1)3-8-6 to 7-0-6,Exterior(2)7-0-6 to 13-8-2,Interior(1)20-1-8 to J ) v WAS `i.f 26-10-8,Exterior(2)33-8-6 to 48-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions O 1 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 ��,,? 4 O 3)Unbalanced snow loads have been considered for this design. I ,J' . 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ! 1 non-concurrent with other live loads. - r 5)Provide adequate drainage to prevent water ponding. A� 51398 w� 6)All plates are MT20 plates unless otherwise indicated. 0,,{, -51398 7 )This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .4.' 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 sSIONALC5 fit between the bottom chord and any other members. 9)A plate rating reduction of 20%has been applied for the green lumber members. Continued on owe 2 June 2,2016 1 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mil. Design valid for use only with Mirekw connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/fP11 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 ML Framing K2044837 61601570 A04 California1 1 Job Reference tootional) Pro-Build Beaverton Truss,Beaverton,OR 97005 Run:7.610 s Jan 29 2015 Print 7.640 s Nov 10 2015 MiTek Industries,Inc.Thu Jun 02 14:46:48 2016 Page 2 I D:gOvra IAWyr4M3cTIQnTS_tzHyhH-myFf5eAiCxR I VAprhpCLf6G7TMhxgkl7v6gotHzAGC r NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1516 lb uplift at joint 19 and 698 lb uplift at joint 10. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)119 lb down and 178 lb up at 13-8-2,232 lb down and 180 lb up at 16-0-12 ,326 lb down and 227 lb up at 18-0-12,315 lb down and 232 lb up at 20-0-12,260 lb down and 232 lb up at 22-0-12,226 lb down and 232 lb up at 23-6-0,260 lb down and 232 lb up at 24-11-4,315 lb down and 232 lb up at 26-11-4,326 lb down and 227 lb up at 28-11-4,and 232 lb down and 180 lb up at 30-11-4,and 119 lb down and 178 lb up at 33-0-6 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=-64,21-24=20 Concentrated Loads(Ib) Vert:4=8 6=-156 5=-245 7=-245 28=-166 29=-256 31=-190 32=-190 34=-256 35=-166 36=8 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 Mak' ak- 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 Qualify Criteda,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 ML Framing K2044838 B1601570 A05 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:31:43 2016 Page 1 I D:gOvralAWyr4M3cTIQnTS_tzHyhH-J7Sj ETLsLt6Fhdxwg hQ Uj W H UBYtaI N?wppxPcEzAGR_ • .- • -- I . •_ ._ ._: - r_ e__ •_. :_. . -0• 6-7-6 0--4 6-2-6 0-7- 6-2-9 6-9-0 6-2-9 0-7- 6-2-6 0- 14 6-7-6 -0. Scale=1:85.7 10x10 5 2x4 I I 4x6= 4x8 — 10 6x6 5.00 112 fvn 3x6 30 37 3x6 :.:i 3 11 29 38 III 2- 1i m ?= g bgN 11 '\ 12 Io,3 22 21 20 19 18 17 16 15 14 4x6= 2x4 I I 5x6 = 3x6 4x12 = 2x4 I I 4x6= 3x10 = 2x4 I I 4x8 2x4 II 6-7-6 71114 12-0-0 18-3-19i 20-1-8 26-10-8 33-8-6 39-10-12 40-14110 47-0-0 6-7-6 0-5-14 4-10-12 1-3-10 6-9-14 i 6-9-0 6-9-14 I 6-2-6 0- '14 6-7-6 Plate Offsets(X.Y)-- [4:0-3-4.0-3-8].[9:0-2-12.0-3-0],[12:Edge.0-1-14].[15:0-3-8,0-1-8].[18:0-6-0.0-1-8].[21:0-2-4.0-3-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.19 15-17 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.50 Vert(TL) -0.40 15-17 >999 180 TCDL 7.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.11 12 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2012/TPI2007 (Matrix-M) Weight:253 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc purlins,except T2,T3:2x6 DF No.2 2-0-0 oc purlins(4-4-2 max.):4-9. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 5-4-7. jcp.PR f. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 8-18,8- tilt .—tn'C Fs�p W5:2x4 DF No.1&Btr G MiTek recommends that Sta.'z<r9-•• -•11140 %�.'1910 be instated during truss er- &Sti,a •rdance with S-.ili . 2 Installation guide. 89200PE -9� REACTIONS. (lb/size) 21=2968/0-5-8,12=1421/0-5-8 Max Horz 21=-139(LC 13) Max Uplift2l=-987(LC 8),12=-348(LC 13) Max Grav21=3829(LC 31),12=1840(LC 31) CC- FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 2!OREGONb. �<(/ TOP CHORD 2-29=-775/1310,3-29=-766/1463,3-30=-1129/2197,4-30=-1110/2449,4-31=-1769/485, <0 '9y 14 20\ �— 6-31=-1786/484,6-32=-1770/478,32-33=-1770/478,7-33=-1770/478,7-34=-1770/478, M 0Q' 34-35=-1770/478,8-35=-1770/478,8-36=-2434/1097,9-36=-2427/1098,9-37=-2591/931, FR R 10- 11-37=-2666/913,11-38=-3393/970,12-38=-3485/959 BOT CHORD 2-22=-1209/809,21-22=-1209/809,20-21=-1448/944,19-20=-1443/932,18-19=-1443/932, 17-18=-449/2705,16-17=-449/2705,15-16=-449/2705,14-15=-774/3132, EXPIRES: 12/31/2017 12-14=-774/3132 WEBS 3-21=1065/496,4-18=-998/2674,6-18=-855/279,8-18=-1609/725,8-17=0/268, 8-15=-371/935,9-15=-25/494,11-15=-993/257,4-21=-3173/1462 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 3-8-6,Interior(1)3-8-6 to 9-3-3,Exterior(2)9-3-3 to 15-10-15,Interior(1)20-1-8 .ILL B to 26-10-8,Exterior(2)31-1-1 to 48-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions 44) ov WA$..y,,N shown;Lumber DOL=1.60 plate grip DOL=1.60 �iyt: 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 O. ,,....,.:(671 ,.., �p 3)Unbalanced snow loads have been considered for this design. , .wo• • 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs / non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. rd 1- •ck- 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 15 $ 513988 Sy 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 gA�, •eGIST P' fit between the bottom chord and any other members. S G 8)A plate rating reduction of 20%has been applied for the green lumber members. `rr0NAL 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)21=987, Continued on page 2 June 2,2016 1 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,notMI a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/M11 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ML Framing K2044838 B1601570 A05 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:31:43 2016 Page 2 ID:gOvralWyr4M3cTIQnTS_tzHyhHJ7SjETLsLt6FhdxwghQUjWHUBYtaIN7wppxPcEzAGR_ NOTES- 10)"Semi-rigid pitchbreaks with fixed heels"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. t • A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11-7473 rev.10Po3/2015 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,051-89 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 ML Framing K2044839 B1601570 A06 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:31:45 2016 Page 1 ID:gOvralAWyr4M3cTIQnTS_tzHyhH-FWZTf9N7sUMyww5Jn5SyoxMorMUgmHfDG6Q Wg7zAGQy . , ..a - . - r- . . -- : . - , r r : L. -0-r 5-8-15 6-5-13 0--4 4-9-10 0-7- 5-7-1 5-7-1 0-7- 4-9-10 6-9-2 5-8-15 -0-1 Scale=1:85.8 5.00 V 10x10 2x4 II 6x8 2x4 II 6 w31 r .,33 34., 35,36 r8 37 „ft3x6;� P Ai 3x8 g 3x8 4 10 0 / r`r\4411 .,,, d� 3x6 y 2x4-i q 3 11 m 29 38 28 39 2 OT ._. 9 _.\ qo+3 21 20 40 19 18 17 41 16 42 15 43 14 4x6= 2x4 8s8= 2x4 I1 3x6= 5x10 = 3x6= 5x12 MT18H= 3x6 = 4x12 = 1 5-8-15 12-0-0 1211-12 17-3-10 1 23-6-0 I 29-8-6 I 38-4-10 I 47-0-0 I 5-8-15 6-3-1 0-2-12 5-0-14 6-2-6 6-2-6 8-8-4 8-7-6 Plate Offsets(X.Y)-- [6:0-3-4,0-3-8].[8:0-4-0.0-1-12].[12:0-1-0.0-0-4].[17:0-4-12.0-2-0] TCLL LOADING(psf) 25 0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.32 14-16 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.77 Vert(TL) -0.65 14-16 >645 180 MT18H 220/195 BCLL 0.0 Rep Stress!nor YES WB 0.99 Horz(TL) 0.15 12 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix-M) Weight:254 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied,except T3:2x6 DF No.2 2-0-0 oc purlins(3-11-15 max.):6-8. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0. • WEBS 2x4 DF Std G*Except* P R OF P WEBS 1 Row at midpt 7-17,8- �Q, FS W4,W6:2x4 DF No.1&Btr G 2 Rows at 1/3 pts 6-20 .GJ GGN(j 1 NE�,,pp �'/O MiTek recommends that S-.lfr- -nrffequired cross tfrac .�f- be installed during trusser n acc..._rySayyith_S,tabilize "917 Installation guide. • LVVUUIt'�� REACTIONS. (lb/size) 20=3755/0-5-8,12=1808/0-5-8 Max Horz 20=-151(LC 13) Max Uplift20=-1171(LC 8),12=-561(LC 13) Max Gray 20=4847(LC 32),12=2338(LC 32) 97, ,_OREGON R lvQ FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. /O -9t* 14 2Q'\ +. TOP CHORD 2-28=-620/802,28-29=-615/840,3-29=-607/967,3-4=-1099/1964,4-30=-1082/2055, ,►I Q` 5-30=-1080/2107,5-6=-971/2061,6-31=-2843/934,31-32=-2854/936,32-33=-2855/936, MF J�R L� 7-33=-2874/939,7-34=-2847/927,34-35=-2847/927,35-36=-2847/927,36-37=-2847/927, 8-37=-2847/927,8-9=-3410/964,9-10=-4246/1117,10-11=-4512/1106,11-38=-4869/1231, 38-39=-4956/1222,12-39=-5041/1216 EXPIRES: 12/31/2017 BOT CHORD 2-21=-776/655,20-21=-776/655,20-40=-617/1292,19-40=-617/1292,18-19=-623/1287, 17-18=-623/1287,17-41=-591/3067,16-41=591/3067,16-42=-792/3672, 15-42=-792/3672,15-43=-792/3672,14-43=-792/3672,12-14=-1056/4575 WEBS 3-21=-203/256,3-20=-1108/580,5-20=-725/286,6-20=4474/1437,6-19=0/277, 6-17=842/2727,7-17=1607/702,8-17=-893/356,8-16=156/910,9-16=-1013/336, 9-14=-94/718,11-14=-688/292 `� L 8 NOTES- ,� AS ' 1)Wind:ASCE 7-10;Vult=l40mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS i..Q (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 3-8-6,Interior(1)3-8-6 to 11-0-6,Exterior(2)11-0-6 to 36-2-6,Interior(1)36-2-6 / •• �^'-' •' J' "� to 43-3-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate "� ,:r �.r: p- • 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)Unbalanced snow loads have been considered for this design. A h� 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs11 51398 4v non-concurrent with other live loads. 94.,�.4GISTSOY 4' 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. s`rIONALE—IG 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 June 2,2016 r r pa WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIL7473 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 verity 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 requked for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/fP11 Quality Criteria,055.89 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 ML Framing K2044839 B1601570 A06 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:31:45 2016 Page 2 ID:gOvralAWyr4M3cTIQnTS_tzHyhH-FWZTf9N7sUMyww5Jn5SyoxMorMUgmHfDG6Q Wg7zAGOy NOTES- 8)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)20=1171,12=561. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)230 lb down and 192 lb up at 17-8-2,248 lb down and 180 lb up at 20-0-12 ,357 lb down and 227 lb up at 22-0-12,359 lb down and 232 lb up at 23-6-0,357 lb down and 227 lb up at 24-11-4,and 248 lb down and 180 lb up at 26-11-4,and 230 lb down and 192 lb up at 29-0-6 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:1-6=-64,6-8=-64,8-13=-64,22-25=-20 Concentrated Loads(Ib) Vert:6=-131 7=-289 31=-182 33=-287 34=-287 36=-182 37=-131 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 MTek®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 Job Truss Truss Type Qty Ply ML Framing K2044840 81601570 A07 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:31:47 2016 Page 1 -1-0-0 }� ID:gOvralAWyr4M3cTIQnTS_tzHyhH-CuhE4gONO6cgAEFhvVVVQtMSAtACvEBXWkQvcll?zAGQw 1-0-0 5-8-15 I 16-5-3 10-3-4 4-9-10 1 0---5 5 5-7-1-7I 5-7-1 0-7 79-1-1 -6 49 0 6-9-2 I 47-0-0 5-8-15 41W F, Scale=1:85.7 5.00 12 10x10% 10 7 2x4 I I 6x8 2x4 II 6 �, 6 as 3x6� 7► 8 "� 3x6 36 37 38 LOye 11 3x8 5 4 12 �: 3x6 32 39 2x4 v40 m 313 13 41 -I1�.; 30 ',14%.....................444. ` AlL33 . : 40 - 14 Iy.y^5 0 23 22 42 21 20 19 43 18 44 17 45 16 �\ d 2x4 I I 6x8= 2x4 I I 3x6= 4x8= 3x6= 4x8= 3x6 = 4x8—4x6= 1 5-8-15 I 12-0-0 12- 12 17-3-10 1 23-6-0 1 29-8-6 I 38-4-10 I 47-0-0 I 5-8-15 6-3-1 0-2-12 5-0-14 6-2-6 6-2-6 8-8-4 8-7-6 Plate Offsets(X.Y)-- [6:0-3-8.0-3-81,[9:0-4-0.0-1-121[14:Edge,0-1-15).119:0-2-12.0-1-81.[22:0-1-15 0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.27 16-18 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.67 Vert(TL) -0.59 16-18 >711 180 TCDL 7.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.11 14 n/a n/a BCLL 0.0* BCDL 10.0 Code IBC2012/TPI2007 (Matrix-M) I Weight:260 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except T3:2x6 DF No.2 2-0-0 oc purlins(5-8-5 max.):6-9. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0• •eg.pR QF WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 6-22,9 •c<51/41"�+�n'` Fs.p W4,W6:2x4 DF No.1&Btr G MiTek recommends that Sta.' I>h!lRedOWi@"�;slie be installed during truss er- 'O a •rdance with S-.ili �2 Installation guide. 89200PE 9r REACTIONS. (lb/size) 22=2953/0-5-8,14=1427/0-5-8 Max Horz 22=-173(LC 13) Max Uplift22=-912(LC 8),14=-376(LC 13) Max Grav22=3992(LC 31),14=1929(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. 4 OREGON D A TOP CHORD 2-30=-616/710,30-31=-608/736,3-31=-603/801,3-32=-1103/1728,4-32=-1092/1751, i6 '9y 14 20\ -�- 4-5=-1085/1892,5-33=-1009/1650,6-33=-993/1858,6-34=-1600/810,34-35=-1601/809, 'es 8-35=-1613/808, 71- 8-36=-1600/800,36-37=-1600/800,9-37=-1600/800,9-38=-2428/838, FR R 1 0- 11-38=-2459/825,11-12=-3475/918,12-39=-3551/907,13-39=-3694/905, 13-40=-4035/1007,40-41=-4078/1001,14-41=-4162/993 BOT CHORD 2-23=-655/651,22-23=-655/651,22-42=-27/746,21-42=-27/746,20-21=-30/735, EXPIRES: 12/31/2017 19-20=-30/735,19-43=507/2177,18-43=-507/2177,18-44=-624/2864,17-44=-624/2864, 17-45=-624/2864,16-45=624/2864,14-16=-828/3792 WEBS 3-23=-197/256,3-22=-1046/584,5-22=-690/269,6-22=-3476/1718,6-21=0/277, 6-19=803/1719,8-19=-879/431,9-19=-1042/344,9-18=-132/890,11-18=-991/301, 11-16=-88/695,13-16=-654/289 NOTES- OPLL „0,4 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.11;Exp B;enclosed;MWFRS 44) Ov WASifh '•t j, (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 3-8-6,Interior(1)3-8-6 to 13-3-3,Exterior(2)13-3-3 to 33-8-13,Interior(1) ,. G' 1S, 33-8-13 to 43-3-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber �� p DOL=1.60 plate grip DOL=1.60 -•a c-f .. 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 7 3)Unbalanced snow loads have been considered for this design. t... 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 1 ,p non-concurrent with other live loads. ,p_51398 4V4 5)Provide adequate drainage to prevent water ponding. �,f' `�'GISTTy'9 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .p CS 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 `sI�NALE� fit between the bottom chord and any other members,with BCDL=10.Opsf. _8)Ab.plattee rating reduction of 20%has been applied for the green lumber members. June 2,2016 continued page A 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 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 guidonce regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Bulding 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 ML Framing K2044840 B1601570 A07 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:31:47 2016 Page 2 ID:gOvralAWyr4M3cTIQnTS_tzHyhH-CuhE4gONO6cgAEFhvW VQtMSAtACvEBXWkQvcl?zAGQw NOTES- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)22=912,14=376. 10)"Semi-rigid pitchbreaks with fixed heels"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. � 1 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 building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' ek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Qualify Cited°,DSB-89 and BCSI Building Component 250 Klug Circle Safely Informalion available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ML Framing K2044841 B1601570 A08 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:31:48 2016 Page 1 I D:gOvralAWyr4M3cTIQnTS_tzHyh H-g5FcHAP?9PkXnOquSEOfQZ_LOZWZzg Mfy4fAHSzAGQv 25-1-1 t3-? 7-7-3 I 14-1-13 i 21-3-7 21-10.115 2-819 32-10-3 39-4-13 I 47-0-0 4¢-0- 1-0-0 7-7-3 6-6-11 7-1-10 0-7 3-2-2 0-'7-0 7-1-10 6-6-11 7-7-3 { Scale=1:85.5 5.00 12 6x8 \\ 6x6 6,e6„a27W .728 5x8 V4 4x8% \ 3x6 5 2425 29 830 3x8 40009 3x6% 23 31 3x6 q :d -- -" ",, 102232 2133 1211ro, e 12 ri 4x6= 20 19 34 18 35 36 37 15 17 16 14 13 4x12 = 2x4 // 6x6= 3x6= 4x6 = 4x8 = 3x6 = 2x4 I I 5x6 = I 6-1-6 I 12-0-0 12-2112 21-3-7 1 25-8-9 1 32-10-3 I 39-4-13 I 47-0-0 I 6-1-6 5-10-10 0-2-12 9-0-11 4-5-1 7-1-10 6-6-11 7-7-3 Plate Offsets(X.Y)-- (5:0-4-0.0-2-41.[6:0-3-4,0-3-0],[7:0-2-8.0-3-0].[11:0-0-0.0-0-4],[16:0-2-8.0-1-12].[17:0-2-0.0-1-12] TCLL LOADING(psf) 5 0 SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.26 13-14 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.77 Vert(TL) -0.48 14-16 >861 180 BCLL 0.0 ' Rep Stress MuYES WB 0.86 Horz(TL) 0.13 11 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:245 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except T3:2x6 DF No.2,T1:2x4 DF No.18Btr G 2-0-0 oc purlins(4-6-6 max.):6-7. BOT CHORD 2x4 DF No.18,Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0• it+)R OF WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 5-19,6- QG�1 S,:- - - W4:2x4 DF No.188tr G MiTek recommends that Sta•:43i43i--• - tl��c btDes: "fib be installed during truss er- &01,a •rdance with Stili -r- Installation guide. 89200PE -57 f"- REACTIONS. (lb/size) 19=3235/0-5-8,11=1562/0-5-8 Max Horz 19=-178(LC 13) Max Upliftl9=-849(LC 8),11=-466(LC 13) Max Gray 19=4317(LC 31),11=2086(LC 31) OREGON / FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. �L Di .c TOP CHORD 2-21=-657/806,21-22=-645/808,3-22=-639/936,3-23=-1090/1581,4-23=-1073/1778, 76 49y 14 201 '�- 4-5=-1071/1833,5-24=-1768/470,24-25=-1741/473,6-25=-1589/491,6-26=-2035/605, AIFR RL��Q' 26-27=-2035/605,27-28=-2035/605,7-28=-2035/605,7-29=2186/600,29-30=-2339/582, M 8-30=-2365/580,8-9=-3287/770,9-31=-3314/765,10-31=-3540/750,10-32=-4307/901, 32-33=-4356/889,11-33=-4444/888 BOT CHORD 2-20=743/696,19-20=-822/813,19-34=-507/917,18-34=-507/917,18-35=-507/917, EXPIRES: 12/31/2017 17-35=-507/917,17-36=-100/1501,16-36=-100/1501,16-37=-484/3151,15-37=484/3151, 14-15=484/3151,13-14=729/3996,11-13=-729/3996 WEBS 3-20=266/270,3-19=-897/478,5-19=-3835/1232,5-17=-729/2402,6-17=-1390/565, 6-16=-360/1222,8-16=-1453/387,8-14=-34/552,10-14=-940/282,10-13=0/294 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 LL RRI8q (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 3-8-6,Interior(1)3-8-6 to 14-9-8,Exterior(2)14-9-8 to 32-2-8,Interior(1)32-2-8 4° oo WASIt., 7l, to 43-3-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate nJ G, tf'� grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 Ir .4,, c- /rr� O 3)Unbalanced snow loads have been considered for this design. •/ 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. Al ,1 hk 5)Provide adequate drainage to prevent water ponding. �O ��5139:c"6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, v{ ' IST7)'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 �Sfit between the bottom chord and any other members,with BCDL=10.0psf. Sj�NAL 8)A plate rating reduction of 20%has been applied for the green lumber members. Continued on page 2 June 2,2016 la WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev 10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MTek 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/Mil Qualify Criteria,DSB-89 and SCSI Budding 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 ML Framing K2044841 B1601570 A08 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:31:48 2016 Page 2 I D:gOvralAWyr4M 3cTIQnTS_tzHyh H-g5FcHAP?9PkXnOquSEOfQZ_LOZWZzg Mfy4fAHSzAGQv NOTES- 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)19=849,11=466. 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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)371 lb down and 225 lb up at 21-11-10,and 237 lb down and 160 lb up at 23-6-0,and 371 lb down and 225 lb up at 25-0-6 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:1-6=-64,6-7=-64,7-12=-64,2-11=-20 Concentrated Loads(Ib) Vert:26=-272 27=-181 284-272 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 verity 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 Qualify Criteria,OSB-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 ML Framing K2044842 81601570 A09 Common 2 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:31:49 2016 Page 1 ID:gOvralAWyr4M3cTIQnTS_tzHyhH-8Hp_V WQdwjsOPYP40xXuznXUXzs9i9YoBkOjpuzAGQu -1-0-'3-g -0 7-10-0 16-0-13 I 73-6-o. I 30-11-2 I 39-2-0 I 47-0-0 43-0-Q 1-0-d 7-10-0 8-2-13 7-5-2 7-5-3 8-2-14 7-10-0 1-0-0 Scale=1:80.9 5x6= 5.00 12 6 iS 4x8 i 456% 20 21 3x6 5 7 3x8 4 �. 8 3x6% 2x4•i 9 19 / 22 2 +// N \ \ 10 yI1 tr - [r, �m� _ ,� -- V1 Iy 4x6 = 18 17 23 16 15 24 25 14 13 26 12 4x6—2x4 // 5x6 = 3x6= 3x6= 4x6= 4x6 = 3x6= I 6-1-6 I 12-0-0 12-2112 20-8-7 26-3-9 35-6-12 I 47-0-0 I 6-1-6 5-10-10 0-2-12 8-5-11 5-7-2 9-3-3 11-5-5 Plate Offsets(X.Y)-- [15:0-2-12.0-1-8],[17:0-3-0.0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.29 10-12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.75 Vert(TL) -0.95 10-12 >439 180 TCDL 7.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.09 10 n/a n/a BCLL 0.0 • BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:228 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc brach• WEBS 2x4 DF Std G WEBS 1 Row at midpt 5-17,6-15, - D P R MiTek recommends that Stabili s� -• 11` _ Fb,' . be installed during truss ere RR, D- et,;' op Installation guide. REACTIONS. (lb/size) 17=2746/0-5-8,10=1325/0-5-8 �� 89200PE Max Horz 17=-198(LC 13) Max Upiiftl7=-712(LC 8),10=-382(LC 13) Max Gray 17=2746(LC 1),10=1494(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. C) OREGONTOP CHORD 2-19=-656/802,3-19=-644/907,3-4=-1095/1565,4-5=-1071/1609,5-20=-858/299, 7L p, A 6-20=-814/318,6-21=-1303/427,7-21=-1487/407,7-8=-2311/603,8-9=-2496/589, /0 '4}i 14 20 s ± 9-22=-2812/729,10-22=-2881/716 if I R,‘"'BOT CHORD 2-18=-739/694,17-18=-830/823,17-23=-229/668,16-23=-229/668,15-16=-229/668, MFR R I A- 15-24=0/907,24-25=0/907,14-25=0/907,13-14=-236/1832,13-26=-236/1832, 12-26=-236/1832,10-12=-573/2587 WEBS 3-18=-268/284,3-17=-716/503,5-17=-2501/1124,5-15=402/1033,6-15=-736/443, EXPIRES: 12/31/2017 6-14=-292/1080,7-14=-1109/442,7-12=-126/712,9-12=-528/351 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 3-8-6,Interior(1)3-8-6 to 18-9-10,Exterior(2)18-9-10 to 23-6-0,Interior(1) 28-2-6 to 43-3-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber _[A , LL DOL=1.60 plate grip DOL=1.60 L�" q 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category 11;Exp B;Fully Exp.;Ct=1 ,a. OF WAS -teN 3)Unbalanced snow loads have been considered for this design. j C 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs rte�'", J0 `� rtl non-concurrent with other live loads. � ` , 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' h.,/ 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 • 7 r fit between the bottom chord and any other members,with BCDL=10.0psf. '�' 7)A plate rating reduction of 20%has been applied for the green lumber members. �+p :v;OG5NIS 398ty8)Pro ide,mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)17=712, �,{� R� 11SS+9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. sAL��� June 2,2016 t mg 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 building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/tP11 Quality Criteria,DSB-B9 and BCSI Building Component 250 Klug Circle Safety Information available horn Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ML Framing K2044843 B1601570 A10 Common 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:31:50 2016 Page 1 ID:gOvralAWyr4M3cTIQnTS_tzHyhH-cTNMisRFh1_F1 i_Gaf27V_4eBNCLRcgyQO8GLKzAGQt 1-0 7-10-0 1 16-0-13 I 23-6-0 I 30-11-2 I 39-2-0 47-0-0 4-0-9 1-0-0 7-10-0 8-2-13 7-5-2 7-5-3 8-2-14 7-10-0 1-0-0 Scale=1:80.8 5x8= 5.00 171 .2 6 El 4x8%4x6% t9 20 3x6 5 7 3x8 4 e 8 'ts .: 3x6% 2x4�i 3 9 '4111111'107• 21 18 \ \ 10 N qIi2 I •=-' !IDI --. •. I4 --. .. it 4x6 = 17 16 22 15 14 23 24 13 12 25 11 4x6—2x4 // 5x6= 3x6 = 3x6= 4x6= 4x6= 3x6= I 6-1-6 I 12-0-0 1211-12 20-8-7 I 26-3-9 I 35-6-12 I 47-0-0 I 6-1-6 5-10-10 0-2-12 8-5-11 5-7-2 9-3-3 11-5-5 Plate Offsets(X.Y)-- [14:0-2-12.0-1-8],[16:0-3-0.0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.29 10-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.75 Vert(TL) -0.95 10-11 >434 180 TCDL 7.0 Rep Stress lncr YES WB 0.74 Horz(TL) 0.09 10 n/a n/a BCLL 0.0 * Code IBC2012/TP12007 (Matrix) I Weight:226 lb FT=10% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc braci a WEBS 2x4 DF Std G WEBS 1 Row at midpt 5-16,6-14,'pp, PR MiTek recommends that Stabili r •D' ()Fp . be installed during truss erec' r�.@D-•tr'l-•' 004t.,. y Installation guide. ,� REACTIONS. (lb/size) 16=2747/0-5-8,10=1245/0-5-8 89200PEiii Max Horz 16=205(LC 16) Max Uplift16=-713(LC 8),10=-344(LC 13) Max Gray 16=2747(LC 1),10=1414(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OREGON 1(/� TOP CHORD 2-18=-656/801,3-18=-644/906,3-4=-1095/1426,4-5=-1071/1609,5-19=-859/299, yG ,�D. 11.` 6-19=-815/319,6-20=-1305/428,7-20=-1489/409,7-8=-2320/608,8-9=-2506/594, <0 '9 14 2 �PT 9-21=-2793/736,10-21=-2893/723 �tI BOT CHORD 2-17=-739/694,16-17=-830/823,16-22=-228/643,15-22=-228/643,14-15=-228/643, MRRI1--k- 14-23=0/909,23-24=0/909,13-24=0/909,12-13=-253/1836,12-25=-253/1836, 11-25=-253/1836,10-11=-594/2600 WEBS 3-17=-269/284,3-16=-717/504,5-16=-2496/1129,5-14=-405/1034,6-14=-737/444, EXPIRES: 12/31/2017 6-13=-293/1082,7-13=-1112/444,7-11=-131/721,9-11=-533/353 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 (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 3-8-6,Interior(1)3-8-6 to 18-9-10,Exterior(2)18-9-10 to 23-6-0,Interior(1) 28-2-6 to 42-0-14 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber _`VARjj,L DOL=1.60 plate grip DOL=1.60 r�w 8�L 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 J pF ), 3)Unbalanced snow loads have been considered for this design. i `ir j G'l 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs !/�i� •��i 1,,, non-concurrent with other live loads. .� - 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. / 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will -.7 fit between the bottom chord and any other members,with BCDL=10.0psf. .d 4.'' 7)A plate rating reduction of 20%has been applied for the green lumber members. 51398,0 sy 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)16=713, �(�{ ' 'GIST Vr 1 .e' 10=344. vs, 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. s'810NALE.1.16 June 2,2016 t a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE 111 Design valid for use only with Mi rel&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 Ml 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/TPll Qualify Catena,DSB-119 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ML Framing K2044844 B1601570 All Common 4 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:31:51 2016 Page 1 I D:gOvralAWyr4M3cTIQ nTS_tzHyhH-4fwkwC RtSK76erYT8MZM2BcponXG9325e2tqunzAGQs 14:2°°1 7-10-0 I 16-0-13 I 23-6-0 I 30-11-2 I 39-2-0 1 47-0-0 44-0-Q 0.(j 7-10-0 8-2-13 7-5-2 7-5-3 8-2-14 7-10-0 {y0 Scale=1:80.8 5x6= 5.00 12 6 I1 4x8%4x6% 19 20 3x6 5 7 3x8 4 a /4, 8 1. 3x6----4 2x4'i g 18 21 N1 2 � - 10 S N 1I n ' ,FIT 1'. 166 •.. lq 4x6 = 17 16 22 15 14 23 24 13 12 25 11 4x6= 2x4 1/ 5x6= 3x6 = 3x6— 4x6= 4x6= 3x6= I 6-1-6 I 12-0-0 12- 12 20-8-7 I 26-3-9 I 35-6-12 I 47-0-0 I 6-1-6 5-10-10 0-2-12 8-5-11 5-7-2 9-3-3 11-5-5 Plate Offsets,(X.Y)-- [14:0-2-12.0-1-8].[16:0-3-0.0-3-0] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL) -0.30 10-11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 Vert(TL) -1.01 10-11 >411 180 TCDL 7.0 Rep Stress!nor YES WB 0.74 Horz TL 0.09 10 n/a n/a BCLL 0.0 * Horz(TL) BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:226 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracii. WEBS 2x4 DF Std G WEBS 1 Row at midpt 5-16,6-14, P R MiTek recommends that Stabili a`a-D;T1 of-4- . be installed during truss erec'•r4Qip- 1 - • - 4. 0 Installation guide. ,C? REACTIONS. (Ib/size) 16=2753/0-5-8,10=1253/Mechanical 89200PE Max Horz 16=205(LC 16) Max Uplift16=-713(LC 8),10=-346(LC 13) Max Gray 16=2753(LC 1),10=1421(LC 20) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Q OREGON r TOP CHORD 2-18=-656/801,3-18=-644/906,3-4=-1095/1426,4-5=-1071/1609,5-19=-865/301, �G 4, R � 6-19=-821/320,6-20=-1316/430,7-20=-1500/411,7-8=-2357/616,8-9=-2542/602, <0 '9y 14 2�� -j- 9-21=2847/749,10-21=-2945/736 ,t I �Q` BOT CHORD 2-17=-739/694,16-17=-830/823,16-22=-227/642,15-22=-227/642,14-15=-227/642, ME/3 R 10- 14-23=0/916,23-24=0/916,13-24=0/916,12-13=-257/1853,12-25=257/1853, 11-25=-257/1853,10-11=-609/2656 WEBS 3-17=-269/284,3-16=-717/504,5-16=-2503/1129,5-14=-405/1038,6-14=-740/445, EXPIRES: 12/31/2017 6-13=-295/1092,7-13=-1126/447,7-11=-137/745,9-11=-559/362 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 3-8-6,Interior(1)3-8-6 to 18-9-10,Exterior(2)18-9-10 to 23-6-0,Interior(1) 28-2-6 to 42-2-12 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber . ` , DOL=1.60 plate grip DOL=1.60 1r„ I L 8.q, 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 J$." o' WASH `t>, 3)Unbalanced snow loads have been considered for this design. �, C� �� 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs �jl� • O non-concurrent with other live loads. F ff+' , 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 'S'/ 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will \ fit between the bottom chord and any other members,with BCDL=10.Opsf. ll 7)A plate rating reduction of 20%has been applied for the green lumber members. X14 A0 51398 'w 8)Refer to girder(s)for truss to truss connections. 0+��, '' .0/STEW4' 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)16=713, S O G SINAL 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. June 2,2016 1 1 Mill WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mirek®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/7N1 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 ML Framing K2044845 B1601570 Al2 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:31:52 2016 Page 1 ID:gOvralAWyr4M3cTIQnTS_tzHyhH-YsU77YSWDeFzG?7fh44baP91 RBuOuTjFtidNQDzAGQr 43 7-0-15 14-1-13 21-5-13 7025-0-021-C9-3 32-10-3 I 39-4-13 47-0-0 -0--0 7-0-15 7-0-15 7-3-15 0-6-3 3-0-0 0-6-3 7-3-15 6-6-11 7-7-3 Scale=1:85.2 5.00 12 5x8= 5x6 7 9 6 2r,„ r&27 i 4x6% 3x6 4x8% 3x8 25 28 5 10 29 411 24 4. 30 3x6- k 3x6 N 12 23 3 31 32 �'1 2 22 / --- 13 a 4x6= 21 20 33 34 19 18 35 17 16 36 15 14 4x8 2x4 // 6x6= 3x6= 4x6 = 4x8 = 4x8 3x6= 2x4 I I I 6-1-6 I12-0-0 12-2012 21-5-13 I 25-6-3 1 32-10-3 I 39-4-13 I 47-0-0 I 6-1-6 5-10-10 0-2-12 9-3-1 4-0-7 7-3-15 6-6-11 7-7-3 Plate Offsets(X.Y)-- [5:0-3-0.0-1-81.[6:0-4-0.0-1-41.[13:Edge.0-1-141.[17:0-4-0.0-1-121.[18:0-2-8.0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.22 14-15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.74 Vert(TL) -0.46 15-17 >910 180 TCDL 7.0 Rep Stress lncr YES WB 0.90 Horz(TL) 0.11 13 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:241 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except T2:2x4 DF 2400F 2.0E 2-0-0 oc purlins(5-0-3 max.):6-8. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0• W' P R OF WEBS 2x4 DF Std G WEBS 1 Row at midpt 5-20,6- 0Q%, �r+�f��, Fs MiTek recommends that Sta•'z, 9-••ISNFetl'OFD0 ,'Teo be installed during truss er- &I ac •rdance with S-•ili -ri- Installation guide. . 89200PE REACTIONS. (lb/size) 20=2993/0-5-8,13=1386/Mechanical Max Horz 20=193(LC 16) Max Uplift20=-741(LC 8),13=-362(LC 13) Max Grav 20=3745(LC 31),13=1746(LC 31) OREGON !y0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 779/1761, 1.7.0-i'741}' Dr - TOP CHORD 2-22=-644/774,4-5=-1078 812,5-25=-12331936-25=-1183/338,623/868, 426 09503/4518/1646,426-27=-1503/451, /� /tq y 1 4,2-0.\ P+ 8-27=-1503/451,8-28=-1615/420,28-29=-1744/402,10-29=-1759/400,10-11=-2690/604, iii -R R 10- 11-30=-2713/600,12-30=-2943/585,12-31=-3690/752,31-32=-3754/743, 13-32=-3872/739 BOT CHORD 2-21=-713/679,20-21=-765/759,20-33=-560/1007,33-34=-560/1007,19-34=-560/1007, EXPIRES: 12/31/2017 18-19=-560/1007,18-35=0/1114,17-35=0/1114,16-17=-346/2601,16-36=-346/2601, 15-36=-346/2601,14-15=-610/3485,13-14=-610/3485 WEBS 3-21=247/250,3-20=-906/519,5-20=-3286/751,5-18=-303/1874,6-18=-1035/286, 6-17=-264/1143,10-17=-1511/399,10-15=-38/570,12-15=-984/298,12-14=0/298 NOTES- OVARILL 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 WAS 8q (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 3-8-6,Interior(1)3-8-6 to 15-4-4,Exterior(2)154-4 to 31-7-12,Interior(1) 4 if `iJ� 31-7-12 to 42-2-14 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber /,�' . %+- C7 ,� DOL=1.60 plate grip DOL=1.60 /ir?`'7� O 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 .( • ( : 3)Unbalanced snow loads have been considered for this design. MI 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs -- �r non-concurrent with other live loads. `r) 51398 w� 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �A� L'GIST ER� 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 `rsIpNAL��G fit between the bottom chord and any other members,with BCDL=10.0psf. 8)A plate rating reduction of 20%has been applied for the green lumber members. C t Refer t oairda r(s)Lfor truss to truss connections. June 2,2016 P9 1 r AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Idi 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/M11 Qualiy Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ML Framing K2044845 B1601570 Al2 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:31:52 2016 Page 2 ID:gOvralAWyr4M3cTIQnTS_tzHyhH-YsU77YSWDeFzG?7fh44baP91 RBuOuTjFtidNQDzAGQr NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)20=741,13=362. 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)478 lb down and 111 lb up at 21-7-9,and 442 lb down and 151 lb up at 25-4-7 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:1-6=-64,6-7=-64,6-8=-64,8-9=-64,8-13=-64,2-13=-20 Concentrated Loads(Ib) Vert:6=-52 8=-272 1 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. rill 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 Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ML Framing K2044846 B1601570 A13 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:31:54 2016 Page 1 I D:g0vralAWyr4M3c11QnTS_tzHyh H-U EctYEU mIF Vh WJ H2pU73gq EL?_WwMT7YL06 U U5zAGQp -0-Q 6-8-8 I 13-6-4 I 19-5-15 20f010 23-6-0 1 27-0-0 27x6-1 33-5-12 40-3-8 I 47-0-0 -0- 6-8-8 6-9-12 5-11-11 0-6-1 3-6-0 3-6-0 0-6-1 5-11-11 6-9-12 6-8-8 Scale=1:85.8 5.00 12 5x8 3x6= 5x8—" 3x6 i 27 6 8 .-. 7 .. 8 29 30 , ! .., - - 3x6 4x12% \ 4x12 4 5 9 10 m 2x4�� 26 I 31 2x4'' 3 11 m 25 / ///` \/\ 32 33 w 1 2 - + 12 t .. �. Il. 18 34 17 3516 36 37 15 14 38 39 13 3x6= 5x12 MT18H= 3x8= 3x8 = 5x12 MT18H= 3x6= 4x12= 4x12= I 9-7-6 I 19-5-15 I 27-6-1 I 37-4-10 I 47-0-0 1 9-7-6 9-10-9 8-0-2 9-10-9 9-7-6 Plate Offsets(X.Y)-- [2:0-0-6.Edge].[4:0-5-11 Edge].[10:0-5-11 Edge] [12:0-0-6.Edge] LOADING(psf) SPACING- 2-0-0 CSI, DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.57 16-18 >994 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.97 Vert(TL) -1.23 16-18 >460 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.36 12 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2012/TPI2007 (Matrix-M) Weight:233 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied,except T1,T4:2x4 DF 2400F 2.0E 2-0-0 oc purlins(3-4-2 max.):6-8. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 2-2-0•-•acbg,f7�loe• WEBS 2x4 DF Std G 8-4-5 oc bracing:15-16. V CCs WEBS I Row at midpt 5-16 -Cgs'' 1(t�I NEcp `-'4.,-) MiTek recommends that St..iII - .n. equired cross liras .�fi be installed during truss er n accor�fai2ti iy Stabilize -c._Installation guide. ZS�LUV h't REACTIONS. (lb/size) 2=2083/0-5-8,12=2020/Mechanical Max Horz 2=173(LC 16) Max Uplift2=-492(LC 12),12=-458(LC 13) Max Gray 2=2790(LC 31),12=2727(LC 31) inORE17GON �4� FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. G/,0 4)' 14,20\ -i— TOP CHORD 2-25=-6161/1155,3-25=-5988/1172,3-26=-5689/1086,4-26=-5552/1104,4-5=-5423/1107, qI RP- 5-27=-4262/969,6-27=-4056/977,6-28=-3793/947,7-28=-3799/947,7-29=-3804/940, MFR R 10- 8-29=-3798/940,8-30=-4075/970,9-30=-4268/961,9-10=-5434/1112,10-31=-5562/1109, 11-31=-5700/1091,11-32=-6000/1182,32-33=-6084/1173,12-33=-6174/1165 BOT CHORD 2-18=-1020/5604,18-34=-826/4703,3435=-826/4703,17-35=-826/4703, EXPIRES: 12/31/2017 16-17=-826/4703,16-36=-637/3868,36-37=-637/3868,15-37=-637/3868, 14-15=-822/4710,14-38=-822/4710,38-39=-822/4710,13-39=-822/4710, 12-13=-1007/5616 WEBS 3-18=-651/289,5-18=-92/743,5-16=-1249/371,6-16=-198/1187,7-16=-468/152, 7-15=-449/171,8-15=-216/1176,9-15=-1251/372,9-13=-94/748,11-13=-654/291 `�" NOTES- r� jL 8 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 ,J Ov 'tile. 1, (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 3-8-6,Interior(1)3-8-6 to 12-10-3,Exterior(2)12-10-3 to 34-1-13,Interior(1) /� C <6 34-1-13 to 42-3-10 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber Op %�;'' TO DOL=1.60 plate grip DOL=1.60 .. _ '�i�= ; aid 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 `moi 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ,.p non-concurrent with other live loads. 16 ,p,51398 w� 5)Provide adequate drainage to prevent water ponding. ski. -`t'(',Is B'p' ' 6)All plates are MT20 plates unless otherwise indicated. S' G 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `rI01VALti� 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 Cor fit bead eenptheebottom chord and any other members,with BCDL=10.Opsf. June 2,2016 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M/67473 rev.10Po312015 BEFORE USE. Design valid for use only with M1el&connectors.This design is based only upon parameters shown,and is for an individual building component,notiii, 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 Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ML Framing K2044846 B1601570 A13 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:31:54 2016 Page 2 I D:gOvralAWyr4M3cTIQnTS_tzHyh H-U EctYEUmIF Vh WJH2pU73gq EL?_WwMT7YL06U U5zAGQp NOTES- 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Refer to girder(s)for truss to truss connections. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=492,12=458. 12)"Semi-rigid pitchbreaks with fixed heels"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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)138 lb down and 192 lb up at 19-11-10,and 152 lb down and 169 lb up at 27-0-6 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:1-6=-64,6-8=-64,8-12=-64,19-22=-20 Concentrated Loads(Ib) Vert:28=-39 29=-53 t r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-7473 rev.10/03/2015 BEFORE USE. 1111 Design valid for use only with Milek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mitek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 ML Framing K2044847 B1601570 A14 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:31:57 2016 Page 1 I D:gOvralAWyr4M3cTIQnTS_tzHyh H-vpIOAF We2AtFNmOcUdgmHSsrICXHZrf_1_K85QzAGQm .1 0-d 0 5-8-15 1 11-5-13 1 17-3-10 1f1-1 23-6-0 1 29-0-0 29-� 35-6-3 41-3-1 1 47-0-0 1 5-8-15 5-8-15 5-9-13 0-8 5-6-0 5-6-0 0.8 5-9-13 5-8-15 5-8-15 Scale=1:85.8 5.00 12 6x8 4x8= 6x8 6 2 A3 sa 7 w ,34 8 25 1 rn 5x10 WB—3x6% 3x6 215 9 26 2x4�� 4s 2x4 G Y 3 10 27 r 20 19 `` 28 11 a 1 2�J. : .��- �. Iry O/= O 4x12= 18 17 16 29 15 30 14 13 12 4x12= 3x6= 5x12 MT18H= 3x8= 2x4 3x8 = 5x12 MT18H= 3x6= I 8-7-6 I 17-3-10 l 23-6-0 I 29-8-6 I 38-4-10 I 47-0-0 1 8-7-6 8-8-4 6-2-6 6-2-6 8-8-4 8-7-6 Plate Offsets(X.Y)-- [2:0-0-6,Edge].[6:0-2-4.0-3-01.[8:0-2-4.0-3-0].[11:0-0-6,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.51 15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.99 Vert(TL) -1.01 12-14 >553 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.37 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 (Matrix) Weight:246 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 T3:2x6 DF No.2 2-0-0 oc purlins(3-9-0 max.):6-8. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 2-2-0. W'PROF WEBS 2x4 DF Std G WEBS 1 Row at midpt 5-16,7- •'f- * '- Fs OTHERS 2x4 DF No.1&Btr G MiTek recommends that Sta.' a(r9-••rchi #�, 42 be installed during truss er- 601, - . ,- 1:1,i Installation guide. �. �e ,, "V - REACTIONS. (lb/size) 11=2040/Mechanical,2=2089/0-5-8 Max Horz 2=153(LC 52) Max Upliftll=-446(LC 13),2=-481(LC 12) Max Gray 11=2673(LC 31),2=2726(LC 31) OREGON ,.CCFORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 7L 2J ,\R A. TOP CHORD 2-19=-5961/1226,19-20=-5876/1234,3-20=-5833/1242,3-4=-5499/1174, <0 '9Y 142.0� -V, 4-21=5276/1183,5-21=-5272/1185,5-6=-4261/1079,6-22=3813/1043, /�FR R ,L�-�P 22-23=-3813/1043,7-23=-3813/1043,7-24=-3910/1052,24-25=-3910/1052, 1 8-25=-3910/1052,8-9=-4363/1089,9-26=-5452/1236,10-26=-5678/1233, 10-27=-5997/1316,27-28=-6104/1307,11-28=-6172/1303 BOT CHORD 2-18=-1061/5378,17-18=-941/4666,16-17=-941/4666,16-29=-824/4009, EXPIRES: 12/31/2017 15-29=-824/4009,15-30=-824/4009,14-30=-824/4009,13-14=-966/4794, 12-13=-966/4794 11-12=-1142/5613 WEBS 3-18=-519/238,5-18=-49/593,5-16=-1079/334,6-16=-197/1074,7-16=-709/155, 7-15=0/301,7-14=-593/148,8-14=-198/987,9-14=-1121/341,9-12=-62/665, 10-12=-609/254 NOTES- tORRILL 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 A.Q. Of wASJy>, rj. (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 3-8-6,Interior(1)3-8-6 to 10-9-10,Exterior(2)10-9-10 to 36-2-6,Interior(1) /---i °,l, 36-2-6 to 42-2-14 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;LumberO ?p . 11 DOL=1.60 plate grip DOL=1.60 ••' :-"� l 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 •_ !I 3)Unbalanced snow loads have been considered for this design. or 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs , i ' ,q: non-concurrent with other live loads. 1+O re„51398 Str 5)Provide adequate drainage to prevent water ponding. A� GISTE9 .4' 6)All plates are MT20 plates unless otherwise indicated. SS+ G 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. rONAL- 8)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. June 2,2016 Continued on page s 1 r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEI(REFERENCE PAGE MlI-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' ek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/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 ML Framing K2044847 131601570 A14 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:31:57 2016 Page 2 I D:gOvralAWyr4M3cTIQnTS_tzHyhH-vpIOAF We2AtFNmOcUdgmHSsrICXHZrf_1_K85QzAGQm NOTES- 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Refer to girder(s)for truss to truss connections. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=446,2=481. 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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)122 lb down and 189 lb up at 17-11-10,and 230 lb down and 192 lb up at 29-0-6 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 1-6=-64,6-8=-64,8-11=-64,2-11=-20 Concentrated Loads(Ib) Vert:22=5 25=-131 r 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 MTek®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 Infonnatlon available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ML Framing K2044848 B1601570 A15 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:31:59 2016 Page 1 ID:gOvralAWyr4M3cTIQnTS_tzHyhH-rCPmbxXvZo7zo4A?c2iENtyGx?GI1 dJHUIpFAJzAGQk -1-0 5-10-1 1 9-4-1 1 15-3-7 15-)0115 20-8-15 1 26-3-1 1 31-1-1 31r819 37-7-15 I 41-1-15 1 47-0-0 I 1-0 5-10-1 3-6-0 5-11-6 0-7-8 4-10-0 5-6-3 4-10-0 0-7-8 5-11-6 3-6-0 5-10-1 Scale=1:85.7 5.00 12 6x8 454= 4x4 = 6x8 3x6 i 6 0 w r?a 31W 32 X33 §, 34 W ,9 3x6 I' 4x8-----e400000000000000.'1° 4x8 10 2x4 4`�� . 11 2x4-;:".- -0 i 3 12 `9 36 to 27 2829 ,'' '--,..... ,,*,_ N1 13 2 N 20 19 18 38 39 17 40 41 16 15 14 3x6 —_ 5x12 MT18H= 3x6= 3x8 — 3x6— 4x8= 4x8 = 3x8= 5x12 MT18H= 9-4-1 15-3-7 1 23-6-0 1 31-8-9 1 37-7-15 I 47-0-0 I 9-4-1 5-11-6 8-2-9 8-2-9 5-11-6 9-4-1 Plate Offsets X Y-- :1-f-f 0-'- 6:5-2-12 0-3-0 9:0-2-12 0-3-0 :Ed.e 0-0-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.42 17 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.83 Vert(TL) -0.96 15-17 >589 180 MT18H 220/195 TCDL 7.0 Rep Stress Ina YES WB 0.98 Horz(TL) 0.34 13 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight:245 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E*Except* TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins,except T3:2x6 DF No.2 2-0-0 oc purlins(3-9-7 max.):6-9. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-4-14• AA') P R WEBS 2x4 DF Std G WEBS 1 Row at midpt 7-19,8 c.,..;?, v t^�''�cO�F MiTek recommends that Sta.;AO.. �R�tl`bK� s••t� -S eip be installed during truss er- 6,d1. ac •rdance with S-.ihi -r' Installation guide. . 89200PE -37 REACTIONS. (lb/size) 2=2074/0-5-8,13=1994/Mechanical Max Horz 2=139(LC 16) Max Uplift2=-429(LC 12),13=-404(LC 13) Max Gray 2=2601(LC 31),13=2512(LC 31) tn A_ OREGON �� - FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. G 4„ b. .c TOP CHORD 2-28=-5269/1241,28-29=-5138/1249,3-29=-5134/1254,3-4=-4848/1211,4-5=-4707/1213, <0 '9r 14 (2-6\ P+ 5-6=-3947/1095,6-30=-3503/1055,7-30=-3508/1055,7-31=-3966/1178, AI 31-32=-3966/1178,32-33=-3966/1178,33-34=-3966/1178,8-34=-3966/1178, MER R 1 L- 8-35=-3513/1050,9-35=-3509/1050,9-10=-3952/1090,10-11=4718/1218, 11-12=4859/1216,12-36=-5109/1270,36-37=-5150/1265,13-37=-5283/1257 BOT CHORD 2-20=-1072/4739,19-20=-990/4433,18-19=-916/3947,18-38=-916/3947, EXPIRES: 12/31/2017 38-39=-916/3947,17-39=-916/3947,17-40=-913/3910,40-41=-913/3910, 16-41=-913/3910,15-16=-913/3910,14-15=-993/4443,13-14=-1091/4754 WEBS 5-20=-2/323,5-19=-1112/294,6-19=-247/1117,7-19=-1011/241,7-17=-91/304, 8-17=98/302,8-15=-1084/247,9-15=-255/1173,10-15=-1117/296,10-14=-4/329, 3-20=3661164,12-14=-373/167 NOTES- L 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 .J� ox WAS./.14;14"›, (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 3-8-6,Interior(1)3-8-6 to 8-7-11,Exterior(2)8-7-11 to 15-3-7,Interior(1) �iy CC (� 21-11-4 to 25-0-12,Exterior(2)31-8-9 to 47-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for /��( ;, . reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 / 3)Unbalanced snow loads have been considered for this design. 7r 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs .d , non-concurrent with other live loads. 10 .,�51398 Iv 5)Provide adequate drainage to prevent water ponding. .0� GIST`Eg 6)All plates are MT20 plates unless otherwise indicated. -81:ALE�1 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. June 2,2016 Continued on page s 1 r mi. 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 on 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 requ'ved for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ML Framing K2044848 B1601570 A15 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:31:59 2016 Page 2 ID:gOvralAVVyr4M3cTIQnTS_tzHyhH-rCPmbxXvZo7zc4A?c2iENtyGx?Gl1 dJHUIpFAJzAGQk NOTES- 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Refer to girder(s)for truss to truss connections. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=429,13=404. 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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)100 lb down and 96 lb up at 15-11-10,and 119 lb down and 176 lb up at 31-0-6 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:1-6=-64,6-9=-64,9-13=-64,21-24=-20 Concentrated Loads(Ib) Vert:30=-50 35=-6 f � r. AWARNING-Vivify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/14473 rev.10/03P1015 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 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 ML Framing K2044849 B1601570 A16 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:32:01 2016 Page 1 ID:gOvralAWyr4M3cTIQnTS_tzHyhH-nbXWOdZ95PNhrOJOjTIiS11 Ympv3VX5ZycIMEBzAGQi '1-O-Q 6-6-11 9-01 10-6-11 1 15-6-0 1 19-9-4 27-9-4 35-1-1 3q-8(6 41-4-10 1 47-0-0 4= 1-0° 6-6-11 1-2-5 2-9-11 4-11-5 4-3-4 8-0-0 7-3-13 0-7-5 5-8-4 5-7-6 Scale=1:84.2 6x8 I I 5.00 12 27 :: 8x8= 4x8= 9 8x12 2x4 �� 6 7 :4111111 q ® ea oa ra as as 2x4iiiIIIIIIIIIr 28 9 30 31 W 32-- 33 3x6 :4*, 326 �t0 35 25 g rx 1 2 !•!1 9 .-• tg �� 11 IN y>�,fe $ 18 36 37 17 16 15 14 13 12 4x8= 4x8= 5x8= 2x4 3x8= 2x4 I I 4x12 5x16 = 5x12 MT18H= I 10-6-11 I 19-9-4 27-9-4 I 35-8-6 1 41-4-10 1 47-0-0 I 10-6-11 9-2-9 8-0-0 7-11-2 5-84 5-7-6 Plate Offsets(X,Y)-- [2:0-0-4.Edge],[11:0-0-6,Edge].[13:0-2-12,0-1-8],[16:0-5-13.0-1-8].[18:0-1-11.0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.55 16-18 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.94 Vert(TL) -1.32 16-18 >427 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.34 11 n/a n/a BCLL 0.0 Code IBC2012/TPI2007 (Matrix-M) Weight:236 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 2-2-0 oc purlins,except T3:2x6 DF No.2 2-0-0 oc purlins(2-2-0 max.):6-8. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 2-2-0• •EinA.p R QF �Q WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 7-16,7 kk- W4:2x4 DF No.1&Btr Gt�[+A� �s 2 ri MiTek recommends that Sta.'43--• be installed during truss er- &,ac •rdance with S-.ili -14, Installation guide. ir 89200PE REACTIONS. (lb/size) 11=2109/Mechanical,2=2093/0-5-8 Max Horz 2=-152(LC 13) Max Upliftll=-570(LC 13),2=-431(LC 12) Max Gray 11=2587(LC 34),2=2111(LC 37) CO CC' OREGON 4,/ FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 4- 41 ,`p• 1,` TOP CHORD 2-25=-4413/1396,3-25=-4329/1413,3-26=-4062/1325,4-26=-4053/1338, Q y 14 2� 'T- 4-27=-4111/1424,5-27=-3977/1432,5-6=-5486/2005,6-28=-4943/1773,7-28=-4947/1773, 4/11i QjP 7-29=-4376/1749,29-30=-4375/1749,30-31=-4373/1749,31-32=-4372/1749, ER,L� 8-32=-4372/1749,8-33=-4617/1673,33-34=-4737/1660,10-34=-4836/1656, 10-35=-5344/1671,11-35=-5517/1658 BOT CHORD 2-18=-1057/3996,18-36=-800/3198,36-37=-800/3198,17-37=-800/3198, EXPIRES: 12/31/2017 16-17=-800/3198,15-16=-1641/5362,14-15=-1641/5362,13-14=-1641/5362, 12-13=-1462/4978,11-12=-1462/4978 WEBS 3-18=-372/230,5-18=-272/1227,5-16=-1159/3543,6-16=-2508/929,7-16=-640/254, 7-15=0/309,7-13=-1827/360,8-13=-150/1134,10-13=-656/214,4-18=-588/211 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 iv�" SL�q, (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 3-8-6,Interior(1)3-8-6 to 10-6-11,Exterior(2)10-6-11 to 15-6-0,Interior(1) ,J Od p,W, `tl, 19-9-4 to 31-0-0,Exterior(2)33-6-1 to 47-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for ,�y � reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 /�it,:,, 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ` /� 3)Unbalanced snow loads have been considered for this design. / 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs -\/ non-concurrent with other live loads. ,.p •, 5)Provide adequate drainage to prevent water ponding. v ,p,51398,0 A.kti 6)All plates are MT20 plates unless otherwise indicated. 24, L'GISTER� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4, G 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 `31ONAL' fit between the bottom chord and any other members,with BCDL=10.0psf. gg A, lat ratio reduction of 20%has been applied for the green lumber members. June 2,2016 Contihued on page 2 t 1 N A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/1.7473 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/fill 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 ML Framing K2044849 B1601570 A16 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:32:01 2016 Page 2 ID:gOvralAWyr4M3cTIQnTS_tzHyhH-nbXW0dZ95PNhrOJOjTliS11 Ympv3VX5ZycIMEBzAGQi NOTES- 10)Refer to girder(s)for truss to truss connections. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)11=570,2=431. 12)"Semi-rigid pitchbreaks with fixed heels"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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)120 lb down and 127 lb up at 31-1-9,and 119 lb down and 178 lb up at 33-0-6 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=-64,5-6=-64,6-8=-64,8-9=-64,8-11=-64,19-22=-20 Concentrated Loads(Ib) Vert:30=-58 31=8 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M8-7473 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 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 ML Framing K2044850 B1601570 A17 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:32:03 2016 Page 1 I D:gOvralAWyr4M3cTIQnTS_tzHyh H-kzfH RJ bPd 0d P5hTmrtnAXj6vtccNzRFsPwnSJ4zAGQg -1:g 6.6-11 79-01 10-6-11 I 15-6-0 I 10.44 1 27-9-4 'h 35-1-1 -AtA 41-4-1n 47-0-0 4-n-Q 1.0 6-6-11 1-2-5 2-9-11 4-11-5 4-3-4 8-0-0 7-3-13 0-7-5 5-8-4 5-7-6 -o-d Scale=1:84.2 6x8 I I 5.00 12 26 8x8= 4x8= 6x8 2x4 I I ;,1 6 7 q as oa c. 1 2x4 ti- 29 30 8 31 32 3x6 3 9 4 25 33 0 34 ur 2 10 f, — mow.. ® r 4 111q o �_. o 18 35 36 17 14 16 15 13 12 4x8= 4x8= 5x8= 4x12—4x8 I 3x10 = 2x4 I 5x16= 5x12 MT18H= I 10-6-11 19-9-4 1 27-9-4 35-8-6 1 41-4-10 1 47-0-0 I 10-6-11 9-2-9 8-0-0 7-11-2 5-8-4 5-7-6 Plate Offsets(X.Y)-- 12:0-0-4.Edgel.[10:0-1-0.0-0-4].[13:0-3-8.0-1-8a.[.16:0-6-5.0-1-8].[18:0-1-11.0-2-01 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 IC 0.87 Vert(LL) -0.54 16-18 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.88 Vert(TL) -1.31 16-18 >432 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.33 10 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight:235 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins,except T3:2x6 DF No.2 2-0-0 oc purlins(2-3-2 max.):6-8. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-1-12• ejr WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 7-16,7 �Q• V'���R�ccUFFsp W4:2x4 DF No.1&Btr G Mitek recommends that Sta.'a�r9-•• -, C txa s --1142 be installed during truss er- SO- ac •rdance with S-.ili - -0-- Installation guide. cr 89200PE 9l REACTIONS. (lb/size) 2=2076/0-5-8,10=2114/0-5-8 Max Horz 2=-133(LC 13) Max Uplift2=-439(LC 12),10=-568(LC 13) Max Gray 2=2147(LC 19),10=2461(LC 34) _OREGON lV� FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -G A Dr r` TOP CHORD 2-25=-4506/1167,3-25=-4422/1183,3-4=4143/1106,4-26=-4184/1192,5-26=-4028/1199, /O""xiy 14' 4 2p• 5-6=-54 1584, 9, 4/1388, /1095, 0 29-30=-3764/1095,8 30-318=-3762/1095,8-31=-3760/1095,7MFR R t 1-�-0.- 28-29=-3766/1095, 8-32=-4078/1135,9-32=-4198/1118,9-33=4758/1215,33-34=4834/1208, 10-34=4949/1201 BOT CHORD 2-18=-950/4082,18-35=-687/3157,35-36=-687/3157,17-36=-687/3157,16-17=-687/3157, EXPIRES: 12/31/2017 15-16=-1191/5188,14-15=-1191/5188,13-14=-1191/5188,12-13=-1018/4462, 10-12=-1018/4462 WEBS 3-18=-394/231,5-18=-273/1249,5-16=-854/3440,6-16=-2472/778,7-16=495/302, 7-15=0/308,7-13=-1927/397,8-13=-194/1197,9-13=-756/246,4-18=-594/211 NOTES- _ V ILL 8 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 WAS .q, OJ (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 3-8-6,Interior(1)3-8-6 to 10-6-11,Exterior(2)10-6-11 to 15-6-0,Interior(1) 4 4 Itj,_ 't• • 19-9-4 to 31-0-0,Exterior(2)35-8-6 to 48-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for �, C� Creactions shown;Lumber DOL=1.60 plate grip DOL=1.60 or�� .2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ♦ •• 3)Unbalanced snow loads have been considered for this design. / 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. A '/ 5)Provide adequate drainage to prevent water ponding. �� ,f,,4.,10:1,51398 t{r 6)All plates are MT20 plates unless otherwise indicated. A� GIS I ER 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. S CS 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 SI�NALE� fit between the bottom chord and any other members,with BCDL=10.Opsf. Cg)6A.ulattee rating reduction of 20%has been applied for the green lumber members. June 2,2016 page r 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 MlTek®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/7PI1 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 ML Framing K2044850 B1601570 A17 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:32:03 2016 Page 2 I D:g 0vralAWyr4M3cTIQnTS_tzHyhH-kzfH RJbPdOd P5hTmrtnAXj6vtccNzR FsPwnSJ4zAGQg NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=439,10=568. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)136 lb down and 144 lb up at 31-1-9,and 124 lb down and 136 lb up at 32-11-4,and 119 lb down and 180 lb up at 35-0-6 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=-64,5-6=-64,6-8=-64,8-11=-64,19-22=-20 Concentrated Loads(Ib) Vert:29=-66 30=-57 31=9 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/IPI1 QualIty Criteria,DSB-89 and BCSI Buitding 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 ML Framing K2044851 81601570 A18 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:32:05 2016 Page 1 I D:gOvralAWyr4M3cTIQnTS_tzHyhH-gMn 13_cf9et7K?d9ylpfc8BG3QGQRLS9sEGZNzzAGQe 6-3-0 F-9-013-2-11 15-6-0 21-9-4 29-9-4 I 37-1-1 3 42-4-10 I 47-0-0 48- -0-0 6-3-0 1-6-01-5-1 6-4-0 6-3-4 8-0-0 7-3-13 0-7-5 4-8-4 4-7-6 -0-0 Scale=1:85.8 5.00 12 5x6 =- 6 6 3x6".4000.000002,070.0000,-%. 4x8 y�8x8= 2x4 II 8x12 1 2628 0 2x4 Q 4 57 29, m m re m m ro ., 3 25 a '= �� 2x4% 30 31000000000,000'''.32 33 35 m 24 -. 1036 q 37 Q 2 ; 11 N 1 1 6 1 - ''� 1 0 1 �� 12q o/-� o 19 18 17 16 15 14 13 4x8 = 4x4= 5x12 MT18H= 2x4 I 4x12 =5x12 MT18H= 4x4 = 4x12 5x8= I 7-9-0 p-2-11 15-6-0 21-9-4 I 29-9-4 37-8-6 I 47-0-0 I 7-9-0 1-5-1 6-4-0 6-3-4 8-0-0 7-11-2 9-3-10 Plate Offsets(X,Y)-- [2:0-1-15,0-0-3].[6:0-3-0.0-2-41[7:0-5-8.0-3-12],[9:0-6-0.0-2-12],[11:0-0-9.Edge],[15:0-3-4.0-2-0],[17:0-1-12,0-2-8] 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 0.76 Vert(LL) -0.58 15-16 >970 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.97 Vert(TL) -1.35 15-16 >419 180 MT18H 220/195 TCDL 7.0 Rep Stress'nor YES WB 0.93 Horz(TL) 0.30 11 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC20121TP12007 (Matrix-M) Weight:265 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF 2400F 2.0E*Except* TOP CHORD Structural wood sheathing directly applied or 2-3-9 oc purlins,except T4:2x6 DF 2250F 1.7E,T5:2x4 DF No.1&Btr G 2-0-0 oc purlins(3-3-5 max.):7-9. BOT CHORD 2x6 DF No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0•-. WEBS 2x4 DF Std G*Except* WEBS 1 Row at midpt 5-17,7 �QS �.tP(�R���Fen�p W4,W8:2x4 DF No.1&Btr G MiTek recommends that Sta.'4-•.I�dRetlOTb6S: 71�b be installed during truss er- &3' ac.•rdance with S-•ili .1- Installation Installation guide. 89200PE 91' REACTIONS. (lb/size) 2=2058/0-5-8,11=2088/0-5-8 Max Horz 2=-133(LC 13) Max Uplift2=-449(LC 12),11=-574(LC 13) Max Gray 2=2129(LC 19),11=2439(LC 34) O CC FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. -�G 2!'9t*OREGON R A� TOP CHORD 5 26=3625/1 63,26-27=-3548/1068,6-27=-3531/1078,6-28=-354-24=-4752/1236,3-24=-4699/1244,3-25=4516/1189, 8/1077,1195, 5=-4404/1198, /� 14,20 eiP-� 28-29=-3611/161 ,7-29=-3622/1056,7-8=-6041/1754,8-30=-6038/1752, MFR R I t_\- 30-31=-6038/1752,31-32=-6038/1752,32-33=-6038/1752,33-34=-6038/1752, 9-34=-6038/1752,9-35=4812/1295,10-35=4826/1279,10-36=-5249/1439, 36-37=-5336/1433,11-37=-5364/1430 EXPIRES: 12/31/2017 BOT CHORD 2-19=-1009/4348,18-19=-917/4145,17-18=-917/4145,16-17=-1551/6192, 15-16=-1547/6197,14-15=-1038/4394,13-14=-1038/4394,11-13=-1238/4925 WEBS 5-17=-1189/306,6-17=-566/2317,7-17=-3518/979,7-16=0/276,7-15=-658/325, 8-15=-918/373,9-15=-555/2317,9-13=0/434,10-13=-620/275,5-19=-25/418, 3-19=-281/161 NOTES- BULL, 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCOL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS ,4S9 tv WAS t>, (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 3-8-6,Interior(1)3-8-6 to 10-9-10,Exterior(2)10-9-10 to 15-6-0,Interior(1) j' 20-2-6 to 21-9-4,Exterior(2)32-10-3 to 37-6-10,Interior(1)42-3-0 to 43-3-10 zone;cantilever left and right exposed;C-C for members lO �. and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 10.41-,14,„ . 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. - 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ,A 1' non-concurrent with other live loads. p,51398 q� 5)Provide adequate drainage to prevent water ponding. L,,6' ` oisTs 6)All plates are MT20 plates unless otherwise indicated. S G 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `SIONAL'e 8)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Continue on page June 2,2016 r la A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Designvalid 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 ML Framing K2044851 B1601570 A18 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:32:05 2016 Page 2 I D:g 0vralAWyr4M3cTIQnTS_tzHyhH-gMn 1 s_cf9et7K?d9ylpfc8BG3QGQRLS9sEGZNzzAGQe NOTES- 9)A plate rating reduction of 20%has been applied for the green lumber members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=449,11=574. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)85 lb down and 233 lb up at 31-1-9,125 lb down and 141 lb up at 32-11-4, and 115 lb down and 134 lb up at 34-11-4,and 119 lb down and 177 lb up at 37-0-6 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 1-6=-64,6-7=-64,7-9=-64,9-12=-64,2-11=-20 Concentrated Loads(Ib) Vert:30=17 32=-56 33=-50 34=19 M1110 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Ml1.7473 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/TPD Quality Crfteda,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 ML Framing K2044852 81601570 A19 CALIFORNIA GIRDER 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:32:08 2016 Page 1 I D:gOvralAWyr4M 3cTIQnTS_tzHyhH-4xSAU0eYSZGiBTMkd RNM EnplCd IVeiubZBV D_IzAGQb '�-�'Q 5-2-0 1 10-4-0 1 15-6-0 19-7-10 23-9-4 1 29-1-14 1 34-4-11 039-1-1 39-8 43-4-10 1 47-0-0 4 1-0-0 5-2-0 5-2-0 5-2-0 4-1-10 4-1-10 5-4-10 5-2-13 4-8-6 -7-5 3-8-4 3-7-6 1--0-d Scale=1:84.7 5x6= 5.00 12 5 4x6 3x6% 30 \ 8 4 0,1%.4. , 31 8x12 = 2x4 4x12 = 7x14 MT18H C 3x6 29 w 8 w 9 3 w C Ra w w w 3x6 rf 34 10 5 11 6x8= Y Y a _ y _ �,in -.B n►,A 1213 N .4 0 1 /_� N1/, c n� nn nn nn nn nn l n 3fiq • 22 37 17 38 39 40 41 42 24 23 21 20 19 18 16 15 14 6x8= 6x8= 3x6 II 5x6= 6x8= 5x10 = 3x6 II 5x8 = LUS243x6II LUS24 5x10 = 3x6 II 5x8= 9x12 MT18H= LUS24 LUS24 LUS24 LUS24 HGUS28-2 LUS24 4-9-1 5 .:10 9-6-2 19-4-p 14-3-3 5-6-0 19-7-10 23-9-4 79-1-14 34-4-11 39-8-6 43-4-10 47-0-0 4-9-1 0-4-15 4-4-2 0-9-14 3-11-3 1-2-13 4-1-10 4-1 -10 1 5-4-10 5-2-13 1 5-3-11 3-8-4 3-7-6 Plate Offsets(XY)-- [2:0-5-5,0-0-1].[5:0-3-0.0-2-4],[6:0-1-12.0-1-8],110:0-6-3,0-3-81,[12:1-5-10,0-5-3],112:0-4-9.Edgel.[20:0-4-0,0-2-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.70 18-19 >792 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.95 Vert(TL) -1.59 18-19 >350 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.20 12 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 (Matrix-M) Weight:688 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc purlins,except T3:2x6 DF No.2 2-0-0 oc purlins(2-8-12 max.):7-10. BOT CHORD 2x10 DF SS BOT CHORD Rigid ceiling directly applied or 10-0-0• -i p R OFF WEBS 2x4 DF Std G*Except* ��e` 55S WEDGE W5,W7:2x4 DF No.1&Btr G �� ANG[NEF'9 /029 Right:2x4 SP No.3 89200P E t-- REACTIONS. REACTIONS. (lb/size) 2=3141/0-5-8,12=4869/0-5-8 Max Horz 2=133(LC 10) Max Uplift2=-770(LC 10),12=-1394(LC 11) Max Gray 2=3202(LC 17),12=5169(LC 32) C.73Q -32.... , OREGON b �� FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. /0 '1)' 14 V�P'�' f TOP CHORD 2-3=-7475/1734,3-29=-7145/1709,4-29=-7070/1721,4-30=-6543/1733,5-30=-6475/1744, ,I 5-6=-6525/1733,6-31=-10231/2765,7-31=-10314/2757,7-8=-19042/5405, 'v/FR R L\' 8-32=-19039/5403,9-32=-19039/5403,9-33=-11253/3310,33-34=-11247/3309, 34-35=-11242/3307,10-35=-11227/3300,10-11=-12211/3541,11-12=-11439/3182 BOT CHORD 2-24=-1652/6866,23-24=-1652/6866,22-23=-1512/6526,21-22=-1512/6526, EXPIRES: 1�/31/2Q17 20-21=-2361/9470,19-20=-4532/16967,18-19=4528/16966,18-37=-4935/17330, 17-37=-4935/17330,16-17=-4935/17330,16-38=-4935/17330,38-39=-4935/17330, 39-40=-4935/17330,1540=-4935/17330,15-41=-2859/10485,41-42=-2859/10485, 14-42=-2859/10485,12-14=-2859/10485 WEBS 3-23=-363/212,4-23=24/275,4-21=-935/294,5-21=-1222/4693,6-21=-5323/1539, 6-20=-1364/5023,7-20=-9144/2624,7-18=-1080/2834,8-18=-745/235,9-18=-362/1967, L 9-16=-155/1244,9-15=-7152/2001,10-15=-841/3775,11-15=-364/1084,11-14=-704/292 �yG',,,''' NOTES- a�� 0�, ppp' SIA 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: '- Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. -4' s 01 .t* O Bottom chords connected as follows:2x10-2 rows staggered at 0-3-0 oc. / Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply ;4:7, connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 11 4, 51398 w 3)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 Off, 'tO/STER(enve � 4)TCLL:ASCE 7ope) I10;e nd zone;Pf=25.0 psf(flatgoof snow);Category II;Exp B;Fully Exp.;Ct—r left and right exposed;Lumber DOL=1.60 11 to grip DOL=1.60 �Ss'ONALE�G 5)Unbalanced snow loads have been considered for this design. Continued on page 2 June 2,2016 I imi. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and 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 ML Framing K2044852 B1601570 A19 CALIFORNIA GIRDER 1 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:32:08 2016 Page 2 I D:gOvralAWyr4M3cTIOnTS_tzHyhH-4xSAU0eYSZGiBTMkd RNM EnplCdl VeiubZB V D_IzAGQb NOTES- 6)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)All plates are MT20 plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)*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. 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=770,12=1394. 13)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Use Simpson Strong-Tie HGUS28-2(36-10d Girder,6-10d Truss)or equivalent at 31-1-9 from the left end to connect truss(es)to back face of bottom chord. 16)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 32-11-4 from the left end to 44-11-4 to connect truss(es)to back face of bottom chord. 17)Fill all nail holes where hanger is in contact with lumber. 18)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)216 lb down and 178 lb up at 32-11-4,248 lb down and 178 lb up at 34-11-4,and 258 lb down and 173 lb up at 36-11-4,and 757 lb down and 513 lb up at 39-0-6 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=-64,7-10=-64,10-13=-64,2-12=-20 Concentrated Loads(Ib) Vert:17=-54(B)28=-39(B)32=-147 33=-179 34=-193 35=-658 37=-2391(B)38=-55(B)39=-55(B)40=-57(B)41=-57(B)42=-57(B) WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. ek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/1911 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ML Framing K2044853 01601570 B01 California Girder 1 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:32:10 2016 Page 1 I D:g OvralAWyr4M 3cTIQnTS_tzHyhH-OJawvigo_AW PQmV615PgJCvBDR3x6]Su0V_K3AzAGQZ 11-0-01 5-3-10 5-10-15 10-0-5 I 14-8-2 I 19-3-14 1 23-11-11 1 28-1-1 28.8 34- 15-0-01 1-0-0 5-3-10 0-7-6 4-1-6 4-7-13 4-7-13 4-7-13 4-1-6 0-7-5 5-3-10 '1-0-0 Scale=1:62.4 5.00 12 6x8 \\ 2x4 II 3x8 — 8x8= 4x8 = 5x8 4 3 5 21,_" _ 6 2-,_7 25 ,_ 26 ,_ 8 ,_,7 28,_ ,a 1,1 _ _ Y o o i1 2 11 N r� rr rr EN ri 1 rr rr rr rr ri it ��\ Iqo' o e _ 3x8 = 18 17 16 1531 32 33 14 34 35 13 36 37 12 38 39 3x10= 2x4 II 4x12— LUS24 5x12 MT18H= 3x10= LUS24 2x4 I LUS24 3x6= LUS24 2x4 II LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 LUS24 I 5-3-10 I 10-0-5 I14-8-2 19-3-14 23-11-11 I 28-8-6 I 34-0-0 I 5-3-10 4-8-11 4-7-13 4-7-13 4-7-13 4-8-11 5-3-10 Plate Offsets(X,Y)-- [3:0-2-12.0-3-0].f7:0-4-0,0-4-8],[8:0-4-0,0-1-12].[9:0-2-12,0-2-8],[14:0-2-12,0-1-81,[17:0-5-8.0-2-0] 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 0.48 Vert(LL) -0.49 14-16 >825 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.63 Vert(TL) -1.07 14-16 >377 180 MT18H 220/195 TCDL 7.0 Rep Stress'nor NO WB 0.50 Horz(TL) 0.18 10 n/a n/a BCLL 0.0 " Code IBC2012/TP12007 (Matrix) Weight:379 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 4-10-7 oc purlins,except T3,T2:2x6 DF No.2 2-0-0 oc purlins(4-4-1 max.):3-9. BOT CHORD 2x6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied or 9-10-6• WEBS 2x4 DF Std G*Except* •`�� N R OFests W2:2x4 DF No.1&Btr G NGINEF9 /� REACTIONS. (lb/size) 2=2594/0-5-8,10=2889/0-5-8 �C/ 29 Max Horz 2=72(LC 14) 89200P E r Max Uplift2=-849(LC 6),10=-988(LC 11) Max Gray 2=2830(LC 29),10=3184(LC 29) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. c) cc TOP CHORD 2-3=-6616/2092,3-19=-10631/3509,19-20=-10631/3509,5-20=-10631/3509, 'yG ,�OREGONcx �<(/ 5-21=-10631/3509,6-21=-10631/3509,6-22=-12432/4459,22-23=-12432/4459, qt* �'� 23-24=-12432/4459,7-24=-12432/4459,7-25=-12432/4459,25-26=-12432/4459, / 14,2 Q+ 8-26=-12432/4459,8-27=-6556/2241,27-28=-6556/2241,28-29=-6556/2241, MFRR ILS- 9-29=-6556/2241,9-10=-7322/2414 BOT CHORD 2-18=-1905/6126,17-18=-1911/6124,17-30=-4421/13014,16-30=-4421/13014, 16-31=-4421/13014,15-31=-4421/13014,15-32=-4421/13014,32-33=-4421/13014, EXPIRES: 12/31/2017 14-33=-4421/13014,14-34=-3667/10399,34-35=-3667/10399,13-35=-3667/10399, 13-36=-3667/10399,36-37=-3667/10399,12-37=-3667/10399,12-38=-2170/6692, 38-39=-2170/6692,10-39=-2170/6692 WEBS 3-17=-1663/4944,5-17=-534/196,6-17=-2984/1249,6-16=-140/787,6-14=637/273, 7-14=-663/501,8-14=-769/2273,8-13=0/367,8-12=-4574/1677,9-12=-543/2015 NOTES- j.M1E i'L 9 1)2-ply truss to be connected together with 10d(0.120'x3")nails as follows: ,J ) Of WAST.., `7), Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 0-9-0 oc. W Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. 9r,-It' �0 Webs connected as follows:2x4-1 row at 0-9-0 oc. ` /� /� �. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply / connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. \ 3)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph;TCDL=4.2psf;BCDL=6.0psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS �'r (envelope)gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �t51398 Syc 4)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 Off, 'GIST 3.=- 5)Unbalanced snow loads have been considered for this design. LC' " S+ G 6)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs `sIONALV' non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. Continued on page 2 June 2,2016 ter, A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/F7477 rev.10/03/2015 BEFORE USE. IR 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 Qualiy 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 ML Framing K2044853 B1601570 B01 California Girder 1 2 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:32:10 2016 Page 2 I D:gOvralAWyr4M3cTIQ nTS_tzHyhH-OJawvigo_AW PQmV6IsPgJCvBDR3x6jSuOV_K3AzAGQZ NOTES- 8)All plates are MT20 plates unless otherwise indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)*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. 11)A plate rating reduction of 20%has been applied for the green lumber members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=849,10=988. 13)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15)Use Simpson Strong-Tie LUS24(4-SD9112 Girder,2-SD9212 Truss,Single Ply Girder)or equivalent at 13-0-12 from the left end to connect truss(es)to back face of bottom chord. 16)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 15-0-12 from the left end to 31-11-4 to connect truss(es)to back face of bottom chord. 17)Fill all nail holes where hanger is in contact with lumber. 18)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)185 lb down and 177 lb up at 15-0-12,185 lb down and 177 lb up at 17-0-12,185 lb down and 178 lb up at 18-6-0,185 lb down and 177 lb up at 19-11-4,194 lb down and 176 lb up at 21-11-4,223 lb down and 176 lb up at 23-11-4,and 233 lb down and 170 lb up at 25-11-4,and 393 lb down and 318 lb up at 28-0-6 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:1-3=-64,3-4=-64,3-9=-64,9-11=-64,2-10=-20 Concentrated Loads(Ib) Vert:13=-37(B)8=-154 22=-117 23=-117 24=-117 25=-117 26=-125 28=-168 29=-294 30=-861(B)31=-37(B)32=-37(B)33=-37(B)34=-37(B)35=-37(B)36=-37(B) 37=-37(B)38=-37(B)39=-39(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not11111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MMTek' 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 ML Framing K2044854 B1601570 B02 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:32:12 2016 Page 1 I D:gOvralA Wyr4M3cTIQnTS_tzHyhH-ziihKNi2 Wnm7g4fVsGRIOd_XXFibaeMBTpTR73zAGQX 11-0-01 4-0-0 I 7-3-10 7-10-15 13-8-15 I 20-3-1 I 26-1-1 2 30-0-0 1 34-0-0 g5-11-(] 1-0-0 4-0-0 3-3-10 0-7-5 5-10-0 6-6-3 5-10-0 d-7-5 3-3-10 4-0-0 1-0-0 Scale=1:61.3 5x8 5.005T 3x4= 3x4= 5x8 4✓5 rl 16 1 5 2(), 6 224,322 23 2� 2x4 r•.^ 1-.141' 2x4 3 8 M ry 2 \\ 9 y1/� `.� 1 b <'9" .•� LOIN 9O I 4x8= 14 13 12 11 4x8= 3x8= 5x12 MT18H= 3x8= 3x4= I 7-3-10 17-0-0 f 26-8-6 I 34-0-0 I 7-3-10 9-8-6 9-8-6 7-3-10 Plate Offsets X Y-- 2:Ed.e 0-1-14 4:0-2-12 0-2-8 5:0-1-12 1-1-8 6:1-1-1 1-1-8 TO-2- 2 0-2-8 9:Ed.e.0-1-141.[11:0-2-8.0-1-8].[14:0-1-15.0-1-8] LOADING(psf) SPACING- 2-0-0 CS). DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.49 Vert(LL) -0.41 12 >992 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.81 Vert(TL) -0.92 11-12 >437 180 MT18H 220/195 TCDL 7.0 Rep Stress Ina YES WB 0.41 Horz(TL) 0.24 9 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:162 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 3-1-4 oc purlins,except T2:2x6 DF No.2 2-0-0 oc purlins(3-2-6 max.):4-7. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 5-6-12• WEBS 2x4 DF Std G WEBS 1 Row at midpt 5-14,6 lcQk ��R`ai-s�:Tr��F��(� MiTek recommends that Sta.' z r3-•• OAtl`brg7 be installed during truss er- '60 i ac •rdance with S-.i1i -r'- Installation guide. 89200PE REACTIONS. (lb/size) 2=1632/0-5-8,9=1606/0-5-8 Max Horz 2=65(LC 12) Max Uplift2=-529(LC 12),9=-516(LC 13) Max Grav2=2016(LC 31),9=2031(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 4,OREGON b. .1 TOP CHORD 2-3=-4025/1226,3-4=-3735/1161,4-15=-3384/1106,15-16=-3384/1106, <0 '44y 14 20\ # 16-17=-3384/1106,5-17=-3384/1106,5-18=-4820/1523,18-19=-4820/1523, ,►I �Q' 19-20=-4820/1523,20-21=-4820/1523,6-21=-4820/1523,6-22=-3419/1010, MF/.i R�L\- 22-23=-3419/1010,23-24=-3419/1010,7-24=-3419/1010,7-8=-3775/1060, 8-9=-4062/1132 BOT CHORD 2-14=-1035/3593,13-14=-1428/4646,12-13=-1428/4646,11-12=1397/4776, EXPIRES: 12/31/2017 9-11=-950/3626 WEBS 4-14=-171/842,5-14=-1521/571,5-12=0/312,6-12=-18/303,6-11=-1620/648, 7-11=-206/884,3-14=-300/236,8-11=-303/249 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 RRJLL, (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 12-3-2,Interior(1)12-3-2 to 21-8-14,Exterior(2)21-8-14 to 26-6-10 zone; , WAS j cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 J 4 t 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ''C 3)Unbalanced snow loads have been considered for this design. i' Ate,/ ." �0 41 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs ( !' - non-concurrent with other live loads. \/ 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 4, ,er 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11 51398 <v 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 '1.4, •eGISTERL� fit between the bottom chord and any other members. S G 9)A plate rating reduction of 20%has been applied for the green lumber members. Sj0NAL 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)2=529, Continued on page 2 June 2,2016 • t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with 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 Qualify 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 ML Framing K2044854 81601570 B02 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:32:12 2016 Page 2 I D:gOvralA Wyr4M3cTIQnTS_tzHyh H-ziihKN i2 Wnm7g4fVsGRIOd_XXFibaeMBTpTR73zAGQX NOTES- 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)194 lb down and 261 lb up at 7-11-10,83 lb down and 143 lb up at 13-0-12 100 lb down and 141 lb up at 15-0-12,90 lb down and 141 lb up at 17-0-12,77 lb down and 141 lb up at 18-6-0,90 lb down and 141 lb up at 19-11-4,120 lb down and 141 lb up at 21-11-4,and 112 lb down and 134 lb up at 23-11-4,and 119 lb down and 177 lb up at 26-0-6 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:15=-95 17=-9 18=-31 19=-21 20=-2 21=-21 22=-51 23=-47 24=14 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 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 SCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ML Framing K2044855 B1601570 803 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:32:13 2016 Page 1 I D:gOvralAWyr4M3cTIQnTS_tzHyh H-RuG3XjihG5u_H EEhQ_zXxgXtye30J4d KiTC_fVzAGQ W 11-0-01 4-7-6 I 9-3-10 9-1n-15 17-0-0 I 24-1-1 211-R 29-4-10 I 34-n-n 45-0-q 1-0-0 4-7-6 4-8-4 0-7-5 7-1-1 7-1-1 0-7-5 4-8-4 4-7-6 1-0-0 Scale=1:61.3 5x8 = 3x8 = 5x8= 5.00 12 06 vzi17 % 1% 20_,,, 21 2441 c� \ 2x4 2xa 3 7 q r .. ��!� 23 v 9 04 4 �\\ 2 \ 8 ° :4 --- " It 4x12 = 13 12 11 10 4x12= 3x8= 5x12 MT18H= 3x8= 2x4 I I I 9-3-10 I 17-0-0 24-8-6 34-0-0 I 9-3-10 7-8-6 7-8-6 9-3-10 Plate Offsets(X.Y)-- [2:0-0-0.0-0-4],[4:0-5-4,0-2-8],[6:0-5-4,0-2-8].[8:0-0-0.0-0-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.38 11 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.73 Vert(TL) -0.69 10-11 >584 180 MT18H 220/195 TCDL 7.0 Rep Stress Ina: YES WB 0.47 Horz(TL) 0.23 8 n/a n/a BOLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:163 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 2-4-2 oc purlins,except T2:2x6 DF No.2 2-0-0 oc purlins(3-3-15 max.):4-6. BOT CHORD 2x4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-6-12•. - qa R OFF WEBS 2x4 DF Std G WEBS 1 Row at midpt 5-13,5 i MiTek recommends that Stas 49-•• 1DIs�. 142 be installed during truss er- SO a •rdance with S-.ili - Installation guide. 89200PE v<- REACTIONS. (lb/size) 2=1645/0-5-8,8=1672/0-5-8 Max Horz 2=81(LC 16) Max Uplift2=-476(LC 12),8=-490(LC 13) Max Gray 2=2175(LC 31),8=2216(LC 31) TO 2 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. L OREGONC. � TOP CHORD 2-14=-4390/1039,3-14=-4238/1052,3-4=-3857/914,4-15=-3456/885,15-16=-3456/885, /0�4 Y 2 14.�-�'°1 Q4 16-17=-3456/885,17-18=-3456/885,5-18=-3456/885,5-19=-3557/899,19-20=-3557/899, iiFR R I 20-21=-3557/899,21-22=-3557/899,6-22=-3557/899,6-7=-3963/929,7-23=-4338/1066, M 8-23=-4490/1053 BOT CHORD 2-13=-945/3956,12-13=-1040/4522,11-12=-1040/4522,10-11=-1040/4522, 8-10=896/4046 EXPIRES: 12/31/2017 WEBS 3-13=-498/304,4-13=-133/892,5-13=-1382/464,5-11=0/278,5-10=-1269/424, 6-10=-126/838,7-10=-489/305 NOTES- 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 (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-4-13,Interior(1)2-4-13 to 4-4-14,Exterior(2)4-4-14 to 9-5-6,Interior(1) -011-RILL, 14-3-2 to 19-8-14,Exterior(2)24-6-10 to 35-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for i 8.4 reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 .� Od w 1`y,W, `ij. 2)TCLL:ASCE 7-10;P1===25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 Q' C 3)Unbalanced snow loads have been considered for this design. • �� �O 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 1� ��1'' non-concurrent with other live loads. %../ 5)Provide adequate drainage to prevent water ponding. ,Tr 6)All plates are MT20 plates unless otherwise indicated. ,.p ' ,qr 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1 4, 51398 tV 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 32., CrS R fit between the bottom chord and any other members. SS G 9)A plate rating reduction of 20%has been applied for the green lumber members. ZONAL' 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=476, Contin ea on page 2 June 2,2016 r IMMO AWARNING-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 a truss system.Before use,the building designer must verity 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 ML Framing K2044855 B1601570 B03 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:32:13 2016 Page 2 ID:g0vralAWyr4M3cTIQnTS_tzHyhH-RuG3XjihG5u_HEEhQ_zXxgxfye30J4dKiTC_fi/ GQW NOTES- 11)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)123 lb down and 166 lb up at 9-11-10,145 Ib down and 157 lb up at 13-0-12,111 lb down and 136 lb up at 15-0-12,133 lb down and 144 Ib up at 17-0-12,120 Ib down and 144 Ib up at 18-6-0,133 Ib down and 144 lb up at 19-11-4,and 121 Ib down and 136 lb up at 21-11-4,and 119 lb down and 180 lb up at 24-0-6 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=-63 15=25 16=-75 18=-41 19=-50 20=-63 21=-55 22=-19 r. WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 91I1-7/73 rev.10/03/2015 BEFORE USE. Design valid for use only with Wick®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 bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always requked 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 fTPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Oty Ply ML Framing K2044856 B1601570 B04 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 0215:32:15 2016 Page 1 I D:gOvralAWyr4M3cTIQnTS_tzHyhH-N H NpyPkxoi8iXXO4YP??OFcxNSICnz4dAn h5kOzAGQ U 11-0-Of 5-7-6 11-3-10 11-110-05 17-0-0 22-1-1 23-8-p 28.4-10 34-0-0 1-0-05-7-6 5-8-4 0-7-5 5-1-1 5-1-1 0-7 5 5-8-4 5-7 -6 1-0-0 Scale=1:61.3 8x8 2x4 II 8x8 5.00 12 19 2;_, _, 22 5 23 2,.z. 2`P6 _ i 3x4%18 29 3x4 Y 3 17 30 16 31 ill 2 8 9 N 1 it F7 71,rs ft 7\ Ig 4x12 = 15 14 t3 12 11 10 4x12 = 2x4 II 3x4= 5x8 = 3x4= 2x4 I I 3x10= I 5-7-6 1 11-3-10 I 17-0-0 I22-8-6 I28-4-10 I 34-0-0 I 5-7-6 5-8-4 5-8-6 5-8-6 5-8-4 5-7-6 Plate Offsets(X.Y)-- [2:0-0-0.0-0-4].[4:0-2-12.0-3-8].16:0-2-12,0-3-8].[8:0-0-0,0-0-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.32 12 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.69 Vert(TL) -0.57 11-12 >707 180 TCDL 7.0 Rep Stress lncr YES WB 0.54 Horz(TL) 0.21 8 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix) Weight:169 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 T2:2x6 DF No.2 2-0-0 oc purlins(3-7-1 max.):4-6. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 7-1-11 .i p R QF D WEBS 2x4 DF Std G MiTek recommends that Stabili �ft_�Q'.1-. I fn�c'. be installed during truss erec'•R,,9.D- +•-,.•`�,6- .1 Installation guide. ,C? REACTIONS. (lb/size) 2=1700/0-5-8,8=1696/0-5-8 CC 89200PE r Max Horz 2=97(LC 56) Max Uplift2=-467(LC 12),8=-450(LC 13) Max Grav 2=2310(LC 31),8=2319(LC 31) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. OOREGON ,./ZTOP CHORD 2-16=-4739/967,16-17=-4642/973,3-17=-4522/984,3-18=-3870/884,4-18=-3731/899, -374. ,�Dr A, 4-19=-3963/1003,19-20=-3963/1003,20-21=-3963/1003,21-22=-3963/1003, /6 '9Y 14 20 P-\-- 22-23=-3963/1003,5-23=-3963/1003,5-24=-3963/1003,24-25=-3963/1003, �f I 25-26=-3963/1003,26-27=-3963/1003,27-28=-3963/1003,6-28=-3963/1003, MER R l L\- 6-29=-3755/833,7-29=-3895/819,7-30=-4545/922,30-31=4665/911,8-31=4762/905 BOT CHORD 2-15=-889/4242,14-15=-889/4242,13-14=-675/3463,12-13=-675/3463,11-12=-583/3486, 10-11=-757/4263,8-10=-757/4263 EXPIRES: 12/31/2017 WEBS 3-14=-829/288,4-14=42/447,4-12=-239/847,5-12=-742/332,6-12=-293/817, 6-11=43/446,7-11=-827/290 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 2-4-13,Interior(1)24-13 to 6-7-11,Exterior(2)6-7-11 to 11-5-6,Interior(1) RIZ.TLl 16-3-2 to 17-8-14,Exterior(2)22-6-10 to 35-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for W 8q reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 4 ).,,,,C Iijy `i ,, 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 � /� CJ 3)Unbalanced snow loads have been considered for this design. ,. 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs 'die" non-concurrent with other live loads. I 5)Provide adequate drainage to prevent water ponding. ,4,11 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,d 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 li .,. 51398 w fit between the bottom chord and any other members. Ai, 4LISTER .e 8)A plate rating reduction of 20%has been applied for the green lumber members. sSjONALEC) 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=467, 11 10)1l8=450.. "Fixe heels nly"Member end fixity model was used in the analysis and design of this truss. June 2,2016 Continued page 1 r 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,notINIE 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 ML Framing K2044856 B1601570 B04 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:32:15 2016 Page 2 I D:gOvralAWyr4M3cTIQnTS_tzHyhH-N H NpyPkxot8iXXO4YP??OFcxNSICnz4dAnh5kOzAGQ U NOTES- 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)108 lb down and 138 lb up at 11-11-10,116 lb down and 89 lb up at 13-0-12,176 lb down and 114 lb up at 15-0-12,127 lb down and 136 lb up at 17-0-12,139 lb down and 144 lb up at 18-6-0,and 127 lb down and 136 lb up at 19-11-4,and 133 lb down and 132 lb up at 22-0-6 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) Veil:5=-61 19=-37 20=-18 21=-141 26=-69 27=-61 28=-34 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII7473 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/iPlt Qualify 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 ML Framing K2044857 B1601570 B05 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:32:17 2016 Page 1 ID:gOvralAWyr4M3cTIQnTS_tzHyhH-JgVaN51BKKOQmrYSfq 1T5ghGrGQeFn4wd5ACoGzAGQS 16-10-15 110-01 5-6-10 I 11-4-7 12-0-9 14-1-4 i 16-3-10 1 20-1-1 29-8.6 27-4-10 I 34-0-0 35-0-01 1-0-0 5-6-10 5-9-13 d-7-9 2-1-4 2-2-6 0-7-5 3-2-2 04-5 6-84 6-7-6 1-0-0 Scale=1:62.4 5x8 6x8 5x10= 4x8 = 7 4 _ 25 _ •8 4 5 ���' i27 5.00 12 �_'=� 28 29 21 3x4 irrr 3x4 9 v 0 0 'a3110a121920 Ibl3° 11 IN r— ice, �\ 4 /;; -Ilibi n 1 -- -- o 4x12 = 18 17 16 15 14 13 12 4x12 = 2x4 I I 3x4= 3x4 = 3x8= 5x8 = 3x4= 2x4 I I I 5-6-10 I 11-4-7 1 14-1-4 I 16-3-10 1 20-8-6 I 27-4-10 I34-0-0 I 5-6-10 5-9-13 2-8-13 2-2-6 4-4-12 6-8-4 6-7-6 Plate Offsets(X.Y)-- [2:0-0-0.0-0-4].[4:0-4-4.0-1-4],[6:0-3-12.0-2-4].[8:0-4-0,0-1-121.[10:0-0-0,0-0-4] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.32 15 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.75 Vert(TL) -0.56 12-13 >716 180 TCDL 7.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.21 10 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight:179 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G*Except* TOP CHORD Structural wood sheathing directly applied,except T4:2x6 DF No.2 2-0-0 oc purlins(3-2-10 max.):4-6,7-8. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 6-11-0• . -i 43 R OF WEBS 2x4 DF Std G MiTek recommends that Stabili :il 1- R be installed during truss erec' ''1 ' 5 ,, - .. Installation guide. ,C? 17 REACTIONS. (lb/size) 10=1611/0-5-8,2=1654/0-5-8 89200PE r Max Horz 2=127(LC 64) Max Uplift 10=-490(LC 13),2=-482(LC 12) Max Gray 10=2309(LC 35),2=2284(LC 35) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. Q C OREGON SC TOP CHORD 2-19=-4667/998,19-20=-4569/1000,3-20=-4560/1011,3-21=-3825/969,4-21=-3700/977, 7._ 2J R 4-22=-3637/1066,22-23=-3638/1066,6-23=-3638/1066,6-7=-3490/1019,7-24=-3260/980, 70 -9 y 14 �-�20\ P'\- 24-25=-3260/980,25-26=-3260/980,8-26=-3260/980,8-27=-3384/959,27-28=-3432/950, ,�IER R I 28-29=-3444/948,9-29=-3584/945,9-30=-4519/1026,30-31=-4547/1014, S 10-31=-4672/1012 BOT CHORD 2-18=-946/4172,17-18=-946/4172,16-17=-797/3434,15-16=-854/3650,14-15=-686/3180, 13-14=-686/3180,12-13=-843/4167,10-12=-843/4167 EXPIRES: 12/31/2017 WEBS 3-17=-782/247,4-17=-35/414,4-16=-175/457,6-16=-399/175,6-15=-867/293, 7-15=-179/759,8-15=-111/380,8-13=-46/525,9-13=-1054/309,9-12=0/282 NOTES- 1)Wind:ASCE 7-10;Vult=140mph(3-second gust)Vasd=111 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-1-0-0 to 2-4-13,Interior(1)2-4-13 to 8-7-3,Exterior(2)8-7-3 to 23-11-6,Interior(1) BRILL 23-11-6 to 31-7-3 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber pr B�q DOL=1.60 plate grip DOL=1.60 4 p'WAS `i?s 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 , "Pt!., Gk re)(°,.7;)ilk3)Unbalanced snow loads have been considered for this design. j -,, O 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs i l: non-concurrent with other live loads. ' 5)Provide adequate drainage to prevent water ponding. , 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .p4' 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 1 4 513980 4, fit between the bottom chord and any other members. �+t., AGISTER' ' 8)A plate rating reduction of 20%has been applied for the green lumber members. S'Sj0 SSG 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=490, NAL 1 2=4822. JO)iSeminueo"Soemi-rigid idppiitcbbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss.uonge z June 2,2016 1 is, A 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 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. I Corona,CA 92880 Job Truss Truss Type Qty Ply ML Framing K2044857 81601570 B05 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:32:17 2016 Page 2 ID:gOvralAWyr4M3cTIQnTS_tzHyhHJgVaN51BKKOQmrYsfq 1 T5ghGrGQeFn4wd5ACoGzAGQS NOTES- 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)235 lb down and 207 lb up at 11-6-4,116 lb down and 168 lb up at 16-11-10,and 112 lb down and 116 lb up at 18-6-0,and 134 lb down and 316 lb up at 20-0-6 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=-64,4-5=-64,4-6=-64,6-7=-64,7-8=-64,8-11=-64,2-10=-20 Concentrated Loads(Ib) Vert:4=-136 24=-33 25=-56 26=-35 A� I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE Ml1-7473 rev.10Po312015 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/1P11 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 ML Framing K2044858 B1601570 B06 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:32:18 2016 Page 1 ID:gOvralAWyr4M3cTIQnTS_tzI1yhH-ns3yaRmp5d WHO?7fDXYieuERVfnD_K84siwILizAGQR 11-0-9 4-6-10 I 9-4-7 9111 12-1-4 1 18-6-0 I 26-3-0 I 34-0-0 I 1-0-0 4-6-10 4-9-13 C1-6-i 2-2-12 6-4-12 7-9-0 7-9-0 Scale=1:60.8 4x6= 6 ii 27 4x8 26 28 5x8 = 23 _ 25 �x6 3x4 C 5.00 12 3. iml X23 l� 8 2x4� 22 - 0 3 ,kv 29 y 21 4 2 1 cn @ c� '�9 I4 O /�_: • 0 14 13 12 11 10 3x10= 3x8= 2x4 I I 5x8 3x8= 2x4 II 3x8= I 94-7 1 12-1-4 I 18-6-0 I26-3-0 134-0-0 I 9-4-7 2-8-13 6-4-12 7-9-0 7-9-0 Plate Offsets(X.Y)-- [2:0-10-0.0-0-11].[5:0-5-8 0-3-0116:0-3-0.0-2-2].[9:0-4-2 0-1-8].[11:0-2-8.0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.25 13 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.67 Vert(TL) -0.54 11-13 >757 180 TCDL 7.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.17 9 n/a n/a BCLL 0.0 * Code IBC2012/TPI2007 (Matrix-M) Weight:156 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 T4,T5:2x4 DF 2400F 2.0E 2-0-0 oc purlins(3-7-6 max.):4-5. BOT CHORD 2x4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 7-6-5• •9inq.p R OF WEBS 2x4 DF Std G WEBS 1 Row at midpt 5-11,8- c-Q\ lr �t��+c[ CCt'p MiTek recommends that Sta.' a --• -•61A�C bfd>�s' rev be installed during truss er- 601 a .rdance with S-•ili -r1--- Installation ri"Installation guide. Q 89200PE r REACTIONS. (lb/size) 2=1532/0-5-8,9=1445/0-5-8 Max Horz 2=141(LC 12) Max Uplift2=-363(LC 12),9=-325(LC 13) Max Gray 2=2015(LC 33),9=1459(LC 20) OREGON lv� FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 32_ 2J ,\pr 1A. TOP CHORD 2-21=-3972/867,3-21=-3830/878,3-22=-3343/723,22-23=-3233/726,4-23=-3151/734, ...:b •9y 14 2O �.. 4-24=-2981/718,5-24=-2989/717,5-25=-2296/601,25-26=-2168/608,6-26=-2160/619, ,0P M 6-27=-2122/617,27-28=-2151/607,7-28=-2161/606,7-8=-2199/595,8-29=-2877/733, ER R i L\- 9-29=-3034/719 BOT CHORD 2-14=-785/3587,13-14=-686/3404,12-13=-687/3402,11-12=-687/3402,10-11=-590/2734, 9-10=-590/2734 EXPIRES: 12/31/2017 WEBS 3-14=-643/271,4-14=-178/933,5-14=-731/226,5-11=-1641/400,6-11=-204/1176, 8-11=-1019/357,8-10=0/295 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 2-4-13,Interior(1)2-4-13 to 5-11-10,Exterior(2)5-11-10 to 9-4-7,Interior(1) tsVARILL 12-1-4 to 15-1-3,Exterior(2)18-6-0 to 34-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for ' WAS./.41:4>,8q reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •J ov 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 a G'J 3)Unbalanced snow loads have been considered for this design. D �; O 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs "'e - i '. non-concurrent with other live loads. / 5)Provide adequate drainage to prevent water ponding. or 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. el 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 111 40,51390 8� '4+ fit between the bottom chord and any other members. A4",k,„ CISTEt' 8)A plate rating reduction of 20%has been applied for the green lumber members. jO �.1G 9 )Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=363, NAL Gl_ 9=325. 10) Se i-ri id itclhlbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. June 2,2016 Continued o, page 2 1 ter. a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 res 10/03/2015 BEFORE USE. NH 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 verity 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 ANS1/rPl1 Quality Criteria,D5B-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 ML Framing K2044858 B1601570 B06 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:32:19 2016 Page 2 ID:gOvralAWyr4M3cTIQnTS_tzHyh H-G2dKon nRsxe8?9hrnE3xA5ncF37SjmOD4PfJt9zAGQQ NOTES- 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)156 lb down and 180 lb up at 9-10-2 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=-64,4-5=-64,5-6=-64,6-9=-64,15-18=-20 Concentrated Loads(Ib) Vert:24=-57 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. mgm . Design valid for use only with Wick®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 bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTQ'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/rpli Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ML Framing K2044859 B1601570 807 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:32:20 2016 Page 1 ID:gOvralAWyr4M3cTIQnTS_tzl1yhH-kFBi?7o4dFm?dJG1 KybAjJJnTTTDS79MJ3PsPbzAGQP 11-0-9 4-10-7 1 7-4-7 7-11018 10-1-4 1 14-3-10 I 18-6-0 I 26-3-0 I 34-0-0 I 1-0-0 4-10-7 2-6-0 0-6-1 2-2-12 4-2-6 4-2-6 7-9-0 7-9-0 Scale=1:60.8 4x6= 7 �,G 3x8 21 20 22 6 6x8 5x6= 19 5.00 12 23 3x4 \ 17 8 24 2x4 `mow 0 16 3 15 0 A y d N 2 N 1-AO `' I b b " rt Iv '.0 3x10 = 14 13. 12 11 10 3x8= 3x4= 4x12 = 4x8 3x8= 2x4 II I 74-7 1 10-1-4 1 18-6-0 I 26-3-0 34-0-0 I 7-4-7 2-8-13 8-4-12 7-9-0 7-9-0 Plate Offsets(X,Y)-- [2:0-10-8.0-0-11].[4:0-4-0.0-2-81,[5:0-2-8,0-3-4],[6:0-3-0,0-1-8].[13:0-3-4.0-1-12] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 1.00 Vert(LL) -0.28 11-13 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.63 Vert(TL) -0.73 11-13 >552 180 TCDL 7.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.17 9 n/a n/a BCLL 0.0 * BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:157 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 DF No.1&Btr G 2-0-0 oc purlins(3-3-2 max.):4-5. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 7-9-8•- WEBS 1 Row at midpt 8-11 <�st�Pf�Rf[„0FF MiTek recommends that Sta.'z.ttr9--•l)la4 I i - 49 be installed during truss er- SO,a •rdance with S-•ili -4- Installation guide. :• •, • 9f REACTIONS. (lb/size) 9=1423/0-5-8,2=1541/0-5-8 Max Horz 2=140(LC 12) Max Uplift9=-316(LC 13),2=-376(LC 12) Max Gray 9=1434(LC 20),2=2026(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 7 '‘74}' !OREGON Dr 1((7� TOP CHORD 2-15=-3987/825,15-16=-3888/832,3-16=-3811/839,3-17=-3708/796,4-17=-3617/800, 26 '9 y 14 2°1 T 4-18=4006/896,5-18=4006/896,5-19=-4495/1023,6-19=4352/1031,6-20=-2273/610, e'Q' 20-21=-2191/615,7-21=-2171/623,7-22=-2170/605,22-23=-2171/594,8-23=-2218/583, MFRR IL�- 8-24=2937/747,9-24=-3062/733 BOT CHORD 2-14=-741/3552,13-14=-650/3421,12-13=-557/2891,11-12=-557/2891,10-11=-605/2760, 9-10=-605/2760 EXPIRES: 12/31/2017 WEBS 4-13=218/930,5-13=-1949/487,6-13=-355/1793,6-11=-1338/362,7-11=-248/1365, 8-11=-1055/383,8-10=0/316 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 2-4-13,Interior(1)2-4-13 to 4-1-7,Exterior(2)4-1-7 to 7-6-4,Interior(1)10-1-4 ..aF.RRILL, to 15-1-3,Exterior(2)18-6-0 to 33-9-4 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions ir" shown;Lumber DOL=1.60 plate grip DOL=1.60 44) O,t WASHr, j 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Cts 1 �! C� (f'� 3)Unbalanced snow loads have been considered for this design. Op /� O4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs - �lf1" • non-concurrent with other live loads. -• / 5)Provide adequate drainage to prevent water ponding. - r 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,d 4: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 will it. $ 51398 t{, O � fit between the bottom chord and any other members. v{ GIS 8)A plate rating reduction of 20%has been applied for the green lumber members. -kS' L;S 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)9=316, `SIONAVe' 2=376. 10)iSe rigid orf pittcge)breaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. June 2,2016 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Mill Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ML Framing K2044859 81601570 B07 CALIFORNIA 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:32:20 2016 Page 2 ID:gOvralAVVyr4M3cTIQnTS_tzHyhH-kFBi?7o4dFm?dJG1 KybAjJJnTTTDS79MJ3PsPbzAGQP NOTES- 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)167 lb down and 192 lb up at 7-10-2 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=-64,4-5=-64,5-7=-64,7-9=-64,2-9=-20 Concentrated Loads(lb) Vert:18=-68 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,not111114. 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 MiTelc* 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/Wit Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ML Framing K2044860 B1601570 B08 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:32:21 2016 Page 1 ID:gOvralAWyr4M3cTIQnTS_tzHyhH-CRI4DSpiOYusFSrEuf6PGWs?LtorBbOWYj8Px1 zAGQO 1 0 5-4-7 0 8-1-4 13-3-10 18-8-0 23-5-6 26-3-0 7-5-6 34-0-0 1-0-09 5-4-7 7-9 2-1-4 i 5-2 -6 5-2-6 I 4-11-6 I 2-9-10 f1-2-6 I 6-6-10 Scale=1:60.6 4x6= 7 4x8=--- 6 18 19 20 2x4 I 6 8 • 21 5.00 12 5x12= 5x8 = �• '111000, 2x4 i 4 9 i 22 o 10 1 N N o �P_� R >� b b >� �� Io 13 12 23 24 3x10= 15 14 11 3x8 = 2x4 II 4x12 = 4x8= 4x4= 4x8= I 5-4-7 1 8-1-4 1 16-8-13 I23-5-6 I 34-0-0 I 5-4-7 2-8-13 8-7-9 6-8-9 10-6-10 Plate Offsets(X.Y)-- [2:0-10-0,0-0-7].[3:0-5-8.0-1-0000J5:0-2-12.0-3-0],[6:0-0-12,0-1-8].[7:0-3-0,0-1-8],[10:0-9-0.0-0-11].[12:0-1-12.0-1-12],[14:0-3-11.0-1-12] 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) -0.30 12-14 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.67 Vert(TL) -0.86 10-11 >469 180 TCDL 7.0 Rep Stress!nor YES WB 0.87 Horz(TL) 0.16 10 n/a n/a BCLL 0.0 Code IBC2012/TP12007 (Matrix) Weight:158 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 2-0-0 oc purlins(3-1-4 max.):3-5. WEBS 2x4 DF Std G BOT CHORD Rigid ceiling directly applied or 8-9-13• • -' ciR OF MiTek recommends that Stabil' -• ' fry�'p1 th be installed during truss erec' ii .l •= , 4'.1 Installation guide. ,� REACTIONS. (lb/size) 10=1413/0-5-8,2=1517/0-5-8 cc 89200PE r Max Horz 2=154(LC 12) Max Uplift10=-304(LC 13),2=-297(LC 12) Max Gray 10=1414(LC 20),2=1822(LC 33) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. in14' ,cr- 40 TOP CHORD 2-3=-3639/520,3-16=-4384/696,5-16=-4384/696,5-17=-4969/835,6-17=-4769/836, 1L 4 ,`br ,c 6-18=-2529/473,7-18=-2390/486,7-19=-2547/623,19-20=-2598/614,8-20=-2659/610, 96 '9Y 14, ��P 20 �– BOT CHORD 2-15=-5588-21=-250/3249,14-15=-558/3242,13-14—5282998,12-13=-528/2998,12-23=-250/1892, �FR R" 23-24=-250/1892,11-24=-250/1892,10-11=-5182651 WEBS 3-14=-360/1531,5-14=-2159/438,6-14=-292/1973,6-12=-1274/361,7-12=-204/1198, 7-11=-313/1080,8-11=-474/216,9-11=-369/240 EXPIRES: 12/31/2017 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 8-1-4,Interior(1)8-1-4 to 15-1-3,Exterior(2)15-1-3 to 18-6-0,Interior(1) 21-10-13 to 30-4-7 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 _(g,.R�LL 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 r�pTASA.. `7 3)Unbalanced snow loads have been considered for this design. J o' W Js 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs i+s" —s e, 'C\ non-concurrent with other live loads. die .T O ,5)Provide adequate drainage to prevent water ponding. - f 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 fit between the bottom chord and any other members,with BCDL=10.0psf. ,G �'/ 4 8)A plate rating reduction of 20%has been applied for the green lumber members. IS 51398Ari 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)10=304, 94, `-'GISTS , .1.C' 2=297. cS C5 10)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. 41ONAL' 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 June 2,2016 r ®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 Meek®connectors.This design is based only upon parameters shown,and is for on 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 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-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ML Framing K2044860 B1601570 B08 California 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:32:21 2016 Page 2 ID:gOvralAWyr4M3cTIQnTS_tzHyhH-CRI4DSpiOYusFSrEuf6PGWs?LtorBbOWYj8Px1 zAGQO NOTES- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)568 lb down and 173 lb up at 5-6-4 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:1-3=-64,3-4=-64,3-5=-64,5-7=-64,7-10=-64,2-10=-20 Concentrated Loads(Ib) Vert:3=-3 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. ' Design valid for use only with Mick®connectors.This design B 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(MPl1 Quality Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safety Iniamy:di n available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ML Framing K2044861 B1601570 B09 California Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:32:23 2016 Page 1 I D:gOvralAWyr4M3cTIQnTS_tzHyhH-8psrd8gywA9ZUm?c048tLxxH7gTrfTLp?1 d WOwzAGQM 10. 3-4-7 31 6-1-4 10-2-13 14-4-7 18-6-0 23-8-0 28-10-0 34-0-0 r0 7°� I i I i 1-0-0 3-4-7 OE- 2-2-12 4-1-9 4-1-9 4-1-9 5-2-0 5-2-0 5-2-0 Scale=1:60.4 4x6 = 7 23 4x6 6 3x4 22 8 2x4 \\ 24 5.00 12 7x14 MT18H\\ 5 3x4 5x8= 9 19 3l 211.E -1.1 1 _ •_. --- 10 5x16 % 18pilli 25 17 16 15 14 13 12 11 '- 3x6 II 4x8= 3x8= 5x10= 4x4— 4x6 — 3x4= 3x4= 2x4 \\ LUS26 I 3-4-7 I 6-1-4 I 10-9-1 I 15-4-13 I 20-0-10 I 24-8-7 I 29-4-3 I 34-0-0 I 3-4-7 2-8-13 4-7-13 4-7-13 4-7-13 4-7-13 4-7-13 4-7-13 Plate Offsets(X,Y)-- [2:0-3-9,0-3-51,[3:0-3-8 0-2-81[4:0-4-4.0-3-01.[6:0-2-0,0-2-0,1[7:0-3-0,0-1-4].[15:0-1-8,0-1-81.[16:0-3-7,0-2-41.117:0-3-4.0-2-0],[18:0-4-0,0-1-8] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.43 16-17 >941 240 MT20 220/195 (Roof Snow=25.0) Lumber DOL 1.15 BC 0.77 Vert(TL) -0.88 16-17 >458 180 MT18H 220/195 TCDL 7.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.16 10 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:195 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-3-10 oc purlins,except BOT CHORD 2x6 DF No.2*Except* 2-0-0 oc purlins(2-0-7 max.):3-4. B1:2x6 DF 2250F 1.7E BOT CHORD Rigid ceiling directly applied or 7-6-1 . VAY WEBS 2x4 DF Std G WEBS 1 Row at midpt 4-16 \ Q� P�R�cOFF MiTek recommends that Sta.'.:, ....v--•I� R.a bW 's:. pb ' be installed during truss Cr- & .a •rdance with S-•ili •r'l Installation guide. 89200PE r REACTIONS. (lb/size) 10=1475/0-5-8,2=2265/0-5-8 Max Horz 2=142(LC 14) Max Upliftl0=-325(LC 11),2=-587(LC 10) Max Gray 10=1475(LC 1),2=2714(LC 31) fr FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 174. 4"OREGON R �� TOP CHORD 2-19=-6183/1295,3-19=-6068/1299,3-20=-7552/1522,20-21=-7553/1522, 6 '9Y 14 2°1 -}- 4-21=-7553/1522,4-5=-4904/930,5-22=-4843/968,6-22=-4682/980,6-7=-3214/684, 0Q' 7-23=2453/526,8-23=-2458/510,8-24=-2760/613,9-24=-2874/604,9-10=-3312/698 MFR R I L\- BOT CHORD 2-25=-1303/5708,18-25=-1303/5708,17-18=-1279/5601,16-17=-1622/7698, 15-16=-585/3191,14-15=-337/2156,13-14=-337/2156,12-13=408/2527, 11-12=-602/2972,10-11=-588/2991 EXPIRES: 12/31/2017 WEBS 3-18=-198/915,3-17=491/2197,4-17=-1235/291,4-16=-3327/760,5-16=493/189, 6-16=440/1974,6-15=-1456/403,7-15=-370/1657,7-13=-160/709,8-13=-770/275, 8-12=41/315,9-12=420/211 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;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60LL 8.q 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Fully Exp.;Ct=1 ,J' ) iv WASItr, `t1, 3)Unbalanced snow loads have been considered for this design. i C� �� 4)This truss has been designed for greater of min roof live load of 19.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs Jo� p non-concurrent with other live loads. !- P' 5)Provide adequate drainage to prevent water ponding. (/ 6)All plates are MT20 plates unless otherwise indicated. 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 � ,k .1O ��51398 Cy fit between the bottom chord and any other members. GIST Eg 9)A plate rating reduction of 20%has been applied for the green lumber members. �S G 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) Sj0HALti 10=325,2=587. 11iS emi" oSemi-rigid with fixed heels"Member end fixity model was used in the analysis and design of this trusse z .ContJune 2,2016 r MINIM 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 Qualify Criteria,DSB-89 and BCSI Building Component 250 Klug Circle Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ML Framing K2044861 B1601570 B09 California Girder 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:32:23 2016 Page 2 ID:gOvralAWyr4M3cTIQnTS_tzHyhH-8psrd8gywA9ZUm?c048tLxxH7gTrfTLp?1d WOwzAGQM NOTES- 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13)Use Simpson Strong-Tie LUS26(4-10d Girder,4-10d Truss,Single Ply Girder)or equivalent at 2-11-4 from the left end to connect truss(es)to front face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)89 lb down and 101 lb up at 3-10-2 on top chord. The design/selection of such connection device(s)is the responsibility of others. 16)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=-64,4-7=-64,7-10=-64,2-10=-20 Concentrated Loads(Ib) Vert:25=-844(F) A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MlI-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,thebuilding 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 requked 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,Alexandna,VA 22314. Corona,CA 92880 Job Truss Truss Type Qty Ply ML Framing K2044862 61601570 B10 Common 1 1 Job Reference(optional) Pro-Build Beaverton Truss, Beaverton,OR 97005 7.640 s Sep 29 2015 MiTek Industries,Inc. Thu Jun 02 15:32:23 2016 Page 1 I D:gOvralAWyr4M3cTIQnTS_tzHyhH-8psrd8gywA9ZUm?c048tLxxxHLgVlfcEp?1 dWOwzAGQM I 7-9-0 15-6-0 23-3-0 I 31-0-0 I 7-9-0 7-9-0 7-9-0 7-9-0 Scale=1:52.5 4x4= 3 E. 5.00 12 12 13 3x4% 11 14 3x4 - 2 4 r 10 :i 44 • 15 1 -..,,,_, BoIy0 0 3x8 = 9 8 7 6 3x8 = 2x4 I I 4x6= 3x8= 2x4 I I I 7-9-0 I 15-6-0 23-3-0 I 31-0-0 I 7-9-0 7-9-0 7-9-0 7-9-0 LOADING(psf) TCLL 25.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.96 Vert(LL) -0.14 7 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 0.58 Vert(TL) -0.40 1-9 >933 180 BCLL 0.0 * Rep Stress lncr YES WB 0.40 Horz(TL) 0.14 5 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight:128 lb FT=10% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 8-6-13 oc bracing. WEBS 2x4 DF Std G WEBS 1 Row at midpt 4-7,2-7 MiTek recommends that Stabilizer . : --eirRaei . ..• be installed during truss erectio.,Ili.,.. . -�.' - -hem Installation guide. _Cj ,NG? F9 /2"A".,, REACTIONS. (lb/size) 1=1297/Mechanical,5=1297/Mechanical �� Max Horz 1=126(LC 16) Max Uplift 1=-289(LC 12),5=-289(LC 13) 89200PE r FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-2753/630,2-10=-2674/646,2-11=-1802/465,11-12=-1687/478,3-12=-1685/485, 3-13=-1685/485,13-14=-1687/478,4-14=-1802/465,4-15=-2674/646,5-15=-2753/630 Q BOT CHORD 1-9=-586/2461,8-9=-586/2461,7-8=-586/2461,6-7=-516/2461,5-6=-516/2461 -y' 4„OREGON D$ -.44/ WEBS 3-7=-141/910,4-7=-1099/410,4-6=0/331,2-7=-1099/409,2-9=0/331 /O /t'9y 14 2�1 -�- NOTES- MER RIO- 1) �P 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)0-0-12 to 3-1-15,Interior(1)3-1-15 to 12-4-13,Exterior(2)12-4-13 to 15-6-0,Interior(1) 18-7-3 to 27-10-1 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber EXPIRES: 12/31/2017 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)Unbalanced snow loads have been considered for this design. 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. _(GALL 6)A plate rating reduction of 20%has been applied for the green lumber members. t�Cr" B.9,. 7)Refer to girder(s)for truss to truss connections. 4v WAS `7 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)1=289, �4 0/#'0 �'r 5=289. 4 �444#1:?.. ., .C)- p A 9)"Fix heels only"Member end fixity model was used in the analysis and design of this truss. r �-��� - %� �'94‘E � ��51398 cpm .0 GISTER �SSIONAL' June 2,2016 IMMO A 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 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